HomeMy WebLinkAboutPLANS - 22-00798 - Madison Station Apartments - Bldg 4AREA MAP
PROJECT
SITE
DRAWING INDEX
GENERAL NOTES
1. all dimensions are from face of stud. (u.n.o)
2. SITE CONCRETE FLATWORK THAT ABUTTS FOUNDATION
SHALL UTILIZE 1/2" EXPANSION MATERIAL WITH CONTINUOUS
SEALING ON TOP.
3. HORIZONTAL GYPSUM SHALL BE INSTALLED
PERPENDICULAR TO CEILING FRAMING PER IBC 2508.5.2.
4. ELECTRICAL BOXES IN RATED ASSEMBLIES SHALL BE STEEL
OR HAVE A LISTED FIRE-RATING EQUIVALENT TO THE
ASSEMBLY. ANNULAR SPACE BETWEEEN THE MEMBRANE
AND THE BOX SHALL NOT EXCEED 1/8" PER IBC 714.3.2.
5. RECESSED LUMINAIRES INSTALLED WITHIN THE BUILDING
ENVELOPE SHALL COMPLY WITH IECC R402.4.5. FIXTURES
SHALL BE IC-RATED AND SEALED AIR TIGHT.
6. WALL TILE IN SHOWER/TUB ENCLOSURES SHALL BE
INSTALLED PER IBC 2509.2, WITH THE USE OF GLASS-MAT
GYPSUM PANELS, ASTM C1178, FIBER-CEMENT BACKER
BOARD, ASTM C1288, OR FIBER-MAT REINFORCED
CEMENTITIOUS BACKER BOARD, ASTM C1325.
7. UPPER LEVEL OPERABLE WINDOWS WITH SILLS WITHIN 36" OF
THE FLOOR SHALL COMPLY WITH ASTM F2090 & IBC
SECTION 1030.2 (OPENING CONTROL DEVICE)
8. fire blocking:
A. provide fire blocking at floor and ceiling
levels.
B. provide fire blocking horizontally at intervals
not to exceed 10-feet.
CODE REVIEW
APPLICABLE BUILDING CODES:
2018 IBC, IMC, IECC, NEC
OCCUPANCY:
R-2
CONSTRUCTION TYPE:
V-B
FIRE SPRINKLER:
YES, 13-R
fire extinguishers
• f.e.:
1. 1a;10b;c
2. fire extiguisher
• f.e.c.:
1. 4a;60b'c
2. surface mounted fire extiguisher
cabinet.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel: (208) 233-0501
Fax: (208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
OF
10/25/2022 11:36:17 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.1
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OCT, 2022
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REXBURG IDAHO
MADISON STATION APTS.
GENERAL
SITE DESIGN
CIVIL
ARCHITECTURAL
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
G1.3 MAIN FLOOR CODE REVIEW
G1.4 2ND FLOOR CODE REVIEW
G1.5 3RD FLOOR CODE REVIEW
---- COVER
G-1 NOTES
C-1 EXISTING CONDITIONS & DEMOLITION PLAN
C-2 OVERALL SITE PLAN
C-3 GRADING & STORM PLAN
C-4 STORM AREA TABLES
PP-1 ALIGNMENT D, G, & E
PP-2 ALIGNMENT F
PP-3 ALIGNMENT C & H
PP-4 ALIGNMENT A
PP-5 ALIGNMENT B, I, & J
PP-6 ALIGNMENT K
SWPPP STORM WATER POLLUTION PREVENTION
PLAN
D-1 DETAILS
D-2 DETAILS
SD1.1 ARCHITECTURAL SITE PLAN
SD2.1 ARCHITECTURAL SITE DETAILS
A1.1 MAIN FLOOR PLAN
A1.2 2ND FLOOR PLAN
A1.3 3RD FLOOR PLAN
A1.4 ROOF PLAN
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
A3.2 STAIR SECTIONS
A3.3 WALL TYPES
A4.1 MILWORK DETAILS - TYPE "1" UNIT
A4.2 MILWORK DETAILS - TYPE "2" UNIT
A4.3 MILWORK DETAILS - TYPE "3" UNIT
A5.1 DOOR SCHEDULE
PLUMBING
MECHANICAL
ELECTRICAL
STRUCTURAL
A5.2 WINDOW SCHEDULE
A6.1 LARGE SCALE PLAN - TYP. TYPE 1 UNIT
A6.2 LARGE SCALE PLAN - TYP. TYPE 2 UNIT
A6.3 LARGE SCALE PLAN - TYP. TYPE 3 UNIT
S1.0 GENERAL STRUCTURAL NOTES
S1.1 SPECIAL INSPECTIONS
S1.2 TYPICAL DETAILS
S1.3 TYPICAL DETAILS
S1.4 PLAN SCHEDULES
S2.0 FOUNDATION PLAN
S2.1 SECOND FLOOR FRAMING PLAN
S2.2 THIRD FLOOR FRAMING PLAN
S2.3 ROOF FRAMING PLAN
S3.0 FOUNDATION DETAILS
S4.0 FLOOR FRAMING DETAILS
S4.1 FLOOR FRAMING DETAILS
S5.0 ROOF FRAMING DETAILS
P1.0 FOUNDATION PLUMBING PLAN
P1.1 LEVEL 1 PLUMBING FLOOR PLAN
P1.2 LEVEL 2 PLUMBING FLOOR PLAN
P1.3 LEVEL 3 PLUMBING FLOOR PLAN
P2.1 LARGE SCALE TYP. APT. PLUMBING PLANS
P3.0 PLUMBING DETAILS & SCHEDULES
M1.1 LEVEL 1 MECHANICAL FLOOR PLAN
M1.2 LEVEL 2 MECHANICAL FLOOR PLAN
M1.3 LEVEL 3 MECHANICAL FLOOR PLAN
M2.1 LARGE SCALE TYP. APT. MECH. PLANS
M3.0 MECHANICAL DETAILS & SCHEDULES
E0.0 ELECTRICAL SYMBOLS & DETAILS
E1.1 1ST FLOOR ELECTRICAL PLANS
E1.2 2ND FLOOR ELECTRICAL PLANS
E1.3 3RD FLOOR ELECTRICAL PLANS
E2.0 TYPICAL UNIT PLANS
E3.0 POWER RISER DIAGRAM & SCHEDULES
ARCHITECTURAL CONT.
CL
LC
CL
LC
LC LC CL
LC
#304
ROOM
WASTE
TOWELS TOWELS
WASTE
VEND.
WASTE
48" AFF MAX
48" AFF MAX
48" AFF MAX
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48" AFF MAX
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48" AFF MAX
TO
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19" AFF MIN
27" AFF MAX
19 AFF MIN
27" AFF MAX
TOWEL DISPENSER & WASTE
RECEPTACLE TOWEL DISPENSER HAND DRYER
SANITARY
PRODUCTS
VENDOR
WASTE RECEPTACLE TISSUE
DISPENSER
NAPKIN
DISPOSAL
NOTE:
PROVIDE A MIN CLEAR FLOOR
SPACE OF 30"x48" AT
APPROACH ALONG AN
ACCESSIBLE ROUTE.
33" MIN
36" MAX
12" MAX
3'-8" MIN
36" MAX
39" - 41"
39" - 41"
18" MAX
17" - 19"
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
TO DISP. OUTLET
48" MAX
TO MIRROR
38" MAX
9" MIN
MIN CLR WIDTH
2' - 6"
29" MIN
34" MAX
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INSULATE ALL
EXPOSED PIPES
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.
6" MAX TOE
17" MIN
27" MIN
29" MIN
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8" MIN
KNEE
CLEARANCE
CLEARANCE
9" MIN
6" MAX
8" MIN
27" MIN
OF SPOUT
36" MAX TOP
17"-19"
5' - 0" AFF
MOUNT SIGNS AT LATCH SIDE OF
DOOR, OR NEAREST ADJACENT WALL.
AT WALL
18" MIN
CLR WIDTH
30" MIN
TOP OF RIM
17" MAX
FACE OF FINISHED WALL
NOTES:
1. FLUSH VALVE HANDLE
AT 44" AFF MAX.
2. 30" x 48" MIN CLR FLR
SPACE AT APPROACH
3. 5 LBS MAX FORCE TO
OPERATE FLUSH
VALVE.
4. 14" MIN PROJECTION
FROM WALL.
15" MIN 48" MAX
ELEC. OUTLET SWITCHES, THERMOSTATS,
ETC.
LAVATORY, MIRROR, AND
SOAP DISPENSER
LAVATORY DRINKING FOUNTAIN PERMANENT ROOM
SIGNAGE
URINAL ELECTRICAL DEVICES
NOTE:
18" MIN CLR FROM WALL
TO
OF LAVATORYLC
NOTE:
PROVIDE MIN CLEAR FLOOR SPACE OF 30" x 48" WITH 19"
MAX EXTENDING UNDER LAV./D.F. TO INSULATED
PIPING/PLUMBING.
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.FINISH FLOOR TYP.FINISH FLOOR TYP.
0' - 9"
33" - 36"3" - 6"
1' - 6"
CONTROL END
ELEVATION
BACK WALL ELEVATION PLAN VIEW
33" - 36"
33" - 36"3" - 6"
1' - 6"
1' - 0"
24" MAX 24" MIN 12" MAX
4" MAX 24" MIN
BACK WALL
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15" MIN
48" MAX
20" MAX
48" MAX
•20"-25"
44" MAX
10" MAX
48" MAX
15" MIN.
10" MAX
34" MAX
48" MAX
34" MAX
48" MAX
•10"-24"
48" MIN
19" MAX
27" MIN
34" MAX
17" MIN
40" MAX
34" MAX
27" MIN
9" MIN
6" MAX8" MIN
GUIDANCE FOR KNEE SPACES IN "A"
BATHROOMS
GUIDANCE FOR KNEE SPACES IN "B"
BATHROOMS
KNEE SPACE AT LAVATORIESOBSTRUCED HIGH SIDE REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.2
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SCALE: 3/8" = 1'-0"
Standard Accessibility Installation
Requirements
SCALE:1/2" = 1'-0"
Typical Clearance Requirements
UP UP
F.E.C.F.E.C.
0" / 12"
0" / 12"
1:
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1-HR FIRE-
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STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.3
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5
30 MINUTE
RATED WALL
ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
30 MINUTE
RATED WALL
ASSEMBLY
REFER TO CODE REVIEW SUBMITTTED AS
SEPERATE DOCUMENT FOR ADDITIONAL
INFORMATION
WINDOWS
TO HAVE
SPRINKLER
"WINDOW
WASH"
SYSTEM
BASIS OF
DESIGN:
TYCO "CWS"
WINDOWS
TO HAVE
SPRINKLER
"WINDOW
WASH"
SYSTEM
BASIS OF
DESIGN:
TYCO "CWS"
DN UP DNUP
F.E.C.F.E.C.
B U I L D I N G D I A G O N A L : 1 5 7 '
1-HR FIRE-
RATED WALL
1/3 D I A G O N A L = 5 2 '
66' >52' = PASS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
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O
N
S
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N
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O
F
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A
R
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I
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T
I
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P
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HI
B
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E
D
OF
10/25/2022 11:36:19 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.4
2N
D
F
L
O
O
R
C
O
D
E
R
E
V
I
E
W
870
MA
D
I
S
O
N
S
T
A
T
I
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N
A
P
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S
.
OCT, 2022
JRN
BAM
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X
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B
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,
I
D
A
H
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5
REFER TO CODE REVIEW SUBMITTTED AS
SEPERATE DOCUMENT FOR ADDITIONAL
INFORMATION
30 MINUTE
RATED WALL
ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
30 MINUTE
RATED WALL
ASSEMBLY
F.E.C.F.E.C.
B U I L D I N G D I A G O N A L : 1 5 7 '
1-HR FIRE-
RATED WALL
1/3 D I A G O N A L = 5 2 '
66' >52' = PASS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
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C
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Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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PR
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A
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A
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10/25/2022 11:36:19 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.5
3R
D
F
L
O
O
R
C
O
D
E
R
E
V
I
E
W
870
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
OCT, 2022
JRN
BAM
RE
X
B
U
R
G
ID
A
H
O
RE
X
B
U
R
G
,
I
D
A
H
O
5
REFER TO CODE REVIEW SUBMITTTED AS
SEPERATE DOCUMENT FOR ADDITIONAL
INFORMATION
30 MINUTE
RATED WALL
ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
1-HOUR RATED
WALL ASSEMBLY
30 MINUTE
RATED WALL
ASSEMBLY
W
D
DW
WD
DW
UP
W D
DW
WD
DW
W
D
DW
W D
DW
W
D
DW
W D
DW
UP
WD
DW
W D
DW
W
D
DW
WD
DW
A6.1
1
A6.3
1
1
A3.1
A6.2
1
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4'
-
2
"
14
'
-
0
3
/
4
"
7'
-
5
"
16
'
-
6
1
/
4
"
11
'
-
8
"
38
'
-
0
"
4'
-
2
"
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
96
'
-
0
"
60' - 0"20' - 0"60' - 0"
W1
W1
W3
W3
W3
W3
W3
UNIT type 3
UNIT 101
1
A3.2
1
A3.2
UNIT type 2
UNIT 103
UNIT type 1
UNIT 105
W1
W1
W1
W1
W2
W2
W2 W2
W2
W2
W2
W1
W1
W1
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
W1
W1
W3
W3
W3
W3
W3
UNIT type 3
UNIT 101
UNIT type 2
UNIT 103
UNIT type 1
UNIT 105
W1
W1
W1
W1
W2
W2
W2W2
W2
W2
W2
W1
W1
W1
140' - 0"
140' - 0"
2
A3.1
96
'
-
0
"
F1 F2
W2
W2W2
W2
F.E.C.F.E.C.
fire
riser
IT/
comm
riser
0"
/
1
2
"
0"
/
1
2
"
1:
2
0
s
l
o
p
e
1:
2
0
s
l
o
p
e
1
A2.2
60' - 0"20' - 0"60' - 0"
W2
W2 W2
W2
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
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(
2
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8
)
3
5
9
-
2
3
0
9
F
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(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
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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
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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c
t
:
Dr
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T
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OF
10/25/2022 11:35:46 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.1
MA
I
N
F
L
O
O
R
P
L
A
N
870
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
OCT, 2022
EUP
BAM
RE
X
B
U
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G
ID
A
H
O
RE
X
B
U
R
G
,
I
D
A
H
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16
SCALE:3/16" = 1'-0"
F.F. 1ST FLOOR
PLAN NORTH
DN UP
W
D
DW
WD
DW
W D
DW
W
D
DW
WD
DW
W D
DW
DNUP
W
D
DW
W D
DW
WD
DW
W
D
DW
W D
DW
WD
DW
1
A3.1
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
38
'
-
0
"
4'
-
2
"
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
96
'
-
0
"
20' - 0"60' - 0"
1
A3.2
60' - 0"20' - 0"
2
A3.1
1
A3.2
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2
W2 W2
W2
W2
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
96
'
-
0
"
60' - 0"
60' - 0"
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2
W2W2
W2
W2
fire riser
roof below
9" / 12"9" / 12"
1' - 0"
wall below
6'
-
2
"
140' - 0"
140' - 0"
F.E.C.F.E.C.
W2
W2
W3W3
W2
W2
1
A2.2
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
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E
-
S
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t
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A
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B
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8
3
4
4
0
VO
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(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
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(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
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W
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
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
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w
i
n
g
T
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:
®
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PR
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B
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OF
10/25/2022 11:35:48 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.2
2N
D
F
L
O
O
R
P
L
A
N
870
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
OCT, 2022
EUP
BAM
RE
X
B
U
R
G
ID
A
H
O
RE
X
B
U
R
G
,
I
D
A
H
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16
SCALE: 3/16" = 1'-0"
F.F. 2ND FLOOR
PLAN NORTH
W
D
DW
WD
DW
W D
DW
W
D
DW
WD
DW
W D
DW
W
D
DW
W D
DW
WD
DW
W
D
DW
W D
DW
WD
DW
1
A3.1
96
'
-
0
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
38
'
-
0
"
4'
-
2
"
1
A3.2
2
A3.1
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
1
A3.2
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2 W2
W2
W2
96
'
-
0
"
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4' - 0"8' - 7"23' - 3"17' - 7"6' - 7"
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2W2
W2
W2
6'
-
2
"
140' - 0"
140' - 0"
F.E.C.F.E.C.
W2 W2
W3 W3
1
A2.2
60' - 0"20' - 0"60' - 0"
60' - 0"20' - 0"60' - 0"
W2W2
W2
W2
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
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G
,
I
D
A
H
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8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
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10/25/2022 11:35:50 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.3
3R
D
F
L
O
O
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P
L
A
N
870
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
OCT, 2022
EUP
BAM
RE
X
B
U
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G
ID
A
H
O
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B
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G
,
I
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A
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16
SCALE: 3/16" = 1'-0"
F.F. 3RD FLOOR
PLAN NORTH
1
A3.1
6"
/
1
2
"
6"
/
1
2
"
2
A3.1
EXTERIOR WALL BELOWBEAM BELOW
EXTERIOR WALL BELOW
EXTERIOR WALL BELOW
BEAM BELOW
EXTERIOR WALL BELOW BEAM BELOW
EXTERIOR WALL BELOW
EXTERIOR WALL BELOW
BEAM BELOW
2' - 0"
19' - 10"
AT
T
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AT
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ATTIC DRAFT STOP ATTIC DRAFT STOP
AT
T
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A
F
T
S
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AT
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2' - 0"
6" / 12"
6" / 12"
6"
/
1
2
"
6"
/
1
2
"
3 3
3 3
7
1
overbuilt
area
overbuilt
area
overbuilt
area
static roof
vent. typ.
24" x 36" lower
sheathing
opening. typ.
24" x 36" lower
sheathing
opening. typ.
6" / 12"
6" / 12"
1
A2.2
2' - 0"
2' - 0"2' - 0"
overbuilt
area
TYP.
48" MIN.
TYP.
48" MIN.
7
7
7
7
7
7
7
2 2
2 2
TYP.
48" MIN.
6" / 12"
6" / 12"
33
337
7
7
7
7
7
7
7
22
22
overbuilt
area
static roof
vent. typ.
6" / 12"6" / 12"
6" / 12"6" / 12"
6" / 12"
6" / 12"
TYP.
48" MIN.
TYP.
48" MIN.
TYP.
48" MIN.
6" / 12"
6" / 12"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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10/25/2022 11:35:52 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.4
RO
O
F
P
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A
N
870
MA
D
I
S
O
N
S
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A
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I
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N
A
P
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S
.
OCT, 2022
EUP
BAM
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ID
A
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B
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,
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16
SCALE: 3/16" = 1'-0"
ROOF
PLAN NORTH
TYPICAL NOTES
1. all roofing to be architectural
asphalt shingles on ice & water
sheild. typ.
2. no roof penetrations, including
vents, are permitted within 48" of
attic draft stop.
3. attic draft stops are to be a
maximum of 50'-0" apart. locations
shown on roof plan.
4. static roof vents ("turtle" Vents)
are shown in required locations to
provide code-required venting in
each truss and over-built area.
Do not relocate vents without
architect's prior approval.
5. Roof vents to provide a minimum of
50 sq. inches of ventilation each.
6. ROOF VENTILATION OPENINGS TO BE 48"
MIN. FROM ADJACENT ATTIC DRAFT
STOPS.
7. shaded regions indicate overbuilt
areas.
8. soffit to be continuously
perforated for required
ventilation.
9. 24" x 36" sheathing opening between
trussed and overbuilt area in
indicated locations required to
provide ventilation and access up
into overbuilt areas.
elev0' -0"
F.F. 1ST FLOOR
elev10' -3"
F.F. 2ND FLOOR
elev20' -6"
F.F. 3RD FLOOR
elev29' -7 1/2"
ROOF
B
B
B
A
A
5
3
27
7
3
11
6
3
2 7
7
3
6
A A2.1
A
A B
BA
A B
elev0' -0"
F.F. 1ST FLOOR
elev10' -3"
F.F. 2ND FLOOR
elev20' -6"
F.F. 3RD FLOOR
elev29' -7 1/2"
ROOF
45
2
3
1
2
4
2
3
1
6
A
A
A A
A
A A
A
A A
A
A
elev0' -0"
F.F. 1ST FLOOR
elev10' -3"
F.F. 2ND FLOOR
elev20' -6"
F.F. 3RD FLOOR
elev29' -7 1/2"
ROOF
AA A
AA A
A A A
A
A
A
45
3
3
1
2
6
4
3
3
1
6
6
elev0' -0"
F.F. 1ST FLOOR
elev10' -3"
F.F. 2ND FLOOR
elev20' -6"
F.F. 3RD FLOOR
elev29' -7 1/2"
ROOF
6
5
3
27
7
3
11
6
3
2 7
7
3
6
A2.1
A
B A
A
AB
B
A
A
A B
B
B
B
A2.1
APPROX. 38 3/8"
46"
4"
6X6 TUBE STEEL
6X6 TUBE STEEL
C6X8.2
2X2 SQUARE MESH
16 GA. INFILL
A2.1
C
6X6 TUBE STEEL
6X6 TUBE STEEL
C6X8.2 - "C"
FACING OUT
4"
46"
2X2 SQUARE MESH
16 GA. INFILL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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j
e
c
t
:
Dr
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i
n
g
T
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:
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10/25/2022 11:36:01 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA2.1
EX
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E
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870
MA
D
I
S
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N
S
T
A
T
I
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N
A
P
T
S
.
OCT, 2022
eup
bam
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ID
A
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16
SCALE:1" = 10'-0"
PLAN SOUTH ELEVATION
SCALE:1" = 10'-0"
PLAN WEST ELEVATION
SCALE:1" = 10'-0"
PLAN EAST ELEVATION
SCALE:1" = 10'-0"
PLAN NORTH ELEVATION
KEY NOTES
1 ARCHITECTURAL ASPHALT SHINGLES
2 VERTICAL WOOD SIDING
3 HORIZONTAL WOOD SIDING
4 VERTICAL WAINSCOT
5 RIGHT DIAGONAL WAINSCOT
6 LEFT DIAGONAL WAINSCOT
7 vertical WIDE WOOD SIDING
SCALE:3/4" = 1'-0"A2.1
ATRESTLE RAILING
SCALE:3/4" = 1'-0"A2.1
BTRESTLE SECTION
SCALE:1 1/2" = 1'-0"A2.1
CTRESTLE RAILING - DETAIL
TYPICAL NOTES
1. ALL MECHANICALLY FASTENED FLASHING SHALL
BE EXTENDED UP WALL A MINIMUM OF 9".
2. sELF-ADHERED FLASHING OF SELF-HEALING
NATURE SHALL BE USED AT FASTENER
PENETRATIONS AT ALL HEADS AND JAMBS.
3. fLASHING TO BE APPLIED OVER SOLID
BACKING PER MANUFACTURER'S INSTRUCTIONS.
4. dOOR / WINDOW FRAME SHALL NOT BE USED AS
CLADDING TERMINATION. INSTALL PER AAMA
2400-10, WHICH REQUIRES A 1/4" MINIMUM JOINT
FOR CLADDING EXPANSION AND
CONSTRACTION. FILL JOINT WITH BACKER ROD
AND COMPATIBLE SEALANT PER PROCEDURE
5.5, 6.4, AND 6.5. "J" MOLD SHALL BE USED TO
TERMINATE SIDING AT JAMBS AND SILLS AS
REQUIRED. INSTALL PER SIDING
MANUFACTURER'S WRITTEN INSTRUCTIONS.
5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP
FLASHING IN ADDITION TO MEMBRANE FLASHING.
SET FLASHING IN BED OF MASTIC. NO SEALANT
SHALL BE PLACED BETWEEN THE CLADDING
AND DRIP EDGE.
6. PERIMETER WINDOW / DOOR VOIDS SHALL BE
FILLED WITH LOW-EXPANSION URETHANE FOAM.
7. EXTERIOR WALL PENETRATIONS, SUCH AS
VENTS, ELECTRICAL PANELS, UTILITY VAULTS,
FIRE EXTINGUISHER CABINETS, AND SO FORTH
SHALL BE FLASHED AS A DOOR / WINDOW.
8. WINDOW SILL WEEP HOLES SHALL NOT BE
BLOCKED, THEY MUST BE OPEN.
elev0' -0"
F.F. 1ST FLOOR
elev10' -3"
F.F. 2ND FLOOR
elev20' -6"
F.F. 3RD FLOOR
elev29' -7 1/2"
ROOF
5
1
2
2
1
6
2
2
1
B
B
B B
B
B
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
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E
-
S
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8
3
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4
0
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(
2
0
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)
3
5
9
-
2
3
0
9
F
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(
2
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8
)
3
5
9
-
2
2
7
1
WW
W
.
J
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W
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
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
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10/25/2022 11:36:03 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA2.2
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
870
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
OCT, 2022
eup
bam
RE
X
B
U
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G
ID
A
H
O
RE
X
B
U
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G
,
I
D
A
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O
16
KEY NOTES
1 ARCHITECTURAL ASPHALT SHINGLES
2 VERTICAL WOOD SIDING
3 HORIZONTAL WOOD SIDING
4 VERTICAL WAINSCOT
5 RIGHT DIAGONAL WAINSCOT
6 LEFT DIAGONAL WAINSCOT
7 vertical WIDE WOOD SIDING
TYPICAL NOTES
1. ALL MECHANICALLY FASTENED FLASHING SHALL
BE EXTENDED UP WALL A MINIMUM OF 9".
2. sELF-ADHERED FLASHING OF SELF-HEALING
NATURE SHALL BE USED AT FASTENER
PENETRATIONS AT ALL HEADS AND JAMBS.
3. fLASHING TO BE APPLIED OVER SOLID
BACKING PER MANUFACTURER'S INSTRUCTIONS.
4. dOOR / WINDOW FRAME SHALL NOT BE USED AS
CLADDING TERMINATION. INSTALL PER AAMA
2400-10, WHICH REQUIRES A 1/4" MINIMUM JOINT
FOR CLADDING EXPANSION AND
CONSTRACTION. FILL JOINT WITH BACKER ROD
AND COMPATIBLE SEALANT PER PROCEDURE
5.5, 6.4, AND 6.5. "J" MOLD SHALL BE USED TO
TERMINATE SIDING AT JAMBS AND SILLS AS
REQUIRED. INSTALL PER SIDING
MANUFACTURER'S WRITTEN INSTRUCTIONS.
5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP
FLASHING IN ADDITION TO MEMBRANE FLASHING.
SET FLASHING IN BED OF MASTIC. NO SEALANT
SHALL BE PLACED BETWEEN THE CLADDING
AND DRIP EDGE.
6. PERIMETER WINDOW / DOOR VOIDS SHALL BE
FILLED WITH LOW-EXPANSION URETHANE FOAM.
7. EXTERIOR WALL PENETRATIONS, SUCH AS
VENTS, ELECTRICAL PANELS, UTILITY VAULTS,
FIRE EXTINGUISHER CABINETS, AND SO FORTH
SHALL BE FLASHED AS A DOOR / WINDOW.
8. WINDOW SILL WEEP HOLES SHALL NOT BE
BLOCKED, THEY MUST BE OPEN.
SCALE:1" = 10'-0"
BREEZEWAY ELEVATION
elev0' -0"
F.F. 1ST FLOOR
elev10' -3"
F.F. 2ND FLOOR
elev20' -6"
F.F. 3RD FLOOR
elev29' -7 1/2"
ROOF
14
22
811
12
34
5 7
8
6
12
16
21
11
14
14
1
1013
15
22
8 11
1 2
3 4
57
8
6
12
16
21
11
1
10 13
18
23 23
15
elev0' -0"
F.F. 1ST FLOOR
elev10' -3"
F.F. 2ND FLOOR
elev20' -6"
F.F. 3RD FLOOR
elev-4' -0"
T.O.FOOTING
elev29' -7 1/2"
ROOF
1
A3.1
1221112
3344
5566 7
8888
6
9
10
11
12
13
15
8
16
18
19
20
21
2
34
5 6
10
11
13
8
21
7
9
11
12
15
8
16
19
20
21
9
11 8
21
3 4
5 6
11 111111
9' - 1 1/2"
10' - 3"
10' - 3"
9
17
17
212121
9
9
21
17
17
17
17
17
17
17
23 23
10 131013 1010
A2.1
A
18
1
A2.2
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA3.1
BU
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870
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OCT, 2022
eup
bam
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16SCALE: 3/16" = 1'-0"
Section b
SCALE: 3/16" = 1'-0"
Section A
KEY NOTES
1 FOOTING AND FOUNDATION AS PER STRUCTURAL DRAWINGS
2 COMPACTED ENGINEERED FILL
3 6" FREE DRAINING GRAVEL
4 VAPOR BARRIER
5 4" CONCRETE SLAB - SEE STRUCTURE
6 TREATED 2X PLATE W/ ANCHOR BOLTS - SEE STRUCTURAL
DRAWINGS
7 BITUMINOUS DAMPPROOFING
8 (2) LAYERS 5/8" TYPE 'x' GYP. BD. ON CHANNELS (1 HOUR RATED
CEILING)
9 3" CONCRETE ON FLOOR STRUCTURE, SEE STRUCTRAL DRAWINGS
10 2 LAYERS 5/8" TYPE 'X' GYP. BD. CEILING (1 HOUR RATED)
11 SOUND BATT INSULATION - FLOORS. fill cavity
12 EXTERIOR WALL BATT INSULATION. r-21
13 FOIL SCRIM KRAFT (FSK) BATT INSULATION ABOVE SUSPENDED
GYP. CEILING SYSTEMS IN ATTIC SPACE. r-50
14 sound batt insulation - walls. Fill cavity
15 ARCHITECTURAL ASPHALT SHINGLES ON ICE & WATER SHEILD ON
30# BUILDING FELT THROUGHOUT.
16 5/8" TYPE 'X' GYP. BD. (INSIDE ONLY)
17 5/8" TYPE 'X' GYP. BD. (1 LAYER EA. SIDE OF WALL) 1 HOUR FIRE
RATED
18 ATTIC DRAFT STOP - (1) LAYER 5/8" TYPE 'X' GYP. BD. ON (1)
SIDE OF ROOF TRUSS TAPE ALL JOINTS AND SEAL ALL
PENETRATIONS
19 AIR INFILTRATION BARRIER - TYVEK COMMERCIAL WRAP "d" OR
EQUAL, ALL JOINTS AND PENETRATIONS TO BE TAPED AND
SEALED, TYPICAL, ALL EXTERIOR WALLS
20 SHEATHING
21 1" GYP. CRETE ON 1/4" SOUND REDUCTION BD. (1 1/4" GYP. CRETE
IF SOUND BD. IS DELETED) ON FLOOR SEATHING
22 11 7/8" TJI FLOOR JOIST - SEE STRUCTURAL DRAWINGS
23 2" r-10 rigid insulation
MINIMUM INSULATION VALUES
• EXTERIOR WALL R21
• ROOF R38
• FOUNDATION WALL R20
• SOUND INSULATED FLOOR R11
elev0' -0"
F.F. 1ST FLOOR
elev10' -3"
F.F. 2ND FLOOR
elev20' -6"
F.F. 3RD FLOOR
A3.2
2
A3.2
3
STEEL STRUCTURE -
SEE STRUCTURAL
CONC. LANDING
OVER STEEL
DECK -SEE
STRUCT.
4" x 4" x 1/4"
STEEL ANGLE
WELD TO
BEAM AND
STRINGER
1 x 2" x 1/4" x REQ'D
LENGTH WELD TO PLATE
STAIR STRINGER
SEE STRUCT.
1" WIDE VISUAL
MARKING
STRIPE
TREAD: PRECAST
CONC. BOLT TO
ANGLE 5/8" BOLTS
CAST INTO TREAD
(2) EA. END
3/16" PLATE RISER
WELDED TO
STRINGER EA. END
STEEL BEAM
SEE STRUCT.
STEEL ANGLE BRACKET
1 1/2" x 1 1/2" x 3/16"
WELD AT STRINGER
1" SQUARE TUBE
STEEL WELDED
TO RAILS 1 1/2" SQUARE
TUBE STEEL
TOP RAILS
3" SQUARE TUBE
STEEL RISER
WELDED TO
STRINGER
1 1/2" 0 O.D.
TUBE STEEL
HAND RAIL
A
A
STAIR STRINGER
SEE STRUCT.STAIR STRINGER
SEE STRUCT.
1 1/2" SQUARE
TUBE STEEL
TOP RAIL
1 1/2" 0 O.D.
TUBE STEEL
HAND RAIL
1 1/2" SQUARE
TUBE STEEL
BOTTOM RAIL
• ALL WELDS TO BE GROUND SMOOTH
• ALL STEEL RAILING COMPONENTS TO BE
POWDER COATED
• COMPONENTS SHALL BE ASSEMBLED
SO AS A 4" 0 CYLINDER CANNOT PASS
THROUGH GAP
3" SQUARE
TUBE STEEL
RISER WELDED
TO STRINGER
NOTCH RISER AT STRINGER
GRIND WELDS SMOOTH
ELEVATION SECTION A
TREAD:
PRECAST CONC.
BOLT TO ANGLE 5/8"
BOLTS CAST INTO
TREAD (2) EA. END TREAD:
PRECAST CONC.
BOLT TO ANGLE 5/8"
BOLTS CAST INTO
TREAD (2) EA. END
CLCL
CL
CL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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:
Dr
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T
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA3.2
ST
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870
MA
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OCT, 2022
EUP
BAM
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16
SCALE:1/2" = 1'-0"A3.2
1STAIR SECTION
SCALE:1 1/2" = 1'-0"A3.2
2STAIR DETAIL
SCALE:3/4" = 1'-0"A3.2
3STAIR DETAIL
plywood
sheathing -see
structural
5/8" TYPE 'X' GYP.
BD.
2x6 STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
r-21 batt
insulation
5/8" TYPE 'X' GYP.
BD. OR FIBERGLASS
REINFORCED GYP.
BD. WHERE EXPOSED
TO WEATHER.
siding per
owner's
selection
vapor barrier
5/8" TYPE 'X'
GYP. BOARD
SOUND ATTENUATION
BAtt INSULATION
5/8" TYPE 'X'
GYP. BOARD
DOUBLE 2x4 STUD
WALL @ 16" O.C.
STAGGER STUD
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
SOUND ATTENUATION
0' - 8"
plywood
sheathing -see
structural
5/8" TYPE 'X' GYP.
BD.
2x6 STUD WALL @
16" O.C.
r-21 batt
insulation
siding per
owner's
selection
vapor barrier
5/8" GYP. BD. EA.
SIDE
2x4 STUD WALL
@ 16" O.C.
5/8" GYP. BD. EA.
SIDE
2x4 STUD WALL @
16" O.C.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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)
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J
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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e
c
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:
Dr
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T
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:
®
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA3.3
WA
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870
MA
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OCT, 2022
JRN
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16
wall type 1wall type 2wall type 3wall type 4wall type 5
2' - 6"
1' - 8"
2' - 10"
2' - 0"2' - 0"
2' - 9"2' - 1"
2' - 10"
2' - 10"
1' - 8"
2' - 6"
2' - 0"
2' - 10"
2' - 0"
2' - 3"2' - 8"2' - 3"1' - 6"
2' - 10"
1' - 8"
2' - 6"
3' - 3"
3' - 0"
2' - 0"
3' - 0"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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(
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)
3
5
9
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2
7
1
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W
.
J
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A
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C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
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e
c
t
:
Dr
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T
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:
®
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA4.1
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870
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OCT, 2022
EUP
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,
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16
SCALE:3/4" = 1'-0"A4.1
1KITCHEN
SCALE:N.T.S.A4.1
2KITCHEN
SCALE:3/4" = 1'-0"A4.1
3KITCHEN
SCALE:3/4" = 1'-0"A4.1
4KITCHEN
SCALE: N.T.S.A4.1
5BATHROOM
SCALE: N.T.S.A4.1
6BATHROOM
5' - 9"
1' - 3"
2' - 0"
2' - 10"
2' - 10"
1' - 8"
2' - 6"
4' - 8 7/8"1' - 6"2' - 3"2' - 0"
2' - 10"
5' - 9"
1' - 3"
2' - 1"2' - 9"1' - 1"
2' - 10"
3' - 0"
2' - 0"1' - 3"2' - 4 1/4"
3' - 0"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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10/25/2022 11:36:10 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA4.2
MI
L
W
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A
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"
U
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870
MA
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.
OCT, 2022
EUP
BAM
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16
SCALE:3/4" = 1'-0"A4.2
1KITCHEN
SCALE:3/4" = 1'-0"A4.2
2KITCHEN
SCALE:3/4" = 1'-0"A4.2
3KITCHEN
SCALE: N.T.S.A4.2
4KITCHEN
SCALE: N.T.S.A4.2
5BATHROOM
SCALE: N.T.S.A4.2
6BATHROOM
2' - 0"
3' - 0"
1' - 6"1' - 3"2' - 3"
3' - 0"
1' - 3"2' - 2 1/2"
3' - 0"
2' - 0"
3' - 0"
2' - 0"
2' - 10"
2' - 6"
1' - 8"
2' - 10"
2' - 3"2' - 7"2' - 3"1' - 0"
2' - 10"
1' - 8"
2' - 6"
2' - 6"
1' - 8"
2' - 10"
2' - 3"2' - 1"2' - 9"1' - 0"
2' - 10"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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10/25/2022 11:36:11 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA4.3
MI
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870
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A
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.
OCT, 2022
EUP
BAM
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ID
A
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X
B
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,
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16
SCALE: N.T.S.A4.3
1BATHROOM
SCALE: N.T.S.A4.3
2BATHROOM
SCALE: N.T.S.A4.3
3BATHROOM
SCALE: N.T.S.A4.3
4BATHROOM
SCALE:3/4" = 1'-0"A4.3
5KITCHEN
SCALE:3/4" = 1'-0"A4.3
6KITCHEN
SCALE:3/4" = 1'-0"A4.3
7KITCHEN
SCALE:3/4" = 1'-0"A4.3
8KITCHEN
2 panel PATIO
SEE SCHEDULE
SEE SCHEDULE
12"
A B
SEE SCHEDULE
SEE SCHEDULE
2"
VA
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VA
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3"
HOLLOW
METAL
FI
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BA
WOOD
FRAME
3"
4 3/4"
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
HEADER SEE
STRUCT.
WOOD STUD WALL,
SEE WALL TYPE
2 4
2 4
HARDWOOD FRAME
3"
4
3
/
4
"
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
DOUBLE STUD
2
4
2
4
WOOD STUD WALL,
SEE WALL TYPE
HARDWOOD
FRAME
9"
2 6
HOLLOW METAL
FRAME
INSULATED
CONTINUOUS
CAULK BOTH
SIDES
HEADER
SEE STRUCT.
INSULATE
2X6 STUD WALLSEE WALL TYPES
FOR WALL
CONSTRUCTION AT
DOOR LOCATION
CONTINUOUS CAULK
BOTH SIDESHOLLOW METAL
FRAME INSULATED
2
6
2
6
FRAME ANCHOR
INSULATE
2X6 STUD wall
SEE WALL TYPES FOR
WALL CONSTRUCTION AT
DOOR LOCATION
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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.
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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e
c
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:
Dr
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T
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10/25/2022 11:36:11 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA5.1
DO
O
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S
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870
MA
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OCT, 2022
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DOOR SCHEDULE
MA
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PA
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DO
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DOOR FRAME DETAILS
UL
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A
B
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(
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)
REMARKS
SIZE
MA
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N
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FR
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A1 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
A2 ●A 4' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A3 ●A 2' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A4 ●A 5' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A5 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A6 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A7 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A8 ●B 6' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
A9 ●A 2' - 6" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
A10 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B1 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
B2 ●A 2' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B3 ●A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT - - 1/A5.1 2/A5.1 BARN DOOR HARDWARE
B4 ●A 4' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B5 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B6 ●B 6' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
B7 ●A 2' - 6" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
B8 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B9 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B10 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C1 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
C2 ●A 2' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C3 ●A 4' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C4 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C5 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C6 ●A 4' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C7 ●B 5' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
C8 ●A 2' - 6" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
C9 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C10 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C11 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
F1 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 30
F2 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 30
SCALE:n.t.s.
DOOR TYPES
SCALE:n.t.s.
TYP. FRAME PROFILE
SCALE: N.T.S.A5.1
1HEADER - 2x4
SCALE: N.T.S.A5.1
2JAMB - 2x4
SCALE: N.T.S.A5.1
3HEADER - 2X6
SCALE: N.T.S.A5.1
4JAMB - 2X6
A B
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
WINDOW NOTES
• GLAZING FOR TYPE 1 TO BE 1" INSULATED LOW "E" ON ALL
SIDEs
• GLAZING TO BE CLEAR
2 6
2 6
SHEATHING W/ BLDG. WRAP
2x6 STUD WALL
INSULATED
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
DRIP
FLASHING
SHIM AS NEEDED
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
SEE WINDOW
SCHED. FOR
WINDOW TYPE
SIDING PER
OWNER'S
SELECTION
VINYL 'J' TRIM
5/8" TYPE 'X' GYP.
BD. WHERE
OCCURS. SEE WALL
TYPES
R 1 /2 "
2
6
2
6
CONTINUOUS
CAULK EA.
SIDE. TYP.
1/2" SHEATHING
2x6 STUD WALL
INSULATED
AIR
INFILTRATION
BARRIER
WOOD SILL
PAINTED 5/8" TYPE 'X' GYP. BD.
TEXTURE AND PAINT
SEE WINDOW
SCHED. FOR
WINDOW TYPES
5/8" TYPE 'X'
GYP. BD.
WHERE OCCURS
6
2 6
1/2" SHEATHING
2x6 STUD WALL
INSULATED
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
2
SHIM AS NEEDED
SEE WINDOW SCHED.
FOR WINDOW TYPE
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
5/8" TYPE 'X'
GYP BD. WHERE
OCCURS
AIR INFILTRATION
BARRIER
3/4" WOOD SILL
PAINTED
3/4"x3 1/2" WOOD TRIM
PAINTED
SIDING PER
OWNER'S
SELECTION
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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10/25/2022 11:36:12 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA5.2
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870
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OCT, 2022
eup
BAM
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WINDOW SCHEDULE
MARK
SIZE FRAME
REMARKSWIDTH HEIGHT MAT. FIN. OPER GLAZ'G BLINDS
A 6' - 0" 5' - 0" VINYL FACTORY SINGLE
HUNG
1 Yes
B 6' - 0" 5' - 0" VINYL FACTORY FIXED 1 Yes
SCALE:1/2" = 1'-0"
WINDOW TYPES
SCALE: N.T.S.A5.2
4WINDOW HEADER
SCALE: N.T.S.A5.2
5WINDOW JAMB
SCALE: N.T.S.A5.2
6WINDOW SILL
W D
DW
6' - 6"9' - 3"2' - 4 1/2"13' - 4 1/2"
5' - 1 1/4"
1' - 1 3/4"
3' - 9"
4' - 7 1/2"
9' - 2"
10' - 0"
4' - 3"
A4.1
1
2
3
4
A4.1
5
6
A1
A2
A4
A5
A7
A6
A10
A3
A
B
23' - 4"
W4
W4
W4
W4
W4
W4
W4
W4
W5W4
W4
W4
W4
4' - 9"3' - 10"
5' - 0"
5' - 0"
5' - 8 1/2"3' - 4"
8' - 7"9' - 6 1/2"4' - 4"9' - 0 1/2"
11' - 2 1/2"2' - 2"
3' - 6"
5' - 8"
23' - 9 1/2"
31' - 6"
31' - 6"
W3
W2
W2
W2
W2
W3
LIVING ROOM
PANTRY
LAUNDRY
WALK-IN CLOSET
HVAC
BEDROOM
STUDY BATHROOM CLOSET
HALL
KITCHEN
DINING NOOK
FE
W4
40" CLEAR MIN.
A9
8'-0" ceiling to
accomodate water
heater.
A8
ON FIRST FLOOR, INSTALL 2X10 BACKING IN
MARKED WALLS FOR ADAPTABLE GRAB
BAR. INSTALL SO THAT CENTER OF BACKING
IS AT REQUIRED HEIGHT -SEE SHEET G1.2
FOR GRAB BAR LOCATIONS.
GENERAL NOTES
1. ALL WINDOWS AND EXTERIOR OPENINGS ARE TO BE
CENTERED ON INTERIOR surface OF WALL U.N.O.
2. ALL DOOR OPENINGS ARE TO BE CENTERED ON WALL OR
3" FORM CORNER U.N.O.
3. ALL WALL DIMENSIONS TO SURFACE OF WALL STUD.
4. F.E. FIRE EXTINGUISHER NOTED AS "FE".
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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10/25/2022 11:36:13 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA6.1
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OCT, 2022
EUP
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16
SCALE:1/2" = 1'-0"
TYPICAL UNIT TYPE "1"
W
D
DW
14' - 5 1/2"
8' - 9"
12' - 11 1/2"6' - 5"9' - 4"
4' - 4"
4' - 2"
5' - 5 3/4"
5' - 1 1/4"
4' - 0"
3' - 8"
2' - 11"
A4.23
2
1
4
A4.25
6
A
B1
B5 B4
B8 B9
B10
B3
B2
W4
W4
W4
W4
W4
W4
W4
W4
W4
5' - 3 1/2"
5' - 3 1/2"
3' - 10 1/2"
4' - 3"
4' - 6"
3' - 0 3/4"3' - 4 1/4"4' - 3"5' - 1"
2' - 7"
4' - 2"20' - 4 1/2"4' - 2"
8' - 3 1/2"
4' - 4"
5' - 11 1/2"
2' - 4"
23' - 2 1/2"
23' - 2 1/2"
W3
W2 W3
W1
W1
28' - 8 1/2"
28' - 8 1/2"
W2
W4
W2
40" CLEAR MIN.
LIVING ROOM KITCHEN
PANTRY
UTILITY
BATHROOM
WALK-IN CLOSET
CLOSET
BEDROOM
HVAC
FE
B7
8'-0" soffit above W/D
for Water Heater.
3' - 5 7/16"
ON FIRST FLOOR, INSTALL 2X10 BACKING IN
MARKED WALLS FOR ADAPTABLE GRAB
BAR. INSTALL SO THAT CENTER OF BACKING
IS AT REQUIRED HEIGHT -SEE SHEET G1.2
FOR GRAB BAR LOCATIONS.
GENERAL NOTES
1. ALL WINDOWS AND EXTERIOR OPENINGS ARE TO BE
CENTERED ON INTERIOR surface OF WALL U.N.O.
2. ALL DOOR OPENINGS ARE TO BE CENTERED ON WALL OR
3" FORM CORNER U.N.O.
3. ALL WALL DIMENSIONS TO SURFACE OF WALL STUD.
4. F.E. FIRE EXTINGUISHER NOTED AS "FE".
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
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i
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g
T
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:
®
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10/25/2022 11:36:14 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA6.2
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OCT, 2022
EUP
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SCALE:1/2" = 1'-0"
TYPICAL TYPE 2 UNIT
WD
DW
A4.3
6
8' - 11 1/2"4' - 8 1/2"5' - 1 1/2"
3' - 6 1/2"
13' - 8"3' - 7"6' - 7"
4' - 10 1/2"
10' - 2"
4' - 4 1/2"
8' - 9 1/2"
13' - 11 1/2"
15' - 0 1/4"
1' - 6"
1' - 10"
5' - 7"
2' - 4"
11' - 8 3/4"
4' - 2"
7
8
5
A4.34
A4.32
3
1
C2
C1
C11
C10 C9
C6
C5
C4
B
W4
W4
W4
W4
W4
W5
W4
W4
W4
W4
W5
W4
W4
W4
4' - 9"19' - 6 1/2"
2' - 4"
7' - 10"
6' - 8 1/4"6' - 11 3/4"
4' - 4 1/2"
3' - 4"
5' - 5 1/2"
3' - 0"
4' - 3"4' - 8 1/2"4' - 8 1/2"
42' - 2"
7' - 5"
7' - 7 1/4"
42' - 2"
W3
W2
W2
W2
W1
W1
W4
W4
C3
40" CLEAR MIN.
40" MIN
PANTRY
KITCHEN
WALK-IN CLOSET
BATHROOM
BEDROOM #1
BEDROOM #2
HVAC
CLOSET
BATHROOM
CLOSET
LIVING ROOM
HALL
FE
3' - 0 1/2"3' - 6 1/2"
FIRE RISER
(FIRST FLOOR
ONLY)
W1
W1
W1
C8
8'-0" soffit
above w/d for
water heater
ON FIRST FLOOR, INSTALL 2X10
BACKING IN MARKED WALLS
FOR ADAPTABLE GRAB BAR.
INSTALL SO THAT CENTER OF
BACKING IS AT REQUIRED
HEIGHT -SEE SHEET G1.2 FOR
GRAB BAR LOCATIONS.
24' - 3 1/2"
23' - 10"
GENERAL NOTES
1. ALL WINDOWS AND EXTERIOR OPENINGS ARE TO BE
CENTERED ON INTERIOR surface OF WALL U.N.O.
2. ALL DOOR OPENINGS ARE TO BE CENTERED ON WALL OR
3" FORM CORNER U.N.O.
3. ALL WALL DIMENSIONS TO SURFACE OF WALL STUD.
4. F.E. FIRE EXTINGUISHER NOTED AS "FE".
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
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e
c
t
:
Dr
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T
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:
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10/25/2022 11:36:15 AM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA6.3
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870
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OCT, 2022
EUP
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SCALE: 3/8" = 1'-0"
TYPICAL TYPE 3 UNIT
CAST IN PLACE
CENTERLINE
CENTERLINE OF BEAM
CENTERLINE OF COLUMN
CENTERLINE OF WALL
CLEAR
CONCRETE
CONCRETE CONTROL JOINT
CONCRETE SAWCUT JOINT
CONCRETE MASONRY UNIT
CONNECTION
CONTINUOUS
DEAD LOAD
DOWN
DRAWING(S)
EQUAL
EQUIPMENT
EXPANSION JOINT
EACH WAY
FINISHED FLOOR
FACE OF STEEL
FACE OF WALL
GAUGE
GALVANIZED
GENERAL STRUCTURAL NOTES
CENTERLINE OF FOOTING
FACE OF MEMBER
EXPANSION BOLT
EDGE OF SLAB
DIAMETER
GALV.
GSN
DN.
DWG(S)
EQ.
EQUIP.
EXP. JT (E.J.)
E.W.
F.F.
F.O.S.
F.O.W.
GA.
F.O.M.
EXP. BOLT
E.O.S.
o OR DIA.
C.I.P.
C.L.
C.L.B.
C.L.C.
C.L.W.
CLR
CONC
C.C.J.
C.S.J.
C.M.U.
CONN.
CONT.
D.L.
C.L.F.
W/ WITH
W/O WITHOUT
T.O.P.
U.N.O.
W.W.F.
TYP.
VERT
T.O.S.
T.O.W.
T.O.D.
T.O.F.
T.O.L.
T.O.M.
STD
T.O.B.
T.L.
SLH
SLV
SIM.
SQ.
PSF
PSI
REINF.
PREFAB
OPP.
P.C.
PLF
N.T.S.
O.C.
O.F.W.
TOP OF FOOTING
UNLESS NOTED OTHERWISE
WELDED WIRE FABRIC
TOP OF MASONRY
TOP OF PLATE
TOP OF STEEL
TOP OF WALL
TYPICAL
VERTICAL
STANDARD
TOP OF BEAM
TOP OF DECK
TOP OF LEDGER
TOTAL LOAD
OUTSIDE FACE OF WALL
PRECAST CONCRETE
POUNDS PER LINEAR FOOT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
SHORT LEG VERTICAL
SHORT LEG HORIZONTAL
REINFORCING
SIMILAR
SQUARE
NOT TO SCALE
ON CENTER
OPPOSITE
PREFABRICATED
AGGREGATE BASE COURSE
AIR CONDITIONER
ABOVE FINISHED FLOOR
ALTERNATE
ANCHOR BOLT
AT (MEASUREMENT)
BEAM
BOTTOM OF BEAM
BOTTOM OF DECK
BEARING
BELOW FINISHED FLOOR
BOTTOM OF FOOTING
A.B.C.
A/C
A.F.F.
ALT.
A.B.
@
BM
B.O.B.
B.O.D.
BRG
B.F.F
B.O.F.
ABBREVIATIONS
LBS (#)
MFR('S)
M.C.J.
MECH'L.
N/A
LLV
LLH
HORIZ.
K(KIP)
GLB (GLULAM)
I.F.W.
L.L.
LONG LEG VERTICAL
MANUFACTURER('S)
MASONRY CONTROL JOINT
NOT APPLICABLE
LONG LEG HORIZONTAL
GLUED-LAMINATED BEAM
INSIDE FACE OF WALL
POUNDS
MECHANICAL
HORIZONTAL
1000 POUNDS
LIVE LOAD
EXISTING(E)
MIN.MINIMUM
MAX.MAXIMUM
SYMBOLS LEDGEND
WALLS WITH SOLID LINES DESIGNATE STRUCTURAL (BEARING) WALLS.
WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING)
WALLS.
WALLS WITH HATCH DESIGNATE MASONRY WALLS.
, , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL
DESIGNATES SHEARWALL LENGTH.
5 6 7
, , - AS SHOWN ON PLAN INDICATES A SHEARWALL HOLDOWN. SEE HOLDOWN
SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION.
A B
INDICATES HVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE. SEE TYPICAL
DETAILS FOR FRAMING INFORMATION.
- AS SHOWN ON PLAN INDICATES A HELICAL PIER.
XXXX CS16, CMSTC16, ECT. - AS SHOWN AT WALL OPENINGS INDICATE STRAPPING,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL.
D=xxx# INDICATES DRAG LOAD (ASD) THAT TRUSS MANUFACTURER IS TO DESIGN
TRUSS FOR IN BOTH TENSION AND COMPRESSION.
STEP INDICATES STEPPED OR DEPRESSED SLAB.
C=X" INDICATES CAMBER IN BEAM.
INDICATES RIDGID CONNECTION.
(NOT ALL SYMBOLS NECESSARILY APPLY TO THIS PROJECT)
P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST
SCHEDULE FOR MORE INFORMATION.
SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL COLUMN. SEE
STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. COLUMNS START
AT THE LEVEL THEY ARE CALLED OUT ON.
PX
SCX
RME
XXX#
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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10/22/2022 12:53:31 PM
S1.0
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09/27/2022
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SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 SPECIAL INSPECTIONS ---
S1.2 TYPICAL DETAILS T - SERIES
S1.3 TYPICAL DETAILS T - SERIES
S1.4 PLAN SCHEDULES ---
S2.0 FOUNDATION PLAN ---
S2.1 SECOND FLOOR FRAMING PLAN ---
S2.2 THIRD FLOOR FRAMING PLAN ---
S2.3 ROOF FRAMING PLAN ---
S3.0 FOUNDATION DETAILS 100 - SERIES
S4.0 FLOOR FRAMING DETAILS 200 - SERIES
S4.1 FLOOR FRAMING DETAILS 200 - SERIES
S5.0 ROOF FRAMING DETAILS 300 - SERIES
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ELEMENTS LIVE LOAD TOTAL LOAD
LOCATION:MINIMUM
COVER TOLERANCE
USE:CONCRETE
STRENGTH:
MAX W/C
RATIO
AIR
ENTRAINMENT
USE:MATERIAL:
GENERAL REQUIREMENTS:
BASIS FOR DESIGN:
FOUNDATION NOTES:CONCRETE:WOOD:DEFERRED SUBMITTAL ITEMS:
1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN
DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND
LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).
2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE
BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND
COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY
REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY
NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN
EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING
KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING
REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT
EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON
THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY
ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT
EXPLICITLY SHOWN.
3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE
THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED
ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS
STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S
CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.
4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL
NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS,
BUT SHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS
MAY SHOW ONLY ONE 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, DRAWINGS
AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH
THE ARCHITECT AND STRUCTURAL ENGINEER.
6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED
BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS
SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING
DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN
OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.
1.BUILDING CODE: 2018 EDITION OF THE IBC WITH BINGHAM COUNTY AMENDMENTS.
RISK CATEGORY = II
4. SEISMIC DESIGN PARAMETERS:
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
PROCEDURE
IMPORTANCE FACTOR Ie = 1.00
SITE CLASS C
SEISMIC DESIGN CATEGORY C
MAPPED SPECTRAL RESPONSE
ACCELERATIONS S1 = 0.142, SS = 0.366
DESIGN SPECTRAL RESPONSE
ACCELERATIONS
PERCENT SNOW INCLUDED WITH
SEISMIC LOADS 20
VERTICAL SHEAR TRANSFER ELEMENTS:
PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.057
5. WIND DESIGN PARAMETERS (STRENGTH):
ULTIMATE WIND SPEED 105 MPH (3 SECOND GUST)
WIND EXPOSURE C
IMPORTANCE FACTOR Iw = 1.00
INTERNAL PRESSURE COEFFICIENT -0.18
COMPONENT AND CLADDING PRESSURE 32.3 PSF
NET UPLIFT ON ROOF 16.1 PSF
2. VERTICAL LOADS:
ROOF ROOF = 35 PSF
GROUND = 50 PSF 20 PSF
FLOOR 40 PSF 35 PSF
STAIRS / CORRIDORS 100 PSF 50 PSF
3. DEFLECTION LIMITS:
ROOF TRUSSES/JOISTS L/360 L/240
FLOOR JOISTS L/600 L/240
BEAMS L/360 L/240
FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY:
EAGLE ROCK ENGINEERING REPORT NO. 22109 DATED SEPTEMBER 23, 2022.
2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND ANY
ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF
FOUNDATIONS. ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT
SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING
STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL
BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION
CONSTRUCTION.
3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR
WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE
MAY BE COMBINED.
4.ALL FOUNDATIONS SHALL BEAR ON EITHER UNDISTURBED WELL/POORLY GRADED
GRAVEL WITH SAND (GW/GP) OR ON COMPACTED STRUCTURAL FILL. OVER
EXCAVATION DEPTHS OF 1.5-7 FEET SHOULD BE EXPECTED DEPENDING ON OPTION
CHOSEN AND LOCATION ON JOBSITE. STRUCTURAL FILL SHOULD BE AT LEAST 24" IN
DEPTH COMPACTED TO 95% DRY DENSITY ACCORDING TO ASTM D698. THE WIDTH
OF COMPACTED STRUCTURAL FILL BENEATH FOOTINGS SHOULD BE EQUAL TO
TWICE THE WIDTH OF THE FOOTING.
GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING
FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY
ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST
5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND
FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE
PLACEMENT.
5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF
FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD
CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH
CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS
THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
THE SUBGRADE BELOW THE 4 INCH BASE SHOULD BE EITHER UNDISTURBED
WELL/POORLY GRADED GRAVEL WITH SAND (GW/GP) OR A MINIMUM OF 12 INCHES
OF STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY ACCORDING TO ASTM
D698.
6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE
WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND
CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED
BELOW.
THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE:
ALLOWABLE BEARING PRESSURE 3000 PSF
FOUNDATION BEARING DEPTH
36" BELOW FINISHED GRADE
2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER
CUBIC FOOT USING HARD ROCK AGGREGATES. AGGREGATE USED IN CONCRETE
SHALL CONFORM TO ASTM C33.
3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO
CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS.
STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF
REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE
STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY.
PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL
CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL
BE SPLICED AT OR NEAR FLOOR LINES.
4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS
"CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR
NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS:
5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL
CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN
CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE.
6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND
CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY.
7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI
614, ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,
EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER
FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND
COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM
FORMS BEFORE PLACING CONCRETE.
ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS,
ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS
BEFORE PLACING THE CONCRETE.
8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL
JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A
MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS
(EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE
SLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORT
DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE
WITHIN 16 HOURS OF CONCRETE BATCHING.
KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING
POURING, ALL OTHER JOINTS MAY BE SAW CUT.
9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN
STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY
APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS
SHALL NOT IMPAIR THE STRENGTH OF THE WORK.
10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS
AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL
HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY
ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED
CONCRETE.
11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM
DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306.
12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND
APPROVED BY THE STRUCTURAL ENGINEER.
13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE
MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO
MOISTURE.
CAST AGAINST EARTH (FOOTINGS)3"± 3/8"
SLABS ON GRADE 1 1/2"
EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER
EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
GROUND ROOF SLAB 1"
STRUCTURAL SLABS AND WALLS
BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS
1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:
FOOTINGS 3500 PSI 0.50 5.5% ± 1%
FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1%
INTERIOR CONCRETE
SLABS ON GRADE 3500 PSI 0.45 N/A
1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE
ARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"
(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTED
OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OF
BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC
TABLE 2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE
SIMPSON STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT
ICC-ES APPROVAL.
2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF
THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR
THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL
BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.
SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED
OTHERWISE IN SCHEDULES:
2x4 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
2x6 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
JOISTS, TOP PLATES AND ALL OTHER
SAWN LUMBER DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
BEAMS AND POSTS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
LOCATION:NOMINAL
THICKNESS:
SPAN
INDEX
RATING:
EDGE
ATTACHMENT:
FIELD
ATTACHMENT:
WALL 8d AT 6" O.C.8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO
STANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO
SUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL
TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,
COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL
PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATING
AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:
SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT
LEAST 1 1/2" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE
GLUED TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED ADHESIVE.
PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED
SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL
OF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BEUSED ON ROOFS WHERE BUILT
UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHING SHALL
COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING
EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND
THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,
MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,
AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANK
WITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT.
DECK SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO
SUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.
5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR
COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND
CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,
FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BE
FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST
AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND
CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ON
A RADIUS OF CURVATURE OF 2000 FEET.
6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR
COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX =
2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.
ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND
HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE
STAMP AND AITC STAMP AND CERTIFICATE.
7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs
SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.
8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs
SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI.
9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLs
SHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.
10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.
SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A
MINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,
4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUM
ANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)
SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE
CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL
EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIOR
WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER
DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.
11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.
BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE Ø
(DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT
STEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT
LOOSENING.
12.
PREFABRICATED WOOD ROOF TRUSSES
BALCONY 60 PSF 15 PSF
SD1 = 0.220, SDS = 0.368
GENERAL STRUCTURAL NOTES
(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)
± 1/4"
1 1/2"± 3/8"
± 3/8"
1/8"
3/4"1/8"
1 1/2"3/8"
PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE
DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD
LOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20
PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS.
BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED
OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN
CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO
MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED.
SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING
POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONAL
TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL
EQUIPMENT. PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY
BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE
IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND
THE TRUSS SPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE
FACE OF THE BOTTOM CHORD.
PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL):
DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION
ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED AND
FURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
WITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER
FOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED AS
REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.
7/16" OR 1/2"
7/16" OR 1/2"
15/32" OR 1/2"
19/32" OR 5/8"
23/32" OR 3/4"
7/8"
3/4" T&G
7/8" T&G
1 1/8" T&G
24/16
24/16
32/16
40/20
48/24
60/32
48/24
60/32
60/48
1.
REINFORCING STEEL:
1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER.
ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND
SMALLER. GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS,
BEAMS, AND ELEVATED SLAB REINFORCING.
2. WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60
BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL
BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.
3. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI
SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO
FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
STEEL:
1.MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALL
OTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALL
CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36
KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALL
BE ASTM A500 (FY = 46 KSI).
2.ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL
EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO
WHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALL
REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR
STUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALL
BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL
WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS.
3.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND
ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST
EDITION.
4.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING
CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR
NOTES. ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS
NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY
STANDARDS. ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS.
CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL
PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT
TESTING LABORATORY.
5.STEEL TO STEEL BOLTED CONNECTIONS: HIGH STRENGTH BOLTS SHALL BE ASTM
A325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS
INCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE).
BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD.
6. DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT.
INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS
INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN
HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.
7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION
TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR
SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN
ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW.
VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR
DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF
THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING
PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL
ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED
BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A
STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP
DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED
OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER
ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY
OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH
THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN
AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS.
RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW
(5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH
SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.
STEEL DECKING:
1.PROTECT STEEL DECK FROM CORROSION, DEFORMATION, AND OTHER DAMAGE
DURING DELIVERY, STORAGE AND HANDLING.
IF GROUND STORAGE IS NEEDED, THE DECK BUNDLES MUST BE STORED OFF THE
GROUND, WITH ONE END ELEVATED TO PROVIDE DRAINAGE. BUNDLES MUST BE
PROTECTED AGAINST CONDENSATION WITH A VENTILATED WATERPROOF
COVERING. BUNDLES MUST BE STACKED SO THERE IS NO DANGER OF TIPPING,
SLIDING, ROLLING, SHIFTING OR MATERIAL DAMAGE. BUNDLES MUST BE
PERIODICALLY CHECKED FOR TIGHTNESS, AND RETIGHTENED AS NECESSARY.
DECK BUNDLES PLACED ON THE BUILDING FRAME MUST BE PLACED NEAR A MAIN
SUPPORTING BEAM AT A COLUMN OR WALL. IN NO CASE ARE THE BUNDLES TO BE
PLACED ON UNBOLTED FRAMES OR ON UNATTACHED AND/OR UNBRIDGED JOISTS.
THE STRUCTURAL FRAME MUST BE PROPERLY BRACED TO RECEIVE THE BUNDLES.
2.EXAMINE SUPPORT FRAMING AND FIELD CONDITIONS FOR COMPLIANCE WITH
REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS
AFFECTING PERFORMANCE OF WORK OF THIS SECTION. ALL OSHA RULES FOR
ERECTION MUST BE FOLLOWED.
PLACE DECK IN ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS.
LOCATE DECK BUNDLES TO PREVENT OVERLOADING OF SUPPORT MEMBERS.
INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO ANSI/SDI RD - 2010 AND IN
ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS AND REQUIREMENTS OF
THIS SECTION.
PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL POSITION
WITH ENDS ALIGNED. ATTACH FIRMLY TO THE SUPPORTS INNEDIATELY AFTER
PLACEMENT IN ORDER TO FORM A SAFE WORKING PLATFORM.
CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND
OTHER WORK PROJECTING THROUGH OR ADJACENT TO THE DECKING.
TRADES THAT SUBSEQUENTLY CUT UNSCHEDULED OPENINGS THROUGH THE DECK
ARE RESPONSIBLE FOR REINFORCING THE OPENINGS.
BEFORE PLACEMENT OF ROOF INSULATION AND ROOF COVERING, THE DECK SHALL
BE INSPECTED FOR TEARS, DENTS OR OTHER DAMAGE THAT MAY PREVENT THE
DECK FROM ACTING AS A STRUCTURAL ROOF BASE. THE NEED FOR REPAIR OF
DAMAGED DECK SHALL BE DETERMINED BY THE ENGINEER OF RECORD BASED ON
STRUCTURAL PERFORMANCE, UNLESS AESTHETICS HAVE BEEN SPECIFICALLY
ADDRESSED IN THE CONTRACT DOCUMENTS.
DO NOT USE DECK UNITS AS A WORKING PLATFORM OR STORAGE AREA UNTIL UNITS
ARE IN POSITION AND PERMANENTLY ATTACHED TO THE STRUCTURE.
CONSTRUCTION LOADS MUST NOT EXCEED LOAD CARRYING CAPACITY OF THE
DECK.
EXTERIOR CONCRETE
SLABS ON GRADE 4500 PSI 0.45 5.5% ± 1%
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Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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Dr
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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c
t
:
Dr
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T
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:
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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ED
10/22/2022 12:54:02 PM
S1.4
PL
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09/27/2022
RE
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POST (P) SCHEDULE
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P2 (3) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P3 (4) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P4 6x6 DOUG FIR NO. 2 SEE KEYNOTES
P5 (2) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P6 (3) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P7 6x8 DOUG FIR NO. 1 SEE TYPICAL DETAIL
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 1 3/4x 5 1/2 LVL
B3 (2) 2x10 OR 4x10 OR (2) 1 3/4x7 1/4 LVL
B4 6x8
B5 (2) 1 3/4x9 1/2 LVL OR 3 1/2x9 1/2 LVL
B6 (2) 1 3/4x11 7/8 LVL OR 3 1/2x11 7/8 LVL
B7 6 3/4x12 GLB
B8 5 1/8x16 1/2 GLB
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
8. NAILS SHALL BE LONG ENOUGH TO EMBED A MIN. 1 3/8" INTO WALL STUDS.
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE
(U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL
BETWEEN SPLICE JOINTS.)
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN
9" OF EACH END PIECE.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT
PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS.
NOTES:
SHEARWALL TYPE SCHEDULE
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
5 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C. (10d
REQUIRED
WHERE
SHEATHING IS
INSTALLED
OVER
GYPBOARD)
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
6. 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 4" O.C. (10d
REQUIRED
WHERE
SHEATHING IS
INSTALLED
OVER
GYPBOARD)
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 24" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 32" O.C.
WOOD: 16d STAGGERED AT 4" O.C.
7 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 3" O.C. (10d
REQUIRED
WHERE
SHEATHING IS
INSTALLED
OVER
GYPBOARD)
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 18" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 26" O.C.
WOOD: 16d STAGGERED AT 3" O.C.
8 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
.
(2) 2x OR 3x
STUDS/BLOCKING AT
ADJOINING PANEL
EDGES.
8d COMMON
AT 2" O.C.
.
STAGGER AT
ADJOINING
PANEL EDGES.
(10d
REQUIRED
WHERE
SHEATHING IS
INSTALLED
OVER
GYPBOARD)
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 8" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 14" O.C.
WOOD: SDS1/4"x4-1/2" AT 8" O.C.
WOOD JOIST (WJ) SCHEDULE
MARK WOOD JOIST
FACE MOUNT
HANGER
TOP FLANGE
HANGER
WJ1 2x8 AT 16" O.C. LU28 N/A
WJ2 11 7/8" TJI 210 AT 16" O.C. IUS2.06/11.88 ITS2.06/11.88
WALL (W) SCHEDULE
TYPE MATERIAL THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS
W1 CONCRETE 8" #4 AT 18" O.C. #4 AT 12" O.C. ---
FOOTING SCHEDULE
MARK LENGTH WIDTH THICKNESS REINFORCING REMARKS
F36 36" 36" 10" (4) #4 EACH WAY BOTTOM ---
F42 42" 42" 10" (5) #4 EACH WAY BOTTOM ---
F48 48" 48" 10" (6) #4 EACH WAY BOTTOM ---
WF18 CONT 18" 10" (2) #4 CONT BOTTOM STRIP FOOTING
WF18A CONT 18" 10" (2) #4 CONT TOP & BOTTOM STRIP FOOTING
WF24 CONT 24" 10" (3) #4 CONT BOTTOM STRIP FOOTING
HOLDOWN SCHEDULE
MARK HOLDOWN
SHEARWALL
END POST UNO
ON PLAN ALTERNATE HOLDOWN
ANCHOR
BOLT DIA.
A SIMPSON HTT4 W/
(18) 0.162x2.5" NAILS
(2) 2x STUDS N/A 5/8"
B SIMPSON HDU8 (3) 2x STUDS N/A 7/8"
C SIMPSON HDU5 (2) 2x STUDS N/A 5/8"
10
/
2
4
/
2
0
2
2
96
'
-
0
"
140'-0"
4'-0" 8'-7"40'-10"6'-7"20'-0"6'-7"40'-10"8'-7" 4'-0"
56'-0"60'-0"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4'-1 1/2"
24
'
-
5
1
/
2
"
10
'
-
1
0
1
/
2
"
13
'
-
0
"
12
'
-
4
"
10
'
-
1
0
1
/
2
"
24
'
-
5
1
/
2
"
29'-2"6'-6 1/2"24'-3 1/2"3'-7"
6'-6" 5'-8" 5'-8" 14'-4"23'-10"
14
'
-
3
"
3'
-
1
1
3
/
4
"
9'
-
2
1
/
4
"
14
'
-
9
"
11
'
-
8
"
14
'
-
9
"
9'
-
2
1
/
4
"
3'
-
1
1
3
/
4
"
14
'
-
3
"
17
'
-
8
1
/
2
"
4'-0" 8'-7"40'-10"6'-7"20'-0"6'-7"40'-10"8'-7" 4'-0"
60'-0"60'-0"
29'-2"6'-6 1/2"24'-3 1/2"
6'-6" 5'-8" 5'-8" 14'-4"23'-10"
17
'
-
9
1
/
4
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
16
'
-
6
1
/
4
"
7
'
-
5
"
1
4
'
-
0
3
/
4
"
4
'
-
2
"
96
'
-
0
"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4'-1 1/2"
24
'
-
5
1
/
2
"
10
'
-
1
0
1
/
2
"
13
'
-
0
"
12
'
-
4
"
10
'
-
1
0
1
/
2
"
24
'
-
5
1
/
2
"
29'-2"6'-6 1/2"24'-3 1/2"3'-7"
6'-6"5'-8"5'-8"14'-4"23'-10"
14
'
-
3
"
3'
-
1
1
3
/
4
"
9'
-
2
1
/
4
"
14
'
-
9
"
11
'
-
8
"
14
'
-
9
"
9'
-
2
1
/
4
"
3'
-
1
1
3
/
4
"
14
'
-
3
"
17
'
-
8
1
/
2
"
29'-2"6'-6 1/2"24'-3 1/2"
6'-6"5'-8"5'-8"14'-4"23'-10"
17
'
-
9
1
/
4
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
16
'
-
6
1
/
4
"
7
'
-
5
"
1
4
'
-
0
3
/
4
"
4
'
-
2
"
7
7
7
7
8 8 8 888
888888
7
7
8
8
8
8
7
7
7
7
8
8
8
8
7
7
6.6.
6.
6.
6.
6.
5
5
5
5
5
5
5
5
5
5
7 7
6.6.
BB
BB B B
B B
A A
AA
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
CCCCCC
C
C
CCCCC
C
C
C C C C C
C
C
C C C C C
C
C
C
CC
A A AA
5
5
5
5
5
5
5
5
6.
6.
5
5
5
55
5
5
5
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
W/ #3 AT 24" O.C. EACH WAY
CENTERED IN SLAB THICKNESS
OVER COMPACTED FILL.
(SEE GSN)
WF18 /W1WF18
WF18
WF18
WF18
WF24
WF18AWF18
WF18
WF24
WF18
WF18WF18
WF18
WF18
WF18
WF18
WF18
WF18
WF18
WF18
WF24
WF24
WF24
WF24
WF18
WF18
WF18
WF18
/W1WF18
WF18 /W1/W1/W1
/W1
/W1
/W1
/W1
WF18/W1
/W1
/W1 /W1 /W1
/W1
/W1
/W1
/W1
/W1
/W1 WF18 /W1
WF18 /W1
WF18/W1
WF24
WF18
WF18
WF18
WF24
WF24 /W1
/W1WF24
WF24
WF18
WF18
WF18/W1
WF24
WF18A WF18/W1/W1
WF18 /W1 WF18 /W1
WF18 /W1
WF18 /W1
WF18 /W1
WF18 /W1
WF18/W1
WF18/W1
WF18 /W1
/
W1
WF
1
8
WF
2
4
WF
1
8
WF
1
8
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
WF
1
8
/
W1
/
W1
WF
2
4
/
W1
/
W1
WF
1
8
WF
1
8
/
W1
/W1WF18
WF18 /W1
WF
1
8
W
F
1
8
WF
2
4
WF
2
4
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
1
8
W
F
1
8
/
W1
WF
2
4
/
W1
/
W1
WF
2
4
/
W1
WF18 /W1
WF18
WF
1
8
/
W1
WF
1
8
/
W1
/
W1
/
W1
/
W1
WF
2
4
WF
2
4
WF
1
8
WF
1
8
WF
2
4
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
1
8
WF
2
4
WF
1
8
WF
1
8
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
PROVIDE SLAB JOINTS PER
TYPICAL DETAIL WITHIN 16
HOURS OF BATCH TIME
TYPICAL FINISH FLOOR
ELEVATION = 100'-0". SEE ARCH
FOR LOCATIONS OF SLAB
REQUIRED SLOPE
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
W/ #3 AT 24" O.C. EACH WAY
CENTERED IN SLAB THICKNESS
OVER COMPACTED FILL.
(SEE GSN)
PROVIDE SLAB JOINTS PER
TYPICAL DETAIL WITHIN 16
HOURS OF BATCH TIME
TYPICAL FINISH FLOOR
ELEVATION = 100'-0". SEE ARCH
FOR LOCATIONS OF SLAB
REQUIRED SLOPE
24
24 24
242424P4P4
P4 P4
2424P4 P4
P4P4
/
W1
WF
1
8
WALL
STEP
WALL
STEP
WALL
STEP WALL
STEP
WALL
STEPWALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
WF
1
8
/
W1
/
W1
WF
1
8
STEP STEP
T.O.W. = 99'-4"T.O.W. = 99'-4"
S3.0
108
S3.0
108
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
107
S3.0
107
S3.0
107
S3.0
107
S3.0
106
S3.0
106
S3.0
106 S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
107
S3.0
107
S3.0
107
S3.0
107
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
WF
2
4
/
W1
26 26 26 26
26
2626
26
F48
F48
F48
F48 F42
F42
F42
F42
F36
F36
F36
F36
F36
F36
F36
F36
S3.0
102
S3.0
102
S3.0
102
S3.0
102
S3.0
101
S3.0
101
S3.0
101
S3.0
101
S3.0
106
S3.0
106
S3.0
106
S3.0
106 S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
104 S3.0
104
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
101
S3.0
101
S3.0
102
S3.0
102
S3.0
101
S3.0
101
S3.0
101
S3.0
101
S3.0
102
S3.0
102
S3.0
101
S3.0
101
S3.0
105
S3.0
105
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WF
1
8
/
W1
S3.0
101
S3.0
101
S3.0
102
S3.0
101
S3.0
101
S3.0
102
WF
2
4
/
W1
/
W1
WF
2
4
WF
2
4
/
W1
WF
2
4
WF
2
4
/
W1
/
W1
W
F
1
8
/
W1
10 1/4"
10 1/4"
TYP TYP
11
'
-
4
"
3
'
-
2
"
8
'
-
8
1
/
2
"
9
'
-
4
1
/
2
"
3
'
-
2
"
5
1
/
2
"
S3.0
109
11
'
-
1
1
/
2
"
3
'
-
2
"
5
1
/
2
"
WF
1
8
WF
1
8
WF
1
8
WF
1
8
WF18
WF
1
8
WF
1
8
WF18
WF18 WF18
26
26
26
26
26
26
26
26
26
26
26
2626
26
26
26
TYP TYP
TYPTYP
TYP
TYP
TYP
TYP
TYP
TYP
TYPTYP
TYP
TYP
TYP
TYP
TYP
11
'
-
1
1
/
2
"
3
'
-
2
"
5
1
/
2
"
11
'
-
4
"
3
'
-
2
"
8
'
-
8
1
/
2
"
9
'
-
4
1
/
2
"
3
'
-
2
"
5
1
/
2
"
1'-2 3/4"
3'-2" 2'-7 1/4"
11
'
-
2
3
/
4
"
3'
-
2
"
4
1
/
4
"
9 1/2" 3'-2" 2'-7"
2'-7" 3'-2" 9 1/2"
11
'
-
2
3
/
4
"
3'
-
2
"
4
1
/
4
"
2'-7 1/4" 3'-2"
9 1/4"
TYPTYP
TYP
TYP
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
103
S3.0
109
S3.0
109
5'
-
2
1
/
2
"
5'
-
2
1
/
2
"
NORTH
KEYNOTES
24 ATTACH POST TO CONCRETE SLAB W/ SIMPSON
ABU66Z POST BASE USING (1) 5/8" DIA. x 6 1/2" LONG
TITEN HD ANCHOR. PROVIDE WATERPROOF
MEMBRANE AT END OF POST, PER ARCH
26 DRILL AND EPOXY STRIP FOOTING REINFORCMENT
INTO STEM WALL W/ SIMPSON SET-3G EPOXY AND 4"
MIN. EMBEDMENT
FOUNDATION PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE
G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL
COORDINATE WITH THE SOILS REPORT AND OTHER
TRADES TO INSURE THAT THESE MINIMUMS ARE
SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR
ADDITIONAL REQUIREMENTS.
D. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES
CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE
FOR ADDITIONAL INFORMATION.
E. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE
FOR ADDITIONAL INFORMATION.
F. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A
CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
G. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
H. TYPICAL TOP OF STEM WALL= 100'-0"
I. TYPICAL TOP OF EXTERIOR FOOTING = 96'-0"
J. TYPICAL TOP OF INTERIOR FOOTING = 99'-6"
K. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
L. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
M. FOR SIDEWALK AND LANDING LOCATIONS, SEE
ARCHITECTURAL DRAWINGS.
SCALE: 3/16" = 1'-0"
FOUNDATION PLAN
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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10/22/2022 12:54:03 PM
S2.0
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OPEN OPEN
WJ1 WJ1
WJ
2
WJ2
WJ2
WJ2
WJ2
WJ
2
WJ1
WJ2
WJ
2
WJ2
WJ2
WJ
2
WJ2
WJ1 WJ1
WJ1WJ1WJ1
WJ
1
WJ
1
WJ
1
WJ
1
P4 P4
P4 P4P4P4 P4P4
P4P4
P1 P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P7
P7
P7
P7
P2
P2
P2
P2
P2
P2
P2
P2
P1
P1
P1
P1
P1
P1
P1
P1
HSS12x6x1/4
HSS12x6x1/4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4HSS8x6x1/4
10
10 10
10
10
11
11
11
11
11
11
11
11
11
11
9
9
P4
P4
P4
P4
P4
P4
P4
P4
B4
B4
B3
B1
B6
B3
B1
B3
B3
B1 B3 B1
B3
B3
B3
B3
B6 B3
B3
B3
B3
B1B1
B3
B4
B4
B3B3
B4
B4
B3
B3 B3
B1 B1
B3 B6
B3
B6
B1
B3
B4
B4
B3
B3
B1
B3
B3
B4B3
B1B3B1
B3
B3
B3
B3B3
B3
B3
B3
B3
B3
B1 B3 B1
B3 B4
B3
B3
B3
B1
B3
B4
B4
B1
B3B3B4
B4
B3
B1 B1
B3B6
B3
B3
B1B3B1
B3
B6
B1 B1
B3
B4
B4B3B3
B1
B3
B4
B4
B1
B3
B3
B3
B3B4
B4
B6
B3
B3
B6
P1 P1P1 P1
P1P1 P1P1
P1
P5
P5
P1
P1
P5
P5
7
5
788
7
5
788
7
7 8
8
7788
P1
5
5
5
5
5
5
5
5
P5
P5
P6
P6
P6
P6
P5
P5
P5
P5
P6
P6
P6
P6
P5
P5
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1 P1
P1 P1
P1 P1
P1P1
P1P1P1P1
P1 P1 P1 P1
P5P6P6 P5
P6 P6 P5 P5 P6P6P5P5
P5 P5 P6 P6
WJ
1
WJ
1
B1
B1
5 5
5
55
5
5
5
5
5 5
5 5
5
B1
B1
P5P5
P5P5
P5 P5
P5 P5
7
7
7
7
8 8 8 888
888888
7
7
8
8
8
8
7
7
7
7
8
8
8
8
7
7
6.
6.6.
6.
6.
6.
6.
6.
5
5
5
5
5
5
5
5
5
5
7 7
CS16CS16 CS16 CS16
CS16CS16 CS16 CS16
CS
1
6
CS
1
6
CS
1
6
CS
1
6
AA
AA A A
A A
6.6.
13
13 13
13
CO
N
T
J
O
I
S
T
CO
N
T
J
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I
S
T
CO
N
T
J
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T
CO
N
T
J
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13
1313
13
14 14
1414
15
15 15
15
A A
AA
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
5
5
5
5
5
5
5
5
S4.0
204
S4.0
203
S4.0
204
S4.0
201
S4.0
202
S4.0
202
S4.0
201
S4.0
202
S4.1
221
S4.0
212
S4.0
210
S4.0
211
S4.0
211
S4.0
211
S4.0
211
S4.1
221
S4.1
218
S4.1
219 S4.1
219
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202 S4.0
202
S4.0
202
S4.0
202
S4.0
201
S4.0
203
S4.0
203
S4.0
202
S4.0
201
S4.0
204
S4.0
204
S4.0
201
S4.0
203
S4.0
204
S4.0
202
S4.0
211
S4.0
211
S4.0
211
S4.0
211
S4.0
207
S4.0
207
S4.0
207
S4.0
207
S4.0
206
S4.0
206
S4.0
206
S4.0
208
S4.0
213
S4.1
222
S4.0
206
S4.0
206
S4.0
213
S4.0
206
S4.0
206
S4.0
213
S4.1
222
S4.1
222
S4.0
213
S4.1
222
S4.0
206
S4.0
206
S4.0
209
S4.0
204
S4.0
202
S4.0
202
S4.0
201
S4.0
201
S4.0
201
S4.0
201
S4.0
201
S4.0
204
S4.0
204
S4.0
202
S4.0
201
S4.0
206
S4.0
208
S4.0
209
S4.0
206
S4.0
206
S4.0
208
S4.0
208
S4.0
208
S4.0
208
S4.0
208S4.0
208
S4.0
206
S4.0
207
S4.0
206
S4.0
207
S4.0
207
S4.0
206
S4.0
206
S4.0
207
S4.1
220
S4.0
215
S4.0
214
S4.1
220
S4.0
215
S4.0
214
S4.0
210S4.0
216
S4.0
210
S4.0
212
S4.0
210
S4.0
216
S4.1
218
S4.1
217
S4.1
217
S4.0
201
TOP OF CONCRETE OVER
STEEL DECK = 110'-2 1/2"
25
2519 1925 25
2525
TYP TYP
22
22
18181818
18 18 18 18
18
1818
18
TYP
TYP
TYP
TYP
S5.0
311
S5.0
311
5
5
5
55
5
5
5
21
2121
21
B3
B3 B3 B3 B3
B3
B3
B3
22
22
25 25 25
25
2525
5'
-
1
0
"
17'-4" 5'-10 1/2"
6'
-
4
1
/
4
"
17'-4"5'-10 1/2"
6'
-
4
1
/
4
"
B3 B3B3B3
KEYNOTES
5 POCKET BEAM INTO WALL PER TYPICAL DETAIL
7 MITER BEAMS AND ATTACH TO POST W/ SIMPSON LCE4
POST CAP
8 ATTACH POST FROM ABOVE TO BEAMS W/ INVERTED
SIMPSON LCE4 POST CAP
9 STEEL STAIRS, USE HSS12x2x3/16 STRINGERS
10 20 GAGE B-36 FORMLOK COMPOSITE DECK W/ 2 1/2" (4"
TOTAL SLAB THICKNESS) OF NORMAL WEIGHT
CONCRETE. REINFORCE SLAB W/ 6x6-W1.4xW1.4 WWF.
ATTACH DECK W/ 0.157" DIA (MIN) SHOT PINS AT 6" O.C.
AT ALL BOUNDARIES. BUTTON PUNCH SIDE LAP AT 18"
O.C.
11 3/4" APA RATED FLOOR SHEATHING W/ 10d COMMON
NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT
12" O.C. IN THE FIELD, TYPICAL.
13 STRAP CONT FLOOR JOIST TO DBL TOP PLATE W/
SIMPSON HTS24 STRAP. PROVIDE WEB STIFFENER IN
FLOOR JOIST AS REQUIRED TO RECEIVE STRAP
NAILING
14 PROVIDE JOIST BLOCKING W/ CONT CS16 STRAP FOR
(5) BAYS FROM WALL, SEE CORRESPONDING DETAIL
15 SHEARWALL WALL SHEATHING TO BE CONT THROUGH
WHERE PERPENDICULAR WALL FRAMES IN
18 SLOPE DECK FRAMING AT 1/8" PER FOOT AWAY FROM
MAIN STRUCTURE
19 POCKET STEEL BEAM INTO WALL PER TYPICAL DETAIL
21 WALL FRAMING: 2x6 STUDS AT 16" O.C.
22 WALL FRAMING: 2x4 STUDS AT 16" O.C.
25 CAP OPEN END OF HSS BEAM W/ 1/4" THICK END PLATE
SCALE: 3/16" = 1'-0"
SECOND FLOOR FRAMING PLAN
11
5
2
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3
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3
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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:
Dr
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T
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10/22/2022 12:54:07 PM
S2.1
SE
C
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09/27/2022
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NORTH
FLOOR/ROOF FRAMING PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR
BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT
DISCONTINUITY.
D. TYPICAL EXTERIOR WALL FRAMING SHALL BE 2x6 STUDS
AT 16" O.C. UNO.
E. TYPICAL INTERIOR BEARING WALL FRAMING (INCLUDING
PARTY WALLS), SHALL BE 2x4 STUDS AT 12" O.C. UNO.
F. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS
(KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
G. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
H. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
I. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
J. CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING"
DETAIL.
K. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
L. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
M. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
10
/
2
4
/
2
0
2
2
OPEN OPEN
WJ1 WJ1 WJ1WJ1
WJ1WJ1 WJ1 WJ1
WJ
2
WJ
1
WJ
1
WJ2
WJ2
WJ
2
WJ2
WJ2
WJ
2
WJ2
WJ2
WJ
2
WJ2
WJ2
WJ
1
WJ
1
10
10 10
10
10
HSS12x6x1/4
HSS12x6x1/4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4HSS8x6x1/4
P4 P4
P4 P4
B3 B3
P4 P4 P4P4
P4P4
P1 P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P7
P7
P7
P7
P2
P2
P2
P2
P2
P2
P2
P2
P1
P1
P1
P1
P1
P1
P1
P1
11
11
11
11
11
11
11
11
11
11
B4
B1 B3 B1
B3
B6
B1
B3
B3
B3B4
B4 B3
B3
B3
B3
B6 B3
B1B1
B1
B3
B4
B4
B3 B3
B3
B4
B3 B3
B3 B6
B3
B3
B3
B1B1
B3
B4
B4 B4
B3
B4
B1
B6
B3
B1
B3
B3
B1B3B1
B3
B3 B4
B4B3
B1B3B1
B3
B3
B3
B1
B6
B3
B1
B3
B4
B4
B3
B3
B3
B1B1
B3B3B4
B3
B4
B3
B3
B3
B4
B4B3B3
B1 B1B6
B3
B1
B3
B4
B4
B1
B3
B3
B3
B3
B6 B3
B3
B3
B3
B1B3B1
B3
B6
B3
B3
B3
B3
9
9
7
5
5
7588
7
5
5
7
5
88
75
5
7 58
8
7
5
5
7 58 8
P4
P5
P1
P4
P4
P4
P5 P5
P5P5
P5
P5P5
P1
P1P1
P1P1
P1P1
P5
P5
P5
P5
P5
P5
P5
P5
P1
P5
P1
P5
P1
P5
P1
P5
5
5
5
5
P4
P4
P4
P4
B1
B1
B1
B1
5
5
5 5
5
5
6.
6.
6.
6.
8 8 8 888
888888
6.
6.
7
7
7
7
6.
6.
6.
6.
7
7
7
7
6.
6.
6.
6.6.
6.
6.
6.
6.
6.
CS16CS16 CS16 CS16
CS16CS16 CS16 CS16
CS
1
6
CS
1
6
CS
1
6
CS
1
6
13
13 13
13
CO
N
T
J
O
I
S
T
CO
N
T
J
O
I
S
T
CO
N
T
J
O
I
S
T
CO
N
T
J
O
I
S
T
13
1313
13
14 14
1414
5
5
5
5
5
5
5
5
5
5
5 5
AA
AA A A
A A
5
5
5
5
5
5
5
5
S4.0
204
S4.0
203
S4.0
204
S4.0
201
S4.0
202
S4.0
202
S4.0
201
S4.0
202
S4.1
221
S4.0
212
S4.0
210
S4.0
211
S4.0
211
S4.0
211
S4.0
211
18 18 18 18
18181818
18
18
18
18
22
22
TOP OF CONCRETE OVER
STEEL DECK = 120'-5 1/2"
S4.1
221
S4.1
218S4.1
219
S4.1
219
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
201 S4.0
203
S4.0
203
S4.0
202
S4.0
201 S4.0
204
S4.0
204
S4.0
201
S4.0
203
S4.0
204
S4.0
202
S4.0
211
S4.0
211
S4.0
211
S4.0
211
21 21
2121
S4.0
207
S4.0
207
S4.0
207
S4.0
207
S4.0
205
S4.0
205
S4.0
205
S4.0
208
S4.0
213S4.1
222
S4.0
205
S4.0
205
S4.0
213
S4.0
205
S4.0
205
S4.0
213
S4.1
222
S4.1
222
S4.0
213
S4.1
222
S4.0
205
S4.0
205
S4.0
209
S4.0
204
S4.0
202
S4.0
202
S4.0
201
S4.0
201
S4.0
201
S4.0
201
S4.0
201
S4.0
204
S4.0
204
S4.0
202
S4.0
201
S4.0
205
S4.0
208
S4.0
209
S4.0
205
S4.0
205
S4.0
208
S4.0
208
S4.0
208
S4.0
208
S4.0
208S4.0
208
S4.0
205
S4.0
207
S4.0
205
S4.0
207
S4.0
207
S4.0
205
S4.0
205
S4.0
207
TYP
TYP
TYP
TYP
S4.1
220
S4.0
215
S4.0
214
S4.1
220
S4.0
215
S4.0
214
TYP TYP
S4.0
210S4.0
216
S4.0
210
S4.0
212
S4.0
210
S4.0
216
S4.1
218
S4.1
217
S4.1
217
S4.0
201
25
2519 1925 25
2525
TYP TYP
B3 B3 B3 B3
B3B3B3B3
B3
B3 B3
B3
22
22
25 25 25
25
2525
5'
-
1
0
"
17'-4" 5'-10 1/2"
6'
-
4
1
/
4
"
17'-4"5'-10 1/2"
6'
-
4
1
/
4
"
KEYNOTES
5 POCKET BEAM INTO WALL PER TYPICAL DETAIL
7 MITER BEAMS AND ATTACH TO POST W/ SIMPSON LCE4
POST CAP
8 ATTACH POST FROM ABOVE TO BEAMS W/ INVERTED
SIMPSON LCE4 POST CAP
9 STEEL STAIRS, USE HSS12x2x3/16 STRINGERS
10 20 GAGE B-36 FORMLOK COMPOSITE DECK W/ 2 1/2" (4"
TOTAL SLAB THICKNESS) OF NORMAL WEIGHT
CONCRETE. REINFORCE SLAB W/ 6x6-W1.4xW1.4 WWF.
ATTACH DECK W/ 0.157" DIA (MIN) SHOT PINS AT 6" O.C.
AT ALL BOUNDARIES. BUTTON PUNCH SIDE LAP AT 18"
O.C.
11 3/4" APA RATED FLOOR SHEATHING W/ 10d COMMON
NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT
12" O.C. IN THE FIELD, TYPICAL.
13 STRAP CONT FLOOR JOIST TO DBL TOP PLATE W/
SIMPSON HTS24 STRAP. PROVIDE WEB STIFFENER IN
FLOOR JOIST AS REQUIRED TO RECEIVE STRAP
NAILING
14 PROVIDE JOIST BLOCKING W/ CONT CS16 STRAP FOR
(5) BAYS FROM WALL, SEE CORRESPONDING DETAIL
18 SLOPE DECK FRAMING AT 1/8" PER FOOT AWAY FROM
MAIN STRUCTURE
19 POCKET STEEL BEAM INTO WALL PER TYPICAL DETAIL
21 WALL FRAMING: 2x6 STUDS AT 16" O.C.
22 WALL FRAMING: 2x4 STUDS AT 16" O.C.
25 CAP OPEN END OF HSS BEAM W/ 1/4" THICK END PLATE
FLOOR FRAMING PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR
BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT
DISCONTINUITY.
D. TYPICAL EXTERIOR WALL FRAMING SHALL BE 2x6 STUDS
AT 16" O.C. UNO.
E. TYPICAL INTERIOR BEARING WALL FRAMING (INCLUDING
PARTY WALLS), SHALL BE 2x4 STUDS AT 16" O.C. UNO.
F. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS
(KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
G. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
H. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
I. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
J. CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING"
DETAIL.
K. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
L. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
M. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
SCALE: 3/16" = 1'-0"
THIRD FLOOR FRAMING PLAN
11
5
2
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3
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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NORTH
10
/
2
4
/
2
0
2
2
P4 P4 P4P4
P4P4P4P4
B4
B4
B3 B3 B4
B4
B3B3
B3
B3
B6B4
B5
B6
B3
B3
B3
B3 B3
B3
B5
B5
B3
B3 B3
B3
B3
B3
B6
B6
B3
B3
B3
B3B3
B3
B5
P4 P4B4B4
B4
B4
P4P4B4B4
B4
B4
P4P4
B4B4
B4
B4
B4
B4B4
5
5
5
5
5
5
5
5
7 5 5 7
4
7 5 5 7
4
7557
4
7557
4
P1 P1
P1 P1
P1
OVERBUILT FRAMING
PER TYPICAL DETAIL
OVERBUILT FRAMING
PER TYPICAL DETAIL
OVERBUILT FRAMING
PER TYPICAL DETAILOVERBUILT FRAMING
PER TYPICAL DETAIL
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P3 P3
P2
P2
P2
P2
P2
P2
P2
P2
P1
P1
P1
P1
P1
P1
P1
P1
GT
GT
P3 P3
S5.0
312
S5.0
312
S5.0
312
S5.0
312
S5.0
301
S5.0
303
S5.0
304
S5.0
304
S5.0
303
S5.0
301
S5.0
301
S5.0
303
S5.0
304
S5.0
304
S5.0
303
S5.0
301
6
6
PR
E
F
A
B
W
O
O
D
T
R
U
S
S
A
T
2
4
"
O
.
C
.
PR
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F
A
B
W
O
O
D
T
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S
S
A
T
2
4
"
O
.
C
.
S5.0
308
S5.0
312
S5.0
312
S5.0
308
S5.0
308
S5.0
312S5.0
312
S5.0
308
5
5
5
5
PONY WALL, TYP PONY WALL, TYP
PONY WALL, TYP
PONY WALL, TYP
AT 24" O.C.
PREFAB WOOD TRUSS
AT 24" O.C.
PREFAB WOOD TRUSS
7 7 7 777
777777
D=8200#
D=8200#
D=8200#
D=8200#
D=
1
5
0
0
#
D=
1
5
0
0
#
5
5
7
7
7
7
5
5
5
5
7
7
7
7
5
5
5
55
5
5
5
5
5
12
12 12
12
S5.0
301
S5.0
309
S5.0
310
S5.0
309
S5.0
301
S5.0
301
S5.0
309
S5.0
310
S5.0
309
S5.0
301
S5.0
306
S5.0
306
S5.0
306
S5.0
306
5
5
5
5
5
5
5
5
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
301
S5.0
301
S5.0
301
S5.0
301
20
20
20
20
20
20 20
20
22 22
TYP
TYP
23
23
23
23
23
23
23
23TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
B3B3
B3
B3
B3 B3 B3 B3
B3
B3
2222
B3
5
B3
5
B7
B7
S5.0
305
S5.0
305
27
27 27
27
B8
S5.0
313
TYP
B8
PREFAB WOOD TRUSS AT 24" O.C.
3
3
3
3
S5.0
302
S5.0
302
S5.0
302
S5.0
302
30 PSF
5'-6"
0 PSF
30 PSF
5'-6"
0 PSF28 28
KEYNOTES
3 POCKET BEAM INTO WALL PER TYPICAL DETAIL AND
STRAP BEAM TO DOUBLE TOP PLATE W/ SIMPSON
MSTC40 STRAP
4 SIMPSON HUC68 HANGER
5 POCKET BEAM INTO WALL PER TYPICAL DETAIL
6 15/32" APA RATED ROOF SHEATHING W/ 8d COMMON
NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT
12" O.C. IN THE FIELD. PROVIDE SIMPSON PSCL H-CLIP
AT ALL UNSUPPORTED PANEL EDGES
7 MITER BEAMS AND ATTACH TO POST W/ SIMPSON LCE4
POST CAP
12 ATTACH GIRDER TRUSS TO DBL TOP PLATE W/
SIMPSON HTS24 STRAP
20 ALONG THIS WALL: IF ROOF TRUSS DOES NOT ALIGN
DIRECTLY W/ A WALL STUD, ALIGN AN ADDITIONAL
STUD BELOW EACH TRUSS
22 WALL FRAMING: 2x4 STUDS AT 16" O.C.
23 BRACE TOPS OF NON-BEARING WALLS PER TYPCAL
"WOOD TRUSS AT NON-BEARING WALL" DETAIL
27 SIMPSON HGUS6.88/10 HANGER
28 TRUSS MANUFACTURER TO DESIGN ROOF TRUSSES
FOR ADDITIONAL SNOW DRIFT LOAD FOR LENGTH AND
MAGNITUDE SHOWN, SEE TYPICAL DETAIL
ROOF FRAMING PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR
BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT
DISCONTINUITY.
D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS
AT 16" O.C. UNO. WHERE ROOF TRUSSES OR JOISTS
SPANS EXCEED 50'-0" ALIGN ADDITIONAL STUD BELOW
ROOF FRAMING MEMBER.
E. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS
(KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
F. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
G. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
H. TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH (1)
H2.5A OR (1) H1 CLIP, AND EACH GIRDER TRUSS WITH (2)
H2.5A CLIPS, UNO.
I. "D=" INDICATES DRAG LOAD (ASD) THAT TRUSS
MANUFACTURER IS TO DESIGN TRUSS FOR IN BOTH
TENSION AND COMPRESSION.
J. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1)
H2.5A CLIP, UNO.
K. PROVIDE BUILT-UP 2x POSTS BELOW EACH GIRDER
TRUSS, MATCH GIRDER TRUSS WIDTH, U.N.O.
L. OVERBUILD PONY WALLS (MAX 5'-6" SPACING FOR 2x6
OVERBUILD FRAMING AT 24" O.C. W/ SIMPSON LUS26
HANGER) PER "TYPICAL OVERBUILD" DETAIL.
M. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
N. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
O. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
SCALE: 3/16" = 1'-0"
ROOF FRAMING PLAN
11
5
2
B
O
N
D
A
V
E
N
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E
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S
u
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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10/22/2022 12:54:13 PM
S2.3
RO
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09/27/2022
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NORTH
10
/
2
4
/
2
0
2
2
KEYNOTES:
NOTES:
3"
CLR
3"
CL
R
10
7
9
6
8
1
2
5
11
3
8"MI
N
1. WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5. CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8. SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
9. EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WALL SHEATHING AS OCCURS, SEE PLAN
11. RIGID INSULATION, SEE ARCH
12.AS OCCURS, PROVIDE DBL BOTTOM
PLATE FOR WALLS DESIGNATED AS TYPE
"8" SHEARWALLS, SEE PLAN
13.2x6 BLOCK OUT IN TOP OF CONCRETE
WALL
A.ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS
4
12
13
KEYNOTES:
3"
CLR
3"
CL
R
1
7
6
1
5
4
3
2
1. SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
2. #4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7. MINIMUM FOOTING DEPTH, SEE GSN
18"
18"
KEYNOTES:
NOTES:
3"
CLR
3"
CL
R
10
7
9
6
3
1
2
5
11
3
1.WOOD STUD WALL, SEE PLAN
2. CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3. CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.GYPBOARD, SEE ARCH
9. EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WALL SHEATHING AS OCCURS, SEE PLAN
11. RIGID INSULATION, SEE ARCH
12.2x6 BLOCK OUT IN TOP OF CONCRETE
WALL
A. ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS
4
8
8"MI
N
12
NOTES:
KEYNOTES:
3 SIDES1/4
A.PROTECT EXPOSED STEEL, SEE
ARCHITECTURAL
3"
CLR
3"
CL
R
6
5
4
3
2
1. STAIR STRINGER, SEE PLAN
2.#4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5. CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.1/4" THICK END CAP
9.L3x3x 1/4 x 3" LONG W/ (1)3/4"∅ x 6" LONG
HILTI KWIK TZ BOLT
18"
18"
8
9
1
7
KEYNOTES:
NOTES:
3"
CLR
3"
CL
R
9
7
8
6
1
2
5
4
3
1. WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.EDGE NAILING, SEE SHEARWALL
SCHEDULE
9.WALL SHEATHING AS OCCURS, SEE PLAN
A.ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS
2
1
9
8
3
KEYNOTES:
3"
CLR
3"
CL
R
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ O.145" DIA
MIN SHOT PIN AT 32" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
1
3 2
4
5
KEYNOTES:
3"
CLR
3"
CL
R
1.WOOD STUD WALL, SEE PLAN
2. CONT 2x PT SOLE PLATE W/ O.145" DIA
MIN SHOT PIN AT 32" O.C.
3. CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6. VERIFY AIR GAP W/ ARCH
1
2
4
3
1
2
5
6
KEYNOTES:
3"
CLR
3"
CL
R
1. WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/5/8" DIA x 6 1/2"
TITEN HD ANCHORS AT 24" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4. CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.WALL SHEATHING AS OCCURS, SEE PLAN
8.CONT 2x PT SOLE PLATE W/ 0.145" DIA MIN
SHOT PIN AT 32" O.C.
9.VERIFY AIR GAP W/ ARCH
3
7
6
2
1
8
1
4
5
9
KEYNOTES:
3"
CLR
3"
CL
R
1
6
3
5
4
3
2
1. MINIMUM FOOTING DEPTH, SEE GSN
2.#4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5. CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
18"
18"
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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:
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10/22/2022 12:54:13 PM
S3.0
FO
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09/27/2022
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SCALE: NTS101WOOD STUD WALL AT FOUNDATION
SCALE: NTS102CONCRETE SLAB AT FOUNDATION
SCALE: NTS103WOOD STUD WALL AT FOUNDATION
SCALE: NTS104STEEL STAIR STRINGER AT FOUNDATION
SCALE: NTS105WOOD STUD WALL AT FOUNDATION
SCALE: NTS106WOOD STUD WALL AT FOUNDATION
SCALE: NTS107WOOD STUD WALL AT FOUNDATION
SCALE: NTS108WOOD STUD WALL AT FOUNDATION
SCALE: NTS109CONCRETE SLAB AT FOUNDATION
10
/
2
4
/
2
0
2
2
KEYNOTES:
NOTES:
1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6. CONT RIM BOARD
7.BOUNDARY NAILING, SEE PLAN
8.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
9.FLOOR SHEATHING, SEE PLAN
10.GYPCRETE (11/2" MAX THICKNESS), SEE
ARCH
1
2
3
55
4
7
6
3
8
9
10
A. NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
5
KEYNOTES:
NOTES:
1.WOOD JOIST, SEE PLAN
2. WOOD JOIST BLOCKING AT 16" O.C. W/ (2)
16d NAILS
3. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE PLAN
6. EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.CONT RIM BOARD
8. BOUNDARY NAILING, SEE PLAN
9.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10.(4) 10d NAILS INTO EACH BLOCK
11.FLOOR SHEATHING, SEE PLAN
12.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
1
3
4
66
5
8
7
4
9
11
2
10
12
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
6
KEYNOTES:
1. WOOD JOIST, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WOOD JOIST BLOCKING W/ (4) 16d NAILS
BETWEEN EACH JOIST TO DBL TOP PLATE
5.FLOOR SHEATHING, SEE PLAN
6. BOUNDARY NAILING, SEE PLAN
7.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
1
3
2
4
576
KEYNOTES:
1.WOOD JOIST, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.JOIST BLOCKING W/ (4) 16d NAILS
BETWEEN EACH JOIST TO DBL TOP PLATE
5.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
6. FLOOR SHEATHING, SEE PLAN
7.BOUNDARY NAILING, SEE PLAN
8.CONT DBL 2x BOTTOM PLATE
1
3
2
4
6
3
8
5
7
KEYNOTES:
1. FLOOR SHEATHING, SEE PLAN
2.BOUNDARY NAILING, SEE PLAN
3.WOOD JOIST W/ HANGER, SEE PLAN
4. WOOD BEAM, SEE PLAN
5.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
3 4
21
3
5
KEYNOTES:
1. WOOD STUD WALL, SEE PLAN
2. VERIFY AIR GAP W/ ARCH
3.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
4. CONT DBL 2x BOTTOM PLATE W/ 16d
NAILS AT 6" O.C.
5. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
6. WOOD JOIST, SEE PLAN
7.CONT RIM BOARD W/ 16d TOE NAILS AT 8"
O.C.
8.WOOD JOIST BLOCKING W/ (2) 16d NAILS
AT 16" O.C.
9.(4) 10d NAILS INTO EACH BLOCK
10.FLOOR SHEATHING, SEE PLAN
11. BOUNDARY NAILING, SEE PLAN
12.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
4
9
1
8
4
1
10
5
1
126
10
7 7
1111
33
5
1
2
KEYNOTES:
NOTES:
1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4. WALL SHEATHING AS OCCURS, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.WOOD JOIST W/ HANGER, SEE PLAN
7.WATERPROOFING, SEE ARCH
8. BOUNDARY NAILING, SEE PLAN
9. CONT 2x DBL BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10. CONT RIM BOARD
11. FLOOR SHEATHING, SEE PLAN
12.CONT 2x8 LEDGER W/ (2) SDWS22500DB
SCREWS AT 16" O.C.
13.WOOD BEAM, SEE PLAN
14.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
1
2
3
5
4
8
6
3
9
11
10
5
5
12
8
11 7 8
13
14
A. NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
B.SLOPE DECK JOISTS AWAY FROM
BUILDING AT 1/8" PER FOOT
KEYNOTES:
NOTES:
1. WOOD JOIST, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6. WOOD JOIST W/ HANGER, SEE PLAN
7.WATERPROOFING, SEE ARCH
8.BOUNDARY NAILING, SEE PLAN
9. CONT 2x DBL BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10.CONT RIM BOARD
11. FLOOR SHEATHING, SEE PLAN
12.CONT 2x8 LEDGER W/ (2) SDWS22500DB
SCREWS AT 16" O.C.
13. WOOD BEAM, SEE PLAN
14.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
15. (4) 10d NAILS INTO EACH BLOCK
16.WOOD JOIST BLOCKING AT 16" O.C. W/ (2)
16d NAILS1
2
3
5
4
8
6
3
9
11
10
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
B.SLOPE DECK JOISTS AWAY FROM
BUILDING AT 1/8" PER FOOT
5
5
12
8
11 7 8
13
14
15
16
KEYNOTES:
1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6. CONT RIM BOARD W/ A35 CLIP AT 16" O.C.
7.FLOOR SHEATHING, SEE PLAN
8.BOUNDARY NAILING, SEE PLAN
9. CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
11.CONT RIM BOARD W/ 16d TOENAILS AT 8"
O.C.
12.VERIFY AIR GAP W/ ARCH
1
5
6
4
7
8
4
3
9
3
5
1
11
10
3
22
3
9 8
12
KEYNOTES:
NOTES:
1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6. CONT RIM BOARD
7.BOUNDARY NAILING, SEE PLAN
8.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
9.FLOOR SHEATHING, SEE PLAN
10.GYPCRETE (11/2" MAX THICKNESS), SEE
ARCH
11.GYPBOARD, SEE ARCH
1
2
3
55
4
7
6
3
8
9
10
A. NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
5
11
KEYNOTES:
NOTES:
1.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID
OR BUILT-UP W/ (2) 11/4" RIM BOARDS)
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4. WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE PLAN
6.EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.CONT L4x4x1/4 W/ (2) 1/4" DIA x 3 1/2"
LONG SDS SCREWS AT 8" O.C.
8.CONCRETE OVER STEEL DECK, SEE PLAN
9.FLOOR SHEATHING, SEE PLAN
10.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
11.BOUNDARY NAILING, SEE PLAN
12. CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
13. GYPBOARD, SEE ARCH
14. BOUNDARY ATTACHMENT, SEE PLAN
15.PROVIDE WATERPROOF BARRIER
BETWEEN CONCRETE AND WOOD
FRAMING, PER ARCH3
4
6
5
11
2
4
12
9
1
87
10
11
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
6
6
3_4"
14
15
13
112"
KEYNOTES:
NOTES:
1. WOOD JOIST, SEE PLAN
2.WOOD JOIST BLOCKING W/ (2) 16d NAILS
AT 16" O.C.
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.WOOD STUD WALL, SEE PLAN
5. WALL SHEATHING AS OCCURS, SEE PLAN
6. EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.CONT L4x4x 1/4 W/ (2)1/4" DIA x 3 1/2" LONG
SDS SCREWS AT 8" O.C.
8. CONCRETE OVER STEEL DECK, SEE PLAN
9. FLOOR SHEATHING, SEE PLAN
10.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
11. BOUNDARY NAILING, SEE PLAN
12.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
13.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID
OR BUILT-UP W/ (2) 11/4" RIM BOARDS)
14. (4) 10d NAILS INTO EACH BLOCK
15.GYPBOARD, SEE ARCH
16.BOUNDARY ATTACHMENT, SEE PLAN
17. PROVIDE WATERPROOF BARRIER
BETWEEN CONCRETE AND WOOD
FRAMING, PER ARCH
1
3
4
11
13
4
12
2
14
10
11
9
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
6
5
87
6
6
3_4"
16
17
15
112"
KEYNOTES:
1. WOOD STUD WALL, SEE PLAN
2. VERIFY AIR GAP W/ ARCH
3.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
4.CONT DBL 2x BOTTOM PLATE W/ 16d
NAILS AT 6" O.C.
5. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
6.WOOD JOIST, SEE PLAN
7.CONT RIM BOARD W/ 16d TOE NAILS AT 8"
O.C.
8.WOOD JOIST BLOCKING W/ (2) 16d NAILS
AT 16" O.C.
9.(4) 10d NAILS INTO EACH BLOCK
10.FLOOR SHEATHING, SEE PLAN
11. BOUNDARY NAILING, SEE PLAN
12.EDGE NAILING, SEE SHEARWALL
SCHEDULE
13. PROVIDE WATERPROOF BARRIER
BETWEEN CONCRETE AND WOOD
FRAMING, PER ARCH
14.BOUNDARY ATTACHMENT, SEE PLAN
15.CONCRETE OVER STEEL DECK, SEE PLAN
16. CONT L4x4x1/4 W/ (2) 1/4" DIA x 3 1/2"
LONG SDS SCREWS AT 8" O.C.
17. CONT 2 1/2" THICK (MIN) RIM BOARD
(SOLID OR BUILT-UP W/ (2) 1 1/4" RIM
BOARDS) W/ A35 CLIP AT 16" O.C.
18. GYPBOARD, SEE ARCH
19.WALL SHEATHING AS OCCURS, SEE PLAN
4
9
1
8
4
5
1
6
10
7
17
1111
3
5
1
2
1
1516
3_4"
1212
12
14
13
18
19
112"
KEYNOTES:
1.BOUNDARY ATTACHMENT, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.STEEL BEAM, SEE PLAN
11
2
3
2
KEYNOTES:
1/4 3-12
1/4 3-12
1/4
EA SIDE
STRINGER-TO-BEAM
1
3
2
6
5
4
1. BOUNDARY ATTACHMENT, SEE PLAN
2.CONCRETE OVER STEEL DECK, SEE PLAN
3.STEEL BEAM, SEE PLAN
4. CONT L4x4x1/4
5.NOSING STEEL, SEE ARCH
6.STAIR STRINGER BEYOND, SEE PLAN
KEYNOTES:
1/4 3-12
1/4 3-12
1
3
2
4
1. BOUNDARY ATTACHMENT, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.STEEL BEAM, SEE PLAN
4.CONT L4x4x1/4
11
5
2
B
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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10/22/2022 12:54:14 PM
S4.0
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09/27/2022
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SCALE: NTS201WOOD JOIST AT WOOD STUD WALL
SCALE: NTS202WOOD JOIST AT WOOD STUD WALL
SCALE: NTS205WOOD JOIST AT WOOD STUD WALL
SCALE: NTS206WOOD JOIST AT WOOD STUD WALL
SCALE: NTS207WOOD JOIST AT WOOD BEAM
SCALE: NTS208WOOD JOIST AT WOOD STUD WALL
SCALE: NTS203WOOD JOIST AT WOOD STUD WALL
SCALE: NTS204WOOD JOIST AT WOOD STUD WALL
SCALE: NTS209WOOD JOIST AT WOOD STUD WALL
SCALE: NTS212WOOD JOIST AT WOOD STUD WALL
SCALE: NTS210WOOD JOIST AT WOOD STUD WALL
SCALE: NTS211WOOD JOIST AT WOOD STUD WALL
SCALE: NTS213WOOD JOIST AT WOOD STUD WALL
SCALE: NTS214STEEL DECK AT STEEL BEAM
SCALE: NTS215STEEL DECK AT STEEL BEAM
SCALE: NTS216STEEL DECK AT STEEL BEAM
10
/
2
4
/
2
0
2
2
KEYNOTES:
1/4 3-12
1/4 3-12
1
3
2
4
1.BOUNDARY ATTACHMENT, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.STEEL BEAM, SEE PLAN
4.CONT L4x4x1/4
KEYNOTES:
3/16 4 - 12
4 - 123/16
1
3
2
1. STEEL BEAM, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.CONT L3x3x 1/4
4.BOUNDARY ATTACHMENT, SEE PLAN
5.RAILING, SEE ARCH
5
4
KEYNOTES:
3/16 4 - 12
4 - 123/16
3/16
TYP
1
3
2
1. STEEL BEAM, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.CONT L3x3x 1/4
4.BOUNDARY ATTACHMENT, SEE PLAN
5. RAILING, SEE ARCH
6.HSS6x4x 3/16 (FLATWISE)
5
4
6
KEYNOTES:
1/4
1
1.STEEL BEAM, SEE PLAN
1
PLAN
A
A
KEYNOTES:
NOTES:
1/4
1.STEEL BEAM, SEE PLAN
2.HSS6x4x 3/16 (FLATWISE) SEE DETAIL 219
3. STEEL BEAM BEYOND, SEE PLAN
A.SEE CORRESPONDING DETAILS FOR
ADDITIONAL INFORMATION
1
1
1
2
3
KEYNOTES:
NOTES:
4
1.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
2. CONT STRAP ACROSS TOPS OF BLOCKS
AND ONTO RIM BOARD, SEE PLAN. FILL
EVERY HOLE W/ 10d NAILS
3. CONT DBL RIM BOARD, SEE
CORRESPONDING DETAIL
4.(3) A35 CLIPS CONNECTING RIM BOARD
TO DBL TOP PLATE
5.WOOD STUD WALL, SEE PLAN
6.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
7.WOOD JOIST BLOCKING FOR AMOUNT OF
BAYS SHOWN ON PLANS. ALIGN
BLOCKING SO IT BUTTS INTO END OF DBL
RIM BOARD
8. WOOD JOIST, SEE PLAN
A. NOT ALL FRAMING SHOWN FOR CLARITY,
SEE CORRESPONDING DETAILS
1'-4"
MIN21 3
8
7
666
55
5
11
5
2
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2
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8
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3
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9
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2
3
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9
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8
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3
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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e
c
t
:
Dr
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T
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10/22/2022 12:54:14 PM
S4.1
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09/27/2022
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SCALE: NTS217STEEL DECK AT STEEL BEAM
SCALE: NTS218STEEL DECK AT STEEL BEAM
SCALE: NTS219STEEL DECK AT STEEL BEAM
SCALE: NTS220STEEL BEAM AT STEEL BEAM
SCALE: NTS221STEEL BEAM AT STEEL BEAM
SCALE: NTS222BLOCKING AND STRAPPING AT FLOOR JOISTS
10
/
2
4
/
2
0
2
2
KEYNOTES:
NOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3. WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.FULL-HEIGHT TRUSS BLOCKING
BETWEEN EACH TRUSS
7.ROOF SHEATHING, SEE PLAN
8. BOUNDARY NAILING, SEE PLAN
1
2
3
55
4
7
8
6
A.NO WALL SHEATHING SPLICE BETWEEN
BLOCKING AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH BLOCK
B.COORDINATE ROOF VENTILATION
C. FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
NOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. WOOD BEAM, SEE PLAN
3.BOUNDARY NAILING, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.FULL-HEIGHT TRUSS BLOCKING
BETWEEN EACH TRUSS
7.ROOF SHEATHING, SEE PLAN
1
2
55
4
7
3
6
A.NO WALL SHEATHING SPLICE BETWEEN
BLOCKING AND BEAM, IF SHEATHING
BREAKS PROVIDE A35 CLIP AT EACH
BLOCK
B.COORDINATE ROOF VENTILATION
C. FASCIA PER ARCHITECTURAL DETAILS
5
KEYNOTES:
NOTES:
1.WOOD TRUSS, SEE PLAN
2. 2x4 x 4'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3.WOOD TRUSS W/ HGA10 CLIP AT 36" O.C.
4. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
5.WOOD STUD WALL, SEE PLAN
6.WALL SHEATHING AS OCCURS, SEE PLAN
7. (3) 16d NAILS AT 16" O.C.
8.2x6 LADDER FRAMING AT 16" O.C.
9.BOUNDARY NAILING, SEE PLAN
10. ROOF SHEATHING, SEE PLAN
11. 2x6 BLOCKING AT 32" O.C., FIRST TRUSS
BAY MINIMUM
12. EDGE NAILING, SEE SHEARWALL
SCHEDULE
13.(3) 8d NAILS AT EACH BLOCK
14. NO SHEATHING SPLICE TO OCCUR IN
THIS AREA
15. WOOD JOIST W/ HANGER, SEE PLAN
16.2x BLOCKING W/ (3) 16d NAILS BETWEEN
EACH TRUSS
17.WOOD TRUSS W/ HANGER, SEE PLAN
18.WOOD GIRDER TRUSS, SEE PLAN
9
18
2 3
4
5
6
7
8
10
7
2'-0"
MAX
913
11
A.COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
12
14
7
9
9
10
17
16
15
1
KEYNOTES:
NOTES:
1. WOOD TRUSS, SEE PLAN
2.2x4 x 4'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3. WOOD TRUSS W/ HGA10 CLIP AT 36" O.C.
4.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
5.WOOD STUD WALL, SEE PLAN
6. WALL SHEATHING AS OCCURS, SEE PLAN
7.(3) 16d NAILS AT 16" O.C.
8.2x6 LADDER FRAMING AT 16" O.C.
9. BOUNDARY NAILING, SEE PLAN
10. ROOF SHEATHING, SEE PLAN
11.2x6 BLOCKING AT 32" O.C., FIRST TRUSS
BAY MINIMUM
12. EDGE NAILING, SEE SHEARWALL
SCHEDULE
13. (3) 8d NAILS AT EACH BLOCK
14.NO SHEATHING SPLICE TO OCCUR IN
THIS AREA
15.WOOD JOIST W/ HANGER, SEE PLAN
16.2x BLOCKING W/ (3) 16d NAILS BETWEEN
EACH TRUSS
17.WOOD TRUSS W/ CLIP, SEE PLAN
18. WOOD GIRDER TRUSS, SEE PLAN
19. WOOD BEAM, SEE PLAN
9
18
2 3
4
5
6
7
8
10
7
2'-0"
MAX
913
11
A.COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
12
14
7
9
9
10
17
16
15
1
12
19
6
KEYNOTES:
NOTES:
1
4
5
3
2
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. WOOD BEAM, SEE PLAN
3. 2x BLOCKING BETWEEN EACH TRUSS W/
A35 CLIP
4.ROOF SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
A.COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3. WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.WOOD TRUSS ALIGNED W/ SHEARWALL
W/ HGA10 CLIP AT 36" O.C. INSTALL CLIPS
W/ 3" LONG SDS SCREWS TO DBL TOP
PLATE
7.BOUNDARY NAILING, SEE PLAN
8.ROOF SHEATHING, SEE PLAN
9. 2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
10.OVERBUILD JOIST, SEE PLAN
2
3 4
6
1
8 7
5
9
8
10
KEYNOTES:
NOTE:
11_4"
G
A
P
1
2
3
46
5
7
1.WOOD TRUSS, SEE PLAN. TRUSS
SHOULD NOT BE DESIGNED TO
BEAR ON WALL.
2.SIMPSON HTC4 CLIP AT 24" O.C.
(EACH TRUSS) W/ 0.148" DIA x 3"
LONG NAILS IN ALL HOLES
3.EDGE NAILING, SEE SHEARWALL
SCHEDULE
4.WALL SHEATHING AS OCCURS,
SEE PLAN
5.GYPBOARD SEE ARCH
6.WOOD STUD WALL, SEE PLAN
7.CONT 2x DBL TOP PLATE W/ LAP
SPLICE, SEE TPYICAL DETAIL
A.NAILS SHOULD NOT BE DRIVEN
COMPLETELY FLUSH AGAINST THE
CONNECTOR AT THE TRUSS TO
ALLLOW VERTICAL TRUSS
MOVEMEMENT, ALLOW 1/16" GAP
BETWEEN NAIL HEAD AND TRUSS CLIP
B.ARCH TO PROVIDE FINISH TO
ALLOW FOR 11/4" VERTICAL
MOVEMENT OF TRUSS
KEYNOTES:
NOTES:
1. WOOD TRUSS, SEE PLAN
2.2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3. WOOD TRUSS W/ HGA10 CLIP AT 36" O.C.
4.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
5.WOOD STUD WALL, SEE PLAN
6. WALL SHEATHING AS OCCURS, SEE PLAN
7.(3) 16d NAILS AT 16" O.C.
8.2x6 LADDER FRAMING AT 16" O.C.
9. BOUNDARY NAILING, SEE PLAN
10. ROOF SHEATHING, SEE PLAN
11.2x6 BLOCKING AT 32" O.C., FIRST TRUSS
BAY MINIMUM
12. EDGE NAILING, SEE SHEARWALL
SCHEDULE
13. (3) 8d NAILS AT EACH BLOCK
14.NO SHEATHING SPLICE TO OCCUR IN
THIS AREA
9
1
2 3
4
5
6
7
8
10
7
2'-0"
MAX
913
11
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
12
14
7
NOTES:
KEYNOTES:
4
2
3
6
11
10
1
2
10
9
8
5
7
7
A.NO WALL SHEATHING SPLICE BETWEEN
BLOCKING AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH BLOCK
B.COORDINATE ROOF VENTILATION
2'-0" MAX6
11
7
1.OVERBUILD 2x FRAMING W/ CLIP, SEE
PLAN
2. ROOF SHEATHING, SEE PLAN
3.FULL-HEIGHT TRUSS BLOCKING
4.WOOD TRUSS W/ CLIP, SEE PLAN
5. WALL SHEATHING AS OCCURS, SEE PLAN
6. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8. 2x BLOCKING BETWEEN EACH JOIST W/
LPT4 CLIP
9.
10. BOUNDARY NAILING, SEE PLAN
11. WOOD STUD WALL, SEE PLAN
CONT 2x8 BOTTOM PLATE W/ (4) #10x3 1/2"
SCREWS AT 24" O.C. (EACH TRUSS)
NOTES:
KEYNOTES:
4
2
3
10
1
2
109
8
5
7
7
A.NO WALL SHEATHING SPLICE BETWEEN
BLOCKING AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH BLOCK
B.COORDINATE ROOF VENTILATION
2'-0" MAX6
11
7
1213
210
14
15
1.OVERBUILD 2x FRAMING W/ CLIP, SEE
PLAN
2. ROOF SHEATHING, SEE PLAN
3.FULL-HEIGHT TRUSS BLOCKING
4.WOOD TRUSS W/ CLIP, SEE PLAN
5. WALL SHEATHING AS OCCURS, SEE PLAN
6. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8. 2x BLOCKING BETWEEN EACH JOIST W/
LPT4 CLIP
9.
10. BOUNDARY NAILING, SEE PLAN
11. WOOD STUD WALL, SEE PLAN
12.WOOD TRUSS, SEE PLAN
13.2x4 AT 4'-0" O.C. W/ (2) 16d NAILS AT EACH
TRUSS
14.WOOD TRUSS W/ (3) #10x3 1/2" SCREWS
AT 24" O.C. IN BOTTOM CHORD
15.WOOD BEAM, SEE PLAN
CONT 2x8 BOTTOM PLATE W/ (4) #10x3 1/2"
SCREWS AT 24" O.C. (EACH TRUSS)
KEYNOTES:
NOTES:
1.WOOD JOIST, SEE PLAN
2. WOOD JOIST BLOCKING AT 16" O.C. W/ (2)
16d NAILS
3. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE PLAN
6. EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.CONT RIM BOARD
8. BOUNDARY NAILING, SEE PLAN
9.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10.(4) 10d NAILS INTO EACH BLOCK
11.FLOOR SHEATHING, SEE PLAN
12.11/2" GYPCRETE, SEE ARCH
13. CONT 2x10 LEDGER W/ (4) #10 x 3 1/2"
SCREWS AT 16" O.C.
14.ROOF SHEATHING, SEE PLAN
15.2x BLOCKING W/ (3) 16d TOE-NAILS
BETWEEN EACH JOIST
16. WOOD JOIST W/ LRU28Z HANGER AND
VPA2 CONNECTOR1
3
4
66
5
8
7
4
9
11
2
10
12
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
B.FASCIA PER ARCHITECTURAL DETAILS
6
3
4
6
5
8
8
13
16
15
14
KEYNOTES:
NOTES:
1. WOOD TRUSS, SEE PLAN
2.2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3. WOOD TRUSS W/ HGA10 CLIP AT 36" O.C.
4.WOOD BEAM, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.WALL SHEATHING AS OCCURS, SEE PLAN
7. (3) 16d NAILS AT 16" O.C.
8. 2x6 LADDER FRAMING AT 16" O.C.
9.BOUNDARY NAILING, SEE PLAN
10.ROOF SHEATHING, SEE PLAN
11. 2x6 BLOCKING AT 32" O.C., FIRST TRUSS
BAY MINIMUM
12.(3) 8d NAILS AT EACH BLOCK
13. NO SHEATHING SPLICE TO OCCUR IN
THIS AREA
9
1
2 3
4
6
7
8
10
7
2'-0"
MAX
912
11
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
5
13
7
KEYNOTES:
NOTES:
3/16
3"
4"
11_2"
3_4"GA
P
1
1.WOOD BEAM, SEE PLAN
2.(2)3/4" DIA THRU BOLTS, FINGER-TIGHTEN
NUTS AND DESTROY THREADS
3. ARCHITECTURAL STEEL COLUMN, SEE
ARCH
4.1/4" THICK x 6 1/2 " LONG (OUT-OF-PAGE
DIRECTION) BUILT-UP BUCKET W/ 2" LONG
VERTICAL SLOTTED HOLES
2
4
3
A.PROTECT EXPOSED STEEL, SEE ARCH
B. NOT ALL FRAMING SHOWN FOR CLARITY,
SEE CORRESPONDING DETAIL
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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t
:
Dr
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10/22/2022 12:54:15 PM
S5.0
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SCALE: NTS301WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS302WOOD TRUSS AT WOOD BEAM
SCALE: NTS303WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS304WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS305WOOD TRUSS AT WOOD BEAM
SCALE: NTS306WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS307WOOD TRUSS AT NON-BEARING EXTERIOR STUD WALL
SCALE: NTS308WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS309WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS310WOOD TRUSS AT WOOD GIRDER TRUSS
SCALE: NTS311WOOD JOIST AT WOOD STUD WALL
SCALE: NTS312WOOD TRUSS AT WOOD BEAM
SCALE: NTS313ARCHITECTURAL STEEL COLUMN AT WOOD BEAM
10
/
2
4
/
2
0
2
2
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
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Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
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P1.0
FO
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B
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P
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A
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PLAN NOTES:
FOUNDATION PLAN - PLUMBING
NorthSCALE: 1/8" = 1'-0"
MIRROR PLAN AS REQUIRED FOR
DIFFERENT SITE ORIENTATIONS
LOCATED IN APT. COMPLEX
NOTE:
BALL TYPE ISOLATION VALVE
PIPE RISE
PIPE DROP
SYMBOL
CO
WCO
COTG
VTR
V VENT
VENT THRU ROOF
CLEANOUT
WALL CLEANOUT
CLEANOUT TO GRADE
DESCRIPTION
PLUMBING LEGEND
SOIL OR WASTE PIPING
VENT LINE PIPING
GAS PIPINGG
DOMESTIC HOT WATER PIPING
DOMESTIC COLD WATER PIPING
CONDENSATE DRAIN PIPINGCD
HOT WATER RECIRC. PIPING
6"
6"
6"
6"
6"
6"
6" COTG
INV. ELEV. 99'-0"
4" COTG
INV. ELEV. 99'-0"
INV. ELEV. 99'-0"
4" COTG
INV. ELEV. 99'-0"
6" COTG
INV. ELEV. 96'-10"
F F
2" UNDER SLAB2" UNDER SLAB
F
F
F 2"
2"
2"
6"
6"
4"4"
2"
3"
2"
2"
2"
2"2"
L-1
T-1 FS-1
KS-12" ISLAND VENT
WB-1
4"4"4"4"4"4"4"4"4"4"
2" V.
SEE CIVIL SITE PLAN FOR CONTINUATION OF 6" FIRE LINE.
SEE CIVIL SITE PLAN FOR CONTINUATION OF 2" DOMESTIC CW
MAIN.
SEE CIVIL SITE PLAN FOR CONTINUATION OF 6" SEWER MAIN.
RISE 6" FIRE LINE UP THRU SLAB TO FIRE RISER ASSEMBLY
ABOVE. SEE SHEET P1.1 FOR RISER LOCATION ABOVE.
RISE 2" DOMESTIC COLD WATER MAIN UP THRU SLAB TO SERVE
WATER PRESSURE REDUCING VALVE ASSEMBLY LOCATED IN
RISER ROOM ABOVE. SEE SHEET P1.1 FOR CW RISER ASSEMBLY
LOCATION.
4" VENT STACK UP. SEE SHEET P1.1 FOR CONTINUATION OF
PIPING.
4" WASTE STACK UP. SEE SHEET P1.1 FOR CONTINUATION OF
PIPING.
2" VENT STACK UP. SEE SHEET P1.1 FOR CONTINUATION OF
PIPING.
2" WASTE STACK UP. SEE SHEET P1.1 FOR CONTINUATION OF
PIPING.
RUN 2" CW LINE UNDER SLAB TO SERVE OTHER HALF OF APT.
BUILDING. RUN PIPING AT A MINIMUM OF 5'-0" BELOW GRADE.
ALL UNDERGROUND PIPING TO BE INSULATED. SEE DETAIL ON
SHEET P3.0
RUN 4" FIRE LINE UNDER SLAB TO SERVE OTHER HALF OF APT.
BUILDING. RUN PIPING AT A MINIMUM OF 5'-0" BELOW GRADE.
VERIFY FINAL PIPE SIZE AND LOCATION WITH FIRE SPRINKLER
CONTRACTOR. ALL UNDERGROUND PIPING TO BE INSULATED.
SEE DETAIL ON SHEET P3.0
1
2
3
4
5
6
7
1
2
3
4
567
2" V.
4"
WC-1
3"
3"
2"
KS-1
FD-1
2" V.
2"
8
998
2"2"
WC-1
2" V.
4"
6
7
T-1
2" V.
WB-1
FD-1
2" V.
9
8
2"2"2"
2"
3"
L-1
6
7 2"
4"2" V.
T-1
2" V.
2"
2"
2"
2" ISLAND VENT
2" ISLAND VENT WB-1
2"
3"4"2"
L-1
2" V.
67
2" V.
2" V.
10
10
11
11
2"
3"
2"
2"
2"
2"2"
L-1
T-1
KS-1 2" ISLAND VENT
WB-1
4"4"4"4"4"4"4"4"
4"
2" V.
67
2" V.
4"
WC-1
3"
3"
2"
KS-1
FD-1
2" V.
2"
98
2"2"
WC-1
2" V.
4"
6
7
T-1
2" V.
WB-1
FD-1
2" V.
9
8
2"2"2"2"
3"
L-1
6
72"
4"2" V.
T-1
2" V.
2"
2"
2"
2" ISLAND VENT
2" ISLAND VENT
WB-1
2"
3"4"2"
L-1
2" V.
6 7
2" V.
FD-1
2" V.
2"
98
FD-1
2" V.
2"
9 8
4" COTG
2"
3"
2"
2"
2"
2"2"
L-1
T-1
KS-12" ISLAND VENT
WB-1
4"4"4"4"4"4"4"4"4"
2" V.
6 7
2" V.
4"
WC-1
3"
3"
2"
KS-1
FD-1
2" V.
2"
9 8
2"2"
WC-1
2" V.
4"
6
7
T-1
2" V.
WB-1
FD-1
2" V.
9
8
2"2"2"2"
3"
L-1
6
7 2"
4"2" V.
T-1
2" V.
2"
2"
2"
2" ISLAND VENT
2" ISLAND VENT
WB-1
2"
3"4"2"
L-1
2" V.
67
2" V.
2" V.
2"
3"
2"
2"
2"
2"2"
L-1
T-1
KS-1 2" ISLAND VENT
WB-1
4"4"4"4"4"4"4"4"4"
2" V.
67
2" V.
4"
WC-1
3"
3"
2"
KS-1
FD-1
2" V.
2"
98
2"2"
WC-1
2" V.
4"
6
7
T-1
2" V.
WB-1
FD-1
2" V.
9
8
2"2"2"
2"
3"
L-1
6
72"
4"2" V.
T-1
2" V.
2"
2"
2"
2" ISLAND VENT
2" ISLAND VENTWB-1
2"
3"4"2"
L-1
2" V.
6 7
2" V.
FD-1
2" V.
2"
98
FD-1
2" V.
2"
9 8
4" COTG
INV. ELEV. 99'-0"
RISE
RISE
RISE
RISE
KS-1
KS-1
KS-1
KS-1
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
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2
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3
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Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
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F
P1.1
LE
V
E
L
1
P
L
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B
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F
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P
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A
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PLAN NOTES:
FIRST FLOOR PLAN - PLUMBING
NorthSCALE: 1/8" = 1'-0"
2
F
2
F
1
F
1
F
1
F
1
F
1
F
1
F
2
F
2
F
1
F
SEE LARGE SCALE TYP. APT. PLUMBING
PLANS ON SHEET P2.1 FOR FIXTURES
AND PIPING SERVING INDIVIDUAL APT.
TYPES.
NOTE:
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
WB-1
KS-1DW-1
KS-1 DW-1
WB-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
FD-1 FD-1
FS-1
FD-1
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
WB-1
KS-1DW-1
KS-1 DW-1
WB-1
L-1
WC-1
T-
1
T-
1WC
-
1
L-1
FD-1 FD-1
FD-1
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
KS-1 DW-1
KS-1DW-1
WB-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
FD-1FD-1
FD-1
WB-1KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
KS-1 DW-1
KS-1DW-1
WB-1
L-1
WC-1
T-
1
T-
1 WC
-
1
L-1
FD-1FD-1
FD-1
FA
V
PRV
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1WH-1
F
F
6" FIRE RISER ASSEMBLY. SEE DETAIL ON SHEET P3.0.
2" DOMESTIC COLD WATER PRESSURE REDUCING VALVE
ASSEMBLY. SEE DETAIL ON SHEET P3.0.
DROP 2" CW MAIN LINE DOWN IN WALL THRU SLAB TO SERVE
OTHER HALF OF APT. BUILDING. SEE SHEET P1.0 FOR
UNDERGROUND PIPING.
DROP 4" FIRE SPRINKLER PIPING DOWN IN WALL THRU SLAB TO
SERVE OTHER HALF OF APT. BUILDING. SEE SHEET P1.0 FOR
UNDERGROUND PIPING.
4" VENT STACK UP. SEE SHEET P1.2 FOR CONTINUATION OF
PIPING.
4" WASTE STACK UP. SEE SHEET P1.2 FOR CONTINUATION OF
PIPING.
2" VENT STACK UP. SEE SHEET P1.2 FOR CONTINUATION OF
PIPING.
2" WASTE STACK UP. SEE SHEET P1.2 FOR CONTINUATION OF
PIPING.
TEE OFF OF 1-1/4" CW MAIN WITH 3/4" CW MAIN TO SERVE APT. ON
THIS LEVEL COMPLETE WITH 3/4" SHUT-OFF VALVE AT CEILING.
CONTINUE UP WITH 1" CW LINE IN WALL TO SERVE LEVEL 2 AND
LEVEL 3 APTS. ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF
1" CW MAIN ABOVE.
TEE OFF OF 1-1/4" CW MAIN WITH 1" CW MAIN TO SERVE APT. ON
THIS LEVEL COMPLETE WITH 1" SHUT-OFF VALVE AT CEILING.
CONTINUE UP WITH 1-1/4" CW LINE IN WALL TO SERVE LEVEL 2
AND LEVEL 3 APTS. ABOVE. SEE SHEET P1.2 FOR CONTINUATION
OF 1-1/4" CW MAIN ABOVE.
GAS METER TREES BY LOCAL GAS COMPANY. (1) 12 METER TREE
WITH 12 METERS SIZED FOR 24,000 BTU LOAD AT OZ. DELVIERY
PRESSURE. (1) 6 METER TREE WITH 6 METERS SIZED FOR 36,000
BTU LOAD AT OZ. DELIVERY PRESSURE.
DROP (1) 3/4" GAS LINE TO SERVE FURNACE ON THIS LEVEL AND
RISE (2) 3/4" GAS LINES UP IN WALL TO SERVE FURNACES ON
LEVELS 2 AND 3 ABOVE.
1
2
3
4
5
6
1
2
3
3
44
ENTIRE BUILDING TO BE FIRE SPRINKLED
AS PER NFPA-13 CODE REQUIREMENTS.
NOTE:
7
8
7
8
7
8
7
8
7
8
7
8
7
8
7
8
7
8
7
8
7
8
7
8
7
8
56
5
6
56
65
56
5
6
56
65
5 6
5
6
5 6
6 5
5 6
5
6
5 6
6 5
2"2"
2"2"
1-1/4"
1-1/4"
1-
1
/
4
"
1-1/4"
1-1/4"
1-1/4"
1-1/4"1-1/4"
1-1/4"
2"1-1/4"
2"
1-1/2"
1-1/2"
1-1/4"1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/2"
1-1/2"
2"
1-1/4"
2"2"
1-1/4"
9
10
9
9
9
10
10
10
10
10
10
9
G
G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G
G
G
11
11
11
(12) 3/4" GAS
(9) 3/4" GAS
(6) 3/4" GAS
(6) 3/4" GAS
(3) 3/4" GAS
(3) 3/4" GAS
(3
)
3
/
4
"
G
A
S
(3
)
3
/
4
"
G
A
S
(3) 3/4" GAS
(3) 3/4" GAS
G
G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G
G
G
11
11
(12) 3/4" GAS
(9) 3/4" GAS
(6) 3/4" GAS
(6) 3/4" GAS
(3) 3/4" GAS
(3) 3/4" GAS
(3
)
3
/
4
"
G
A
S
(3
)
3
/
4
"
G
A
S
(3) 3/4" GAS
(3) 3/4" GAS
12
12 12
12
12
12 12
1212
12
12
1212
WB-1
WH-1
9
9
WB-1
WH-1
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
FA
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
RE
X
B
U
R
G
,
I
D
A
H
O
1
F
P1.2
LE
V
E
L
2
P
L
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
PLAN NOTES:
2ND FLOOR PLAN - PLUMBING
NorthSCALE: 1/8" = 1'-0"
2
F
2
F
1
F
1
F
1
F
1
F
1
F
1
F
2
F
2
F
1
F
SEE LARGE SCALE TYP. APT. PLUMBING
PLANS ON SHEET P2.1 FOR FIXTURES
AND PIPING SERVING INDIVIDUAL APT.
TYPES.
NOTE:
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
WB-1
KS-1DW-1
KS-1 DW-1
WB-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
FD-1 FD-1
FD-1
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
WB-1
KS-1DW-1
KS-1 DW-1
WB-1
L-1
WC-1
T-
1
T-
1WC
-
1
L-1
FD-1 FD-1
FD-1
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
WB-1
KS-1 DW-1
KS-1DW-1
WB-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
FD-1FD-1
FD-1
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
KS-1 DW-1
KS-1DW-1
WB-1
L-1
WC-1
T-
1
T-
1 WC
-
1
L-1
FD-1FD-1
FD-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1WH-1
ENTIRE BUILDING TO BE FIRE SPRINKLED
AS PER NFPA-13 CODE REQUIREMENTS.
NOTE:
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
12
1
2
12
21
2
1
2
12
21
1 2
1
2
1 2
2 1
1 2
1
2
2 1
4" VENT STACK UP. SEE SHEET P1.3 FOR CONTINUATION OF
PIPING.
4" WASTE STACK UP TO SERVE LEVEL 3 ABOVE.
2" VENT STACK UP. SEE SHEET P1.3 FOR CONTINUATION OF
PIPING.
2" WASTE STACK UP TO SERVE LEVEL 3 ABOVE.
TEE OFF OF 1" CW MAIN WITH 3/4" CW MAIN TO SERVE APT. ON
THIS LEVEL COMPLETE WITH 3/4" SHUT-OFF VALVE AT CEILING.
CONTINUE UP WITH 3/4" CW LINE IN WALL TO SERVE LEVEL 3 APT.
ABOVE. SEE SHEET P1.3 FOR CONTINUATION OF 3/4" CW MAIN
ABOVE.
TEE OFF OF 1-1/4" CW MAIN WITH 1" CW MAIN TO SERVE APT. ON
THIS LEVEL COMPLETE WITH 1" SHUT-OFF VALVE AT CEILING.
CONTINUE UP WITH 1" CW LINE IN WALL TO SERVE LEVEL 3 APT.
ABOVE. SEE SHEET P1.3 FOR CONTINUATION OF 1" CW MAIN
ABOVE.
(1) 3/4" GAS LINE TO SERVE FURNACE ON THIS LEVEL AND RISE
(1) 3/4" GAS LINES UP IN WALL TO SERVE FURNACES ON LEVEL 3
ABOVE.
1
2
3
4
1
5
6
6
6
5
5
5
6
6 6
6
5
5
5
7 7
7
7
7 7
77
7
7
77
7
WB-1
WH-1
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
FA
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
RE
X
B
U
R
G
,
I
D
A
H
O
P1.3
LE
V
E
L
3
P
L
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
PLAN NOTES:
3RD FLOOR PLAN - PLUMBING
NorthSCALE: 1/8" = 1'-0"
1
F
2
F
2
F
1
F
1
F
1
F
1
F
1
F
1
F
2
F
2
F
1
F
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
WB-1
KS-1DW-1
KS-1 DW-1
WB-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
FD-1 FD-1
FD-1
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
WB-1
KS-1DW-1
KS-1 DW-1
WB-1
L-1
WC-1
T-
1
T-
1WC
-
1
L-1
FD-1 FD-1
FD-1
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
KS-1 DW-1
KS-1DW-1
WB-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
FD-1FD-1
FD-1
WB-1
KS-1
DW-1
L-1
WC-1
T-
1
T-
1
WC
-
1
L-1
WB-1
KS-1 DW-1
KS-1DW-1
WB-1
L-1
WC-1
T-
1
T-
1 WC
-
1
L-1
FD-1FD-1
FD-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1
WH-1WH-1
SEE LARGE SCALE TYP. APT. PLUMBING
PLANS ON SHEET P2.1 FOR FIXTURES
AND PIPING SERVING INDIVIDUAL APT.
TYPES.
NOTE:
ENTIRE BUILDING TO BE FIRE SPRINKLED
AS PER NFPA-13 CODE REQUIREMENTS.
NOTE:
4" VENT STACK UP FROM BELOW. SEE SHEET P1.2 FOR
CONTINUATION OF PIPING.
2" VENT STACK UP FROM BELOW. SEE SHEET P1.2 FOR
CONTINUATION OF PIPING.
3/4" CW MAIN SERVE APT. ON THIS LEVEL COMPLETE WITH 3/4"
SHUT-OFF VALVE AT CEILING.
1 CW MAIN TO SERVE APT. ON THIS LEVEL COMPLETE WITH 1"
SHUT-OFF VALVE AT CEILING.
3/4" GAS LINE TO SERVE FURNACE ON THIS LEVEL.
1
2
2 2
2 2
2 2
2 2
2
2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
4" VTR
4" VTR
2"
2"
2"
4"4"
2"
2"
4"
4"
4"
4"
2"
2"
2"
4"
4" VTR
4" VTR
2"
2"
2"
4"4"
2"
2"
4"
4"
4"
4"
2"
2"
2"
4"
4" VTR
4" VTR
2"
2"
2"
4"4"
2"
2"
4"
4"
4"
4"
2"
2"
2"
4"
4" VTR
4" VTR
2"
2"
2"
4"4"
2"
2"
4"
4"
4"
4"
2"
2"
2"
4"
1 1
3
4
4
4
3
3
3
4
4 4
4
3
3
3
5 5
5
5
5 5
55
5
5
55
5
WB-1
WH-1
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
FA
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
RE
X
B
U
R
G
,
I
D
A
H
O
P2.1
LA
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
P
L
U
M
B
I
N
G
P
L
A
N
S
PLAN NOTES:
1
F
2
F
1
F
TYPICAL APT. PLUMBING FLOOR PLANS
NorthSCALE: 1/4" = 1'-0"
WB-1
KS-1
DW-1
L-
1
WH-1
T-1
FD-1
WC-1
2" V.2" V.
2" V.
2" ISLAND SINK VENT
1 4" WASTE STACK SERVING ALL LEVELS OF APTS.
4" VENT STACK UP SERVING ALL (4) LEVELS OF APTS. TO 4" VENT
THRU ROOF.
2" WASTE STACK SERVING ALL LEVELS OF APTS.
2" VENT STACK UP SERVING ALL (4) LEVELS OF APTS.
RUN 3/4" CONDENSATE DRAIN LINE FROM FURNACE UNIT TO
FLOOR DRAIN LOCATED IN MECH. ROOM. TERMINATE WITH
DOWNTURNED 90° ELBOW AND AIR GAP.
INSTALL BALL TYPE SHUT-OFF VALVE ON 3/4" CW MAIN SERVING
APT. BELOW CEILING OF CLOSET. SEE DETAIL ON SHEET P3.0
INSTALL BALL TYPE SHUT-OFF VALVE ON 1" CW MAIN SERVING
APT. BELOW CEILING OF CLOSET. SEE DETAIL ON SHEET P3.0
COLD WATER MAIN UP IN WALL TO SERVE ALL LEVELS OF APTS.
REFER TO PLUMBING FLOOR PLAN SHEETS FOR SIZES.
MOUNT WATER HEATER ON ANGLE IRON STAND ON WALL ABOVE
WASHER. SEE DETAIL ON SHEET P3.0
DROP 3/4" GAS LINE DOWN IN WALL OF MECH. CLOSET AND
CONNECT TO GAS FIRED FURNACE COMPLETE WITH SHUT-OFF
VALVE, DIRT LEG AND FLEXIBLE CONNECTION. SEE DETAIL ON
SHEET P3.0
INSULATE COLD AND HOT WATER PIPING SERVING KITCHEN SINK
LOCATED UNDERSLAB ON LEVEL 1. SEE DETAIL ON SHEET P3.0
2
3
4
5
6
7
8
4 3
1/2"
1/2"
2"2"
3"
1/2"
3/4"
2"
1/2"
1/2"
1/2"
2"
1/2" UNDERFLOOR
1/2" UNDERFLOOR
DROP IN WALL
1
2
5
2"
6
9
9
8
3/4"
3/4"
FD-1
2" V.
43
5
2"
FD-12"
V
.
4
3
5
2"
DW-1 KS-1
KS-1 DW-12" ISLAND SINK VENT
2" ISLAND SINK VENT WB-1
WB-1
T-1
T-1
T-1
WC-1
WC-1
L-
1
1 2
2" V.2" V.
6
8
3/4"
1/2"1/2"
3/4"
1/2"
1/2"
2"
3"2"
2"
2"
2"
2"
1/2" UNDERFLOOR1/2" UNDERFLOOR
2"
2"
2"
1/2"
9WH-1
L-1
WC-1
1
2
2" V.
2"
1/2"
3/4"
1/2"
2"
2"
2" V.
2"
3"
1-1/2"
3/4"2"
2"
3/4"3/4"
7
8
3/4"
2"
2"
1/2"1/
2
"
1/
2
"
1-1/2"2"
21
2"
2"
3"
2"
2"
1/2" UNDERFLOOR1/2" UNDERFLOOR
2"
1/2"
DROP IN WALL
DROP IN WALLDROP IN WALL 1"
10
10
10
10
MASTER BEDROOM
KITCHEN
LIVING ROOMBATHROOM
W.I.C.
MASTER BEDROOM
W.I.C.
BATHROOM
BATHROOM
LIVING ROOM
KITCHEN
LIVING ROOM
KITCHEN
MASTER BEDROOM
W.I.C.BATHROOM
LAUNDRY
9
WH-1
11
11
11
11
11
11 11
2"
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
FA
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
RE
X
B
U
R
G
,
I
D
A
H
O
P3.0
PL
U
M
B
I
N
G
D
E
T
A
I
L
S
&
S
C
H
E
D
U
L
E
S
WASHER BOX PIPING DETAIL
NO SCALE
42
"
T
O
2" WASTE LINE
2" VENT LINE UP
1/2" HOT WATER LINE
1/2" COLD WATER LINE
STUD WALL
AT 16" O.C.
2x4 WOOD HEADER
ABOVE UTILITY BOX
FINISHED FLOOR
DROP 2" WASTE LINE DOWN
BELOW FLOOR
SHUT-OFF VALVES
2" P-TRAP
FL
O
O
R
CLEAN OUT DETAILS
NO SCALE
CLEANOUT TO GRADE (COTG)
WASTE LINE
FINISH GRADE
1'-0"
WALL CLEANOUT (WCO)
1/8 C.I. BEND
FLOOR LINE
WALL
BRASS CLEANOUT PLUG WITH
COUNTER SUNK HEAD
16" SQUARE CONC PAD
TROWEL SMOOTH
1/8 BEND IF CLEANOUT
OCCURS AT END OF LINE.
CAST IRON WASTE LINE.
LENGTH TO SUIT.
CHROME WALL
COVER AND
SCREW
MAY EXTEND AS A
WASTE OR VENT
PLUGGED TEE
WITH CLEANOUT
BALANCE OF PIPING SAME AS
CLEANOUT TO GRADE.
1/8 CAST
IRON BEND
1-1/2"LAVATORY
WATER CLOSET
FLOOR DRAIN
L-1
FD-1
WC-1
1-1/2"
2"
1-1/2"
2"2"-
1/2"
-
1/2"
2"INT.3"1/2"-
WITH DEEP SEAL P-TRAP
COUNTERTOP MOUNT
ELONGATED BOWL FLUSH TANK
WATER HEATERWH-1 ---3/4"3/4"
-DISHWASHERDW-1 -3/4"-1/2"UNDER COUNTER - CONNECT TO ADJACENT SINK
1-1/2"TUB / SHOWERT-1 1-1/2"1-1/2"1/2"1/2"
2"KITCHEN SINKKS-1 2"2"1/2"1/2"S.S. COUNTERTOP DOUBLE COMPARTMENT
FIBERGLASS SURROUND RIGHT OR LEFT HAND AS PER FLOOR PLAN
WASHER BOXWB-1 2"2"2"1/2"1/2"POLY WASHER BOX WITH 1/2" HW AND CW STOP VALVES
2" STANDPIPE WITH P-TRAP
ELECTRIC 40 GALLON LOW BOY WATER HEATER, T&P VALVE. 240/60/1
WITH NON-SIMULTANEOUS 4500 WATT UPPER & LOWER ELEMENTS
6"
V
E
R
T
I
C
A
L
18" MAX.
DRIP LEG SAME
SIZE AS DROP
GAS LINE CONNECTION DETAIL
NO SCALE
GROUND JOINT
MANUAL MAIN
SHUT-OFF VALVE
CASING
EQUIPMENT
FLEXIBLE GAS
CONNECTOR.
UNION
3/4"
MAIN. SEE
DROP FROM
PLAN FOR SIZE
ISLAND SINK VENTING DETAIL
WCO
NO SCALE
1-1/2"2"
2"
TYPICAL SINK 2"
2" VENT PIPE
2"
FOOT VENT2"
NEAREST
PARTITION
NO SCALE
WATER HEATER PIPING DIAGRAM
UNION (TYP)
BALL VALVE (TYP)
WATER HEATER
HEAT TRAP FITTING
COLD WATER LINE
HOT WATER LINE
PIPE FULL SIZE TO
FLOOR DRAIN
ASME T&P RELIEF
VALVE
SEISMIC BRACING
STRAPS ANCHORED TO
WALL
DRAIN VALVE WITH THREADED
HOSE CONNECT.
COLD WATER
INLET
WH-1
ANGLE IRON
WALL STAND
FLOOR SINKFS-1 2"4"4"--FLOOR SINK WITH 3/4 GRATE & DEEP SEAL P-TRAP
TRAPSYM.DESCRIPTION
PLUMBING FIXTURE SCHEDULE
PIPE SIZE
VENTWASTE C.W.H.W.REMARKS
NO SCALE
REDUCING STATION DETAIL
(TYPICAL)
BALL VALVE
2" TO FIXTURES
DIRT LEG
UNION
TYPICAL
3/4" DRAIN VALVE
5'-0"
CONTRACTOR
BY PLUMBING
CONTRACTOR
BY SITE UTILITIES
CAP
GRADE
EXT WALL
36"
COMBINATION PRESSURE REDUCING
VALVE AND STRAINER. SET DISCHARGE
AT 50 PSIG TRERICE 3-1/2" NO.
800, RANGE 0-TO-100
PSI RISE TO
CEILING
SPACE
1'-0" MINIMUM
CLEARANCE
DOUBLE CHECK VALVE
DRAIN
VALVE
1-1/4" CW LINE OUT FOR
SPRINKLER SYSTEM
2" WATER SUPPLY TO
BUILDING
2" WATER METER AS REQ'D BY THE
CITY OF REXBURG
REMOTE READOUT
DEVICE FOR METER
DOUBLE CHECK VALVE BACKFLOW
PREVENTER WITH BALL VALVES AND
STRAINER
NO SCALE
VERTICAL FIRE RISER DETAIL
NOTE:
WE
T
R
I
S
E
R
4" WATER SUPPLY FROM CITY WATER MAIN. USE CLASS 53 DUCTILE IRON
WHEN CROSSING UNDER BLDG FOUNDATION.
USE FLEXIBLE GROOVED PIPE COUPLING ONLY IF SEISMIC BRACING IS
REQUIRED. SEE NOTE #12.
GROOVED BUTTERFLY VALVE WITH INTEGRAL SUPERVISORY SWITCH.
DOUBLE CHECK BACKFLOW PREVENTER WITH RELATED TRIM AND GAUGES.
3-1/2" DIAMETER WATER GAUGE WITH 1 4" TEST AND ISOLATION VALVE.
VANE TYPE WATER FLOW SWITCH.
SUPPLY TO WET PIPE FIRE SPRINKLER SYSTEM.
SWING CHECK VALVE.
RISER MANIFOLD - INCLUDES PRESURE GAUGE, FLOW SWITCH, PRESSURE
RELIEF VALVE, AND TEST AND MAIN DRAIN DEVICE.
INSPECTOR'S TEST & MAIN DRAIN DEVICE - PIPE TO OUTSIDE.
PRESSURE RELIEF VALVE SHALL BE REQUIRED SET AT 175 PSI.- PIPED TO
DISCHARGE OUTSIDE.
SEISMIC BRACING REQUIRED IN SEISMIC DESIGN CATEGORY C, D, E, F.
1/2" AUTOMATIC BALL DRIP VALVE.
PIPE TO DRAIN OUTSIDE.
WEATHERPROOF ELECTRIC BELL OR HORN AND STROBE (OUTSIDE).
OUT TO FIRE DEPARTMENT CONNECTION WITH GALVANIZED SCH 40 PIPING-
PROVIDE BALL DRIP WHEN TRAPPING PIPE. SIZE CONNECTION AS REQUIRED.
NOTE: PIPE FDC TO REMOTE LOCATION ON STAKE BUILDINGS AND WHEN
REQUIRED BY FIRE MARSHAL.
GALVANIZED FLANGE AND SPOOL PIECE
CLASS 53 D.I. FLANGED SPIGOT
3/4" A.T.R.
3/4" BENT EYE BOLT
MECHANICAL JOINT 90° ELL
CONCRETE THRUST BLOCK WITH 5 SQ. FEET BEARING AREA
UNDISTURBED EARTH
LOW TEMPERATURE SENSOR - MOUNTED ON WALL - THIS SWITCH IS
PROVIDED UNDER DIVISION 28 OF THE SPECIFICATIONS.
SPARE HEAD CABINET WITH SPARE SPRINKLER HEADS AND WRENCHES.
LAMINATED SYSTEM MAP WITH SYSTEM START-UP AND SHUT-DOWN
INSTRUCTIONS.
PROVIDE SLEEVES WHERE PIPING PENETRATES BUILDING AT FLOOR AND
WALLS. SEAL AROUND PENETRATION WITH FLEXIBLE MASTIC AT FLOOR.
PROVIDE 2" ANNULAR SPACE AROUND AND RESTRAIN FLANGE SPIGOT.
5'
-
6
"
M
I
N
.
0'
-
6
"
1'
-
0
"
FLOOR SLEEVE
FS
TS
LT
IT
26
25
24
23
22
21
20
21
22
23
1
20
19
19
18
17
16
15
14
18
17
2
3
4
5
13
14
16
13
12
11
10
9
8
7
6
25
5
9
6
3
5
8
24
10
11
5
4
3
2
1
7
2
12
15
26
WATER PRESSURE
TAKEN NOT TO DEFORM OR OTHERWISE DAMAGE PIPING OR INSULATION.
TAMPED, RODDED OR LIGHTLY COMPACTED DURING INSTALLATION. CARE SHOULD BE
SAND FILL AROUND PIPING SHALL BE A MINIMUM OF 4" THICK. MATERIAL SHALL BE HAND
MINIMUM PIPE SIZE UNDERFLOOR SHALL BE 3/4"
PIPE INSULATION. TAPE INSULATION AT ALL SEAMS.
WATER PIPE INSULATION ON UNDERFLOOR PIPING SHALL BE ARMAFLEX 3/4" THICK RUBBER
ALL WATER PIPING INSTALLED UNDERFLOOR SHALL BE TYPE "K" COPPER OR PEX
UNDER SLAB PIPE INSTALLATION DETAIL
3
NO SCALE
4 -
SECTION 'A'
NOTES:
2
-
-
1 -
COMPACTED EARTH
CONCRETE
4"
4"
1" MIN.
INSULATION SAND
WATER PIPING
A
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
FA
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
RE
X
B
U
R
G
,
I
D
A
H
O
1
F
M1.1
LE
V
E
L
1
M
E
C
H
A
N
I
C
A
L
F
L
O
O
R
P
L
A
N
PLAN NOTES:
ELECTRONIC THERMOSTAT
EQUIPMENT SYMBOLFC
1
T
INSULATED FLEXIBLE DUCT
RECTANGULAR SUPPLY AND
RETURN AIR DUCT TAKE-OFF
TURNING VANES
DUCT TRANSITION
MECHANICAL LEGEND
DESCRIPTIONSYMBOL
CEILING SUPPLY REGISTER
EXHAUST FAN
CEILING MOUNTED
ELECTRIC WALL HEATER
CEILING RETURN AIR GRILLE
FURNACE WITH EXT. GRILLES
SELF CONTAINED GAS FIRED
FIRST FLOOR PLAN - MECH.
NorthSCALE: 1/8" = 1'-0"
2
F
2
F
1
F
1
F
1
F
1
F
1
F
1
F
2
F
2
F
1
F
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EH
SEE LARGE SCALE TYP. APT. MECH.
PLANS ON SHEET M2.1 FOR DUCTWORK &
EQUIPMENT SERVING INDIVIDUAL APT.
TYPES.
NOTE:
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
FA
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
RE
X
B
U
R
G
,
I
D
A
H
O
1
F
M1.2
LE
V
E
L
2
M
E
C
H
A
N
I
C
A
L
F
L
O
O
R
P
L
A
N
PLAN NOTES:
2ND FLOOR PLAN - MECH.
NorthSCALE: 1/8" = 1'-0"
2
F
2
F
1
F
1
F
1
F
1
F
1
F
1
F
2
F
2
F
1
F
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
SEE LARGE SCALE TYP. APT. MECH.
PLANS ON SHEET M2.1 FOR DUCTWORK &
EQUIPMENT SERVING INDIVIDUAL APT.
TYPES.
NOTE:
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
FA
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
RE
X
B
U
R
G
,
I
D
A
H
O
1
F
M1.3
LE
V
E
L
3
M
E
C
H
A
N
I
C
A
L
F
L
O
O
R
P
L
A
N
PLAN NOTES:
3RD FLOOR PLAN - MECH.
NorthSCALE: 1/8" = 1'-0"
2
F
2
F
1
F
1
F
1
F
1
F
1
F
1
F
2
F
2
F
1
F
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
SEE LARGE SCALE TYP. APT. MECH.
PLANS ON SHEET M2.1 FOR DUCTWORK &
EQUIPMENT SERVING INDIVIDUAL APT.
TYPES.
NOTE:
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
FA
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
RE
X
B
U
R
G
,
I
D
A
H
O
M2.1
LA
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
M
E
C
H
.
P
L
A
N
S
PLAN NOTES:
1
F
2
F
1
F
1
EF
1
EF
1
EF
1
EF
TYPICAL APT. MECH. FLOOR PLANS
NorthSCALE: 1/4" = 1'-0"
R-2
TG-1
(2)
TG-1
(2)
R-3
TG-1
(2)
TG-1
(2)
TYP. WALL CAP
TYP. WALL CAP
TYP. WALL CAP
MOUNT PROGRAMMABLE THERMOSTAT ON WALL AND RUN 5
CONDUCTOR THERMOSTAT WIRE TO FURNACE.
PROVIDE AND INSTALL DRYER WALL BOX IN WALL. DRYER BOX TO
BE COMPLETE WITH 4"Ø DUCT UP IN WALL THRU CLG. FURR-DOWN
TO WALL CAP. REFER TO DETAIL ON SHEET M3.0 FOR TYPICAL
DRYER BOX INSTALLATION.
INSTALL SELF-CONTAINED HVAC UNIT AS SPECIFIED IN FURNACE
ROOM. MAINTAIN AS MUCH CLEARANCE IN FRONT OF UNIT AS
POSSIBLE. REFER TO PLUMBING DRAWINGS FOR CONNECTION TO
GAS PIPING & CONDENSATE DRAIN PIPED TO FLOOR DRAIN.
PROVIDE EXTENSION ON COMBUSTION DISCHARGE AS REQUIRED
TO MOUNT AT UPPER PORTION OF LOUVER. MOUNT FURNACE ON
PLATFORM AS PER MFG. RECOMMENDATIONS.
ARCHITECTURAL LOUVER FURNISHED WITH SELF-CONTAINED
HVAC UNITS. PROVIDE SLEEVE THRU WALL AS REQUIRED FOR
GRILLES. COORDINATE GRILLE LOCATION WITH UNIT AND PIPING.
SEAL ALL AROUND GRILLES. EXTEND COMBUSTION DISCHARGE
TO UPPER SECTION OF GRILLE. MOUNT UPPER GRILLE SECTION
WITH BLADE POINTING UPWARD AND LOWER GRILLE SECTION
WITH BLADES POINTING DOWNWARD AS RECOMMENDED BY
MANUFACTURER.
INSTALL RETURN AIR GRILLE IN CEILING FURR-DOWN AND LEAVE
GRILLE OPEN TO RETURN AIR PLENUM.
LEAVE RETURN AIR DUCT OPEN TO FURNACE CLOSET TO PROVIDE
RETURN AIR FROM RETURN AIR GRILLE LOCATED IN CEILING
FURR-DOWN PLENUM.
PROVIDE 10x10 SLEEVE THRU WALL INTO CEILING FURR-DOWN TO
PROVIDE RETURN AIR INTO MECH. ROOM.
1
2
3
4
5
6
7
T
1F-1
T
F-2
1
TF-1
1
2
2
4"Ø DRYER VENT IN DROP CLG.
(EST. EQUIVALENT LENGTH 20'-0")
4"Ø DRYER VENT IN FURR-DOWN
(EST. EQUIVALENT LENGTH 35'-0")
4"Ø DRYER VENT IN FURR-DOWN
(EST. EQUIVALENT LENGTH 35'-0")
33
3
4
4
4
5
5
66
6
77
2
4"Ø EXHAUST IN FURR-DOWN
4"Ø EXHAUST IN FURR-DOWN
4"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
4"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
12x10 SA IN FURR-DOWN
S-1
175
TG-1
(2)
R-1
(ABOVE HEADER)
S-1
175
12x10 SA
6"
Ø
S
A
D-1
75
D-2
175
8"Ø SA
D-1
40 S-1
175
8"Ø SA
12
x
1
0
S
A
I
N
D
R
O
P
C
E
I
L
I
N
G
S-1
150
D-1
30
8"Ø SA
S-1
100
S-1
155
6"
Ø
S
A
6"
Ø
S
A
8"Ø SA
S-1
180
8"Ø SA
14
x
1
0
S
A
I
N
D
R
O
P
C
E
I
L
I
N
G
D-1
75
D-1
50
6"
Ø
S
A
6"Ø SA
6"Ø SA
D-2
155
8"Ø SA
8"Ø SA
S-1
165 S-1
175
MASTER BEDROOM
KITCHEN
LIVING ROOM
W.I.C.MASTER BEDROOM
W.I.C.
BATHROOM
BATHROOM
LIVING ROOM
LIVING ROOM
KITCHEN
MASTER BEDROOM
W.I.C.
BATHROOM
KITCHEN
Engineered
Systems
Associates
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
FA
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
870
SEPT. 2022
SR
DLH
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
RE
X
B
U
R
G
,
I
D
A
H
O
M3.0
ME
C
H
A
N
I
C
A
L
D
E
T
A
I
L
S
&
S
C
H
E
D
U
L
E
S
WALL CAP
CEILING GRILLE
CEILING
EXHAUST FAN
(SEE PLAN FOR SIZE)
EXHAUST DUCT
DAMPER
BACK-DRAFT
CABINET
INSULATED
FAN ASSEMBLY
NO SCALE
CEILING MOUNTED EXHAUST FAN DETAIL
NO SCALE
DRYER VENT DETAIL
A
FLOOR
CEILING
4" HOSE CLAMP DRYER
4" FLEXIBLE
DRYER VENT HOSE
DRYER VENT HOSE
A
PLAN VIEW
4" FLEXIBLE
DUCT UP IN WALL
4" HOSE CLAMP
4"Ø
RISE 4"Ø DUCT
UP IN WALL
NOTE:
1-
2-
NO PROJECTIONS SUCH AS SCREWS OF
SHEET METAL CORNERS IN DUCTWORK OR AT
ELBOWS ARE ALLOWED.
MAXIMUM DUCT LENGTH IS 25'-0" INCLUDING
5'-0" REDUCTION FOR EACH 90Ø ELBOW.
PROVIDE 4"Ø HOSE
CONNECTION AT 4" AFF.
EXTEND THRU WALL 2"
MINIMUM FOR DRYER
CONNECITON.
PROVIDE MODEL DB425 "DRYERBOX" IN WALL
WITH 4"Ø DUCT THRU ROOF. CONNECT 4"Ø
FLEXIBLE DRYER VENT TO EXHAUST DUCT4" HOSE CLAMP
OUTSIDE WALL
BACK-DRAFT
DAMPER
WALL EXHAUST CAP
SEAL AROUND DRYER
VENT WITH WATER-PROOF
CAULKING ON BOTH SIDES
OF WALL.
S.P.E.
1
EF
SYM.TYPE C.F.M.
EXHAUST FAN SCHEDULE
CONTROLCHAR.H.P.R.P.M.REMARKS
CEILING MOUNTED 50 1/60.25 120/60/1 760
ELECTRIC HEATER SCHEDULE
EH
1
SYM.TYPE
SEMI-RECESSED WALL MTD
BTU KW CHAR CONTROL REMARKS
2,559 0.75 120/60/1 INTEGRAL QMARK MODEL GFR1500T2 RECESSED HEATER.
UPFLOW
AIR KING FRAK 130 WITH 4"Ø DUCT & BACKDRAFT DAMPER, CEILING
MOUNTED EXHAUST GRILLE AND WALL CAP.
SYM.TYPE REMARKS
FURNACE AND DX COOLING COIL SCHEDULE
CHAR.MCASPE
NATURAL GAS
INPUT OUTPUT L.A.T.E.A.T.GAS
TYPE LIQUID SUCTION C.D.NAT GAS INTAKE EXHAUST
PIPING SIZESDX COOLING COIL
B.T.U.E.A.T.L.A.T.C.F.M.MAX. P.D.SPEED @ ELEV.
1
F
MOCP
2
F UPFLOW
MAGIC PAK MODEL 24MGE4-12-181P WITH ARCHITECTURAL
LOUVER TO MATCH UNIT.600-650 0.5"HIGH 10.7 15.0 208/60/1 24,000 19,200 15,744 65°F 105°F NAT 18,000 75°F 55°F 0.25"NA NA 3/4"3/4"NA NA
MAGIC PAK MODEL 36MGE4-12-241P WITH ARCHITECTURAL
LOUVER TO MATCH UNIT.800 0.5"HIGH 13.2 20.0 208/60/1 36,000 28,800 23,616 65°F 105°F NAT 24,000 75°F 55°F 0.25"NA NA 3/4"3/4"NA NA
CONTINUOUS
24 HR.
THROWSYM.SIZE
GRILLE AND REGISTER SCHEDULE
CONSTR.CFM FINISH F.D.O.B.REMARKS
S-1
R-2
A
A PROVIDE TRANSITION BOOT BEHIND GRILLE AS REQUIRED TO CONNECT TO BRANCH DUCT.
12 x 8 100-250 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN SIDEWALL AS HIGH
AS POSSIBLE. PROVIDE TRANSITION BOOT.2 WAY
16 x 16 450-700 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT IN CEILING AS SHOWN ON PLANS
R-3
TG-1 12 x 6 100-200 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT ABOVE DOOR HEADER AS SHOWN ON
PLANS
D-1 6 x 6 50-90 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN CEILING IN
LOCATION SHOWN ON PLANS. PROVIDE TRANSITION BOOT.2 WAY
24 x 24 700-900 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT IN CEILING AS SHOWN ON PLANS
D-2 12 x 6 100-250 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN CEILING
FURR-DOWN IN LOCATION SHOWN ON PLANS. PROVIDE TRANSITION BOOT.2 WAY
R-1 24 x 10 450-700 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT ABOVE DOOR HEADER AS SHOWN ON
PLANS
ELECTRICAL SPECIFICATIONS
1. INTENT:
Provide and install complete and operable electrical systems
including but not not limited to; lighting, power, receptacles,
data, fire alarm ande etc.
Provide all required connections to all Mechanical and
Plumbing equipment, as indicated and required, including all
conduits, wiring and controls. Coordinate with mechanical
contractor and drawings.
2. COMPLIANCE WITH CODES:
All work and material shall comply with all applicable codes,
safety orders, laws, ordinances and regulations of governing
authorities and other agencies having jurisdiction including
regulations of the State and Local Fire Marshall, unless
detailed as specified to a more restrictive standard or higher
requirement.
3. INTERPRETATION OF DRAWINGS:
The electrical drawings are essentially diagrammatic in that
all provisions necessary to conform to structural,
architectural, mechanical and plumbing systems can not be
shown. All installations shall be adjusted as necessary to
conform and to avoid obstructions, without additional cost to
the owner.
All work, material and equipment called for by notes,
schedules or otherwise indicated on the drawings shall be
furnished and isntalled as though fully set forth in these
specifications.
4. VISITING THE SITE:
Contractor shall visit the site and become acquainted with
conditions to be encounterd. Extra funds will not be allowed
due to failuer to examine the site and to included existing
conditions in bid price.
5. COORDINATION WITH UTILITIES:
These plans have been prepared without utility company
comments. The contractor shall verify exact requirements for
the electrical, telephone and communication services with the
utility company representatives and provide all work and pay
all costs for a complete and operating systems, as directed by
the governing utilities.
6. MATERIALS AND WORKMANSHIP:
All workmanship shall be performed by skilled electricians
using the best standard practives of the trade. All materials
shall, unless otherwise noted, be new and in perfect
condition and working order. All material for similar uses shall
be of the same type, material and manufacturer for ease of
future maintaenance.
All equipment shall be readily accessible for maintenance and
repairs. All materials, fixtures and equipment shall be
covered or sealed upon installation so as to provide for safety
and to insure that operation and appearance will be
maintained after subsequent construction operations.
7. EXECUTION:
Raceway installation: Seperate underground conduits in a
common trench 4" minimum horizontally, 12" minimum from
other utility lines. Minimum conduit depth shall be 18".
Coordinate conduit installation with pipes, steel, footings and
ducts installed by other trades. Install conduit runs exposed to
view parallel or at right angles to structural members, walls or
building lines. Support conduit with one-hole malleable factory
made pipe straps, fastended with screws.
8. OPERATING AND ADJUSTING:
The owner reserves the right to operate any systems of
equipment prior to final comletion and acceptance of the work.
Such perliminary operation shall not be construed as an
acceptance of any work.
Each piece of equipment and all of the systems shall be
adjusted to insure proper functioning and shall be left in first
class operating condition.
9. CUTTING AND PATCHING:
Do all drilling and cutting as necessary for installation of
equipment or conduit. Cutting or drilling of structure is only
permitted with prior approval of the owner and structural
engineer.
Where cutting and patching of work is necessary, use the
same materials, workmanship and finish to neatly match all
surrounding work.
10. CONDUIT:
All conduit material and installation methods shall be as
allowed by the NEC, local AHJ and as directed by the
owner.
11. CONDUCTORS:
Type THWN or THHN copper wire insulated for 600V.
Smallest wire shall be #14 AWG unless noted otherwise.
All wiring shall be Copper unless indicated otherwise.
Type MC cable shall be permitted, provided it is installed in
concealed areas and installation complies with the Local AHJ
and NEC requirements.
Type NM cable is only permitted in locations allowed by the
Local AHJ and NEC.
Use "Ideal Yellow" pulling compound for all wire pulls.
Use Scotchlock connectors for all splices in #12 wire and
tape bolted pressure connectors for larger wire.
12. GROUNDING:
All conduit, branch circuits, feeders and etc. shall be
provided with a grounding conductor. All grounding
conductors shall be insulated and green in color, size as
shown.
13. WIRING DEVICES:
Devices shall be Standard type, Specification grade, color
as selected by owner. Decora style devices are prohibited.
Utilize GFCI and Tamper-proof devices in all locations as
defined by the NEC.
Wiring devices shall be as installed as allowed by the
NEC, local AHJ.
14. DEVICE PLATES:
Devices plate type and color shall be as directed by owner
and as required by the NEC.
15. LIGHTING FIXTURES:
As selected by owner and/or indicated in schedules. All light
fixtures shall be installed and connected by the Electrical
Contractor.
16. SERVICE EQUIPMENT & PANELBOARDS:
Service Equipment: Shall be rated as such and shall comply
with local utility co. requirments. .
Panelbards: Shall be provided with typed writtend directories
indicating loads being served.
Maintain all required clearances around equipment as
required by the NEC.
All equpment dimensions to be field verified.
17. CLEAN-UP:
Upon completion of the work, prior to final inspection,
thoroughly clean all exposed fixtures, trim and equipment
and leave the entire installation in a neat, clean and usable
condition. Remove all cement, paint, grease, oil and other
foreign substances.
18. TEST:
Test all conductors for shorts, opens, grounds or other
defects. Correct any defective work and re-test.
Demonstrate continuous satisfactory operation of all
electrical systems and equipment.
Provide training to the owner on electrical systems as
needed for owner operation and maintenance of building.
19. GUARANTEE:
Prior to final acceptacne of the project, deliver to the owner
a written one year guarantee on all workmanship, materials
and equipment and agree to repair or replace all such
defective items promptly that may occure during the
warranty period; including repair or replacement of the
premises that may be damaged due to faulty work and
materials furnished under contract.
CIRCUITING & GENERAL SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
KEYED NOTE REFERENCE1
BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED
A-1,3,5
3/4"C.-6#12,1#12G
QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR
QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S)
SIZE OF CONDUIT
A-1,3,5
3/4"C.-6#12,1#12G
PANEL AND CIRCUIT DESIGNATIONS
EQUIPMENT GROUNDING CONDUCTOR
TICK MARKS
NEUTRAL CONDUCTOR(S)
PHASE AND/OR SWITCH-LEG CONDUCTOR(S)
BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL
BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR
NEW EQUIPMENT, DEVICES, ETC.
EXISTING EQUIPMENT, DEVICES, ETC.
DEMOLITION EQUIPMENT, DEVICES, ETC.
DETAIL # / SHEET REFERENCE1 / ES101
*25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER)
FIRE ALARM SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
DETECTOR SUBSCRIPTS
P PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTOR
ID IN-DUCT SMOKE DETECTOR H HEAT DETECTOR
M MULTI-STATION SMOKE/CO DETECTOR, MONITORED BY FACP
(120V W/BATTERY BACKUP)
FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF)
F
FACP
NOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE
VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF)
REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF)
NAC
RA
MANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72)
MAGNETIC DOOR HOLD OPEN
ADDRESSABLE CONTROL/RELAY MODULE
MM
CM
ADDRESSABLE MONITORING MODULE
FIRE ALARM FLOW SWITCH
FIRE ALARM TAMPER SWITCH
FS
TS
WALL MOUNTED FIRE ALARM HORN ONLY
WALL MOUNTED FIRE ALARM STROBE ONLY
(CANDELA RATING AS INDICATED)
#
ADDRESSABLE DETECTOR WITH BASE
##
##CEILING MOUNTED FIRE ALARM STROBE ONLY
(CANDELA RATING AS INDICATED)
##
##
WALL MOUNTED FIRE ALARM HORN STROBE
(CANDELA RATING AS INDICATED)
CEILING MOUNTED FIRE ALARM HORN STROBE
(CANDELA RATING AS INDICATED)
EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC.
FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSD
A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT.
DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP.
B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96"
ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM
FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION
APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT.
C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS.
D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD
CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR.
E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM
SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS.
F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER.
G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY
ONE ADDRESSABLE DEVICE RUN.
H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE
SAFETY CODES.
I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS).
J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS
AND A MAXIMUM OF 100' SPACING.
K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN.
L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM
PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY.
M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA
REQUIREMENTS.
N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM
SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND
QUANTITIES.
GENERAL FIRE ALARM SYSTEM NOTES
LIGHTING SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON
DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION.
2X4 FLUORESCENT OR LED FIXTURE
2X2 FLUORESCENT OR LED FIXTURE
SURFACE MOUNTED FLUORESCENT OR LED FIXTURE
STRIP FLUORESCENT OR LED FIXTURE
WALL MOUNTED FLUORESCENT OR LED FIXTURE
EXTERIOR WALL MOUNTED FIXTURE
ROUND RECESSED FIXTURE
SURFACE OR PENDANT FIXTURE
LIGHT FIXTURE SUBSCRIPTS
NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT)
EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE)
DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING
CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS.
SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY
PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT
BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME
AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH.
CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH
SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION.
SWITCH MOUNTED OCCUPANCY SENSOR, LOW VOLTAGE SWITCHPOD OR DIMMER
SWITCH, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND
ADDITIONAL INFORMATION.
SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION)
SWITCH SUBSCRIPTS
3 3-WAY SWITCH
4 4-WAY SWITCH
D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES)
FT FAN TIMER, 10/20/30/60 MIN. ELECTRONIC
(INTERMATIC MODEL EI210 SERIES)
P PILOT LIGHTED SWITCH
F1 LIGHT FIXTURE TYPE DESIGNATION
S
###
WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK
CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS
THE EMERGENCY LIGHT.
LV LOW-VOLTAGE SWITCH (PER DWG'S)
T THERMAL-OVERLOAD SWITCH
M SWITCH SUPPLIED WITH EQUIPMENT,
INSTALLED BY E.C.
WP WEATHERPROOF
2P DOUBLE POLE, SINGLE THROW SWITCH
GENERAL LIGHTING NOTES:
A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO
LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING,
MOUNTING AND ETC.
B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE
FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT
FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".
C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE
AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND
DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V DIMMING CONTROLS BETWEEN SWITCH AND
FIXTURES.
D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF
THE LIGHTING CIRCUIT IN THE AREA.
###
F
M
POWER SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES
FOR ADDITIONAL INFORMATION)
'MSB'
'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION)
'LA'
ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES
FOR ADDITIONAL INFORMATION)
DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R
FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R
(30A FUSES)
COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED.
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X
J
JUNCTION BOX
CR = CORD REEL; SEE DRAWINGS FOR INFORMATION
CD = CORD DROP; SEE DRAWINGS FOR INFORMATION
EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT
PRIOR TO ROUGH-IN
MOTOR CONNECTION
POWER AND/OR DATA SERVICE POLE
FLOORBOX (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION)
PUSHBUTTON STATION
FB#
SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.)
(REFER TO PANEL SCHEDULES FOR AMPS)
CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH
CEILING EQUIPMENT PRIOR TO ROUGH-IN)
DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED
BELOW 5FT.
RECEPTACLE AND EQUIPMENT SUBSCRIPTS
AC ABOVE COUNTER
WP WEATHERPROOF (UL LISTED
WEATHER-RESISTANT)
42"MOUNTING HEIGHT AFF OR AFG
IG ISOLATED GROUND
S SURGE-PROTECTION TYPE
REF REFRIGERATOR
W WASHING MACHINE
D DRYER (30A-240V RATED RECPT.)
M MICROWAVE
HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND
CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND
NUMBER OF CONDUCTORS WITH M.C.
T SOR
30A/3P/3R
SIZE 1
(30A FUSES)
SMALL EXHAUST FAN CONNECTION
TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH.
DRAWINGS & ELEVATIONS
USB 120V RECPT. WITH USB CHARGING PORTS
DW/DISP DISHWASHER/DISPOSER, SPLIT-WIRE RECEPT. HALF TO
BE CONTROLLED BY SWITCH FOR DISPOSER.
(COORDINATE W/ MILLWORK AND INSTALL PER
NEC 422.16(B)(2)).
M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK)
R ELECTRIC RANGE (50A-240V RATED RECPT.)
GENERAL SPECIAL SYSTEM NOTES:
A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE
ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING
HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH
THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY
BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC.
B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL
RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS
OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC.
SPECIAL SYSTEMS SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X
TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_T-X
TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_T/_D-X
CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_D-X
A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG.
B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X
THE DIAMETER OF THE CONDUIT.
C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING
AT BOTH ENDS.
D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES
SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST
CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE.
E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING
DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH
PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS.
F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE
TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY.
GENERAL SPECIAL SYSTEM NOTES:
###_D-X
SPECIAL SYSTEMS NOTES:
1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE
CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES
INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION.
UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT
INSTALLED/SPECIFIED.
2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2"
3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST
ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED
THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED)
WALL/FLOOR ELECTRICAL PATHWAY SLEEVE;
INSTALL THROUGH WALL OR FLOOR AS INDICATED. SLEEVES SHALL BE ABOVE
ACCESSIBLE CEILINGS IN ACCESSIBLE LOCATION, FIELD VERIFY EXACT LOCATION TO
AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. IF WALL/FLOOR IS NOT FIRE RATED
E.C. MAY UTILIZED EMT CONDUIT SLEEVES OF EQUAL SIZE. REFER TO ARCHITECTURAL
DRAWINGS FOR FIRE RATINGS.
(qty) = QUANTITY OF SLEEVES AT LOCATION
EP2 = 2" HILTI SPEED SLEEVE CP-653-BA
EP4 = 4" HILTI SPEED SLEEVE CP-653-BA
###
FB#
_D-X
ELECTRICAL FLOORBOX
REFER TO "ELECTRICAL FLOORBOX SCHEDULE" FOR INFORMATION.
_= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)
TV AND/OR AV BOX; WITH POWER, DATA AND/OR AV CONNECTIVITY
### = BOX ID: REFER TO "ELECTRICAL AV/TV BOX SCHEDULE" FOR INFORMATION.
_= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTE #2 BELOW)
INSTALL CONDUIT (SIZE AS INDICATED) FROM BOX TO NEAREST ACCESSIBLE CEILING
SPACE W/ DATA CABLING/TERMINATIONS AS INDICATED ON DRAWINGS.
WALL
###
FLOOR
(qty)
(qty)
A. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL
EQUIPMENT AND ELECTRICAL CONNECTIONS.
B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL
PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL.
C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE.
ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.
D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING
TYPES, ETC.
E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT.
F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN.
G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS
POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC.
H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED
FEES.
J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS.
K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS
SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT
ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO
BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.
L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE
WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.
M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE
EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY
PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS.
N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE:
1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA
CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND
CABLING SUB. REFER TO SECTION 26 6210(1.4)(E) FOR ADDITIONAL INFORMATION.
PROJECT GENERAL NOTES:
ROCKY MOUNTAIN POWER CO.
WWW.ROCKYMOUNTAINPOWER.NET
CONTACT: DAN KUHL (503) 308-0233
dan.kuhl@evergreen-efficiency.com
UTILITY LIGHTING REBATES & INCENTIVES:
IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED
APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF
REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT
VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS.
VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION:
TYPICAL DEVICE MOUNTING HEIGHTS:
GENERAL COORDINATION NOTE:
GENERAL DETAIL NOTES:
FINISH FLOOR
1' - 6''
THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO
LIGHT SW.
(OR AS NOTED)
* 4' - 0''
* 3' - 6''
(OR AS NOTED)
RECEPTACLE
@ MILLWORK
BACKSPLASH
CA
B
.
D
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6"
CABINET
*E.C. SHALL COORDINATE ALL DEVICE
MOUNTING HGTS. AND EXACT LOCATION
WITH ARCHITECTURAL INTERIOR
ELEVATIONS REPORT CONFLICTS TO
ARCHITECT **PRIOR TO ROUGH-IN**
ROUGH-IN.
TYPICAL FOR ALL DEVICES
MOUNTED ABOVE COUNTER
(ie C.O.'S, DATA, PHONE etc.)
A.
B.
C.
D.
ALL MOUNTING HEIGHTS TYPICAL UNLESS
NOTED OTHERWISE.
COORDINATE OUTLET HEIGHTS WITH
ARCHITECTS MILLWORK DWGS. TO INSURE
THAT OUTLETS WILL NOT FALL BEHIND
CABINETS, BACKSPLASHES, OR INTERFERE
WITH WAINSCOTING, ETC.
ALL SWITCHES AND THERMOSTATS TO BE
MOUNTED AS CLOSE TO DOOR JAMS AS
POSSIBLE. COORDINATE ALL DEVICES WITH
ARCHITECTURAL PLANS AND DETAILS.
COORDINATE LIGHT SWITCH & OUTLET
HEIGHTS WITH ARCHITECTURAL
WAINSCOTING AND OR TILE WORK SO AS
NOT TO FALL MIDWAY IN THESE FINISHES.
FIRE
6' - 8''
FIRE ALARM NOTIFICATION
DEVICE
FIRE
MANUAL PULL STATION
HANDLE SHALL BE
BETWEEN 42" & 48" AFF CABINET
RECEPT.
TELE/DATA
OUTLET
TV
OUTLET
ELECTRICAL EQUIP. CLEARANCE
ELECTRICALEQUIPMENT
NO
T
E
#
1
N O T E #4
NOTE#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 WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS
GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES.
3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE
THE FINISHED FLOOR.
4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE 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 OF THE EQUIPMENT.
13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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P.E. #:2290
9/16/22
9/15/2022 4:06:38 PM
E0.0
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870
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JULY, 2022
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FS
TS
'METER-PACK
MP-1A'
'H'
'1BC'
'1B'
'2B'
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
'1BC'
'1BC''1BC'
'1B'
'1B''1B'
'2B''2B'
'2B'
'METER-PACK
MP-1B'
WP
WP
WP WP
(TYP)FE2(TYP)FE2
11
'TTB'
2
'FACP'3
4
H-9
FX1
FX1
FX1
FX1
FX1
FX1
FIRE RISER
(FIRST
FLOOR
ONLY)
F5 F5
EH-1
120 V/1P750 W
H-11
6"
3/4" C., 1#6 B.C. GRND.
CONNECT TO BLDG. GROUND
SYSTEM
FINISH FLOOR
TYPICAL CONDUIT/CABLING
TO UNIT MEDIA CENTERS
REFER TO TYP. UNIT PLANS
4'X8'X3/4" PLYWOOD
PRIME & PAINT W/TWO
COATS GREY ENAMEL
(INSTALL ON WALLS AS
INDICATED ON PLANS)
ANCHOR SECURELY TO
WALL W/ CONST.
ADHESIVE.
DOUBLE-DUPLEX
OUTLET(S) PER PLANS
120V CIRCUIT
PER PLANS
PULL CORD
INCOMING UTILITY
SERVICECONDUIT(S)
WITH INSULATED BUSHING.
SEE SITE PLAN FOR SIZE & QTY
GROUND BAR
(SQ. D #PK27GTA)
TELEPHONE, DATA,
TV EQUIPMENT (TYP)
FS
D
RA
TSH
CONTROL PANEL
FIRE ALARM
(FACP)
120V CRKT
DOOR HOLDER
CIRCUIT
REMOTE ANNUNCIATOR
CIRCUIT
NOTIFICATION
APPLIANCE
CIRCUIT(S)
F
FIRE ALARM SYSTEM NOTES:
• CONTRACTOR SHALL PROVIDE MONITORING OF
FIRE ALARM SYSTEM, INITIATE WITH OWNER IN
REGARDS TO SYSTEM MONITORING.
• FIRE ALARM SYSTEM CONDUIT ROUTING SHALL
BE DETERMINED BY THE ELECTRICAL
CONTRACTOR AND FIRE ALARM CONTRACTOR
TO MEET THE SPECIFIED DESIGN CRITERIA.
• NOTIFICATION EXTENDER PANEL'S (NAC) SHALL
BE PROVIDED AS NEEDED FOR THE CIRCUITING
OF THE NOTIFICATION DEVICES AS INDICATED
ON DRAWINGS.
• ALL THE FIRE ALARM SYSTEM CABLING SHALL
BE RUN IN CONDUIT.
• CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
AND REQUIRED CALCULATIONS TO THE
AUTHORITY HAVING JURISDICTION AND OBTAIN
A WRITTEN LETTER OF ACCEPTANCE OF THE
PROPOSED SYSTEM. INCLUDE LETTER WITH
SHOP DRAWING SUBMITTAL TO ENGINEER.
• E.C. SHALL PROVIDE AND INSTALL CELLULAR
ALARM COMMUNICATOR FOR FIRE ALARM
SYSTEM MONITORING, TELGUARD TG-7FS LTE
OR EQUAL. SYSTEM SHALL BE UL LISTED AND
COMPLIANT WITH NFPA 72 REQUIREMENTS.
PROVIDE
NAC PANELS
AS REQUIRED
UL 864
CELLULAR
ALARM
COMM.
FPS1 EOL
FPS4 EOL
SLC
LOOP P D
MMCM
HVAC
SHUTDOWN
TO ADDITIONAL
ADDRESSABLE
DEVICES
ADDRESSABLE
A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
1 NEW UNDERGROUND SECONDARY; SEE POWER RISER FOR
ADDITIONAL INFORMATION.
2 (1) 4" CONDUIT FOR TELECOMMUNICATIONS SERVICE TO
BUILDING AND (1) 2" CONDUIT FOR CABLE TV SERVICE TO
BUILDING. STUB CONDUITS TO LOCATIONS AS SPECIFIED BY
LOCAL TELEPHONE AND CABLE TV PROVIDERS, PROVIDE
WITH PULL-STRING. COORDINATE WITH LOCAL UTILITIES AS
INDICATED IN GENERAL NOTES
3 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES;
VERIFY EXACT NUMBER OF SWITCHES WITH FIRE
SPRINKLER CONTRACTOR.
4 INSTALL FIRE BELL AND HORN/STROBE ABOVE FIRE DEPT.
CONNECTION; FIELD LOCATION, COORDINATE LOCATION
WITH FIRE SPRINKLER CONTRACTOR PRIOR TO ROUGH-IN.
16'8'0"
13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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l
e
:
®
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P.E. #:2290
9/16/22
9/15/2022 4:06:39 PM
E1.1
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SCALE: 1/8" = 1'-0"1 1ST FLOOR OVERALL ELECTRICAL PLAN
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION MTG NOTES
F1 LARGE SURFACE DISK LIGHT SURFACE
F2 SMALL SURFACE DISK LIGHT SURFACE
F3 LED MONOPOINT PENDANT FIXTURE PENDANT
F4 VANITY LIGHT ABOVE MIRROR
F5 2FT LED STRIP, W/ INTEGRAL OCC.
SENSOR
SURFACE PROVIDE WITH INTEGRAL OCC. SENSOR
FE1 EXTERIOR LED WALL PACK WALL CONTROL WITH TIMECLOCK/PHOTOCELL
FE2 SURFACE MOUNT LED SURFACE
FX1 WALL MOUNTED EXTERIOR
EMERGENCY EGRESS LIGHT,
W/HEATER, 90 MIN. BATTERY PACK
WALL PROVIDE UNSWITCHED POWER TO FIXTURE
SCALE: NONEATELEPHONE TERMINAL BOARD (TTB)
SCALE: NONEBFIRE ALARM RISER DIAGRAM
'1BC'
'1B'
'2B'
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
'1BC'
'1BC''1BC'
'1B'
'1B''1B'
'2B''2B'
'2B'
WP WP
FE1 FE1
FE1 FE1
(TYP)FE2(TYP)FE2
FE1FE1
FE1
FE1
FE1
FE1
FE1FE1
FX1
FX1
FX1
FX1
FX1
FX1
A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
16'8'0"13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
11
5
2
B
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N
D
A
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E
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-
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u
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e
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,
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2
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2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
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&
A
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S
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,
P
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P.E. #:2290
9/16/22
9/15/2022 4:06:41 PM
E1.2
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JULY, 2022
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16
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
SCALE: 1/8" = 1'-0"1 2ND FLOOR OVERALL ELECTRICAL PLAN
'1BC'
'1B'
'2B'
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
'1BC'
'1BC''1BC'
'1B'
'1B''1B'
'2B''2B'
'2B'
WP WP
(TYP)FE2(TYP)FE2
FX1
FX1
FX1
FX1
FX1
FX1
A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
16'8'0"13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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Dr
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P.E. #:2290
9/16/22
9/15/2022 4:06:42 PM
E1.3
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JULY, 2022
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16
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
SCALE: 1/8" = 1'-0"1 3RD FLOOR OVERALL ELECTRICAL PLAN
M
M
F
3
3
3
3
M
M
F
3
3
3
3
3
3
3
3
3 3
M
M
M
3 3
FF
3
3
3
3
-
-
SEE TYP. DWELLING UNIT LOAD SCHEDULE
-
- -
-
PANEL
FEED TOP
DIMENSIONS
FEED BOTTOM
AIC RATING
AMPS
WATTS
FEEDER CONDUCTOR SIZE:
TOTAL LOAD/PHASE
REMARKS:
35
37
41
39
25
27
29
33
31
19
17
23
21
LOAD NAME
7
11
15
13
9
NO.
3
5
1
LOCATION
MAKE/MODEL
CLASS
CIR WIRE
SIZE LLAMPEA B
AMPE
LOAD/POLE
MAIN LUGS
MAIN BRKR.
BRK PO
AMPS
PO BRK
40
42
36
38
26
34
32
30
28
22
24
18
20
LOAD NAME
8
16
14
10
12
4
6
2
NO.
CIR
SURFACE
FLUSHAMPS
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
WIRE
SIZE
SQ. D QO LOAD CENTER
SEE UNIT DWG.
120/208V, 1PH, 3W
TYPICAL UNIT
14"W x 24"H x 4"D
PROVIDE PANEL WITH A LOCKABLE COVER
LIGHTING/RECEPTS #12 Cu 20 1
SMOKE/CO2 DETECTORS #12 Cu 20 1
WATER HTR 230
**30 *
WASHING MACH. (NOTE#3) #12 Cu 20 1
DRYER #10 Cu 30 2
30 *#10 Cu**
PREPARED SPACE
SMALL APPLIANCE CRKT
LIGHTING/RECEPTS
#12 Cu201
#12 Cu201
DISHWASHER/DISPOSER#12 Cu201
RANGE HOOD/MICROWAVE#12 Cu201
HVAC UNIT (NOTE #2)### Cu##2
##***### Cu
RANGE#8 Cu402
40***#8 Cu
PREPARED SPACE
SPARE201
NOTE #1 THIS PANEL SCHEDULE IS TYPICAL AND REFERENCE FOR THE BRANCH CIRCUIT REQUIREMENTS OF THE
DWELLING UNITS; REFER TO TYPICAL DWELLING UNIT SCHEDULE FOR SERVICE/FEEDER SIZE AND MAIN
BREAKER RATING BASE ON DWELLING UNIT TYPE.
NOTE #2 1-BED UNITS F-1: 15A/2P, #12 Cu
2-BED UNITS F-2: 20A/2P, #12 Cu
NOTE #3 UTILIZED GFCI TYPE CIRCUIT BREAKER AS REQUIRED BY 2020 NEC.
#10 Cu
#10 Cu
TYP. APARTMENT PANEL AIC RATINGS SHALL BE
AS FOLLOWS:
FEEDER LENGTHS LESS THAN 40FT : 22k AIC
FEEDER LENGTHS GREATER THAN 40FT: 10k AIC
NOTE#1
GENERAL LOADS
TYPICAL DWELLING UNIT EXAMPLE
1200 SQ FT UNIT X 3 VA PER SQ FT
SUB-TOTAL (HVAC LOAD)
HVAC LOADS
APPLICATION OF DEMAND FACTORS
ELECTRICAL LOAD CALCULATIONS
SERVICE SIZE
RECOMMENDED SERVICE SIZE IN AMPS
MIN. SERVICE SIZE IN AMPS (19,000VA @ 120/208 1PH. 3W)
REMAINDER (16000) @ 40%
HVAC LOAD @ 100% PER NEC
BREAKER
FIRST 10000 @ 100%
TOTAL DEMAND
GENERAL LOAD PER NEC 220.82
HVAC LOAD (HEATING & COOLING)
GENERAL LIGHTING/POWER
SMALL APPLIANCE (KITCHEN) 2-CIRCUITS
10,000 VA
19,000 VA
91 AMPS
(SEE NOTE#1)
=
=
=
=3,000 VA
3,600 VA
3,000 VA=
=
26,000 VASUB-TOTAL (GENERAL LOADS)
RANGE LOAD
DRYER
DISHWASHER
DISPOSAL
=
=
=
=
10,000 VA
5,000 VA
400 VA
1,000 VA
3,000 VA
6,400 VA
3,000 VA
SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS
SMALL APPLIANCE (BATH) 1-CIRCUITS
1,500 VA=
1,500 VA=
NOTE #1 THIS CALCULATION IS A TYPICAL EXAMPLE OF THE DWELLING UNIT LOAD
CALCULATIONS USED AND IS FOR REFERENCE ONLY; REFER TO THE TYPICAL
DWELLING UNIT LOAD SCHEDULE FOR ACTUAL LOAD INFORMATION FOR THE
SPECIFIC DWELLING UNITS.
(SEE NOTE#1)
APARTMENT UNIT PANEL
VOLTAGE DROP SCHEDULE
208 VOLT, 1 PHASE,
#1 AL SER CABLE* - MAXIMUM LENGTH OF 200'
#1/0 AL SER CABLE* - MAXIMUM LENGTH OF 260'
#2/0 AL SER CABLE* - MAXIMUM LENGTH OF 330'
#3/0 AL SER CABLE* - MAXIMUM LENGTH OF 400'
#4/0 AL SER CABLE* - MAXIMUM LENGTH OF 500'
FEEDER SIZE TO APARTMENT UNIT PANELS SHALL BE DETERMINED FROM
THE FOLLOWING SCHEDULE, THIS TABLE IS BASED ON ALUMINUM SER
CABLE. COPPER CONDUCTORS MAY BE UTILIZED, BUT ELECTRICAL
CONTRACTOR IS RESPONSIBLE FOR VOLTAGE DROP CALCULATIONS AND
FEEDER SIZES TO ALLOW FOR A MAXIMUM OF 3% VOLTAGE DROP AT PANEL.
* GROUNDING CONDUCTOR OF SER CABLE SHALL BE PROPORTIONATELY
INCREASED IN SIZE PER NEC 250.122(B)
'1BC'
WP
1
REF
R
M/R/72"
AC
AC
DW/DISP
30"
2
AC
F1
F3
F3 (TYP)F2
F2
D
F1
F4
F2
F2
F2 F2
(TYP)F2
F1 WTR
HTR
F-1
42"
'1B'
D
REF
ACACM/R/72"R
DW/DISP
AC
2
1
F4
F2
F2
F2
F2
F1
F1
F2
(TYP)F2
F3 F3
30"
WP
WTR
HTR
F-1
42"
WP
AC
AC
'2B'
D
RM/R/72"ACAC
AC
REF
30"30"
DW/DISP
2
1
F3
F3 F1
F1
F1
F2
F2
F2
F2
F2 F2
(TYP)F2
(TYP)F2
F4
F4
F2
WTR
HTR
F-2
42"
A. PROVIDE ARC-FAULT PROTECTION FOR ALL 120V, 15A & 20A
BRANCH CIRCUITS IN BEDROOMS AS PER IDAHO
EXEMPTIONS TO THE 2017 NEC.
B. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND
CIRCUITS REQUIRED IN A DWELLING UNIT AS DESCRIBED BY
THE CURRENT NEC THAT IS ADOPTED BY THE LOCAL
AUTHORITY HAVING JURISDICTION; REFER TO NEC SECTION
210.11 AND 210.50.
C. TAMPER-PROOF RECEPTACLES SHALL BE INSTALLED IN ALL
AREAS OF THE DWELLING UNITS; REFER TO NEC SECTION
406.11 OF THE NEC.
D. EVEN IF SPECIFICALLY INDICATED ON THE DRAWINGS, ALL
DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL
BE COORDINATED WITH THE ARCHITECTURAL ELEVATION
DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER
MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES
AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT
THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE
DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN
TILEWORK/WALL OR WAINSCOATING, ETC.
E. ALL CLOSET FIXTURES SHALL BE FULLY ENCLOSED PER THE
NEC.
F. PROVIDE GFCI RECEPTACLES AS REQUIRED BY THE NEC
WETHER SHOWN OR NOT.
G. E.C. SHALL REFER TO BUILDING FLOOR PLANS AND
ARCHITECTURAL DRAWINGS FOR SPECIFIC UNIT
ORIENTATION AND LAYOUT AS UNITS MAY BE MIRRORED OR
HAVE SLIGHT WALL MODIFICATIONS FROM TYPICAL UNIT
SHOWN. E.C. SHALL ADJUST OUTLETS, LIGHTING AND ETC.
TO MATCH ACTUAL ORIENTATION.
GENERAL NOTES:
KEY NOTES:#8'4'0"
TYPICAL DWELLING UNIT LOAD SCHEDULE
UNIT
TYPE DESCRIPTION
UNIT
SQFT QUANTITY
GENERAL LOAD
(PER UNIT)
APPLIANCE LOAD
(PER UNIT)
HVAC LOAD
(PER UNIT)
TOTAL CONN. LOAD
(PER UNIT)
TOTAL DEMAND LOAD
(PER UNIT)
TOTAL DEMAND AMPS
(PER UNIT)
RECOMMENDED
SERVICE SIZE
BRKR
SIZE FEEDER SIZE
1B 1-BEDROOM UNIT 600 12 6300 VA 18900 VA 2200 VA 27400 VA 18280 VA 88 A 100 A 100 A #1 AL SER CABLE W/ GND
1BC 1-BEDROOM
CORNER UNIT
740 12 6720 VA 18900 VA 2200 VA 27820 VA 18448 VA 89 A 100 A 100 A #1 AL SER CABLE W/ GND
2B 2-BEDROOM UNIT 970 12 7410 VA 18900 VA 2700 VA 29010 VA 19224 VA 92 A 100 A 100 A #1 AL SER CABLE W/ GND
8'4'0"
8'4'0"
1 PROVIDE AND INSTALL STRUCTURED MEDIA CENTER PANEL
FLUSH IN WALL FOR UNIT TV AND DATA SERVICES, FIELD
VERIFY LOCATION WITH OWNER PRIOR TO ROUGH-IN. E.C.
SHALL PROVIDE AND INSTALL SERVICE CABLING FROM
PANEL TO UTILITY DEMARC LOCATION. UTILIZE LEVITON OR
EQUAL, REFER TO DETAIL FOR ADDITIONAL INFORMATION.
2 RECEPTACLE MOUNTED IN ACCESSIBLE LOCATION UNDER
SINK FOR DISHWASHER & DISPOSER. SPLIT-WIRE
RECEPTACLE SO HALF IS CONTROLLED BY SWITCH FOR
GARBAGE DISPOSAL OPERATION. FIELD COORDINATE
LOCATION WITH MILLWORK INSTALLER.
SCALE: NONEARESIDENTIAL - LEVITON MEDIA CENTER DETAIL
FIRE RATING NOTES:
A. ALL RECESSED DEVICE BOXES INSTALLED IN FIRE RATED
WALLS BETWEEN UNITS SHALL BE INSTALLED IN SUCH A
MANNER AS TO MAINTAIN THE FIRE RATING OF THE
ASSEMBLY.
SCALE: 1/4" = 1'-0"1 TYP. 1-BEDROOM CORNER UNIT ELECTRICAL PLAN
13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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t
l
e
:
®
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JULY, 2022
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SCALE: 1/4" = 1'-0"2 TYP. 1-BEDROOM UNIT ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"3 TYP. 2-BEDROOM UNIT ELECTRICAL PLAN
BLDG.
STEEL
WATER
MAIN
GROUND BAR
AT MAIN TTB
GRND
RODS
STAND-OFF GROUND BAR LOCATED
NEXT TO SERVICE EQUIP.
GROUND BAR SHALL BE
ERICO #EGBA14412CC OR EQUAL.
PROVIDE AND INSTALL ALL REQ'D
LUGS & TERMINALS.
MAIN
SERVICE
EQUIPMENT
#1
G N
NEUTRAL TO GND
BOND AT THIS POINT
ONLY (TYPICAL)
#3/0 Cu
#4
C
u
CONCRETE ENCASED
ELECTRODE
3/
4
"
C
.
,
1
#
6
C
u
#3
/
0
C
u
#3
/
0
C
u
#6
C
u
BOND
TO FIRE
SPRINKLER
RISER
#3
/
0
C
u
MAIN
SERVICE
EQUIPMENT
#2
G N
#3/0 Cu
PANEL
'H'
MAIN
FLOOR
METER-PACK
'MP-1A'
208Y/120V
3P,4W
600A, MBR
UTILITY TRANSFORMER BY
LOCAL UTILITY CO.
PAD AND VAULT PROVIDED AND
INSTALLED BY ELECT. CONTRACTOR
UNDERGROUND PRIMARY;
CONDUIT AND TRENCHING BY E.C.
CONDUCTORS BY UTILITY CO.
FAULT CURRENT
CALULATIONS WERE
BASED ON
INFINITE BUS, WITH AN
ESTIMATED 300KVA
TRANSFORMER WITH
A 2.0%Z.
GROUNDING
ELECTRODE
SYSTEM
(A/E3.0)
1-PHASE METER
SECTIONS
*41,635A
M
M
M
M
#13
#14
#15
#16
M
M
M
M
M
M
M
M
M
M
M
M
#1
#2
#3
#4
#5
#6
#7
#8
#9
#10
#11
#12
M
M
M
M
#17
#18
#19
#20
1-PHASE METER
SECTIONS
REFER TO
DWELLING UNIT
LOAD SCHEDULE
3-PHASE MAIN
SECTION
UNDERGROUND SECONDARY;
CONDUIT AND TRENCHING BY E.C.
CONDUCTORS BY UTILITY CO.
TYP. APARTMENT PANEL AIC RATINGS SHALL BE
AS FOLLOWS:
FEEDER LENGTHS LESS THAN 40FT : 22k AIC
FEEDER LENGTHS GREATER THAN 40FT: 10k AIC
*17,054A
TYP.
UNIT
PANEL
METER-PACK
'MP-1B'
208Y/120V
3P,4W
600A, MBR
1-PHASE METER
SECTIONS
*41,635A
M
M
M
M
#13
#14
#15
#16
M
M
M
M
M
M
M
M
M
M
M
M
#1
#2
#3
#4
#5
#6
#7
#8
#9
#10
#11
#12
M
M
M
M
#17
#18
#19
#20
1-PHASE METER
SECTIONS
REFER TO
DWELLING UNIT
LOAD SCHEDULE
3-PHASE MAIN
SECTION
TYP. APARTMENT PANEL AIC RATINGS SHALL BE
AS FOLLOWS:
FEEDER LENGTHS LESS THAN 40FT : 22k AIC
FEEDER LENGTHS GREATER THAN 40FT: 10k AIC
TYP.
UNIT
PANEL
SCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAIL
SCALE: NONE1POWER RISER DIAGRAM
POWER RISER FEEDER SCHEDULE
SOURCE LOAD
# OF CONDUIT
RUNS
CONDUIT
SIZE FEEDER SIZE
CONDUCTOR
TYPE
LOAD
AMPS
FEEDER
BREAKER SIZE
METER-PACK
MP-1A
PANEL H 1 1 1/4" 2-#3, 1-#3, 1-#8 COPPER - UG 25 A 100 A
FEEDER SCHEDULE LEGEND & NOTES
QTY & SIZE
OF PHASE
CONDUCTOR(S)
QTY-#PHASE SIZE, QTY-#NEUTRAL SIZE, QTY-#GROUND SIZE
QTY & SIZE
OF NEUTRAL
CONDUCTOR(S)
QTY & SIZE
OF GROUND
CONDUCTOR(S)
1. # OF RUNS INDICATES THE NUMBER OF PARALLEL RUNS FOR THE FEEDER.
2. FEEDER SIZE IN SCHEDULE IS AS INDICATED BELOW:
13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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SAM
TEP
P.E. #:2290
9/16/22
9/15/2022 4:06:45 PM
E3.0
PO
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&
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870
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JULY, 2022
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Dwelling Unit 505380 VA 38.00% 192044 VA TOTAL DEMAND AMPS:548 A
Receptacle 1800 VA 100.00% 1800 VA TOTAL CONN. AMPS:1417 A
Other 500 VA 100.00% 500 VA TOTAL DEMAND VA:197 kW
Lighting 2310 VA 100.00% 2310 VA TOTAL CONN. VA:511 kW
Elec. Heating 750 VA 100.00% 750 VA
LOAD TYPE CONN. LOAD % DEMAND EST. DEMAND METER PACK TOTALS
METER PACK LOAD SUMMARY (DEMAND % PER NEC TABLE 220.84)
20 PREPARED SPACE 1 -- --
19 PANEL H 2 100 A 5 kW
18 2-BED 3RD FLOOR 2 100 A 29 kW
17 1-BED 3RD FLOOR 2 100 A 28 kW
16 1-BED 3RD FLOOR 2 100 A 27 kW
15 1-BED 3RD FLOOR 2 100 A 27 kW
14 2-BED 3RD FLOOR 2 100 A 29 kW
13 1-BED 3RD FLOOR 2 100 A 28 kW
12 2-BED 2ND FLOOR 2 100 A 29 kW
11 1-BED 2ND FLOOR 2 100 A 28 kW
10 1-BED 2ND FLOOR 2 100 A 27 kW
9 1-BED 2ND FLOOR 2 100 A 27 kW
8 2-BED 2ND FLOOR 2 100 A 29 kW
7 1-BED 2ND FLOOR 2 100 A 28 kW
6 2-BED 1ST FLOOR 2 100 A 29 kW
5 1-BED 1ST FLOOR 2 100 A 28 kW
4 1-BED 1ST FLOOR 2 100 A 27 kW
3 1-BED 1ST FLOOR 2 100 A 27 kW
2 2-BED 1ST FLOOR 2 100 A 29 kW
1 1-BED 1ST FLOOR 2 100 A 28 kW
METER
#CIRCUIT DESCRIPTION POLES
BRK
AMPS Load REMARKS
SERVICE ENTRANCE RATED
NOTES:
MFGR/MODEL:Square D/EZ-METER-PAK
ENCLOSURE:Type 3R
AIC RATING:42k MBR RATING:600 A
PHASE/WIRES:3P / 4W RATING:600 A
VOLTAGE:120/208 Wye PANEL TYPE:MBR
METER PACK:
METER-PACK
MP-1A
TOTAL DEMAND AMPS:533 A
TOTAL CONN. AMPS:1403 A
TOTAL DEMAND VA:192 kW
TOTAL CONN. VA:505 kW
Dwelling Unit 505380 VA 38.00% 192044 VA
LOAD TYPE CONN. LOAD % DEMAND EST. DEMAND METER PACK TOTALS
METER PACK LOAD SUMMARY (DEMAND % PER NEC TABLE 220.84)
20 PREPARED SPACE 2 -- --
19 PREPARED SPACE 2 -- --
18 2-BED 3RD FLOOR 2 100 A 29 kW
17 1-BED 3RD FLOOR 2 100 A 28 kW
16 1-BED 3RD FLOOR 2 100 A 27 kW
15 1-BED 3RD FLOOR 2 100 A 27 kW
14 2-BED 3RD FLOOR 2 100 A 29 kW
13 1-BED 3RD FLOOR 2 100 A 28 kW
12 2-BED 2ND FLOOR 2 100 A 29 kW
11 1-BED 2ND FLOOR 2 100 A 28 kW
10 1-BED 2ND FLOOR 2 100 A 27 kW
9 1-BED 2ND FLOOR 2 100 A 27 kW
8 2-BED 2ND FLOOR 2 100 A 29 kW
7 1-BED 2ND FLOOR 2 100 A 28 kW
6 2-BED 1ST FLOOR 2 100 A 29 kW
5 1-BED 1ST FLOOR 2 100 A 28 kW
4 1-BED 1ST FLOOR 2 100 A 27 kW
3 1-BED 1ST FLOOR 2 100 A 27 kW
2 2-BED 1ST FLOOR 2 100 A 29 kW
1 1-BED 1ST FLOOR 2 100 A 28 kW
METER
#CIRCUIT DESCRIPTION POLES
BRK
AMPS Load REMARKS
SERVICE ENTRANCE RATED
NOTES:
MFGR/MODEL:Square D/EZ-METER-PAK
ENCLOSURE:Type 3R
AIC RATING:42k MBR RATING:600 A
PHASE/WIRES:3P / 4W RATING:600 A
VOLTAGE:120/208 Wye PANEL TYPE:MBR
METER PACK:
METER-PACK
MP-1B
S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE
A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL
BRK NOTES:
TOTAL ESTIMATED DEMAND AMPS:25 A
TOTAL AMPS:25 A 26 A
TOTAL LOAD:2.6 kVA 2.7 kVA
23 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 24
21 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 22
19 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 20
17 SPARE -- 125 A 1 0 0 1 125 A -- SPARE 18
15 SPARE -- 125 A 1 0 0 1 125 A -- SPARE 16
13 SPARE -- 125 A 1 0 0 1 125 A -- SPARE 14
11 Elec. Heating 20 A 1 750 0 1 125 A -- SPARE 12
9 Receptacle 20 A 1 360 0 1 125 A -- SPARE 10
7 FACP 20 A 1 500 600 1 20 A Lighting 8
5 Receptacle 20 A 1 360 560 1 20 A Lighting 6
3 Receptacle 20 A 1 360 560 1 20 A Lighting 4
1 Receptacle 20 A 1 720 590 1 20 A Lighting 2
CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT
NOTES:
MFG & MODEL:SQ. D/QO LOADCENTER DIMENSIONS:20"W x 3.75"D x *"H FEED:BOTTOM
ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A
MOUNTING:SURFACE WIRES:3 PANEL AMPS:100 A
FED FROM:METER-PACK MP-1A PHASES:1 PANEL TYPE:MLO SWEETWATER APARTMENTS
LOCATION: VOLTAGE:120/208 Single A.I.C. RATING:22k PROJECT:
PANEL: H
PAYNE ENGINEERING