HomeMy WebLinkAboutPLANS - 19-00630 - Sterling Medical Building - New CommercialSTATE OF IDAHOBRENT A. McFARLAND AR-2561 1152 BOND AVENUE - Suite AREXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271 WWW.JRWA.COM Job Number:Date:Drawn By:STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227 -8404 Fax: (208) 227 -8405 Checked By:Plot Date:Consultants:Drawing Number:File:Revisions:Project:Drawing Title:
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SANITARY
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NOTE:PROVIDE A MIN CLEAR FLOOR SPACE OF 30"x48" AT APPROACH ALONG AN ACCESSIBLE ROUTE.
3 3 " M I N
3 6 " M A X
12" MAX
3'-8" MIN
36" MAX
39" - 41"
3 9 " - 4 1 "
1 8 " M A X
1 7 " - 1 9 "
1 1/4" TO 1 1/2" O.D. GRAB BAR (TYP)
18" MIN
36" MIN
6" MAX
TOILET TOILET
1 1/2" MIN CLEAR TO WALL OR DISPENSERS
T O D I S P . O U T L E T
4 8 " M A X
T O M I R R O R
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9 " M I N
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NOTE:FLUSH VALVE HANDLE ON WIDE SIDE OF TOILET, 44" AFF MAX.
NOTE:GRAB BARS MUST NOT ROTATE WITHIN THEIR FITTINGS.
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 REQUIRED BY FHA.4. ALL PLUMBING FIXTURES, APPLIANCES, AND TELEPHONES IN PUBLIC AND COMMON USE AREAS SHALL COMPLY WITH ADA, IBC, AND ANSI 117.1.
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AT WALL18" MIN
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NOTES:1. FLUSH VALVE HANDLE AT 44" AFF MAX.2. 30" x 48" MIN CLR FLR SPACE AT APPROACH3. 5 LBS MAX FORCE TO OPERATE FLUSH VALVE.4. 14" MIN PROJECTION FROM WALL.
1 5 " M I N
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NOTE:FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED, OR APPROVED SELF-CLOSING VALVES (MIN 10 SEC. OPEN FLOW), AND BE OPERABLE w/ ONE HAND, NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST. 5 LBS. MAX FORCE REQUIRED TO ACTIVATE CONTROLS.
FINISH FLOOR TYP.
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FINISH FLOOR TYP.
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
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Plot Date:
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:46 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
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1020 Lincoln Road
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Tel: (208) 227-8404
Fax: (208) 227-8405
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:11 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A1.1
FL
O
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P
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782
ST
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G
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D
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A
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NOVEMBER2019
CWL
JRW
NOVEMBER2019
AM
B
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Y
C
A
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F
A
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SCALE:NORTH1/4" = 1'-0"
FLOOR PLAN
SOUND INSULATION WHERE SHOWN
X-RAY SHIELD AS PER
MANUFACTURER
NOTE:
LVT FLOORING TO BE USED IN ALL ROOMS
legend
RE
F
.
U.
C
.
Re
f
r
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WH
13
'
-
7
1
/
2
"
8'
-
0
"
5'
-
3
1
/
2
"
9'
-
1
"
BREAK ROOM
120
MECH. / CUST.
117
EMPLOYEE
123
X-RAY ROOM
105
OB/GYN ROOM
109
EXAM #1
111
EXAM #2
112
EXAM #3
114
SOILED UTILITIES
115
OFFICE
118
PHARMACY
108
LAB
106 PUBLIC
121
T.R.
104
NURSE
113
CTRL.
HALL
116
HALL
119
HALL
107
RECEPTION
102A
14' - 5"15' - 6"8' - 5"7' - 5"4' - 3"6' - 6"17' - 6"
12
'
-
1
0
"
10
'
-
4
"
10
'
-
4
"
4'
-
6
"
7'
-
0
"
5'
-
0
"
CL CL
CL
CLCLCL
CL
CL
CL
W7
W7
W4
W7
W7
W7
W7
W7
W7
W1
W7
W7
W7
W6
W7
W1
W6
W8W7W6
W7
W7 W6
W8
W7
NOTE:ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD UNLESSNOTED OTHERWISE
15' - 11"7' - 9 1/2"6' - 1 1/2"8' - 1 1/2"14' - 7 1/2"9' - 6 1/2"
12' - 3"15' - 5"5' - 6"
18' - 0"33' - 0"14' - 0"14' - 0"
50
'
-
0
"
11
'
-
1
0
"
10
'
-
4
"
10
'
-
4
"
10
'
-
4
"
7'
-
2
"
10
'
-
0
"
28
'
-
0
"
10
'
-
0
"
W3W3
W3
C
A3.1
C
A3.1
A
A3.1
11
'
-
1
"
5'
-
3
1
/
2
"
15
'
-
1
0
"
5'
-
3
1
/
2
"
10
'
-
6
"
B
A3.1
B
A3.1
11' - 7"5' - 6"7' - 6"10' - 3"6' - 10 1/2"
2'
-
0
"
CL12
'
-
0
"
38
'
-
0
"
5' - 0"I.T.
103
PROCEDURE
110
W8
W7 W3
W3
W7W7
W7
W7
EQ EQ
W11
BLOCKING BEHINDTV LOCATION
NOTE:ALL WALLS TO EXTEND UP TO TRUSS BEARING HEIGHT
BLOCKING BEHINDTV LOCATION
BLOCKING BEHINDTV LOCATION
BLOCKING BEHINDTV LOCATION
W6
9
17' - 10"
2'
-
0
"
CL
1' - 0"50' - 0"24' - 0"4' - 0"
CL
7'
-
0
1
/
2
"
13
'
-
7
1
/
2
"
7'
-
4
"
CL
CL
CL
W7
W4
W2
W10
W8
W7
5' - 0"8' - 0"5' - 0"6' - 0"27' - 0"7' - 0"7' - 0"
79' - 0"
WAITING AREA
102
VESTIBULE
101
5' - 6"
W7
W2
W5W5
5' - 11 1/2"8' - 0 1/2"
W6
W7
W5
W5 2'
-
0
"
7'
-
4
1
/
2
"
1'
-
0
1
/
2
"
5/8" GYPSUM WALLBOARD TEXTURE AND PAINT
2x4 WALLFRAMING @16" O.C.
5/8" GYPSUM WALLBOARD TEXTUREAND PAINT
PROVIDE SOUND INSULATION IN LOCATIONSINDICATED ON A1.1
5/8" GYPSUM WALLBOARD TEXTURE AND PAINT
2x6 WALLFRAMING @16" O.C.
R-21 BLOWNIN INSULATION
7/16" WALLSHEATHING
BUILDING WRAP(TYVEK OR EQUAL)
EIFS
Poly mech
CEMENT BOARD
2x6 WALLFRAMING @16" O.C.
CEMENT BOARD
PROVIDE SOUND INSULATION IN LOCATIONSINDICATED ON A1.1
TILE
TILE5/8" GYPSUM WALLBOARD TEXTURE AND PAINT
2x4 WALL FRAMING @16" O.C.
CEMENT BOARD
PROVIDE SOUND INSULATION IN LOCATIONSINDICATED ON A1.1
TILE
CEMENT BOARD
2x6 WALLFRAMING @ 16" O.C.
5/8" GYPSUM BOARD
PROVIDE SOUND INSULATION IN LOCATIONSINDICATED ON A1.1
TILE
5/8" GYPSUM WALLBOARD TEXTURE AND PAINT
2x6 WALLFRAMING @16" O.C.
R-21 BLOWNIN INSULATION
7/16" WALLSHEATHING
BUILDING WRAP(TYVEK OR EQUAL)
4" CEDAR T&G SIDING
5/8" GYPSUM WALLBOARD TEXTURE AND PAINT
2x6 WALLFRAMING @16" O.C.
R-21 BLOWNIN INSULATION
7/16" WALLSHEATHING
BUILDING WRAP(TYVEK OR EQUAL)
ARCHITECTURAL METAL (FLUSH PANEL)
2x4 WALL FRAMING @16" O.C.
CEMENT BOARD
PROVIDE SOUND INSULATION IN LOCATIONSINDICATED ON A1.1
TILE
CEMENT BOARD
STONE 5/8" GYPSUM WALLBOARD TEXTURE AND PAINT
2x6 WALLFRAMING @16" O.C.
5/8" GYPSUM WALLBOARD TEXTUREAND PAINT
PROVIDE SOUND INSULATION IN LOCATIONSINDICATED ON A1.1
5/8" GYPSUM WALLBOARD TEXTURE AND PAINT
2x6 WALLFRAMING @16" O.C.
R-21 BLOWNIN INSULATION
7/16" WALLSHEATHING
BUILDING WRAP(TYVEK OR EQUAL)
STONE
CEMENT BOARD
2x6 WALLFRAMING @16" O.C.
R-21 BLOWNIN INSULATION
7/16" WALLSHEATHING
BUILDING WRAP(TYVEK OR EQUAL)
EIFS
TILEPOLY MESH
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Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:15 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A1.2
DI
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782
ST
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NOVEMBER2019
CWL
JRW
NOVEMBER2019
AM
B
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SCALE:NORTH1/4" = 1'-0"
DIMENSION FLOOR PLAN
SCALE:3/4" = 1'-0"
WALL TYPE W7A1.2
SCALE:3/4" = 1'-0"
WALL TYPE W1A1.2
SCALE:3/4" = 1'-0"
WALL TYPE W9A1.2SCALE:3/4" = 1'-0"
WALL TYPE W8A1.2 SCALE:3/4" = 1'-0"
WALL TYPE W10A1.2
SCALE:3/4" = 1'-0"
WALL TYPE W4
A1.2
SCALE:3/4" = 1'-0"
WALL TYPE W3
A1.2
SCALE:3/4" = 1'-0"
WALL TYPE W11A1.2SCALE:3/4" = 1'-0"
WALL TYPE W6A1.2SCALE:3/4" = 1'-0"
WALL TYPE W5A1.2
SCALE:3/4" = 1'-0"
WALL TYPE W2A1.2
SINGLE PLY MEMBRANE OVER R30 RIGID INSULATION
24' - 5"24' - 5 1/2"
12' - 2 1/2"12' - 2 1/2"12' - 2 3/4"12' - 2 3/4"
1/8" / 1'-0"1/8" / 1'-0"1/8" / 1'-0"
1/
8
"
/
1
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-0"
1/
8
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/
1
'
-0"
1/
8
"
/
1
'
-0"
1/
8
"
/
1
'
-0"
1 /8 " / 1 '-0 "
1/
8
"
/
1
'
-0"
24
'
-
4
"
13
'
-
8
"
10
'
-
1
1
3
/
4
"
1/8" / 1'-0"
DOUBLE ROOF DRAIN
1/8" / 1'-0"
1/8" / 1'-0"
1/8 " / 1 '-0 "
11
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Job Number:
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Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:16 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A1.3
RO
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782
ST
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NOVEMBER2019
CWL
JRW
NOVEMBER2019
AM
B
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SCALE:NORTH1/4" = 1'-0"
ROOF PLAN
109' - 0"
109' - 0"
109' - 0"
109' - 0"
109' - 0"
109' - 0"
112' - 0"
112' - 0"
109' - 0"
1' - 6"
1 ' - 6 "
1'
-
6
"
1'
-
6
"
1
'
-
6
"
112' - 0"
LEGEND
CEILING SUSPENSION SYSTEM
WITH GYPSUM BOARD
SUSPENDED 2'x2' LAY-IN
ACOUSTICAL TILE
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:16 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A1.4
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NOVEMBER2019
CWL
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NOVEMBER2019
AM
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SCALE:NORTH1/4" = 1'-0"
REFLECTED CEILING PLAN
FLOOR PLAN100' -0"
LOWER BEARING
HEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARING
HEIGHT114' -0"
D D C
7" VERTICAL ARCHITECTURAL METAL (FLUSH PANEL)
LIGHT GAUGE STEEL EYE BROW WRAP W/ FINISHED METAL
EIFS SYSTEM
LIGHT GAUGE STEEL EYE BROW WRAP W/ FINISHED METAL
7" VERTICAL ARCHITECTURAL METAL (FLUSH PANEL)
PREFINISHED METAL COPING
116A
A
FLOOR PLAN100' -0"
LOWER BEARING
HEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARING
HEIGHT114' -0"
C C C
4" CEDAR T&G SIDING
7" VERTICAL ARCHITECTURAL METAL (FLUSH PANEL)
LIGHT GAUGE STEEL EYE BROW WRAP W/ FINISHED METAL
7" VERTICAL ARCHITECTURAL METAL (FLUSH PANEL)
LIGHT GAUGE STEEL EYE BROW WRAP W/ FINISHED METAL
PREFINISHED METAL COPING
PREFINISHED METAL COPING
A
101A
FLOOR PLAN100' -0"
LOWER BEARINGHEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARINGHEIGHT114' -0"
7" VERTICAL ARCHITECTURAL METAL (FLUSH PANEL)
MASONRY VENEER
LIGHT GAUGE STEEL EYE BROW WRAP W/ FINISHED METAL
BB
PREFINISHED METAL COPING
EIFS SYSTEM
FLOOR PLAN100' -0"
LOWER BEARING
HEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARING
HEIGHT114' -0"
C C C
7" VERTICAL ARCHITECTURAL METAL (FLUSH PANEL)
LIGHT GAUGE STEEL EYE BROW WRAP W/ FINISHED METAL
EIFS SYSTEM
PREFINISHED METAL COPING
C
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Job Number:
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Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:20 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A2.1
EX
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NOVEMBER2019
JL
JRW
NOVEMBER2019
AM
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SCALE:1/4" = 1'-0"
NORTH ELEVATION
SCALE:1/4" = 1'-0"
SOUTH ELEVATION
SCALE:1/4" = 1'-0"
EAST ELEVATION
SCALE:1/4" = 1'-0"
WEST ELEVATION
masonry veneer
FLOOR PLAN100' -0"
LOWER BEARING
HEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARING
HEIGHT114' -0"
1/8" / 1'-0"
RECEPTION
102A
PUBLIC
121
LAB
106
OFFICE
118
NURSE
113
EXAM #2
112
T.O.FOOTING96' -10 1/2"
T.O. FNDN99' -9 3/4"
A3.2
2
12
'
-
0
"
2'
-
0
"
9'
-
0
"
1'
-
0
"
113' - 6"
110' - 4"110' - 4"
FLOOR PLAN100' -0"
LOWER BEARINGHEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARINGHEIGHT114' -0"
T.O.FOOTING96' -10 1/2"
T.O. FNDN99' -9 3/4"
A3.2
4
B B
110' - 4"
2'
-
0
"
12
'
-
0
"
FLOOR PLAN100' -0"
LOWER BEARING
HEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARING
HEIGHT114' -0"
SOILED UTILITIES
115
EXAM #3
114
EXAM #2
112
EXAM #1
111
T.O.FOOTING96' -10 1/2"
T.O. FNDN99' -9 3/4"
PROCEDURE
110
1/8" / 1'-0"1/8" / 1'-0"
A3.2
3
9'
-
0
"
1'
-
0
"
12" PLYWOOD WEB JOIST
113' - 6"
115' - 0"
110' - 4"
11
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Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:23 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A3.1
BU
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NOVEMBER2019
JL
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NOVEMBER2019
AM
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SCALE:1/4" = 1'-0"
SECTION AA3.1
SCALE:1/4" = 1'-0"
SECTION CA3.1
SCALE:1/4" = 1'-0"
SECTION B
A3.1
FLOOR PLAN100' -0"
LOWER BEARINGHEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARINGHEIGHT114' -0"
T.O.FOOTING96' -10 1/2"
T.O. FNDN99' -9 3/4"
A3.2
5
2 x 6 WALL FRAMING
R-38 BATT INSULATION BTWN JOISTS
LVT FLOORING
WINDOW BLINDS
GWB ON METAL STUD
PREFAB WOOD TRUSS @ 24" O.C.
SINGLE PLY MEMBRANE OVER R-30 MIN INSULATION
REFER TO STRUCTURAL FOR CONNECTIONS
18" x 10" CONTINUOUS CONCRETE FOOTING
8" REINFORCED CONCRETE FOUNDATION WALL
1/8" LVT FLOORING OVER 3/4" PLYWOOD SHEATHING OVER 11-7/8" JOISTS 16" O.C.
GYPSUM BOARD TEXTURE & PAINTED
SINGLE PLY MEMBRANE OVER R-30 MIN INSULATIOn
EXTERIOR FINISH
PRE-FINISHED METAL COPING CAP
FLOOR PLAN100' -0"
LOWER BEARINGHEIGHT110' -0"
MAIN BEARINGHEIGHT114' -0"
T.O.FOOTING96' -10 1/2"
T.O. FNDN99' -9 3/4"
1' - 6"
WINDOW AWNING
FIXED WINDOW
SUSPENDED CEILING
SINGLE PLY MEMBRANE OVER R-30 MIN INSULATION
2 x 6 WALL FRAMING
LVT FLOORING
18" x 10" CONTINUOUS CONCRETE FOOTING
C
GYPSUM BOARD TEXTURE & PAINTED
METAL COPING
TJI @ 16" O.C. W/ R-19BATT INSULATION
PREFAB WOOD TRUSS @ 24" O.C.
FLOOR PLAN100' -0"
LOWER BEARINGHEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARINGHEIGHT114' -0"
T.O.FOOTING96' -10 1/2"
T.O. FNDN99' -9 3/4"
METAL COPING
PREFAB WOOD TRUSS @ 24" O.C.
SINGLE PLY MEMBRANE OVER R-30 MIN INSULATION
2 x 6 WALL FRAMING
LVT FLOORING
TJI @ 16" O.C. W/ R-19 BATT INSULATION
8" REINFORCED CONCRETE FOUNDATION WALL
18" x 10" CONTINUOUS CONCRETE FOOTING
GYPSUM BOARD TEXTURE & PAINTED
GWB ON METAL STUD
FLOOR PLAN100' -0"
LOWER BEARINGHEIGHT110' -0"
MAIN PARAPET118' -0"
MAIN BEARINGHEIGHT114' -0"
T.O.FOOTING96' -10 1/2"
T.O. FNDN99' -9 3/4"
1' - 6"
SINGLE PLY MEMBRANE OVER R-30 MIN INSULATION
WINDOW AWNING
CURTAIN WALL SYSTEM
GWB ON METAL STUD
2 x 6 WALL FRAMING
LVT FLOORING
18" x 10" CONTINUOUS CONCRETE FOOTING
GYPSUM BOARD TEXTURE & PAINTED
METAL COPING
TJI @ 16" O.C. W/ R-19BATT INSULATION
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:25 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A3.2
WA
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NOVEMBER2019
CWL
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NOVEMBER2019
AM
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SCALE:1/2" = 1'-0"
WALL SECTION 1
A3.2
SCALE:1" = 1'-0"
PARAPET CAP 5A3.2
SCALE:1/2" = 1'-0"
WALL SECTION 3
A3.2SCALE:1/2" = 1'-0"
WALL SECTION 2
A3.2 SCALE:1/2" = 1'-0"
WALL SECTION 4
A3.2
RE
F
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8'
-
2
"
7'
-
8
"
OFFICE
118
PHARMACY
108
LAB
106
PUBLIC
121
T.R.
104
NURSE
113
108A 104A
121A118A
106B
106A
RECEPTION
102A
A4.1
L
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P
A4.1A A4.1B C
A4.1F
A4.1K
A4.1 HJ
A4.1
N
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7' - 9 1/2"6' - 5"7' - 10"4' - 9 1/2"
5' - 9 1/2"2' - 0"4' - 9"1' - 8"5' - 10"2' - 0"
8'
-
2
"
7'
-
8
"
8'
-
0
"
7'
-
1
0
"
OPEN OPEN
1'
-
0
"
2'
-
6
"
18"18"50 1/4"18"50 1/4"18"18"
8
A5.1
OPEN OPEN
2'
-
6
"
18"41"18"18"18"18"41"18"
17
A5.1
OPEN
14
A5.1
15
A5.1
2'
-
6
"
2'
-
0
"
2'
-
6
"
1 5/8"27"30"27"1 5/8"
21"42"21"
2'
-
6
"
1'
-
6
"
3'
-
0
"
12
A5.1
H
11
A5.1
30"30"30"1 1/4"
OPEN
g
18"15"15"18"25 1/4"
12
A5.1
13
A5.1
16
A5.1
G
F
NOTE:IN THIS ROOM, THE UPPER CABINETS ARE OPEN WITHOUT DOORS
21"21"33"33"36"1"
21"21"33"33"36"1"
2'
-
6
"
1'
-
6
"
3'
-
0
"
NOTE:ELECTRICAL OUTLETS SPACED EVERY 12" ABOVE COUNTER
2
A5.1
2' - 2"1' - 6"
1'
-
6
"
10
'
-
6
"
21"21"21"
3'
-
0
"
h
OPEN OPEN
10
A5.1
SIM
1' - 6"2' - 2"
18"
B2
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B2
T O P O F R I M
3 4 " M A X
B .O . A P R O N
2 9 " M I N
17" MIN
E 36" MIN
6" MAX
A1
A3
D
C
B2
3 3 " M I N
3 6 " M A X
18"
CLR WIDTH
2' - 6" MIN
3 9 " - 4 1 "
1 8 " M A X
36" MAX
39" - 41"
3' - 8" MIN12" MAX
A2
A3
D B2
3 3 " M I N
3 6 " M A X
OPEN
2'
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6
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1'
-
6
"
3'
-
0
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36" HORIZONTAL GRAB BARA1
A2
A3
B1
C
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F
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LEGEND
H
B2
STONE VENEER
42" HORIZONTAL GRAB BAR
18" VERTICAL GRAB BAR
4" RUBBER BASE
6" TILE BASE
MIRROR
TOILET PAPER DISPENSER
BABY CHANGING STATION
UNDERCOUNTER REFRIGERATOR
GFCI OUTLET
DATA PORT
12" x 12" TILE WAINSCOT 4' ABOVE FF
5
A5.110
A5.1
1' - 6"
18"18"
10
A5.1
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3'
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18"18"
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Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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O
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C
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T
I
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P
R
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HI
B
I
T
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D
MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:29 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A4.1
LA
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C
A
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P
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782
ST
E
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L
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M
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D
I
C
A
L
NOVEMBER2019
CWL
JRW
NOVEMBER2019
AM
B
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L
A
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Y
C
A
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E
F
A
C
I
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I
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SCALE:NORTH3/8" = 1'-0"
LARGE SCALE FLOOR PLAN
SCALE:1/4" = 1'-0"
NURSE WEST J
A4.1SCALE:1/4" = 1'-0"
NURSE EAST H
A4.1 SCALE:1/4" = 1'-0"
OFFICE K
A4.1
SCALE:1/4" = 1'-0"
PHARMACY WEST F
A4.1
SCALE:1/4" = 1'-0"
LAB AA4.1
SCALE:1/4" = 1'-0"
RECEPTION WEST B
A4.1 SCALE:1/4" = 1'-0"
RECEPTION EAST C
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
NOTE:
FOR GENERAL MOUNTING REQUIREMENTS REFER TO
G1.2
SCALE:1/4" = 1'-0"
PHARMACY NORTH G
A4.1SCALE:1/4" = 1'-0"
RECEPTION NORTH D
A4.1 SCALE:1/4" = 1'-0"
RECEPTION SOUTH E
A4.1
SIM SIM SIM
REF.
10
'
-
6
"
BREAK ROOM
120
EMPLOYEE
123
LOCKERS
120A
A4.2K
G
H
J
A4.2
F
A4.2
E
10' - 3"6' - 10 1/2"8' - 3 1/2"
5' - 3"5' - 0"3' - 7"3' - 3 1/2"4' - 0 1/2"4' - 3"
123A
A4.3
R
2'
-
1
0
"
1'
-
8
"
2'
-
6
"
13
A5.1
12
A5.1
16
A5.1
F
B1
120A
C
SIM
SIM SIM
NOTE:IN THIS ROOM, BASE CABINETS ARE TO BE 34" TALL
U 1"
33"24"15"12"
12"15"24"33"1"
H
D D
B2
D
B2 B2
d
B2
R
123A
EXAM #1
111
A4.2
L
M
M
111AN
P
BLOCKING BEHIND TV LOCATION
A4.2
R
SOILED UTILITIES
115
115AQ
B1
4' - 0"18"18"18"
4
A5.1
3
A5.1
T
1
A5.1
3'
-
0
"
C
J
B1
K
T O O P E N I N G
5 2 " - 5 6 "
TV
C
L
K
B1
111A
C
36" HORIZONTAL GRAB BARA1
A2
A3
B1
C
D
E
F
G
H
J
K
L
M
N
P
B2
Q
R
S
T
LEGEND
WAINSCOT PANELING
12" x 12" TILE WAINSCOT 4' ABOVE FF
42" HORIZONTAL GRAB BAR
18" VERTICAL GRAB BAR
4" RUBBER BASE
6" TILE BASE
CHAIR RAIL. COORDINATE HEIGHT WITH OWNER
TOILET PAPER DISPENSER
BABY CHANGING STATION
MICROWAVE
GFCI OUTLET
LOCKERS
50" TELEVISION W/ APPLE TV & FRAMED BLOCKING BEHIND
SHARPS CONTAINER & GLOVES
OTOSCOPE & THERMOMETER W/ OUTLET BEHIND. COORDINATE LOCATION W/ OWNER
EXAM TABLE
MIDMARK EXAM TABLE
WARMING TRAY
GLASS BOARD
MIRROR
LAUNDRY HAMPER
RECYCLE & WASTE BINS
U REFRIGERATOR
A4.2
B
C
A
D
OB/GYN ROOM
109
109A
BLOCKING BEHIND TV LOCATION
K
L J
B1
109A
C
B1
C
3'
-
8
"
2'
-
0
"
Q
C
3'
-
0
"
1'
-
6
"
2'
-
6
"
4"
B1
12
A5.1
16
A5.1
J
K
P
6
A5.1
TV
2'
-
6
"
1'
-
6
"
3'
-
0
"
1"30"18"
1"
30"18"
C
B1
N
C
B1
S
C
C Q
B1M
2'
-
0
"
3'
-
8
"
4' - 0"
C
4"
B1
C l
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:34 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A4.2
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782
ST
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A
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NOVEMBER2019
CWL
JRW
NOVEMBER2019
AM
B
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C
A
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SCALE:3/8" = 1'-0"
LARGE SCALE FLOOR PLAN 1
A4.2
SCALE:1/4" = 1'-0"
BREAK ROOM SOUTH E
A4.2
SCALE:1/4" = 1'-0"
LOCKERS 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
NOTE:FOR GENERAL MOUNTING
REQUIREMENTS REFER TO G1.2
SCALE:1/4" = 1'-0"
EXAM ROOM PLAN 3
A4.2
SCALE:1/4" = 1'-0"
SOILED UTILITIES PLAN 4A4.2
SCALE:1/4" = 1'-0"
SOILED UTILITIES SOUTH R
A4.2
SCALE:1/4" = 1'-0"
EXAM CABINETRY L
A4.2
SCALE:1/4" = 1'-0"
EXAM EAST M
A4.2
SCALE:1/4" = 1'-0"
OB/GYN FLOOR PLAN 2
A4.2
SCALE:1/4" = 1'-0"
OB/GYN ROOM NORTH A
A4.2 SCALE:1/4" = 1'-0"
OB/GYN ROOM SOUTH B
A4.2 SCALE:1/4" = 1'-0"
OB/GYN ROOM EAST C
A4.2 SCALE:1/4" = 1'-0"
OB/GYN ROOM WEST D
A4.2
SCALE:1/4" = 1'-0"
SOILED UTILITIES NORTH Q
A4.2SCALE:1/4" = 1'-0"
EXAM WEST N
A4.2 SCALE:1/4" = 1'-0"
EXAM SOUTH P
A4.2
C C
A
C
C
A
C
2'
-
6
"
1'
-
6
"
2'
-
1
1
7
/
8
"
K
E
A 36"36"36"36"
36"36"36"36"
16
A5.1
13
A5.1
110A
C
2'
-
6
"
1'
-
6
"
3'
-
0
"
D
A
TV
C
E
3'
-
0
"
1'
-
6
"
2'
-
6
"
F
A
C
A
F
A
C
21"21"21"
2
A5.1
B
B B
3'
-
0
"
F
A
F
B
107A 119A
A
C
g
4" RUBBER BASEA
B
C
D
E
F
G
H
J
K
LEGEND
STONE VENEER
WAINSCOT PANELING
FIRE EXTINGUISHER
CHAIR RAIL. COORDINATE HEIGHT WITH OWNER
50" TELEVISION W/ APPLE TV & FRAMED BLOCKING BEHIND
SHARPS CONTAINER & GLOVES
ROLL-DOWN WINDOW SHADE
WATER FOUNTAIN
GLASS BOARD
GFCI OUTLET
MASONRY VENEER
A
108A 104A106A
C
2'
-
6
"
116A
117A
A
105A 109A103A 110A
C C
A
B
g
107A119A
C
111A 112A 114A 115A
A
A
117A 120A
116A
B
C
106B 118A
C
A
109A 110A
M
2'
-
6
"
121A
H
A
C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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Dr
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:39 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A4.3
IN
T
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ST
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NOVEMBER2019
CWL
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NOVEMBER2019
AM
B
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A
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C
A
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F
A
C
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SCALE:1/4" = 1'-0"
ELEVATION GA4.3 SCALE:1/4" = 1'-0"
ELEVATION HA4.3SCALE:1/4" = 1'-0"
ELEVATION EA4.3 SCALE:1/4" = 1'-0"
ELEVATION FA4.3
SCALE:1/4" = 1'-0"
ELEVATION B
A4.3 SCALE:1/4" = 1'-0"
ELEVATION C
A4.3
SCALE:1/4" = 1'-0"
ELEVATION DA4.3
SCALE:1/4" = 1'-0"
ELEVATION A
A4.3
SCALE:1/4" = 1'-0"
HALL 106 NORTH KA4.3 SCALE:1/4" = 1'-0"
HALL 106 SOUTH LA4.3 SCALE:1/4" = 1'-0"
HALL 116 EAST MA4.3
SCALE:1/4" = 1'-0"
HALL 116 WEST N
A4.3 SCALE:1/4" = 1'-0"
HALL 118 NORTH P
A4.3 SCALE:1/4" = 1'-0"
HALL 118 SOUTH QA4.3
SCALE:1/4" = 1'-0"
HALL 122 SOUTH JA4.3
SCALE:1/4" = 1'-0"
HALL 122 NORTH RA4.3
CABINET DOORS DRAWERS TO RECEIVE PVCEDGE BAND TO MATCH PLASTIC LAMINATECOLOR. MELAMINE SHELVES AND DRAWER BOXEDGE BANDS TO BE WHITE TO MATCH MELAMINE.
SHELVING:
SPANS UP TO 24" TO BE 3/4" THICK
SPANS 25" TO 36" TO BE 1" THICK U.NO.
GENERAL NOTE:DRAWER AND INTERIOR CABINET MATERIALS TO BE MELAMINE. DRAW GUIDES TO BE FULL EXTENSION
4" PLASTIC LAMINATE BACK SPLASH
(2) LAYERS OF 3/4" PARTICLEBOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
4" BASE MATERIAL SEE FINISH SCHEDULE
0' - 3"
0'
-
4
"
2' - 0"
3'
-
0
"
0'
-
4
"
4"
4" PLASTIC LAMINATEBACK SPLASH
4" BASE AS PERFINISH SCHEDULE
(2) LAYERS OF 3/4"PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES.
PROVIDE (1) FILEDRAWERS
4" WIRE PULLS
2' - 0"
0' - 3"
3'
-
0
"
ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE
INTERIOR CABINET MATERIALS TO BE MELAMINE
PROVIDE (2) ADJUSTABLE SHELVES W/ TIP RESISTANT HARDWARE
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
1' - 0 3/4"
2'
-
6
"
1'
-
6
"
3'
-
0
"
0'
-
4
"
0' - 3"2' - 0"
4" PLASTIC LAMINATE BACK SPLASH
(2) LAYERS OF 3/4" PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
4" BASE MATERIAL SEE FINISH SCHEDULE
0' - 3"
2' - 0"
0'
-
4
"
2'
-
6
"
1'
-
6
"
3'
-
0
"
1' - 0 3/4"
ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE
INTERIOR CABINET MATERIALS TO BE MELAMINE
PROVIDE (2) OPEN ADJUSTABLE SHELVES W/ TIP RESISTANT HARDWARE
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
4" PLASTIC LAMINATEBACK SPLASH
(2) LAYERS OF 3/4" PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
PROVIDE (2) ADJUSTABLE SHELVES W/ TIP RESISTANT HARDWARE
4" BASE MATERIAL SEE FINISH SCHEDULE
DRAWER W/ 4" WIRE PULL
4"
4" PLASTIC LAMINATEBACK SPLASH
4" BASE AS PERFINISH SCHEDULE
(2) LAYERS OF 3/4"PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS,SELF EDGE AND ALL EXPOSEDSURFACES.
PROVIDE (1) FILEDRAWERS
4" WIRE PULLS
2' - 0"
0' - 3"
2'
-
6
"
2'
-
6
"
2'
-
0
"
2'
-
6
"
4" PLASTIC LAMINATE BACK SPLASH
16" BRACKETS @ 30" O.C.
(2) LAYERS OF 3/4" PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES
4" BASE MATERIAL SEE FINISH SCHEDULE
1' - 0 3/4"ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE
INTERIOR CABINET MATERIALS TO BE MELAMINE
PROVIDE (2) ADJUSTABLE SHELVES W/ TIP RESISTANT HARDWARE
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
PROVIDE (1) FILEDRAWER
4" WIRE PULLS
4" BASE AS PERFINISH SCHEDULE
2' - 0"
0'
-
4
"
0' - 3"
(2) LAYERS OF 3/4" PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES
4" PLASTICLAMINATEBACK SPLASH
3'
-
0
"
1'
-
6
"
2'
-
6
"
1' - 0 3/4"
ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE
INTERIOR CABINET MATERIALS TO BE MELAMINE
PROVIDE (2) OPEN ADJUSTABLE SHELVES W/ TIP RESISTANT HARDWARE
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
2'
-
6
"
4" PLASTIC LAMINATE BACK SPLASH
16" BRACKETS @ 30" O.C.
(2) LAYERS OF 3/4" PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES
4" BASE MATERIAL SEE FINISH SCHEDULE
2' - 0"0' - 3"
0'
-
4
"
3'
-
0
"
4" PLASTIC LAMINATE BACK SPLASH (2) LAYERS OF 3/4" PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES
4" WIRE PULLS COLOR TO BE BETERMINED BY OWNER
PROVIDE (2) ADJUSTABLE SHELVES W/ TIP RESISTANT HARDWARE
4" BASE MATERIAL SEE FINISH SCHEDULE
4"
4" PLASTIC LAMINATEBACK SPLASH
4" BASE AS PERFINISH SCHEDULE
(2) LAYERS OF 3/4"PARTICLE BOARD
PROVIDE (1) FILEDRAWERS
4" WIRE PULLS
NOTE:DRAWER AND INTERIOR CABINET MATERIALS TO BE MELAMINE. DRAW GUIDES TO BE FULL EXTENSION
0' - 3"
2' - 0"
2'
-
6
"
2'
-
0
"
2'
-
6
"
1' - 0 3/4"
ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE
INTERIOR CABINET MATERIALS TO BE MELAMINE
PROVIDE (2) OPEN ADJUSTABLE SHELVES W/ TIP RESISTANT HARDWARE
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
2'
-
6
"
2'
-
0
"
2'
-
6
"
1' - 0 3/4"ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE
INTERIOR CABINET MATERIALS TO BE MELAMINE
PROVIDE (2) ADJUSTABLE SHELVES W/ TIP RESISTANT HARDWARE
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
4"
4" PLASTIC LAMINATEBACK SPLASH
4" BASE AS PERFINISH SCHEDULE
(2) LAYERS OF 3/4"PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES.
PROVIDE (1) FILEDRAWERS
4" WIRE PULLS
DRAWER AND INTERIOR CABINET MATERIALS TO BE MELAMINE. DRAW GUIDES TO BE FULL EXTENSION
2' - 0"
0' - 3"
4"
4" PLASTIC LAMINATEBACK SPLASH
4" BASE AS PERFINISH SCHEDULE
(2) LAYERS OF 3/4"PARTICLE BOARD
PROVIDE (1) FILEDRAWERS
4" WIRE PULLS
0' - 3"
2' - 0"
2'
-
6
"
4" PLASTIC LAMINATEBACK SPLASH
4" BASE AS PERFINISH SCHEDULE
(2) LAYERS OF 3/4"PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES.
PROVIDE (1) FILEDRAWERS
4" WIRE PULLS
2' - 0"
0' - 3"
2'
-
1
0
"
0'
-
4
"
4"
4" PLASTIC LAMINATEBACK SPLASH
4" BASE AS PERFINISH SCHEDULE
(2) LAYERS OF 3/4"PARTICLE BOARD
PROVIDE (1) FILEDRAWERS
4" WIRE PULLS
2'
-
1
0
"
2' - 0"
0' - 3"
PROVIDE (1) FILEDRAWER
4" WIRE PULLS
4" BASE AS PERFINISH SCHEDULE
2' - 0"
0'
-
4
"
0' - 3"
(2) LAYERS OF 3/4" PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES
4" PLASTICLAMINATEBACK SPLASH
3'
-
0
"
3'
-
0
"
1'
-
6
"
2'
-
6
"
1' - 0 3/4"
ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE
INTERIOR CABINET MATERIALS TO BE MELAMINE
PROVIDE (2) ADJUSTABLE SHELVES W/ TIP RESISTANT HARDWARE
4" WIRE PULLS COLOR TO BE DETERMINED BY OWNER
4"
4" PLASTIC LAMINATEBACK SPLASH
4" BASE AS PERFINISH SCHEDULE
(2) LAYERS OF 3/4"PARTICLE BOARD
PLASTIC LAMINATE COUNTER TOPS, SELF EDGE AND ALL EXPOSED SURFACES.
PROVIDE (1) FILEDRAWERS
4" WIRE PULLS
2' - 0"
0' - 3"
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Drawn By:
STRUCTURAL ENGINEERING
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1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
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MECHANICAL ENGINEERING
ENGINEERED SYSTEM ASSOC.
1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:41 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A5.1
CA
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782
ST
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NOVEMBER2019
CWL
JRW
NOVEMBER2019
AM
B
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SCALE:1" = 1'-0"
DETAIL 1
A5.1 SCALE:1" = 1'-0"
DETAIL 3
A5.1
SCALE:1" = 1'-0"
DETAIL 16A5.1SCALE:1" = 1'-0"
DETAIL 13A5.1
SCALE:1" = 1'-0"
DETAIL 8
A5.1
SCALE:1" = 1'-0"
DETAIL 17A5.1SCALE:1" = 1'-0"
DETAIL: 4 DRAWER 12A5.1
SCALE:1" = 1'-0"
DETAIL 6
A5.1
SCALE:1" = 1'-0"
DETAIL 2
A5.1
SCALE:1" = 1'-0"
DETAIL 14A5.1 SCALE:1" = 1'-0"
DETAIL 15A5.1
SCALE:1" = 1'-0"
DETAIL 9
A5.1 SCALE:1" = 1'-0"
DETAIL 10
A5.1
SCALE:1" = 1'-0"
DETAIL 5
A5.1SCALE:1" = 1'-0"
CONSULT 4 4
A5.1
SCALE:1" = 1'-0"
DETAIL: 3 DRAWER 11
A5.1
6'
-
8
"
3' - 6"
6'
-
8
"
6'
-
8
"
3' - 0"
7'
-
0
"
1 panic hardware to be included
10
'
-
0
"
8'
-
0
"
10' - 8"
6' - 0"4' - 0"
8'
-
0
"
2'
-
0
"
EQ EQ
EQ
EQ
EQ
EQ
1 1 1 1
8'
-
0
"
2'
-
0
"
6' - 8"
EQ EQ
EQ
EQ
EQ
EQ
10
'
-
0
"
3' - 6"
X-RAY ROOM
3'
-
0
"
4'
-
0
"
6'
-
1
1
7
/
8
"
0' - 2"
0'
-
2
"
6'
-
1
0
"
3' - 4"3' - 10"
6'
-
1
0
"
0'
-
2
"
0' - 2"
A
ALUMINUMFRAME
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1
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ALUMINIUMFRAME
AB
STEEL FRAME
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0
1
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0
1
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STEEL FRAME
GLAZING SCHEDULE
1" INSULATED GLASS
TEMPERED1
3' - 4"
7'
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2
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3'
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6' - 4"1' - 8"
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Drawn By:
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1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
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1355 East Center Street
Pocatello, ID 83204
Tel: (208) 233-0501
Fax: (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERED ING.
1823 East Center Street
Pocatello, ID 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
11/22/2019 5:33:43 PM
S:\Drawings\782-Berry Oil\07 -BIM\782 - RS MEDICAL Shrunk -CENTRAL.rvt
A6.1
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NOVEMBER2019
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NOVEMBER2019
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REMARKS
SIZE
GL
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MATERIAL
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101A 101 E Yes 6' - 0" 7' - 0" 1 ALUM CLR 4 ALUM CLR B
102A 102 E Yes 6' - 0" 7' - 0" 1 ALUM CLR 4 ALUM CLR B
103A 103 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
104A 104 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
105A 105 B Yes 3' - 6" 6' - 8" SOLID WOOD CORE STAIN 2 HM PAINT A
106A 106 C Yes 2' - 8" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
106B 106 C Yes 2' - 8" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
107A 107 B Yes 3' - 6" 6' - 8" SOLID WOOD CORE STAIN 2 HM PAINT A
108A 108 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
109A 109 B Yes 3' - 6" 6' - 8" SOLID WOOD CORE STAIN 2 HM PAINT A
110A 110 B Yes 3' - 6" 6' - 8" SOLID WOOD CORE STAIN 2 HM PAINT A
111A 111 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
112A 112 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
114A 114 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
115A 115 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
116A 116 D Yes 3' - 0" 7' - 0" 1 ALUM CLR 3 ALUM CLR B MUST INCLUDE PANIC HARDWARE
117A 117 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
118A 118 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
119A 119 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
120A 120 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
121A 121 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
123A 123 A Yes 3' - 0" 6' - 8" SOLID WOOD CORE STAIN 1 HM PAINT A
NOTE:
REFER TO A1.1 FLOOR
PLAN FOR DOOR MARKS
SCALE:1/4" = 1'-0"
DOOR TYPES
WINDOW SCHEDULE
MA
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Co
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A
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FR
A
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GL
A
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A 2 6 '- 8" 8' - 0" 10' - 0" ALUM 1
B 2 10' - 8" 8' - 0" 10' - 0" ALUM 1
C 8 6' - 0" 2' - 0" 8' - 0" ALUM 1
D 2 4' - 0" 2' - 0" 8' - 0" ALUM 1
E 1 3' - 6" 4' - 0" 7' - 0" STL LEAD LINED 2
Grand total: 15
SCALE:1/4" = 1'-0"
WINDOW TYPES
SCALE:1/4" = 1'-0"
FRAME TYPES
SCALE:3" = 1'-0"
FRAME PROFILES
A B C D E
1 2 3 4
A B C D E
NOTE:STOREFRONT MULLIONS TO BE 2" X 5" RECTANGULAR UNLESS OTHERWISE NOTED
NOTE:MULLIONS TO BE 2" X 5" RECTANGULAR UNLESS OTHERWISE NOTED
JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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P R O F E S S I O NAL ENGI
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TATE OF I D A H O
A
11/7/19
14134
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N
P
L
A
N
S
/
D
E
T
A
I
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S
)
GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2015 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.156, SS = 0.441DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.226, SDS = 0.425PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0655. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE37.2 PSFNET UPLIFT ON ROOF17.4 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF20 PSFFLOOR (OFFICE +PARTITION)65 PSF18 PSFFLOOR (LOBBY &CORRIDOR)100 PSF18 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/600L/240BEAMSL/360L/240 FOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE F
O
U
N
D
A
T
I
O
N
H
A
S
B
E
E
N
D
E
S
I
G
N
E
D
ACCORDING TO THE RECOMMENDATIONS OF
C
H
A
P
T
E
R
1
8
O
F
T
H
E
I
B
C
.
2.THE SOIL DESIGN VALUES LISTED BELOW HA
V
E
B
E
E
N
A
P
P
R
O
V
E
D
B
Y
T
H
E
CITY/COUNTY BUILDING DEPARTMENT, CONTI
N
G
E
N
T
T
H
A
T
T
H
E
S
O
I
L
O
N
T
H
E
S
I
T
E
PREDOMINATELY CONSISTS OF SAND AND/OR
G
R
A
V
E
L
.
SPECIFIC SOIL CLASSIFICATIONS SHOULD BE
O
N
E
O
F
T
H
E
F
O
L
L
O
W
I
N
G
:
S
A
N
D
Y
GRAVEL OR GRAVEL(GW OR GP), SAND(SW A
N
D
S
P
)
,
S
I
L
T
Y
S
A
N
D
(
S
M
)
,
C
L
A
Y
E
Y
SAND(SC), SILTY GRAVEL(GM), OR CLAYEY GR
A
V
E
L
(
G
C
)
.
T
H
E
S
E
S
O
I
L
CLASSIFICATIONS CAN BE FOUND IN TABLE 18
0
6
.
2
O
F
C
H
A
P
T
E
R
1
8
O
F
T
H
E
I
B
C
.
VERIFICATION OF SOIL CLASSIFICATION IS TH
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
CONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSU
R
E
S
I
S
A
L
L
O
W
E
D
W
I
T
H
S
E
I
S
M
I
C
O
R
WIND LOAD COMBINATIONS. LATERAL BEARIN
G
A
N
D
L
A
T
E
R
A
L
S
L
I
D
I
N
G
R
E
S
I
S
T
A
N
C
E
MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPAC
T
E
D
E
N
G
I
N
E
E
R
E
D
F
I
L
L
O
R
C
O
M
P
E
T
E
N
T
NATIVE SOIL SUBBASE COMPACTED TO 95% D
R
Y
D
E
N
S
I
T
Y
(
S
T
A
N
D
A
R
D
P
R
O
C
T
O
R
)
.
GRADE IS DEFINED AS LOWEST ADJACENT G
R
A
D
E
W
I
T
H
I
N
5
F
E
E
T
O
F
T
H
E
B
U
I
L
D
I
N
G
FOR PERIMETER FOOTINGS. WHERE EXTERIO
R
P
A
V
I
N
G
O
R
C
O
N
C
R
E
T
E
I
S
D
I
R
E
C
T
L
Y
ADJACENT TO BUILDING, GRADE IS DEFINED
A
S
T
O
P
O
F
E
X
T
E
R
I
O
R
P
A
V
I
N
G
A
T
L
E
A
S
T
5 FEET FROM BUILDING. CONCRETE FOOTING
E
X
C
A
V
A
T
I
O
N
S
S
H
A
L
L
B
E
C
L
E
A
N
A
N
D
FREE OF LOOSE DEBRIS OR UN-COMPACTED
M
A
T
E
R
I
A
L
A
T
T
I
M
E
O
F
C
O
N
C
R
E
T
E
PLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUPP
O
R
T
E
D
O
N
A
4
I
N
C
H
(
M
I
N
)
L
A
Y
E
R
O
F
FREE-DRAINING GRANULAR MAT (DRAINAGE F
I
L
L
C
O
U
R
S
E
)
.
T
H
E
M
A
T
S
H
O
U
L
D
CONSIST OF A WELL GRADED SAND AND GRA
V
E
L
M
I
X
T
U
R
E
W
I
T
H
M
A
X
I
M
U
M
3
/
4
-
I
N
C
H
CRUSHED AGGREGATE. THE GRANULAR MAT
S
H
O
U
L
D
B
E
C
O
M
P
A
C
T
E
D
T
O
N
O
L
E
S
S
THAN 95% OF THE MAXIMUM DRY DENSITY AS
D
E
T
E
R
M
I
N
E
D
B
Y
A
S
T
M
D
1
5
5
7
.
6.BACKFILL AGAINST RESTRAINED WALLS SHAL
L
N
O
T
B
E
P
L
A
C
E
D
U
N
T
I
L
A
F
T
E
R
T
H
E
WALLS ARE SUPPORTED BY THE COMPLETIO
N
O
F
I
N
T
E
R
I
O
R
F
L
O
O
R
S
Y
S
T
E
M
S
A
N
D
CONCRETE OR GROUT STRENGTH HAS REAC
H
E
D
T
H
E
2
8
D
A
Y
S
T
R
E
N
G
T
H
L
I
S
T
E
D
BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION A
R
E
:
ALLOWABLE BEARING PRESSURE
1
5
0
0
P
S
F
ALLOWABLE LATERAL BEARING PRESSURE
1
5
0
P
S
F
/
F
T
ALLOWABLE LATERAL SLIDING COEFFICIENT
0
.
2
5
FOUNDATION BEAR
I
N
G
D
E
P
T
H
36" BELOW FINISHE
D
G
R
A
D
E
C
O
N
C
R
E
T
E
:
2
.
A
L
L
N
O
R
M
A
L
W
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B
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1
5
0
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.
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3
3
.
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.
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TATE OF I D A H O
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11/7/19
14134
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P R O F E S S I O NAL ENGI
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S
TATE OF I D A H O
A
11/7/19
14134
D
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JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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1
2
1
1
1
1
1
9
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4
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5
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3
1
2
3'-0"
MAX
6
8
7
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5
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4
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1
5
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6
1
4
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3
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MAX
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ELECTRICAL EQUIP. CLEARANCE ELECTRICAL EQUIPMENT NOTE #1 N O T E #4NOTE#3 NOTE#2 NOTES:1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDT H OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGR EES.3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSI TION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR.4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARAN CE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE.GENERAL NOTES:A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE O F THE EQUIPMENT.8270 S T AT E O F I D AHO T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com1152 BOND AVENUE - Suite AREXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271 WWW.JRWA.COM Job Number:Date:Drawn By:STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227 -8404 Fax: (208) 227 -8405 Checked By:Plot Date:Consultants:Drawing Number:File:Revisions:Project:Drawing Title:® JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT IS PROHIBITED MECHANICAL ENGINEERING ENGINEERED SYSTEM ASSOC.1355 East Center Street Pocatello, ID 83204 Tel: (208) 233 -0501 Fax: (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERED ING.1823 East Center Street Pocatello, ID 83201 Tel: (208) 232 -4439 Fax: (208) 232 -1435 P.E. JOB #199311-20 -2019 BRP TEP 11 -20 -19 11/20/2019 3:25:37 PM \\Peserver\Payne Engineering Data\2019\Sterling Medical (Redesign) -1993a\10_Working Drawings\RS MEDICAL Shrunk - R19 - BRP.rvt E0.0ELECTRICAL SYMBOLS & DETAILS 782STERLING MEDICAL
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EG OF LIGHTING CIRCUIT.8270 S T AT E O F I D AHO T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com1152 BOND AVENUE - Suite AREXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271 WWW.JRWA.COM Job Number:Date:Drawn By:STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227 -8404 Fax: (208) 227 -8405 Checked By:Plot Date:Consultants:Drawing Number:File:Revisions:Project:Drawing Title:® JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT IS PROHIBITED MECHANICAL ENGINEERING ENGINEERED SYSTEM ASSOC.1355 East Center Street Pocatello, ID 83204 Tel: (208) 233 -0501 Fax: (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERED ING.1823 East Center Street Pocatello, ID 83201 Tel: (208) 232 -4439 Fax: (208) 232 -1435 P.E. JOB #199311-20 -2019 BRP TEP 11 -20 -19 11/20/2019 3:25:39 PM \\Peserver\Payne Engineering Data\2019\Sterling Medical (Redesign) -1993a\10_Working Drawings\RS MEDICAL Shrunk - R19 - BRP.rvt E1.0LIGHTING PLAN 782STERLING MEDICAL
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