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10459 SOUTH 1300 WEST STE 201SOUTH JORDAN, UT 84095801.487.3330MECHANICAL:ELECTRICAL:JTB HVAC & PLUMBI
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GENERAL STRUCTURAL NOTES
NO. DATE
5.17.2021
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REQUIREMENTS FOR SPECIAL INSPECTION, MATERIAL TESTING, AND STRUCTURAL OBSERVATION
NO. DATE
5.17.2021
MARKS AND SYMBOLS LEGEND
SECTION MARK
.
SHEET NUMBER
FOOTING DESIGNATION
TOP OF FOOTING ELEVATION
INDICATES CONCRETE WALL. DASHED
WALLS STOP AT DECK
INDICATES EXISTING WALL.
DEPRESS FOUNDATION WALL AND POUR
SLAB OVER. SEE DETAIL 9/S5.01
INDICATES WOOD STUD WALL. DASHED
WALLS STOP AT DECK
INDICATES STRUCTURAL WALL ABOVE.
INDICATES WOOD SHEARWALL (AND TYPE)
OVER CONCRETE WALL (AND TYPE), SEE
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CW-x/WSW-x
INDICATES WOOD SHEARWALL TYPE, SEE
SCHEDULE ON SHEET S6.02WSW-x
INDICATES CONTINUOUS FOOTING. SEE
SCHEDULE ON SHEET S6.01FCx.x
INDICATES CONTROL / CONSTRUCTION
JOINT, SEE DETAIL(S) 5/S5.01C.J.
INDICATES WOOD HEADER TYPE. SEE
SCHEDULE ON SHEET S6.02WH-x
INDICATES HOLD DOWN TYPE. SEE
SCHEDULE ON SHEET S6.02HD-x
INDICATES PLYWOOD ROOF SHEATHING,
SEE SCHEDULE ON SHEET S6.02
INDICATES CONCRETE PIER. SEE
SCHEDULE ON SHEET S6.01CP-x
INDICATES AREA OF SNOW DRIFT. JOIST
SUPPLIER TO ADD SNOW DRIFT LOAD TO
JOISTS AND GIRDERS
SEE PLAN FOR SNOW DRIFT LOADING.
THESE LOADS ARE IN ADDITION TO THE
JOIST UNIFORM AND POINT LOADS SHOWN
ON PLANS. JOIST SUPPLIER TO ADD SNOW
DRIFT LOAD TO BOTH JOISTS AND
GIRDERS
SNOW DRIFT
NOTE
x'-x"
x psf
xx psf INDICATES ADDITIONAL LOADING DUE TO
SNOW DRIFT (SEE SNOW DRIFT NOTE)
xx psf INDICATES LOAD AT HIGH POINT,
x psf INDICATES LOAD AT LOW POINT
x'-x" INDICATES LENGTH OF DRIFT
x'-x"
0 psf
xx psf INDICATES ADDITIONAL LOADING DUE TO
SNOW DRIFT (SEE SNOW DRIFT NOTE)
xx psf INDICATES LOAD AT HIGH POINT
x'-x" INDICATES LENGTH OF DRIFT
SNOW DRIFT LEGEND
STRUCTURALBHB
PROJECT NUMBER
REVISIONS
SHEET TITLE
PROJECT/OWNER
ENGINEER
DATE
SHEET NUMBER
NI
C
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S
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A
Y
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10
4
5
9
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1
3
0
0
W
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2
0
1
SO
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H
J
O
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D
A
N
,
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A
H
8
4
0
9
5
•
(
8
0
1
)
4
8
7
-
3
3
3
0
1/
1
6
"
3
/
3
2
"
1
/
8
"
3
/
1
6
"
1
/
4
"
3
/
8
"
1/
2
"
3/
4
"
1
1
/
2
"
3"
2766 South Main Street
Salt Lake City, Utah 84115
801-355-5656
bhb@bhbengineers.com
S0.10
210436
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N
O
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22
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8
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4
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5.17.2021
Sheet
Number Sheet Name
S0.1 GENERAL STRUCTURAL NOTES
S0.2 GENERAL STRUCTURAL NOTES
S0.3 SPECIAL INSPECTION NOTES
S0.10 LEGENDS AND NOTES
S1.0 FTNG AND FOUND - ROOF
FRAMING PLANS
S5.01 DETAILS
S5.11 DETAILS
S6.01 SCHEDULES
S6.02 SCHEDULES
NO. DATE
5.17.2021
C.J.
C.J.
C.J
.
C.J
.
18.
5
p
s
f
18.
5
p
s
f
3' -9"
53.3 psf53.3 psf
10' -4"
53.3 psf53.3 psf
10' -4"
18
.
5
p
s
f
18
.
5
p
s
f
3' -9"
EXISTING FRAMING
5
S5.01
_____
TYP
4" THICK UNREINFORCED SLAB ON GRADE,
SEE GENERAL STRUCTURAL NOTES
TOP OF SLAB = 100'-0"
CONTROL JOINTS, COORDINATE
LOCATION WITH ARCH. -TYP
97' -6"
FC2.0
CW-8A/ WSW-6A-6
97
'
-6"
FC
2
.
0
97
'
-6"
FC
2
.
0
CW
-
8
A
/
W
S
W
-
6
A
-
6
EXISTING WALL
EXISTING FOOTING
EX
I
S
T
I
N
G
W
A
L
L
EX
I
S
T
I
N
G
F
O
O
T
I
N
G
EX
I
S
T
I
N
G
W
A
L
L
EX
I
S
T
I
N
G
F
O
O
T
I
N
G
CW
-
8
A
/
W
S
W
-
6
A
-
6
C P -16A C P -16A C P -16A C P -16A
4
S5.01
9
S5.11
_____
9
S5.01
_____9
S5.01
_____TYP
9
S5.01
_____
12
S5.01
_____
10
S5.01
_____H D U -2 H D U -2 H D U -2 H D U -2 10
S5.01
_____
TYP
EXISTING WALL
EX
I
S
T
I
N
G
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
WSW-6A-6
WSW
-
6
A
-
6
WSW
-
6
A
-
6
12
S5.11
_____TYP
11
S5.11
_____
10
S5.11
_____TYP10
S5.11
_____TYP
WH-1WH-1WH-1WH-1
11
S5.11
_____
PRE-FABRICATED WOOD TRUSS AT 24" O.C.
4' - 0"4' - 0"
DO
U
B
L
E
T
R
U
S
S
DO
U
B
L
E
T
R
U
S
S
PR
E
-FAB
R
I
C
A
T
E
D
W
O
O
D
T
R
U
S
S
A
T
2
4
"
O
.
C
.
PR
E
-FAB
R
I
C
A
T
E
D
W
O
O
D
T
R
U
S
S
A
T
2
4
"
O
.
C
.
EXISTING OPENINGEXISTING OPENINGEXISTING OPENING EXISTING OPENING
1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH
ARCHITECTURAL AND MECHANICAL DRAWINGS.
2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS,
ETC.
3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS.
4. SEE "EARTHWORK" NOTES ON SHEET S0.1 FOR MINIMUM FILL REQUIRED BENEATH FOOTINGS.
5. SEE DETAILS 1/S5.01 AND 2/S5.01 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND
PERPENDICULAR TO FOOTINGS.
6. SEE DETAIL 5/S5.01 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE.
7. SEE DETAIL 7/S5.01 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS.
8. SEE DETAIL 11/S5.01 FOR ADDITIONAL REINFORCING AT MISCELLANEOUS OPENINGS IN CONCRETE WALLS.
9. SEE DETAIL 8/S5.01 FOR SILL PLATE BOLTING DETAIL.
FOOTING AND FOUNDATION PLAN NOTES
1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
2. SEE DETAIL 1/S5.11 AND 7/S5.11 FOR FRAMING AROUND ALL OPENINGS.
3. SEE DETAIL 4/S5.11 FOR TYPICAL BUILT-UP BEAM DETAIL.
4. SEE DETAIL 2/S5.11 FOR TYPICAL TOP PLATE SPLICE DETAIL.
5. SEE DETAIL 3/S5.11 FOR TYPICAL TOP PLATE SPLICE SCHEDULE AT PIPE.
6. SEE DETAIL 5/S5.11 FOR TYPICAL MECHANICAL UNIT SUPPORT DETAILS.
7. SEE DETAIL 6/S5.11 FOR FRAMING AT SMALL ROOF OPENINGS.
8. SEE DETAIL 8/S5.11 FOR TYPICAL INTERIOR NON-BEARING WALL BRACING.
ROOF FRAMING PLAN NOTES
ROOF FRAMING DESIGN LOADS
ROOF LOADS:
DEAD LOAD
LIVE LOAD
TOTAL LOAD
20 psf
35 psf
55 psf
STRUCTURALBHB
PROJECT NUMBER
REVISIONS
SHEET TITLE
PROJECT/OWNER
ENGINEER
DATE
SHEET NUMBER
NI
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H
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S
•
N
A
Y
L
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A
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5
9
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1
3
0
0
W
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S
U
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2
0
1
SO
U
T
H
J
O
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D
A
N
,
U
T
A
H
8
4
0
9
5
•
(
8
0
1
)
4
8
7
-
3
3
3
0
1/
1
6
"
3
/
3
2
"
1
/
8
"
3
/
1
6
"
1
/
4
"
3
/
8
"
1/
2
"
3/
4
"
1
1
/
2
"
3"
2766 South Main Street
Salt Lake City, Utah 84115
801-355-5656
bhb@bhbengineers.com
S1.0
210436
FT
N
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22
W
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8
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5.17.2021
0"8'-0"16'-0"4'-0"1/4" = 1'-0"
FOOTING AND FOUNDATION PLAN
1
NO
R
T
H
NO
R
T
H
0"8'-0"16'-0"4'-0"1/4" = 1'-0"
ROOF FRAMING PLAN
4
NO. DATE
5.17.2021
2114048-01210436_S501-01
1 CONDITION AT PIPE PARALLEL TO CONCRETE FOOTING
BACK-FILLED TRENCH
PIPE, SEE CIVIL
BOTTOM OF TRENCH
SHALL BE ABOVE THIS
LINE CONCRETE FOOTING,
SEE PLAN AND SCHED1
2
2'-0" MIN
6"
NO SCALE
16384-00210436_S501-02
2 CONDITIONS AT PIPE PERPENDICULAR TO FOOTING
PIPE PASSES THROUGH FOOTING
PIPE PASSES BELOW FOOTING
PROVIDE SLEEVES AROUND
ALL PIPES PASSING THROUGH
WALL AND FOOTINGS
INTERRUPT CONT FTG
REINF FOR PASSAGE
ADDITIONAL REINF TO
MATCH CONT FTG REINF
PIPE, SEE MECH.
PROVIDE SLEEVES AROUND
ALL PIPES PASSING THROUGH
WALL AND FOOTINGS
PIPE, SEE MECH.
CONCRETE FOOTING,
SEE PLAN AND SCHED
CONCRETE FOOTING,
SEE PLAN AND SCHED
ADDITIONAL REINF TO
MATCH CONT FTG REINF
OF PIPE
1" MIN
6"MIN
IF
D
I
M
E
N
S
I
O
N
E
X
C
E
E
D
S
1'-
6
"
,
U
S
E
T
Y
P
I
C
A
L
FO
O
T
I
N
G
S
T
E
P
1" MIN 24 BAR DIAMETERS
6"
M
I
N
2"
C
L
E
A
R
12" MIN 12" MIN
12" MIN12" MIN
NO SCALE
2114048-00210436_S501-03
3 TYPICAL FOOTING STEP DETAIL
CONCRETE FOOTING,
SEE PLAN AND SCHED
Z-BARS TO MATCH
CONT FOOTING REINF
DOWELS TO MATCH VERT
AND HORIZ WALL REINF
ABOVE
CONC FOUNDATION WALL,
SEE PLAN AND SCHED
Z-BARS TO MATCH
CONT TOP FOOTING
REINF, WHERE OCCURS
t
SE
E
S
C
H
E
D
ST
E
P
-
S
E
E
P
L
A
N
(3
'
-
4
"
M
A
X
-
U
N
O
)
t MIN L = 2 x STEP HEIGHT (MIN)
NO SCALE
2097665-00210436_S501-04
4 TYPICAL CORNER WALL REINFORCING AT CONCRETE WALLS
[PLAN VIEW]
BAR OF SAME SIZE AND
PROVIDE STANDARD HOOKED
SPACING WITH LAP AS PER
GENERAL STRUCTURAL NOTES,
TYPICAL
PLAN AND SCHEDULE
CONCRETE WALL, SEE
PLAN AND SCHED
CONC WALL, SEE
TO MATCH VERT WALL
BAR AT CORNER
REINFORCING
(2) BARS AT INTER.
TO MATCH VERT
WALL REINFORCING
TO MATCH VERT WALL
BAR AT INTERSECTION
REINFORCING
(2) BARS AT CORNER
TO MATCH VERT WALL
REINFORCING
BAR OF SAME SIZE AND
PROVIDE STANDARD HOOKED
SPACING WITH LAP AS PER
GENERAL STRUCTURAL NOTES,
TYPICAL
SAME SIZE AND SPACING
PROVIDE CORNER BAR OF
WITH LAP AS PER GENERAL
STRUCTURAL NOTES, TYPICAL
(MATCH LARGEST BAR SIZE
AND SMALLEST SPACING)
SAME SIZE AND SPACING
PROVIDE CORNER BAR OF
WITH LAP AS PER GENERAL
STRUCTURAL NOTES, TYPICAL
(MATCH LARGEST BAR SIZE
AND SMALLEST SPACING)
NO SCALE
0-04210436_S501-05
5 TYPICAL SLAB ON GRADE JOINT DETAILS
CONTROL JOINT
CONCRETE SLAB ON
GRADE, SEE PLAN
EDGE EACH SIDE OF
JOINT WITH 1/8" RADIUS
CONCRETE SLAB ON
GRADE, SEE PLAN
5/8"DIA x 24" SMOOTH
DOWEL AT 18" O.C.
GREASE AND USE PAPER
SLEEVE OVER ONE END
CONSTRUCTION JOINT SAW-CUT CONTROL JOINT
WITH AN EARLY ENTRY SAW
AS SOON AS FINAL SET IS
ACHIEVED. FINAL SET IS
TYPICALLY ACHIEVED WITHIN
FIRST 4 TO 6 HOURS OF
SLAB POUR
NOTE: IN LIEU OF SMOOTH DOWELS
DIAMOND DOWELS AND DOWEL BASKETS
MAY BE USED AT CONSTRUCTION
JOINTS AT CONTRACTOR OPTION.
t
0.2
5
t
t
0.5
t
NO SCALE
0-01210436_S501-06
6 JOINT DETAILS AT SLAB DEPRESSIONS
CONSTRUCTION JOINT
SLOPE = 1:3
EDGE EACH SIDE OF
JOINT WITH 1/8" RADIUS
CONCRETE SLAB ON
GRADE, SEE PLAN
SMOOTH DOWEL
OPTION
5/8DIA x 24" SMOOTH
DOWEL AT 18" O.C.
GREASE AND USE PAPER
SLEEVE OVER ONE END
NOTE: IN LIEU OF SHEAR KEY, SMOOTH DOWELS,
DIAMOND DOWELS AND DOWEL BASKETS MAY BE
USED AT CONSTRUCTION JOINTS AT CONTRACTORS
OPTION.
CONTROL JOINT
CONCRETE SLAB ON
GRADE, SEE PLAN
5
S5.01
6" MIN
0.2
5
t
t
0.5
t
0
.
5
t
0.15t
't
'
0.5
t
0.5
t
t
6" MIN
NO SCALE
132097-00210436_S501-07
7 LOCATIONS REQUIRING ADDITIONAL SLAB REINFORCING
[PLAN VIEW]
CONTROL OR
CONSTRUCTION JOINTS
STEEL COLUMN, SEE
PLAN AND SCHEDULE
CONCRETE BLOCKOUT
DEPRESSED CONCRETE
SLAB
(2) #4 x 4'-0" BARS WHERE CONTROL/
CONSTRUCTION JOINTS DO NOT EXTEND
FROM CORNERS OF CONCRETE BLOCKOUTS
AT BUILDING COLUMNS
(2) #4 x 4'-0" BARS WHERE CONTROL/
CONSTRUCTION JOINTS INTERSECT BUT
DO NOT CONTINUE BEYOND INTERSECTION
(2) #4 x 4'-0" BARS AT EACH CORNER
OF DEPRESSED SLAB WHERE CONTROL/
CONSTRUCTION JOINTS DO NOT EXTEND
FROM CORNER
CONTROL OR
CONSTRUCTION JOINT
NO SCALE
33281-00
8 SILL PLATE BOLTING DETAIL
[PLAN VIEW]
SILL PLATE ANCHOR
BOLT, SEE SCHEDULE
TREATED SILL PLATE,
SEE SCHEDULE
DRILLED OR NOTCHED
MORE THAN 1/3 WIDTH
OF SILL PLATE
d = 9" MAXIMUM OR
7 BOLT DIAMETERS,
MINIMUM
BREAK IN SILL PLATE
EQ EQ
'd' 'd'
'd
'
'd
'
'd'
EQ
E
Q
NO SCALE
210436_S501-09 210436_S501-09210436_S501-09
24"
18"
2278913-22
9 TYPICAL EXTERIOR WOOD STUD WALL BEARING ON CONCRETE FOUNDATION WALL
AT WALL AT OPENING IN WALL
EXTERIOR ENVELOPE AND
FINISH, SEE ARCH
WALL BEYOND
CONCRETE WALL,
SEE PLAN AND SCHED
CONCRETE WALL,
SEE PLAN AND SCHED
CONCRETE FOOTING,
SEE PLAN AND SCHED
CONCRETE FOOTING,
SEE PLAN AND SCHED
CONCRETE SLAB ON
GRADE, SEE PLAN
CONCRETE SLAB ON
GRADE, SEE PLAN
EXTERIOR SLAB OR
GRADE, SEE ARCH
EXTERIOR SLAB OR
GRADE, SEE ARCH
#4 DOWEL x 3'-6"
AT 18" O.C.
EDGE NAILING,
SEE SCHEDULE
WOOD STUD WALL,
SEE PLAN AND SCHED
WALL SHEATHING WHERE
OCCURS, SEE SCHEDULE
TREATED SILL PLATE
WITH ANCHOR BOLTS,
SEE SCHEDULE
WALL SHEATHING,
SEE SCHEDULE.
8"
NO SCALE
10535424-21
10 NEW FOUNDATION WALL AT EXISTING STRUCTURE
(E) STUD WALL
(E) SLAB ON GRADE
(E) FOUNDATION WALL
(E) CONCRETE FOOTING
CONCRETE FOOTING,
SEE PLAN AND SCHED
WOOD STUD WALL,
SEE PLAN
CONC FOUNDATION WALL,
SEE PLAN AND SCHED
TREATED SILL PLATE
WITH ANCHOR BOLTS -
SEE SCHEDULE
WALL AND (E) FOOTING
DOWEL TO MATCH
REINFORCING INTO (E)
SIZE AND SPACING OF
5
S6.01
NO SCALE
2098688-00210436_S501-11
11 TYPICAL REINFORCING FOR MISCELLANEOUS OPENINGS LESS THAN 3'-0" IN CONCRETE WALLS
WHERE MISCELLANEOUS OPENING WIDTH IS GREATER THAN 3'-0" WIDE, CONTACT STRUCTURAL ENGINEER.
OPEN OPEN
OPEN
OPEN
OPEN
SINGLE OPENING SIDE-BY-SIDE OPENINGS STACKED OPENINGS
TRIM BARS
USE STANDARD HOOKS
TRIM BARS
TRIM BARS
WHERE FULL EMBEDMENT
IS NOT POSSIBLE
WHERE JAMB IS LESS THAN
2'-0", PROVIDE #3 TIES AT
8" O.C.
TRIM BARS:
6"-8" WALLS - (2) #5 BARS (EXTEND 4'-0" MIN BEYOND EDGE OF OPENING)
10"-12" WALLS - (2) #6 BARS (EXTEND 4'-0" MIN BEYOND EDGE OF OPENING)
(2) #4x4'-0" CORNER
BARS, TYPICAL(2) #4x4'-0" CORNER
BARS, TYPICAL
NO SCALE
210436_S501-12
2278913-22
12 TYPICAL SLAB ON GRADE DETAIL AT EXISTING BUILDING
AT WALL AT OPENING IN WALL
(E) CONCRETE FOUNDATION
WALL
(E) CONCRETE FOOTING
CONCRETE SLAB ON
GRADE, SEE PLAN
(E) CONCRETE SLAB ON
GRADE
(E) WALL FINISH
(E) WOOD STUD WALL
(E) CONCRETE FOUNDATION
WALL
(E) CONCRETE FOOTING
CONCRETE SLAB ON
GRADE, SEE PLAN
(E) CONCRETE SLAB ON
GRADE
(E) WOOD STUD WALL
(BEYOND)
#4x 36" DOWELS AT 16" O.C.
DRILL AND EPOXY INTO EXISTING
FOUNDATION WALL. SEE GENERAL
STRUCTURAL NOTES AND 5/S6.01
NO SCALE
STRUCTURALBHB
PROJECT NUMBER
REVISIONS
SHEET TITLE
PROJECT/OWNER
ENGINEER
DATE
SHEET NUMBER
NI
C
H
O
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S
•
N
A
Y
L
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A
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10
4
5
9
S
.
1
3
0
0
W
E
S
T
S
U
I
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E
2
0
1
SO
U
T
H
J
O
R
D
A
N
,
U
T
A
H
8
4
0
9
5
•
(
8
0
1
)
4
8
7
-
3
3
3
0
1/
1
6
"
3
/
3
2
"
1
/
8
"
3
/
1
6
"
1
/
4
"
3
/
8
"
1/
2
"
3/
4
"
1
1
/
2
"
3"
2766 South Main Street
Salt Lake City, Utah 84115
801-355-5656
bhb@bhbengineers.com
S5.01
210436
DE
T
A
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22
W
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X
B
U
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,
I
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8
3
4
4
0
TA
C
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L
L
A
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D
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5.17.2021
NO. DATE
5.17.2021
38917-00
1 2x OR 3x FRAMING AT ROOF AND FLOOR OPENINGS
[PLAN VIEW]
OPEN OPEN
ATTACH SHEATHING TO
3x OR (2) 2x BLOCKING
WITH BOUNDARY NAILING,
3x OR (2) 2x
BLOCKING, TYP
DOUBLE JOIST EACH
SIDE OF OPENING
TYPICAL JOIST
SIMPSON HANGER,
TYP WHERE SHOWN,SIMPSON 'ST6224' WITH
(28) 16dx3.1/2" NAILS,
NOTES:
1. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS
FOR LOCATION AND SIZE OF OPENINGS.
TYP (4) LOCATIONS
SEE SCHEDULE
WHERE SHOWN
DOUBLE JOIST EA
SIDE OF OPENING
INSTALL HANGER WITH
NAILING I.A.W. WITH SIMPSON
REQUIREMENTS
3x TYP JOIST SPACE OPENING 2x TYP JOIST SPACE OPENING
SIMPSON HANGER,
TYP WHERE SHOWN,
INSTALL HANGER WITH
NAILING I.A.W. WITH SIMPSON
REQUIREMENTS
TY
P
S
P
A
C
I
N
G
-
S
E
E
P
L
A
N
3 x
T
Y
P
J
S
T
S
P
A
C
I
N
G
,
M
A
X
TY
P
J
O
I
S
T
S
P
A
C
I
N
G
-
S
E
E
P
L
A
N
2 x
T
Y
P
J
S
T
S
P
A
C
I
N
G
,
M
A
X
NO SCALE
TYPICAL TOP PLATE SPLICE DETAIL2
39424-00
OVER STUD
SPLICE BOTTOM PL
TYPICAL WALL STUDS
TOP PLATE SPLICE
16d NAILS AT 16" O.C.
OUTSIDE OF SPLICE(2) 16d AT 4" O.C. [(24) 16d MIN]
16d NAILS AT 16" O.C.
OUTSIDE OF SPLICE
4'-0" MINIMUM LAP
NO SCALE
39424-01
3 TOP PLATE SPLICE SCHEDULE AT PIPE
TOP PLATE SPLICE
SIMPSON STRAP EACH SIDE,
DOUBLE TOP PLATE
PIPE. VERIFY SIZE AND
LOCATION WITH ARCH,
MECH, AND ELECTRICAL
DRAWINGS
SEE SCHEDULE
WOOD STUD WALL,
SEE PLAN AND SCHED
CL PIPE AND STRAP
NO SCALE
NONE REQUIRED
STRAPSHOLE SIZE
1/3 STUD WIDTH
LESS THAN OR EQUAL TO
10dx1.1/2" NAILS OR EQUIVALENT
(2) SIMPSON CTS218 WITH (24)
THAN OR EQUAL TO 2/3 STUD WIDTH
GREATER THAN 1/3 AND LESS
STUD WIDTH
GREATER THAN 2/3 10dX1.1/2" NAILS [(2) CTS218 EACH
(4) SIMPSON CTS218 WITH (24)
SIDE OF WALL] OR EQUIVALENT
33280-01
4 TYPICAL BUILT-UP WOOD MEMBER DETAIL
QUADRUPLE PLY BEAM/ HEADER
16d NAILS ONE SIDE
3/8" DIA BOLTS
W/ WASHERS
DOUBLE PLY BEAM/ HEADER
TRIPLE PLY BEAM/ HEADER
16d NAILS BOTH SIDES
6"
4"
3.1/2"
2"
2
"
2"
2
"
2"
2
"
NO SCALE
2052-05
5 TYPICAL MECHANICAL UNIT SUPPORT DETAIL
ROOF SHEATHING,
SEE SCHEDULE
EDGE NAILING
SIMPSON HANGERS-
(8) LOCATIONS FILL
ALL HOLES PER
2x8 FRAMING AROUND
OPENING
WOOD SLEEPERS OVER
TRUSS PANEL POINTS,
SEE ARCH/MECH
MECHANICAL ROOF TOP
UNIT, SEE MECH
PRE-FABRICATED WOOD
TRUSS, SEE PLAN
SEE SCHEDULE
SIMPSON SPECIFICATIONS
NOTE: SEE PLAN FOR
ADD LOAD TO TRUSSES
OPENING
SEE ARCH/MECH
NO SCALE
2052-04
6 TYPICAL ROOF OPENING DETAIL
ROOF SHEATHING,
SEE SCHEDULE
EDGE NAILING,
HANGERS - (8) LOCATIONS
FILL ALL HOLES PER
SIMPSON SPECIFICATIONS
2x8 FRAMING AROUND
OPENING
SEE SCHEDULE
NOTE: SEE PLAN FOR
ADD LOAD TO TRUSSES.
SIMPSON JOIST
PRE-FABRICATED WOOD
TRUSS, SEE PLAN
OPENING
SEE ARCH/MECH
NO SCALE
2053-00
7 TRUSS FRAMING AT ROOF OPENINGS
[PLAN VIEW]
OPEN OPEN
DROP IN TRUSS BLOCK AT
ROOF HATCH OPENING
NOTES:
1. SEE ARCHITECTURAL AND
MECHANICAL DRAWINGS FOR
TYPICAL TRUSS
2 x TYP TRUSS SPACING, MAX TYP TRUSS SPACING,
SEE PLAN2x TYP TRUSS SPACE OPENING
DROP IN TRUSS BLOCK AT
ROOF HATCH OPENING
TYPICAL TRUSS
3 x TYP TRUSS SPACING, MAX TYP TRUSS SPACING,
SEE PLAN3x TYP TRUSS SPACE OPENING
ATTACH SHEATHING TO
BLOCKS WITH BOUNDARY
NAILING, SEE SCHEDULE
2x BLOCKING TYP
WHERE SHOWN
SIMPSON 'LSTA24' WITH
(18) 10dx3" NAILS, TYP
(4) LOCATIONS
2. TRUSS TO TRUSS CONNECTIONS
BY TRUSS MANUFACTURER,
LOCATION AND SIZE OF
OPENINGS.
TYPICAL.
NO SCALE
39430-02
8 TYPICAL INTERIOR NON-BEARING WALL BRACING
PERPENDICULAR TO TRUSS PARALLEL TO TRUSS
NOTE: DECK NOT
SHOWN IN THIS DETAIL.
WOOD STUD WALL,
SEE ARCH
WOOD STUD WALL,
SEE ARCH
SIMPSON 'STC' CLIP AT
EA TRUSS OR BLOCK.
[(1) 8d NAIL TO TRUSS
AND (2) 8d NAILS TO
WALL]
PRE-FABRICATED WOOD
TRUSS, SEE PLAN
PRE-FABRICATED WOOD
TRUSS, SEE PLAN
2x4 BLOCK AT 24" O.C.
WITH (2) 16d NAILS
INTO EACH END
DOUBLE TOP PLATE,
CONTRACTOR HAS OPTION TO
USE 1x MEMBER FOR ONE
OF THE DOUBLE TOP PLATES
GA
P
1/4
"
M
I
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1/2
"
M
A
X
GA
P
1/4
"
M
I
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1/2
"
M
A
X
NO SCALE
CONTRACTOR MAY CHOOSE EDGE NAILING CONDITION
39428-03210436_S511-09
9 TYPICAL EDGE NAILING OPTIONS
NO SHEATHING JOINT AT TRUSS
SHEATHING JOINT AT TRUSS
NOTE: WOOD STUD WALLS, ROOF SHEATHING,
AND WALL SHEATHING ARE PER REFERRING
PLANS, DETAILS, AND SCHEDULES.
EDGE NAILING PER
WALL BELOW, SEE
SCHEDULE
EDGE NAILING PER
WALL ABOVE, SEE
SCHEDULE
EDGE NAILING PER
WALL BELOW, SEE
SCHEDULE
EDGE NAILING PER
WALL ABOVE, SEE
SCHEDULE
(SINGLE SHEATHED)
(SINGLE SHEATHED)
NO SHEATHING JOINT AT TRUSS
EDGE NAILING PER
WALL BELOW, SEE
SCHEDULE
EDGE NAILING PER
WALL ABOVE, SEE
SCHEDULE
(DOUBLE SHEATHED)
SHEATHING JOINT AT TRUSS
EDGE NAILING PER
WALL BELOW, SEE
SCHEDULE
EDGE NAILING PER
WALL ABOVE, SEE
SCHEDULE
(DOUBLE SHEATHED)
TRUSS FASTENER,
SEE SCHED FOR
SIZE AND SPACING
TRUSS FASTENER,
SEE SCHED FOR
SIZE AND SPACING
BLOCK ADDED
BETWEEN TRUSS
AT SHEATHING
JOINT
BLOCK ADDED
BETWEEN TRUSS
AT SHEATHING
JOINT
SH
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NO SCALE
35334-40
210436_S511-10
10 TYPICAL TRUSS BEARING ON WOOD STUD WALL
[TRUSS PERPENDICULAR TO WALL]
ROOF SHEATHING,
SEE SCHEDULE
WOOD STUD WALL,
SEE PLAN AND SCHED
WALL SHEATHING,
SEE SCHEDULE
BOUNDARY NAILING,
SEE SCHEDULE
SIMPSON 'H1' AT
EACH TRUSS
2x BLOCKING BETWEEN
TRUSSES WITH 16d NAILS
AT 6" O.C. STAGGERED
INTO TRUSS BLOCKING
PRE-FABRICATED WOOD
TRUSS, SEE PLAN
9
S5.11
EDGE NAILING
TYP
13
S5.11
TRUSS
BLOCKING
NO SCALE
35334-42
210436_S511-11
11 TYPICAL TRUSS BLOCKING BEARING ON WOOD STUD WALL
[TRUSS PARALLEL TO WALL]
SEE PLAN
ROOF SHEATHING,
SEE SCHEDULE
WOOD STUD WALL,
SEE PLAN AND SCHED
WALL SHEATHING,
SEE SCHEDULE
BOUNDARY NAILING,
SEE SCHEDULE
SIMPSON 'H1' AT
EACH TRUSS BLOCK
KICKER AS NEEDED,
BY TRUSS SUPPLIER
CONNECTION BY
TRUSS SUPPLIER
2x BLOCKING BETWEEN
TRUSSES WITH 16d NAILS
AT 6" O.C. STAGGERED
INTO TRUSS BLOCKING
PRE-FABRICATED WOOD
JACK TRUSS, SEE PLAN
PRE-FABRICATED WOOD
GIRDER TRUSS, SEE PLAN
9
S5.11
EDGE NAILING
TYP
13
S5.11
TRUSS
BLOCKING
NO SCALE
37380-26210436_S511-12
12 WOOD TRUSS BEARING
AT EXISTING WOOD STUD WALL
ROOF SHEATHING,
SEE SCHEDULE
EXISTING WOOD STUD WALL,
SEE PLAN
TRUSS HANGER, SIMPSON 'LUS26'.
FILL ALL HOLES WITH 10d NAILS.
PRE-FABRICATED WOOD
TRUSS, SEE PLAN
BOUNDARY NAILING,
SEE SCHEDULE
2x BLOCKING BETWEEN
TRUSSES WITH 16d NAILS
AT 6" O.C. STAGGERED
INTO TRUSS BLOCKING
EXISTING ROOF TRUSS
EXISTING TRUSS BLOCKING
EXISTING ROOF SHEATHING,
EXISTING PARAPET
AT DOUBLE TRUSS, USE
SIMPSON 'LUS26-2'.
FILL ALL HOLES WITH 16d NAILS.
NO SCALE
35334-44
210436_S511-13
13 TYPICAL TRUSS BLOCKING ELEVATION
ROOF SHEATHING,
SEE SCHEDULE
BOUNDARY NAILING,
SEE SCHEDULE
SIMPSON 'A35' SEISMIC
TIE AT 24" O.C. ALONG
FULL HEIGHT OF TRUSS
TRUSS CLIP, SEE
SHEARWALL SCHED
FULL-HEIGHT TRUSS BLOCKING
BETWEEN EACH TRUSS. TRUSS
BLOCKING TO BE DESIGNED
FOR 230plf (ASD)
SIMPSON 'H1' AT
EACH TRUSS
PRE-FABRICATED WOOD
TRUSS, SEE PLAN
WOOD STUD WALL,
SEE PLAN AND SCHED
FOR TYPE AND
SPACING
NO SCALE
STRUCTURALBHB
PROJECT NUMBER
REVISIONS
SHEET TITLE
PROJECT/OWNER
ENGINEER
DATE
SHEET NUMBER
NI
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1/
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"
3
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3
2
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1
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8
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3
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1
6
"
1
/
4
"
3
/
8
"
1/
2
"
3/
4
"
1
1
/
2
"
3"
2766 South Main Street
Salt Lake City, Utah 84115
801-355-5656
bhb@bhbengineers.com
S5.11
210436
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5.17.2021
NO. DATE
5.17.2021
SCHED_CONC_FTG-C2500-S2000
1 CONCRETE FOOTING SCHEDULE
CONCRETE FOOTING SCHEDULE
NO SCALE
WIDTHMARK LENGTH DEPTH No. SIZE LENGTH SPACING
REINFORCING CROSSWISE COMMENTSREINFORCING LENGTHWISE
No. SIZE LENGTH SPACING
CONCRETE FOOTING NOTES:
1. PLACE ALL FOOTING REINFORCING IN THE BOTTOM OF THE FOOTING WITH 3" CLEAR CONCRETE COVER (UNO).
2. TOP REINFORCING, WHERE OCCURS, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER.
3. IF FOOTINGS ARE EARTH-FORMED, FOOTINGS SHALL BE 6" LONGER AND WIDER THAN SCHEDULED.
4. RUN CONTINUOUS FOOTING REINFORCEMENT THROUGH SPOT FOOTINGS.
5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
6. SOME SCHEDULED FOOTINGS MAY NOT BE USED, SEE FOOTING AND FOUNDATION PLAN FOR FOOTING MARKS.
FC2.0 2'-0" CONT 12" - #4 1'-6" 48" 3 #4 CONT EQ
SCHED_CONC_WALL-01
CONCRETE WALL SCHEDULE
2 CONCRETE WALL SCHEDULE
WALLS NOT DESIGNATED IN PLAN
.
COMMENTSTOP AND BOTTOM WALL TYPEHORIZONTAL
REINFORCINGMARK THICKNESS VERTICAL
CW-8A 8" #4 AT 18" O.C. #4 AT 12" O.C. (1) #4 A
TYPE 'D'
VERTICAL
TYPE 'C'
REINFORCING
REINFORCING
HORIZONTAL
NO SCALE
TYPE 'B'
VERTICAL
REINFORCING
HORIZONTAL
LC
TYPE 'A'
REINFORCING
WALL REINFORCING PLACEMENT TYPES:
ABBREVIATIONS:
E.F.
I.F.
O.F.
EACH FACE
INSIDE FACE
OUTSIDE FACE
IN
S
I
D
E
FA
C
E
CONCRETE FOUNDATION WALL NOTES:
1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
REINFORCINGTHICKNESSVERTICAL HORIZONTAL
6" #4 AT 18" O.C. #4 AT 16" O.C.
8" #4 AT 18" O.C. #4 AT 12" O.C.
10" #4 AT 16" O.C. #5 AT 15" O.C.
12" #4 AT 18" O.C. E.F. #4 AT 16" O.C. E.F.
SCHED_CONC_PIER-01
3 CONCRETE PIER SCHEDULE
CONCRETE PIER SCHEDULE
'W
T
'
NO SCALE
PIER SIZEMARK COMMENTSTYPETIESVERTICAL
REINFORCING
.CP-16A 'WT' x 16" (4) #5 BARS #3 AT 8" O.C. A
TYPE "A"
CONCRETE PIER NOTES:
1. INSTALL (3) SETS OF TIES WITHIN TOP 5" OF ALL PIERS (UNO).
2. RUN HORIZONTAL CONCRETE WALL REINFORCING CONTINUOUS THROUGH PIER WHEN PIER IS POURED
MONOLITHICALLY WITH CONCRETE WALL.
3. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
SCHED_CONC_REINF-02
4 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE
CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE
REQUIREMENT FOR CASE 1 LAP LENGTHS
NO SCALE
BAR SIZE
f'c = 3000psi & f'c = 3500 psi f'c = 4000psi & f'c = 4500 psi f'c = 5000psi f'c = 6000psi
REGULAR TOP
CLASS
BABA
CLASS
REGULAR TOP
CLASS
BABA
CLASS
REGULAR TOP
CLASS
BABA
CLASS
REGULAR TOP
CLASS
BABA
CLASS
#3 17" 22" 22" 28" 15" 19" 19" 24" 13" 17" 17" 22" 12" 16" 15" 20"
#4 22" 29" 29" 37" 19" 25" 25" 32" 17" 22" 22" 29" 16" 20" 20" 27"
#5 28" 36" 36" 47" 24" 31" 31" 40" 22" 28" 28" 36" 20" 26" 26" 33"
#6 33" 43" 43" 56" 29" 37" 37" 48" 26" 33" 33" 43" 24" 31" 31" 40"
#7 48" 63" 63" 81" 42" 54" 54" 70" 37" 49" 49" 63" 34" 44" 44" 58"
#8
#9
#10
#11
55" 72" 72" 93" 48" 62" 62" 80" 43" 56" 55" 72" 39" 51" 51" 66"
62" 81" 81" 105" 54" 70" 70" 91" 48" 63" 63" 81" 44" 57" 57" 74"
70" 91" 91" 118" 61" 79" 79" 102" 54" 70" 70" 91" 50" 64" 64" 83"
78" 101" 101" 131" 67" 87" 87" 113" 60" 78" 78" 101" 55" 71" 71" 93"
TABULATED VALUES ARE FOR CASE 1 REINFORCEMENT, WHERE THE REQUIREMENTS OF TABLE BELOW ARE MET. WHERE THESE CONDITIONS
ARE NOT MET, MULTIPLY THE LAP LENGTHS (Ꝭd) BY 1.5.
BAR CLEAR
SPACING
CLEAR
COVER STIRRUPS OR TIES
NO REQUIREMENT
db = BAR DIAMETER
>=db >=db
>=db>=2db
>=CODE FOR MINIMUM THROUGHOUT Ꝭd
CONCRETE REINFORCING BAR LAP SPLICE NOTES:
1. THIS SCHEDULE SHALL BE USED FOR ALL BAR SPLICES IN CONCRETE WALLS, UNLESS NOTED OTHERWISE.
2. CLASS 'A' SPLICES MAY BE USED ONLY IN CASES WHERE 50% OR LESS OF THE BARS ARE SPLICED WITHIN THE LAP SPLICE LENGTH.
3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS THE REQUIREMENTS OF NOTE No. 2 ABOVE ARE MET.
4. TIES AND STIRRUPS SHALL NOT BE SPLICED.
5. DO NOT SPLICE VERTICAL BARS IN RETAINING WALLS UNLESS SPECIFICALLY SHOWN.
6. THE VALUES TABULATED IN SCHEDULE ARE FOR GRADE 60 REINFORCING BARS. FOR GRADE 75, MULTIPLY LAP LENGTHS BY 1.25 AND FOR
GRADE 80, MULTIPLY BY 1.33.
7. THE VALUES TABULATED IN SCHEDULE ARE MINIMUM REQUIREMENTS. LONGER LENGTHS MAY BE USED FOR CONSTRUCTIBILITY.
8. TOP BARS ARE CLASSIFIED AS HORIZONTAL BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BAR.
9. FOR EPOXY-COATED OR ZINC AND EPOXY DUAL-COATED BARS WITH CLEAR COVER < 3d b OR CLEAR SPACING <6db, MULTIPLY LAP LENGTHS
BY 1.5. FOR ALL OTHER CASES MULTIPLY BY 1.2
10. FOR LIGHT WEIGHT CONCRETE, MULTIPLY LAP LENGTHS BY 1.33 UNLESS THE AVERAGE SPLITTING TENSILE STRENGTH (F ct) IS SPECIFIED.
FOR LIGHT WEIGHT CONCRETE WHERE F ct IS SPECIFIED, REFER TO ACI318-14 SECTION 19.2.4.3
11. SPLICES FOR BUNDLED BARS:
a. FOR BUNDLED BARS OF THREE OR LESS, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.2.
b. FOR BUNDLED BARS OF FOUR OR MORE, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.33.
c. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP.
d. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED.
12. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
SCHED_CONC_EPOXY-01
5 STANDARD ADHESIVE EMBEDMENT SCHEDULE
STANDARD ADHESIVE EMBEDMENT SCHEDULE
MINIMUM
EMBED
NO SCALE
5.5/8"
6.3/4"
4.1/2"
3.3/8"
CONCRETE OR GROUTED MASONRY
MINIMUM EMBEDMENT INTO
#4 (1/2")
#3 (3/8")
#6 (3/4")
#5 (5/8")
NOTES
SECTION OF GENERAL STRUCTURAL
PER "POST INSTALLED ANCHORS"
USE "STANDARD ADHESIVE"
ROD, SEE DETAILS
REBAR DOWEL/THREADED
(THREADED ROD SIZE)
REBAR DOWEL
STANDARD ADHESIVE EMBEDMENT NOTES:
1. SPECIFIC EMBEDMENTS, NOTES AND DETAILS IN DRAWINGS SHALL GOVERN OVER THIS
SCHEDULE.
2. HOLE DIAMETER SHALL BE DOWEL/ROD DIAMETER PLUS 1/8". FOLLOW
MANUFACTURER'S INSTRUCTIONS FOR HOLE PREPARATION.
3. PROVIDE A 3" MINIMUM EDGE DISTANCE TO CENTER OF HOLE.
4. CONTACT STRUCTURAL ENGINEER IF MINIMUM EMBEDMENTS INDICATED ABOVE ARE
NOT ACHIEVABLE.
5. SEE "POST INSTALLED ANCHORS" SECTION OF GENERAL STRUCTURAL NOTES FOR
ADDITIONAL REQUIREMENTS.
STRUCTURALBHB
PROJECT NUMBER
REVISIONS
SHEET TITLE
PROJECT/OWNER
ENGINEER
DATE
SHEET NUMBER
NI
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4
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3
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8
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1/
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3/
4
"
1
1
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"
3"
2766 South Main Street
Salt Lake City, Utah 84115
801-355-5656
bhb@bhbengineers.com
S6.01
210436
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5.17.2021
NO. DATE
5.17.2021
210436_S-602-01
1 WOOD SHEATHING SHEARWALL SCHEDULE
[ELEVATION VIEW]
WOOD WALL SHEATHING SCHEDULE (WSW-x-_)
WOOD WALL FRAMING SCHEDULE (WSW-_-x)
CALLOUT KEY
SW-6A-X
WALL FRAMING DESIGNATION
(SEE FRAMING SCHEDULE)
WALL SHEATHING DESIGNATION
(SEE SHEATHING SCHEDULE)
WALL DEPTH
(E.G.-6= 2x6 OR 3x6)
(E.G.-4=2x4 OR 3x4)
SHEATHING IS REQ'D ONE
SIDE OF WALL (NOTE 4)
1/8" GAP AT END JOINTS
1/1
6
"
G
A
P
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SID
E
J
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2'-0" MIN LAP, TYP HORIZ
OR VERT (WHERE LAP
OCCURS)
NO SCALE
TOPMARKSTUDS
EDGE NAILING, TYP
FIELD NAILING, TYP
BLOCKING. BLOCK
WALL STUDS
HOLDOWN WHERE
OCCURS
FLOOR SLAB
ALL JOINTS, SEE NOTE 6
WOOD SILL (FASTENERS
CENTER EDGES OF
PLYWOOD ON STUDS
AND BLOCKS
WOOD WALL SHEATHING.
ALTERNATE DIRECTION OF
WOOD GRAINS.
ARE NOT SHOWN)
PLATE
16d NAILS
STUD &
BLOCK AT
JOINTS THICKNESS EDGE NAIL FIELD NAIL
NAIL
SIZE
2x SEE ARCH - - -NO STRUCTURAL SHEATHING REQ'D
2x 6" O.C.
7/16" OSB 4" O.C.
3x
8d
3" O.C.
HOLDDOWN COMPRESSION
POSTS EACH SIDE, SEE
PLAN AND SCHEDULE
MARK
N
6
4
3
SILL PLATE FASTENERS
(SEE WOOD SHEATHING SCHEDULE FOR QUANTITY AND SPACING)RIM BOARD COMMENTS
ANCHOR BOLT (NOTE 1)
COMMENTSSILL PLATE FASTNER SPACING RIM BOARD FASTENERS
(2) AT 6" O.C.(1) AT 32" O.C.
(2) AT 6" O.C.
(1) AT 32" O.C.
JOINT STUD. WHERE
REQUIRED PER NOTE 4,
PROVIDE 3x MEMBERS OR (2)
2x MEMBERS JOINED TOGETHER
WITH (2) ROWS 16d NAILS AT
12" O.C. STAGGERED.
SILL
PLATE
(2) 2x 16d TOENAIL AT 8" O.C.
'A34' AT 16" O.C.
'A34' AT 16" O.C.
'A34' AT 12" O.C.
(NOTE 2)
WSW-6A 2x6 AT 16" O.C.
(2) AT 4" O.C.
(NOTE 5)(NOTE 6)
(2) 2x6 WITH 3/4"DIA2x6 TRUSS BLOCKING
WOOD SHEATHING SHEARWALL NOTES:
1. PROVIDE 1/4"x3"x0'-3" WASHER PLATES AT ANCHOR BOLTS. CONTRACTOR HAS OPTION TO PROVIDE A DIAGONAL SLOTTED HOLE WITH A WIDTH OF UP TO 3/16" LARGER THAN THE STUD DIAMETER AND A SLOT LENGTH OF UP TO 1.3/4",
PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT.
2. USE COMMON NAILS. AT SILL PLATE USE HOT-DIPPED OR TUMBLED GALVANIZED NAILS, IN ACCORDANCE WITH IBC 2304.9.5.
3. WHERE STUDS ARE CUT FOR PLACEMENT OF ANCHOR BOLTS OR OTHER ELEMENTS, AN ADJACENT STUD SHALL BE ADDED.
4. CONTRACTOR HAS OPTION TO ORIENT BLOCKING WITH WIDE FACE VERTICAL IN WHICH CASE 2x4 BLOCKING IS SUFFICIENT FOR ALL WALLS. PROVIDE BLOCK ON BOTH SIDES OF WALL IN CASES WHERE WALL IS SHEATHED BOTH SIDES.
5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
6. ANCHOR BOLTS SHALL HAVE A 7" MINIMUM EMBEDMENT INTO CONCRETE AND TERMINATE WITH A STANDARD 90° HOOK OF 3x BOLT DIAMETER AND BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL IN ACCORDANCE WITH IBC 2304.9.5.
12" O.C. (2) 2x (2) AT 4" O.C.
(1) AT 32" O.C.
(1) AT 16" O.C.
SCHED_WOOD_SHEATH-01
2 SHEATHING SCHEDULE AT ROOF
SHEATHING SCHEDULE AT ROOF
[PLAN VIEW]
INTERIOR WOOD SHEARWALL,
WHERE OCCURS, SEE PLAN
1/8" GAP AT END JOINTS
1/1
6
"
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2'-0" MIN LAP
TYP
HORIZ
OR
VERT
(WHERE
LAP
OCCURS)
NO SCALE
CENTER EDGES OF
SHEATHING ON JOISTS
AND BLOCKS
EDGE NAIL, CONTINUOUS
EDGE (WHEN BLOCKING
EDGE NAIL, OTHER
EDGE (STAGGERED)
FIELD NAILING
BOUNDARY NAIL
EDGE BLOCKING WHERE
REQ'D, LAY FLAT (UNO)
LEDGER
WALL (WHERE OCCURS),
SHEATHING. STAGGER
JOINTS AND ALTERNATE
GRAIN DIRECTIONS
SEE PLAN
IS REQUIRED)
SHEATHING NOTES:
1. MINIMUM NAIL PENETRATION INTO FRAMING: 8d-1.1/2", 10d-1.5/8".
2. USE COMMON NAILS (8d DIAMETER = 0.131", 10d DIAMETER = 0.148").
3. ALL WOOD FLOOR SHEATHING SHALL BE GLUED AND NAILED. USE A CONSTRUCTION ADHESIVE.
4. PROVIDE (2) ROWS OF BOUNDARY NAILING STAGGERED OVER INTERIOR SHEAR WALLS AT FLOOR AND ROOF.
5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
(2) ROWS OF BOUNDARY
NAILING- STAGGERED OVER
INTERIOR WOOD SHEAR WALL
THICKNESSLOCATION CONT EDGE NAIL COMMENTSEDGE BLOCKFIELD NAILOTHER EDGENAIL SIZE
ROOF 19/32" 32/16 10d 6" 6" 12" 6" NO
RATING
SCHED_WOOD_HDWN-01
3 HOLDOWN SCHEDULE
HOLDOWN SCHEDULE
4" MAX
(UNO)
NO SCALE
INCREASE FOOTING DEPTH WHERE EMBEDMENT LENGTH PLUS 3" IS GREATER THAN FOOTING DEPTH SPECIFIED.
ANCHOR RODS SHALL BE HEADED BOLTS OR RODS THREADED WITH HEAVY HEX NUT.
HOLDOWN NOTES:
2.
1.
ALL HOLDOWNS SPECIFIED ARE "SIMPSON - STRONG TIE", SEE GENERAL STRUCTURAL NOTES FOR SUBSTITUTIONS.3.
LAG SCREWS SHALL NOT BE USED.4.
DO NOT OVER TORQUE NUTS; SEE MANUFACTURER'S TORQUE REQUIREMENTS.5.
(1) HOLDOWNEM
B
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D
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N
T
HOLDOWN
A
ANCHOR ROD
FASTENERSBOUNDARY MEMBER BOUNDARY MEMBER
SILL PLATE
MEMBER
BOUNDARY
BOLTING/NAILING
BOUNDARY MEMBER ANCHOR ROD EMBEDMENT DETAIL COMMENTSHOLDOWN
SIMPSON
(6) 1/4"DIA x 2.1/2" SDS AT FOOTING
AT CONC WALL W/ CONC PIERA(2) 2x6 DF #2 MIN 5/8"DIA 9" INTO FOOTING A
CAST IN PLACE EPOXY
-HDU2 2'-1"
10" INTO FOOTING
SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.6.
5/8"DIA
SCHED_WOOD_NAIL-01
4 MINIMUM NAILING SCHEDULE
MINIMUM NAILING SCHEDULE
NAILINGCONNECTION
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
BRIDGING TO JOIST, TOENAIL EACH END
BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOE NAIL
RIM JOIST TO TOP PLATE, TOE NAIL
COLLAR TIE TO RAFTER, FACE NAIL
JACK RAFTER TO HIP,
FACE NAIL
ROOF RAFTER TO 2x RIDGE BEAM,
JOIST TO BAND JOIST, FACE NAIL
TOE NAIL
FACE NAIL
TOE NAIL
LEDGER STRIP, FACE NAIL
TOP PLATE TO STUD, END NAIL
DOUBLE STUDS, FACE NAIL
DOUBLED TOP PLATES, FACE NAIL
TOP PLATES, LAPS & INTERSECTION, FACE NAIL
CONTINUOUS HEADER, TWO PIECES
CEILING JOISTS TO PLATE, TOENAIL
CONTINUOUS HEADER TO STUD, TOENAIL
CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
RAFTER TO PLATE, TOENAIL
1" BRACE TO EACH STUD & PLATE, FACE NAIL
BUILT-UP CORNER STUDS
BUILT-UP GIRDER & BEAMS
PLYWOOD & PARTICLEBOARD:
SUBFLOOR, ROOF & WALL SHEATHING (TO FRAMING)*
1/2" AND LESS
19/32"
7/8"
1.1/8"
3/4"
1"
1.1/4"
-
-
-
COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING)*
3/4" AND LESS
7/8" 1"-
1.1/8" 1.1/4"-
* NAILS SPACED AT 6" O.C. AT EDGES, 12" O.C. AT
INTERMEDIATE SUPPORTS (EXCEPT WHERE SPANS ARE 48" OR
MORE, THEN SPACE AT 6" O.C. AT SUPPORTS). FOR
16d AT 16" O.C.
(2) 8d
(3) 8d
8d AT 6" O.C.
(3) 10d
(3) 10d
(2) 16d
(2) 16d
(2) 16d
(3) 16d
(3) 16d
(2) 16d
16d AT 24" O.C.
16d AT 16" O.C.
(2) 16d
16d AT 16" O.C. ALONG EACH EDGE
(3) 8d
(4) 8d
(3) 16d
(3) 16d
(3) 8d
(2) 8d
20d AT 32" O.C. AT TOP, BOTTOM, AND STAGGERED. (2) 20d AT ENDS AND AT EACH SPLICE.
8d OR 10d
8d
8d
8d OR 10d
6d
8d
8d OR 10d
NAILING OF DIAPHRAGMS AND SHEAR WALLS, REFER TO
SHEARWALL SCHEDULE.
NO SCALE
16d AT 24" O.C.
MINIMUM NAILING NOTES:
1. NAILING SCHEDULE IS PER TABLE 2304.9.1 OF THE I.B.C. 2009.
2. NAILING REQUIREMENTS SHOWN HERE DO NOT REPLACE HARDWARE SHOWN ON THE PLANS OR DETAILS.
3. ALL NAILS USED ARE COMMON NAILS.
4. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
210436_S-602-05
HEADER BEARING SCHEDULE FOR 2x4 OR 2x6 STUD WALL
HEADER BEARING SCHEDULE FOR WOOD STUD WALL
5 NO SCALE
2x6 SECTION
4'-0" MAXLEVEL JAMBHEADER
2x CONT PLATE
WOOD HEADER. (3) 2x's
WITH 1/2" FILLER
BEARING STUD(S)
KING STUD(S)
(4) 16d NAILS EACH
END OF HEADER, SEE
COMMENTS
SCHEDULE 2x4 SECTION
WALL STUDS SIMPSON 'LCE4' POST CAP EACH
SIDE WHEN REQ'D, SEE SCHED.
(14) 16d TO HEADER AND
(10) 16d TO POST
6'-6" MAX
JAMBHEADER
9'-0" MAX
JAMBHEADERMARK
ROOF (3) 2x8 (3) 2x8 1k/2b (3) 2x10WH-1 1k/2b 1k/2b
STRUCTURALBHB
PROJECT NUMBER
REVISIONS
SHEET TITLE
PROJECT/OWNER
ENGINEER
DATE
SHEET NUMBER
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2766 South Main Street
Salt Lake City, Utah 84115
801-355-5656
bhb@bhbengineers.com
S6.02
210436
SC
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5.17.2021
NO. DATE
5.17.2021
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THIS DRAWING SHEET AND ALL INFORMATION HEREON IS COPYRIGHTED AND THE PROPERTY OF JTB HVAC & PLUMBING ENGINEERING, INC. AND SHALL NOT BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM JTB HVAC & PLUMBING ENGINEERING, INC.
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THIS DRAWING SHEET AND ALL INFORMATION HEREON IS COPYRIGHTED AND THE PROPERTY OF JTB HVAC & PLUMBING ENGINEERING, INC. AND SHALL NOT BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM JTB HVAC & PLUMBING ENGINEERING, INC.
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ELECTRICAL SHEET INDEX
E000 ELECTRICAL GENERAL SHEET
E101 LIGHTING PLAN
E201 POWER PLAN
E601 ELECTRICAL SCHEDULES
EL
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ELECTRICAL SYMBOL SCHEDULE
SYMBOL DESCRIPTION MOUNTING NOTES
FIRE ALARM HORN 7' - 6"
FIRE ALARM STROBE 7' - 6"
FIRE ALARM HORN STROBE 7' - 6"
FIRE ALARM GONG 7' - 6"
FIRE ALARM DUAL ACTION MANUAL PULL STATION 4' - 0"
FIRE ALARM ADDRESSABLE CONTROL RELAY
FIRE ALARM MONITOR MODULE
FIRE ALARM CONTROL PANEL 6' - 6" TO TOP
FIRE ALARM ANNUNCIATOR PANEL 4' - 0"
PHOTOELECTRIC SMOKE DETECTOR
RATE OF RISE/HEAT DETECTOR
CARBON MONOXIDE DETECTOR
DUCT SMOKE DETECTOR 6
FIRE SMOKE DAMPER
FIRE RISER TAMPER SWITCH
FIRE RISER FLOW SWITCH
ELECTROMAGNETIC DOOR HOLDER 2' - 0"
CO
AR
F
MM
F
T
SURFACE
SURFACE
SURFACE
DUCT
SECURITY CARD READER
SECURITY KEYPAD
SECURITY CCTV CAMERA
CR
KP 4' - 0"
4' - 0"
ELECTRIC STRIKEES
SPEAKER - WALL
MICROPHONE CONNECTION
VOLUME CONTROL SWITCH
S
S
SVC
M
SPEAKER - CEILING
4' - 0"
LIGHT FIXTURE - SURFACE OR RECESSED SEE DRAWINGS 1
EMERGENCY LIGHT FIXTURE - SURFACE OR RECESSED SEE DRAWINGS 1, 2
EMERGENCY LIGHT FIXTURE - OPEN STRIP
LIGHT FIXTURE - CEILING MOUNTED CEILING 1
LIGHT FIXTURE - PENDANT/CHANDELIER CEILING 1
LIGHT FIXTURE - DOWNLIGHT CEILING 1
LIGHT FIXTURE - WALL WASH DOWNLIGHT CEILING 1
LIGHT FIXTURE - WALL MOUNTED WALL 1
LIGHT FIXTURE - WALL BRACKET WALL 1
LIGHT TRACK WITH FIXTURES SURFACE 1
EXIT FIXTURE - WALL MOUNT WALL
EXIT FIXTURE - CEILING MOUNT CEILING
EXIT FIXTURE W/ EMERGENCY HEADS - WALL MOUNT WALL
EXIT FIXTURE W/ EMERGENCY HEADS - CEILING MOUNT CEILING
DUAL HEAD EMERGENCY LIGHT FIXTURE WALL 1, 2
AREA LIGHT FIXTURE - POLE MOUNTED POLE 1
PHOTO-ELECTRIC CELL WITH RELAY SURFACE 1
OCCUPANCY SENSOR - CEILING MOUNT CEILING 1
LIGHTING RELAY/POWER PACK SURFACE 1
TIME CLOCK - 7 DAY 5' - 0"
WALL OCCUPANCY SENSOR SWITCH 4' - 0"
SINGLE POLE SWITCH 4' - 0"
DOUBLE POLE SWITCH 4' - 0"
THREE WAY SWITCH 4' - 0"
FOUR WAY SWITCH 4' - 0"
DIMMER SWITCH 4' - 0"
LOW VOLTAGE SWITCH 4' - 0"
EM
PC
PP
TC
SOS
S
S2
S3
S4
SD
SLV
1, 2, 3
1, 2, 3
1, 2, 3
1, 2, 3
LIGHT FIXTURE - OPEN STRIP 1
1, 2
SEE DRAWINGS
SEE DRAWINGS
EMERGENCY LIGHT FIXTURE - WALL MOUNTED WALL 1, 2
EMERGENCY LIGHT FIXTURE - WALL BRACKET WALL 1, 2
EMERGENCY LIGHT FIXTURE - DOWNLIGHT CEILING 1, 2
J JUNCTION BOX SURFACE
WALL JUNCTION BOX 1' - 6" UNO
FLOOR JUNCTION BOX FLOOR
DISCONNECT SWITCH - NON-FUSED 5' - 0" UNO 4
DISCONNECT SWITCH - FUSED 5' - 0" UNO 4
COMBINATION MAGNETIC STARTER/DISCONNECT 5' - 0" UNO
MOTOR STARTER 5' - 0" UNO
CONTACTOR 5' - 0" UNO
MOTOR SURFACE
METER - PLAN VIEW
PUSH BUTTON SWITCH 4' - 0"
EMERGENCY POWER SHUTOFF SWITCH 4' - 0"
PANELBOARD - SURFACE MOUNTED 6' - 6" TO TOP
PANELBOARD - RECESSED 6' - 6" TO TOP
TRANSFORMER - PLAN VIEW
TELEPHONE TERMINAL BOARD
J
J
F
WALL
WALL
PAD/FLOOR
DISCONNECT SWITCH - SHUNT TRIP 5' - 0" UNO 4
CIRCUIT BREAKER
MCB PANEL - ONE-LINE
MLO PANEL - ONE-LINE
CURRENT TRANSFORMER
CT ENCLOSURE - ONE-LINE
TRANSFORMER - ONE-LINE
PAD MOUNT XFMR - ONE-LINE
METER - ONE-LINE
FUSED SWITCH
GROUND
OH RISER CABLE/WIRE SIZE TAG
M
XXX
LPNR
XXXA
XXXA
XP
AUTOMATIC TRANSFER SWITCH GROUND SLEEVE - ONE-LINE
FUSED DISCONNECT - ONE-LINE
XX
X
X
KEYED NOTE TAG
MECH/ELEC. EQUIPMENT TAG
OTHER EQUIPMENT TAG
X
ABBREVIATIONS
AFCI - ARC FAULT CKT INTERRUPTER
AFF - ABOVE FINISHED FLOOR
AFG - ABOVE FINISHED GRADE
AIC - AMPS INTERRUPTING CAPACITY
AL - ALUMINUM
ATS - AUTOMATIC TRANSFER SWITCH
BC - BARE COPPER
BFC - BELOW FINISHED CEILING
BFG - BELOW FINISHED GRADE
CKT - CIRCUIT
CND. OR C. - CONDUIT
CLG - INSTALLED IN CEILING
C.R. - CORD REEL
CT - CURRENT TRANSDUCER
CU - COPPER
(E) - EXISTING TO REMAIN
EC - ELECTRICAL CONTRACTOR
EM - EMERGENCY
(F) - FUTURE
FACP - FIRE ALARM CONTROL PANEL
FLA - FULL LOAD AMPS
FVNR - FULL VOLTAGE NON REVERSING
GC - GENERAL CONTRACTOR
GFCI - GROUND FAULT CKT INTERRUPTER
GND - GROUND
HP - HORSEPOWER
IG - ISOLATED GROUND
KW - KILOWATTS
LCP - LIGHTING CONTROL PANEL
LTG - LIGHTING
LV - LOW VOLTAGE
MC - MECHANICAL CONTRACTOR
MCA - MINIMUM CIRCUIT AMPS
MCB - MAIN CIRCUIT BREAKER
MCC - MOTOR CONTROL CENTER
MDP - MAIN DISTRIBUTION PANEL
MLO - MAIN LUGS ONLY
MOCP - MAX. OVERCURRENT PROTECTION
(N) - NEW
NIC - NOT IN CONTRACT
NEC - NATIONAL ELECTRICAL CODE
NFPA - NATIONAL FIRE PROT. ASSN.
NL - NIGHT LIGHT
NR - NOT REQUIRED
NTS - NOT TO SCALE
PC - PLUMBING CONTRACTOR
PH - PHASE
PNL - PANEL
POC - POINT OF CONNECTION
POS - POINT OF SALE
(R) - RELOCATED
REC - RECEPTACLES
RMC - RIGID METAL CONDUIT
SCA - SHORT CIRCUIT AMPERES
SES - SERVICE ENTRANCE SWITCHGEAR
SPD - SURGE PROTECTIVE DEVICE
TL - TWIST LOCK
TTB - TELEPHONE TERMINAL BOARD
TR - TAMPER RESISTANT
TYP - TYPICAL
UNO - UNLESS NOTED OTHERWISE
VA - VOLT/AMPS
VIF - VERIFY IN FIELD
VR - VANDAL RESISTANT
WP - WEATHERPROOF/NEMA 3R
WU - FURNISHED WITH UNIT
XFMR - TRANSFORMER
NOTES
WIRING / CONDUIT UNDERGROUND/FLOOR WIRING
CONDUIT TURNED UP CONDUIT TURNED DOWN
CIRCUIT HOME RUN TO PANEL: # OF ARROWHEADS INDICATE # OF CIRCUITS
(SEPARATE NEUTRAL PER CIRCUIT). BOTH EX. INCLUDE AN EQUIP. GROUND.
1.SEE LIGHT FIXTURE SCHEDULE FOR TYPE, MOUNTING, AND OTHER SPECIFICS.
2.CONNECT EMERGENCY AND/OR EXIT LIGHTS TO THE UNSWITCHED SIDE OF THE AREA
LIGHTING BRANCH CIRCUIT.
3.ARROW DENOTES EXIT DIRECTION.
4.USE HEAVY DUTY FOR 480 VOLT.
5.MOUNT SWITCH AT DOOR JAM PER MANUFACTURER'S INSTRUCTIONS.
6.PROVIDE UL LISTED DEVICE TO BE USED WITH THE FIRE ALARM PANEL/SYSTEM OR
PROVIDE A MONITOR MODULE TO CONNECT INTO FIRE ALARM SYSTEM.
7.PROVIDE RACEWAY WITH OUTLETS 12" ON CENTER UNO.
X
EXXX DETAIL/VIEW REFERENCE TAG
DETAIL/VIEW NUMBER
SHEET NUMBER
THERMAL OVERLOAD SWITCH 4' - 0" UNO
PILOT LIGHT SWITCH 4' - 0"
DUPLEX OUTLET, 20A, 120VAC 1' - 6" UNO
DUPLEX OUTLET, 20A, 120VAC - GFCI
DUPLEX OUTLET - SPLIT WIRED
DUPLEX OUTLET - ISOLATED GROUND
DUPLEX OUTLET WITH USB PORTS
DUPLEX OUTLET - OCCUPANCY SENSOR CONTROLLED
DUPLEX OUTLET, 20A, 120VAC - CEILING CEILING
DUPLEX OUTLET, 20A, 120VAC - FLOOR FLOOR
FOURPLEX OUTLET, 20A, 120VAC
FOURPLEX OUTLET, 20A, 120VAC - GFCI
FOURPLEX OUTLET - ISOLATED GROUND
FOURPLEX OUTLET, 20A, 120VAC - CEILING CEILING
FOURPLEX OUTLET, 20A, 120VAC - FLOOR FLOOR
APPLIANCE OUTLET - 208/240V SINGLE PHASE 18" OR 48"
APPLIANCE OUTLET - 208/480V 3-PHASE 18" OR 48"
TELEPHONE OUTLET
DATA OUTLET
DUAL TELEPHONE/DATA OUTLET
CABLE TELEVISION OUTLET
DUAL TELEPHONE/DATA OUTLET - FLOOR FLOOR
STH
SP
OS
CEILING DATA OUTLET/ WIRELESS ACCESS POINT CEILING
DATA OUTLET - FLOOR FLOOR
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
GENERAL NOTES:
1.THE ELECTRICAL SYSTEMS DEFINED BY THESE PLANS AND THE SPECIFICATIONS ARE TO BE CONSTRUCTED AS
COMPLETE AND OPERABLE SYSTEMS AND SHALL BE BID WITH THIS INTENT. THE CONTRACTOR SHALL VISIT THE
SITE, READ ALL THE RELEVANT DOCUMENTS, AND BECOME FAMILIAR WITH THE TYPE OF CONSTRUCTION AND WORK
TO BE ACCOMPLISHED. SHOULD ANY ERROR, OMISSION, OR CONFLICT EXIST IN EITHER THE PLANS OR
SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE SUBMITTING THEIR BID
PRICE SO A CHANGE CAN BE ISSUED IN A PRE-BID ADDENDUM. OTHERWISE, THE CONTRACTOR AND/OR EQUIPMENT
SUPPLIERS SHALL SUPPLY THE PROPER MATERIALS AND LABOR TO INSTALL COMPLETE AND OPERABLE SYSTEMS
INCLUSIVE OF THE ORIGINAL BID. WHEN EACH ELECTRICAL SYSTEM IS COMPLETE, THE CONTRACTOR SHALL TEST
AND CONFIRM ITS PROPER OPERATION. ANY INCOMPLETE SYSTEM SHALL BE MADE COMPLETE AND OPERABLE
PRIOR TO PROJECT CLOSEOUT.
2.THE ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE ELECTRICAL DOCUMENTS SO FAR
AS ANY ELECTRICAL ITEMS THEY MAY CONTAIN. THE ELECTRICAL CONTRACTOR SHALL REFER TO AND COORDINATE
WITH THEM. NO EXTRA COST SHALL BE ALLOWED FOR FAILURE TO COORDINATE THE CONTRACT DOCUMENTS WITH
OTHER TRADES AND/OR IF EQUIPMENT DIMENSIONS ARE GREATER THAN SPECIFIED AND/OR DIMENSIONED ON THE
PLANS.
3.THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT, MATERIALS, AND LABOR FOR THE CONNECTIONS OF
ALL EQUIPMENT SHOWN ON THE PLANS - ARCHITECTURAL, MECHANICAL, ETC.
4.THIS PROJECT IS TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MOST RECENT LOCAL, STATE, AND NATIONAL
CODES. IF AT ANY TIME DURING OR AFTER CONSTRUCTION SOMETHING IS FOUND TO BE INSTALLED IN VIOLATION
OF THESE CODES LISTED ABOVE, IT SHALL BE CORRECTED BY THE CONTRACTOR.
5.WHERE A RACEWAY ENTERS A BUILDING OR STRUCTURE FROM THE OUTSIDE, IT SHALL BE SEALED AS PER NEC
225.27.
6.ALL ELECTRICAL EQUIPMENT THAT IS LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING OR MAINTENANCE
WHILE ENERGIZED SHALL BE FIELD OR FACTORY LABELED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC
ARC FLASH HAZARDS PER NEC 110.16. THE LABEL SHALL ALSO CONTAIN THE MAXIMUM AVAILABLE FAULT CURRENT
AND THE DATE THE FAULT CURRENT CALCULATIONS WERE PERFORMED AS PER NEC 110.24.
7.ALL PANELBOARDS AND SWITCHBOARDS SHALL BE PERMANENTLY MARKED TO INDICATE EACH DEVICE OR
EQUIPMENT WHERE THEIR POWER ORIGINATES AS PER NEC 408.4B.
8.ALL EQUIPMENT PROVIDED BY THE EC SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING
AGENCY, ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, AND BE PROPERLY INSTALLED FOR THE
CONDITIONS AND SPACE THAT EQUIPMENT IS BEING INSTALLED WITHIN.
9.THE EC SHALL INSTALL A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN EACH CONDUIT RUN. CONDUIT SHALL
NOT BE USED AS AN EQUIPMENT GROUNDING CONDUCTOR. THE EC SHALL GROUND THE ELECTRICAL SYSTEM IN
ACCORDANCE WITH LOCAL AND NATIONAL CODES.
10.CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE ROUTING REQUIRED. THE EC
SHALL ROUTE THE CONDUITS AS REQUIRED BY THE CONDITIONS OF THE INSTALLATION AND SHALL COORDINATE
WITH DUCTWORK, PIPING, EQUIPMENT, BUILDING STRUCTURE, AND OTHER POTENTIAL OBSTRUCTIONS.
11.THE CONTRACTOR SHALL ALLOW THE MOVEMENT, BEFORE ROUGH-IN, OF ANY ELECTRICAL PANEL, DEVICE,
LUMINAIRE, ETC. A DISTANCE OF 10 FEET WITHOUT REQUIRING ADDITIONAL COST TO THE PROJECT.
12.THE EC SHALL SECURE ALL CONDUIT TO THE STRUCTURE AS IT IS SET IN PLACE USING INDUSTRY STANDARD
METHODS AND PRACTICES. TO ASSURE ALL DEVICES ARE RIGIDLY SET, THE ELECTRICAL CONTRACTOR SHALL
SECURE ALL DEVICE BOXES WITH BRACKETS, HANGERS, ETC. DESIGNED FOR THE APPLICATION.
13.MINIMUM SIZE CONDUIT SHALL BE 3/4" UNO. CONDUIT INSTALLED WITHIN THE BUILDING IN DRY LOCATIONS WITHIN
WALL, CEILINGS, OR EXPOSED NOT SUBJECT TO PHYSICAL DAMAGE SHALL BE EMT WITH STEEL SET SCREW
FITTINGS. IN EXTERIOR LOCATIONS (EXCEPT FOR THE SERVICE ENTRANCE) THE CONDUIT SHALL BE EMT WITH
COMPRESSION GLAND TYPE FITTINGS. UNDERGROUND CONDUIT SHALL BE PVC (SCH. 40) WITH GRC ELBOWS AND
RISERS WRAPPED IN CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL.
14.FLEXIBLE CONDUIT SHALL BE LIMITED TO CONNECTIONS TO LIGHT FIXTURES AND FINAL CONNECTIONS TO MOTORS
OR OTHER EQUIPMENT SUBJECT TO VIBRATION. LENGTHS OF FLEXIBLE OR SEAL-TITE CONDUIT SHALL NOT BE
GREATER THAN 72 INCHES.
15.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL EMPTY CONDUITS WITH 200LB RATED NYLON PULL CORD.
16.BEFORE ANY ELECTRICAL CONDUIT, BOXES, ETC. ARE COVERED (FLOOR, CEILINGS, WALLS, ETC.), THEY SHALL BE
APPROVED BY THE INSPECTING OFFICER (INSPECTOR).
17.WHERE WIRE SIZE IS NOT SHOWN ON THE DRAWINGS FOR 20A, 120VAC BRANCH CIRCUITS, THE CIRCUIT SHALL
CONSIST OF 2#12 (CU,THHN) + 1#12 (CU,THHN) GND IN 3/4" EMT CONDUIT. THIS WIRE SIZE SHALL BE INCREASED TO
#10 (CU,THHN) FOR BRANCH CIRCUITS WITH OVERALL LENGTHS EXCEEDING 125' TO ACCOMMODATE FOR VOLTAGE
DROP. REFER TO EQUIPMENT SCHEDULES, FEEDER SCHEDULES, AND NOTES ON DRAWINGS FOR ALL OTHER
BRANCH CIRCUIT AND FEEDER WIRE/CONDUIT SIZING.
18.CONDUCTORS SHALL BE COPPER, 600VAC RATED, TYPE THHN/THWN-2 UNO. CONDUCTORS UP TO #10AWG SHALL BE
SOLID AND CONDUCTORS #8AWG OR LARGER SHALL BE STRANDED.
19.METAL CLAD CABLING MAY BE USED BETWEEN DEVICES SUCH AS LIGHTING, RECEPTACLES, SWITCHES, ETC. UNLESS
OTHERWISE REQUIRED BY THE NEC. HOME RUNS SHALL BE INSTALLED IN CONDUIT. MC CABLE SHALL NOT BE
INSTALLED EXPOSED.
20.EC SHALL CLEAN THE ENTIRE ELECTRICAL SYSTEM AFTER COMPLETION OF THE INSTALLATION. REMOVE ALL
FINGER PRINTS, FOREIGN MATTER, PAINT, DIRT, GREASE, AND UN-NEEDED LABELS OR STICKERS FROM FIXTURES
AND EQUIPMENT. REMOVE ALL RUBBISH AND DEBRIS ACCUMULATED DURING INSTALLATION FROM THE PREMISES.
21.IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS FOR ALL DEVICES TO BE FLUSH MOUNTED AND
CONDUIT/CABLING INSTALLED CONCEALED WITHIN WALLS/CEILINGS. IN AREAS WHERE CONDUIT MUST BE
INSTALLED EXPOSED IT SHALL BE COORDINATED WITH THE ARCHITECT AND/OR ENGINEER. ALL EFFORTS SHALL BE
MADE TO CONCEAL WIRING METHODS.
22.ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH FIRE STOPPING, IE. 3M BRAND
CAULK, PUTTY, STRIP AND SHEET FORMS, DOW CORNING 3-6548 SILICONE RTV FOAM.
23.COORDINATE LOCATION OF WALL MOUNTED DEVICES WITH CABINETRY AND OTHER WALL OBSTRUCTIONS.
COORDINATE CEILING MOUNTED DEVICES WITH CEILING OBSTRUCTIONS. ANY DEVICES THAT NEED TO BE
RELOCATED MUST BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO ROUGH-IN FOR NEW
LOCATION.
24.IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE PLACEMENT OF ALL DEVICES
INSTALLED WITHIN THE CEILING SUCH AS LIGHTING, SPEAKERS, FIRE SPRINKLERS, SMOKE/HEAT DETECTORS, ETC.
ANY EXISTING DEVICES THAT NEED TO BE RELOCATED IN ORDER TO ACCOMMODATE NEW
CONSTRUCTION/REMODEL MUST BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO
ROUGH-IN FOR RESOLUTION AND FURTHER DIRECTION.
REMODEL NOTES:
24.THE EC SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE EXISTING POWER PANELS FROM WHICH
NEW CIRCUITS ARE BEING FED. VERIFY EXISTING BRANCH CIRCUIT BREAKERS AND PROVIDE NEW BRANCH CIRCUIT
BREAKERS AS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM.
25.THE EC SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE TELECOM ROOM FROM WHICH NEW
TELE/DATA OUTLETS WILL BE FED. VERIFY EXISTING PATCH PANEL SPACES AND PROVIDE NEW PATCH PANELS AS
NECESSARY TO LAND/TERMINATE NEW TELECOM CABLING.
26.26.ALL DEVICES NOT SHOWN ON PLANS ARE EXISTING TO REMAIN IN PLACE AND FUNCTIONAL. IN THE EVENT
THAT WIRING TO AN EXISTING DEVICE IS DAMAGED, WIRING MUST BE REPLACED AND DEVICE BROUGHT BACK TO
FULL OPERATION.
LIGHTING NOTES:
27.ALL BATTERY POWERED OR CONTINUOUS BURN LUMINAIRES SHOWN ON THE PLANS, SUCH AS EXIT LIGHTS, NIGHT
LIGHTS, OR EMERGENCY LIGHTS, SHALL BE CONNECTED TO THE UN-SWITCHED LEG OF THE LIGHTING CIRCUIT
FEEDING THAT AREA.
28.LUMINAIRES INSTALLED IN THE MECHANICAL ROOM SHALL BE PLACED SO THAT ALL EQUIPMENT IS ADEQUATELY
ILLUMINATED AFTER THE MECHANICAL EQUIPMENT IS IN PLACE.
29.ALL LUMINAIRES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AND NOT THE CEILING GRID OR OTHER
NONSTRUCTURAL MEMBERS.
30.TO MAINTAIN CONSISTENT LIGHT QUALITY, FOR ANY ONE LAMP TYPE SUPPLIED, LAMPS SHALL BE OF THE SAME
MANUFACTURER, SURFACE TEMPERATURE, COLOR RENDERING INDEX, LAMP EFFICACY, LUMEN OUTPUT, AND
STARTING CHARACTERISTICS FOR ALL INSTALLED.
31.LIGHT FIXTURES INSTALLED IN DAMP OR WET LOCATIONS SHALL BE UL LISTED FOR INSTALLATION IN THE PROPER
ENVIRONMENT. CARE SHOULD BE TAKEN TO ENSURE THAT DIFFUSERS AND LENSES ARE APPROPRIATE FOR THEIR
INSTALLED USE AND PREMATURE DISCOLORATION WILL NOT RESULT DUE TO EXPOSURE TO UV LIGHT, CHEMICALS,
OR OTHER CONDITIONS.
32.ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING CONTROL SHOP DRAWINGS WITH ELECTRICAL SUBMITTAL FOR
REVIEW.
POWER NOTES:
33.ELECTRICAL CONTRACTOR SHALL CONFIRM MINIMUM CODE (NEC) WORKING CLEARANCE BEFORE INSTALLING ANY
ELECTRICAL PANELS OR CABINETS AND SHALL MOVE THE PANELS IF REJECTED BY AN INSPECTOR. IF CLEARANCE IS
NOT POSSIBLE, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING.
34.WIRING DEVICES SHALL HAVE A NYLON COVER PLATE. COLOR SHALL BE COORDINATED WITH ARCHITECT.
EXTERIOR OUTLETS SHALL HAVE CAST COVERS WITH FLIP TYPE LIDS UNO.
35.THE EC SHALL MAINTAIN ELECTRICAL CONTINUITY TO REMAINING EQUIPMENT WHEN ANY EXISTING ELECTRICAL
EQUIPMENT IS REMOVED.
36.EC SHALL COORDINATE WITH EQUIPMENT SUPPLIERS ON THE EXACT LOCATIONS OF ALL EQUIPMENT AND
ELECTRICAL CONNECTIONS PRIOR TO ROUGH-IN. THE EC SHALL MAKE THE FINAL CONNECTION TO ALL EQUIPMENT
UNLESS OTHERWISE DIRECTED BY THE EQUIPMENT SUPPLIER. OBTAIN FROM SUPPLIERS ALL WIRING DIAGRAMS
FOR EQUIPMENT PRIOR TO ANY ROUGH-IN. TO ASSURE THAT PROPER CHARACTERISTICS ARE PROVIDED, ANY
INCORRECT WIRING OR DEVICES INSTALLED BY THE EC WITHOUT THE WIRING DIAGRAM SHALL BE CORRECTED AT
THE EC'S EXPENSE. PROVIDE COPIES OF WIRING DIAGRAMS WITHIN EACH PIECE OF EQUIPMENT AND ADDITIONAL
COPIES WITH THE OPERATION AND MAINTENANCE MANUALS.
37.EC SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TO PROVIDE CONDUIT AND DEVICE MOUNTING BOXES
FOR THERMOSTATS AND OTHER MECHANICAL CONTROLS. REFER TO MECHANICAL DRAWINGS FOR THE LOCATION
OF THERMOSTATS.
38.PROVIDE A 20AMP, 120VAC RECEPTACLE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF HEATING,
AIR CONDITIONING, AND REFRIGERATION EQUIPMENT PER NEC 210.63. RECEPTACLE SHALL BE OF THE GROUND
FAULT CIRCUIT INTERRUPTING TYPE, INSTALLED WITHIN A CAST METAL BOX, AND WITHIN 25' OF ALL REQUIRED
EQUIPMENT.
DATA/TELECOM NOTES:
39.THE ELECTRICAL CONTRACTOR SHALL PROVIDE ROUGH-IN ONLY FOR THE TELECOM/CAT6 SYSTEMS. THIS SHALL
CONSIST OF A FOUR SQUARE DEVICE MOUNTING BOX WITH CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE OR TO
THE CEILING SPACE ABOVE IF OPEN. CABLING, JACKS, FACEPLATES, TESTING AND TERMINATIONS SHALL BE
PROVIDED AND INSTALLED BY OTHERS.
ROOF NOTES:
40.ELECTRICAL CONTRACTOR TO INSTALL A ROOF JACK (BOOT) FOR ALL CONDUIT PENETRATIONS THROUGH THE ROOF.
ALL ROOF PENETRATION SEALS SHALL BE IN ACCORDANCE WITH THE ROOF WARRANTY AND BE COMPLETELY
SEALED WITH ROOF ADHESIVE. UTILIZE PROPER CLAMPING METHODS TO SEAL BOOT AROUND CONDUIT.
ELECTRICAL GENERAL NOTES
CONSULTING ENGINEERS, INC.
2117 South 3600 West, Salt Lake City, UT 84119
(801) 566-0503 www.rmceut.com Project #
ROCKY MOUNTAIN E000
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E101
1 LIGHTING PLAN
SCALE: 1/4" = 1'-0"
GENERAL NOTES
KEYED NOTES#
A.CONNECT ALL EMERGENCY AND EXIT LIGHT FIXTURES TO
THE UNSWITCHED SIDE OF THE LIGHTING BRANCH CIRCUIT.
LIGHT FIXTURES WITH EMERGENCY DRIVERS SHALL BE
NORMALLY SWITCHED WITH THE AREA LIGHTING, BUT HAVE
THEIR EMERGENCY DRIVERS CONNECTED AHEAD OF THE
LIGHT SWITCH OR LIGHTING CONTROL PANEL RELAY.
FIXTURES WILL REMAIN ON FOR NOT LESS THAN 90 MINUTES
IN CASE OF POWER LOSS.
B.IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS THAT
CONDUIT IS TO BE INSTALLED WITHIN WALLS AND ABOVE
CEILINGS CONCEALED WHERE POSSIBLE.
C.COORDINATE MOUNTING HEIGHTS OF ALL PENDANT AND
WALL MOUNTED LIGHT FIXTURES WITH ARCHITECTURAL
ELEVATIONS.
D.ELECTRICIAN TO VERIFY FIXTURE DIMMING CONTROLS AND
TO PROVIDE THE NECESSARY WIRING AND DEVICES
REQUIRED FOR DIMMING OPERATION.
E.EC TO CONCEAL ALL FIXTURE DRIVERS IN ACCESSIBLE
CEILING SPACE OUT OF DIRECT VIEW.
1.PROVIDE A WALL MOUNT DUAL TECH TWO POLE OCC.
SENSOR FOR RESTROOM LIGHT AND FAN CONTROL.
(SENSOR SWITCH #WSX PDT 2P OR EQUIVALENT).
2.CONNECT NEW EXTERIOR LIGHTING TO EXISTING EXTERIOR
CIRCUIT AND CONTROLS.
3.REPLACE EXISTING LIGHT FIXTURE WITH NEW. VERIFY
CIRCUIT CONTROLS ARE OPERATING CORRECTLY.
4.EXTERIOR SOLAR POWERED EGRESS FIXTURE. MOUNT
FIXTURE AT 8'-3" AFF TO CENTER OF FIXTURE.
5.VERIFY SIGN MOUNTING HEIGHTS WITH ARCHITECTURAL
ELEVATIONS. COORDINATE CONNECTION REQUIREMENTS
WITH THE SIGN VENDOR PRIOR TO CONSTRUCTION.
LTG CTRL
LIGHTING AND CONTROLS ARE DESIGNED TO MEET IECC 2018.
LIGHTING CONTROL PANEL WILL BE PROGRAMMED TO TURN
LIGHTS ON AND OFF FOR HOURS OF OPERATION.
LOW VOLTAGE SWITCHES WILL ACT AS OVERRIDES TO TIME
SCHEDULING.
PHOTOCELLS WILL AUTOMATICALLY DIM LIGHTS WHEN
DAYLIGHTING IS AVAILABLE.
OCCUPANCY SENSORS WILL CONTROL LIGHTING IN RESTROOMS,
UTILITY, AND BREAK ROOMS.
WALL MOUNTED DIMMABLE OCC. SENSORS WILL BE PROVIDED IN
PRIVATE OFFICES AND CONFERENCE ROOMS. OCCUPANCY
SENSORS SHALL BE MANUAL ON OR CONTROLLED TO
AUTOMATICALLY TURN ON TO NOT MORE THAN 50-PERCENT.
(C405.2.1.1)
MAIN LEVEL LIGHTING EXEMPT FROM DAYLIGHTING
REQUIREMENTS PER IECC 2018 C405.2.3 EXEMPTIONS - 3. (A2
AND GROUP 'M' OCCUPANCY)
CORRIDOR, AND STAIRWELL LIGHTING ARE EXEMPT FROM
LIGHTING CONTROLS PER IECC 2018 C405.2
KITCHEN AUTOMATIC LIGHTING CONTROLS NOT REQUIRED PER
(C405.2.2 - EXCEPTION 2 (SPACES WHERE AUTOMATIC
SHUTOFF WOULD ENDANGER OCCUPANT SAFETY). MANUAL
DIMMER SWITCHES PROVIDED.
EXTERIOR LIGHTING SHALL BE PROGRAMMED TO TURN ON AT 6
A.M. AND OFF AT MIDNIGHT. PHOTOCELL WILL
AUTOMATICALLY TURN LIGHTS OFF WHEN DAYLIGHTING IS
PRESENT AND SATISFIES THE LIGHTING NEEDS. (C405.2.6.1 -
C405.2.6.3)
BUILDING FACADE AND LANDSCAPE LIGHTING SHALL BE
PROGRAMMED TO SHUT OFF NOT LATER THAN 1 HOUR
AFTER BUSINESS CLOSING TO NOT EARLIER THAN 1 HOUR
BEFORE BUSINESS OPENS. (C405.2.6.2)
SEQUENCE OF OPERATION
CONSULTING ENGINEERS, INC.
2117 South 3600 West, Salt Lake City, UT 84119
(801) 566-0503 www.rmceut.com Project #
ROCKY MOUNTAIN E101
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48"
84"
36"36"
A-28A-13A-33A-40A-37A-23
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(ROOF)
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9
GENERAL NOTES
KEYED NOTES
1.LOCATION OF EXISTING ELECTRICAL PANELS. REPAIR AND
REPLACE AS NEEDED.
2.MOUNT POS SYSTEM RECEPTACLES AND DATA OUTLETS AT
24" AFF ON THE KITCHEN SIDE OF THE CABINETRY REAR
WALL. COORDINATE CONDUIT ROUTING AND MOUNTING OF
THE OUTLET BOXES WITH THE MILLWORK CONTRACTOR.
3.RELOCATE EXISTING EQUIPMENT AND EXISTING CIRCUITRY
TO NEW LOCATION SHOWN. VERIFY ALL ELECTRICAL
LOCATED UNDER THE HOOD IS SHUNT PROTECTED AND
INTERLOCKED WITH THE HOOD ANSUL SYSTEM.
4.COORDINATE THE RELOCATION OF EXISTING HOOD TO NEW
LOCATION WITH MECHANICAL CONTRACTOR.
5.MOUNT SAFE RECEPTACLE AND DATA OUTLET AT 24" AFF ON
THE KITCHEN SIDE OF THE CABINETRY REAR WALL.
COORDINATE CONDUIT ROUTING AND MOUNTING OF THE
OUTLET BOXES WITH THE MILLWORK CONTRACTOR.
6.EXISTING ELECTRICAL IN THIS AREA TO REMAIN. REPLACE
ALL ELECTRICAL DEVICES WITH NEW
7.CONNECT SPEAKER LOOP TO EXISTING LOBBY SPEAKER
SYSTEM. FIELD COORDINATE LOCATIONS OF EXISTING
SPEAKERS.
8.COORDINATE LOCATION OF GAS WATER HEATER AND
RECIRC PUMP PRIOR TO ROUGH IN.
9.CIRCUIT WITH EXISTING ROOFTOP RECEPTACLES.
#
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E201
1 POWER PLAN
SCALE: 1/4" = 1'-0"
CONSULTING ENGINEERS, INC.
2117 South 3600 West, Salt Lake City, UT 84119
(801) 566-0503 www.rmceut.com Project #
ROCKY MOUNTAIN E201
A.COORDINATE FINAL OUTLET LAYOUT AND MOUNTING
HEIGHTS WITH MILLWORK CONTRACTOR PRIOR TO
ROUGH-IN.
B.VERIFY AND COORDINATE EXACT ELECTRICAL
REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S
RECOMMENDATIONS PRIOR TO INSTALLATION OF
EQUIPMENT.
C.EC TO PROVIDE CIRCUIT LABELS ON THE FACE OF EACH
RECEPTACLE PLATE CLEARLY LABELING THE CIRCUIT.
D.ALL RECEPTACLES TO BE MOUNTED AT 18" AFF UNLESS
OTHERWISE NOTED.
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CONSULTING ENGINEERS, INC.
2117 South 3600 West, Salt Lake City, UT 84119
(801) 566-0503 www.rmceut.com Project #
ROCKY MOUNTAIN E601