HomeMy WebLinkAbout1071-Permit - Bid SetAREA MAP
PROJECT
SITE
S. Y
E
L
L
O
W
S
T
O
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E
H
W
Y
HENRY FORK PLAZA
DRAWING INDEX
MINIMUM INSULATION
EXTERIOR WALLS - R-21
ROOF - R-48
FOUNDATION WALLS - R-20
WINDOWS - R-3 / U= 0.333
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
OF
&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
STRUCTURAL ENGINEERING
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
Pr
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12/5/2025 10:52:28 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's
Fork.rvt G1.1
1071
DEC. 2025
JLL
BM
3
REXBURG,IDAHO
SCHIESS 2.0 HENRY'S FORK
RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
CO
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G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
G1.3 CODE REVIEW
SD1.1 SITE PLAN
A1.1 FLOOR PLAN
A1.2 REFLECTED CEILING PLAN
A1.3 ROOF PLAN
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
A3.2 WALL TYPES
A4.1 ENLARGED PLANS AND INTERIOR ELEVATIONS
A5.1 DOOR AND WINDOW SCHEDULE
S1.0 GENERAL STRUCTURAL NOTES
S1.1 TYPICAL DETAILS
S1.2 TYPICAL DETAILS
S2.0 FOUNDATION PLAN
S2.1 FLOOR FRAMING PLAN
S2.2 ROOF FRAMING PLAN
S3.0 FOUNDATION DETAILS
S4.0 ROOF FRAMING DETAILS
P1.0 WASTE & VENT PIPING FLOOR PLAN
P1.1 WASTE AND GAS PIPING FLOOR PLAN
P2.0 PLUMBING DETAILS
M1.0 CRAWL SPACE MECHANICAL PLAN
M1.1 MECHANICAL FLOOR PLAN
M2.0 MECHANICAL DETAILS & SCHEDULES
E1.0 ELECTRICAL DETAILS AND RISER
E2.0 ELECTRICAL FLOOR PLAN
E3.0 ELECTRICAL FLOOR PLAN
GENERAL
SITE
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
12/5/2025
CL
LC
CL
LC
LC LC CL
LC
#304
ROOM
WASTE
TOWELS TOWELS
WASTE
VEND.
WASTE
48
"
A
F
F
M
A
X
48
"
A
F
F
M
A
X
48
"
A
F
F
M
A
X
TO
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B
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CO
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P
TO
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48
"
A
F
F
M
A
X
TO
D
I
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N
S
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OU
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48
"
A
F
F
M
A
X
TO
O
P
E
N
I
N
G
19
"
A
F
F
M
I
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27
"
A
F
F
M
A
X
19
A
F
F
M
I
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27
"
A
F
F
M
A
X
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
"
M
I
N
36
"
M
A
X
12" MAX
3'-8" MIN
36" MAX
39" - 41"
39
"
-
4
1
"
18
"
M
A
X
17
"
-
1
9
"
1 1/4" TO 1 1/2" O.D. GRAB BAR (TYP)
18" MIN
36" MIN
6" MAX
TOILET TOILET
1 1/2" MIN CLEAR TO WALL
OR DISPENSERS
TO
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48
"
M
A
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TO
M
I
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R
O
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38
"
M
A
X
9"
M
I
N
MIN CLR WIDTH
2'-6"
29
"
M
I
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34
"
M
A
X
BO
T
T
O
M
O
F
AP
R
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N
TO
P
O
F
R
I
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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.
1.
2.
3.
4.
STANDARD ACCESSIBILITY:
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.
ALL DOORS SHALL HAVE 32" MIN CLEAR WIDTH WHEN DOOR IS
OPEN 90 DEGREES.
ALL PLUMBING FIXTURES AND APPLIANCES IN DWELLING UNITS
SHALL HAVE MIN 30" x 48" CLEAR FLOOR SPACE AS REQUIRED BY
FHA.
ALL PLUMBING FIXTURES, APPLIANCES, AND TELEPHONES IN
PUBLIC AND COMMON USE AREAS SHALL COMPLY WITH ADA, IBC,
AND ANSI 117.1.
CLEARANCE
6" MAX TOE
17" MIN
27
"
M
I
N
29
"
M
I
N
BO
T
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M
O
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A
P
R
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34
"
M
A
X
AF
F
T
O
T
O
P
O
F
R
I
M
KNEE CLEARANCE
8" MIN
9"
M
I
N
6" MAX
8" MIN
27
"
M
I
N
OF
S
P
O
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36
"
M
A
X
T
O
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17"-19"
5'
-
0
"
A
F
F
MOUNT SIGNS AT LATCH SIDE OF DOOR, OR
NEAREST ADJACENT WALL.
AT WALL
18" MIN
CLR WIDTH30" MIN
TO
P
O
F
R
I
M
17
"
M
A
X
FACE OF FINISHED WALL
1.
2.
3.
4.
NOTES:
FLUSH VALVE HANDLE AT 44" AFF MAX.
30" x 48" MIN CLR FLR SPACE AT APPROACH
5 LBS MAX FORCE TO OPERATE FLUSH VALVE.
14" MIN PROJECTION FROM WALL.
15
"
M
I
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48
"
M
A
X
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.
9"
33
"
-
3
6
"
3"
-
6
"
1'
-
6
"
CONTROL END
ELEVATION
BACK WALL
ELEVATION
PLAN VIEW
33
"
-
3
6
"
33
"
-
3
6
"
3"
-
6
"
1'
-
6
"
1'
-
0
"
24" MAX 24" MIN 12" MAX
4"
M
A
X
24
"
M
I
N
BACK WALL
HE
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A
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15
"
M
I
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48
"
M
A
X
20" MAX
48
"
M
A
X
>20"-25"
44
"
M
A
X
10" MAX
48
"
M
A
X
15
"
M
I
N
.
10" MAX
34
"
M
A
X
48
"
M
A
X
34
"
M
A
X
48
"
M
A
X
>10"-24"
48" MIN
19" MAX
27
"
M
I
N
34
"
M
A
X
17" MIN
40
"
M
A
X
34
"
M
A
X
27
"
M
I
N
9"
M
I
N
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
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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Dr
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T
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OF
STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:29 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtG1.2
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DEC. 2025
JLL
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,
ID
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3
RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
SCALE: 3/8" = 1'-0"
STANDARD ACCESSIBILITY INSTALLATION REQUIREMENTS
SCALE: 1/2" = 1'-0"
TYPICAL CLEARANCE REQUIREMENTS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
12/5/2025
CODE ANALYSIS LEGEND
MINIMUM REQUIRED EXIT WIDTH
REQUIRED EXIT LIGHT
LOCATIONS. SEE IBC 2018
SECTION 1013. (SHOWN ON
ELECTRICAL DRAWINGS)
MAXIMUM OCCUPANT LOAD THRU EXIT
EXIT WIDTH PROVIDED
EXIT
166 OCC.
3'-0"R
4'-0"P
OCCUPANT LOAD AT OPENING
(LOCATION SHOWN BY LARGE ARROW)
EXIT DISCHARGE TO PUBLIC WAY - IBC 1028
ACCESSIBLE ELEMENT
NON-ACCESSIBLE ELEMENT
ONE-HOUR FIRE RATED RECESSED FIRE EXTINGUISHER
CABINET AND FIRE EXTINGUISHER FIRE EXTINGUISHER -
2A: 10BC
NON-RATED RECESSED MOUNTED FIRE EXTINGUISHER
CABINET AND FIRE EXTINGUISHER FIRE
EXTINGUISHER - 2A: 10BC
FE1
FE2
ED
EXIT ACCESS TRAVEL DISTANCE AS PER TABLE 1017.2
1 HOUR FIRE BARRIER OR PARTITION.
SEE WALL TYPES
1234
123 SF
12
ROOM NUMBER
ROOM AREA
ROOM OCCUPANCY LOAD
#
11 CUMULATIVE OCCUPANT LOAD AT OPENING
SEE SIGNAGE SCHEDULE AND LAYOUT ON SIGNAGE SHEETS
1.
2.
3.
ACCESSIBILITY SIGNAGE: PROVIDE SIGNAGE TO MEET THE
REQUIREMENTS OF ANSI 117.1-2009. PROVIDE SIGNAGE FOR
ACCESSIBLE ENTRANCES, RESTROOMS, ETC.
BUILDING ADDRESS: APPROVED NUMBERS OR ADDRESSES SHALL BE
PROVIDED IN SUCH A POSITION AS TO BE CLEARLY VISIBLE AND
LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE
PROPERTY IN COMPLIANCE WITH IBC 2018 SECTION 501.2.
EXIT SIGNS - SEE SIGNAGE SCHEDULE.
1.
2.
SEE CODE REVIEW TABLE FOR COMPLETE WRITTEN CODE
ANALYSIS & REVIEW - ALL AREAS SHOWN HERE ARE REFERENCED
WITHIN CODE ANALYSIS.
CODE ANALYSIS BASED ON IBC 2018 REQUIREMENTS.
GENERAL NOTES SIGNAGE
CODE REVIEW - 2018 IBC
BUILDING CODE GOVERNING:
TYPE OF CONSTRUCTION (CHAPTER 6):
ALLOWABLE BUILDING HIEGHT
ABOVE GRADE:
(TABELS 504.3)
ALLOWABLE AREA FACTOR:
(TABLE 506.2)
AUTOMATIC SPRINKLER SYSTEM:
(SECTION 903)
FIRE ALARM DETECTION SYSTEMS:
(SECTION 907.2.2)
FIRE RESISTANCE RATING REQUIREMENTS
FOR BUILDING ELEMENTS :
(TABLE 601)
MINIMUM NUMBER OF EXITS :
(TABLE 1006.3.1)
MINIMUM CORRIDOR WIDTH:
(TABLE 1020.2)
IBC 2018 AS ADOPTED BY THE CITY OF REXBURG
V-B NON-SPRINKLERED
OCCUPANT LOAD < 500 = 2 EXITS
TOTAL OCCUPANT LOAD = 31
SECTION 304.1 GROUP B - BUSINESS
40 FEET
B = 9,000 SF
NOT REQUIRED IF TOTAL OCCUPANT
LOAD < 500, AND
<100 PERSONS ABOVE OR BELOW
LEVEL OF EXIT DISCHARGE.
V-B - NOT REQUIRED NONE PROVIDED
MINIMUM WIDTH = 44 ” ACTUAL = 47"
DETECTION NOT REQUIRED
OCCUPANT LOAD OF EACH BUILDING < 500
SINGLE STORY
ACTUAL HEIGHT = 18'-2"
2,531 SF TOTAL < 9,000 SF
GROUP B - NOT REQUIRED NOT PROVIDED
ADOPTED CODES
2018 INTERNATIONAL BUILDING CODEBUILDING CODE
ENERGY CODE
MECHANICAL CODE
2018 INTERNATIONAL ENERGY CONSERVATION CODE
2018 INTERNATIONAL MECHANICAL CODE
FIRE CODE 2018 INTERNATIONAL FIRE CODE
ELECTRIC CODE 2023 NATIONAL ELECTRIC CODE
PLUMBING CODE 2017 IDAHO STATE PLUMBING CODE
USE AND OCCUPANCY CLASIFICATION (CHAPTER 3):
SECTION 602.5
ALLOWABLE HEIGHT AND AREA (CHAPTER 5):
ALLOWABLE NUMBER OF STORIES
ABOVE GRADE:
(TABELS 504.4)
2 STORIES 1 STORY
FIRE RESISTANCE RATING (CHAPTER 6):
FIRE PROTECTION AND LIFE SAFETY SYSTEMS (CHAPTER 9):
FIRE RESISTANCE RATING FOR EXTERIOR
WALLS BASED ON FIRE SEPARATION DISTANCE :
(TABLE 602)
V-B - NOT REQUIRED NONE PROVIDED
OCCUPANCY LOAD AND EXIT REQUIREMENTS (CHAPTER 10):
EXIT ACCESS TRAVEL DISTANCE :
(TABLE 1017.2 )
GROUP B NON-SPRINKLED = 200 FEET
COMMON PATH OF EGRESS TRAVEL DISTANCE :
(TABLE 1006.201)
GROUP B NON-SPRINKLED = 100 FEET
MAXIMUM OCCUPANT LOAD = 49
1
1
15
12
'
-
8
"
C
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M
O
N
P
A
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H
66
'
-
6
"
E
X
I
T
A
C
C
E
S
S
EXIT
15 OCC.
3'-0"R
3'-0"P
1
1
17
16
1
1
1
1
1
8
12
'
-
8
"
C
O
M
M
O
N
P
A
T
H
66
'
-
6
"
E
X
I
T
A
C
C
E
S
S
EXIT
16 OCC.
3'-0"R
3'-0"P
332 SF
LOBBY
01
3
132 SF
OFFICE
02
1
210 SF
OFFICE
03
2
109 SF
BREAK ROOM
06
8
132 SF
OFFICE
07
1
132 SF
OFFICE
08
1
210 SF
OFFICE
18
2
332 SF
LOBBY
11
3
137 SF
OFFICE
12
1
137 SF
OFFICE
13
1
132 SF
OFFICE
14
1
102 SF
BREAK ROOM
15
7
ADA
RESTROOM
05
MECH.
04
ADA
RESTROOM
16
MECH.
17
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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c
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:
Dr
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T
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OF
STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:30 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtG1.3
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RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
SCALE: 3/16" = 1'-0"1 CODE PLAN
12/5/2025
28'-9"
DATA/COM LINENATURAL GAS LINE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
12/5/202512/5/202512/5/2025
12/5/2025
A2.2
1
A2.1
2
A2.2
2
A2.1
1
12
'
-
6
"
12
'
-
0
"
9'
-
6
1
/
2
"
9'
-
6
1
/
2
"
6'
-
5
"
50
'
-
0
"
7'
-
1
0
"
10
'
-
2
"
12
'
-
3
"
12
'
-
5
"
7'
-
4
"
OFFICE
03
ADA
RESTROOM
05
MECH.
04
OFFICE
07
OFFICE
02
LOBBY
01
OFFICE
08
OFFICE
18
LOBBY
11
BREAK ROOM
15
OFFICE
12
OFFICE
13
ADA
RESTROOM
16
MECH.
17
56'-0"
16'-8"22'-8"16'-8"
3'-4 5/8"4'-11 3/8"4'-11 3/8"3'-4 5/8"5'-5 5/8"5'-7 5/8"6'-1 1/8"5'-5 5/8"3'-4 5/8"4'-11 3/8"4'-11 3/8"3'-4 5/8"
50
'
-
0
"
12
'
-
6
"
12
'
-
6
"
12
'
-
6
"
12
'
-
6
"
6'
-
4
"
6'
-
2
"
6'
-
1
1
/
4
"
6'
-
4
3
/
4
"
6'
-
1
1
/
4
"
6'
-
4
3
/
4
"
6'
-
0
1
/
4
"
6'
-
5
3
/
4
"
6'
-
5
3
/
4
"
6'
-
0
1
/
4
"
6'
-
1
3
/
4
"
5'
-
1
0
1
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4
"
4'
-
1
1
"
4'
-
7
1
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2
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4'
-
1
1
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4'
-
7
1
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2
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56'-0"
11'-11"4'-3 1/2"11'-6 3/4"11'-8 3/4"4'-3 1/2"12'-2 1/2"
11'-1 1/4"11'-6 3/4"
2'-3 1/2"2'-0"6'-1 1/8"5'-7 5/8"2'-3 1/2"2'-0"6'-3"5'-11 1/2"
2'-1 1/8"8'-0"1'-7 5/8"
OFFICE
14
9'
-
8
"
9'
-
1
0
"
6'
-
0
"
7'
-
0
"
10
'
-
2
"
2'-2 1/4"8'-0"1'-8 3/4"
BREAK ROOM
06
SUITE BSUITE A
1
A3.1
1
A3.1
W1
W1
W1
W3
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W2
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W3
W2
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W2
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03A
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04A 05A
07A
08A
18A
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12A
13A
17A
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15A 14A
01A 11A
06A
A4.1
1
A4.1
2
BB
AA
B B
A
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A
B A A
A
A
A
A
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
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11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:31 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtA1.1
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DEC. 2025
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RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
SCALE: 1/4" = 1'-0"
FLOOR PLAN
NORTH
12/5/2025
1
A3.1
1
A3.1
LOBBY
01
OFFICE
02
OFFICE
03
OFFICE
07
OFFICE
08
OFFICE
18
LOBBY
11
OFFICE
12
OFFICE
13
MECH.
17
ADA
RESTROOM
16
BREAK ROOM
15
OFFICE
14
ADA
RESTROOM
05
BREAK ROOM
06
MECH.
04
LEGEND
5/8" GYP. BOARD ATTACHED TO
BOTTOM CHORD OF TRUSSES
PERFERATED VINYL SOFFIT
LIGHT FIXTURE, SEE ELECTRICAL
DRAWINGS
MECHANICAL RETURN GRILLES,
SEE MECHANICAL DRAWINGS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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ELECTRICAL ENGINEERING
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&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:32 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtA1.2
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DEC. 2025
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,
ID
A
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9
RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
NORTHSCALE: 1/4" = 1'-0"
RECLECTED CEILING PLAN
12/5/2025
6" / 12"
4"
/
1
2
"
4"
/
1
2
"
6" / 12"
6" / 12"
6" / 12"
6" / 12"
6" / 12"
6" / 12"6" / 12"6" / 12"6" / 12"ICE AND WATER SHIELD
30 YEAR ARCHITECTURAL
ASPHALT SHINGLES
OVER 30# BUILDINGPAPER U.N.O
GUTTER AND DOWN SPOUT
GUTTER AND DOWN SPOUT
ICE AND WATER SHIELD
GUTTER AND DOWN SPOUT
6'-0" TYP.
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0
"
T
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P
.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:32 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtA1.3
RO
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DEC. 2025
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RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
SCALE: 1/4" = 1'-0"
ROOF PLAN
NORTH
12/5/2025
100' - 0"
1ST FLOOR
110' - 0"
ROOF PLAN
VERTICAL SIDING
STONE
ASPHALT SHINGLES
BB
C
A A B B
C
11A 01A
RIDGE VENT
RIDGE VENTRIDGE VENT
3'
-
0
"
3'-0" TYP.
PRE-FINISHED 2X8
ALUMINUM FASCIA
DOWN SPOUT
100' - 0"
1ST FLOOR
110' - 0"
ROOF PLAN
VERTICAL SIDING
STONE
ASPHALT SHINGLES
A
RIDGE VENT
RIDGE VENT
PRE-FINISHED 2X8
ALUMINUM FASCIA
RAIN GUTTER
3'
-
0
"
RIDGE VENT
3'-0" TYP.
DOWN SPOUT
BAB
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:34 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtA2.1
EX
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DEC. 2025
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,
ID
A
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9
RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
SCALE: 3/8" = 1'-0"1 NORTH ELEVATION
SCALE: 3/8" = 1'-0"2 SOUTH ELEVATION
12/5/2025
100' - 0"
1ST FLOOR
110' - 0"
ROOF PLAN
VERTICAL SIDING
STONE
ASPHALT SHINGLES
1
A3.1
DOWN SPOUT
DOWN SPOUT
RIDGE VENT
RIDGE VENT
3'
-
0
"
RAIN GUTTER
RIDGE VENT
AAAA
100' - 0"
1ST FLOOR
110' - 0"
ROOF PLAN
VERTICAL SIDING
STONE
ASPHALT SHINGLES
1
A3.1
3'
-
0
"
DOWN SPOUT
RAIN GUTTER
RIDGE VENT
RIDGE VENT
RIDGE VENT
DOWN SPOUT
24.00°
3'
-
0
"
AAAA
SCALE: 3/8" = 1'-0"1 EAST
SCALE: 3/8" = 1'-0"2 WEST
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
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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STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:36 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtA2.2
EX
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RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
12/5/2025
100' - 0"
1ST FLOOR
110' - 0"
ROOF PLAN
96' - 0"
T.O.FOOTING
OFFICE
12
OFFICE
18
OFFICE
07
OFFICE
02
3
112
A3.1
2
110' - 0"
ROOF PLAN
NEED 12" HIGH ENERGY
HEEL ON TRUSSES
5/8" GYP. BOARD OVER
6 MIL VAPOR BARIER
2 X 6 @ 16" O.C. WITH
R-21 INSULATION
ROOFING, SEE ROOF PLAN
5/8" WOOD SHEATHING
PRE-FINISHED ALUMINUM
FASCIA OVER 2X8
RAIN GUTTER
PRE-FABRICATED
VINYL SOFFIT
AIR FILTRATION BARIER
OVER 7/16" OSB
SIDING
DOWN SPOUT
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:37 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtA3.1
BU
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DEC. 2025
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,
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A
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9
RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
SCALE: 1/4" = 1'-0"A3.1
1BUILDING SECTION
SCALE: 1 1/2" = 1'-0"A3.1
2ROOF DETAIL
KEYNOTES
KEY VALUE KEYNOTE TEXT
1 2" RIGID INSULATION
2 3" WASHED GRAVEL OVER 10 MIL. VAPOR BARRIER,
OVERLAP SEAMS 6", EXTEND UP ENDS 12", TAPE ALL
JOINTS AND PAREMATERS
3 R-48 INSULATION
12/5/2025
4 3/4"
5/8" GYP BOAD
2"X4" @16" O.C.
ACCOUTIC INSULATION
5/8" GYP BOAD
2"X6" @16" O.C.
ACCOUTIC INSULATION
6 3/4"
5/8" GYP BOAD
2"X6" @16" O.C.
6 3/4"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:37 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtA3.2
WA
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K
DEC. 2025
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ID
A
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9
RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
SCALE: 1 1/2" = 1'-0"
W1
SCALE: 1 1/2" = 1'-0"
W2
SCALE: 1 1/2" = 1'-0"
W3
12/5/2025
ADA
RESTROOM
16
16AA4.1
A
B
18" MIN.18" MIN.
36" MIN.
17
"
M
A
X
.
34
"
M
A
X
.
38
"
M
A
X
.
1'-6"
C
A3
A2
A1
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-
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"
M
A
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8"
A3
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27
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-
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"
M
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X
.
BREAK ROOM
15
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C
15A
33"30"24"12"
WOOD FILLER
2"
WOOD FILLER
2"18"18"30"33"
30
"
18
"
36
"
IN-01
IN-02
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:38 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtA4.1
EN
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DEC. 2025
JLL
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X
B
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,
ID
A
H
O
9
RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
SCALE: 1/2" = 1'-0"A4.1
1TYPICAL ENLARGED RESTROOM PLAN
SCALE: 1/2" = 1'-0"A4.1
A16 - ADA RESTROOM - SOUTH
SCALE:N.T.S.A4.1
B16 - ADA RESTROOM - WEST
SCALE: 1/2" = 1'-0"A4.1
2TYPICAL ENLARGED BRAKE ROOM PLAN
SCALE: 1/2" = 1'-0"A4.1
CElevation 2 - a
KEYNOTES
KEY VALUE KEYNOTE TEXT
A1 36" GRAB BAR
A2 42" GRAB BAR
A3 18" VERTICAL GRAB BAR
C TOILET PAPER DISPENSER
D MIRROR
E SOAP DISPENSER
F WATER CLOSET
G TOILET PARTITION
H URINAL
IN-01 REFRIGERATOR
IN-02 MICROWAVE
NOTES:
1.
2.
3.
RESTROON AND BRAKE ROOM FLOOR FINISH
TO BE SHEET VINYL.
RESTROON AND BRAKE ROOM WALL BASE TO
BE INTEGRAL COVE BASE AS REQUIRED PER
CODE.
RESTROOM WALLS TO BE FINISHED WITH
EPOXY PAINT.
12/5/2025
HARDWARE GROUP
HW - 1 - OFFICES
(3) HINGES
(1) LEVEL LOCKSET, OFFICE FUNCTION
(1) WALL STOP
HW - 2 - MECHANICAL ROOM
(3) HINGES
(1) LEVEL LOCKSET, STORAGE ROOM FUNCTION
(1) GASKET SET
(1) WALL STOP
HW - 3 - BRAKE ROOM
(3) HINGES
(1) LEVEL, PASSAGE FUNCTION
(1) GASKET SET
(1) WALL STOP
HW - 4 - RESTROOM
(3) HINGES
(1) CLOSURE
(1) LEVEL LOCKSET, PRIVACY FUNCTION
(1) GASKET SET
(1) WALL STOP
HW - 5 - ENTRY DOORS
(3) HINGES
(1) CLOSURE
(1) GASKET SET
(1) THRESHOLD
(1) PUSH AND PULL PLATE SET
(1) DEADBOLT, CYLINDER THUMBTURN
FULL GLASS -
ALUMINUM DOOR
D1
TYPICAL DOOR
D2
2
ENTRY FRAME,
THERMAL BRAKE
F1
TYPICAL FRAME
F2
A
1 1
11
B
1
1
C
1
GLASS TYPES
1 1" DOUBLE GLAZED LOW-E
LOW E COATED GLAZING - TEMPERED2
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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:
Dr
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STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
11521152 BONDBOND AVENUEAVENUE Suite ASuite A
REXBURG, IDAHO 83440REXBURG, IDAHO 83440
WWW.JRWA.COMWWW.JRWA.COM
VOICE VOICE (208) 359-2309(208) 359-2309
(208) 359-2271(208) 359-2271FAX FAX
PJ
12/5/2025 10:52:39 AM
S:\Drawings\1071-Schiess 2.0 Henry's
Fork\07-BIM\1071-Schiess 2.0 Henry's Fork.rvtA5.1
DO
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DEC. 2025
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,
ID
A
H
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9
RIDGE STRUCTURAL ENGINEERS1152 BOND AVE., SUITE B
TEL: (208) 227-8404
PAYNE ENGINEERING INC.
1823 E. CENTER ST.
TEL: (208) 232-4439
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER
TEL: (208) 233-0501
Rexburg, ID, 83440
POCATELLO, ID 83201
POCATELLO IDAHO 83201
FAX: (208) 233-0529
DOOR SCHEDULE
MARK SI
N
G
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PA
I
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DOOR
TYPE
DOOR FRAME
UL LABEL (IN
MINUTES)
HARDWARE
GROUP REMARKS
SIZE
MATERIAL GLAZING TYPE
FRAME
TYPE MATERIALWIDTHHEIGHTTHICK
01A ●D1 3' - 0"7' - 0"0' - 1 3/8"ALUMINUM 1" DOUBLE
GLAZED LOW-E
F1 ALUMINUM HW5
02A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW1
03A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW1
03B ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW1
04A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW2
05A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW4
06A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW3
07A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW1
08A ●D2 3' - 0"7' - 0"0' - 1 3/4"WOOD -F2 WOOD HW1
11A ●D1 3' - 0"7' - 0"0' - 1 3/8"ALUMINUM 1" DOUBLE
GLAZED LOW-E
F1 ALUMINUM HW5
12A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW1
13A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW1
14A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW1
15A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW3
16A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW4
17A ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW2
18A ●D2 3' - 0"7' - 0"0' - 1 3/4"WOOD -F2 WOOD HW1
18B ●D2 3' - 0"6' - 8"0' - 1 3/4"WOOD -F2 WOOD HW1
WINDOW SCHEDULE
MARK
SIZE FRAME
MATERIAL GLAZING OPERATION REMARKSWIDTHHEIGHT
A 5' - 0"5' - 5 1/2"VINYL 1 SINGE HUNG
B 2' - 11 1/2"5' - 5 1/2"VINYL 1 SINGE HUNG
C 3' - 1 1/2"1' - 4 1/2"VINYL 1 FIXED
SCALE: 3/4" = 1'-0"
DOOR TYPES
SCALE: 3/4" = 1'-0"
FRAME TYPES
SCALE: 3/4" = 1'-0"
WINDOW TYPES
12/5/2025
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)
I.F.W.
L.L.
LONG LEG VERTICAL
MANUFACTURER(’S)
MASONRY CONTROL JOINT
NOT APPLICABLE
LONG LEG HORIZONTAL
INSIDE FACE OF WALL
POUNDS
MECHANICAL
HORIZONTAL
1000 POUNDS
LIVE LOAD
EXISTING(E)
MIN. MINIMUM
MAX. MAXIMUM
SYMBOLS LEGEND
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#
GLB (GLULAM) GLUED−LAMINATED BEAM
GIRDER TRUSSGT
PT PRESSURE TREATED
SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES −−−
S1.1 TYPICAL DETAILS T − SERIES
S1.2 TYPICAL DETAILS T − SERIES
S2.0 FOUNDATION PLAN −−−
S2.1 FLOOR FRAMING PLAN −−−
S2.2 ROOF FRAMING PLAN −−−
S3.0 FOUNDATION DETAILS 100 − SERIES
S4.0 ROOF FRAMING DETAILS 200 − SERIES
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 CITY/COUNTY AMENDMENTS.
RISK CATEGORY = II
4. SEISMIC DESIGN PARAMETERS:
5. WIND DESIGN PARAMETERS (ASCE 7, CHAPTER 27):
2. VERTICAL LOADS:
3. DEFLECTION LIMITS:
1.IN LIEU OF A GEOTECHNICAL REPORT: THE FOUNDATION HAS BEEN DESIGNED
ACCORDING TO THE RECOMMENDATIONS OF CHAPTER 18 OF THE IBC.
2.THE SOIL DESIGN VALUES LISTED BELOW HAVE BEEN APPROVED BY THE
CITY/COUNTY BUILDING DEPARTMENT, CONTINGENT THAT THE SOIL ON THE SITE
PREDOMINATELY CONSISTS OF SAND AND/OR GRAVEL.
SPECIFIC SOIL CLASSIFICATIONS SHOULD BE ONE OF THE FOLLOWING: SANDY
GRAVEL OR GRAVEL(GW OR GP), SAND(SW AND SP), SILTY SAND(SM), CLAYEY
SAND(SC), SILTY GRAVEL(GM), OR CLAYEY GRAVEL(GC). THESE SOIL
CLASSIFICATIONS CAN BE FOUND IN TABLE 1806.2 OF CHAPTER 18 OF THE IBC.
VERIFICATION OF SOIL CLASSIFICATION IS THE RESPONSIBILITY OF THE
CONTRACTOR.
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 COMPACTED ENGINEERED FILL OR COMPETENT
NATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR).
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 D1557.
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 1500 PSF
MINIMUM FOUNDATION BEARING DEPTH FOR FROST PROTECTION
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 LIMESTONE CEMENT
SHALL CONFORM TO ASTM C595.
6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND
CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY.
7.THE MAXIMUM ELAPSED TIME BETWEEN CONCRETE BATCHING AND COMPLETE
DISCHARGE FROM THE TRUCK SHALL BE COORDINATED BETWEEN THE PRODUCER
AND THE PURCHASER. THIS TIME SHALL BE STATED ON THE DELIVERY TICKET. THE
MAXIMUM ELAPSED TIME SHOULD BE SHORT ENOUGH TO ALLOW THE CONCRETE
TO REMAIN WORKABLE WHILE STILL MEETING THE PURCHASERS NEEDS AND THE
MIX DESIGN SPECIFICATIONS FOR THE PROJECT AS SHOWN ON THESE DRAWINGS.
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 36 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS
(EXAMPLE: 4" SLAB = 12’−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 25 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%
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 BE USED 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 = 2,200 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.
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
PREFABRICATED WOOD ROOF TRUSSES
1. ITEMS LISTED AS DEFERRED SUBMITTALS TO BE DOCUMENTED WITH CALCULATIONS
AND CONSTRUCTION DETAIL. DOCUMENTS TO BE STAMPED AND SIGNED BY THE
DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN, WHO IS TO BE LICENSED BY
THE STATE WHERE THE PROJECT IS LOCATED. DOCUMENTS TO BE REVIEWED BY
ENGINEER OF RECORD WHO IS TO MARK THE DOCUMENTS VERIFYING THE REVIEW.
DOCUMENTS TO BE PROVIDED TO THE CITY BUILDING OFFICIAL AFTER REVIEW BY
ENGINEER OF RECORD.
2. THE FOLLOWING ITEMS WILL BE DEFERRED SUBMITTAL ITEMS FOR THIS PROJECT:
LOCATION
A. ROOF
1. ROOF LIVE ............................................................................
2. ROOF SNOW, PF ..................................................................
A. GROUND SNOW LOAD, PG ...................................
B. SNOW EXPOSURE FACTOR,CE ............................
C. SNOW LOAD IMPORTANCE FACTOR, IS ..............
D. THERMAL FACTOR,CT ...........................................
3. ROOF DEAD ..........................................................................
B. FLOOR
1. LOBBIES / CORRIDORS ........................................................
2. OFFICE + PARTITION ...........................................................
3. FLOOR DEAD ........................................................................
35 PSF
35 PSF
50 PSF
0.9
1.0
1.1
16 PSF
100 PSF
65 PSF
15 PSF
ELEMENTS LIVE LOAD TOTAL LOAD
A. ROOF TRUSSES ................................. L/360 ....................................... L/240
B. FLOOR JOISTS.................................... L/600 ....................................... L/240
C. BEAMS................................................. L/360 ....................................... L/240
A. ANALYSIS PROCEDURE .................................EQUIVALENT LATERAL FORCE
B. IMPORTANCE FACTOR, IE .............................................................
C. SITE CLASS .....................................................................................
D. SEISMIC DESIGN CATEGORY ........................................................
E. PERCENT SNOW INCLUDED WITH SEISMIC LOADS ....................
F. MAPPED SPECTRAL RESPONSE ACCELERATIONS
S1 = 0.143, SS = 0.367
G. DESIGN SPECTRAL RESPONSE ACCELERATIONS
SD1 = 0.220, SDS = 0.368
H. VERTICAL SHEAR TRANSFER ELEMENTS:
1. PLYWOOD SHEARWALL(S).............................................
1.0
D
D
20
A. ULTIMATE WIND SPEED ................................................................
B. NOMINAL WIND SPEED .................................................................
C. EXPOSURE CATEGORY ................................................................
D. ENCLOSURE CLASSIFICATION CATEGORY ................................
E. IMPORTANCE FACTOR, IW ...........................................................
F. INTERNAL PRESSURE COEFFICIENT ..........................................
G. COMPONENT AND CLADDING PRESSURE, (ULTIMATE), PSF.....
115 MPH
89.1 MPH
C
ENCLOSED BLDG
1.00
−0.18
29.5
R = 6.5, CS = 0.057
1. THE OWNER OR THE OWNER’S AUTHORIZED AGENT, OTHER THAN THE
CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES
TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING
CONSTRUCTION ON THE TYPES OF WORK SPECIFIED PER IBC SECTION
1705 AND IDENTIFY THE APPROVED AGENCIES TO THE BUILDING
OFFICIAL. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS:
2. QUALITY ASSURANCE PROGRAM:
A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK
ASSIGNED TO BE CERTAIN IT CONFORMS WITH THE APPROVED
DESIGN DRAWINGS AND SPECIFICATIONS
B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION
REPORTS TO THE BUILDING OFFICIAL, AND TO THE
STRUCTURAL ENGINEER OF RECORD. ALL DISCREPANCIES
SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO
THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL.
SPECIAL INSPECTION ITEMS:
SPECIAL INSPECTION AND TESTS OF SOILS (IBC TABLE 1705.6)
(WITHOUT GEOTECH REPORT)
TYPE
CO
N
T
I
N
U
O
U
S
PE
R
I
O
D
I
C
1.
VERIFY THAT THE IN−PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LESS
THAN 90 PERCENT OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE
CONTENT DETERMINED IN ACCORDANCE WITH ASTM D1557.
X
2.VERIFY THAT THE COMPACTED FILL ALLOWABLE BEARING PRESSURE IS NOT LESS
THAN 1500 PSF.X
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
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A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
Ridge Structural Engineering, LLC
1152 Bond Ave., Suite B
Rexburg, ID, 83440
TEL: (208)227-8404
7/22/2025 9:04:30 AM
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A SECTION
1
2
1
1
KEYNOTES:
1. FINISHED GRADE WHERE OCCURS
2. DO NOT EXCAVATE A TRENCH
CLOSER THAN A 45° ANGLE TO
BELOW BOTTOM FOOTING OR
FOUNDATION
3. BOTTOM OF CONCRETE FOOTING
4. BOTTOM OF TRENCH
NOTE:
A. DO NOT UNDERCUT EXISTING
FOOTINGS
B. NO PIPE OR OTHER UTILITIES SHALL
PASS THRU WALL FOOTINGS OR
UNDER COLUMN FOOTINGS
4
3
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETIALS.
5
2
KEYNOTES:
1. CONCRETE FOOTING
2. SLEEVE − PROVIDE 1/2" MINIMUM
CLEARANCE AROUND PIPE OR
CONDUIT
3. PIPE OR CONDUIT
4. CONCRETE FILL TO BE PLACED
BEFORE FOOTING IS POURED −
FORM SAME AS FOOTING AND
POUR FULL WIDTH OF PIPE TRENCH
5. STEM WALL
NOTE:
A. NO PIPE SHALL PASS THRU
FOOTING OR UNDER COLUMN
FOOTINGS. FOR TRENCHES
GREATER THAN 3’−6" BELOW
BOTTOM OF FOOTING, SEE PIPE
PASSING BELOW WALL FOOTING
DETAIL.
3'
-
0
"
M
A
X
8"
M
I
N
6"
M
I
N
8" MIN
1
3
4
5
1
2
4
3
A
KEYNOTES:
1. STEM WALL
2. CONCRETE FOOTING
3. 1’−6" MAXIMUM (WHERE TRENCH
EXCEEDS 1’−6" NOTIFY STRUCTURAL
ENGINEER PRIOR TO PLACEMENT
OF FOOTINGS)
4. BACKFILL AND RECOMPACT
TRENCH PER SOILS REPORT AND
SPECIFICATIONS
5. BOTTOM OF TRENCH
NOTE:
A. DO NO UNDERCUT EXISTING
FOOTINGS
B. NO PIPES OR OTHER UTILITES
SHALL PASS THRU WALL FOOTINGS
OR UNDER COLUMN FOOTINGS
11
-
3'
-
1
"
O
R
G
R
E
A
T
E
R
-2
3
4
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETIALS.
5
KEYNOTES:
1. WALL AS OCCURS, SEE PLAN
2. SIDEWALK, PAVEMENT, OR FINISH
GRADE PER ARCH
3. SLEEVE, 8"ØMAX, PROVIDE 1/2"
MINIMUM CLEARANCE AROUND
PIPE−CONDUIT
4. CONCRETE WALL
5. CONCRETE FOOTING
6. COMPACTED SUB−GRADE BELOW
FOOTING, SEE PLAN
7. PIPE OR CONDUIT
3
MI
N
1
'
-
0
"
4
5
1
2
7
6
NOTE:
A. NO PIPE SHALL PASS THROUGH
FOOTING OR UNDER COLUMN
FOOTINGS. FOR ADDITIOINAL
INFORMATION SEE PLANS AND
DETAILS
B. MULTIPLE PIPES/CONDUIT SLEEVES
ALLOWED PROVIDED SLEEVES ARE
SPACED W/ MINIMUM OF 2x SLEEVE
DIAMETER BETWEEN SLEEVES
C. SLEEVES SHALL NOT OCCUR
WITHIN 12" OF POINT LOADS OR
HOLDOWN ANCHORS
1
KEYNOTES:
1. SLOPED FINISHED GRADE
2. MINIMUM FOOTING DEPTH PER
G.S.N. (12" MINIMUM)
3. DEEPEN FOOTING AS REQUIRED TO
ACCOUNT FOR SLOPED GRADE
4. CONCRETE FOOTING
NOTE:
A. FOR ADDITIONAL INFORMATION,
SEE PLANS AND DETAILS
4
5'-0"
-
-2
3
KEYNOTES:
1. LAP − SEE G.S.N. FOR MASONRY
AND TYPICAL DETAIL FOR
CONCRETE
2. MAXIMUM 1/5 LAP BUT NOT MORE
THAN 6"
3. WIRE TIES
4. 1d (1" MINIMUM)
5. RADIUS = 3d FOR BARS NOT OVER
#8; 4d FOR #9, #10, AND #11 BARS; 5d
FOR #14 AND #18 BARS, 5d FOR ALL
GRADE 40 BARS WITH 180 DEGREE
HOOK
6. 4D (4" MINIMUM)
7. 12d (90 DEGREE HOOK)
8. 6d (4" MINIMUM)
9. 135 DEGREE BEND
10. BEND AROUND 1 1/2" PIN FOR #3
BARS. BEND AROUND 2" PIN FOR #4
BARS. BEND AROUND 2 1/2" PIN FOR
#5 BARS.
SPLICE DETAIL BAR CLEARANCE
BAR OFFSET
BEND & HOOK DETAILS
COLUMN TIES BEAM STIRRUPS
6 MIN
1
-
.
.
3
1 2
4
-
-
5
45°
55
5
7
-6
.8
9
10
.8
9
10
-8
6
"d""d"
"d"
1
KEYNOTES:
1. CORNER DOWELS TO MATCH
HORIZONTAL REINFORCEMENT
2. CONCRETE WALL WITH
REINFORCEMENT
3. LAP SPLICE PER TYPICAL STEEL
REINFORCING LAP SPICES IN
CONCRETE DETAIL
2
3
3
8
5
2
1
4
9
7
6
3
KEYNOTES:
1. SHEATHING MATERIAL
2. DOUBLE STUDS AT EACH END OF
SHEARWALL, EDGE NAIL ALONG
DOUBLE STUDS
3. FULL HEIGHT WOOD STUDS
4. BOTTOM PLATE ATTACHMENT
5. SIMPSON "STHD" TYPE HOLDOWN
6. MIDHEIGHT BLOCKING AND EDGE
NAILING REQUIRED
7. SIMPSON "PHD" TYPE HOLDOWN
8. FINISHED FLOOR
9. CONT 2x PT SOLE PLATE
KEYNOTES:
1. BOUNDARY NAILING 8d NAILS AT 4"
O.C.
2. 2x8 (MIN) CONT BEARING PLATE
ATTACH PER ATTACHMENT
SCHEDULE
3. TOE NAIL OVER−BUILD FRAMING TO
BEARING PLATE W/ (3) 16d NAILS
MIN
4. ROOF SHEATHING
5. 2x OVERBUILD FRAMING, SEE PLAN
6. TOP CHORD OF TRUSS OR ROOF
FRAMING MEMBER, SEE PLAN
7. 2x STUD PONY WALL AS OCCURS
ON PLAN (5’−0" O.C. MAX AND WALL
SHALL BE CENTERED BETWEEN
MAX SPAN)
8. ROOF SHEATHING (SHEATH LOWER
ROOF PRIOR TO CONSTRUCTION OF
OVER−BUILD)
9. PREFABRICATED OVER−BUILD ROOF
TRUSS W/ SIMPSON VTCR CLIP AT
24" O.C.
1
2
3 4 5
8
6
7
1
2 4
9
6
8
OPTION 1
OPTION 2
ROOF
SLOPE
<4:12
4:12 TO 7:12
7:12 TO 10:12
10:12 TO 12:12
PLATE
ATTACHMENT
(3) 16d NAILS
(5) 16d NAILS
(3) #10 x 3 1/2"
LONG SCREWS
(4) #10 x 3 1/2"
LONG SCREWS
ATTACHMENT SCHEDULE
KEYNOTES:
1. NAILS BETWEEN SPLICE LOCATION
PER SCHEDULE − STAGGERED
2. DBL 2x TOP PLATE
3. WOOD STUD WALL, SEE PLAN
4. SPLICE OVER STUD
5. SIMPSON ST6224 OR MCTC40 STRAP
AT LOCATIONS WHERE PLATES CAN
NOT BE SPLICED
NOTE:
A. DO NOT SPLICE TOP PLATES WITHIN
6’−0" OF ENDS OF PLYWOOD
SHEARWALLS. THIS DETAIL
REQUIRED AT ALL EXTERIOR WALLS
AND OVER SHEARWALLS − NOT
REQUIRED AT INTERIOR
NON−SHEARWALLS.
3
3
2
5
4 1
2
LENGTH OF WALL
(BETWEEN CORNERS)
OVER 20’
OVER 20’
6’−0"
4’−0"
NAILS ALONG
SPLICE LENGTH
(30) 16d
(24) 16d
SPLICE LENGTH
MINIMUM
SPLICE LENGTH PER SCHEDULE
KEYNOTES:
1. WOOD STUD WALL, SEE PLAN
2. WOOD HEADER
3. KING STUD(S) PER PLAN
4. (2) 16d NAILS AT 2" O.C.
5. 16d NAILS AT 12" O.C.
6. TRIMMER STUD(S) PER PLAN
2
5
6
13
5
4
KEYNOTES:
1. (2) 10d NAILS AT 8" O.C., EACH
SIDE, STAGGERED
2. (3) 10d NAILS AT 8" O.C., EACH
SIDE, STAGGERED
3. (2)1/4"Ø x 3 1/2" SDS AT 12" O.C.,
EACH SIDE, STAGGERED
4. (3)1/4"Ø x 3 1/2" SDS AT 12" O.C.,
EACH SIDE, STAGGERED
11 7/8" OR LESS 14" OR GREATER
2−PLY BEAM
3−PLY BEAM
11 7/8" OR LESS 14" OR GREATER
2
1
3
4
NOTE:
A. MINIMUM NAILING SPECIFIED
HEREIN SHALL BE PROVIDED
UNLESS NOTED OTHERWISE ON
PLANS, DETAILS OR GENERAL
STRUCTURAL NOTES
B. NAILING NOT NOTED ON THESE
PLANS OR DETAILS SHALL BE PER
I.B.C. TABLE 2304.10.1
(3) 8d COMMON (2 1/2" x 0.131")
(3) 3" x 0.131" NAILS (Gun Nail)
(3) 3" x 14 GAUGE STAPLES
(2) 8d COMMON (2 1/2" x 0.131")
(2) 3" x 0.131" NAILS (Gun Nail)
(2) 3" x 14 GAUGE STAPLES
16d (3 1/2" x 0.135") AT 16" O.C.
3" x 0.131" NAILS (Gun Nail) AT 8" O.C.
3" x 14 GAUGE STAPLES AT 12" O.C.
(2) 16d COMMON (3 1/2" x 0.162")
(3) 3" x 0.131" NAILS (Gun Nail)
(3) 3" x 14 GAUGE STAPLES
(2) 16d COMMON (3 1/2" x 0.162")
(3) 3" x 0.131" NAILS (Gun Nail)
(3) 3" x 14 GAUGE STAPLES
CONNECTION NAILING
JOIST OR TRUSS BEARING ON SILL OR GLIDER
BRIDGING TO JOIST
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
TOP PLATE TO STUD
16d (3 1/2" x 0.135") AT 24" O.C.
3" x 0.131" NAILS (Gun Nail) AT 8" O.C.
3" x 14 GAUGE STAPLES AT 8" O.C.
DOUBLE STUDS, FACE NAILING
16d (3 1/2" x 0.135") AT 16" O.C.
3" x 0.131" NAILS (Gun Nail) AT 12" O.C.
3" x 14 GAUGE STAPLES AT 12" O.C.
DOUBLE TOP PLATES
(8) 16d COMMON (3 1/2" x 0.162")
(12) 3" x 0.131" NAILS (Gun Nail)
(12) 3" x 14 GAUGE STAPLES
DOUBLE TO PLATES − LAP SPLICE
SOLE PLATE TO STUD
CEILING JOISTS, LAPS OVER PARTITIONS
CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL
RAFTER OR TRUSS TO PLATE
CEILING JOISTS TO PLATE
RIM JOIST TO TOP PLATE
CONTINUOUS HEADER TO STUD
BUILD−UP CORNER STUDS
CONTINUOUS HEADER, TWO PIECES
BLOCKING BETWEEN JOISTS OR RAFTERS
AND TOP PLATE
(3) 8d COMMON (2 1/2" x 0.131")
(3) 3" x 0.131" NAILS (Gun Nail)
(3) 3" x 14 GAUGE STAPLES
SIMPSON A35 AT EVER OTHER BLOCK
8d (2 1/2" x 0.131") AT 6" O.C.
3" x 0.131" NAILS (Gun Nail) AT 6" O.C.
3" x 14 GAUGE STAPLES AT 6" O.C.
16d COMMON (3 1/2" x 0.162")
(3) 8d COMMON (2 1/2" x 0.131")
(5) 3" x 0.131" NAILS (Gun Nail)
(5) 3" x 14 GAUGE STAPLES
(3) 16d COMMON (3 1/2" x 0.162")
(4) 3" x 0.131" NAILS (Gun Nail)
(4) 3" x 14 GAUGE STAPLES
(3) 16d COMMON (3 1/2" x 0.162")
(4) 3" x 0.131" NAILS (Gun Nail)
(4) 3" x 14 GAUGE STAPLES
(3) 8d COMMON (2 1/2" x 0.131")
(3) 3" x 0.131 NAILS (Gun Nail)
(3) 3" x 14 GAUGE STAPLES
(4) 8d COMMON (2 1/2" x 0.131")
16d COMMON (3 1/2" x 0.162") AT 24" O.C.
3" x 0.131" NAILS (Gun Nail) AT 16" O.C.
3" x 14 GAUGE STAPLES AT 16" O.C.
TOENAIL
−NA−
TOENAIL
FACE NAIL AT 16"
O.C. ALONG EDGED
TOENAIL
FACE NAIL
FACE NAIL
TOENAIL
TOENAIL
FACE NAIL
TOENAIL
TOENAIL EACH END
FACE NAIL
END NAIL
END NAIL
FACE NAIL
FACE NAIL
FACE NAIL
TYPE
USE SIMPSON A35 AT 48" O.C.−NA−
(2) 16d COMMON (3 1/2" x 0.162")
(3) 3" x 0.131" NAILS (Gun Nail)
(3) 3" x 14 GAUGE STAPLES
FACE NAIL
TOP PLATES, LAPS AND INTERSECTIONS
NOTE:
A. MINIMUM STAPLING SPECIFIED
HEREIN SHALL BE PROVIDED
UNLESS NOTED OTHERWISE ON
PLANS, DETAILS OR GENERAL
STRUCTURAL NOTES
16 GA STAPLE AT 12" O.C.
15 GA STAPLE AT 12" O.C.
14 GA STAPLE AT 12" O.C.
13 GA STAPLE AT 12" O.C.
16 GA STAPLE AT 4" O.C.
15 GA STAPLE AT 5" O.C.
14 GA STAPLE AT 6" O.C.
13 GA STAPLE AT 6" O.C.
16 GA STAPLE AT 2.5" O.C.
15 GA STAPLE AT 3" O.C.
14 GA STAPLE AT 4" O.C.
13 GA STAPLE AT 5" O.C.
15 GA STAPLE AT 2" O.C.
14 GA STAPLE AT 3" O.C.
13 GA STAPLE AT 4" O.C.
MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHING
SPECIFIED FASTENER ALTERNATE FASTENER
ALTERNATE FASTENER SCHEDULE
8d COMMON AT 12" O.C
8d COMMON AT 6" O.C
8d COMMON AT 4" O.C
8d COMMON AT 3" O.C
NOTES:
1. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16"
INCH OUTSIDE DIMENSION. AND INSTALLED WITH CROWN
PARALLEL TO THE LONG DIMENSION OF FRAMING MEMBER.
2. FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING IS
LESS THAN 3 INCHED ON CENTER
3. ALL STAPLES SHALL HAVE 1 1/2" LONG LEGS MINIMUM.
4. STAPLE SIZED AND SPACING PER REPORT NO.
ICC−ESR−1536
SCALE: NTST02TRENCH PARALLEL TO CONTINUOUS STRIP FOOTING
SCALE: NTST05PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCH
SCALE: NTST06PIPE PASSING BELOW WALL FOOTING IN DEEP TRENCH
SCALE: NTST07TYPICAL PIPE THROUGH STEM WALL
SCALE: NTST01TYPICAL DETAIL FOR FOUNDATION EMBEDMENT
SCALE: NTST03TYPICAL REINFORCING DETAILS
SCALE: NTST04TYPICAL CONCRETE CORNER
SCALE: NTST08ELEVATION - TYPICAL 1-STORY SHEARWALL
SCALE: NTST09TYPICAL OVER-BUILD
SCALE: NTST10ELEVATION - TYPICAL TOP PLATE SPLICE
SCALE: NTST11TYPICAL HEADER CONNECTION
SCALE: NTST12TYPICAL BUILD-UP BEAM DETAIL
SCALE: NTST13MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISE
SCALE: NTST14ALTERNATE SHEATHING STAPLE OPTION
Job Number:
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A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
Ridge Structural Engineering, LLC
1152 Bond Ave., Suite B
Rexburg, ID, 83440
TEL: (208)227-8404
7/22/2025 9:04:32 AM
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KEYNOTES:
1. WOOD STUD WALL, SEE PLAN
2. SHEARWALL SHEATHING, SEE PLAN
3. STRAP TYPE HOLDOWN
4. EDGE OF FOUNDATION
5. (25) SIMPSON SDS 1/4"x6" LONG WOOD
SCREWS, STAGGERED
6. SHEARWALL END POSTS (2 STUDS)
7. SHEARWALL EDGE NAILING
8. TRIMMER STUD TO SUPPORT
HEADER
9. BLOCK TO SUPPORT WINDOW SILL
10. BUILT−UP WOOD POST
-
1 1/2"
4 2
1
3
7
6
-
1 1/2"
4
2
1
3
7
6
7
2
4
4
2 3
1 9
7
6
4
2 3
1 8
7
6
4
-
3 1/8"
1
4
7
3 2
4
6 -
3 1/8"
10
4
7
3 2
4
6
7
15
5
(1) SHEARWALL
(1) STRAP HOLDOWN
AT EXTERIOR CORNER
(2) SHEARWALLS
(1) STRAP HOLDOWN
AT EXTERIOR CORNER
"STRAP" TYPE HOLDOWN
WINDOW JAMB
"STRAP" TYPE HOLDOWN
DOOR JAMB OR WALL END
(1) SHEARWALL
(1) STRAP HOLDOWN
AT RE−ENTRANT CORNER
(2) SHEARWALLS
(1) STRAP HOLDOWN
AT RE−ENTRANT CORNER
NOTE:
A. ALL CONDITIONS MAY NOT BE
SHOWN. FOR CONDITIONS NOT
SHOWN, USE THESE DETAILS AS A
GUIDE.
B. SOME LARGER HOLDOWNS
REQUIRE 6x6 POSTS, SEE PLANS
AND SCHEDULES.
C. WHERE MULTIPLE TRIMMER STUDS
OR KING STUDS OCCUR, MAKE
ADJUSTMENTS AS REQUIRED.
2
OPENING
WINDOW
OPENING
DOOR
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
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File:
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A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
Ridge Structural Engineering, LLC
1152 Bond Ave., Suite B
Rexburg, ID, 83440
TEL: (208)227-8404
7/22/2025 9:04:33 AM
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SCALE: NTST15STRAP TYPE HOLDOWNS / SHEARWALL END POSTS, PLAN VIEW - HOLDOWN LOCATIONS
07/22/2025
WF18
WF18WF18
WF18
WF18
WF18
WF
1
8
WF
1
8
/W1
/W1/W1
/
W1
/W1
/
W1
17'-1" 22'-3" 17'-1"
56'-5"
50
'
-
5
"
50
'
-
5
"
6'
-
1
0
1
/
4
"
1
4
'
-
2
3
/
4
"
14
'
-
0
"
1
4
'
-
0
"
101
S3.0
______________________
101
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______________________
101
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______________________
101
S3.0
______________________
102
S3.0
______________________
102
S3.0
______________________
104
S3.0
______________________103
S3.0
______________________104
S3.0
______________________103
S3.0
______________________
103
S3.0
______________________104
S3.0
______________________103
S3.0
______________________104
S3.0
______________________104
S3.0
______________________
104
S3.0
______________________103
S3.0
______________________104
S3.0
______________________104
S3.0
______________________103
S3.0
______________________
WF18WF18
7'
-
4
"
/
W1
W
F
1
8
WF
1
8
/
W1
5
5
5
5
5
5
5
5
5
5
5 5 5 5 5
7 7 7
5 5 5 55555
AA
AA
AA
NORTH
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
WF18 CONT 18" 10" (2) #4 CONT BOTTOM STRIP FOOTING
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. WF18, WF24, ETC. − AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE
FOR ADDITIONAL INFORMATION.
E. TYPICAL TOP OF FOOTING = 95’−9 3/4"
F. TYPICAL TOP OF WALL = 99’−9 3/4"
SCALE: 1/4" = 1'-0"
FOUNDATION PLAN
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
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.
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.
7 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 3" O.C.
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.
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
Ridge Structural Engineering, LLC
1152 Bond Ave., Suite B
Rexburg, ID, 83440
TEL: (208)227-8404
7/22/2025 9:04:33 AM
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HOLDOWN SCHEDULE
MARK HOLDOWN
SHEARWALL
END POST UNO
ON PLAN ALTERNATE HOLDOWN
ANCHOR
BOLT DIA.
A SIMPSON STHD10 (2) 2x STUDS HTT4 W/ (18) 0.148x1.5"
NAILS
5/8" (FOR
ALTERNATE)
07/22/2025
OPEN
TYPICAL FLOOR SHEATHING
APA RATED ROOF SHEATHING W/
NAILS AT O.C. AT PANEL EDGES AND
BOUNDARY AND AT O.C. IN THE FIELD.
3/4"10d
6"
12"
WJ1
WJ1
WJ1
B4 B4 B4
B4B4B4
B4 B4
101
S3.0
______________________
101
S3.0
______________________
101
S3.0
______________________
101
S3.0
______________________
102
S3.0
______________________
102
S3.0
______________________
104
S3.0
______________________103
S3.0
______________________103
S3.0
______________________104
S3.0
______________________
104
S3.0
______________________103
S3.0
______________________104
S3.0
______________________104
S3.0
______________________103
S3.0
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104
S3.0
______________________103
S3.0
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S3.0
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S3.0
______________________103
S3.0
______________________
WJ1WJ1
DB
L
DB
L
2 DBL
5
5
5
5
5
5
5
5
5
5
5 5 5 5 5
7 7 7
5 5 5 55555
NORTH
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 BEARING WALL FRAMING SHALL BE 2x4 STUDS AT
16" O.C. UNO.
E. B1, B2, ETC. − AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
F. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
G. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
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.
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.
7 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 3" O.C.
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.
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 1 3/4x 5 1/2 LVL
B2 (2) 2x8 OR 4x8 OR (2) 1 3/4x5 1/2 LVL
B3 (3) 2x10 OR 6x10 OR (3) 1 3/4x7 1/2 LVL
B4 (2) 1 3/4x11 7/8 LVL OR 3 1/2x11 7/8 LVL
B5 4x4 DF #1
KEYNOTES
2 CONTRACTOR TO COORDINATE CRAWL SPACE ACCESS
SCALE: 1/4" = 1'-0"
FLOOR FRAMING PLAN
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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& AS S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
Ridge Structural Engineering, LLC
1152 Bond Ave., Suite B
Rexburg, ID, 83440
TEL: (208)227-8404
7/22/2025 9:04:34 AM
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WOOD JOIST (WJ) SCHEDULE1
MARK WOOD JOIST
JOIST SPACING
(O.C.)
FACE MOUNT
HANGER
TOP FLANGE
HANGER
WJ1 11 7/8" TJI 210 1’−4" IUS2.06/11.88 ITS2.06/11.8
POST (P) SCHEDULE
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P2 4x4 DOUG FIR NO. 1 SEE DETAILS
07/22/2025
TYPICAL ROOF SHEATHING
APA RATED ROOF SHEATHING W/
NAILS AT O.C. AT PANEL EDGES AND
BOUNDARY AND AT O.C. IN THE FIELD.
19/32"8d
6"
12"
B1 B1 B1
B3 B3
B1 B1 B1
B3
B2
B2
B2
B4B1B3B1
B2
B2
B2
B3
5
5
5
5
5
5
5
5
5
5
5 5 5 5 5
7 7 7
OVERBUILD FRAMING
PER TYPICAL DETAIL
OVERBUILD FRAMING
PER TYPICAL DETAIL
201
S4.0
______________________
201
S4.0
______________________
201
S4.0
______________________202
S4.0
______________________202
S4.0
______________________
202
S4.0
______________________
201
S4.0
______________________
202
S4.0
______________________
B5
203
S4.0
______________________203
S4.0
______________________
1
205
S4.0
______________________205
S4.0
______________________
B5
B5
B5
B5
B5
1 1 1
GT
GT
OVERBUILD FRAMING
PER TYPICAL DETAIL
OVERBUILD FRAMING
PER TYPICAL DETAIL
GT
GT
P2 P2
P1 P1
P2 P2
3 3
5 5 5 55555
P1P1
204
S4.0
______________________
206
S4.0
______________________206
S4.0
______________________
204
S4.0
______________________
44
3
NORTH
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 1 3/4x 5 1/2 LVL
B2 (2) 2x8 OR 4x8 OR (2) 1 3/4x5 1/2 LVL
B3 (3) 2x10 OR 6x10 OR (3) 1 3/4x7 1/2 LVL
B4 (2) 1 3/4x11 7/8 LVL OR 3 1/2x11 7/8 LVL
B5 4x4 DF #1
KEYNOTES
1 KNEE BRACE AND BEAM FOR ROOF AWNING, SEE
CORRESPONDING DETAILS AND CORDINATE W/ THE
ARCH DRAWINGS
3 (2)2x6 SOLID BLOCKING UNDER GIRDER DOWN TO
HEADER BELOW
4 ATTACH GIRDER TRUSS TO DBL TOP PLATE W/ SIMPSON
HTS24 STRAP
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.
E. PROVIDE ONE TRIMMER STUD (TS) AND ONE KING STUD
(KS) AT ALL OPENINGS, U.N.O. 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. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1)
H2.5A CLIP, UNO.
J. PROVIDE BUILT−UP 2x POSTS BELOW EACH GIRDER
TRUSS, MATCH GIRDER TRUSS WIDTH, U.N.O.
K. OVERBUILD PONY WALLS (MAX 5’−0" SPACING FOR 2x6
OVERBUILD FRAMING AT 24" O.C. W/ SIMPSON LUS26
HANGER) PER "TYPICAL OVERBUILD" 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.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
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.
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.
7 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 3" O.C.
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.
SCALE: 1/4" = 1'-0"
ROOF FRAMING PLAN
Job Number:
Date:
Drawn By:
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& AS S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
Ridge Structural Engineering, LLC
1152 Bond Ave., Suite B
Rexburg, ID, 83440
TEL: (208)227-8404
7/22/2025 9:04:35 AM
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POST (P) SCHEDULE
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P2 4x4 DOUG FIR NO. 1 SEE DETAILS
07/22/2025
CL
R
3"
CLR
3"
CL
R
3"
CLR
3"
CL
R
3"
CLR
3"
MI
N
8"
1/2" CLR
CL
R
3"
CLR
3"
MI
N
8"
KEYNOTES:
1. WOOD JOIST W/ (2) 16d NAILS INTO DBL
TOP PLATE
2. CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3. WOOD STUD WALL, SEE PLAN
4. CONT 2x PT SOLE PLATE W/ 0.145"Ø
MIN SHOT PIN AT 32" O.C.
5. CONCRETE FOOTING, SEE PLAN
6. FINISH GRADE PER ARCH
7. COMPACTED SUB−GRADE BELOW
FOOTING, SEE PLAN
8. BOUNDARY NAILING, SEE PLAN
9. JOIST BLOCKING W/ (3) 16d NAILS
BETWEEN EACH JOIST INTO DBL TOP
PLATE
10. FLOOR SHEATHING, SEE PLAN
10
9
6
7
1 2
3
4
5
8
KEYNOTES:
1. WOOD JOIST W/ HANGERS
2. CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3. WALL BEYOND, SEE PLAN
4. CONT 2x PT SOLE PLATE W/ 0.145"Ø
MIN SHOT PIN AT 32" O.C.
5. CONCRETE FOOTING, SEE PLAN
6. FINISH GRADE PER ARCH
7. COMPACTED SUB−GRADE BELOW
FOOTING, SEE PLAN
8. BOUNDARY NAILING, SEE PLAN
9. WOOD BEAM, SEE PLAN
10. FLOOR SHEATHING, SEE PLAN
10
6
7
1 2
3
4
5
8
9
KEYNOTES:
1. WOOD STUD WALL, SEE PLAN
2. CONT 2x BOTTOM PLATE, ATTACH PER
SHEARWALL SCHEDULE
3. BOUNDARY NAILING, SEE PLAN
4. CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
5. FLOOR SHEATHING, SEE PLAN
6. WOOD JOIST W/ (2) 16d NAILS INTO DBL
TOP PLATE
7. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
8. CONCRETE WALL, SEE PLAN
9. CONT 2x PT SOLE PLATE W/ 0.145"ØMIN
SHOT PIN AT 32" O.C.
10. CONCRETE FOOTING, SEE PLAN
11. SIDEWALK, PAVEMENT, OR FINISH
GRADE PER ARCH
12. COMPACTED SUB−GRADE BELOW
FOOTING, SEE PLAN
13. MINIMUM FOOTING DEPTH, SEE GSN
14. EDGE NAILING, SEE SHEARWALL
SCHEDULE
15. WALL SHEATHING AS OCCURS, SEE
PLAN
16. CULTURED STONE (15 PSF MAX)
1
12
8
11
10
9
1
6
7
2
5
3 15
144
11
13
NOTE:
A. EXTEND WALL SHEATHING TO SOLE
PLATE, NO SPLICE IN WALL SHEATHING
BELOW BOTTOM PLATE
B. ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCH DRAWINGS
16
KEYNOTES:
1. WOOD STUD WALL, SEE PLAN
2. CONT 2x BOTTOM PLATE, ATTACH PER
SHEARWALL SCHEDULE
3. BOUNDARY NAILING, SEE PLAN
4. CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
5. FLOOR SHEATHING, SEE PLAN
6. WOOD JOIST, SEE PLAN
7. CONCRETE WALL, SEE PLAN
8. CONCRETE FOOTING, SEE PLAN
9. SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
10. COMPACTED SUB−GRADE BELOW
FOOTING, SEE PLAN
11. MINIMUM FOOTING DEPTH, SEE GSN
12. EDGE NAILING, SEE SHEARWALL
SCHEDULE
13. WALL SHEATHING AS OCCURS, SEE PLAN
14. STONE VENEER PER ARCH, ATTACH PER
GSN
1
10
9
8
7
6
2
5
3
13
12
4
9
11
NOTE:
A. EXTEND WALL SHEATHING TO SOLE
PLATE, NO SPLICE IN WALL SHEATHING
BELOW BOTTOM PLATE
B. ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCH DRAWINGS
14
SCALE: NTS103WOOD JOIST AT FOUNDATION
SCALE: NTS104WOOD JOIST AT FOUNDATION
SCALE: NTS101WOOD JOIST AT FOUNDATION
SCALE: NTS102WOOD JOIST AT FOUNDATION
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
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File:
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& AS S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
Ridge Structural Engineering, LLC
1152 Bond Ave., Suite B
Rexburg, ID, 83440
TEL: (208)227-8404
7/22/2025 9:04:35 AM
S3.0
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KEYNOTES:
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 2x BLOCKING BETWEEN
EACH TRUSS W/ A35 CLIP
7. BOUNDARY NAILING, SEE PLAN
8
6
4
1
2
3
5
NOTE:
A. 2x BLOCKING MAY BE OMITTED EVERY
THIRD BAY
B. COORDINATE ROOF VENTILATION
C. FASCIA PER ARCHITECTURAL DETAILS
7
KEYNOTES:
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. (2) 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
8
6
2
1
4
5
12
NOTE:
A. COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
7
MAX
2'-0"
7
3
10 9
14
913
11
KEYNOTES:
1. WOOD TRUSS, SEE PLAN
2. WOOD BEAM, SEE PLAN
3. 5/8"ØLAG SCREW W/ 6" MINIMUM
EMBEDMENT, COUNTERSINK AS NEEDED
4. NO SHEATHING SPLICE TO OCCUR IN THIS
AREA
5. (3) 8d NAILS AT EACH BLOCK
6. 2x6 BLOCKING AT 32" O.C., FIRST TRUSS
BAY MINIMUM
7. (2) 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. (3) 16d NAILS AT 24" O.C.
12. WOOD JOIST W/ HANGER, SEE PLAN
13. 2x BLOCKING W/ (3) 16d TOE−NAILS
BETWEEN EACH JOIST
14. CONT 2x LEDGER W/ (3) 16d NAILS AT 24"
O.C.
15. CONT DBL 2x TOP PLATE W/ LAP SPLICE
SEE TYPICAL DETAIL
16. WOOD STUD WALL, SEE PLAN
17. EDGE NAILING, SEE SHEARWALL
SCHEDULE
18. 2x4 x 8’−0" LONG AT 6’−0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
2
14
1
10
NOTE:
A. COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
6 7
510 9
MAX
2'-0"
4
9
7
8
1 11
12
9 913
17
15
16
18
KEYNOTES:
1. WOOD BEAM, SEE PLAN
2. (1) 1/2"Ø LAG SCREW W/ 5" MIN
EMBEDMENT INTO HORIZONTAL BRACE
3. WALL SHEATHING AS OCCURS, SEE
PLAN
4. 4x4 DF NO. 1 KNEE BRACE AT EACH
BEAM
5. WOOD POST, SEE PLAN
6. HGA10−KT CLIP
7. 4x4 DF NO. 1 HORIZONTAL BRACE AT
LOCATIONS SHOWN ON PLAN
8. 4x4 DF NO. 1 VERTICAL BRACE AT
LOCATIONS SHOWN ON PLAN
9. (1) 1/2"Ø LAG SCREW THROUGH WOOD
POSE AND VERTICAL BRACE W/ 5" MIN
EMBEDMENT INTO KNEE BRACE
10. (1) 1/2"Ø LAG SCREW THROUGH WOOD
POSE AND VERTICAL BRACE W/ 5" MIN
EMBEDMENT INTO HORIZONTAL BRACE
11. WALL BEYOND, SEE PLAN
9
1
5
2
NOTE:
A. SEE CORRESPONDING DETAILS FOR
ADDITIONAL INFORMATION
7
10
4
8
3
6
6
11
KEYNOTES:
1. BOUNDARY NAILING, SEE PLAN
2. ROOF SHEATHING, SEE PLAN
3. 2x4 AT 4’−0" O.C. W/ (2) 16d NAILS AT EACH
TRUSS
4. WOOD GIRDER TRUSS, SEE PLAN
5. 2x BLOCKING BETWEEN EACH TRUSS W/
(3) 16d NAILS AT EACH BLOCK
6. WOOD TRUSS W/ HANGER, SEE PLAN
7. WOOD TRUSS, SEE PLAN
8. OVER−BUILD 2x FRAMING W/ HANGER,
SEE PLAN
3
6
1
7
2
8
1
5
4
KEYNOTES:
1. OVERBUILD 2x FRAMING, SEE PLAN
2. ROOF SHEATHING, SEE PLAN
3. 2x BLOCKING W/ (4) 16d NAILS BETWEEN
EACH TRUSS
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. WOOD TRUSS W/ A35 CLIP BETWEEN EACH
TRUSS, SEE PLAN
9. 2x BLOCKING BETWEEN EACH JOIST W/
LTP4 CLIP TO TRUSS
10. BOUNDARY NAILING, SEE PLAN
11. WOOD STUD WALL, SEE PLAN
6
4
2
1
2
9
10
3
5
MAX
1'-6"
11
8
7
7
10
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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OF
& AS S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
Ridge Structural Engineering, LLC
1152 Bond Ave., Suite B
Rexburg, ID, 83440
TEL: (208)227-8404
7/22/2025 9:04:35 AM
S4.0
RO
O
F
F
R
A
M
I
N
G
D
E
T
A
I
L
S
25.161
SC
H
I
E
S
S
O
F
F
I
C
E
B
U
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L
D
I
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G
07/11/2025
SD
KBB
RE
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B
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R
G
,
I
D
25.161
SCALE: NTS201WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS202WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS203WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS205KNEE BRACE AT WOOD STUD WALL
SCALE: NTS204WOOD TRUSS AT WOOD GIRDER TRUSS
SCALE: NTS206WOOD TRUSS AT WOOD STUD WALL
07/22/2025
OF
FILE:
DRAWING NO.
S:
\
J
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b
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\
2
5
\
2
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1
1
0
S
c
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3
0
,
2
0
2
5
-
1
:
3
4
p
m
DRAWN BY:JOB NO:
DATE:
SR
PLOT DATE:
REVISION:
CHECKED BY:
5-12-25
DH
1071
OCT. 2025
Engineered
Systems
Associates
Pr
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t
:
Dr
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T
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l
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:
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S
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&A S S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
CON
S
T
R
U
C
T
I
O
N
DRA
W
I
N
G
PRE
L
I
M
I
N
A
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Y
NOT
F
O
R
-
P1.0
WA
S
T
E
&
V
E
N
T
P
I
P
I
N
G
F
L
O
O
R
P
L
A
N
PLAN NOTES:
SEE CIVIL SITE PLAN FOR CONTINUATION OF 4" SANITARY SEWER
MAIN.
INSTALL PLUMBING VENT THRU ROOF NEAR PEAK OF SHINGLED
ROOF IN LOCATION SHOWN.
DROP 3/4" CONDENSATE DRAIN TO NEAR FLOOR LEVEL AND RUN
TO FLOOR DRAIN. TERMINATE WITH DOWNTURNED 90 DEGREE
ELBOW WITH AIR GAP. ROUTE PIPING AWAY FROM FOOT
TRAFFIC AS MUCH AS POSSIBLE.
DROP 3/4" CONDENSATE DRAIN AND RUN TO FLOOR MOUNTED
JANITOR SINK. TERMINATE WITH DOWNTURNED 90 DEGREE
ELBOW WITH AIR GAP. ROUTE PIPING AWAY FROM FOOT
TRAFFIC AS MUCH AS POSSIBLE.
1
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
LP GAS PIPINGG
DOMESTIC HOT WATER PIPING
DOMESTIC COLD WATER PIPING
CONDENSATE DRAIN PIPINGCD
HOT WATER RECIRC. PIPING
NEW AND EXISTING
POINT OF CONNECTION BETWEEN
2
PRV
WASTE & VENT PIPING FLOOR PLAN
NorthSCALE: 1/4" = 1'-0"
WC-1
WC-1FD-1
U-1L-1
L-1U-1
FD-1
S-1
RB-1
S-1
JS-1
JS-1
FD-1
WH-1
WH-1
FD-1
2" C.O. IN
CRAWL SPACE
4" C.O. IN
CRAWL SPACE
MIN. INV.
4" COTG
97'-0"
1
4" VTR
2" VTR
2
2
2" V.
3"
2"
2"2"
3"
4"
2"
2"2"2"
2"2"2"2"
3"
3"
3"
4"2"2"2"
4"
4"
4"
4"
4"
2" V. (TYP.)
2" V. (TYP.)
2" WCO
2" WCO
OFFICE
6
ADA
RESTROOM
4
MECH.
5
OFFICE
2
OFFICE
7
LOBBY
8
OFFICE
1
OFFICE
11
LOBBY
18
BREAK ROOM
14
OFFICE
17
OFFICE
16
ADA
RESTROOM
13
MECH.
12
OFFICE
15
BREAK ROOM
3
SUITE BSUITE A
2"2"1/2"1/2"JS-1
WH-1
------2"2"2" FLOOR DRAIN WITH TRAP SEAL - ZURN Z-415B WITH
5"Ø NICKEL-BRONZE STRAINER AND 2" DEEP SEAL
P-TRAP WITH TRAP SEAL, SEE DETAIL ON THIS SHEET
FD-1
1-1/2"1-1/2"1/2"1/2"L-1
COLD
FIXTURE SCHEDULE
DESCRIPTIONSYM.HOT WASTE VENT
CIRCULATING PUMP - GRUNDFOS MODEL UP15-10B7
BRONZE PUMP WITH 3/4" FLANGES (2 GPM @ 5' OF HEAD)
120/60/1
3/4"---------
HWRC
RP-1
ICE MAKER BOX - GUY GRAY MODEL 88178 BOX
COMPLETE WITH 1/2" TO 3/8" CW CONNECTION AND
SHUT-OFF VALVE AND WATER HAMMER ARRESTOR.
1/2"---------RB-1
1-1/2"1-1/2"1/2"1/2"S-1 SINGLE COMPARTMENT SINK - ELKAY MODEL LR-2219
STAINLESS STEEL SINK WITH MOEN 7425 SINGLE LEVER
HANDLE FAUCET, (1) LK-99 HEAVY DUTY STRAINER, AND 1/2"
STOPS.
FLOOR MOUNTED SERVICE SINK - KOHLER K-6710
"WHITBY" W/ K-8940 WIRE RIM GUARD, K-8928 FAUCET
ASSEMBLY & K-9142 STRAINER & DEEP SEAL P-TRAP.
5'-0" HOSE & HOSE CLAMP
3/4"3/4"------WATER HEATER - A.O. SMITH MODEL E6-40H45DV WITH
40 GALLON CAPACITY, (2) 4.5 KW NON- SIMILTANEOUS
ELEMENTS (240/60/1), 3/4" SUPPLIES AND T&P RELIEF
VALVE, AMTROL ST-5 EXPANSION TANK, HEAT TRAP
NIPPLES AND SYMMONS 7-200 MIXING VALVE. SEE
DETAIL ON THIS SHEET
2"---3/4"2"U-1 ADA WALL MOUNTED URINAL - KOHLER K-4989-T
"FRESHMAN" WITH WALL CARRIER & SLOAN REGAL
FLUSH VALVE. MOUNT AT ADA LEVEL.
ADA TANK TYPE WATER CLOSET - KOHLER K-3493
"HIGHLINE" W/ ELONGATED BOWL, K-4670-C WHITE OPEN
FRONT SEAT, BOLT CAPS AND 1/2" STOP VALVE. RIGHT
OR LEFT HAND FLUSH LEVER SO LEVER IS ON OPEN
SIDE OF ACCESSIBLE STALLS.
1/2"---4"2"WC-1
ADA COUNTERTOP LAVATORY - KOHLER MODEL K-2905-4
SELF-RIMMING "FARMINGTON" WITH SLOAN EBF-85
OPTIMA BATTERY FAUCET, K-7715 OPEN GRID STRAINER,
1/2" BALL STOPS AND 1-1/4" P-TRAP WITH INSULATION KIT
ON DRAIN & HW
---3/4"------HB-1 EXTERIOR HOSE BIBB - WOODFORD MODEL B65
FREEZE-PROOF HOSE BIBB WITH RECESSED BOX AND
REMOVABLE KEY. LENGTH TO MATCH WALL THICKNESS
2" C.O. IN
CRAWL SPACE
2"
2" V. & WCO
1
F
2
F
CD
CD
3
4
4
3
3/4"
3/4"
OF
FILE:
DRAWING NO.
S:
\
J
o
b
s
\
2
5
\
2
5
1
1
0
S
c
h
i
e
s
s
2
.
0
H
e
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r
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F
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r
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\
C
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\
2
5
1
1
0
P
1
.
1
.
d
w
g
O
c
t
3
0
,
2
0
2
5
-
1
:
3
4
p
m
DRAWN BY:JOB NO:
DATE:
SR
PLOT DATE:
REVISION:
CHECKED BY:
5-12-25
DH
1071
OCT. 2025
Engineered
Systems
Associates
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
RE
X
B
U
R
G
,
ID
A
H
O
SC
H
E
I
S
S
2
.
0
H
E
N
R
Y
'
S
F
O
R
K
&A S S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
CON
S
T
R
U
C
T
I
O
N
DRA
W
I
N
G
PRE
L
I
M
I
N
A
R
Y
NOT
F
O
R
-
P1.1
WA
T
E
R
A
N
D
G
A
S
P
I
P
I
N
G
F
L
O
O
R
P
L
A
N
PLAN NOTES:
SEE CIVIL SITE PLAN FOR CONTINUATION OF 1-1/4" DOMESTIC CW
MAIN.
CAPPED 1" LANDSCAPE WATER STUB. REFER TO WATER
PRESSURE REDUCING STATION DETAIL ON SHEET P2.0.
GAS METER BY LOCAL GAS COMPANY. REFER TO GAS LOAD
SUMMARY ON THIS SHEET FOR PRESSURE AND BTU TOTAL
LOADS.
RISE 1-1/4" DOMESTIC WATER MAIN UP THRU FLOOR INTO
MECHANICAL ROOM TO SERVE WATER PRESSURE REDUCING
STATION. SEE DETAIL ON SHEET P2.0.
RISE 1" DOMESTIC WATER MAIN UP THRU FLOOR INTO
MECHANICAL ROOM TO SERVE WATER METER FOR SUITE B.
DROP 1" CW MAIN THRU MECH. FLOOR INTO CRAWL SPACE
BELOW TO SERVE FIXTURES IN SUITE B.
RISE GAS LINE UP THRU MECH. ROOM FLOOR AND CONNECT 3/4"
(0.5 PSI) GAS LINE TO FURNACE COMPLETE WITH SHUT-OFF
VALVE, FLEXIBLE CONNECTION AND DIRT LEG.
1
2
PRV
WASTE & VENT PIPING FLOOR PLAN
NorthSCALE: 1/4" = 1'-0"
WC
-
1
WC-1FD-1
U-1L-1
L-1
U-
1
FD
-
1
S-1
RB-1
S-1
JS-1
JS-1
FD-1
WH-1
WH-1
FD-1
OFFICE
6
ADA
RESTROOM
4
MECH.
5
OFFICE
2
OFFICE
7
LOBBY
8
OFFICE
1
OFFICE
11
LOBBY
18
BREAK ROOM
14
OFFICE
17
OFFICE
16
ADA
RESTROOM
13
MECH.
12
OFFICE
15
BREAK ROOM
3
SUITE BSUITE A
3
HB-1
2
1
4
4
DROP DN. TO CRAWL SPACE
DROP DN. TO 60" BELOW GRADE
G G G G G
G
G
G
1
F
2
F
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1"1"
1"
1"
1"
5
5
6
6
1"
3/4"
1"
3/4"
3/4"3/4"
3/4"
1"
1/2"1/2"
3/4"
RP-1
3/4"
1/2"3/4"3/4"1"
1"
1"
RP-1
3/4"3/4"3/4"
3/4"
3/4"3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
7
7
7
3 3
GAS LOAD SUMMARY
UNIT SYMBOL BTU INPUT GAS PIPE SIZES TO UNIT
1
F 66,000 3/4" (0.5 PSI) GAS LINE TO UNIT.
GAS PIPING SIZED AS PER 2021 IFGC SECTION 402.3 USING THE LONGEST LENGTH METHOD USING 20'-0"
EQUIVALENT LENGTH.
CONNECT TO UNIT WITH 3/4" (0.5 PSI) GAS LINE.
66,000 BTU TOTAL LOAD
2
F 66,000 3/4" (0.5 PSI) GAS LINE TO UNIT.
CONNECT TO UNIT WITH 3/4" (0.5 PSI) GAS LINE.
66,000 BTU TOTAL LOAD
GAS PIPING SIZED AS PER 2021 IFGC SECTION 402.3 USING THE LONGEST LENGTH METHOD USING 60'-0"
EQUIVALENT LENGTH.
SUITE A
SUITE B
NOTE:
ALL DOMESTIC COLD AND HOT WATER PIPING TO BE
INSTALLED AS HIGH AS POSSIBLE IN CRAWL SPACE
UNLESS NOTED OTHERWISE ON PLAN. NO WATER PIPING
ALLOWED IN COLD ATTIC SPACE OR EXTERIOR WALLS
OUTSIDE OF INSULATION ENVELOPE.
OF
FILE:
DRAWING NO.
S:
\
J
o
b
s
\
2
5
\
2
5
1
1
0
S
c
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i
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2
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H
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2
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1
1
0
P
2
.
0
.
d
w
g
O
c
t
3
0
,
2
0
2
5
-
1
:
3
4
p
m
DRAWN BY:JOB NO:
DATE:
SR
PLOT DATE:
REVISION:
CHECKED BY:
5-12-25
DH
1071
OCT. 2025
Engineered
Systems
Associates
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
RE
X
B
U
R
G
,
ID
A
H
O
SC
H
E
I
S
S
2
.
0
H
E
N
R
Y
'
S
F
O
R
K
&A S S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
CON
S
T
R
U
C
T
I
O
N
DRA
W
I
N
G
PRE
L
I
M
I
N
A
R
Y
NOT
F
O
R
-
P2.0
PL
U
M
B
I
N
G
D
E
T
A
I
L
S
NO SCALE
WATER PRESSURE REDUCING STATION DETAIL
(TYPICAL)
BALL VALVE
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
1'-0" MINIMUM
CLEARANCE
REDUCED PRESSURE
BACKFLOW PREVENTER
DRAIN
VALVE
1" CW LINE OUT FOR
SPRINKLER SYSTEM
1-1/4" WATER SUPPLY
TO BUILDING
WATER
METER
REMOTE READOUT
DEVICE FOR METER
DOUBLE CHECK VALVE
BACKFLOW PREVENTER WITH
BALL VALVES AND STRAINER
PIPE TO NEAREST
FLOOR DRAIN
1-1/4"
1" TO SERVE SUITE B
1" TO SERVE SUITE A
3/4" TO HOSE BIBB
MECH. ROOM FLOOR
LABEL EACH VALVE
WATER HEATER PIPING DETAIL
NO SCALE
R
3/4"
WATER HEATER ANCHOR
RECIRC. PUMP
AQUASTAT
COLD WATER LINE
HOT WATER LINE
DIELECTRIC UNION (TYP)
HEAT TRAP FITTING
MTHERMOMETER
DRAIN VALVE W/ THREADED
HOSE CONNECTION
PIPE FULL SIZE
TO FLOOR DRAIN T&P RELIEF VALVE SIZED
TO MATCH WATER
HEATER
AMTROL ST-5
EXPANSION TANK
ELECTRIC
WATER HEATER
MIXING VALVE FOR
TEMPERED WATER
BALL VALVE
(TYPICAL)
HOT WATER
RECIRC
EXTERIOR HOSE BIBB DETAIL
NO SCALE
FLOOR
VALVE HOUSING
REMOVABLE KEY
GRADE
GROUT AROUND
BIBB IN WALL
EXTERIOR WALL
3/4" HOSE CONNECTION
WITH ANTI-SIPHON
VACUUM BREAKER
ADJUSTABLE
CLAMP
SECURE PIPE TO
WALL STUD AT RISE
WITH PIPE CLAMP
3/4" COLD WATER
LINE DOWN IN WALL
12" MIN.
24" MAX.
SERVICE SINK INSTALLATION DETAIL
NO SCALE
2" VENT
WALL
2" DRAIN LINE P-TRAP
FLOOR
WALL CLEAN OUT
WHERE CALLED OUT
SEAL ALL AROUND WITH
SILICONE CAULKING
GROUT SINK IN PLACE
AND SET LEVEL
FLOOR MOUNTED
SERVICE SINK
CLEAN OUT DETAILS
NO SCALE
CLEANOUT TO GRADE (COTG)
WASTE LINE
FINISH GRADE
1'-0"
WALL CLEANOUT (WCO)
1/8 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.
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 BEND
6"
V
E
R
T
I
C
A
L
GAS LINE CONNECTION DETAIL
NO SCALE
3/4"
DROP FROM
MAIN. SEE
PLAN FOR SIZE
MANUAL MAIN
SHUT-OFF VALVEGROUND JOINT
UNION
EQUIPMENT
CASING
FLEXIBLE GAS
CONNECTOR.
18" MAX.
DRIP LEG SAME
SIZE AS DROP
NO SCALE
DX COIL CONDENSATE DRAIN DETAIL
3/4" MIN. SIZE
3"
'
M
I
N
.
1/
2
"
DX COOLING COIL
NOTE:
MANUFACTURED
'EZTRAP' IS ACCEPTABLE.
VACUUM BREAKER
OPEN TO ATMOSPHERE
RUN TO DRAIN
SLOPE AT 1/4"/FT.
HOSE CLAMP
TYPICAL
3/4" I.D. CLEAR
FLEXIBLE HOSE
TRAP SEAL INSTALLATION DETAIL
NO SCALE
FLOOR DRAIN
TRAP SEAL INSTALL AS PER
MANUFACTURERS INSTALLATION
INSTRUCTIONS. CAN BE
INSTALLED IN EXTRA HEAVY CAST
IRON SOIL PIPE, HUBLESS CAST
IRON SOIL PIPE, PVC DRAIN,
WASTE AND VENT PIPE. PVC
SCHEDULE 40 PIPE AND SERVICE
CAST IRON SOIL PIPE.
ALIGN TRAP SEAL FITTING WITH
CENTER OF DRAIN ASSEMBLY AND
PUSH INTO BOTTOM OF DRAIN
BODY OR OUTLET PIPING UNTIL
THE UNDERSIDE OF THE BARRIER
TRAP IS FLUSH WITH BOTTOM OF
DRAIN OR TOP OF THE PIPE.
FLOOR
WASTE PIPE
3/4" TO WH-1
SERVING SUITE A
FOR AREA OR FIXTURE
SERVED
3/4"
1"
1-1/4"
1-1/4"
OF
FILE:
DRAWING NO.
S:
\
J
o
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s
\
2
5
\
2
5
1
1
0
S
c
h
i
e
s
s
2
.
0
H
e
n
r
y
F
o
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k
\
C
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\
2
5
1
1
0
M
1
.
0
.
d
w
g
O
c
t
3
0
,
2
0
2
5
-
1
:
3
4
p
m
DRAWN BY:JOB NO:
DATE:
SR
PLOT DATE:
REVISION:
CHECKED BY:
5-12-25
DH
1071
OCT. 2025
Engineered
Systems
Associates
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
RE
X
B
U
R
G
,
ID
A
H
O
SC
H
E
I
S
S
2
.
0
H
E
N
R
Y
'
S
F
O
R
K
&A S S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
CON
S
T
R
U
C
T
I
O
N
DRA
W
I
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G
PRE
L
I
M
I
N
A
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Y
NOT
F
O
R
-
M1.0
CR
A
W
L
S
P
A
C
E
M
E
C
H
A
N
I
C
A
L
P
L
A
N
PLAN NOTES:
INSTALL CRAWL SPACE FAN AS HIGH AS POSSIBLE FROM FLOOR
JOISTS IN CRAWL SPACE. LEAVE FAN INLET OPEN TO CRAWL
SPACE AND RUN 4"Ø PVC EXHAUST DUCT UP IN PLUMBING WALL
ABOVE TO ROOF. SEE SHEET M1.1 FOR CONTINUATION OF DUCT
ABOVE.
INSTALL HUMIDISTAT SENSOR ON PONY WALL IN LOCATION
SHOWN AND INTERLOCK WITH CRAWL SPACE EXHAUST FAN.
1
2
PRV
CRAWL SPACE MECHANICAL PLAN
NorthSCALE: 1/4" = 1'-0"
OFFICE
6
ADA
RESTROOM
4
MECH.
5
OFFICE
2
OFFICE
7
LOBBY
8
OFFICE
1
OFFICE
11
LOBBY
18
BREAK ROOM
14
OFFICE
17
OFFICE
16ADA
RESTROOM
13
MECH.
12
OFFICE
15
BREAK ROOM
3
SUITE BSUITE A
1
F
2
F
FG-1
125
S-1
80
FG-1
115
FG-1
120
FG-1
120
FG-1
140
FG-1
130
FG-1
125
FG-1
125
FG-1
120
FG-1
115
FG-1
110
FG-1
125
FG-1
120
FG-1
135
FG-1
135
FG-1
140
FG-1
125
S-1
70
1
CU
2
CU
GAS METER
FG-1
125
14
x
1
4
S
A
8"Ø SA
HD
8"Ø SA
HD
8"Ø SA
HD
8"Ø SA
HD
HD
6"Ø SA
HD
8"Ø SA
8"Ø SA
HD
8"Ø SA
HD
HD
8"Ø SA
HD
8"Ø SA
12
x
1
0
S
A
14x14 SA
12
x
1
0
S
A
HD
HD
HD
8"Ø SA
HD
HD
8"Ø SA
6"Ø SA
8"Ø SA
HD
HD
8"Ø SA
8"Ø SA
HD
HD
8"Ø SA
8"Ø SA
HD
12
x
1
0
S
A
8"Ø SA
8"Ø SA
1
CF
4"Ø PVC EXHAUST
S
1
2
ALL SUPPLY AIR DUCTWORK TO BE LOCATED AS HIGH
AS POSSIBLE IN CRAWL SPACE. COORDINATE WITH
OTHER TRADES TO AVOID CONFLICTS.
NOTE:
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
CEILING RETURN AIR GRILLE
HD HAND BALANCING DAMPER
DX COOLING COIL
GAS FIRED FURNACE WITH
CONDENSING UNIT
AIR COOLED
ELECTRONIC SENSORS
OF
FILE:
DRAWING NO.
S:
\
J
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b
s
\
2
5
\
2
5
1
1
0
S
c
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2
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0
H
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F
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2
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1
1
0
M
1
.
1
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d
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t
3
0
,
2
0
2
5
-
1
:
3
5
p
m
DRAWN BY:JOB NO:
DATE:
SR
PLOT DATE:
REVISION:
CHECKED BY:
5-12-25
DH
1071
OCT. 2025
Engineered
Systems
Associates
Pr
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&A S S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
CON
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-
M1.1
ME
C
H
A
N
I
C
A
L
F
L
O
O
R
P
L
A
N
PLAN NOTES:
RISE (2) 3"Ø FLUES UP THRU ROOF TO VERTICAL VENT
TERMINATION ASSEMBLY. SEE DETAIL ON SHEET M2.0.
INSTALL CONDENSING UNITS ON 4" THICK CONCRETE
HOUSEKEEPING PAD (BY GENERAL CONTRACTOR) WITH 4"x4"x1"
THICK NEOPRENE ISOLATION PADS.
PAINT EXPOSED REFRIGERANT PIPING INSULATION COVER WITH
2 COATS OF UV RESISTANT EPOXY PAINT TO MATCH COLOR OF
BUILDING.
DROP 10x4 OA DUCT DOWN THRU CEILING OF MECHANICAL
ROOM AND CONNECT TO 14x14 RETURN AIR DUCT NEAR TOP OF
FURNACE. INSTALL MOTORIZED DAMPER, ACCESS PANEL, AND
HAND DAMPER IN 10x4 OA DUCT. BALANCE HAND DAMPER TO
CFM SHOWN ON FURNACE SCHEDULE. INTERLOCK MOTORIZED
DAMPER WITH FURNACE OPERATION.
RUN REFRIGERANT PIPING IN ATTIC SPACE. COORDINATE WITH
OTHER TRADES TO AVOID CONFLICTS.
RISE 4"Ø PVC EXHAUST VENT FROM CRAWL SPACE UP THRU
ROOF TO GOOSENECK ASSEMBLY WITH INSECT SCREEN OVER
OPENING IN PIPE. PAINT PVC PIPE TO MATCH ROOF COLOR.
FLASH AND SEAL ROOF PENETRATION WEATHERTIGHT.
1
2
PRV
MECHANICAL FLOOR PLAN
NorthSCALE: 1/4" = 1'-0"
OFFICE
6
ADA
RESTROOM
4
MECH.
5
OFFICE
2
OFFICE
7
LOBBY
8
OFFICE
1
OFFICE
11
LOBBY
18
BREAK ROOM
14
OFFICE
17
OFFICE
16
ADA
RESTROOM
13
MECH.
12
OFFICE
15
BREAK ROOM
3
SUITE BSUITE A
3
1
F
2
F
SG-1
SG-1 SG-1 SG-1 SG-1SG-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-2 R-2
1
EH 3
EF
1
EF
5
EF
6
EF
2
EF
4
EF
10
x
4
E
A
10
x
4
E
A
10
x
4
E
A
10
x
4
E
A
10
x
4
E
A
10
x
4
E
A
10
x
4
E
A
FG-1
125
S-1
80
FG-1
115
FG-1
120
FG-1
120
FG-1
140
FG-1
130
FG-1
125
FG-1
125
FG-1
120
14x14 RA
14
x
1
4
R
A
9"Ø RA
8"Ø RA
14
x
1
0
R
A
8"Ø RA
8"Ø RA
10"Ø RA
8"Ø RA
14x14 RA
FG-1
115
FG-1
110
FG-1
125
FG-1
120
FG-1
135
FG-1
135
FG-1
140
FG-1
125
FG-1
125
S-1
70
8"Ø RA
8"
Ø
R
A
8"
Ø
R
A
10
"
Ø
R
A
10
"
Ø
R
A
10
"
Ø
R
A
8"Ø RA8"Ø RA
M
10x4 OA 10x4 OA
SG-1
1
1
L LLLLLLSSSSSSS
S S SLLL
S
S
S
S
L
L
L
L
1
CU
2
CU
2
2
3
GAS METER
M
SG-1
10x4 OA
ALL RETURN AIR AND OUTSIDE AIR DUCTWORK
LOCATED IN COLD ATTIC SPACE TO BE WRAPPED
WITH 1-1/2" THICK EXTERNAL DUCTWRAP.
NOTE:
4
4
4
G
SL
NO SCALE
GAS PIPING
REFR. PIPING
FLEX CONNECTION
3/4" CD
FLOOR
TO FLOOR DRAIN
RETURN DUCT
SUPPLY AIR DUCT
TYPICAL DOWN FLOW FURNACE ELEV.
ON ROOF. SEE DETAIL ON THIS SHEET
1
F
FLUES TO VERTICAL VENT TERMINATION
5
5
5
5
5
4"Ø PVC EXHAUST
6
6
TF-1
TF-2
OF
FILE:
DRAWING NO.
S:
\
J
o
b
s
\
2
5
\
2
5
1
1
0
S
c
h
i
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s
s
2
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0
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1
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0
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2
.
0
.
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O
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3
0
,
2
0
2
5
-
1
:
3
5
p
m
DRAWN BY:JOB NO:
DATE:
SR
PLOT DATE:
REVISION:
CHECKED BY:
5-12-25
DH
1071
OCT. 2025
Engineered
Systems
Associates
Pr
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t
:
Dr
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:
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2
.
0
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'
S
F
O
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&A S S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
CON
S
T
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C
T
I
O
N
DRA
W
I
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PRE
L
I
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I
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A
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NOT
F
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-
M2.0
ME
C
H
A
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I
C
A
L
D
E
T
A
I
L
S
&
S
C
H
E
D
U
L
E
S
DAMPER
BACK-DRAFT
EXHAUST FANCEILING
CABINET
INSULATED
SIZE)
(SEE PLAN FOR
EXHAUST DUCT.
ROOF
SG-1
EXHAUST FAN DETAIL
NO SCALE
NO SCALE
CONCENTRIC VENT TERMINATION DETAIL
APPROX. 6"
SCREW SLEEVE SECURELY
TO 2x4 BRACING. SCREW
HEAD TO BE INSTALLED
INSIDE OF SLEEVE
(TYPICAL OF 4)
ROOF
FLASHING
ACCUMULATION
18" MINIMUM ABOVE
AVERAGE SNOW
INTAKE
EXHAUST
CLAMP
SHEET METAL STRAP
20 GA GALVANIZED
SLEEVE. ALLOW
PIPING TO MOVE
20 GA GALVANIZED
FREELY THRU SLEEVE
INTAKEEXHAUST
AIR
SUPPLY
20 GA. GALVANIZED SHEET METAL BOOT
ANCHOR BOOT FLANGE TO BOOT W/ SHEET METAL SCREWS
AIR DUCT
TAPE ALL AROUND JOINT, TO BE AS PER SPECIFICATIONS
1-1/2" BOOT FLANGE FLOOR
SUPPORT DUCT 4' O.C. FROM STRUCTURE
MAIN TRUNK DUCT
FLEX DUCT
TJI FLOOR JOIST
BOOT
BY MECH. CONT.
1/2" INSULATION
4"
NO SCALE
UNDERFLOOR DUCT & BOOT CONNECTION DETAIL
AIR
FLOW
FAN UNIT
FLEX CONNECTION
DO NOT BLOCK FILTER ACCESS WITH
CONDUIT, THREADED ROD, OR
CONDENSATE DRAINS,
RETURN DUCT. TRANSITION TO
FILTER SIZE LISTED ON FAN
UNIT SCHEDULE.
HINGE FULL TO BE
LENGTH OF DOOR
EXTERNAL FILTER SECTION DETAIL
NO SCALE
NOTE: EXTERNAL FILTER SECTION
MUST BE CONSTRUCTED TO
ACCOMMODATE STANDARD FILTER
SIZE. SEE FAN UNIT SCHEDULE SHEET
FOR SYSTEM FILTER SIZE.
1" TRACK ON
EACH SIDE
SASH LOCK
TYP. OF 2
DOWN FLOW CONFIGURATION
1/8" THICK
NOEPRENE GASKET
REFRIGERANT PIPING DIAGRAM
FILTER
DRYER
NO SCALE
SIGHT GLASS
WALL ANCHOR
EXPANSION VALVE
L
UNIT
CONDENSING
S
FURNACE
COIL SECTION
3/4" CD TO
FLOOR DRAIN
PIPE SUPPORT AT
RISE AND 8'-0"
MAXIMUM SPACING
ISOLATION PADS
PADS AT EACH
CORNER OF UNIT
RIGID ROUND DUCT
REINFORCING
DUCT CONSTRUCTION AND HANGER DETAIL
MENDED
GAGE
24
26
DRIVE
RECOM-
SLIP
NO SCALE
19 - 30
13 - 18
UP THRU 12
LONGEST
INCHES
SIDE,
DIMENSION
NONE REQUIRED26
NONE REQUIRED
1"x1"x1/8" @ 60 IN24
24
(ALL
FOUR
SIDES)
OF
GAGE
METAL
SHEET
BETWEEN
INTERMEDIATE
REINFORCING
JOINTS &/OR
TRANSVERSE
ANGLE SIZE
SPACING
LONGITUDINAL
AND MAXIMUM
2"2"
26
MAX.
12" OC
24
24-
S SLIP
RECOM-
MENDED
GAGE
HEMMED
1"
TRANSVERSE REINFORCING (1)
MINIMUM AT JOINTS
(1) TRANSVERSE REINFORCING SIZE IS DETERMINED BY
DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.
GRIP NAILS SHALL BE INSTALLED
BY GRIPNAIL AIR HAMMER OR BY
AUTOMATIC FASTENER EQUIP.
METAL FASTENERS - OMARK INSULPINS,
DURO DYNE FASTENERS OR GRIPNAILS.
STRAPS TO BE
TIGHT AGAINST
DUCTWORK
HANG DUCTS UP TO 30"
WIDTH WITH 1" x 18 GAGE
STRAPS AT 10'-0"
MAXIMUM SPACING.
SELF-TAPPING CADMIUM
PLATED HEX HEAD SHEET
METAL SCREW
NO POP RIVETS ALLOWED
HANGER STRAPS
SHEET METAL DUCT
NOT MORE THAN 2"
FROM EDGE OF LINER
ALL ENDS OF LINER TO BE
COATED WITH ADHESIVE.
SEE SPECIFICATIONS.
1" THICK DUCT
LINER
TOP AND BOTTOM
SECTION OF LINER
SHALL OVERLAP
THE SIDES
ENDS OF LINER SHALL BE
BUTTED FIRMLY TOGETHER LINER TO BE ADHERED TO
DUCT W/100% ADHESIVE
SEE SPECIFICATIONS.
NO SCALE
TYPICAL OUTSIDE AIR DUCT DETAIL
TO RA PLENUM BELOW FURNACE
MANUAL OUTSIDE AIR DAMPER.
BALANCE OUTSIDE AIR AS INDICATED
ON FLOOR PLANS
MOTORIZED OUTSIDE
AIR DAMPER.
OA FROM LOUVER
6x6 DUCT
ACCESS DOOR
S.P.E.
1
EF
SYM.TYPE
CEILING MOUNTED
C.F.M.
EXHAUST FAN SCHEDULE
CONTROLCHAR.WATTS R.P.M.REMARKS
2
EF
DNFLOW 36,000 2" PVC2" PVC55°F C. UNIT
SEE
SCHED.
C. UNIT
SEE
SCHED.
NAT 3/4"
LENNOX ML196DF090XE36B WITH FULLY CASED R-454b
DX COIL TO MATCH FURNACE AND VERTICAL VENT TERMINAL
ASSEMBLY.
53,12064,00066,0001/2 65°F120/60/1 105°F.60"1,200 75°F .25"55°FMEDIUM 3/4"
36,000 30.021.8 14.0 R-454b LENNOX MODEL ML14KC1-036 WITH
0°F LOW AMBIENT HARD START KIT.3/8"7/8"240/60/195°F
SYM.TYPE REMARKS
FURNACE AND DX COOLING COIL SCHEDULE
CHAR.H.P.SPE
A.G.A.
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
CONDENSING UNIT SCHEDULE*
CHAR.SYM.BTU EAT MCA REMARKSSEERREFR.PIPE SIZING
LIQUID SUCTION
1
CU
CONTRACTOR TO SIZE REFRIGERANT PIPING ACCORDING TO MFGR. INSTRUCTIONS AND ACTUAL LENGTH INSTALLED
C.F.M.
O.A.
90
3
EF 140 1000.125"120/60/1 710 TWIN CITY MODEL T150 WITH CEILING GRILLE AND 10x4
DUCT TO SOFFIT GRILLE.
WITH
LIGHTS
4
EF
2
F
2
CU
5
EF
6
EF
CEILING MOUNTED 140 1000.125"120/60/1 710 TWIN CITY MODEL T150 WITH CEILING GRILLE AND 10x4
DUCT TO SOFFIT GRILLE.
WITH
LIGHTS
CEILING MOUNTED 100 1000.25"120/60/1 710 WALL TIMER
SWITCH
TWIN CITY MODEL T100 WITH CEILING GRILLE AND 10x4
DUCT TO SOFFIT GRILLE.
CEILING MOUNTED 100 1000.25"120/60/1 710 WALL TIMER
SWITCH
TWIN CITY MODEL T100 WITH CEILING GRILLE AND 10x4
DUCT TO SOFFIT GRILLE.
CEILING MOUNTED 100 1000.25"120/60/1 710 WALL TIMER
SWITCH
TWIN CITY MODEL T100 WITH CEILING GRILLE AND 10x4
DUCT TO SOFFIT GRILLE.
CEILING MOUNTED 100 1000.25"120/60/1 710 WALL TIMER
SWITCH
TWIN CITY MODEL T100 WITH CEILING GRILLE AND 10x4
DUCT TO SOFFIT GRILLE.
1
EH
REMARKSCONTROLCHARKWBTUTYPESYM.
ELECTRIC HEATER SCHEDULE
QMARK MODEL GFR1500T2 SEMI RECESSED WALL MOUNTED
HEATER WITH INTEGRAL T-STATINTEGRAL T-STAT1.55,119WALL MOUNTED 120/60/1
ALUM.NA NAFLOOR GRILLEFG-1
CFM
REMARKSFIRE
DAMPERFINISHCONSTR.DAMPER
BALANCINGCFM
RANGESIZE THROW
GRILLE AND REGISTER SCHEDULE
PATTERNTYPESYM.
PRICE MODEL LBP25C WITH
0 DEGREE DEFLECTION12x650-160
R-1 CEILING PRICE MODEL 535
MAX
N.C.
25
R-2
NA NANASTEEL50-30010x10 25
COLOR
BY ARCH.
STEEL NA NALOW SIDEWALLS-1
CFM PRICE MODEL 520D14x450-100 25
COLOR
BY ARCH.
NA ALUM.
DOUBLE
DEFLECTION
CEILING PRICE MODEL 535NANANASTEEL300-45012x12 25BY ARCH.
SG-1 CEILING PRICE MODEL 635NANANAALUM.50-30010x10 25
COLOR
BY ARCH.
FAN TECH MODEL FG 4 SPEED CONTROLLABLE IN-LINE FAN WITH
BACKDRAFT DAMPER & 4"Ø PVC EXHAUST DUCT UP TO ROOF CAP1
CF IN-LINE CRAWL SPACE FAN 50 200.25"120/60/1 2800 HUMIDISTAT
IN CRAWL SPACE
P.E. JOB #25121
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
Consulting Engineers
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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Dr
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OF
STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
11/12/2025 12:06:05 PM
1071
SC
H
I
E
S
S
2
.
0
H
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Y
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11/12/2025
MMP
TEP
RE
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B
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,
ID
A
H
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ORIGINAL SIGNED BY:
TODD E. PAYNE
DATED ORIGINAL SIGNED:
11-12-2025
ON FILE AT:
PAYNE ENGINEERING INC.
DATA/COMM. SYMBOL SCHEDULE
TELEPHONE OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)
DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)
TELE/DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)
_T-X
_D-X
_T/_D-X
TELEPHONE & DATA OUTLET NOTES:
1.UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT
TO IT ROOM, TERMINATE WITH INSULATED THROAT BUSHING.
PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST
TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION.
PROVIDE J-HOOKS 3FT ON CENTER ABOVE ACCESSIBLE CEILING
FOR SUPPORT OF CABLING.
2.CONDUIT SIZES (X): 2=1/2", 3=3/4" & 4=1", 5=1 14" OR (2) 1"
3.NO LABEL INDICATES: 4 11/16" DEEP BOX WITH 1-GANG MUDRING
AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE
TRAY. TERMINATE WITH INSULATED THROATBUSHING (UNO).
PROVIDE WITH PULL STRING.
DATA OUTLET - ABOVE CEILING ( _=# OF CABLES)_D
CEILING MOUNTED SPEAKER AND BACKBOX
V VOLUME CONTROLLER
COMMUNICATIONS CABLING REQUIREMENTS:
(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
NETWORK CABLING - CAT6 PLENUM RATED, BLUE
TELEPHONE CABLING - CAT6 PLENUM RATED, YELLOW
TELEVISION CABLING - COAXIAL, RG-6
1.ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WITH
FIXTURE TYPE BEFORE ORDERING.
2.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL
DRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND
ELECTRICAL CONNECTIONS.
3.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING
CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS
FOR CABINETS.
4.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE
MECHANICAL EQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE
CHAIN SUSPENSION KITS AS REQUIRED.
5.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT
FIXTURE LOCATIONS, CEILING TYPES, ETC.
6.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH
OWNER PRIOR TO ROUGH - IN.
7.ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" AND MOUNT
CONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO MEET
HANDICAPPED REQUIREMENTS.
8.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY
DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT TO
INTERFERE WITH ROOM CABINETS, ETC.
9.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
10.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR
THIS WORK AND PAY ASSOCIATED FEES.
11.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES
AND ELECTRONIC BALLASTS.
12.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO
THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER
CODE.
13.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICAL
CONTRACTOR TO COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER
/CONTR., EX. DENTAL, MEDICAL, KITCHEN,EQUIPMENT ETC. THE EXACT
ROUGH-IN REQUIREMENTS FOR THERE EQUIPMENT. ALSO UNLESS
INDICATED OTHERWISE, THE ELECTRICAL CONTR. TO BE RESPONSIBLE
FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.
14.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 DOING ANY WORK.
15.E.C. 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.
16.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".
PROJECT GENERAL NOTES:
TO BE MOUNTED AS CLOSE TO
TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM
NO SCALE
FINISHED FLOOR
ARCHITECTURAL PLANS AND DETAILS.
DOOR JAMBS AS POSSIBLE.
COORDINATE ALL DEVICES WITH
18" - 24"
T.V. OUTLET
ALL MOUNTING HEIGHTS TYPICAL
UNLESS NOTED OTHERWISE.
ALL SWITCHES AND THERMOSTATS
NOTES:
THERMOSTAT OR
MECHANICAL SWITCH
LIGHT SWITCH
CONVENIENCE OUTLET
TELEPHONE / DATA OUTLET
S
T T
(OR AS NOTED)
5' - 0''
4' - 0''
3' - 6''
50 60 70 80
S
A.
COORDINATE OUTLET HEIGHTS WITH
ARCHITECTS MILLWORK DWGS. TO
INSURE THAT OUTLETS WILL NOT FALL
BEHIND CABINETS, BACKSPLASHES,
OR INTERFERE WITH WAINSCOTING, ETC.
(OR AS NOTED)
@ MILLWORK
XX"
*
B.
D.
*COORDINATE LIGHT SWITCH & OUTLET
HEIGHTS WITH ARCHITECTURAL WAINS-
COTING AND OR TILE WORK SO AS NOT
TO FALL MIDWAY IN THESE FINISHES.
*
MOUNT VERTICAL OR
HORIZONTAL TO MATCH
EXISTING DEVICES (TYP)
VERIFY WITH MECH.
MUD RING ORIENTATION.
RECEPTACLE MOUNTING DETAIL
NO SCALE
TO SUIT WALL
RAISED RING
CONDUIT(S)
ENTRANCE
4'' SQUARE
BOX
BACK OF COVER W/FELT-TIP MARKER
TO BE AS PER SPECIFICATIONS.
COVER PLATES - STYLE & COLOR
CIRCUIT NUMBER TO BE WRITTEN ON
NORMAL POWER COLOR - (SEE SPECS)
RECEPTACLE - 20 AMP
RATED - SEE SPECIFICATIONS.
GROUND CONDUCTOR
GREEN INSULATED
POWER SUPPLY CONDUIT FOR
CEILING OR WALL "J" BOX.
RECESSED LIGHT FIXTURE MOUNTING DETAIL
NO SCALE
CEILING TILE
ACOUSTIC
ALL SIDES
SUPPORT CLIPS
TEE BAR GRID
INDEPENDENT OF CEILING SYSTEM. (TYPICAL)
SUPPORT WIRE BY ELECTRICAL CONTRACTOR
DUPLEX RECEPTACLE
WALL MOUNTED FIXTURE
CEILING MOUNTED FIXTURE
LIGHT FIXTURE
ELECTRICAL SYMBOL SCHEDULE
BRANCH CIRCUIT - HOME-RUN TO PANEL
BRANCH CIRCUIT - IN FLOOR OR UNDERGROUND
MECHANICAL EQUIPMENT OR DETAIL SYMBOL
DRAWING NOTE (ON THE SHEET WHERE SHOWN)
THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNIT
FAN MOTOR CONNECTION POINT
BRANCH CIRCUIT - CONCEALED
* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND
M.C.
V.I.F.
A.F.F.
B.F.G.
NL
E.C.
ABOVE FINISHED FLOOR
BELOW FINISHED GRADE
VERIFY IN FIELD
NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)
MECHANICAL CONTRACTOR
ELECTRICAL CONTRACTOR
MOTOR CONNECTION POINT
T
EF
TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)
TIME CLOCK SWITCHT
1
1
A-1,3
DOUBLE DUPLEX OUTLET (4-PLEX)
JUNCTION BOX
BRANCH PANELBOARD
J
EMERGENCY WALL LIGHT WITH 90MIN. BATTERY
PHOTOELECTRIC CELL/SWITCH
HVAC SYSTEM SENSOR - SEE MECHANICAL
E
S
WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)
SINGLE POLE SWITCH (SEE SUBSCRIPTS)
RECESSED CAN FIXTURE
MAIN/DISTRIBUTION PANELBOARD
TRAC LIGHT SYSTEM
*
*
PUSHBUTTON (AS INDICATED ON DRAWINGS)
ROUGH-IN BOX MUD RING ORIENTATION.
RECPT.
SUB-
SCRIPTS
AC=ABOVE COUNTER
GFI=GROUND-FAULT
IG=ISOLATED GROUND
S=SURGE SUPPRESSION
TR=UL TAMPER RESISTANT
WP=WEATHERPROOF COVER W/GFCI RECEPT.
TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT
USB=DUPLEX RECEPTACLE W/ (2) USB
PORTS
CR=CORD REEL (SEE DETAIL)
E=EXISTING
F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)
DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)
B=ENCLOSED CIRCUIT BREAKER
CEILING MOUNTED DUPLEX RECEPTACLE
FLOORBOX - TYPE AND FINISH SELECTED BY OWNER.
DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE
SWITCHED SEPARATELY. (SUBSCRIPT APPLIES TO BOTH SWITCHES)
SWITCH
SUB-
SCRIPTS
3 = 3-WAY
4 = 4-WAY
F = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)
T = THERMAL OVERLOAD SWITCH W/PILOT LIGHT
P = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)
M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)
WP = WEATHERPROOF
OCCUPANCY SENSOR
BLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]
L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]
H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]
R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE
[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOR
EXHAUST FAN (30 MIN. DELAY)
D = INTEGRAL DAYLIGHT SENSOR TO AUTOMATICALLY CONTROL
FIXTURES IN DAYLIGHT ZONES
W = WALL MOUNTED ON/OFF/DIM
W2 = WALL MOUNTED ON/OFF
*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS
REQUIRED FOR OPERATION. [WATTSTOPPER #BZ-50]
EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS AS
INDICATED ON DRAWINGS. CONNECT TO UNSWITCHED LEG OF
NEAREST LIGHTING CIRCUIT.
EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TO
UNSWITCHED LEG OF LIGHTING CIRCUIT.
G.C.GENERAL CONTRACTOR
N.T.S.NOT TO SCALE
V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)
COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF
NO/NC CONTACTS, CONTROL XFMR, FUSE PER EQUIP. NAMEPLATE
CROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN
TWO. EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT
SHOWN. PROVIDE 'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL
CIRCUITS AND ADDITIONAL ISOLATED GROUND WHERE INDICATED.
F
M
LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL
PLATE OR EQUAL (* COLOR TO MATCH WIRING DEVICES)S
SS
S
F#E
NIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF
LIGHTING CIRCUIT.NL
S
P
SWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,
W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)
P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]
P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]
D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]
D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]
SW
W
50A 208V 1Ø WELDER OUTLET
BOTTOM HALF OF RECEPTACLE SHALL BE SWITCHED
MULTI SERVICE A/V FLOOR BOX, LEGRAND 6 GANG, WITH (2) DUPLEX RECEPTACLES, AND
ALL ACCESSORIES, FRAMES, PLATES ETC FOR ALL A/V AND DATA CABLES AS DIRECTED BY
OWNER. EC SHALL COORDINATE ALL REQUIREMENTS WITH OWNER PRIOR TO ROUGH-IN.
INSTALL 1 1/4"C. TO FLAT PANEL AND 1 1/4"C. TO ABOVE ACCESSIBLE CEILING.
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.
SPECIAL NOTE FOR UTILITY COMPANY LIGHTING REBATES & INCENTIVES:
A/V OUTLET:
LEGRAND ENCLOSURE# TV3WTVSSW WITH (1) DUPLEX RECEPTACLE,
(1) CABLE PASS THROUGH BRUSH PLATE, AND (1) BLANK PLATE.
OTHER ITEMS BY E.C.:
INSTALL (1) 1"C FROM LV COMPARTMENT OF ENCL. ABOVE ACCESSIBLE CEILING
AND (1) 1 1/2" CONDUIT WITH PULL CORD FROM LV COMPARTMENT TO FLOOR BOX.
T/V OUTLET:
LEGRAND ENCLOSURE# TV3WTVSSW WITH (1) DUPLEX RECEPTACLE,
(1) CABLE PASS THROUGH BRUSH PLATE, AND (1) BLANK PLATE. LOCATE BEHIND
FLAT PANEL. COORDINATE EXACT LOCATION WITH MOUNTING BRACKET PRIOR TO
ROUGH-IN.
OTHER ITEMS BY E.C.:
INSTALL (1) 1"C FROM LV COMPARTMENT OF ENCL. ABOVE ACCESSIBLE CEILING.
MULTI SERVICE POWER/DATA FLOOR BOX, LEGRAND 6 GANG, WITH (2) DUPLEX
RECEPTACLES, AND ALL ACCESSORIES, FRAMES, PLATES ETC FOR ALL A/V AND DATA
CABLES AS DIRECTED BY OWNER. EC SHALL COORDINATE ALL REQUIREMENTS WITH
OWNER PRIOR TO ROUGH-IN. INSTALL 1 1/4"C. TO ABOVE ACCESSIBLE CEILING.
E1.0
M
PANEL
"A"
GROUND
PER NEC
2"C., 3-#3/0AL
+ GROUND
PRIMARY AND SECONDARY FEEDER AS DIRECTED
BY POWER COMPANY
POWER COMPANY
TRANSFORMER
NO SCALE
POWER RISER DIAGRAM
150A/2P
M
150A/2P
PANEL
"B"
EL
E
C
T
R
I
C
A
L
D
E
T
A
I
L
S
A
N
D
R
I
S
E
R
2"C., 3-#3/0AL
+ GROUND
METER PACK-"MP"
240/120V 1Ø 3W
225A MLO, 22KVA
18,491 AFC
12,136 AFC 12,136 AFC
BLDG.
STEEL
WATER
MAIN
GROUND BAR
AT MAIN TTB
GRND
RODS
STAND-OFF GROUND BAR LOCATED
IN NEXT TO SERVICE EQUIP.
GROUND BAR SHALL BE ERICO #EGBA14412CC
OR EQUAL. PROVIDE AND INSTALL ALL REQ'D
LUGS & TERMINALS.
MAIN
SERVICE
EQUIPMENT
G N
NEUTRAL TO GND
BOND AT THIS POINT
ONLY
#3/0 Cu
#4
C
u
CONCRETE ENCASED
ELECTRODE
3/
4
"
C
.
,
1
#
6
C
u
#3
/
0
C
u
#3
/
0
C
u
#2
C
u
BOND
TO FIRE
SPRINKLER
RISER
#3
/
0
C
u
CABLE
TRAYS
#4
C
u
SERVICE GROUNDING DETAIL
OFF
2
MECH
12
OFF
6
OFF
7
LOBBY
8
OFF
1
OFF
11
LOBBY
18
OFF
17
OFF
16
OFF
15BREAK
14
TR
4
BREAK
3
TR
13
MECH
5
SW2
SW
SW
S W
S
S
S W
S W
S W
SW2F
F SWSW2SW2
S W
S W
S W
S W
SW
SW
SW
S
S
1
A-1
F6EM
F6
F6
F6
1
B-1
F6EM
F6
F6
F6
F5 F5
F1
(TYP)
F1
(TYP)
F1
(TYP)
F1
(TYP)
2
B-3
B-5
F1
(TYP)
F1 F1
F2
F3
F1
(TYP)
F4
F1
(TYP)
F1
(TYP)
F4
2
F4
F4
2
2
A-5
F2 A-3
F3
F1 F1
F1
(TYP)
F1
(TYP)
F1
(TYP)
3F1
(TYP)
F1
(TYP)
F1
(TYP)
F1
(TYP)
OFF
2
MECH
12
OFF
6
OFF
7
LOBBY
8
OFF
1 OFF
11
LOBBY
18
OFF
17
OFF
16
OFF
15
BREAK
14
TR
4
BREAK
3
TR
13
MECH
5
2/10
2/10
MAIN SERVICE
METER PACK-"MP"
4
5"A"
"B"
A-14
A-12
A-4 A-6
A-17
A-2
A-8,10
B-2,4
B-17
B-6
B-8
B-10
B-12
B-14
P.E. JOB #25121
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
Consulting Engineers
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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OF
STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
11/12/2025 12:06:05 PM
1071
SC
H
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S
2
.
0
H
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K
11/12/2025
MMP
TEP
RE
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B
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,
ID
A
H
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ORIGINAL SIGNED BY:
TODD E. PAYNE
DATED ORIGINAL SIGNED:
11-12-2025
ON FILE AT:
PAYNE ENGINEERING INC.
E2.0SCALE:
MAIN PLAN - LIGHTING
1/8" = 1' - 0"16'8'0"N
SCALE:
MAIN PLAN - POWER
1/8" = 1' - 0"16'8'0"N
EL
E
C
T
R
I
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A
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F
L
O
O
R
P
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A
N
S
KEY NOTES
1 EXTERIOR LIGHTING TO BE CONTROLLED PHOTO-CELL ON, TIME CLOCK OFF. PROVIDE ADDITIONAL
UNSWITCHED LEG FOR CONNECTION TO EMERGENCY BATTERY PACKS.
CONNECT OCC. SENSORS IN PARALLEL SUCH THAT ANY SENSOR ACTIVATION WILL POWER ALL
LIGHTING IN HALLWAY.
PROVIDE AND INSTALL (4) KEYLESS FIXTURES WITH LED LAMPS IN CRAWL SPACE. LOCATE SWITCH
NEXT TO CRAWL SPACE ENTRANCE. INSTALL FIXTURE NEXT TO HVAC EQUIPMENT. FIELD VERIFY
LOCATIONS.
WIRE THIS OUTLET SUCH THAT THE TOP POWERS THE DISPOSAL, THE BOTTOM POWERS THE
DISHWASHER.
INSTALL RECEPTACLE IN CRAWL SPACE NEXT TO HVAC EQUIPMENT. FIELD VERIFY LOCATION.
2
3
4
5
FIXTURE NOTES:
OPERATE WITH THE INDICATED SWITCHING, UPON LOSS OF UTILITY WILL TRANSFER TO BATTERY.
3. "N.L." DENOTES A FIXTURE CONNECTED TO THE UN SWITCHED LEG OF THE LIGHTING CIRCUIT FOR USE AS A NIGHT LIGHT.
2. ALL BATTERY FIXTURES ARE TO BE CONNECTED TO THE UNSWITCHED LEG OF LIGHTING CIRCUIT FEEDING THE AREA.
WIRE SUCH THAT UNDER NORMAL POWER CONDITIONS THE FIXTURE WILL
1. THE SUFFIX "EM" DENOTES A FIXTURE SUPPLIED WITH AN EMERGENCY BATTERY BALLAST.
4. COLOR SHALL BE SELECTED BY ARCHITECT.
5. THIS FIXTURE DOES NOT COVER A J-BOX. E.C. SHALL WIRE FOR DIRECT CONNECTION.LIGHTING COMMISSIONING NOTE:
E.C. SHALL PROVIDE FACTORY CERTIFIED COMMISSIONING OF ALL LIGHTING
CONTROL SYSTEMS. E.C. SHALL PROVIDE FACTORY CERTIFIED ON-SITE TRAINING
FOR ALL LIGHTING CONTROL SYSTEMS.
CATALOG #
LIGHT FIXTURE SCHEDULE
DESCRIPTIONTYPE VOLTMOUNT LAMPS MFGR.NOTES
1., 2., 3
LITHONIA6" RECESSED CAN, WIRELESS INCLUDED LDN6 ALO1 SWW1 LO6 AR LSS MVOLTRECESSED120/277SWITCHABLE 500LM - 1000LM UGZ NLTAIR2
4 FT. LED WRAP LIGHT WITH OCC SENSOR LITHONIA BLWP4 40L ADPT MVOLT GZ10 LP840 INCLUDED120/277WALL OR
CEILING NLTAIR2 RES7 PDTWIRELESS
PRIMUSLED VANITY LIGHT INCLUDEDWALL PER ARCH
OR CEILING
LN2-RLR-H-4K-UNV-SM-SEB-W-#
#-LENGTH AS INDICATED ON DRAWINGS 5.120/277
LITHONIA
WALL MOUNTED
INCLUDEDEGRESS LIGHT 120/277 ELM6L UVOLT LTPWALL PER ARCH
EXIT SIGN / REMOTE EXTERIOR
EGRESS
WALL OR
CEILING INCLUDED LITHONIA LHQM LED G HORO ELA QWP LO309
120/277
LITHONIALARGE WALL MOUNTED INCLUDED
FLOOD 120/277WALL PER ARCH WEDG 3LED P4 40K 80CRI R3 MVOLT
PBBW CBA
OFF
2
MECH
12
OFF
6
OFF
7
LOBBY
8
OFF
1 OFF
11
LOBBY
18
OFF
17
OFF
16
OFF
15
BREAK
14
TR
4
BREAK
3 TR
13
MECH
5
F 1
EH
1
F
2
EF
F
T(F-1)F1
EF F
S
F
F
6
EF
F
4
EF F
T(F-2)
2
F
2
CU
1
CU
F1
CF
1
S
2
P.E. JOB #25121
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
Consulting Engineers
Job Number:
Date:
Drawn By:
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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OF
STRUCTURAL ENGINEERING
ELECTRICAL ENGINEERING
MECHANICAL ENGINEERING
&A S S SOCIATE
A R C H I T TCE S
1152 BOND AVENUE Suite A
REXBURG, IDAHO 83440
WWW.JRWA.COM
VOICE (208) 359-2309
(208) 359-2271FAX
PJ
11/12/2025 12:06:05 PM
1071
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11/12/2025
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ORIGINAL SIGNED BY:
TODD E. PAYNE
DATED ORIGINAL SIGNED:
11-12-2025
ON FILE AT:
PAYNE ENGINEERING INC.
E3.0
SCALE:
MAIN PLAN - MECH. CONNECTIONS
1/8" = 1' - 0"16'8'0"N EL
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MECHANICAL EQUIPMENT SCHEDULE
CIRCUITMCASYMBOL
F
1
DESCRIPTION
FURNACE
H.P.VOLTS
-120 1 1/2
Ø
-A-18
K.W.FEEDER
1/2"C., 2-#12 + GROUND -
-
REMARKSMOCP
-
F
2
FURNACE -120 1 1/2 -B-18 -
--
CU
1
CONDENSING 21.8 240 1 --A-20 3/4"C., 2-#10 + GROUND DISCONNECTING MEANS
PROVIDE LOCAL 30UNIT
EH
1
ELECTRIC -120 1 -1.5 A-21 -
--HEATER
EF
1
EXHAUST -120 1 --A-23 TIMER
CONTROL WITH-FAN
-
WATTS
-
-
-
100
EF
2
EXHAUST -120 1 --A-23-FAN 100
EF
3
EXHAUST -120 1 --A-5-FAN 100
EF
4
EXHAUST -120 1 --B-23-FAN 100
EF
5
EXHAUST -120 1 --B-5-FAN 100
EF
6
EXHAUST -120 1 --B-23-FAN 100
CF
1
EXHAUST -120 1 --A-23-FAN 20
TIMER
CONTROL WITH
LIGHTS
CONTROL WITH
TIMER
CONTROL WITH
LIGHTS
CONTROL WITH
TIMER
CONTROL WITH
HUMIDISTAT
CONTROL WITH
KEY NOTES
1 THIS FAN IS TO BE LOCATED IN CRAWL SPACE. CONTROL WITH HUMIDISTAT.
LOCATE HUMIDISTAT SENSOR IN CRAWL SPACE ON PONY WALL IN THIS APPROXIMATE LOCATION.
CONNECT TO FAN CF-1.
2
CU
2
CONDENSING 21.8 240 1 --B-2030UNIT-DISCONNECTING MEANS
PROVIDE LOCAL
1/2"C., 2-#12 + GROUND
3/4"C., 2-#10 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 2-#12 + GROUND