HomeMy WebLinkAboutREVISED PLANS 3.7.23 - 22-00795 - Madison Station Apartments - Bldg 1AREA MAP
PROJECT
SITE
DRAWING INDEX
GENERAL NOTES
1. all dimensions are from face of stud. (u.n.o)
2. SITE CONCRETE FLATWORK THAT ABUTS FOUNDATION SHALL
UTILIZE 1/2" EXPANSION MATERIAL WITH CONTINUOUS SEALING
ON TOP.
3. HORIZONTAL GYPSUM SHALL BE INSTALLED
PERPENDICULAR TO CEILING FRAMING PER IBC 2508.5.2.
4. ELECTRICAL BOXES IN RATED ASSEMBLIES SHALL BE STEEL
OR HAVE A LISTED FIRE-RATING EQUIVALENT TO THE
ASSEMBLY. ANNULAR SPACE BETWEEN THE MEMBRANE
AND THE BOX SHALL NOT EXCEED 1/8" PER IBC 714.3.2.
5. RECESSED LUMINAIRES INSTALLED WITHIN THE BUILDING
ENVELOPE SHALL COMPLY WITH IECC R402.4.5. FIXTURES
SHALL BE IC-RATED AND SEALED AIR TIGHT.
6. WALL TILE IN SHOWER/TUB ENCLOSURES SHALL BE
INSTALLED PER IBC 2509.2, WITH THE USE OF GLASS-MAT
GYPSUM PANELS, ASTM C1178, FIBER-CEMENT BACKER
BOARD, ASTM C1288, OR FIBER-MAT REINFORCED
CEMENTITIOUS BACKER BOARD, ASTM C1325.
7. UPPER LEVEL OPERABLE WINDOWS WITH SILLS WITHIN 36" OF
THE FLOOR SHALL COMPLY WITH ASTM F2090 & IBC
SECTION 1030.2 (OPENING CONTROL DEVICE)
8. all bedroom windows shall comply with ibc 1030.
9. all ventilation shall be installed per ibc 1203.
10. all walls, partitions, and floor-ceiling assemblies
separating units shall have a sound transmission
class of at least 50.
11. site grading shall meet requirements of ibc 1804.
12. damp proofing shall comply with ibc 1805.
13. fire blocking:
A. provide fire blocking at floor and ceiling
levels.
B. provide fire blocking horizontally at intervals
not to exceed 10-feet.
CODE REVIEW
APPLICABLE BUILDING CODES:
2018 IBC, IMC, IECC, NEC
OCCUPANCY:
R-2
CONSTRUCTION TYPE:
V-B
FIRE SPRINKLER:
YES, 13-R
fire extinguishers
• f.e.:
1. 1a;10b;c
2. fire extiguisher
• f.e.c.:
1. 4a;60b'c
2. surface mounted fire extiguisher
cabinet.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel: (208) 233-0501
Fax: (208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
OF
3/7/2023 3:47:08 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.1
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REXBURG IDAHO
MADISON STATION APTS.
GENERAL
SITE DESIGN
CIVIL
ARCHITECTURAL
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
G1.3 MAIN FLOOR CODE REVIEW
G1.4 2ND FLOOR CODE REVIEW
G1.5 3RD FLOOR CODE REVIEW
---- COVER
G-1 NOTES
C-1 EXISTING CONDITIONS & DEMOLITION PLAN
C-2 OVERALL SITE PLAN
C-3 GRADING & STORM PLAN
C-4 STORM AREA TABLES
PP-1 ALIGNMENT D, G, & E
PP-2 ALIGNMENT F
PP-3 ALIGNMENT C & H
PP-4 ALIGNMENT A
PP-5 ALIGNMENT B, I, & J
PP-6 ALIGNMENT K
SWPPP STORM WATER POLLUTION PREVENTION
PLAN
D-1 DETAILS
D-2 DETAILS
SD1.1 ARCHITECTURAL SITE PLAN
SD2.1 ARCHITECTURAL SITE DETAILS
A1.1 MAIN FLOOR PLAN
A1.2 2ND FLOOR PLAN
A1.3 3RD FLOOR PLAN
A1.4 ROOF PLAN
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
A3.2 STAIR SECTIONS
A3.3 WALL TYPES
A4.1 MILWORK DETAILS - TYPE "1" UNIT
A4.2 MILWORK DETAILS - TYPE "2" UNIT
A4.3 MILWORK DETAILS - TYPE "3" UNIT
A5.1 DOOR SCHEDULE
PLUMBING
MECHANICAL
ELECTRICAL
STRUCTURAL
A5.2 WINDOW SCHEDULE
A6.1 LARGE SCALE PLAN - TYP. TYPE 1 UNIT
A6.2 LARGE SCALE PLAN - TYP. TYPE 2 UNIT
A6.3 LARGE SCALE PLAN - TYP. TYPE 3 UNIT
S1.0 GENERAL STRUCTURAL NOTES
S1.1 SPECIAL INSPECTIONS
S1.2 TYPICAL DETAILS
S1.3 TYPICAL DETAILS
S1.4 PLAN SCHEDULES
S2.0 FOUNDATION PLAN
S2.1 SECOND FLOOR FRAMING PLAN
S2.2 THIRD FLOOR FRAMING PLAN
S2.3 ROOF FRAMING PLAN
S3.0 FOUNDATION DETAILS
S4.0 FLOOR FRAMING DETAILS
S4.1 FLOOR FRAMING DETAILS
S5.0 ROOF FRAMING DETAILS
P1.0 FOUNDATION PLUMBING PLAN
P1.1 LEVEL 1 PLUMBING FLOOR PLAN
P1.2 LEVEL 2 PLUMBING FLOOR PLAN
P1.3 LEVEL 3 PLUMBING FLOOR PLAN
P2.1 LARGE SCALE TYP. APT. PLUMBING PLANS
P3.0 PLUMBING DETAILS & SCHEDULES
M1.1 LEVEL 1 MECHANICAL FLOOR PLAN
M1.2 LEVEL 2 MECHANICAL FLOOR PLAN
M1.3 LEVEL 3 MECHANICAL FLOOR PLAN
M2.1 LARGE SCALE TYP. APT. MECH. PLANS
M3.0 MECHANICAL DETAILS & SCHEDULES
E0.0 ELECTRICAL SYMBOLS & DETAILS
E1.1 1ST FLOOR ELECTRICAL PLANS
E1.2 2ND FLOOR ELECTRICAL PLANS
E1.3 3RD FLOOR ELECTRICAL PLANS
E2.0 TYPICAL UNIT PLANS
E3.0 POWER RISER DIAGRAM & SCHEDULES
ARCHITECTURAL CONT.
CL
LC
CL
LC
LC LC CL
LC
#304
ROOM
WASTE
TOWELS TOWELS
WASTE
VEND.
WASTE
48
"
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TOWEL DISPENSER & WASTE
RECEPTACLE TOWEL DISPENSER HAND DRYER
SANITARY
PRODUCTS
VENDOR
WASTE RECEPTACLE TISSUE
DISPENSER
NAPKIN
DISPOSAL
NOTE:
PROVIDE A MIN CLEAR FLOOR
SPACE OF 30"x48" AT
APPROACH ALONG AN
ACCESSIBLE ROUTE.
33" MIN
36" MAX
12" MAX
3'-8" MIN
36" MAX
39" - 41"
39" - 41"
18" MAX
17" - 19"
1 1/4" TO 1 1/2" O.D. GRAB
BAR (TYP)
18" MIN
36" MIN
6" MAX
TOILET TOILET
1 1/2" MIN CLEAR TO
WALL OR DISPENSERS
TO DISP. OUTLET
48" MAX
TO MIRROR
38" MAX
9" MIN
MIN CLR WIDTH
2'-6"
29" MIN
34" MAX
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INSULATE ALL
EXPOSED PIPES
NOTE:
FLUSH VALVE HANDLE ON
WIDE SIDE OF TOILET, 44" AFF
MAX.
NOTE:
GRAB BARS MUST NOT
ROTATE WITHIN THEIR FITTINGS.
STANDARD ACCESSIBILITY:
1. ALL DOORS IN THE PUBLIC AND COMMON USE
AREAS SHALL COMPLY WITH ANSI A117.1, INCLUDING
NECESSARY MANEUVERING CLEARANCES AND
ACCESSIBLE DOOR HARDWARE. THIS INCLUDES
THE EXTERIOR SIDE OF THE MAIN ENTRY DOORS
TO DWELLING UNITS.
2. ALL DOORS SHALL HAVE 32" MIN CLEAR WIDTH
WHEN DOOR IS OPEN 90 DEGREES.
3. ALL PLUMBING FIXTURES AND APPLIANCES IN
DWELLING UNITS SHALL HAVE MIN 30" x 48" CLEAR
FLOOR SPACE AS REQUIRED BY FHA.
4. ALL PLUMBING FIXTURES, APPLIANCES, AND
TELEPHONES IN PUBLIC AND COMMON USE AREAS
SHALL COMPLY WITH ADA, IBC, AND ANSI 117.1.
6" MAX TOE
17" MIN
27" MIN
29" MIN
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8" MIN
KNEE
CLEARANCE
CLEARANCE
9" MIN
6" MAX
8" MIN
27" MIN
OF SPOUT
36" MAX TOP
17"-19"
5'-0" AFF
MOUNT SIGNS AT LATCH SIDE OF
DOOR, OR NEAREST ADJACENT WALL.
AT WALL
18" MIN
CLR WIDTH
30" MIN
TOP OF RIM
17" MAX
FACE OF FINISHED WALL
NOTES:
1. FLUSH VALVE HANDLE
AT 44" AFF MAX.
2. 30" x 48" MIN CLR FLR
SPACE AT APPROACH
3. 5 LBS MAX FORCE TO
OPERATE FLUSH
VALVE.
4. 14" MIN PROJECTION
FROM WALL.
15" MIN 48" MAX
ELEC. OUTLET SWITCHES, THERMOSTATS,
ETC.
LAVATORY, MIRROR, AND
SOAP DISPENSER
LAVATORY DRINKING FOUNTAIN PERMANENT ROOM
SIGNAGE
URINAL ELECTRICAL DEVICES
NOTE:
18" MIN CLR FROM WALL
TO
OF LAVATORYLC
NOTE:
PROVIDE MIN CLEAR FLOOR SPACE OF 30" x 48" WITH 19"
MAX EXTENDING UNDER LAV./D.F. TO INSULATED
PIPING/PLUMBING.
NOTE:
FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED,
OR APPROVED SELF-CLOSING VALVES (MIN 10 SEC. OPEN
FLOW), AND BE OPERABLE w/ ONE HAND, NOT REQUIRING
TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST. 5 LBS.
MAX FORCE REQUIRED TO ACTIVATE CONTROLS.
FINISH FLOOR TYP.FINISH FLOOR TYP.FINISH FLOOR TYP.
9"
33" - 36"3" - 6"
1'-6"
CONTROL END
ELEVATION
BACK WALL ELEVATION PLAN VIEW
33" - 36"
33" - 36"3" - 6"
1'-6"
1'-0"
24" MAX 24" MIN 12" MAX
4" MAX 24" MIN
BACK WALL
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15" MIN
48" MAX
20" MAX
48" MAX
•20"-25"
44" MAX
10" MAX
48" MAX
15" MIN.
10" MAX
34" MAX
48" MAX
34" MAX
48" MAX
•10"-24"
48" MIN
19" MAX
27" MIN
34" MAX
17" MIN
40" MAX
34" MAX
27" MIN
9" MIN
6" MAX8" MIN
GUIDANCE FOR KNEE SPACES IN "A"
BATHROOMS
GUIDANCE FOR KNEE SPACES IN "B"
BATHROOMS
KNEE SPACE AT LAVATORIESOBSTRUCED HIGH SIDE REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.2
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SCALE: 3/8" = 1'-0"
Standard Accessibility Installation
Requirements
SCALE:1/2" = 1'-0"
Typical Clearance Requirements
UP UP
F.E.C.F.E.C.
0" / 12"
1/16" / 12"
1:
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1-HR FIRE-
RATED WALL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.3
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DN UP DNUP
F.E.C.F.E.C.
B U I L D I N G D I A G O N A L : 1 5 2 '
1-HR FIRE-
RATED WALL
1/3 D I A G O N A L = 5 1'
60' >52' = PASS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Drawn By:
Checked By:
Plot Date:
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File:
Revisions:
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S
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N
S
O
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I
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B
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D
OF
3/7/2023 3:47:11 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.4
2N
D
F
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C
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870
MA
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A
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S
.
OCT, 2022
JRN
BAM
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ID
A
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X
B
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,
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A
H
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5
F.E.C.F.E.C.
1-HR FIRE-
RATED WALL
B U I L D I N G D I A G O N A L : 1 5 2'
1/3 D I A G O N A L = 5 1'
60' >52' = PASS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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N
D
A
V
E
N
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-
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t
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A
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8
3
4
4
0
VO
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(
2
0
8
)
3
5
9
-
2
3
0
9
F
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(
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8
)
3
5
9
-
2
2
7
1
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W
.
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Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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OF
3/7/2023 3:47:12 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.5
3R
D
F
L
O
O
R
C
O
D
E
R
E
V
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W
870
MA
D
I
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T
A
T
I
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N
A
P
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S
.
OCT, 2022
JRN
BAM
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X
B
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ID
A
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B
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,
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5
W
D
DW
WD
DW
UP
W D
DW
WD
DW
W
D
DW
W D
DW
W
D
DW
W D
DW
UP
WD
DW
W D
DW
W
D
DW
WD
DW
A6.1
1
A6.3
1
1
A3.1
A6.2
1
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4'
-
2
"
14
'
-
0
3
/
4
"
7'
-
5
"
16
'
-
6
1
/
4
"
11
'
-
8
"
38
'
-
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
96
'
-
0
"
60'-0"14'-0"60'-0"
W1
W1
W3
W3
W3
W3
W3
UNIT type 3
UNIT 101
1
A3.2
1
A3.2
UNIT type 2
UNIT 103
UNIT type 1
UNIT 105
W1
W1
W1
W1
W2
W2
W2 W2
W2
W2
W2
W1
W1
W1
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
W1
W1
W3
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2W2
W2
W2
W2
W1
W1
W1
134'-0"
134'-0"
96
'
-
0
"
F1
F2
W2
W2W2
W2
F.E.C.F.E.C.
fire
riser
IT/
comm
riser
0"
/
1
2
"
1/
1
6
"
/
1
2
"
1:
2
0
s
l
o
p
e
1:
2
0
s
l
o
p
e
1
A2.2
60'-0"14'-0"60'-0"
W2
W2 W2
W2
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
UNIT type 1
UNIT 102
UNIT type 2
UNIT 104
UNIT type 3
UNIT 106
UNIT type 3
UNIT 112
UNIT type 2
UNIT 110
UNIT type 1
UNIT 108
UNIT type 1
UNIT 111
UNIT type 2
UNIT 109
UNIT type 3
UNIT 107
1
1
1
1
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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D
A
V
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S
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A
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8
3
4
4
0
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(
2
0
8
)
3
5
9
-
2
3
0
9
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(
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8
)
3
5
9
-
2
2
7
1
WW
W
.
J
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W
A
.
C
O
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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e
c
t
:
Dr
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T
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:
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OF
3/7/2023 3:46:32 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.1
MA
I
N
F
L
O
O
R
P
L
A
N
870
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
OCT, 2022
EUP
BAM
RE
X
B
U
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G
ID
A
H
O
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X
B
U
R
G
,
I
D
A
H
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16
SCALE:3/16" = 1'-0"
F.F. 1ST FLOOR
PLAN NORTH
1 2/13/23 OWNER CHANGES
DN UP
W
D
DW
WD
DW
W D
DW
W
D
DW
WD
DW
W D
DW
DNUP
W
D
DW
W D
DW
WD
DW
W
D
DW
W D
DW
WD
DW
1
A3.1
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
38
'
-
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
96
'
-
0
"
14'-0"60'-0"
1
A3.2
60'-0"14'-0"
1
A3.2
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2
W2 W2
W2
W2
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
96
'
-
0
"
60'-0"
60'-0"
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2
W2W2
W2
W2
fire riser
roof below
9" / 12"
1'-0"
wall below
6'
-
2
"
134'-0"
134'-0"
F.E.C.F.E.C.
W2
W2
W3W3
W2
W2
1
A2.2
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
UNIT type 3
UNIT 201
UNIT type 2
UNIT 203
UNIT type 1
UNIT 205
UNIT type 1
UNIT 202
UNIT type 2
UNIT 204
UNIT type 3
UNIT 206
UNIT type 3
UNIT 212
UNIT type 2
UNIT 210
UNIT type 1
UNIT 208
UNIT type 1
UNIT 211
UNIT type 2
UNIT 209
UNIT type 3
UNIT 207
1
1
1
1
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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N
D
A
V
E
N
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E
-
S
u
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t
e
A
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X
B
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,
I
D
A
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8
3
4
4
0
VO
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C
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(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
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W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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t
l
e
:
®
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D
OF
3/7/2023 3:46:34 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.2
2N
D
F
L
O
O
R
P
L
A
N
870
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
T
S
.
OCT, 2022
EUP
BAM
RE
X
B
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G
ID
A
H
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X
B
U
R
G
,
I
D
A
H
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16
SCALE:3/16" = 1'-0"
F.F. 2ND FLOOR
PLAN NORTH
1 2/13/23 OWNER CHANGES
W
D
DW
WD
DW
W D
DW
W
D
DW
WD
DW
W D
DW
W
D
DW
W D
DW
WD
DW
W
D
DW
W D
DW
WD
DW
1
A3.1
96
'
-
0
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
38
'
-
0
"
4'
-
2
"
1
A3.2
2
A3.1
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
1
A3.2
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2 W2
W2
W2
96
'
-
0
"
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2W2
W2
W2
6'
-
2
"
134'-0"
134'-0"
F.E.C.F.E.C.
W2 W2
W3 W3
1
A2.2
60'-0"14'-0"60'-0"
60'-0"14'-0"60'-0"
W2W2
W2
W2
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
UNIT type 3
UNIT 301
UNIT type 2
UNIT 303
UNIT type 1
UNIT 305
UNIT type 1
UNIT 302
UNIT type 2
UNIT 304
UNIT type 3
UNIT 306
UNIT type 3
UNIT 312
UNIT type 2
UNIT 310
UNIT type 1
UNIT 308
UNIT type 1
UNIT 311
UNIT type 2
UNIT 309
UNIT type 3
UNIT 307
1
1
1
1
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
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,
I
D
A
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8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
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3/7/2023 3:46:35 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.3
3R
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870
MA
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OCT, 2022
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SCALE:3/16" = 1'-0"
F.F. 3RD FLOOR
PLAN NORTH
1 2/13/23 OWNER CHANGES
1
A3.1
2
A3.1
EXTERIOR WALL BELOWBEAM BELOW
EXTERIOR WALL BELOW
EXTERIOR WALL BELOW
BEAM BELOW
EXTERIOR WALL BELOW BEAM BELOW
EXTERIOR WALL BELOW
EXTERIOR WALL BELOW
BEAM BELOW
13'-10"
ATTIC DRAFT STOP ATTIC DRAFT STOP
BE
A
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1
A2.2
2'-0"
6"
/
1
2
"
6"
/
1
2
"
3" / 12"3 1/2" / 12"
5" / 12"
5" / 12"5" / 12"
5" / 12"5" / 12"5" / 12"
3" / 12"3 1/2" / 12"
5" / 12"5" / 12"
ATTIC DRAFT STOP ATTIC DRAFT STOP
ATTIC DRAFT STOP ATTIC DRAFT STOP
19
'
-
6
"
R
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STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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:
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3/7/2023 3:46:36 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.4
RO
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P
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A
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870
MA
D
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A
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OCT, 2022
EUP
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16
SCALE:3/16" = 1'-0"
ROOF
PLAN NORTH
TYPICAL NOTES
1. all roofing to be architectural
asphalt shingles on ice & water
sheild. typ.
2. no roof penetrations, including
vents, are permitted within 48" of
attic draft stop.
3. attic draft stops are to be a
maximum of 50'-0" apart. locations
shown on roof plan.
4. static roof vents ("turtle" Vents)
are shown in required locations to
provide code-required venting in
each truss and over-built area.
Do not relocate vents without
architect's prior approval.
5. Roof vents to provide a minimum of
50 sq. inches of ventilation each.
6. ROOF VENTILATION OPENINGS TO BE 48"
MIN. FROM ADJACENT ATTIC DRAFT
STOPS.
7. shaded regions indicate overbuilt
areas.
8. soffit to be continuously
perforated for required
ventilation.
9. 24" x 36" sheathing opening between
trussed and overbuilt area in
indicated locations required to
provide ventilation and access up
into overbuilt areas.
1 2/13/23 OWNER CHANGES
1
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
elev29'-7 1/2"
ROOF
A
A
A
A
A
5
3
27
7
3
11
6
3
2 7
7
3
6
A
A A
AA
A A
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
elev29'-7 1/2"
ROOF
45
2
3
1
2
4
2
3
1
6
A
A
A A
A
A A
A
A A
A
A
1 1
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
elev29'-7 1/2"
ROOF
AA A
AA A
A A A
A
A
A
45
3
3
1
2
6
4
3
3
1
6
6
1 1
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
elev29'-7 1/2"
ROOF
6
5
3
27
7
3
11
6
3
2 7
7
3
6
A A
A
AA
A
A
A
A A
A
A
B
A2.1
APPROX. 38 3/8"
46
"
4"
6X6 TUBE STEEL
6X6 TUBE STEEL
C6X8.2
2X2 SQUARE MESH
16 GA. INFILL
A2.1
C
6X6 TUBE STEEL
6X6 TUBE STEEL
C6X8.2 - "C"
FACING OUT
4"
46
"
2X2 SQUARE MESH
16 GA. INFILL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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e
c
t
:
Dr
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T
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:
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3/7/2023 3:46:46 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA2.1
EX
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870
MA
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A
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.
OCT, 2022
eup
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SCALE:1" = 10'-0"
PLAN SOUTH ELEVATION
SCALE:1" = 10'-0"
PLAN WEST ELEVATION
SCALE:1" = 10'-0"
PLAN EAST ELEVATION
SCALE:1" = 10'-0"
PLAN NORTH ELEVATION
KEY NOTES
1 ARCHITECTURAL ASPHALT SHINGLES
2 VERTICAL WOOD SIDING
3 HORIZONTAL WOOD SIDING
4 VERTICAL WAINSCOT
5 RIGHT DIAGONAL WAINSCOT
6 LEFT DIAGONAL WAINSCOT
7 vertical WIDE WOOD SIDING
SCALE:3/4" = 1'-0"A2.1
ATRESTLE RAILING
SCALE:3/4" = 1'-0"A2.1
BTRESTLE SECTION
SCALE:1 1/2" = 1'-0"A2.1
CTRESTLE RAILING - DETAIL
TYPICAL NOTES
1. ALL MECHANICALLY FASTENED FLASHING SHALL
BE EXTENDED UP WALL A MINIMUM OF 9".
2. sELF-ADHERED FLASHING OF SELF-HEALING
NATURE SHALL BE USED AT FASTENER
PENETRATIONS AT ALL HEADS AND JAMBS.
3. fLASHING TO BE APPLIED OVER SOLID
BACKING PER MANUFACTURER'S INSTRUCTIONS.
4. dOOR / WINDOW FRAME SHALL NOT BE USED AS
CLADDING TERMINATION. INSTALL PER AAMA
2400-10, WHICH REQUIRES A 1/4" MINIMUM JOINT
FOR CLADDING EXPANSION AND
CONSTRACTION. FILL JOINT WITH BACKER ROD
AND COMPATIBLE SEALANT PER PROCEDURE
5.5, 6.4, AND 6.5. "J" MOLD SHALL BE USED TO
TERMINATE SIDING AT JAMBS AND SILLS AS
REQUIRED. INSTALL PER SIDING
MANUFACTURER'S WRITTEN INSTRUCTIONS.
5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP
FLASHING IN ADDITION TO MEMBRANE FLASHING.
SET FLASHING IN BED OF MASTIC. NO SEALANT
SHALL BE PLACED BETWEEN THE CLADDING
AND DRIP EDGE.
6. PERIMETER WINDOW / DOOR VOIDS SHALL BE
FILLED WITH LOW-EXPANSION URETHANE FOAM.
7. EXTERIOR WALL PENETRATIONS, SUCH AS
VENTS, ELECTRICAL PANELS, UTILITY VAULTS,
FIRE EXTINGUISHER CABINETS, AND SO FORTH
SHALL BE FLASHED AS A DOOR / WINDOW.
8. WINDOW SILL WEEP HOLES SHALL NOT BE
BLOCKED, THEY MUST BE OPEN.
NOT USED
NOT USED
NOT USED
1 2/13/23 OWNER CHANGES
1
1
1
1
1
1
1
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
elev29'-7 1/2"
ROOF
5
1
2 2
1
6
22
1
B
B
B B
B
B
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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3
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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:
®
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3/7/2023 3:46:47 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA2.2
EX
T
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I
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A
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I
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S
870
MA
D
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T
A
T
I
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N
A
P
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S
.
OCT, 2022
eup
bam
RE
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ID
A
H
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X
B
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,
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16
KEY NOTES
1 ARCHITECTURAL ASPHALT SHINGLES
2 VERTICAL WOOD SIDING
3 HORIZONTAL WOOD SIDING
4 VERTICAL WAINSCOT
5 RIGHT DIAGONAL WAINSCOT
6 LEFT DIAGONAL WAINSCOT
7 vertical WIDE WOOD SIDING
TYPICAL NOTES
1. ALL MECHANICALLY FASTENED FLASHING SHALL
BE EXTENDED UP WALL A MINIMUM OF 9".
2. sELF-ADHERED FLASHING OF SELF-HEALING
NATURE SHALL BE USED AT FASTENER
PENETRATIONS AT ALL HEADS AND JAMBS.
3. fLASHING TO BE APPLIED OVER SOLID
BACKING PER MANUFACTURER'S INSTRUCTIONS.
4. dOOR / WINDOW FRAME SHALL NOT BE USED AS
CLADDING TERMINATION. INSTALL PER AAMA
2400-10, WHICH REQUIRES A 1/4" MINIMUM JOINT
FOR CLADDING EXPANSION AND
CONSTRACTION. FILL JOINT WITH BACKER ROD
AND COMPATIBLE SEALANT PER PROCEDURE
5.5, 6.4, AND 6.5. "J" MOLD SHALL BE USED TO
TERMINATE SIDING AT JAMBS AND SILLS AS
REQUIRED. INSTALL PER SIDING
MANUFACTURER'S WRITTEN INSTRUCTIONS.
5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP
FLASHING IN ADDITION TO MEMBRANE FLASHING.
SET FLASHING IN BED OF MASTIC. NO SEALANT
SHALL BE PLACED BETWEEN THE CLADDING
AND DRIP EDGE.
6. PERIMETER WINDOW / DOOR VOIDS SHALL BE
FILLED WITH LOW-EXPANSION URETHANE FOAM.
7. EXTERIOR WALL PENETRATIONS, SUCH AS
VENTS, ELECTRICAL PANELS, UTILITY VAULTS,
FIRE EXTINGUISHER CABINETS, AND SO FORTH
SHALL BE FLASHED AS A DOOR / WINDOW.
8. WINDOW SILL WEEP HOLES SHALL NOT BE
BLOCKED, THEY MUST BE OPEN.
SCALE:1" = 10'-0"
BREEZEWAY ELEVATION
1
1
1 2/13/23 OWNER CHANGES
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
elev29'-7 1/2"
ROOF
14
22
811
12
34
5 7
8
6
12
16
21
11
14
14
1
1013
15
22
8 11
1 2
3 4
57
8
6
12
16
21
11
1
10 13
18
23 23
15
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
elev-4'-0"
T.O.FOOTING
elev29'-7 1/2"
ROOF
1
A3.1
1221112
3344
5566 7
8888
6
9
10
11
12
13
15
8
16
18
19
20
21
2
34
5 6
10
11
13
8
21
7
9
11
12
15
8
16
19
20
21
9
11 8
21
3 4
5 6
11 111111
9'
-
1
1
/
2
"
10
'
-
3
"
10
'
-
3
"
9
17
17
212121
9
9
21
17
17
17
17
17
17
17
23 23
10 131013 1010
A2.1
A
18
1
A2.2
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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1
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA3.1
BU
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870
MA
D
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A
P
T
S
.
OCT, 2022
eup
bam
RE
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ID
A
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B
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,
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16SCALE:3/16" = 1'-0"
Section b
SCALE:3/16" = 1'-0"
Section A
KEY NOTES
1 FOOTING AND FOUNDATION AS PER STRUCTURAL DRAWINGS
2 COMPACTED ENGINEERED FILL
3 6" FREE DRAINING GRAVEL
4 VAPOR BARRIER
5 4" CONCRETE SLAB - SEE STRUCTURE
6 TREATED 2X PLATE W/ ANCHOR BOLTS - SEE STRUCTURAL
DRAWINGS
7 BITUMINOUS DAMPPROOFING
8 (2) LAYERS 5/8" TYPE 'x' GYP. BD. ON CHANNELS (1 HOUR RATED
CEILING)
9 3" CONCRETE ON FLOOR STRUCTURE, SEE STRUCTRAL DRAWINGS
10 2 LAYERS 5/8" TYPE 'X' GYP. BD. CEILING (1 HOUR RATED)
11 SOUND BATT INSULATION - FLOORS. fill cavity
12 EXTERIOR WALL BATT INSULATION. r-21
13 FOIL SCRIM KRAFT (FSK) BATT INSULATION ABOVE SUSPENDED
GYP. CEILING SYSTEMS IN ATTIC SPACE. r-50
14 sound batt insulation - walls. Fill cavity
15 ARCHITECTURAL ASPHALT SHINGLES ON ICE & WATER SHEILD ON
30# BUILDING FELT THROUGHOUT.
16 5/8" TYPE 'X' GYP. BD. (INSIDE ONLY)
17 5/8" TYPE 'X' GYP. BD. (1 LAYER EA. SIDE OF WALL) 1 HOUR FIRE
RATED
18 ATTIC DRAFT STOP - (1) LAYER 5/8" TYPE 'X' GYP. BD. ON (1)
SIDE OF ROOF TRUSS TAPE ALL JOINTS AND SEAL ALL
PENETRATIONS
19 AIR INFILTRATION BARRIER - TYVEK COMMERCIAL WRAP "d" OR
EQUAL, ALL JOINTS AND PENETRATIONS TO BE TAPED AND
SEALED, TYPICAL, ALL EXTERIOR WALLS
20 SHEATHING
21 1" GYP. CRETE ON 1/4" SOUND REDUCTION BD. (1 1/4" GYP. CRETE
IF SOUND BD. IS DELETED) ON FLOOR SEATHING
22 11 7/8" TJI FLOOR JOIST - SEE STRUCTURAL DRAWINGS
23 2" r-10 rigid insulation
MINIMUM INSULATION VALUES
• EXTERIOR WALL R21
• ROOF R38
• FOUNDATION WALL R20
• SOUND INSULATED FLOOR R11
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
A3.2
2
A3.2
3
STEEL STRUCTURE -
SEE STRUCTURAL
CONC. LANDING
OVER STEEL
DECK -SEE
STRUCT.
4" x 4" x 1/4"
STEEL ANGLE
WELD TO
BEAM AND
STRINGER
1 x 2" x 1/4" x REQ'D
LENGTH WELD TO PLATE
STAIR STRINGER
SEE STRUCT.
1" WIDE VISUAL
MARKING
STRIPE
TREAD: PRECAST
CONC. BOLT TO
ANGLE 5/8" BOLTS
CAST INTO TREAD
(2) EA. END
3/16" PLATE RISER
WELDED TO
STRINGER EA. END
STEEL BEAM
SEE STRUCT.
STEEL ANGLE BRACKET
1 1/2" x 1 1/2" x 3/16"
WELD AT STRINGER
1" SQUARE TUBE
STEEL WELDED
TO RAILS 1 1/2" SQUARE
TUBE STEEL
TOP RAILS
3" SQUARE TUBE
STEEL RISER
WELDED TO
STRINGER
1 1/2" 0 O.D.
TUBE STEEL
HAND RAIL
A
A
STAIR STRINGER
SEE STRUCT.STAIR STRINGER
SEE STRUCT.
1 1/2" SQUARE
TUBE STEEL
TOP RAIL
1 1/2" 0 O.D.
TUBE STEEL
HAND RAIL
1 1/2" SQUARE
TUBE STEEL
BOTTOM RAIL
• ALL WELDS TO BE GROUND SMOOTH
• ALL STEEL RAILING COMPONENTS TO BE
POWDER COATED
• COMPONENTS SHALL BE ASSEMBLED
SO AS A 4" 0 CYLINDER CANNOT PASS
THROUGH GAP
3" SQUARE
TUBE STEEL
RISER WELDED
TO STRINGER
NOTCH RISER AT STRINGER
GRIND WELDS SMOOTH
ELEVATION SECTION A
TREAD:
PRECAST CONC.
BOLT TO ANGLE 5/8"
BOLTS CAST INTO
TREAD (2) EA. END TREAD:
PRECAST CONC.
BOLT TO ANGLE 5/8"
BOLTS CAST INTO
TREAD (2) EA. END
CLCL
CL
CL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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2
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(
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2
7
1
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W
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J
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A
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C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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Dr
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T
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA3.2
ST
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870
MA
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P
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OCT, 2022
EUP
BAM
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16
SCALE:1/2" = 1'-0"A3.2
1STAIR SECTION
SCALE:1 1/2" = 1'-0"A3.2
2STAIR DETAIL
SCALE:3/4" = 1'-0"A3.2
3STAIR DETAIL
plywood
sheathing -see
structural
5/8" TYPE 'X' GYP.
BD.
2x6 STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
r-21 batt
insulation
5/8" TYPE 'X' GYP.
BD. OR FIBERGLASS
REINFORCED GYP.
BD. WHERE EXPOSED
TO WEATHER.
siding per
owner's
selection
vapor barrier
5/8" TYPE 'X'
GYP. BOARD
SOUND ATTENUATION
BAtt INSULATION
5/8" TYPE 'X'
GYP. BOARD
DOUBLE 2x4 STUD
WALL @ 16" O.C.
STAGGER STUD
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
SOUND ATTENUATION
plywood
sheathing -see
structural
5/8" TYPE 'X' GYP.
BD.
2x6 STUD WALL @
16" O.C.
r-21 batt
insulation
siding per
owner's
selection
vapor barrier
5/8" GYP. BD. EA.
SIDE
2x4 STUD WALL
@ 16" O.C.
5/8" GYP. BD. EA.
SIDE
2x4 STUD WALL @
16" O.C.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
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2
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3
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)
3
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2
7
1
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W
.
J
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A
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C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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c
t
:
Dr
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T
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:
®
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA3.3
WA
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870
MA
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.
OCT, 2022
JRN
BAM
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A
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X
B
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,
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16
wall type 1wall type 2wall type 3wall type 4wall type 5
2'
-
6
"
1'
-
6
"
VA
R
I
E
S
-
S
E
E
D
E
T
A
I
L
4
&
4
A
2'-0"2'-0"
VA
R
I
E
S
-
S
E
E
D
E
T
A
I
L
2
&
2
A
2'-9"2'-1"
3'
-
0
"
VA
R
I
E
S
-
S
E
E
D
E
T
A
I
L
4
&
4
A
1'
-
6
"
2'
-
6
"
2'-0"
VA
R
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S
-
S
E
E
D
E
T
A
I
L
2
&
2
A
2'-0"2'-3"2'-8"2'-3"1'-6"
3'
-
0
"
1'
-
6
"
2'
-
6
"
3'-3"
2'
-
1
0
"
2'-9"
2'
-
1
0
"
TYPE 'A' UNITS: CABINETRY
MUST BE REMOVABLE. WALL TO
BE FINISHED BEHIND, AND
FLOOR FINISHED BELOW.
2'-3"2'-8"2'-3"1'-6"
3'
-
0
"
1'
-
6
"
2'
-
6
"
2'
-
6
"
1'
-
8
"
2'
-
1
0
"
TYPE 'A' UNITS: CABINETRY
BELOW LOWER COUNTERTOP
MUST BE REMOVABLE. WALL
TO BE FINISHED BEHIND, AND
FLOOR FINISHED BELOW.
2'-9"2'-1"
2'
-
1
0
"
TYPE 'A' UNITS: CABINETRY
BELOW SINK MUST BE
REMOVABLE. WALL TO BE
FINISHED BEHIND, AND FLOOR
FINISHED BELOW.
ADA DISHWASHER
2'
-
1
0
"
2'-0"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
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N
U
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-
S
u
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t
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A
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B
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,
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3
4
4
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(
2
0
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)
3
5
9
-
2
3
0
9
F
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(
2
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)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA4.1
MI
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1
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870
MA
D
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A
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OCT, 2022
EUP
BAM
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SCALE:3/4" = 1'-0"A4.1
1KITCHEN
SCALE:N.T.S.A4.1
2KITCHEN
SCALE:3/4" = 1'-0"A4.1
3KITCHEN
SCALE:3/4" = 1'-0"A4.1
4KITCHEN
SCALE: N.T.S.A4.1
5BATHROOM
SCALE: N.T.S.A4.1
5ATYPE 'A' BATH
SCALE:3/4" = 1'-0"A4.1
4ATYPE 'A' UNIT KITCHEN
SCALE:3/4" = 1'-0"A4.1
2ATYPE 'A' UNIT KITCHEN
SCALE: N.T.S.A4.1
8BATHROOM
1
1 2/13/23 OWNER CHANGES
5'
-
9
"
1'
-
3
"
2'-0"1'-0"
VA
R
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S
-
S
E
E
D
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A
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4
&
4
A
3'
-
0
"
1'
-
6
"
2'
-
6
"
2'-3"2'-6"1'-6"2'-3"
2'-0"1'-0"
5'
-
9
"
1'
-
3
"
VA
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-
S
E
E
D
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A
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4
&
4
A
2'-1"2'-9"1'-1"
3'
-
0
"
2'
-
1
0
"
2'-0"
2'
-
1
0
"
1'-3"2'-5"
TYPE 'A' UNITS: CABINETRY
MUST BE REMOVABLE. WALL TO
BE FINISHED BEHIND, AND
FLOOR FINISHED BELOW.
2'
-
1
0
"
2'-1"2'-9"1'-1"
TYPE 'A' UNITS: CABINETRY
BELOW SINK MUST BE
REMOVABLE. WALL TO BE
FINISHED BEHIND, AND FLOOR
FINISHED BELOW.
ADA DISHWASHER
3'
-
0
"
1'
-
6
"
2'
-
6
"
2'-3"2'-6"1'-6"2'-3"
2'
-
1
0
"
TYPE 'A' UNITS: CABINETRY
BELOW LOWER COUNTERTOP
MUST BE REMOVABLE. WALL TO
BE FINISHED BEHIND, AND
FLOOR FINISHED BELOW.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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3
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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c
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:
Dr
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T
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3/7/2023 3:46:57 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA4.2
MI
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2
"
U
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870
MA
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A
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I
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N
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P
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OCT, 2022
EUP
BAM
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ID
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16
SCALE:3/4" = 1'-0"A4.2
1KITCHEN
SCALE:3/4" = 1'-0"A4.2
2KITCHEN
SCALE:3/4" = 1'-0"A4.2
3KITCHEN
SCALE:3/4" = 1'-0"A4.2
4KITCHEN
SCALE: N.T.S.A4.2
5BATHROOM
SCALE: N.T.S.A4.2
6BATHROOM
SCALE:3/4" = 1'-0"A4.2
4AKITCHEN - TYPE 'A' UNITS
SCALE:3/4" = 1'-0"A4.2
2AKITCHEN - TYPE 'A' UNITS
2'
-
1
0
"
1'-3"2'-3"1'-3"
TYPE 'A' UNITS: CABINETRY
MUST BE REMOVABLE. WALL TO
BE FINISHED BEHIND, AND
FLOOR FINISHED BELOW.
2'
-
1
0
"
1'-3"2'-2 1/2"
2'
-
1
0
"
2'
-
1
0
"
2'-0"
VA
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&
8
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2'
-
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"
1'
-
6
"
VA
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&
6
A
2'-3"2'-7"2'-3"1'-0"
3'
-
0
"
1'
-
6
"
2'
-
6
"
2'
-
6
"
1'
-
6
"
3'
-
0
"
2'-3"
2'-1"2'-9"1'-0"
3'
-
0
"
TYPE 'A' UNITS: CABINETRY
BELOW SINK MUST BE
REMOVABLE. WALL TO BE
FINISHED BEHIND, AND FLOOR
FINISHED BELOW.
2'
-
1
0
"
1'-0"2'-9"2'-1"
2'
-
1
0
"
2'-3"2'-7"2'-3"1'-0"
3'
-
0
"
1'
-
6
"
2'
-
6
"
TYPE 'A' UNITS: CABINETRY
BELOW LOWER COUNTERTOP
MUST BE REMOVABLE. WALL TO
BE FINISHED BEHIND, AND
FLOOR FINISHED BELOW.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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(
2
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8
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3
5
9
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3
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F
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8
)
3
5
9
-
2
2
7
1
WW
W
.
J
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A
.
C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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t
l
e
:
®
J
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA4.3
MI
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3
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U
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870
MA
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A
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.
OCT, 2022
EUP
BAM
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B
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X
B
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,
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16
SCALE: N.T.S.A4.3
1BATHROOM
SCALE: N.T.S.A4.3
2BATHROOM
SCALE: N.T.S.A4.3
3BATHROOM
SCALE: N.T.S.A4.3
4BATHROOM
SCALE:3/4" = 1'-0"A4.3
5KITCHEN
SCALE:3/4" = 1'-0"A4.3
6KITCHEN
SCALE:3/4" = 1'-0"A4.3
7KITCHEN
SCALE:3/4" = 1'-0"A4.3
8KITCHEN
SCALE:3/4" = 1'-0"A4.3
8AKITCHEN - TYPE 'A' UNITS
SCALE:3/4" = 1'-0"A4.3
6AKITCHEN - TYPE 'A' UNITS
ADA DISHWASHER
2 panel PATIO
SE
E
S
C
H
E
D
U
L
E
SEE SCHEDULE
12
"
A B
SEE SCHEDULE
SE
E
S
C
H
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D
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2"
VA
R
I
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VA
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3"
HOLLOW
METAL
FI
E
L
D
VE
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F
Y
BA
WOOD
FRAME
3"
4 3/4"
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
HEADER SEE
STRUCT.
WOOD STUD WALL,
SEE WALL TYPE
2 4
2 4
HARDWOOD FRAME
3"
4
3
/
4
"
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
DOUBLE STUD
2
4
2
4
WOOD STUD WALL,
SEE WALL TYPE
HARDWOOD
FRAME
9"
2 6
HOLLOW METAL
FRAME
INSULATED
CONTINUOUS
CAULK BOTH
SIDES
HEADER
SEE STRUCT.
INSULATE
2X6 STUD WALLSEE WALL TYPES
FOR WALL
CONSTRUCTION AT
DOOR LOCATION
CONTINUOUS CAULK
BOTH SIDESHOLLOW METAL
FRAME INSULATED
2
6
2
6
FRAME ANCHOR
INSULATE
2X6 STUD wall
SEE WALL TYPES FOR
WALL CONSTRUCTION AT
DOOR LOCATION
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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(
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8
)
3
5
9
-
2
2
7
1
WW
W
.
J
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W
A
.
C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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t
l
e
:
®
J
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3/7/2023 3:47:00 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA5.1
DO
O
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D
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870
MA
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T
A
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I
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A
P
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.
OCT, 2022
JRN
BAM
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X
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ID
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X
B
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,
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16
DOOR SCHEDULE
MA
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SI
N
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PA
I
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DO
O
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DOOR FRAME DETAILS
UL
L
A
B
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(
I
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S
)
REMARKS
SIZE
MA
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FI
N
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FR
A
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161 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
162 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
168 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
170 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
A3 ●A 2'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A4 ●A 5'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A5 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A6 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A7 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A8 ●B 6'-0" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
A9 ●A 2'-6" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
A10 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B1 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
B2 ●A 2'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B3 ●A 3'-0" 6'-8" 1 3/4" WOOD PAINT - - 1/A5.1 2/A5.1 BARN DOOR HARDWARE
B4 ●A 4'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B5 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B6 ●B 6'-0" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
B7 ●A 2'-6" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
B8 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B9 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B10 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C1 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
C2 ●A 2'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C3 ●A 4'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C4 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C5 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C6 ●A 4'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C7 ●B 5'-0" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
C8 ●A 2'-6" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
C9 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C10 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C11 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
F1 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 30
F2 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 30
SCALE:n.t.s.
DOOR TYPES
SCALE:n.t.s.
TYP. FRAME PROFILE
SCALE: N.T.S.A5.1
1HEADER - 2x4
SCALE: N.T.S.A5.1
2JAMB - 2x4
SCALE: N.T.S.A5.1
3HEADER - 2X6
SCALE: N.T.S.A5.1
4JAMB - 2X6
NOTE:FOR DOOR CHANGES IN TYPE 'A' UNITS, SEE ENLARGED FLOOR PLANS ON SHEETS A6.1-A6.3.
A B
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
WINDOW NOTES
• GLAZING FOR TYPE 1 TO BE 1" INSULATED LOW "E" ON ALL
SIDEs
• GLAZING TO BE CLEAR
2 6
2 6
SHEATHING W/ BLDG. WRAP
2x6 STUD WALL
INSULATED
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
DRIP
FLASHING
SHIM AS NEEDED
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
SEE WINDOW
SCHED. FOR
WINDOW TYPE
SIDING PER
OWNER'S
SELECTION
VINYL 'J' TRIM
5/8" TYPE 'X' GYP.
BD. WHERE
OCCURS. SEE WALL
TYPES
R 1 /2 "
2
6
2
6
CONTINUOUS
CAULK EA.
SIDE. TYP.
1/2" SHEATHING
2x6 STUD WALL
INSULATED
AIR
INFILTRATION
BARRIER
WOOD SILL
PAINTED 5/8" TYPE 'X' GYP. BD.
TEXTURE AND PAINT
SEE WINDOW
SCHED. FOR
WINDOW TYPES
5/8" TYPE 'X'
GYP. BD.
WHERE OCCURS
6
2 6
1/2" SHEATHING
2x6 STUD WALL
INSULATED
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
2
SHIM AS NEEDED
SEE WINDOW SCHED.
FOR WINDOW TYPE
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
5/8" TYPE 'X'
GYP BD. WHERE
OCCURS
AIR INFILTRATION
BARRIER
3/4" WOOD SILL
PAINTED
3/4"x3 1/2" WOOD TRIM
PAINTED
SIDING PER
OWNER'S
SELECTION
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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OF
3/7/2023 3:47:01 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA5.2
WI
N
D
O
W
S
C
H
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D
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870
MA
D
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S
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N
S
T
A
T
I
O
N
A
P
T
S
.
OCT, 2022
eup
BAM
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X
B
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ID
A
H
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X
B
U
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G
,
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D
A
H
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16
WINDOW SCHEDULE
MARK
SIZE FRAME
REMARKSWIDTH HEIGHT MAT. FIN. OPER GLAZ'G BLINDS
A 6'-0" 5'-0" VINYL FACTORY SLIDING 1 Yes
AA 2'-5 1/8" 2'-5 1/8"
B 6'-0" 5'-0" VINYL FACTORY FIXED 1 Yes
BB 2'-5 1/8" 2'-5 1/8"
C 2'-5 1/8" 2'-5 1/8"
CC 2'-5 1/8" 2'-5 1/8"
D 2'-5 1/8" 2'-5 1/8"
DD 2'-5 1/8" 2'-5 1/8"
E 2'-5 1/8" 2'-5 1/8"
EE 2'-5 1/8" 2'-5 1/8"
F 2'-5 1/8" 2'-5 1/8"
FF 2'-5 1/8" 2'-5 1/8"
G 2'-5 1/8" 2'-5 1/8"
H 2'-5 1/8" 2'-5 1/8"
I 2'-5 1/8" 2'-5 1/8"
J 2'-5 1/8" 2'-5 1/8"
K 2'-5 1/8" 2'-5 1/8"
L 2'-5 1/8" 2'-5 1/8"
M 2'-5 1/8" 2'-5 1/8"
MM 2'-5 1/8" 2'-5 1/8"
N 2'-5 1/8" 2'-5 1/8"
NN 2'-5 1/8" 2'-5 1/8"
O 2'-5 1/8" 2'-5 1/8"
OO 2'-5 1/8" 2'-5 1/8"
P 2'-5 1/8" 2'-5 1/8"
PP 2'-5 1/8" 2'-5 1/8"
Q 2'-5 1/8" 2'-5 1/8"
QQ 2'-5 1/8" 2'-5 1/8"
R 2'-5 1/8" 2'-5 1/8"
RR 2'-5 1/8" 2'-5 1/8"
S 2'-5 1/8" 2'-5 1/8"
T 2'-5 1/8" 2'-5 1/8"
U 2'-5 1/8" 2'-5 1/8"
V 2'-5 1/8" 2'-5 1/8"
W 2'-5 1/8" 2'-5 1/8"
X 2'-5 1/8" 2'-5 1/8"
Y 2'-5 1/8" 2'-5 1/8"
Z 2'-5 1/8" 2'-5 1/8"
SCALE:1/2" = 1'-0"
WINDOW TYPES
SCALE: N.T.S.A5.2
4WINDOW HEADER
SCALE: N.T.S.A5.2
5WINDOW JAMB
SCALE: N.T.S.A5.2
6WINDOW SILL
W D
DW
8'-7 1/2"9'-6 1/2"13'-4"
6'
-
3
"
3'
-
9
"
4'
-
7
1
/
2
"
9'
-
2
"
10
'
-
0
"
4'
-
3
"
A4.1
1
2
3
4
A4.1
5
A4
A5
A7
A6
A10
A3
A
A
23
'
-
4
"
W4
W4
W4
W4
W4
W5W4
W4
W4
W4
4'-9"3'-10"
5'
-
0
"
5'
-
0
"
5'-8 1/2"3'-4"
8'-7"9'-6 3/4"4'-3 3/4"9'-0 1/2"
13'-4"
3'
-
6
"
5'
-
8
"
23
'
-
9
1
/
2
"
31'-6"
31'-6"
W3
W2
W2
W2
W2
W3
LIVING ROOM
PANTRY
LAUNDRY
WALK-IN CLOSET
HVAC
BEDROOM
STUDY
HALL
KITCHEN
DINING NOOK
FE
W4
40" CLEAR MIN.
A9
8'-0" ceiling to
accomodate water
heater.
A8
ON FIRST FLOOR, INSTALL 2X10 BACKING IN
MARKED WALLS FOR ADAPTABLE GRAB
BAR. INSTALL SO THAT CENTER OF BACKING
IS AT REQUIRED HEIGHT -SEE SHEET G1.2
FOR GRAB BAR LOCATIONS.
BATHROOM
A6.1
A
A4.1
A4.1A4.1
W4
8
GENERAL NOTES
1. ALL WINDOWS AND EXTERIOR OPENINGS ARE TO BE
CENTERED ON INTERIOR surface OF WALL U.N.O.
2. ALL DOOR OPENINGS ARE TO BE CENTERED ON WALL OR
3" FORM CORNER U.N.O.
3. ALL WALL DIMENSIONS TO SURFACE OF WALL STUD.
4. F.E. FIRE EXTINGUISHER NOTED AS "FE".
A4.1
5
-
4'-9 1/2"1'-8"5'-2"
11'-7 1/2"
A4.1
5A
IINSTALL 2X10 BACKING IN
MARKED WALLS FOR
ADAPTABLE GRAB BAR.
INSTALL SO THAT CENTER OF
BACKING IS AT REQUIRED
HEIGHT -SEE SHEET G1.2 FOR
GRAB BAR LOCATIONS.
CLOSET AND
DOOR REMOVED
WALL AND DOOR MOVED
COUNTERTOP AND
CABINETRY
NARROWED -SEE
INT. ELEVATIONS
BATHTUB TO HAVE
REMOVABLE SEAT
8
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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3
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3
5
9
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1
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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c
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:
Dr
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3/7/2023 3:47:02 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA6.1
LA
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MA
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P
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.
OCT, 2022
EUP
BAM
RE
X
B
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G
ID
A
H
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B
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16
SCALE:1/2" = 1'-0"
TYPICAL UNIT TYPE "1"
SCALE:1/2" = 1'-0"A6.1
ATYPE 'A' BATHROOM
1 2/13/23 OWNER CHANGES
1
W
D
DW
W
D
14
'
-
5
1
/
2
"
8'
-
9
"
12'-11 1/2"6'-5"9'-4"
4'
-
4
"
4'-2"
5'
-
5
3
/
4
"
5'
-
1
1
/
4
"
4'
-
0
"
3'
-
8
"
2'
-
1
1
"
A4.23
2
1
4
A4.25
6
A
B1
B5 B4
B8 B9
B10
B3
B2
W4
W4
W4
W4
W4
W4
W4
W4
W4
5'
-
3
1
/
2
"
5'
-
3
1
/
2
"
3'
-
1
0
1
/
2
"
4'
-
3
"
4'
-
6
"
3'-0 3/4"3'-4 1/4"4'-3"5'-1"
2'-7"
4'-2"20'-4 1/2"4'-2"
8'
-
3
1
/
2
"
4'
-
4
"
5'
-
1
1
1
/
2
"
2'
-
4
"
23
'
-
2
1
/
2
"
23
'
-
2
1
/
2
"
W3
W2 W3
W1
W1
28'-8 1/2"
28'-8 1/2"
W2
W4
W2
40
"
C
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A
R
M
I
N
.
LIVING ROOM KITCHEN
PANTRY
UTILITY
BATHROOM
WALK-IN CLOSET
CLOSET
BEDROOM
HVAC
FE
B7
8'-0" soffit above W/D
for Water Heater.
3'
-
5
7
/
1
6
"
ON FIRST FLOOR, INSTALL 2X10 BACKING IN
MARKED WALLS FOR ADAPTABLE GRAB
BAR. INSTALL SO THAT CENTER OF BACKING
IS AT REQUIRED HEIGHT -SEE SHEET G1.2
FOR GRAB BAR LOCATIONS.
A6.2
A
A4.2A4.2
GENERAL NOTES
1. ALL WINDOWS AND EXTERIOR OPENINGS ARE TO BE
CENTERED ON INTERIOR surface OF WALL U.N.O.
2. ALL DOOR OPENINGS ARE TO BE CENTERED ON WALL OR
3" FORM CORNER U.N.O.
3. ALL WALL DIMENSIONS TO SURFACE OF WALL STUD.
4. F.E. FIRE EXTINGUISHER NOTED AS "FE".
A4.25
6
5'
-
8
1
/
4
"
5'
-
6
3
/
4
"
3'-2 3/4"
8'-0" soffit above w/d
for water heater
INSTALL 2X10 BACKING IN MARKED WALLS
FOR ADAPTABLE GRAB BAR. INSTALL SO
THAT CENTER OF BACKING IS AT REQUIRED
HEIGHT -SEE SHEET G1.2 FOR GRAB BAR
LOCATIONS.
BATHTUB TO HAVE
REMOVABLE SEAT
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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N
D
A
V
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N
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-
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)
3
5
9
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2
2
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1
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W
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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t
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e
:
®
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3/7/2023 3:47:03 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA6.2
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OCT, 2022
EUP
BAM
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16
SCALE:1/2" = 1'-0"
TYPICAL TYPE 2 UNIT
SCALE:1/2" = 1'-0"A6.2
ATYPE 'A' BATHROOM
WD
DW
W D
A4.3
6
8'-11 1/2"4'-8 1/2"5'-1 1/2"
13'-8"3'-7"6'-7"
4'
-
1
0
1
/
2
"
10
'
-
2
"
4'
-
4
1
/
2
"
8'
-
9
1
/
2
"
13
'
-
1
1
1
/
2
"
15
'
-
0
1
/
4
"
1'
-
6
"
1'
-
1
0
"
5'
-
7
"
2'
-
4
"
11
'
-
8
3
/
4
"
4'
-
2
"
7
8
5
A4.34
A4.32
3
1
C2
C1
C11
C10 C9
C6
C5
C4
B
W4
W4
W4
W4
W4
W5
W4
W4
W4
W4
W5
W4
W4
W4
4'-9"19'-6 1/2"
2'
-
4
"
7'
-
1
0
"
6'-8 1/4"6'-11 3/4"
4'
-
4
1
/
2
"
3'
-
4
"
5'
-
5
1
/
2
"
3'-0"
4'-3"4'-8 1/2"4'-8 1/2"
42
'
-
2
"
7'
-
5
"
7'
-
7
1
/
4
"
42
'
-
2
"
W3
W2
W2
W2
W1
W1
W4
W4
C3
40
"
C
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A
R
M
I
N
.
40" MIN
PANTRY
KITCHEN
WALK-IN CLOSET
BATHROOM
BEDROOM #1
?
HVAC
CLOSET
BATHROOM
CLOSET
LIVING ROOM
HALL
FE
3'-0 1/2"3'-6 1/2"
FIRE RISER
(FIRST FLOOR
ONLY)
W1
W1
W1
C8
8'-0" soffit
above w/d for
water heater
1
A2.2
ON FIRST FLOOR, INSTALL 2X10
BACKING IN MARKED WALLS
FOR ADAPTABLE GRAB BAR.
INSTALL SO THAT CENTER OF
BACKING IS AT REQUIRED
HEIGHT -SEE SHEET G1.2 FOR
GRAB BAR LOCATIONS.
24'-3 1/2"
23'-10"
A6.3
A
A6.3
B
A4.3A4.3
GENERAL NOTES
1. ALL WINDOWS AND EXTERIOR OPENINGS ARE TO BE
CENTERED ON INTERIOR surface OF WALL U.N.O.
2. ALL DOOR OPENINGS ARE TO BE CENTERED ON WALL OR
3" FORM CORNER U.N.O.
3. ALL WALL DIMENSIONS TO SURFACE OF WALL STUD.
4. F.E. FIRE EXTINGUISHER NOTED AS "FE".
BATHTUB TO HAVE
REMOVABLE SEAT
DOOR TO SWING OUT INTO
BEDROOM.
DOOR TO BE POCKET
DOOR
IINSTALL 2X10 BACKING IN
MARKED WALLS FOR
ADAPTABLE GRAB BAR.
INSTALL SO THAT CENTER OF
BACKING IS AT REQUIRED
HEIGHT -SEE SHEET G1.2 FOR
GRAB BAR LOCATIONS.
BATHROOM
1'
-
6
"
4'-8"
WALK-IN CLOSET
3'
-
4
"
5'
-
5
1
/
2
"
4'
-
4
1
/
2
"
A4.34
3
48" CLEAR MIN.
4'-6"5'-8"
3'
-
4
"
5'
-
7
"
4"
5'-5 1/2"4'-8 1/2"
3'
-
0
"
5'
-
1
1
"
CLOSET IS REDUCED IN WIDTH.
DOOR IS REDUCED TO
3'-8" BY 6'-8".
WASHER AND DRYER
ACCESSED FROM LIVING
ROOM -VERIFY SIZE OF
MACHINES IN CLOSET.
4'-10" BY 6'-8" DOUBLE
DOOR ADDED.
WALL ADDED BEHIND
WASHER AND DRYER.
CLOSET REDUCED IN
WIDTH TO PROVIDE
48" CLEAR ACCESS
TO BEDROOM DOOR.
BATHROOM
CLOSET
CLOSET
8'-0" soffit
above w/d for
water heater
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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3/7/2023 3:47:05 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA6.3
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OCT, 2022
EUP
BAM
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16
SCALE: 3/8" = 1'-0"
TYPICAL TYPE 3 UNIT
SCALE: 3/8" = 1'-0"
TYPE 'A' MASTER BATHROOM
SCALE: 3/8" = 1'-0"
TYPE 'A' BATHROOM & LAUNDRY
CAST IN PLACE
CENTERLINE
CENTERLINE OF BEAM
CENTERLINE OF COLUMN
CENTERLINE OF WALL
CLEAR
CONCRETE
CONCRETE CONTROL JOINT
CONCRETE SAWCUT JOINT
CONCRETE MASONRY UNIT
CONNECTION
CONTINUOUS
DEAD LOAD
DOWN
DRAWING(S)
EQUAL
EQUIPMENT
EXPANSION JOINT
EACH WAY
FINISHED FLOOR
FACE OF STEEL
FACE OF WALL
GAUGE
GALVANIZED
GENERAL STRUCTURAL NOTES
CENTERLINE OF FOOTING
FACE OF MEMBER
EXPANSION BOLT
EDGE OF SLAB
DIAMETER
GALV.
GSN
DN.
DWG(S)
EQ.
EQUIP.
EXP. JT (E.J.)
E.W.
F.F.
F.O.S.
F.O.W.
GA.
F.O.M.
EXP. BOLT
E.O.S.
o OR DIA.
C.I.P.
C.L.
C.L.B.
C.L.C.
C.L.W.
CLR
CONC
C.C.J.
C.S.J.
C.M.U.
CONN.
CONT.
D.L.
C.L.F.
W/ WITH
W/O WITHOUT
T.O.P.
U.N.O.
W.W.F.
TYP.
VERT
T.O.S.
T.O.W.
T.O.D.
T.O.F.
T.O.L.
T.O.M.
STD
T.O.B.
T.L.
SLH
SLV
SIM.
SQ.
PSF
PSI
REINF.
PREFAB
OPP.
P.C.
PLF
N.T.S.
O.C.
O.F.W.
TOP OF FOOTING
UNLESS NOTED OTHERWISE
WELDED WIRE FABRIC
TOP OF MASONRY
TOP OF PLATE
TOP OF STEEL
TOP OF WALL
TYPICAL
VERTICAL
STANDARD
TOP OF BEAM
TOP OF DECK
TOP OF LEDGER
TOTAL LOAD
OUTSIDE FACE OF WALL
PRECAST CONCRETE
POUNDS PER LINEAR FOOT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
SHORT LEG VERTICAL
SHORT LEG HORIZONTAL
REINFORCING
SIMILAR
SQUARE
NOT TO SCALE
ON CENTER
OPPOSITE
PREFABRICATED
AGGREGATE BASE COURSE
AIR CONDITIONER
ABOVE FINISHED FLOOR
ALTERNATE
ANCHOR BOLT
AT (MEASUREMENT)
BEAM
BOTTOM OF BEAM
BOTTOM OF DECK
BEARING
BELOW FINISHED FLOOR
BOTTOM OF FOOTING
A.B.C.
A/C
A.F.F.
ALT.
A.B.
@
BM
B.O.B.
B.O.D.
BRG
B.F.F
B.O.F.
ABBREVIATIONS
LBS (#)
MFR('S)
M.C.J.
MECH'L.
N/A
LLV
LLH
HORIZ.
K(KIP)
GLB (GLULAM)
I.F.W.
L.L.
LONG LEG VERTICAL
MANUFACTURER('S)
MASONRY CONTROL JOINT
NOT APPLICABLE
LONG LEG HORIZONTAL
GLUED-LAMINATED BEAM
INSIDE FACE OF WALL
POUNDS
MECHANICAL
HORIZONTAL
1000 POUNDS
LIVE LOAD
EXISTING(E)
MIN.MINIMUM
MAX.MAXIMUM
SYMBOLS LEDGEND
WALLS WITH SOLID LINES DESIGNATE STRUCTURAL (BEARING) WALLS.
WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING)
WALLS.
WALLS WITH HATCH DESIGNATE MASONRY WALLS.
, , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL
DESIGNATES SHEARWALL LENGTH.
5 6 7
, , - AS SHOWN ON PLAN INDICATES A SHEARWALL HOLDOWN. SEE HOLDOWN
SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION.
A B
INDICATES HVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE. SEE TYPICAL
DETAILS FOR FRAMING INFORMATION.
- AS SHOWN ON PLAN INDICATES A HELICAL PIER.
XXXX CS16, CMSTC16, ECT. - AS SHOWN AT WALL OPENINGS INDICATE STRAPPING,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL.
D=xxx# INDICATES DRAG LOAD (ASD) THAT TRUSS MANUFACTURER IS TO DESIGN
TRUSS FOR IN BOTH TENSION AND COMPRESSION.
STEP INDICATES STEPPED OR DEPRESSED SLAB.
C=X" INDICATES CAMBER IN BEAM.
INDICATES RIDGID CONNECTION.
(NOT ALL SYMBOLS NECESSARILY APPLY TO THIS PROJECT)
P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST
SCHEDULE FOR MORE INFORMATION.
SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL COLUMN. SEE
STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. COLUMNS START
AT THE LEVEL THEY ARE CALLED OUT ON.
PX
SCX
RME
XXX#
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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e
c
t
:
Dr
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T
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ED
3/1/2023 7:56:56 AM
S1.0
GE
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09/27/2022
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SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 SPECIAL INSPECTIONS ---
S1.2 TYPICAL DETAILS T - SERIES
S1.3 TYPICAL DETAILS T - SERIES
S1.4 PLAN SCHEDULES ---
S2.0 FOUNDATION PLAN ---
S2.0A FOUNDATION PLAN CRAWL SPACE
OPTION
---
S2.0B FIRST FLOOR FRAMING PLAN
CRAWL SPACE OPTION
---
S2.1 SECOND FLOOR FRAMING PLAN ---
S2.2 THIRD FLOOR FRAMING PLAN ---
S2.3 ROOF FRAMING PLAN ---
S3.0 FOUNDATION DETAILS 100 - SERIES
S3.0A CRAWL SPACE FOUNDATION
DETAILS
100 - SERIES
S4.0 FLOOR FRAMING DETAILS 200 - SERIES
S4.1 FLOOR FRAMING DETAILS 200 - SERIES
S5.0 ROOF FRAMING DETAILS 300 - SERIES
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ELEMENTS LIVE LOAD TOTAL LOAD
LOCATION:MINIMUM
COVER TOLERANCE
USE:CONCRETE
STRENGTH:
MAX W/C
RATIO
AIR
ENTRAINMENT
USE:MATERIAL:
GENERAL REQUIREMENTS:
BASIS FOR DESIGN:
FOUNDATION NOTES:CONCRETE:WOOD:DEFERRED SUBMITTAL ITEMS:
1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN
DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND
LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).
2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE
BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND
COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY
REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY
NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN
EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING
KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING
REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT
EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON
THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY
ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT
EXPLICITLY SHOWN.
3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE
THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED
ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS
STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S
CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.
4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL
NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS,
BUT SHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS
MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR
CLARITY.
5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS
AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH
THE ARCHITECT AND STRUCTURAL ENGINEER.
6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED
BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS
SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING
DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN
OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.
1.BUILDING CODE: 2018 EDITION OF THE IBC WITH BINGHAM COUNTY AMENDMENTS.
RISK CATEGORY = II
4. SEISMIC DESIGN PARAMETERS:
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
PROCEDURE
IMPORTANCE FACTOR Ie = 1.00
SITE CLASS C
SEISMIC DESIGN CATEGORY C
MAPPED SPECTRAL RESPONSE
ACCELERATIONS S1 = 0.142, SS = 0.366
DESIGN SPECTRAL RESPONSE
ACCELERATIONS
PERCENT SNOW INCLUDED WITH
SEISMIC LOADS 20
VERTICAL SHEAR TRANSFER ELEMENTS:
PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.057
5. WIND DESIGN PARAMETERS (STRENGTH):
ULTIMATE WIND SPEED 105 MPH (3 SECOND GUST)
WIND EXPOSURE C
IMPORTANCE FACTOR Iw = 1.00
INTERNAL PRESSURE COEFFICIENT -0.18
COMPONENT AND CLADDING PRESSURE 32.3 PSF
NET UPLIFT ON ROOF 16.1 PSF
2. VERTICAL LOADS:
ROOF ROOF = 35 PSF
GROUND = 50 PSF 20 PSF
FLOOR 40 PSF 35 PSF
STAIRS / CORRIDORS 100 PSF 50 PSF
3. DEFLECTION LIMITS:
ROOF TRUSSES/JOISTS L/360 L/240
FLOOR JOISTS L/600 L/240
BEAMS L/360 L/240
FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY:
EAGLE ROCK ENGINEERING REPORT NO. 22109 DATED SEPTEMBER 23, 2022.
2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND ANY
ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF
FOUNDATIONS. ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT
SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING
STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL
BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION
CONSTRUCTION.
3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR
WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE
MAY BE COMBINED.
4.ALL FOUNDATIONS SHALL BEAR ON EITHER UNDISTURBED WELL/POORLY GRADED
GRAVEL WITH SAND (GW/GP) OR ON COMPACTED STRUCTURAL FILL. OVER
EXCAVATION DEPTHS OF 1.5-7 FEET SHOULD BE EXPECTED DEPENDING ON OPTION
CHOSEN AND LOCATION ON JOBSITE. STRUCTURAL FILL SHOULD BE AT LEAST 24" IN
DEPTH COMPACTED TO 95% DRY DENSITY ACCORDING TO ASTM D698. THE WIDTH
OF COMPACTED STRUCTURAL FILL BENEATH FOOTINGS SHOULD BE EQUAL TO
TWICE THE WIDTH OF THE FOOTING.
GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING
FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY
ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST
5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND
FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE
PLACEMENT.
5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF
FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD
CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH
CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS
THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
THE SUBGRADE BELOW THE 4 INCH BASE SHOULD BE EITHER UNDISTURBED
WELL/POORLY GRADED GRAVEL WITH SAND (GW/GP) OR A MINIMUM OF 12 INCHES
OF STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY ACCORDING TO ASTM
D698.
6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE
WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND
CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED
BELOW.
THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE:
ALLOWABLE BEARING PRESSURE 3000 PSF
FOUNDATION BEARING DEPTH
36" BELOW FINISHED GRADE
2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER
CUBIC FOOT USING HARD ROCK AGGREGATES. AGGREGATE USED IN CONCRETE
SHALL CONFORM TO ASTM C33.
3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO
CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS.
STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF
REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE
STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY.
PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL
CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL
BE SPLICED AT OR NEAR FLOOR LINES.
4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS
"CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR
NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS:
5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL
CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN
CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE.
6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND
CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY.
7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI
614, ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,
EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER
FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND
COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM
FORMS BEFORE PLACING CONCRETE.
ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS,
ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS
BEFORE PLACING THE CONCRETE.
8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL
JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A
MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS
(EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE
SLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORT
DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE
WITHIN 16 HOURS OF CONCRETE BATCHING.
KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING
POURING, ALL OTHER JOINTS MAY BE SAW CUT.
9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN
STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY
APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS
SHALL NOT IMPAIR THE STRENGTH OF THE WORK.
10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS
AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL
HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY
ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED
CONCRETE.
11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM
DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306.
12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND
APPROVED BY THE STRUCTURAL ENGINEER.
13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE
MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO
MOISTURE.
CAST AGAINST EARTH (FOOTINGS)3"± 3/8"
SLABS ON GRADE 1 1/2"
EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER
EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
GROUND ROOF SLAB 1"
STRUCTURAL SLABS AND WALLS
BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS
1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:
FOOTINGS 3500 PSI 0.50 5.5% ± 1%
FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1%
INTERIOR CONCRETE
SLABS ON GRADE 3500 PSI 0.45 N/A
1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE
ARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"
(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTED
OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OF
BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC
TABLE 2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE
SIMPSON STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT
ICC-ES APPROVAL.
2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF
THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR
THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL
BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.
SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED
OTHERWISE IN SCHEDULES:
2x4 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
2x6 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
JOISTS, TOP PLATES AND ALL OTHER
SAWN LUMBER DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
BEAMS AND POSTS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
LOCATION:NOMINAL
THICKNESS:
SPAN
INDEX
RATING:
EDGE
ATTACHMENT:
FIELD
ATTACHMENT:
WALL 8d AT 6" O.C.8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO
STANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO
SUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL
TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,
COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL
PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATING
AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:
SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT
LEAST 1 1/2" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE
GLUED TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED ADHESIVE.
PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED
SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL
OF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BEUSED ON ROOFS WHERE BUILT
UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHING SHALL
COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING
EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND
THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,
MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,
AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANK
WITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT.
DECK SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO
SUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.
5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR
COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND
CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,
FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BE
FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST
AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND
CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ON
A RADIUS OF CURVATURE OF 2000 FEET.
6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR
COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX =
2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.
ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND
HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE
STAMP AND AITC STAMP AND CERTIFICATE.
7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs
SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.
8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs
SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI.
9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLs
SHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.
10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.
SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A
MINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,
4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUM
ANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)
SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE
CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL
EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIOR
WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER
DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.
11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.
BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE Ø
(DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT
STEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT
LOOSENING.
12.
PREFABRICATED WOOD ROOF TRUSSES
BALCONY 60 PSF 15 PSF
SD1 = 0.220, SDS = 0.368
GENERAL STRUCTURAL NOTES
(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)
± 1/4"
1 1/2"± 3/8"
± 3/8"
1/8"
3/4"1/8"
1 1/2"3/8"
PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE
DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD
LOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20
PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS.
BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED
OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN
CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO
MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED.
SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING
POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONAL
TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL
EQUIPMENT. PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY
BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE
IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND
THE TRUSS SPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE
FACE OF THE BOTTOM CHORD.
PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL):
DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION
ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED AND
FURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
WITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER
FOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED AS
REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.
7/16" OR 1/2"
7/16" OR 1/2"
15/32" OR 1/2"
19/32" OR 5/8"
23/32" OR 3/4"
7/8"
3/4" T&G
7/8" T&G
1 1/8" T&G
24/16
24/16
32/16
40/20
48/24
60/32
48/24
60/32
60/48
1.
REINFORCING STEEL:
1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER.
ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND
SMALLER. GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS,
BEAMS, AND ELEVATED SLAB REINFORCING.
2. WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60
BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL
BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.
3. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI
SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO
FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
STEEL:
1.MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALL
OTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALL
CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36
KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALL
BE ASTM A500 (FY = 46 KSI).
2.ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL
EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO
WHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALL
REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR
STUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALL
BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL
WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS.
3.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND
ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST
EDITION.
4.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING
CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR
NOTES. ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS
NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY
STANDARDS. ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS.
CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL
PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT
TESTING LABORATORY.
5.STEEL TO STEEL BOLTED CONNECTIONS: HIGH STRENGTH BOLTS SHALL BE ASTM
A325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS
INCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE).
BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD.
6. DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT.
INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS
INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN
HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.
7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION
TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR
SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN
ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW.
VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR
DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF
THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING
PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL
ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED
BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A
STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP
DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED
OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER
ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY
OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH
THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN
AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS.
RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW
(5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH
SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.
STEEL DECKING:
1.PROTECT STEEL DECK FROM CORROSION, DEFORMATION, AND OTHER DAMAGE
DURING DELIVERY, STORAGE AND HANDLING.
IF GROUND STORAGE IS NEEDED, THE DECK BUNDLES MUST BE STORED OFF THE
GROUND, WITH ONE END ELEVATED TO PROVIDE DRAINAGE. BUNDLES MUST BE
PROTECTED AGAINST CONDENSATION WITH A VENTILATED WATERPROOF
COVERING. BUNDLES MUST BE STACKED SO THERE IS NO DANGER OF TIPPING,
SLIDING, ROLLING, SHIFTING OR MATERIAL DAMAGE. BUNDLES MUST BE
PERIODICALLY CHECKED FOR TIGHTNESS, AND RETIGHTENED AS NECESSARY.
DECK BUNDLES PLACED ON THE BUILDING FRAME MUST BE PLACED NEAR A MAIN
SUPPORTING BEAM AT A COLUMN OR WALL. IN NO CASE ARE THE BUNDLES TO BE
PLACED ON UNBOLTED FRAMES OR ON UNATTACHED AND/OR UNBRIDGED JOISTS.
THE STRUCTURAL FRAME MUST BE PROPERLY BRACED TO RECEIVE THE BUNDLES.
2.EXAMINE SUPPORT FRAMING AND FIELD CONDITIONS FOR COMPLIANCE WITH
REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS
AFFECTING PERFORMANCE OF WORK OF THIS SECTION. ALL OSHA RULES FOR
ERECTION MUST BE FOLLOWED.
PLACE DECK IN ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS.
LOCATE DECK BUNDLES TO PREVENT OVERLOADING OF SUPPORT MEMBERS.
INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO ANSI/SDI RD - 2010 AND IN
ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS AND REQUIREMENTS OF
THIS SECTION.
PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL POSITION
WITH ENDS ALIGNED. ATTACH FIRMLY TO THE SUPPORTS INNEDIATELY AFTER
PLACEMENT IN ORDER TO FORM A SAFE WORKING PLATFORM.
CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND
OTHER WORK PROJECTING THROUGH OR ADJACENT TO THE DECKING.
TRADES THAT SUBSEQUENTLY CUT UNSCHEDULED OPENINGS THROUGH THE DECK
ARE RESPONSIBLE FOR REINFORCING THE OPENINGS.
BEFORE PLACEMENT OF ROOF INSULATION AND ROOF COVERING, THE DECK SHALL
BE INSPECTED FOR TEARS, DENTS OR OTHER DAMAGE THAT MAY PREVENT THE
DECK FROM ACTING AS A STRUCTURAL ROOF BASE. THE NEED FOR REPAIR OF
DAMAGED DECK SHALL BE DETERMINED BY THE ENGINEER OF RECORD BASED ON
STRUCTURAL PERFORMANCE, UNLESS AESTHETICS HAVE BEEN SPECIFICALLY
ADDRESSED IN THE CONTRACT DOCUMENTS.
DO NOT USE DECK UNITS AS A WORKING PLATFORM OR STORAGE AREA UNTIL UNITS
ARE IN POSITION AND PERMANENTLY ATTACHED TO THE STRUCTURE.
CONSTRUCTION LOADS MUST NOT EXCEED LOAD CARRYING CAPACITY OF THE
DECK.
EXTERIOR CONCRETE
SLABS ON GRADE 4500 PSI 0.45 5.5% ± 1%
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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3/1/2023 7:57:15 AM
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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Dr
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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Dr
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3/1/2023 7:57:26 AM
S1.4
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POST (P) SCHEDULE
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P3 (4) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P4 6x6 DOUG FIR NO. 2 SEE KEYNOTES
P5 (2) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P6 (3) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P7 6x8 DOUG FIR NO. 1 SEE TYPICAL DETAIL
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 1 3/4x 5 1/2 LVL
B2 (2) 2x8 OR 4x8 OR (2) 1 3/4x5 1/2 LVL
B3 (2) 2x10 OR 4x10 OR (2) 1 3/4x7 1/4 LVL
B4 6x8
B5 (2) 1 3/4x9 1/2 LVL OR 3 1/2x9 1/2 LVL
B6 (2) 1 3/4x11 7/8 LVL OR 3 1/2x11 7/8 LVL
B7 6 3/4x12 GLB
B8 5 1/8x16 1/2 GLB
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
8. NAILS SHALL BE LONG ENOUGH TO EMBED A MIN. 1 3/8" INTO WALL STUDS.
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE
(U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL
BETWEEN SPLICE JOINTS.)
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN
9" OF EACH END PIECE.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT
PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS.
NOTES:
SHEARWALL TYPE SCHEDULE
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
5 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C. (10d
REQUIRED
WHERE
SHEATHING IS
INSTALLED
OVER
GYPBOARD)
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
6. 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 4" O.C. (10d
REQUIRED
WHERE
SHEATHING IS
INSTALLED
OVER
GYPBOARD)
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 24" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 32" O.C.
WOOD: 16d STAGGERED AT 4" O.C.
7 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 3" O.C. (10d
REQUIRED
WHERE
SHEATHING IS
INSTALLED
OVER
GYPBOARD)
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 18" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 26" O.C.
WOOD: 16d STAGGERED AT 3" O.C.
8 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
.
(2) 2x OR 3x
STUDS/BLOCKING AT
ADJOINING PANEL
EDGES.
8d COMMON
AT 2" O.C.
.
STAGGER AT
ADJOINING
PANEL EDGES.
(10d
REQUIRED
WHERE
SHEATHING IS
INSTALLED
OVER
GYPBOARD)
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 8" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 14" O.C.
WOOD: SDS1/4"x4-1/2" AT 8" O.C.
WOOD JOIST (WJ) SCHEDULE
MARK WOOD JOIST
FACE MOUNT
HANGER
TOP FLANGE
HANGER
WJ1 2x8 AT 16" O.C. LU28 N/A
WJ2 11 7/8" TJI 210 AT 16" O.C. IUS2.06/11.88 ITS2.06/11.88
WALL (W) SCHEDULE
TYPE MATERIAL THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS
W1 CONCRETE 8" #4 AT 18" O.C. #4 AT 12" O.C. ---
FOOTING SCHEDULE
MARK LENGTH WIDTH THICKNESS REINFORCING REMARKS
F42 42" 42" 10" (5) #4 EACH WAY BOTTOM ---
F48 48" 48" 10" (6) #4 EACH WAY BOTTOM ---
WF18 CONT 18" 10" (2) #4 CONT BOTTOM STRIP FOOTING
WF18A CONT 18" 10" (2) #4 CONT TOP & BOTTOM STRIP FOOTING
WF24 CONT 24" 10" (3) #4 CONT BOTTOM STRIP FOOTING
WF24A CONT 24" 10" (3) #4 CONT TOP & BOTTOM STRIP FOOTING
HOLDOWN SCHEDULE
MARK HOLDOWN
SHEARWALL
END POST UNO
ON PLAN ALTERNATE HOLDOWN
ANCHOR
BOLT DIA.
A SIMPSON HTT4 W/
(18) 0.162x2.5" NAILS
(2) 2x STUDS N/A 5/8"
B SIMPSON HDU8 (3) 2x STUDS N/A 7/8"
C SIMPSON HDU5 (2) 2x STUDS N/A 5/8"
03
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133'-11"
4'-0" 8'-7"40'-10"6'-7" 13'-11" 6'-7"40'-10"8'-7" 4'-0"
56'-0"60'-0"
4'
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19
'
-
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14
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-
1
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9'
-
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9'
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14
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19
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4'-1 1/2"
24
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"
29'-2"6'-6 1/2"24'-3 1/2"3'-7"
8'-7 1/2" 3'-6 1/2" 5'-8" 14'-4"23'-10"
14
'
-
3
"
3'
-
1
1
3
/
4
"
9'
-
2
1
/
4
"
14
'
-
9
"
11
'
-
8
"
14
'
-
9
"
9'
-
2
1
/
4
"
3'
-
1
1
3
/
4
"
14
'
-
3
"
17
'
-
8
1
/
2
"
4'-0" 8'-7"40'-10"6'-7" 13'-11" 6'-7"40'-10"8'-7" 4'-0"
60'-0"60'-0"
29'-2"6'-6 1/2"24'-3 1/2"
8'-7 1/2" 3'-6 1/2" 5'-8" 14'-4"23'-10"
17
'
-
9
1
/
4
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
16
'
-
6
1
/
4
"
7
'
-
5
"
1
4
'
-
0
3
/
4
"
4
'
-
2
"
96
'
-
0
"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4'-1 1/2"
24
'
-
5
1
/
2
"
10
'
-
1
0
1
/
2
"
13
'
-
0
"
12
'
-
4
"
10
'
-
1
0
1
/
2
"
24
'
-
5
1
/
2
"
29'-2"6'-6 1/2"24'-3 1/2"
8'-7 1/2"3'-6 1/2"5'-8"14'-4"23'-10"
14
'
-
3
"
3'
-
1
1
3
/
4
"
9'
-
2
1
/
4
"
14
'
-
9
"
11
'
-
8
"
14
'
-
9
"
9'
-
2
1
/
4
"
3'
-
1
1
3
/
4
"
14
'
-
3
"
17
'
-
8
1
/
2
"
29'-2"6'-6 1/2"24'-3 1/2"
8'-7 1/2"3'-6 1/2"5'-8"14'-4"23'-10"
17
'
-
9
1
/
4
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
29
'
-
1
0
1
/
2
"
7'
-
5
"
8
1
/
2
"
4
'
-
2
"
7
7
7
7
8 8 8 888
888888
7
7
8
8
8
8
7
7
7
7
8
8
8
8
7
7
6.6.
6.
6.
6.
6.
5
5
5
5
5
5
5
5
5
5
7 7
6.
6.
BB
BB B B
B B
A A
AA
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
CCCCCC
C
C
CCCCC
C
C
C C C C C
C
C
C C C C C
C
C
C
CC
A A AA
5
5
5
5
5
5
5
5
6.
6.
5
5
5
5
5
5
5
5
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
W/ #3 AT 24" O.C. EACH WAY
CENTERED IN SLAB THICKNESS
OVER COMPACTED FILL.
(SEE GSN)
WF18 /W1WF18
WF18
WF18
WF18
WF24
WF18AWF18
WF18
WF24
WF18
WF18WF18
WF18
WF18
WF18
WF18
WF18
WF18
WF18
WF18
WF24
WF24
WF24
WF24
WF18
WF18
WF18
WF18
/W1WF18
WF18 /W1/W1/W1
/W1
/W1
/W1
/W1
WF18/W1
/W1
/W1 /W1 /W1
/W1
/W1
/W1
/W1
/W1
/W1 WF18 /W1
WF18 /W1
WF18/W1
WF24
WF18
WF18
WF18
WF24
WF24 /W1
/W1WF24
WF24
WF18
WF18
WF18/W1
WF24
WF18A WF18/W1/W1
WF18 /W1 WF18 /W1
WF18 /W1
WF18 /W1
WF18 /W1
WF18 /W1
WF18 /W1
WF18 /W1
WF18 /W1
/
W1
WF
1
8
WF
2
4
WF
1
8
WF
1
8
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
WF
1
8
/
W1
/
W1
WF
2
4
/
W1
/
W1
WF
1
8
WF
1
8
/
W1
/W1WF18
WF18 /W1
WF
1
8
W
F
1
8
WF
2
4
W
F
2
4
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
W
F
1
8
W
F
1
8
/
W1
WF
2
4
/
W1
/
W1
WF
2
4
/
W1
WF18 /W1
WF18
WF
1
8
/
W1
WF
1
8
/
W1
/
W1
/
W1
/
W1
WF
2
4
WF
2
4
WF
1
8
WF
1
8
WF
2
4
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
1
8
WF
2
4
WF
1
8
WF
1
8
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
PROVIDE SLAB JOINTS PER
TYPICAL DETAIL WITHIN 16
HOURS OF BATCH TIME
TYPICAL FINISH FLOOR
ELEVATION = 100'-0". SEE ARCH
FOR LOCATIONS OF SLAB
REQUIRED SLOPE
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
W/ #3 AT 24" O.C. EACH WAY
CENTERED IN SLAB THICKNESS
OVER COMPACTED FILL.
(SEE GSN)
PROVIDE SLAB JOINTS PER
TYPICAL DETAIL WITHIN 16
HOURS OF BATCH TIME
TYPICAL FINISH FLOOR
ELEVATION = 100'-0". SEE ARCH
FOR LOCATIONS OF SLAB
REQUIRED SLOPE
24
24 24
242424P4P4
P4 P4
2424P4 P4
P4P4
/
W1
WF
1
8
WALL
STEP
WALL
STEP
WALL
STEP WALL
STEP
WALL
STEPWALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
WF
1
8
/
W1
/
W1
WF
1
8
STEP STEP
T.O.W. = 99'-4"T.O.W. = 99'-4"
S3.0
108
S3.0
108
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
107
S3.0
107
S3.0
107
S3.0
107
S3.0
106
S3.0
106
S3.0
106 S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
107
S3.0
107
S3.0
107
S3.0
107
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
WF
2
4
/
W1
26 26 26 26
26
2626
26
F48
F48
F48
F48 F42
F42
F42
F42
S3.0
102
S3.0
102
S3.0
102
S3.0
102
S3.0
101
S3.0
101
S3.0
101
S3.0
101
S3.0
106
S3.0
106
S3.0
106
S3.0
106 S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
106
S3.0
104 S3.0
104
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
103
S3.0
101
S3.0
101
S3.0
102
S3.0
102
S3.0
101
S3.0
101
S3.0
101
S3.0
101
S3.0
102
S3.0
102
S3.0
101
S3.0
101
S3.0
105
S3.0
105
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WF
1
8
/
W1
S3.0
101
S3.0
101
S3.0
102
S3.0
101
S3.0
101
S3.0
102
WF
2
4
/
W1
/
W1
WF
2
4
WF
2
4
/
W1
WF
2
4
WF
2
4
/
W1
/
W1
W
F
1
8
/
W1
10 1/4"
10 1/4"
TYP TYP
11
'
-
4
"
3
'
-
2
"
8
'
-
8
1
/
2
"
9
'
-
4
1
/
2
"
3
'
-
2
"
5
1
/
2
"
S3.0
109
11
'
-
1
1
/
2
"
3
'
-
2
"
5
1
/
2
"
WF
1
8
WF
1
8
WF
1
8
WF
1
8
WF18
WF
1
8
WF
1
8
WF18
WF18 WF18
26
26
26
26
26
26
26
26
26
26
26
2626
26
26
26
TYP TYP
TYPTYP
TYP
TYP
TYP
TYP
TYP
TYP
TYPTYP
TYP
TYP
TYP
TYP
TYP
11
'
-
1
1
/
2
"
3
'
-
2
"
5
1
/
2
"
11
'
-
4
"
3
'
-
2
"
8
'
-
8
1
/
2
"
9
'
-
4
1
/
2
"
3
'
-
2
"
5
1
/
2
"
1'-2 3/4"
3'-2" 2'-7 1/4"
11
'
-
2
3
/
4
"
3'
-
2
"
4
1
/
4
"
9 1/2" 3'-2" 2'-7"
2'-7" 3'-2" 9 1/2"
11
'
-
2
3
/
4
"
3'
-
2
"
4
1
/
4
"
2'-7 1/4" 3'-2"
9 1/4"
TYPTYP
TYP
TYP
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
109
S3.0
103
S3.0
109
S3.0
109
5'
-
2
1
/
2
"
5'
-
2
1
/
2
"
3'-7"
NORTH
KEYNOTES
24 ATTACH POST TO CONCRETE SLAB W/ SIMPSON
ABU66Z POST BASE USING (1) 5/8" DIA. x 6 1/2" LONG
TITEN HD ANCHOR. PROVIDE WATERPROOF
MEMBRANE AT END OF POST, PER ARCH
26 DRILL AND EPOXY STRIP FOOTING REINFORCMENT
INTO STEM WALL W/ SIMPSON SET-3G EPOXY AND 4"
MIN. EMBEDMENT
FOUNDATION PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE
G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL
COORDINATE WITH THE SOILS REPORT AND OTHER
TRADES TO INSURE THAT THESE MINIMUMS ARE
SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR
ADDITIONAL REQUIREMENTS.
D. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES
CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE
FOR ADDITIONAL INFORMATION.
E. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE
FOR ADDITIONAL INFORMATION.
F. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A
CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
G. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
H. TYPICAL TOP OF STEM WALL= 100'-0"
I. TYPICAL TOP OF EXTERIOR FOOTING = 96'-0"
J. TYPICAL TOP OF INTERIOR FOOTING (NO CRAWL SPACE)
= 99'-6"
K. TYPICAL TOP OF INTERIOR FOOTING (CRAWL SPACE) =
96'-0"
L. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
M. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
N. FOR SIDEWALK AND LANDING LOCATIONS, SEE
ARCHITECTURAL DRAWINGS.
SCALE: 3/16" = 1'-0"
FOUNDATION PLAN
11
5
2
B
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)
3
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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2
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96
'
-
0
"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
4'
-
2
"
6'-6 1/2"24'-3 1/2"
11
'
-
8
"
7
7
7
7
8 8 8 888
888888
7
7
8
8
8
8
7
7
7
7
8
8
8
8
7
7
6.6.
6.
6.
6.
6.
5
5
5
5
5
5
5
5
5
5
7 7
6.
6.
BB
BB B B
B B
A A
AA
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
CCCCCC
C
C
CCCCC
C
C
C C C C C
C
C
C C C C C
C
C
C
CC
A A AA
5
5
5
5
5
5
5
5
6.
6.
5
5
5
5
5
5
5
5
WF18 /W1WF18
WF18
WF18
WF18
WF18WF18
WF18 WF18
WF18
WF18
WF18
WF24
WF24
WF18 /W1WF18
WF18 /W1/W1/W1
/W1
/W1
/W1
/W1
WF18/W1
/W1
/W1 /W1 /W1
/W1
/W1
/W1
/W1
/W1
/W1 WF18 /W1
WF18 /W1
/W1
WF24 /W1
/W1WF24
/W1
WF18/W1/W1
WF18 /W1 WF18 /W1
WF18 /W1
WF18 /W1
WF18 /W1
WF18 /W1
WF18/W1
WF18/W1
WF18 /W1
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
WF
1
8
/
W1
/
W1
WF
2
4
/
W1
/
W1
WF
1
8
WF
2
4
/
W1
/W1WF18
WF18/W1
WF
2
4
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
/
W1
WF
2
4
/
W1
WF18 /W1 WF
1
8
/
W1
WF
1
8
/
W1
/
W1
/
W1
/
W1
WF
2
4
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
1
8
/
W1
WF
2
4
/
W1
/
W1
WF
1
8
WALL
STEP
WALL
STEP
WALL
STEP WALL
STEP
WALL
STEPWALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
WF
1
8
/
W1
/
W1
WF
1
8
STEP STEP
T.O.W. = 99'-4"T.O.W. = 99'-4"
S3.0A
103A
S3.0A
103A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
110A
S3.0A
110A
S3.0A
110A
S3.0A
110A
S3.0A
104A
S3.0A
104A
S3.0A
104A
S3.0A
104A
S3.0A
105A
S3.0A
105A
S3.0A
105A S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
104A
S3.0A
104A
S3.0A
104A
S3.0A
104A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
WF
2
4
/
W1
F48
F48
F48
F48 F42
F42
F42
F42
S3.0A
106A
S3.0A
106A
S3.0A
106A
S3.0A
106A
S3.0A
102A
S3.0A
101A
S3.0A
101A
S3.0A
102A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0
104 S3.0
104
S3.0A
109A
S3.0A
107A
S3.0A
109A
S3.0A
109A
S3.0A
107A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
107A
S3.0A
107A
S3.0A
101A
S3.0A
102A
S3.0A
106A
S3.0A
106A
S3.0A
102A
S3.0A
101A
S3.0A
101A
S3.0A
102A
S3.0A
106A
S3.0A
106A
S3.0A
102A
S3.0A
101A
S3.0
105
S3.0
105
WALL
STEP
WALL
STEP
WALL
STEP
WALL
STEP
WF
2
4
/
W1
S3.0A
101A
S3.0A
102A
S3.0A
106A
S3.0A
102A
S3.0A
101A
S3.0A
106A
WF
2
4
/
W1
/
W1
WF
2
4
WF
2
4
/
W1
WF
2
4
WF
2
4
/
W1
/
W1
WF
1
8
/
W1
S3.0A
108A
WF
1
8
WF
1
8
WF
1
8
WF
1
8
WF18
WF
1
8
WF
1
8
WF18
WF18 WF18
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
109A
S3.0A
108A
S3.0A
108A
WF18
WF18
WF
1
8
A
WF
1
8
W
F
1
8
WF18
WF24A
WF24
WF18
WF
1
8
WF
1
8
WF
2
4
WF18
WF24
WF18
WF18A
WF24
WF24
WF
1
8
WF
1
8
WF18
WF18
WF18
WF
1
8
WF
1
8
WF24
WF18
WF18
WF18
WF
1
8
WF24A
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE W/ #3 AT
24" O.C. EACH WAY CENTERED IN SLAB
THICKNESS OVER COMPACTED FILL.
(SEE GSN)
PROVIDE SLAB JOINTS PER TYPICAL
DETAIL WITHIN 16 HOURS OF BATCH
TIME
TYPICAL FINISH FLOOR ELEVATION =
100'-0". SEE ARCH FOR LOCATIONS OF
SLAB REQUIRED SLOPE
WF24
WF
2
4
WF24WF24
WF
2
4
WF24
WF
2
4
WF
1
8
96
'
-
0
"
4'-0" 8'-7"40'-10"6'-7" 13'-11" 6'-7"40'-10"8'-7" 4'-0"
56'-0"60'-0"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
9
"
14
'
-
3
"
19
'
-
1
0
"
4'
-
2
"
4'-1 1/2"
29'-2"6'-5 1/2"24'-4 3/4"3'-7"
8'-7 1/2" 3'-6 1/2" 5'-8" 14'-4"23'-10"
4'-0" 8'-7"40'-10"6'-7" 13'-11" 6'-7"40'-10"8'-7" 4'-0"
60'-0"60'-0"
8'-7 1/2" 3'-6 1/2" 5'-8" 14'-4"23'-10"
96
'
-
0
"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4'-1 1/2"
24
'
-
5
1
/
2
"
10
'
-
8
3
/
4
"
13
'
-
1
3
/
4
"
12
'
-
5
3
/
4
"
10
'
-
8
3
/
4
"
24
'
-
5
1
/
2
"
29'-2"6'-6 1/2"24'-3 1/2"3'-7"
8'-7 1/2"3'-6 1/2"5'-8"14'-4"23'-10"
17
'
-
9
"
29'-2"6'-3 1/4"24'-6 3/4"
8'-7 1/2"3'-6 1/2"5'-9 3/4"14'-2 1/4"23'-10"
17
'
-
9
3
/
4
"
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
5'
-
2
1
/
2
"
5'
-
2
1
/
2
"
96
'
-
0
"
4'-0" 8'-7"40'-10"6'-7" 13'-11" 6'-7"40'-10"8'-7" 4'-0"
56'-0"60'-0"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
9
"
14
'
-
3
"
19
'
-
1
0
"
4'
-
2
"
4'-1 1/2"
24
'
-
5
1
/
2
"
10
'
-
8
3
/
4
"
13
'
-
1
3
/
4
"
12
'
-
5
3
/
4
"
10
'
-
8
3
/
4
"
24
'
-
5
1
/
2
"
29'-2"6'-5 1/2"24'-4 3/4"3'-7"
8'-7 1/2" 3'-6 1/2" 5'-8" 14'-4"23'-10"
14
'
-
3
"
3'
-
1
1
3
/
4
"
9'
-
0
3
/
4
"
14
'
-
1
0
1
/
2
"
11
'
-
8
"
14
'
-
1
0
1
/
2
"
9'
-
0
3
/
4
"
3'
-
1
1
3
/
4
"
14
'
-
3
"
17
'
-
9
"
4'-0" 8'-7"40'-10"6'-7" 13'-11" 6'-7"40'-10"8'-7" 4'-0"
60'-0"60'-0"
8'-7 1/2" 3'-6 1/2" 5'-8" 14'-4"23'-10"
17
'
-
9
1
/
4
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
16
'
-
6
1
/
4
"
7
'
-
5
"
1
4
'
-
0
3
/
4
"
4
'
-
2
"
96
'
-
0
"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4'-1 1/2"
24
'
-
5
1
/
2
"
10
'
-
8
3
/
4
"
13
'
-
1
3
/
4
"
12
'
-
5
3
/
4
"
10
'
-
8
3
/
4
"
24
'
-
5
1
/
2
"
29'-2"6'-6 1/2"24'-3 1/2"
8'-7 1/2"3'-6 1/2"5'-8"14'-4"23'-10"
14
'
-
3
"
3'
-
1
1
3
/
4
"
9'
-
0
3
/
4
"
14
'
-
1
0
1
/
2
"
11
'
-
8
"
14
'
-
1
0
1
/
2
"
9'
-
0
3
/
4
"
3'
-
1
1
3
/
4
"
14
'
-
3
"
17
'
-
9
"
29'-2"6'-3 1/4"24'-6 3/4"
8'-7 1/2"3'-6 1/2"5'-9 3/4"14'-2 1/4"23'-10"
17
'
-
9
3
/
4
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
29
'
-
1
0
1
/
2
"
7'
-
5
"
8
1
/
2
"
4
'
-
2
"
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
5'
-
2
1
/
2
"
5'
-
2
1
/
2
"
133'-11"
4'-0" 8'-7"40'-10"6'-7" 13'-11" 6'-7"40'-10"8'-7" 4'-0"
56'-0"60'-0"
4'-1 1/2"
29'-2"6'-5 1/2"24'-4 3/4"3'-7"
8'-7 1/2" 3'-6 1/2" 5'-8" 14'-4"23'-10"
4'-0" 8'-7"40'-10"6'-7" 13'-11" 6'-7"40'-10"8'-7" 4'-0"
60'-0"60'-0"
29'-2"6'-6 1/2"24'-3 1/2"
8'-7 1/2" 3'-6 1/2" 5'-8" 14'-4"23'-10"
4'-1 1/2"
29'-2"6'-6 1/2"24'-3 1/2"3'-7"
8'-7 1/2"3'-6 1/2"5'-8"14'-4"23'-10"
29'-2"6'-3 1/4"24'-6 3/4"
8'-7 1/2"3'-6 1/2"5'-9 3/4"14'-2 1/4"23'-10"
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
/ STAIR MANUFACTURER)
6'-9" (VERIFY W/ ARCH
3'-7"
7'
-
6
"
3
'
-
0
"
5
'
-
4
"
3
'
-
0
"
5
'
-
7
3
/
4
"
5'-5 3/4" 3'-0" 5'-11 3/4" 3'-0" 6'-9 3/4"
5'-5 3/4" 3'-0" 5'-11 3/4" 3'-0" 6'-9 3/4"
5'
-
7
3
/
4
"
3
'
-
0
"
5
'
-
4
"
3
'
-
0
"
7
'
-
6
"
8'-5 1/4" 3'-0" 7'-4 1/4" 3'-0" 7'-4 1/4"
6'-9 3/4" 3'-0" 5'-11 3/4" 3'-0" 5'-5 3/4"
7'
-
6
"
3
'
-
0
"
5
'
-
4
"
3
'
-
0
"
5
'
-
7
3
/
4
"
6'-11 3/4" 3'-0" 7'-4 1/4" 3'-0" 8'-9 3/4"
5'
-
7
3
/
4
"
3
'
-
0
"
5
'
-
4
"
3
'
-
0
"
7
'
-
6
"
6'-9 3/4" 3'-0" 5'-11 3/4" 3'-0" 5'-5 3/4"
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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09/27/2022
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SCALE: 3/16" = 1'-0"
FOUNDATION PLAN CRAWL SPACE OPTION
FOUNDATION PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE
G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL
COORDINATE WITH THE SOILS REPORT AND OTHER
TRADES TO INSURE THAT THESE MINIMUMS ARE
SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR
ADDITIONAL REQUIREMENTS.
D. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES
CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE
FOR ADDITIONAL INFORMATION.
E. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE
FOR ADDITIONAL INFORMATION.
F. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A
CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
G. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
H. TYPICAL TOP OF STEM WALL= 100'-0"
I. TYPICAL TOP OF EXTERIOR FOOTING = 96'-0"
J. TYPICAL TOP OF INTERIOR FOOTING (NO CRAWL SPACE)
= 99'-6"
K. TYPICAL TOP OF INTERIOR FOOTING (CRAWL SPACE) =
96'-0"
L. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
M. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
N. FOR SIDEWALK AND LANDING LOCATIONS, SEE
ARCHITECTURAL DRAWINGS.
NORTH
KEYNOTES
03
/
0
1
/
2
0
2
3
BB
BB B B
B B
A A
AA
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
CCCCCC
C
C
CCCCC
C
C
C C C C C
C
C
C C C C C
C
C
C
CC
A A AA
7
7
7
7
8 8 8 888
888888
7
7
8
8
8
8
7
7
7
7
8
8
8
8
7
7
6.6.
6.
6.
6.
6.
5
5
5
5
5
5
5
5
5
5
7 7
6.
6.
5
5
5
5
5
5
5
5
6.
6.
5
5
5
5
5
5
5
5
S3.0A
103A
S3.0A
103A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
110A
S3.0A
110A
S3.0A
110A
S3.0A
110A
S3.0A
104A
S3.0A
104A
S3.0A
104A
S3.0A
104A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
104A
S3.0A
104A
S3.0A
104A
S3.0A
104A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
106A
S3.0A
106A
S3.0A
106A
S3.0A
106A
S3.0A
102A
S3.0A
101A
S3.0A
101A
S3.0A
102A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0A
105A
S3.0
104 S3.0
104
S3.0A
109A
S3.0A
107A
S3.0A
109A
S3.0A
109A
S3.0A
107A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
109A
S3.0A
107A
S3.0A
107A
S3.0A
101A
S3.0A
102A
S3.0A
106A
S3.0A
106A
S3.0A
102A
S3.0A
101A
S3.0A
101A
S3.0A
102A
S3.0A
106A
S3.0A
106A
S3.0A
102A
S3.0A
101A
S3.0
105
S3.0
105
S3.0A
101A
S3.0A
102A
S3.0A
106A
S3.0A
102A
S3.0A
101A
S3.0A
106A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
108A
S3.0A
109A
S3.0A
108A
S3.0A
108A
WJ2
11
11
11
11
11
11
11
11
11
11
WJ2
WJ2
WJ
2
WJ
2
WJ2
WJ2
WJ2
WJ
2
WJ
2
WJ2
WJ2
WJ2
WJ
2
WJ
2
WJ2
WJ2
WJ2
WJ
2
WJ
2
29
29
29
29
29
29
29
29
29
29
29
29
B6 B6
B6 B6
B6 B6
B6B6 B6B6
B6 B6
B6 B6
B6 B6
B6
B6
B6
B6B6
B6
B6
B6
DB
L
DB
L
DBL
DBL
DB
L
DB
L
DB
L
DB
L
DBL
DBL
DB
L
DB
L
DB
L
DB
L
DBL
DBL
DB
L
DB
L
DB
L
DB
L
DBL
DBL
DB
L
DB
L
30
30
30 30
30
30
30
30
30 30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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3/1/2023 7:57:36 AM
S2.0B
FI
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09/27/2022
RE
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KEYNOTES
11 3/4" APA RATED FLOOR SHEATHING W/ 10d COMMON
NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT
12" O.C. IN THE FIELD, TYPICAL.
29 CRAWL SPACE ENTRY, LOCATION TO BE CONFIRMED
WITH ARCH. DOUBLE JOIST AT CRAWL SPACE ENTRY
30 DOUBLE JOIST HANGER AT CRAWL SPACE ENTRY TO
BE SIMPSON MIU4.12/11 HANGER
NORTH
CRAWL SPACE FLOOR FRAMING PLAN
NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR
BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT
DISCONTINUITY.
D. TYPICAL EXTERIOR WALL FRAMING SHALL BE 2x6 STUDS
AT 16" O.C. UNO.
E. TYPICAL INTERIOR BEARING WALL FRAMING (INCLUDING
PARTY WALLS), SHALL BE 2x4 STUDS AT 12" O.C. UNO.
F. TYPICAL PONY WALL FRAMING SHALL BE 2x4 STUDS AT
16" O.C. UNO.
G. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS
(KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
H. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
I. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
J. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
K. CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING"
DETAIL.
L. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
M. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
N. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
SCALE: 3/16" = 1'-0"
FIRST FLOOR CRAWL SPACE OPTION
03
/
0
1
/
2
0
2
3
OPEN OPEN
WJ1
WJ
2
WJ2
WJ2
WJ2
WJ2
WJ
2
WJ2
WJ
2
WJ2
WJ2
WJ
2
WJ2
WJ1 WJ1
WJ1WJ1WJ1
WJ
1
WJ
1
WJ
1
WJ
1
P4 P4
P4 P4P4P4 P4P4
P4P4
P1 P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P7
P7
P7
P7
P1
P1
P1
P1
P1
P1
P1
P1
HSS12x6x1/4
HSS12x6x1/4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4HSS8x6x1/4
10
10 10
10
10
11
11
11
11
11
11
11
11
11
11
9
9
P4
P4
P4
P4
P4
P4
P4
P4
B4
B4
B3
B6
B3
B3
B3
B3
B3
B3
B3
B6 B3
B3
B3
B3
B3
B4
B4
B3B3
B4
B4
B3
B3 B3
B2 B2
B3 B6
B6
B2
B3
B4
B4
B3
B3
B2
B3
B3
B4B3
B2B3B2
B3
B3
B3
B3B3
B3
B3
B3
B3
B3
B3
B3 B4
B3
B3
B3
B4
B4B3B3B4
B4
B3
B3B6
B3
B3
B3
B6
B3
B4
B4B3B3
B3
B4
B4
B3
B3
B3
B3B4
B4
B6
B3
B3
B6
P1 P1P1 P1
P1P1 P1P1
P1
P5
P5
P1
P1
P5
P5
7
5
788
7
5
788
7
7 8
8
7788
P1
5
5
5
5
5
5
5
5
P6
P6
P6
P6
P6
P6
P6
P6
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1 P1
P1 P1
P1 P1
P1P1
P1P1P1P1
P1 P1 P1 P1
P5P6P6 P5
P6 P6 P5 P5 P6P6P5P5
P5 P5 P6 P6
WJ
1
WJ
1
B1
B1
5 5
5
55
5
5
5
5
5 5
5 5
5
B1
B1
P5P5
P5P5
P5 P5
P5 P5
7
7
7
7
8 8 8 888
888888
7
7
8
8
8
8
7
7
7
7
8
8
8
8
7
7
6.
6.6.
6.
6.
6.
6.
6.
5
5
5
5
5
5
5
5
5
5
7 7
CS16CS16 CS16 CS16
CS16CS16 CS16 CS16
CS
1
6
CS
1
6
CS
1
6
CS
1
6
AA
AA A A
A A
6.
6.
CO
N
T
J
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S
T
CO
N
T
J
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T
CO
N
T
J
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N
T
J
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13
1313
13
14 14
1414
15
15
15
15
A A
AA
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
5
5
5
5
5
5
5
5
S4.0
204
S4.0
203
S4.0
204
S4.0
201
S4.0
202
S4.0
202
S4.0
201
S4.0
202
S4.1
221
S4.0
212
S4.0
210
S4.0
211
S4.0
211
S4.0
211
S4.0
211
S4.1
221
S4.1
218
S4.1
219 S4.1
219
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202 S4.0
202
S4.0
202
S4.0
202
S4.0
201
S4.0
203
S4.0
203
S4.0
202
S4.0
201
S4.0
204
S4.0
204
S4.0
201
S4.0
203
S4.0
204
S4.0
202
S4.0
211
S4.0
211
S4.0
211
S4.0
211
S4.0
207
S4.0
207
S4.0
207
S4.0
207
S4.0
206
S4.0
206
S4.0
206
S4.0
208
S4.0
213
S4.1
222
S4.0
206
S4.0
206
S4.0
213
S4.0
206
S4.0
206
S4.0
213
S4.1
222
S4.1
222
S4.0
213
S4.1
222
S4.0
206
S4.0
206
S4.0
209
S4.0
204
S4.0
202
S4.0
202
S4.0
201
S4.0
201
S4.0
201
S4.0
201
S4.0
201
S4.0
204
S4.0
204
S4.0
202
S4.0
201
S4.0
206
S4.0
208
S4.0
209
S4.0
206
S4.0
206
S4.0
208
S4.0
208
S4.0
208
S4.0
208
S4.0
208S4.0
208
S4.0
206
S4.0
207
S4.0
206
S4.0
207
S4.0
207
S4.0
206
S4.0
206
S4.0
207
S4.1
220
S4.0
215
S4.0
214
S4.1
220
S4.0
215
S4.0
214
S4.0
210S4.0
216
S4.0
210
S4.0
212
S4.0
210
S4.0
216
S4.1
218
S4.1
217
S4.1
217
S4.0
201
TOP OF CONCRETE
OVER STEEL DECK
= 110'-2 1/2"
25
2519 1925 25
2525
TYP TYP
22
22
181818
18 18 18
18
1818
18
TYP
TYP
TYP
TYP
S5.0
311
S5.0
311
5
5
5
5
5
5
5
5
21
2121
21
22
22
25 25 25
25
2525
5'
-
1
0
"
17'-4" 5'-10 1/2"
6'
-
4
1
/
4
"
17'-4"5'-10 1/2"
6'
-
4
1
/
4
"
B2 B2
B2B2
B2B2
B2 B2
B2B2
B2 B2
B2
B2
B2
B2
B2
B2
B3
B3
18
WJ1
18
WJ1
B3
B3
B3 B3 B3 B3
B3 B3 B3 B3
P1
P1
P1
P1
P1
P1
P1
P1
KEYNOTES
5 POCKET BEAM INTO WALL PER TYPICAL DETAIL
7 MITER BEAMS AND ATTACH TO POST W/ SIMPSON LCE4
POST CAP
8 ATTACH POST FROM ABOVE TO BEAMS W/ INVERTED
SIMPSON LCE4 POST CAP
9 STEEL STAIRS, USE C10x15.3 CHANNEL STRINGERS
10 20 GAGE B-36 FORMLOK COMPOSITE DECK W/ 2 1/2" (4"
TOTAL SLAB THICKNESS) OF NORMAL WEIGHT
CONCRETE. REINFORCE SLAB W/ 6x6-W1.4xW1.4 WWF.
ATTACH DECK W/ 0.157" DIA (MIN) SHOT PINS AT 6" O.C.
AT ALL BOUNDARIES. BUTTON PUNCH SIDE LAP AT 18"
O.C.
11 3/4" APA RATED FLOOR SHEATHING W/ 10d COMMON
NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT
12" O.C. IN THE FIELD, TYPICAL.
13 STRAP CONT FLOOR JOIST TO DBL TOP PLATE W/
SIMPSON HTS24 STRAP. PROVIDE WEB STIFFENER IN
FLOOR JOIST AS REQUIRED TO RECEIVE STRAP
NAILING
14 PROVIDE JOIST BLOCKING W/ CONT CS16 STRAP FOR
(5) BAYS FROM WALL, SEE CORRESPONDING DETAIL
15 SHEARWALL WALL SHEATHING TO BE CONT THROUGH
WHERE PERPENDICULAR WALL FRAMES IN
18 SLOPE DECK FRAMING AT 1/8" PER FOOT AWAY FROM
MAIN STRUCTURE
19 POCKET STEEL BEAM INTO WALL PER TYPICAL DETAIL
21 WALL FRAMING: 2x6 STUDS AT 16" O.C.
22 WALL FRAMING: 2x4 STUDS AT 16" O.C.
25 CAP OPEN END OF HSS BEAM W/ 1/4" THICK END PLATE
SCALE: 3/16" = 1'-0"
SECOND FLOOR FRAMING PLAN
11
5
2
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2
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3
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3
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3
5
9
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W
.
J
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C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
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g
T
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e
:
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3/1/2023 7:57:40 AM
S2.1
SE
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09/27/2022
RE
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A
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B
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A
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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 EXTERIOR WALL FRAMING SHALL BE 2x6 STUDS
AT 16" O.C. UNO.
E. TYPICAL INTERIOR BEARING WALL FRAMING (INCLUDING
PARTY WALLS), SHALL BE 2x4 STUDS AT 16" O.C. UNO.
F. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS
(KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
G. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
H. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
I. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
J. CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING"
DETAIL.
K. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
L. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
M. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
03
/
0
1
/
2
0
2
3
OPEN OPEN
WJ1 WJ1WJ1
WJ1 WJ1 WJ1
WJ
2
WJ
1
WJ
1
WJ2
WJ2
WJ
2
WJ2
WJ2
WJ
2
WJ2
WJ2
WJ
2
WJ2
WJ2
WJ
1
WJ
1
10
10 10
10
10
HSS12x6x1/4
HSS12x6x1/4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4
HS
S
8
x
6
x
1
/
4
HSS8x6x1/4HSS8x6x1/4
P4 P4
P4 P4
B3 B3
P4 P4 P4P4
P4P4
P1 P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P7
P7
P7
P7
P1
P1
P1
P1
P1
P1
P1
P1
11
11
11
11
11
11
11
11
11
11
B4
B3
B6
B3
B3
B3B4
B4 B3
B3
B3
B3
B6 B3
B3
B4
B4
B3 B3
B3
B4
B3 B3
B3 B6
B3
B3
B3
B2B2
B3
B4
B4 B4
B3
B4
B2
B6
B2
B3
B3
B2B3B2
B3
B3 B4
B4B3
B3
B3
B3
B3
B6
B3
B4
B4
B3
B3
B3
B3B3B4
B3
B4
B3
B3
B3
B4
B4B3B3
B6
B3
B4
B4
B3
B3
B3
B3
B6 B3
B3
B3
B3
B3
B3
B6
B3
B3
B3
9
9
7
5
5
7588
7
5
5
7
5
88
75
5
7 58
8
7
5
5
7 58 8
P4
P5
P1
P4
P4
P4
P5 P5
P5P5
P5
P5P5
P1
P1P1
P1P1
P1P1
P5
P5
P5
P5
P5
P5
P5
P5
P1
P5
P1
P5
P1
P5
P1
P5
5
5
5
5
P4
P4
P4
P4
B1
B1
B1
B1
5
5
5 5
5
5
6.
6.
6.
6.
8 8 8 888
888888
6.
6.
7
7
7
7
6.
6.
6.
6.
7
7
7
7
6.
6.
6.
6.6.
6.
6.
6.
6.
6.
CS16CS16 CS16 CS16
CS16CS16 CS16 CS16
CS
1
6
CS
1
6
CS
1
6
CS
1
6
CO
N
T
J
O
I
S
T
CO
N
T
J
O
I
S
T
CO
N
T
J
O
I
S
T
CO
N
T
J
O
I
S
T
13
1313
13
14 14
1414
5
5
5
5
5
5
5
5
5
5
5 5
AA
AA A A
A A
5
5
5
5
5
5
5
5
S4.0
204
S4.0
203
S4.0
204
S4.0
201
S4.0
202
S4.0
202
S4.0
201
S4.0
202
S4.1
221
S4.0
212
S4.0
210
S4.0
211
S4.0
211
S4.0
211
S4.0
211
18 18 18
181818
18
18
18
18
22
22
TOP OF
CONCRETE OVER
STEEL DECK =
120'-5 1/2"
S4.1
221
S4.1
218
S4.1
219
S4.1
219
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
202
S4.0
201 S4.0
203
S4.0
203
S4.0
202
S4.0
201 S4.0
204
S4.0
204
S4.0
201
S4.0
203
S4.0
204
S4.0
202
S4.0
211
S4.0
211
S4.0
211
S4.0
211
21 21
2121
S4.0
207
S4.0
207
S4.0
207
S4.0
207
S4.0
205
S4.0
205
S4.0
205
S4.0
208
S4.0
213S4.1
222
S4.0
205
S4.0
205
S4.0
213
S4.0
205
S4.0
205
S4.0
213
S4.1
222
S4.1
222
S4.0
213
S4.1
222
S4.0
205
S4.0
205
S4.0
209
S4.0
204
S4.0
202
S4.0
202
S4.0
201
S4.0
201
S4.0
201
S4.0
201
S4.0
201
S4.0
204
S4.0
204
S4.0
202
S4.0
201
S4.0
205
S4.0
208
S4.0
209
S4.0
205
S4.0
205
S4.0
208
S4.0
208
S4.0
208
S4.0
208
S4.0
208S4.0
208
S4.0
205
S4.0
207
S4.0
205
S4.0
207
S4.0
207
S4.0
205
S4.0
205
S4.0
207
TYP
TYP
TYP
TYP
S4.1
220
S4.0
215
S4.0
214
S4.1
220
S4.0
215
S4.0
214
TYP TYP
S4.0
210S4.0
216
S4.0
210
S4.0
212
S4.0
210
S4.0
216
S4.1
218
S4.1
217
S4.1
217
S4.0
201
25
2519 1925 25
2525
TYP TYP
22
22
25 25 25
25
2525
17'-4" 5'-10 1/2"
6'
-
4
1
/
4
"
17'-4"5'-10 1/2"
6'
-
4
1
/
4
"
B2B2
B2
B2
B2B2
B2 B2
B2
B2
B2 B2
B2 B2
B2
B2
B2 B2
B3
B3
18
18
WJ1
WJ1
B3
B3
B3 B3 B3 B3
B3 B3 B3 B3
P1
P1
P1
P1
P1
P1
P1
P1
KEYNOTES
5 POCKET BEAM INTO WALL PER TYPICAL DETAIL
7 MITER BEAMS AND ATTACH TO POST W/ SIMPSON LCE4
POST CAP
8 ATTACH POST FROM ABOVE TO BEAMS W/ INVERTED
SIMPSON LCE4 POST CAP
9 STEEL STAIRS, USE C10x15.3 CHANNEL STRINGERS
10 20 GAGE B-36 FORMLOK COMPOSITE DECK W/ 2 1/2" (4"
TOTAL SLAB THICKNESS) OF NORMAL WEIGHT
CONCRETE. REINFORCE SLAB W/ 6x6-W1.4xW1.4 WWF.
ATTACH DECK W/ 0.157" DIA (MIN) SHOT PINS AT 6" O.C.
AT ALL BOUNDARIES. BUTTON PUNCH SIDE LAP AT 18"
O.C.
11 3/4" APA RATED FLOOR SHEATHING W/ 10d COMMON
NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT
12" O.C. IN THE FIELD, TYPICAL.
13 STRAP CONT FLOOR JOIST TO DBL TOP PLATE W/
SIMPSON HTS24 STRAP. PROVIDE WEB STIFFENER IN
FLOOR JOIST AS REQUIRED TO RECEIVE STRAP
NAILING
14 PROVIDE JOIST BLOCKING W/ CONT CS16 STRAP FOR
(5) BAYS FROM WALL, SEE CORRESPONDING DETAIL
18 SLOPE DECK FRAMING AT 1/8" PER FOOT AWAY FROM
MAIN STRUCTURE
19 POCKET STEEL BEAM INTO WALL PER TYPICAL DETAIL
21 WALL FRAMING: 2x6 STUDS AT 16" O.C.
22 WALL FRAMING: 2x4 STUDS AT 16" O.C.
25 CAP OPEN END OF HSS BEAM W/ 1/4" THICK END PLATE
FLOOR FRAMING PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR
BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT
DISCONTINUITY.
D. TYPICAL EXTERIOR WALL FRAMING SHALL BE 2x6 STUDS
AT 16" O.C. UNO.
E. TYPICAL INTERIOR BEARING WALL FRAMING (INCLUDING
PARTY WALLS), SHALL BE 2x4 STUDS AT 16" O.C. UNO.
F. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS
(KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
G. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
H. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
I. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
J. CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING"
DETAIL.
K. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
L. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
M. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
SCALE: 3/16" = 1'-0"
THIRD FLOOR FRAMING PLAN
11
5
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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09/27/2022
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03
/
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1
/
2
0
2
3
P4 P4 P4P4
P4P4P4P4
B4
B4
B3 B3 B4
B4
B3B3
B5
B5
B6B4
B5
B6
B5
B5
B3
B3 B3
B3
B5
B5
B3
B3 B3
B3
B5
B5
B6
B6
B5
B5
B3
B3B3
B3
B5
P4 P4B4B4
B4
B4
P4P4B4B4
B4
B4
P4P4
B4B4
B4
B4
B4
B4B4
5
5
5
5
5
5
5
5
7 5 5 7
4
7 5 5 7
4
7557
4
7557
4
P1 P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P3 P3P1
P1
P1
P1
P1
P1
P1
P1
GT
P3 P3
S5.0
312
S5.0
312
S5.0
312
S5.0
312
S5.0
301
S5.0
303
S5.0
304
S5.0
304
S5.0
303
S5.0
301
S5.0
301
S5.0
303
S5.0
314
S5.0
314
S5.0
303
S5.0
301
6
6
PR
E
F
A
B
W
O
O
D
T
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U
S
S
A
T
2
4
"
O
.
C
.
S5.0
308
S5.0
312
S5.0
312
S5.0
308
S5.0
308
S5.0
312S5.0
312
S5.0
308
5
5
5
5
7 7 7 777
777777
D=8200#
D=8200#
D=8200#
D=8200#
5
5
7
7
7
7
5
5
5
5
7
7
7
7
5
5
5
55
5
5
5
5
5
S5.0
301
S5.0
309
S5.0
310
S5.0
309
S5.0
301
S5.0
301
S5.0
309
S5.0
310
S5.0
309
S5.0
301
S5.0
306
S5.0
306
S5.0
306
5
5
5
5
5
5
5
5
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
307
S5.0
308
S5.0
308
S5.0
308
S5.0
308
20
20
20
20
20 20
20
22 22
TYP
TYP
23
23
23
23
23TYP
TYP
TYP
TYP
TYP
TYP
TYP
22
55
B7
B7
S5.0
305
S5.0
305
27
27 27
27
B8
S5.0
313
TYP
B8
3
3
3
S5.0
302
S5.0
302
S5.0
302
S5.0
302
30 PSF
5'-6"
0 PSF
30 PSF
5'-6"
0 PSF 28
PR
E
F
A
B
W
O
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D
T
R
U
S
S
A
T
2
4
"
O
.
C
.
12
12
3
12
B3
B3
23
23
TYP
23
B3
B3
B3
B3
B3B3B3
B3B3B3
S5.0
314
S5.0
314
12
P1
P1
P1
P1
P1
P1
P1
P1
S5.0
304
KEYNOTES
3 POCKET BEAM INTO WALL PER TYPICAL DETAIL AND
STRAP BEAM TO DOUBLE TOP PLATE W/ SIMPSON
MSTC40 STRAP
4 SIMPSON HUC68 HANGER
5 POCKET BEAM INTO WALL PER TYPICAL DETAIL
6 15/32" APA RATED ROOF SHEATHING W/ 8d COMMON
NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT
12" O.C. IN THE FIELD. PROVIDE SIMPSON PSCL H-CLIP
AT ALL UNSUPPORTED PANEL EDGES
7 MITER BEAMS AND ATTACH TO POST W/ SIMPSON LCE4
POST CAP
12 ATTACH GIRDER TRUSS TO DBL TOP PLATE W/
SIMPSON HTS24 STRAP
20 ALONG THIS WALL: IF ROOF TRUSS DOES NOT ALIGN
DIRECTLY W/ A WALL STUD, ALIGN AN ADDITIONAL
STUD BELOW EACH TRUSS
22 WALL FRAMING: 2x4 STUDS AT 16" O.C.
23 BRACE TOPS OF NON-BEARING WALLS PER TYPCAL
"WOOD TRUSS AT NON-BEARING WALL" DETAIL
27 SIMPSON HGUS6.88/10 HANGER
28 TRUSS MANUFACTURER TO DESIGN ROOF TRUSSES
FOR ADDITIONAL SNOW DRIFT LOAD FOR LENGTH AND
MAGNITUDE SHOWN, SEE TYPICAL DETAIL
ROOF FRAMING PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR
BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT
DISCONTINUITY.
D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS
AT 16" O.C. UNO. WHERE ROOF TRUSSES OR JOISTS
SPANS EXCEED 50'-0" ALIGN ADDITIONAL STUD BELOW
ROOF FRAMING MEMBER.
E. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS
(KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
F. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
G. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
H. TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH (1)
H2.5A OR (1) H1 CLIP, AND EACH GIRDER TRUSS WITH (2)
H2.5A CLIPS, UNO.
I. "D=" INDICATES DRAG LOAD (ASD) THAT TRUSS
MANUFACTURER IS TO DESIGN TRUSS FOR IN BOTH
TENSION AND COMPRESSION.
J. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1)
H2.5A CLIP, UNO.
K. PROVIDE BUILT-UP 2x POSTS BELOW EACH GIRDER
TRUSS, MATCH GIRDER TRUSS WIDTH, U.N.O.
L. OVERBUILD PONY WALLS (MAX 5'-6" SPACING FOR 2x6
OVERBUILD FRAMING AT 24" O.C. W/ SIMPSON LUS26
HANGER) PER "TYPICAL OVERBUILD" DETAIL.
M. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
N. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
O. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
SCALE: 3/16" = 1'-0"
ROOF FRAMING PLAN
11
5
2
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3
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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Dr
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3/1/2023 7:57:47 AM
S2.3
RO
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09/27/2022
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,
I
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A
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NORTH
03
/
0
1
/
2
0
2
3
KEYNOTES:
NOTES:
3"
CLR
3"
CL
R
10
7
9
6
8
1
2
5
11
3
8"MI
N
1. WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5. CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8. SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
9. EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WALL SHEATHING AS OCCURS, SEE PLAN
11. RIGID INSULATION, SEE ARCH
12.AS OCCURS, PROVIDE DBL BOTTOM
PLATE FOR WALLS DESIGNATED AS TYPE
"8" SHEARWALLS, SEE PLAN
13.2x6 BLOCK OUT IN TOP OF CONCRETE
WALL
A.ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS
4
12
13
KEYNOTES:
3"
CLR
3"
CL
R
1
7
6
1
5
4
3
2
1. SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
2. #4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7. MINIMUM FOOTING DEPTH, SEE GSN
18"
18"
KEYNOTES:
NOTES:
3"
CLR
3"
CL
R
10
7
9
6
3
1
2
5
11
3
1.WOOD STUD WALL, SEE PLAN
2. CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3. CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.GYPBOARD, SEE ARCH
9. EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WALL SHEATHING AS OCCURS, SEE PLAN
11. RIGID INSULATION, SEE ARCH
12.2x6 BLOCK OUT IN TOP OF CONCRETE
WALL
A. ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS
4
8
8"MI
N
12
NOTES:
KEYNOTES:
3 SIDES1/4
A.PROTECT EXPOSED STEEL, SEE
ARCHITECTURAL
3"
CLR
3"
CL
R
6
5
4
3
2
1. STAIR STRINGER, SEE PLAN
2.#4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5. CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.1/4" THICK END CAP
9.L3x3x 1/4 x 3" LONG W/ (1)3/4" DIA x 6" LONG
HILTI KWIK TZ BOLT
18"
18"8
9
1
7
KEYNOTES:
NOTES:
3"
CLR
3"
CL
R
9
7
8
6
1
2
5
4
3
1. WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.EDGE NAILING, SEE SHEARWALL
SCHEDULE
9.WALL SHEATHING AS OCCURS, SEE PLAN
A.ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS
2
1
9
8
3
KEYNOTES:
3"
CLR
3"
CL
R
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ O.145" DIA
MIN SHOT PIN AT 32" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
1
3 2
4
5
KEYNOTES:
3"
CLR
3"
CL
R
1.WOOD STUD WALL, SEE PLAN
2. CONT 2x PT SOLE PLATE W/ O.145" DIA
MIN SHOT PIN AT 32" O.C.
3. CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6. VERIFY AIR GAP W/ ARCH
1
2
4
3
1
2
5
6
KEYNOTES:
3"
CLR
3"
CL
R
1. WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/5/8" DIA x 6 1/2"
TITEN HD ANCHORS AT 24" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4. CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.WALL SHEATHING AS OCCURS, SEE PLAN
8.CONT 2x PT SOLE PLATE W/ 0.145" DIA MIN
SHOT PIN AT 32" O.C.
9.VERIFY AIR GAP W/ ARCH
3
7
6
2
1
8
1
4
5
9
KEYNOTES:
3"
CLR
3"
CL
R
1
6
3
5
4
3
2
1. MINIMUM FOOTING DEPTH, SEE GSN
2.#4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5. CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
18"
18"
11
5
2
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3
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W
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C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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l
e
:
®
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3/1/2023 7:57:47 AM
S3.0
FO
U
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D
A
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I
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D
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09/27/2022
RE
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ID
A
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X
B
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,
I
D
A
H
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SCALE: NTS101WOOD STUD WALL AT FOUNDATION
SCALE: NTS102CONCRETE SLAB AT FOUNDATION
SCALE: NTS103WOOD STUD WALL AT FOUNDATION
SCALE: NTS104STEEL STAIR STRINGER AT FOUNDATION
SCALE: NTS105WOOD STUD WALL AT FOUNDATION
SCALE: NTS106WOOD STUD WALL AT FOUNDATION
SCALE: NTS107WOOD STUD WALL AT FOUNDATION
SCALE: NTS108WOOD STUD WALL AT FOUNDATION
SCALE: NTS109CONCRETE SLAB AT FOUNDATION
03
/
0
1
/
2
0
2
3
KEYNOTES:
NOTES:
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" DIA MIN
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
11
15
13
14
12
11
5
1
2
3
4
6
1
7
10
8
9
11
3"
CLR
3"
CL
R
1_
2"
CLR
8"MI
N
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
WATER PROOFED PER ARCH
REQUIREMENTS, SEE ARCH DRAWINGS
KEYNOTES:
NOTES:
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
8"MI
N
3"
CLR
3"
CL
R
9
13
11
10
9
5
1
2
3
4
6
8
7
9
12
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
WATER PROOFED PER ARCH
REQUIREMENTS, SEE ARCH DRAWINGS
KEYNOTES:
3"
CLR
3"
CL
R
1.WOOD STUD WALL, SEE PLAN
2. CONT 2x BOTTOM PLATE, ATTACH PER
SHEARWALL SCHEDULE
3.BOUNDARY NAILING, SEE PLAN
4.JOIST BLOCKING W/ (6) 16d NAILS
BETWEEN EACH JOIST INTO DBL TOP
PLATE
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. CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
9.CONCRETE FOOTING, SEE PLAN
10. FINISH GRADE PER ARCH
11.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
12.EDGE NAILING, SEE SHEARWALL
SCHEDULE
13.WALL SHEATHING AS OCCURS, SEE PLAN
14. CONT 2x PT SOLE PLATE W/ 0.145" DIA MIN
SHOT PIN AT 32" O.C.
13
12
11
5
1
2
3
4
6
1
7
9
10
13
12
12
1
2
3
1
7
14
4
5
KEYNOTES:
3"
CLR
3"
CL
R
1. WOOD STUD WALL, SEE PLAN
2.CONT 2x BOTTOM PLATE, ATTACH PER
SHEARWALL SCHEDULE
3.BOUNDARY NAILING, SEE PLAN
4.WOOD JOIST ALIGNED W/ WALL W/ 16d
NAILS AT 12" O.C. INTO DBL TOP PLATE
5.FLOOR SHEATHING, SEE PLAN
6.WOOD JOIST, SEE PLAN
7.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
8.CONT 2x PT SOLE PLATE W/ 0.145" DIA MIN
SHOT PIN AT 32" O.C.
9.CONCRETE FOOTING, SEE PLAN
10.FINISH GRADE PER ARCH
11. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
12.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
13.JOIST BLOCKING W/ (3) 16d NAILS
BETWEEN EACH JOIST INTO DBL TOP
PLATE
11
5
1
2
3
4
6
1
7
9
8
10
1
2
3
1
7
8
12
13
KEYNOTES:
3"
CLR
3"
CL
R
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" DIA 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. CONT 2x BOTTOM PLATE, ATTACH PER
SHEARWALL SCHEDULE
9. BOUNDARY NAILING, SEE PLAN
10. JOIST BLOCKING W/ (3) 16d NAILS
BETWEEN EACH JOIST INTO DBL TOP
PLATE
11.FLOOR SHEATHING, SEE PLAN
7
11
9
10
1
3
2
5
4
6
8
KEYNOTES:
3"
CLR
3"
CL
R
1
7
6
1
5
4
3
2
1. SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
2. #4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4. CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7. MINIMUM FOOTING DEPTH, SEE GSN
18"
18"
KEYNOTES:
NOTES:
3"
CLR
3"
CL
R
10
7
9
6
3
1
2
5
11
3
1.WOOD STUD WALL, SEE PLAN
2. CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.CONCRETE SLAB ON GRADE, SEE PLAN
4. CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7. MINIMUM FOOTING DEPTH, SEE GSN
8.GYPBOARD, SEE ARCH
9.EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WALL SHEATHING AS OCCURS, SEE PLAN
11. RIGID INSULATION, SEE ARCH
12. 2x6 BLOCK OUT IN TOP OF CONCRETE
WALL
A.ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS
4
8
8"MI
N
12
KEYNOTES:
NOTES:
3"
CLR
3"
CL
R
1
6
5
4
3
1. MINIMUM FOOTING DEPTH, SEE GSN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5. CONCRETE FOOTING, SEE PLAN
6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.WALL BEYOND, SEE PLAN
8.BOUNDARY NAILING, SEE PLAN
9. WOOD JOIST, SEE PLAN
10.FLOOR SHEATHING, SEE PLAN
11.WATER PROOFING PER ARCH
8
10
9
11
7
A.ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATER PROOFED PER ARCH
REQUIREMENTS, SEE ARCH DRAWINGS
2
8"MI
N
KEYNOTES:
NOTES:
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.CONCRETE SLAB ON GRADE, SEE PLAN
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. GYPBOARD, SEE ARCH
3"
CLR
3"
CL
R
13
11
10
5
1
2
3
4
6
8
7
9
12
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
WATER PROOFED PER ARCH
REQUIREMENTS, SEE ARCH DRAWINGS
9
8"MI
N
14
KEYNOTES:
NOTES:
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" DIA MIN
SHOT PIN AT 32" O.C.
10.CONCRETE FOOTING, SEE PLAN
11. CONCRETE SLAB ON GRADE, SEE PLAN
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.GYPBOARD, SEE ARCH
15
13
14
12
5
1
2
3
4
6
1
7
10
8
9
11
3"
CLR
3"
CL
R
1_
2"
CLR
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
WATER PROOFED PER ARCH
REQUIREMENTS, SEE ARCH DRAWINGS
11
8"MI
N
16
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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3/1/2023 7:57:48 AM
S3.0A
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SCALE: NTS101AWOOD JOIST AT FOUNDATION
SCALE: NTS102AWOOD JOIST AT FOUNDATION
SCALE: NTS103AWOOD JOIST AT FOUNDATION
SCALE: NTS104AWOOD JOIST AT FOUNDATION
SCALE: NTS105AWOOD JOIST AT FOUNDATION
SCALE: NTS106ACONCRETE SLAB AT FOUNDATION
SCALE: NTS107AWOOD STUD WALL AT FOUNDATION
SCALE: NTS108ACONCRETE SLAB AT FOUNDATION
SCALE: NTS109AWOOD STUD WALL AT FOUNDATION
SCALE: NTS110AWOOD JOIST AT FOUNDATION
03
/
0
1
/
2
0
2
3
KEYNOTES:
NOTES:
1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6. CONT RIM BOARD
7.BOUNDARY NAILING, SEE PLAN
8.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
9.FLOOR SHEATHING, SEE PLAN
10.GYPCRETE (11/2" MAX THICKNESS), SEE
ARCH
1
2
3
55
4
7
6
3
8
9
10
A. NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
5
KEYNOTES:
NOTES:
1.WOOD JOIST, SEE PLAN
2. WOOD JOIST BLOCKING AT 16" O.C. W/ (2)
16d NAILS
3. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE PLAN
6. EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.CONT RIM BOARD
8. BOUNDARY NAILING, SEE PLAN
9.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10.(4) 10d NAILS INTO EACH BLOCK
11.FLOOR SHEATHING, SEE PLAN
12.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
1
3
4
66
5
8
7
4
9
11
2
10
12
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
6
KEYNOTES:
1. WOOD JOIST, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WOOD JOIST BLOCKING W/ (4) 16d NAILS
BETWEEN EACH JOIST TO DBL TOP PLATE
5.FLOOR SHEATHING, SEE PLAN
6. BOUNDARY NAILING, SEE PLAN
7.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
1
3
2
4
576
KEYNOTES:
1.WOOD JOIST, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.JOIST BLOCKING W/ (4) 16d NAILS
BETWEEN EACH JOIST TO DBL TOP PLATE
5.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
6. FLOOR SHEATHING, SEE PLAN
7.BOUNDARY NAILING, SEE PLAN
8.CONT DBL 2x BOTTOM PLATE
1
3
2
4
6
3
8
5
7
KEYNOTES:
1. FLOOR SHEATHING, SEE PLAN
2.BOUNDARY NAILING, SEE PLAN
3.WOOD JOIST W/ HANGER, SEE PLAN
4. WOOD BEAM, SEE PLAN
5.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
3 4
21
3
5
KEYNOTES:
1. WOOD STUD WALL, SEE PLAN
2. VERIFY AIR GAP W/ ARCH
3.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
4. CONT DBL 2x BOTTOM PLATE W/ 16d
NAILS AT 6" O.C.
5. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
6. WOOD JOIST, SEE PLAN
7.CONT RIM BOARD W/ 16d TOE NAILS AT 8"
O.C.
8.WOOD JOIST BLOCKING W/ (2) 16d NAILS
AT 16" O.C.
9.(4) 10d NAILS INTO EACH BLOCK
10.FLOOR SHEATHING, SEE PLAN
11. BOUNDARY NAILING, SEE PLAN
12.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
4
9
1
8
4
1
10
5
1
126
10
7 7
1111
33
5
1
2
KEYNOTES:
NOTES:
1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4. WALL SHEATHING AS OCCURS, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.WOOD JOIST W/ HANGER, SEE PLAN
7.WATERPROOFING, SEE ARCH
8. BOUNDARY NAILING, SEE PLAN
9. CONT 2x DBL BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10. CONT RIM BOARD
11. FLOOR SHEATHING, SEE PLAN
12.CONT 2x8 LEDGER W/ (2) SDWS22500DB
SCREWS AT 16" O.C.
13.WOOD BEAM, SEE PLAN
14.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
1
2
3
5
4
8
6
3
9
11
10
5
5
12
8
11 7 8
13
14
A. NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
B.SLOPE DECK JOISTS AWAY FROM
BUILDING AT 1/8" PER FOOT
KEYNOTES:
NOTES:
1. WOOD JOIST, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6. WOOD JOIST W/ HANGER, SEE PLAN
7.WATERPROOFING, SEE ARCH
8.BOUNDARY NAILING, SEE PLAN
9. CONT 2x DBL BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10.CONT RIM BOARD
11. FLOOR SHEATHING, SEE PLAN
12.CONT 2x8 LEDGER W/ (2) SDWS22500DB
SCREWS AT 16" O.C.
13. WOOD BEAM, SEE PLAN
14.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
15. (4) 10d NAILS INTO EACH BLOCK
16.WOOD JOIST BLOCKING AT 16" O.C. W/ (2)
16d NAILS1
2
3
5
4
8
6
3
9
11
10
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
B.SLOPE DECK JOISTS AWAY FROM
BUILDING AT 1/8" PER FOOT
5
5
12
8
11 7 8
13
14
15
16
KEYNOTES:
1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6. CONT RIM BOARD W/ A35 CLIP AT 16" O.C.
7.FLOOR SHEATHING, SEE PLAN
8.BOUNDARY NAILING, SEE PLAN
9. CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
11.CONT RIM BOARD W/ 16d TOENAILS AT 8"
O.C.
12.VERIFY AIR GAP W/ ARCH
1
5
6
4
7
8
4
3
9
3
5
1
11
10
3
22
3
9 8
12
KEYNOTES:
NOTES:
1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6. CONT RIM BOARD
7.BOUNDARY NAILING, SEE PLAN
8.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
9.FLOOR SHEATHING, SEE PLAN
10.GYPCRETE (11/2" MAX THICKNESS), SEE
ARCH
11.GYPBOARD, SEE ARCH
1
2
3
55
4
7
6
3
8
9
10
A. NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
5
11
KEYNOTES:
NOTES:
1.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN
2.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID
OR BUILT-UP W/ (2) 11/4" RIM BOARDS)
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4. WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE PLAN
6.EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.CONT L4x4x1/4 W/ (2) 1/4" DIA x 3 1/2"
LONG SDS SCREWS AT 8" O.C.
8.CONCRETE OVER STEEL DECK, SEE PLAN
9.FLOOR SHEATHING, SEE PLAN
10.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
11.BOUNDARY NAILING, SEE PLAN
12. CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
13. GYPBOARD, SEE ARCH
14. BOUNDARY ATTACHMENT, SEE PLAN
15.PROVIDE WATERPROOF BARRIER
BETWEEN CONCRETE AND WOOD
FRAMING, PER ARCH3
4
6
5
11
2
4
12
9
1
87
10
11
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
6
6
3_4"
14
15
13
112"
KEYNOTES:
NOTES:
1. WOOD JOIST, SEE PLAN
2.WOOD JOIST BLOCKING W/ (2) 16d NAILS
AT 16" O.C.
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.WOOD STUD WALL, SEE PLAN
5. WALL SHEATHING AS OCCURS, SEE PLAN
6. EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.CONT L4x4x 1/4 W/ (2)1/4" DIA x 3 1/2" LONG
SDS SCREWS AT 8" O.C.
8. CONCRETE OVER STEEL DECK, SEE PLAN
9. FLOOR SHEATHING, SEE PLAN
10.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
11. BOUNDARY NAILING, SEE PLAN
12.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
13.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID
OR BUILT-UP W/ (2) 11/4" RIM BOARDS)
14. (4) 10d NAILS INTO EACH BLOCK
15.GYPBOARD, SEE ARCH
16.BOUNDARY ATTACHMENT, SEE PLAN
17. PROVIDE WATERPROOF BARRIER
BETWEEN CONCRETE AND WOOD
FRAMING, PER ARCH
1
3
4
11
13
4
12
2
14
10
11
9
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
6
5
87
6
6
3_4"
16
17
15
112"
KEYNOTES:
1. WOOD STUD WALL, SEE PLAN
2. VERIFY AIR GAP W/ ARCH
3.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
4.CONT DBL 2x BOTTOM PLATE W/ 16d
NAILS AT 6" O.C.
5. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
6.WOOD JOIST, SEE PLAN
7.CONT RIM BOARD W/ 16d TOE NAILS AT 8"
O.C.
8.WOOD JOIST BLOCKING W/ (2) 16d NAILS
AT 16" O.C.
9.(4) 10d NAILS INTO EACH BLOCK
10.FLOOR SHEATHING, SEE PLAN
11. BOUNDARY NAILING, SEE PLAN
12.EDGE NAILING, SEE SHEARWALL
SCHEDULE
13. PROVIDE WATERPROOF BARRIER
BETWEEN CONCRETE AND WOOD
FRAMING, PER ARCH
14.BOUNDARY ATTACHMENT, SEE PLAN
15.CONCRETE OVER STEEL DECK, SEE PLAN
16. CONT L4x4x1/4 W/ (2) 1/4" DIA x 3 1/2"
LONG SDS SCREWS AT 8" O.C.
17. CONT 2 1/2" THICK (MIN) RIM BOARD
(SOLID OR BUILT-UP W/ (2) 1 1/4" RIM
BOARDS) W/ A35 CLIP AT 16" O.C.
18. GYPBOARD, SEE ARCH
19.WALL SHEATHING AS OCCURS, SEE PLAN
4
9
1
8
4
5
1
6
10
7
17
1111
3
5
1
2
1
1516
3_4"
1212
12
14
13
18
19
112"
KEYNOTES:
1.BOUNDARY ATTACHMENT, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.STEEL BEAM, SEE PLAN
11
2
3
2
KEYNOTES:
1/4 3-12
1/4 3-12
1/4
EA SIDE
STRINGER-TO-BEAM
1
3
2
6
5
4
1. BOUNDARY ATTACHMENT, SEE PLAN
2.CONCRETE OVER STEEL DECK, SEE PLAN
3.STEEL BEAM, SEE PLAN
4. CONT L4x4x1/4
5.NOSING STEEL, SEE ARCH
6.STAIR STRINGER BEYOND, SEE PLAN
KEYNOTES:
1/4 3-12
1/4 3-12
1
3
2
4
1. BOUNDARY ATTACHMENT, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.STEEL BEAM, SEE PLAN
4.CONT L4x4x1/4
11
5
2
B
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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t
l
e
:
®
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3/1/2023 7:57:48 AM
S4.0
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SCALE: NTS201WOOD JOIST AT WOOD STUD WALL
SCALE: NTS202WOOD JOIST AT WOOD STUD WALL
SCALE: NTS205WOOD JOIST AT WOOD STUD WALL
SCALE: NTS206WOOD JOIST AT WOOD STUD WALL
SCALE: NTS207WOOD JOIST AT WOOD BEAM
SCALE: NTS208WOOD JOIST AT WOOD STUD WALL
SCALE: NTS203WOOD JOIST AT WOOD STUD WALL
SCALE: NTS204WOOD JOIST AT WOOD STUD WALL
SCALE: NTS209WOOD JOIST AT WOOD STUD WALL
SCALE: NTS212WOOD JOIST AT WOOD STUD WALL
SCALE: NTS210WOOD JOIST AT WOOD STUD WALL
SCALE: NTS211WOOD JOIST AT WOOD STUD WALL
SCALE: NTS213WOOD JOIST AT WOOD STUD WALL
SCALE: NTS214STEEL DECK AT STEEL BEAM
SCALE: NTS215STEEL DECK AT STEEL BEAM
SCALE: NTS216STEEL DECK AT STEEL BEAM
03
/
0
1
/
2
0
2
3
KEYNOTES:
1/4 3-12
1/4 3-12
1
3
2
4
1.BOUNDARY ATTACHMENT, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.STEEL BEAM, SEE PLAN
4.CONT L4x4x1/4
KEYNOTES:
3/16 4 - 12
4 - 123/16
1
3
2
1. STEEL BEAM, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.CONT L3x3x 1/4
4.BOUNDARY ATTACHMENT, SEE PLAN
5.RAILING, SEE ARCH
5
4
KEYNOTES:
3/16 4 - 12
4 - 123/16
3/16
TYP
1
3
2
1. STEEL BEAM, SEE PLAN
2. CONCRETE OVER STEEL DECK, SEE PLAN
3.CONT L3x3x 1/4
4.BOUNDARY ATTACHMENT, SEE PLAN
5. RAILING, SEE ARCH
6.HSS6x4x 3/16 (FLATWISE)
5
4
6
KEYNOTES:
1/4
1
1.STEEL BEAM, SEE PLAN
1
PLAN
A
A
KEYNOTES:
NOTES:
1/4
1.STEEL BEAM, SEE PLAN
2.HSS6x4x 3/16 (FLATWISE) SEE DETAIL 219
3. STEEL BEAM BEYOND, SEE PLAN
A.SEE CORRESPONDING DETAILS FOR
ADDITIONAL INFORMATION
1
1
1
2
3
KEYNOTES:
NOTES:
4
1.GYPCRETE (1 1/2" MAX THICKNESS), SEE
ARCH
2. CONT STRAP ACROSS TOPS OF BLOCKS
AND ONTO RIM BOARD, SEE PLAN. FILL
EVERY HOLE W/ 10d NAILS
3. CONT DBL RIM BOARD, SEE
CORRESPONDING DETAIL
4.(3) A35 CLIPS CONNECTING RIM BOARD
TO DBL TOP PLATE
5.WOOD STUD WALL, SEE PLAN
6.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
7.WOOD JOIST BLOCKING FOR AMOUNT OF
BAYS SHOWN ON PLANS. ALIGN
BLOCKING SO IT BUTTS INTO END OF DBL
RIM BOARD
8. WOOD JOIST, SEE PLAN
A. NOT ALL FRAMING SHOWN FOR CLARITY,
SEE CORRESPONDING DETAILS
1'-4"
MIN21 3
8
7
666
55
5
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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3/1/2023 7:57:48 AM
S4.1
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09/27/2022
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SCALE: NTS217STEEL DECK AT STEEL BEAM
SCALE: NTS218STEEL DECK AT STEEL BEAM
SCALE: NTS219STEEL DECK AT STEEL BEAM
SCALE: NTS220STEEL BEAM AT STEEL BEAM
SCALE: NTS221STEEL BEAM AT STEEL BEAM
SCALE: NTS222BLOCKING AND STRAPPING AT FLOOR JOISTS
03
/
0
1
/
2
0
2
3
KEYNOTES:
NOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3. WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.ROOF SHEATHING, SEE PLAN
7.FULL-HEIGHT 2x BLOCKING BETWEEN
EACH TRUSS W/ A35 CLIP
8. BOUNDARY NAILING, SEE PLAN
1
2
3
5
4
6
8
7
A.2x BLOCKING MAY BE OMITTED EVERY
THIRD BAY
B.COORDINATE ROOF VENTILATION
C. FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
NOTES:
1
4
5
3
2
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. WOOD BEAM, SEE PLAN
3.2x BLOCKING BETWEEN EACH TRUSS W/
A35 CLIP
4.ROOF SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
A.COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
NOTES:1
2
3
55
4
7
8
6
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6. FULL-HEIGHT TRUSS BLOCKING
BETWEEN EACH TRUSS
7.ROOF SHEATHING, SEE PLAN
8. BOUNDARY NAILING, SEE PLAN
A.NO WALL SHEATHING SPLICE BETWEEN
BLOCKING AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH BLOCK
B. COORDINATE ROOF VENTILATION
C. FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
NOTES:
1
2
3
4
5
1. WOOD TRUSS W/ CLIP, SEE PLAN
2.WOOD BEAM SEE PLAN
3.FULL-HEIGHT TRUSS BLOCKING
BETWEEN EACH TRUSS W/ A35 CLIP
4.ROOF SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
A.COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
NOTES:
1
4
5
3
2
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. WOOD BEAM, SEE PLAN
3. 2x BLOCKING BETWEEN EACH TRUSS W/
A35 CLIP
4.ROOF SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
A.COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3. WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.WOOD TRUSS ALIGNED W/ SHEARWALL
W/ HGA10 CLIP AT 36" O.C. INSTALL CLIPS
W/ 3" LONG SDS SCREWS TO DBL TOP
PLATE
7.BOUNDARY NAILING, SEE PLAN
8.ROOF SHEATHING, SEE PLAN
9. 2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
10.OVERBUILD JOIST, SEE PLAN
2
3 4
6
1
8 7
5
9
8
10
KEYNOTES:
NOTE:
11_4"
G
A
P
1
2
3
46
5
7
1.WOOD TRUSS, SEE PLAN. TRUSS
SHOULD NOT BE DESIGNED TO
BEAR ON WALL.
2.SIMPSON HTC4 CLIP AT 24" O.C.
(EACH TRUSS) W/ 0.148" DIA x 3"
LONG NAILS IN ALL HOLES
3.EDGE NAILING, SEE SHEARWALL
SCHEDULE
4.WALL SHEATHING AS OCCURS,
SEE PLAN
5.GYPBOARD SEE ARCH
6.WOOD STUD WALL, SEE PLAN
7.CONT 2x DBL TOP PLATE W/ LAP
SPLICE, SEE TPYICAL DETAIL
A.NAILS SHOULD NOT BE DRIVEN
COMPLETELY FLUSH AGAINST THE
CONNECTOR AT THE TRUSS TO
ALLLOW VERTICAL TRUSS
MOVEMEMENT, ALLOW 1/16" GAP
BETWEEN NAIL HEAD AND TRUSS CLIP
B.ARCH TO PROVIDE FINISH TO
ALLOW FOR 11/4" VERTICAL
MOVEMENT OF TRUSS
KEYNOTES:
NOTES:
1. WOOD TRUSS, SEE PLAN
2.2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3. WOOD TRUSS W/ HGA10 CLIP AT 36" O.C.
4.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
5.WOOD STUD WALL, SEE PLAN
6. WALL SHEATHING AS OCCURS, SEE PLAN
7.(3) 16d NAILS AT 16" O.C.
8.2x6 LADDER FRAMING AT 16" O.C.
9. BOUNDARY NAILING, SEE PLAN
10. ROOF SHEATHING, SEE PLAN
11.2x6 BLOCKING AT 32" O.C., FIRST TRUSS
BAY MINIMUM
12. EDGE NAILING, SEE SHEARWALL
SCHEDULE
13. (3) 8d NAILS AT EACH BLOCK
14.NO SHEATHING SPLICE TO OCCUR IN
THIS AREA
9
1
2 3
4
5
6
7
8
10
7
2'-0"
MAX
913
11
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
12
14
7
NOTES:
KEYNOTES:
4
2
3
6
11
10
1
2
10
9
8
5
7
7
A.NO WALL SHEATHING SPLICE BETWEEN
BLOCKING AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH BLOCK
B.COORDINATE ROOF VENTILATION
2'-0" MAX6
11
7
1.OVERBUILD 2x FRAMING W/ CLIP, SEE
PLAN
2. ROOF SHEATHING, SEE PLAN
3.FULL-HEIGHT TRUSS BLOCKING
4.WOOD TRUSS W/ CLIP, SEE PLAN
5. WALL SHEATHING AS OCCURS, SEE PLAN
6. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8. 2x BLOCKING BETWEEN EACH JOIST W/
LPT4 CLIP
9.
10. BOUNDARY NAILING, SEE PLAN
11. WOOD STUD WALL, SEE PLAN
CONT 2x8 BOTTOM PLATE W/ (4) #10x3 1/2"
SCREWS AT 24" O.C. (EACH TRUSS)
NOTES:
KEYNOTES:
4
2
3
10
1
2
109
8
5
7
7
A.NO WALL SHEATHING SPLICE BETWEEN
BLOCKING AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH BLOCK
B.COORDINATE ROOF VENTILATION
2'-0" MAX6
11
7
1213
210
14
15
1.OVERBUILD 2x FRAMING W/ CLIP, SEE
PLAN
2. ROOF SHEATHING, SEE PLAN
3.FULL-HEIGHT TRUSS BLOCKING
4.WOOD TRUSS W/ CLIP, SEE PLAN
5. WALL SHEATHING AS OCCURS, SEE PLAN
6. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8. 2x BLOCKING BETWEEN EACH JOIST W/
LPT4 CLIP
9.
10. BOUNDARY NAILING, SEE PLAN
11. WOOD STUD WALL, SEE PLAN
12.WOOD TRUSS, SEE PLAN
13.2x4 AT 4'-0" O.C. W/ (2) 16d NAILS AT EACH
TRUSS
14.WOOD TRUSS W/ (3) #10x3 1/2" SCREWS
AT 24" O.C. IN BOTTOM CHORD
15.WOOD BEAM, SEE PLAN
CONT 2x8 BOTTOM PLATE W/ (4) #10x3 1/2"
SCREWS AT 24" O.C. (EACH TRUSS)
KEYNOTES:
NOTES:
1.WOOD JOIST, SEE PLAN
2. WOOD JOIST BLOCKING AT 16" O.C. W/ (2)
16d NAILS
3. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE PLAN
6. EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.CONT RIM BOARD
8. BOUNDARY NAILING, SEE PLAN
9.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
10.(4) 10d NAILS INTO EACH BLOCK
11.FLOOR SHEATHING, SEE PLAN
12.11/2" GYPCRETE, SEE ARCH
13. CONT 2x10 LEDGER W/ (4) #10 x 3 1/2"
SCREWS AT 16" O.C.
14.ROOF SHEATHING, SEE PLAN
15.2x BLOCKING W/ (3) 16d TOE-NAILS
BETWEEN EACH JOIST
16. WOOD JOIST W/ LRU28Z HANGER AND
VPA2 CONNECTOR1
3
4
66
5
8
7
4
9
11
2
10
12
A.NO WALL SHEATHING SPLICE BETWEEN
RIM BOARD AND TOP PLATE, IF
SHEATHING BREAKS PROVIDE A35 CLIP
AT EACH JOIST
B.FASCIA PER ARCHITECTURAL DETAILS
6
3
4
6
5
8
8
13
16
15
14
KEYNOTES:
NOTES:
1. WOOD TRUSS, SEE PLAN
2.2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3. WOOD TRUSS W/ HGA10 CLIP AT 36" O.C.
4.WOOD BEAM, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.WALL SHEATHING AS OCCURS, SEE PLAN
7. (3) 16d NAILS AT 16" O.C.
8. 2x6 LADDER FRAMING AT 16" O.C.
9.BOUNDARY NAILING, SEE PLAN
10.ROOF SHEATHING, SEE PLAN
11. 2x6 BLOCKING AT 32" O.C., FIRST TRUSS
BAY MINIMUM
12.(3) 8d NAILS AT EACH BLOCK
13. NO SHEATHING SPLICE TO OCCUR IN
THIS AREA
9
1
2 3
4
6
7
8
10
7
2'-0"
MAX
912
11
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
5
13
7
KEYNOTES:
NOTES:
3/16
3"
4"
11_2"
3_4"GA
P
1
1.WOOD BEAM, SEE PLAN
2.(2)3/4" DIA THRU BOLTS, FINGER-TIGHTEN
NUTS AND DESTROY THREADS
3. ARCHITECTURAL STEEL COLUMN, SEE
ARCH
4.1/4" THICK x 6 1/2 " LONG (OUT-OF-PAGE
DIRECTION) BUILT-UP BUCKET W/ 2" LONG
VERTICAL SLOTTED HOLES
2
4
3
A.PROTECT EXPOSED STEEL, SEE ARCH
B. NOT ALL FRAMING SHOWN FOR CLARITY,
SEE CORRESPONDING DETAIL
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 TRUSS BLOCKING
BETWEEN EACH TRUSS W/ A35 CLIP
7.BOUNDARY NAILING, SEE PLAN
8. ROOF SHEATHING, SEE PLAN
2
3 4
8
7
51
6
11
5
2
B
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)
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
Pr
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e
c
t
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Dr
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T
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:
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3/1/2023 7:57:49 AM
S5.0
RO
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09/27/2022
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SCALE: NTS301WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS302WOOD TRUSS AT WOOD BEAM
SCALE: NTS303WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS304WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS305WOOD TRUSS AT WOOD BEAM
SCALE: NTS306WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS307WOOD TRUSS AT NON-BEARING EXTERIOR STUD WALL
SCALE: NTS308WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS309WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS310WOOD TRUSS AT WOOD GIRDER TRUSS
SCALE: NTS311WOOD JOIST AT WOOD STUD WALL
SCALE: NTS312WOOD TRUSS AT WOOD BEAM
SCALE: NTS313ARCHITECTURAL STEEL COLUMN AT WOOD BEAM
SCALE: NTS314WOOD TRUSS AT WOOD STUD WALL
03
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2
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2
3