HomeMy WebLinkAboutMadison Square Building Plans (1) (1)STRUCTURALCIVIL MECHANICAL PLUMBING ELECTRICALARCHITECTURAL
A NEW PROJECT:
REXBURG, IDAHO
ARCHITECT
HARRIS ARCHITECTURE
OREM, UTAH
801.377.6303
STRUCTURAL ENGINEER
ACUTE ENGINEERING
OREM, UTAH
801.229.9020
ELECTRICAL ENGINEER
PAYNE ENGINEERING INC.
POCATELLO, IDAHO
208.232.4439
CIVIL ENGINEER
EAGLE ROCK ENGINEERING
REXBURG, IDAHO
208.359.2665
COVER - VACINITY MAP/ NOTES/ INDEX/ ABBREVIATIONS/ CONTACTS
C-1 - EXISTING CONDITIONS/ DEMOLITION PLAN
C-2 - OVERALL UTILITY SITE PLAN/ GRADING PLAN
C-3 - STORM PLAN
SN1 - GENERAL STRUCTURAL NOTES
S0.0 - FOOTING & FOUNDATION PLAN
S0.1 - BASEMENT SHEAR WALL PLAN
S1.0 - MAIN FLOOR FRAMING PLAN
S1.1 - MAIN FLOOR SHEAR WALL PLAN
S2.0 - SECOND FLOOR FRAMING PLAN
S2.1 - SECOND FLOOR SHEAR WALL PLAN
S3.0 - THIRD FLOOR/ LOWER ROOF FRAMING PLAN
S3.1 - THIRD FLOOR SHEAR WALL PLAN
S4.0 - UPPER ROOF FRAMING PLAN
SD1 - STRUCTURAL DETAILS
SD2 - STRUCTURAL DETAILS
M1.0 - BASEMENT MECHANICAL PLAN
M1.1 - 1ST & 2ND LEVEL MECHANICAL PLANS
M1.2 - 3RD LEVEL MECHANICAL PLAN
M1.3 - LARGE SCALE MECHANICAL PLANS
M1.4 - LARGE SCALE MECHANICAL PLANS
P1.0 - FOUNDATION PLUMBING PLAN
P1.1 - 1ST & 2ND LEVEL PLUMBING PLANS
P1.2 - 3RD LEVEL PLUMBING PLANS
P1.3 - LARGE SCALE PLUMBING PLANS
P1.4 - LARGE SCALE PLUMBING PLANS
P2.0 - PLUMBING DETAILS & SCHEDULES
E1.0 - ELECTRICAL NOTES, DETAILS & SCHEDULES
E1.1 - ELECTRICAL NOTES, DETAILS & SCHEDULES
E1.2 - HOUSE ELECTRICAL PLANS
E1.3 - HOUSE ELECTRICAL PLANS
E2.0 - TOWN HOME #1 ELECTRICAL PLANS
E2.1 - TOWN HOME #2 ELECTRICAL PLANS
E2.2 - TYPICAL APARTMENT ELECTRICAL PLANS
E3.0 - TYPICAL APARTMENT ELECTRICAL PLANS
A0.0 - COVER / SHEET INDEX
A0.1 - PROJECT INFORMATION
A1.0 - BASEMENT LEVEL FLOOR PLAN
A1.1 - LEVEL 1 FLOOR PLAN
A1.2 - LEVEL 2 FLOOR PLAN
A1.3 - LEVEL 3 FLOOR PLAN
A1.4 - ROOF PLAN
A2.0 - FRONT EXTERIOR ELEVATION
A2.1 - REAR EXTERIOR ELEVATION
A2.2 - LEFT & RIGHT SIDE EXTERIOR ELEVATIONS
A3.0 - CUT SECTIONS & DETAILS
A3.1 - CUT SECTIONS & DETAILS
A3.4 - WALL TYPE DETAILS
A4.0 - WINDOW / DOOR TYPES
A4.1 - DOOR SCHEDULE
A4.2 - DOOR / WINDOW DETAILS
A4.3 - TYPICAL PENETRATIONS DETAILS
A4.4 - TYPICAL PENETRATIONS DETAILS
A4.5 - TYPICAL PENETRATIONS DETAILS
A4.6 - TYPICAL PENETRATIONS DETAILS
A4.7 - TYPICAL PENETRATIONS DETAILS
A5.1 - MISCELLANEOUS FINISH DETAILS
MECH. & PLUMBING ENGINEER
ENGINEERED SYSTEMS ASSOCIATES
POCATELLO, IDAHO
208.233.0501
MADISON SQUARE APARTMENTS
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DRAWN BY
REXBURG, ID
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
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PP-1 -STORM PLAN
D-1 -DETAILS SHEET
MADISON SQUARE
Rexburg, Idaho
PROJECT NO. 20123
CIVIL SITEWORK FOR:
BEING PART OF LOTS 3 AND 4, BLOCK 29 OF THE ORIGINAL REXBURG TOWNSITE, LOCATED IN SECTION 19,
TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN, MADISON COUNTY, IDAHO
VICINITY MAP
1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG
STANDARD DRAWINGS AND SPECIFICATIONS - (ISPWC STANDARDS IF APPLICABLE) . THE CONTRACTOR IS REQUIRED TO HAVE A
CURRENT COPY OF SAID STANDARDS ON SITE AT ALL TIMES.
2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT OF
CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO CLARIFICATION MAY BE MADE PRIOR TO THE START OF
CONSTRUCTION.
3.ELEVATIONS SHOWN ARE 2004 CITY DATUM AND ALL ELEVATIONS AND ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
4.THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION
ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION
MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE
THE APPROPRIATE UTILITY COMPANY FIELD LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION
PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING
UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY
ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.
7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING,
COMPACTION AND DUST CONTROL MEASURES.
8.A CITY OF REXBURG PUBLIC WORKS LICENSE IS REQUIRED FOR ANY/ALL CONTRACTORS WORKING WITHIN THE PUBLIC
RIGHT-OF-WAY OR EASEMENT.
9.APPROVAL OF THE CITY ENGINEER IS REQUIRED FOR ANY PROPOSED CONSTRUCTION WITHIN A PUBLIC RIGHT-OF-WAY OR
EASEMENT.
10.ALL CONSTRUCTION INCLUDING CONCRETE/ASPHALT PLACED WITHIN THE RIGHT-OF-WAY REQUIRES INSPECTION AND
APPROVAL OF THE CITY ENGINEERING DEPARTMENT. THE DEPARTMENT SHALL BE NOTIFIED AT LEAST FOUR (4) HOURS PRIOR TO
PLACEMENT (359-3020).
11.A PUBLIC RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ANY WORK WITHIN ANY PUBLIC RIGHT-OF-WAY OR EASEMENT. THE CITY
OF REXBURG ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO (2) DAYS PRIOR TO ANY EXCAVATION UNDER THIS
PERMIT (359-3020).
12.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES,
CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, AND ALL OTHER MISCELLANEOUS ITEMS AS CALLED FOR IN
THE PLANS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN SHALL BE REPAIRED OR REPLACED
AT CONTRACTOR'S EXPENSE.
13.CONTRACTOR TO BE RESPONSIBLE FOR FILING THE OFFICIAL SWPP PLAN AND NOI IN ACCORDANCE WITH EPA STANDARDS AND
MAINTAINING THESE STANDARDS INCLUDING STORM WATER POLLUTION AND DUST CONTROL PER THE STATE OF IDAHO
CATALOG FOR BEST MANAGEMENT PRACTICES (BMP'S).
14.SITE ADDRESS: ,REXBURG, IDAHO (CITY OF REXBURG TO PROVIDE).
APPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
CITY OF REXBURG FIRE DEPARTMENT
APPROVED BY:
CENTURY LINK
APPROVED BY:
INTERMOUNTAIN GAS
1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG STANDARD SPECIFICATIONS AND DRAWINGS.
2.ALL WATER MAIN PIPING WITHIN CITY RIGHT-OF-WAY SHALL BE DUCTILE IRON CLASS 50 MEETING CITY OF REXBURG STANDARDS.
3.ALL WATER MAIN PIPING WITHIN THE PROJECT SITE SHALL BE PVC C900 DR 18 MEETING ANSI/AWWA STANDARDS (OR EQUAL
UPON APPROVAL OF ENGINEER).
4.SERVICE LINE PIPING SHALL BE ONE INCH AWWA C-901 CLASS 200 SDR 7 IPS PE. CONSTRUCT WATER SERVICE CONNECTIONS PER
APPLICABLE ISPWC STANDARD DETAIL SD-401 AND SD-402 INCLUDING METER BOX, PIPING AND ALL FITTINGS.
5.WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10” AND SMALLER PIPES AND BUTTERFLY VALVES FOR LARGER
DIAMETER PIPES RATED AT 250 PSI OR GREATER.
6.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.
7.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES INCLUDING BUT NOT LIMITED TO ALL TEES, CROSSES, BENDS, AND
END OF LINES. CONTRACTOR SHALL PROVIDE TEMPORARY CAPS AND THRUST BLOCKS AT ALL TEMPORARY WATERLINE
TERMINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT.
8.FIRE HYDRANTS SHALL BE WATEROUS WB 67-250, PAINTED RED, INSTALLED WITH A 5” STORZ FITTING AND CAP. HYDRANTS SHALL
HAVE TWO 2-1/2 INCH DIAMETER HOSE NOZZLES AND ONE 4-1//2 INCH DIAMETER HOSE NOZZLE.
9.COORDINATE ALL WATER METER INSTALLATIONS WITH THE CITY OF REXBURG. WATER METERS SHALL BE INSTALLED IN
ACCORDANCE WITH THE CITY OF REXBURG (BY OTHERS).
10.COORDINATE LOCATION OF WATER METERS FOR LANDSCAPING/SPRINKLER SYSTEMS WITH OWNER'S IRRIGATION PLAN.
11.HOT TAP CONNECTIONS SHALL BE PER CITY OF REXBURG STANDARDS.
12.BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE
PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER.
13.EXTEND WATERLINES 5 FEET OUTSIDE OF PHASING LIMITS. PLACE TEMPORARY BLIND FLANGE AND THRUST RESTRAINT AT
TEMPORARY END. IF MECHANICAL THRUST RESTRAINTS ARE USED (SUCH AS EBAA IRON MEGALUGS) RESTRAIN 3 PIPE BELL JOINTS
FROM THE TEMPORARY END. MARK ALL END LOCATIONS WITH A POST.
14.WATER PIPE SHALL HAVE A MINIMUM HORIZONTAL SEPARATION DISTANCE OF 10 FEET AND VERTICAL DISTANCE OF 18 INCHES
FROM ALL SANITARY/STORM SEWERS MEASURED FROM THE EDGE OF EACH PIPE IN ACCORDANCE WITH IDAPA 58.01.08 AND AS
OUTLINED IN THE CURRENT EDITION OF THE ISPWC STANDARD DRAWING SD-407.
15.COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN ALL CONSTRUCTION AND IN REGARDS WITH PULLED
JOINTS AND DEFLECTION TOLERANCES. USE STANDARD ELBOWS, WHEREVER POSSIBLE, IN LIEU OF PULLING JOINTS EVEN IF THE
JOINT PULLS ARE WITHIN MANUFACTURER INSTALLATION TOLERANCES.
16.ALL WATER PIPE SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, CROSSES, VALVES, ELBOWS, ETC.…
17.TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE IN ACCORDANCE WITH THE CURRENT EDITION OF ISPWC SECTIONS 401.3.6 AND
401.3.9.
1.ALL CONSTRUCTION SHALL BE PER THE CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS
AND/OR CURRENT EDITION OF THE ISPWC IF APPLICABLE.
2.ALL SANITARY SEWER MAIN LINE PIPING SHALL BE PVC SDR 35 IN ACCORDANCE WITH ASTM D-3034.
3.ALL STORM SEWER MAIN LINE PIPING SHALL BE ADS N-12 WT IB PIPE MEETING AASHTO M252, AASHTO M294 TYPE
S AND ASTM F2306 WITH SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS (OR EQUAL UPON
APPROVAL OF ENGINEER).
4.ALL SEWER SERVICE LINES SHALL BE 4 INCH PVC SDR 35 AND SHALL EXTEND 15 FEET INTO THE PROPERTY
(EASEMENT LINE) AND MARKED WITH A 2X4 POST. SERVICE LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE APPLICABLE ISPWC STANDARD DRAWING SD-511, SD-511A, SD-511B AND SD-512.
5.MANHOLES SHALL BE IN ACCORDANCE WITH CITY OF REXBURG STANDARDS AND ISPWC STANDARD DRAWING
SD-501.
6.PIPE BEDDING SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD-301 AND SD-302.
7.GRADE, SLOPE, AND FINISH SURFACES AWAY FROM MANHOLE LIDS.
8.DO NOT ALLOW MORE THAN 12 INCHES OF GRADE RINGS ON MANHOLES BEING RAISED TO FINAL GRADE.
9.TEST GRAVITY SEWER PIPE IN ACCORDANCE WITH ISPWC SECTION 501.3.4.
WATER NOTES:
SEWER NOTES:
1.LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL SNOW STORAGE PLOWED AREA.
LANDSCAPE/GREEN SPACE/ SNOW STORAGE
CITY OF REXBURG
ENGINEERING DEPARTMENT KEITH DAVIDSON (208) 359-3020
DEQ GREG EAGER, PE (208) 528-2650
DIGLINE (CALL BEFORE YOU DIG)811 OR (800) 342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER PAUL SNARR (208) 542-2665
PROJECT MANAGER PAUL SNARR (208) 542-2665
COVER VICINITY MAP/LOCATION MAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS
C-1 EXISTING SITE CONDITIONS/DEMOLITION PLAN
C-2 SITE PLAN/UTILITY
C-3 STORM WATER RETENTION PLAN/GRADING PLAN
PP-1 PLAN & PROFILE
D-1 DETAILS
EL ELEVATION
FF FINISHED FLOOR
INV INVERT
O.C.ON CENTER
REQ'D REQUIRED
STD STANDARD
TEMP TEMPORARY
TYP TYPICAL
TBC TOP BACK OF CURB
DWG DRAWING
FL FLOW LINE OF CURB
X-TBC EXISTING TOP BACK OF CURB
X EXISTING
BTM BOTTOM
FO FINISHED OIL GRADE
EO EDGE OF OIL
MH MANHOLE
SSMH SANITARY SEWER MANHOLE
CB CATCH BASIN
FW FRONT OF SIDEWALK
BW BACK OF SIDEWALK
GB GRADE BREAK
TOW TOP OF WALL
HP HIGH POINT
LP LOW POINT
ABBREVIATIONS
PROJECT CONTACTS
INDEX
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GENERAL NOTES
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LOCATION
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1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE
POLICY.
2.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40. ALL FIBERGLASS CONDUITS SHALL MEET ROCKY MOUNTAIN POWER'S
MARKING AND STRENGTH RATINGS REQUIREMENTS. CONDUIT DIAMETERS SHALL MEET ROCKY MOUNTAIN POWER'S DESIGN. ALL
ELBOWS SWEEP RADII SHALL BE 36”, 48” OR 60” DEPENDING ON ROCKY MOUNTAIN POWER'S DESIGN.
3.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY
SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36” AND 48” (NOT
TO EXCEED 60”) AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT.
4.THE DEVELOPER/ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
5.THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.
6.THE DEVELOPER AND ENGINEER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER.
7.CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY
MOUNTAIN POWER SERVICE POLICY.
8.SEE ROCKY MOUNTAIN POWER ELECTRICAL SITE PLAN FOR OFF-SITE AND ON-SITE ELECTRICAL , LAYOUT, AND INSTALLATION DETAILS.
9.OWNER SHALL BEAR ALL COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES, ANCHOR GUYS AND
MISCELLANEOUS ELECTRICAL FACILITIES.
10.A 15 FOOT WIDE PUBLIC UTILITY EASEMENT IS PERPETUALLY RESERVED WITHIN EACH LOT ALONG ALL ROAD FRONTAGES FOR THE
USE OF PUBLIC UTILITIES OR ANY OTHER USES AS DESIGNATED IN ACCORDANCE WITH THE PLAT FOR THIS SUBDIVISION.
ELECTRICAL NOTES:
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GAS
( 8''SS
( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS
( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD
CAT CAT CAT CAT CAT CAT CATCAT CAT
CAT
W W W
GAS
EXISTING
SHED
EXISTING
30' X 84'
FOUR-PLEX
N0
0
°
1
5
'
0
2
"
W
1
8
0
.
0
0
'
N89° 44' 58"E 179.49'
S0
0
°
1
5
'
0
2
"
E
1
8
0
.
0
0
'
S89° 44' 58"W 194.00'
W
W E
S
N
10'
SCALE: 1" = 20'
20'0 20'
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
SU
R
V
E
Y
E
D
B
Y
:
CA
D
N
A
M
E
:
RE
V
I
S
I
O
N
:
DA
T
E
:
SC
A
L
E
:
KU
R
T
R
O
L
A
N
D
TE
R
R
Y
H
A
N
S
E
N
1"
=
2
0
'
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
1 2 3 4 5 6
SH
E
E
T
N
O
.
2 C-
1
SH
E
E
T
N
A
M
E
AT
T
E
N
T
I
O
N
Th
i
s
d
o
c
u
m
e
n
t
o
r
a
n
y
p
a
r
t
th
e
r
e
o
f
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n
d
e
t
a
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l
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d
e
s
i
g
n
co
n
c
e
p
t
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s
t
h
e
p
r
o
p
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r
t
y
o
f
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g
l
e
R
o
c
k
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g
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n
e
e
r
i
n
g
a
n
d
sh
a
l
l
n
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t
b
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c
o
p
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a
n
y
fo
r
m
w
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t
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o
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t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
R
o
c
k
En
g
i
n
e
e
r
i
n
g
.
JU
L
I
E
L
E
H
M
A
N
N
EAG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
CI
V
I
L
P
L
A
N
N
I
N
G
S
U
R
V
E
Y
I
N
G
ID
A
H
O
F
A
L
L
S
(
2
0
8
)
5
4
2
-
2
6
6
5
R
E
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
MA
D
I
S
O
N
S
Q
U
A
R
E
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
/
D
E
M
O
L
I
T
I
O
N
P
L
A
N
PR
E
P
A
R
E
D
F
O
R
:
C
O
R
Y
S
O
R
E
N
S
O
N
16
4
1
0
2/
2
/
2
1
EXISTING GROUND CONTOUR4727
EXISTING TREE TO BE REMOVED
REMOVE EXISTING
FRENCH DRAIN IN
ACCORDANCE WITH
STATE STANDARDS
(REMOVE/FILL &
COMPACT PER STD.)
TREES
TO BE
REMOVED
TREES
TO BE
REMOVED
TREES
TO BE
REMOVED
FENCES
TO BE
REMOVED
FENCES
TO BE
REMOVED
ASPHALT TO
BE REMOVED
AND NEW
CURB CUT
EXISTING STORM DRAIN MAIN
EXISTING SANITARY SEWER MAIN
EXISTING GAS LINE
PROJECT BOUNDARY LINE
OVERHEAD POWER LINE
EXISTING WATER MAIN
EXISTING FENCE
EXISTING UNDERGROUND CABLECAT
( 8''SS
W
POWER LINE
EXISTING WATER VALVE
EXISTING HYDRANT
EXISTING WATER METER
EXISTING WATER SPIGOT
EXISTING MANHOLE
EXISTING POWER POLE
8" SEWER MAIN( 8''SS
4" SEWER SUPPLY
6" WATER MAIN6''W
EXISTING CURB AND GUTTER
PROPOSED ASPHALT
DRAINAGE FLOW ARROW0.75%
PROPOSED CONCRETE
62.80
TBC PROPOSED ELEVATION
1-1/2" WATER SUPPLY1-1/2''W
2" WATER SUPPLY2''W
4" WATER SUPPLY4''W4''W
20
1
2
3
20
1
2
3
M
A
D
I
S
O
N
S
Q
U
A
R
E
P
&
P
JA
N
U
A
R
Y
2
2
,
2
0
2
1
EXISTING SIDEWALK AND
STAIRS TO BE REMOVED
EXISTING CURB
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
MAIN STREET
MOVE UNKNOWN
RISER. WATER METER
AND WATER VALVE
DESCRIPTIONLINETYPE
LEGEND
N0
0
°
1
4
'
5
1
"
W
26
3
9
.
9
3
'
SOUTHWEST CORNER
SECTION 19, TOWNSHIP 6 NORTH,
RANGE 40 EAST, BOISE MERIDAIN
CPF INSTRUMENT NUMBER____________
SOUTHEAST CORNER
SECTION 19, TOWNSHIP 6 NORTH,
RANGE 40 EAST, BOISE MERIDAIN
CPF INSTRUMENT NUMBER____________
NORTHWEST CORNER
SECTION 19, TOWNSHIP 6 NORTH,
RANGE 40 EAST, BOISE MERIDAIN
CPF INSTRUMENT NUMBER____________
1666.86'
N89°44'58"E 2637.10'
SECTION LINE
BASIS OF BEARING
N0
0
°
1
5
'
0
2
"
W
65
.
9
9
'
970.24'
SECTION LINE
EXISTING SIDEWALK TO BE REMOVED
AND REPLACED BY 8' SIDEWALK
AS PER CITY OF REXBURG
EXISTING SIDEWALK
TO BE REMOVED
GA
S
GASGAS
W W W
( 8''SS
( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS
EXISTING
30' X 84'
FOUR-PLEX
TO BE
REMODELED
EXISTING
SHED
6.5'
6.25'±
27.66'
1
27
26
25
24
23
21'
39
40
5-9'X22'
2-9'X20'
24'
14 - 9'X16'
2
3
4
6
7
8
9
10
12
13
28
11 - 9'X20'
34
35
37
9'24'16'
151617181920
29
30
31
8 - 9'X20'
21
32
36
15 UNITS
2 UNITS
4 UNITS
21.5'
20'
5
11
14
22
33
38
41
42
GA
S
GAS
( 8''SS
( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS
( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD
EXISTING SSMH
RIM=4864.72
E INV=4846.27
EXISTING SSMH
RIM=4863.78
E INV=4846.28
W INV=4846.18
EXISTING SSMH
RIM=4864.41
W INV=4846.96
EXISTING SDMH
RIM=4864.66
INV=4846.46
EXISTING SDMH
RIM=4864.92
INV=4845.99
6"X 4" TEE
W/THRUST
BLOCK
INSTALL DOG HOUSE MH
RIM=4864.1 ( MATCH EXISTING)
N INV = 4846.75
E & W INV=4846.65
(FIELD VERIFY)
( 4''SS ( 4''SS
( 4''SS ( 4''SS
( 4''SS ( 4''SS
INSTALL SSMH
RIM=4862.50
INV OUT = 4847.48
24'
PLUG &
THRUST BLOCK
INSTALL 2 -
2" X 1" TEES
( 4''SS ( 4''SS
2'
'
W
4''SS )4''SS )
4''W 4''W 4''W 4''W 4''W 4''W
4''W 4''W 4''W 4''W 4''W 4''W
( 4''SS ( 4''SS
6"X4" TEE & 6" X 2"
REDUCER & THRUST
BLOCK
1-1/2''W 1-1/2''W 1-1/2''W
9'
( 4''SS ( 4''SS9'
( 4''SS ( 4''SS
1-1/2''W 1-1/2''W 1-1/2''W 1-1/2''W
6'
'
W
1''W 1''W1''W 1''W
TRASH W/
ENCLOSURE
4''SS )4''SS )
IRR
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
WATERLINES TO BE PLACED AS FAR AWAY
FROM THE BUILDING AS POSSIBLE.
DECK
INSTALL CB #1
GRATE=62.50
S INV=59.50
W W W
GAS
EXISTING
SHED
INSTALL CB #3
GRATE=62.40
S INV=59.12
N INV OUT=59.02
EXISTING
30' X 84'
FOUR-PLEX 12
'
'
S
D
)
INSTALL CB #2
GRATE=62.50
S INV IN=59.36
N INV OUT=59.26
12
'
'
S
D
)
6.5'
MIN.
LANDSCAPE COMPANY TO CONNECT AND
COMPLETE THE WATER SYSTEM FOR
LANDSCAPING
10'
0.73'
6.25'±
14'±
LANDSCAPE COMPANY TO CONNECT AND
COMPLETE THE WATER SYSTEM FOR
LANDSCAPING
6 '
RAMP
4
8
6
4
4
8
6
4
4
8
6
4
4864
4862
4864
4864
4868
THICKENED EDGE
SIDEWALK SEE
SHEET D-1 (TYP)
NYLOPLAST SDMH
(SEE TABLE 1)
W
INSTALL NEW
SIDEWALK
INSTALL NEW
SIDEWALK
THICKENED EDGE
SIDEWALK SEE
SHEET D-1 (TYP)
W E
S
N
10'
SCALE: 1" = 20'
20'0 20'
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
SU
R
V
E
Y
E
D
B
Y
:
CA
D
N
A
M
E
:
RE
V
I
S
I
O
N
:
DA
T
E
:
SC
A
L
E
:
KU
R
T
R
O
L
A
N
D
TE
R
R
Y
H
A
N
S
E
N
1"
=
1
0
'
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
1 2 3 4 5 6
SH
E
E
T
N
O
.
3 C-
2
SH
E
E
T
N
A
M
E
AT
T
E
N
T
I
O
N
Th
i
s
d
o
c
u
m
e
n
t
o
r
a
n
y
p
a
r
t
th
e
r
e
o
f
i
n
d
e
t
a
i
l
o
r
d
e
s
i
g
n
co
n
c
e
p
t
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
Ea
g
l
e
R
o
c
k
E
n
g
i
n
e
e
r
i
n
g
a
n
d
sh
a
l
l
n
o
t
b
e
c
o
p
i
e
d
i
n
a
n
y
fo
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
R
o
c
k
En
g
i
n
e
e
r
i
n
g
.
JU
L
I
E
L
E
H
M
A
N
N
EAG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
CI
V
I
L
P
L
A
N
N
I
N
G
S
U
R
V
E
Y
I
N
G
ID
A
H
O
F
A
L
L
S
(
2
0
8
)
5
4
2
-
2
6
6
5
R
E
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
MA
D
I
S
O
N
S
Q
U
A
R
E
OV
E
R
A
L
L
U
T
I
L
I
T
Y
S
I
T
E
P
L
A
N
/
G
R
A
D
I
N
G
P
L
A
N
PR
E
P
A
R
E
D
F
O
R
:
C
O
R
Y
S
O
R
E
N
S
O
N
16
4
1
0
NOTES:
1. CURRENT ZONING: MIXED USE (MU)
MIN. FRONT BUILDING SET BACK = 0' - 10'
MIN. SIDE YARD SETBACK: 6'
BACKYARD SETBACK: 6'
LANDSCAPING = 21%
LOT AREA: 0.594 ACRES (25,895 SF)
REQUIRED PARKING = 2 STALLS PER UNIT/42
PARKING = 42 STALLS INCLUDING 2 GARAGES
LANDSCAPING REQUIRED: 10%
BUILDING AREA: 10,765 SF
BUILDING HEIGHT = 24'
2.6" WL SHALL BE DI CLASS 50 AND SHALL INCLUDE ALL APPURTENANCES & THRUST
BLOCKS REQUIRED FOR COMPLETE INSTALLATION MEETING CITY STANDARDS. THE
WATER SERVICES SHALL BE POLY PIPE AND SHALL INCLUDE ALL APPURTENANCES &
THRUST BLOCKS REQUIRED FOR COMPLETE INSTALLATION.
3.CONTRACTOR TO BE AWARE THERE ARE NUMEROUS UTILITIES WITHIN AND SHALL CALL
FOR LOCATES PRIOR TO EXCAVATION. THERE WERE NO RECORDED EASEMENTS FOUND
ON SAID UTILITIES; HOWEVER EASEMENTS ARE NOW WRITTEN FOR THE SANITARY
SEWER AND WATER MAINS WITHIN THIS SITE PLAN.
4.FIRE PROTECTION TO MEET NFPA 13R.
2/
2
/
2
1
REPLACE EXISTING
SIDEWALK WITH 8'
SIDEWALK AS PER
CITY OF REXBURG
NEW CURB CUT
62.80
TBC PROPOSED ELEVATION
EXISTING GROUND CONTOUR4727
EXISTING STORM DRAIN MAIN
EXISTING SANITARY SEWER MAIN
EXISTING GAS LINE
PROJECT BOUNDARY LINE
OVERHEAD POWER LINE
EXISTING WATER MAIN
EXISTING FENCE
EXISTING UNDERGROUND CABLECAT
( 8''SS
W
POWER LINE
EXISTING WATER VALVE
EXISTING HYDRANT
EXISTING WATER METER
EXISTING MANHOLE
EXISTING POWER POLE
8" SEWER MAIN( 8''SS
4" SEWER SUPPLY
6" WATER MAIN6''W
1-1/2" WATER SUPPLY1-1/2''W
EXISTING CURB AND GUTTER
PROPOSED ASPHALT
DRAINAGE FLOW ARROW0.75%
PROPOSED CONCRETE
NEW TREE
NEW BUSH
2" WATER SUPPLY2''W
4" WATER SUPPLY4''W
( 12"SD
G
1" WATER SUPPLY1''W
20
1
2
3
20
1
2
3
M
A
D
I
S
O
N
S
Q
U
A
R
E
P
&
P
JA
N
U
A
R
Y
2
2
,
2
0
2
1
STORM POND
STORM POND
STORM POND
STORM POND
SEE SHEET C-3
FOR GRADES
STORM POND
SEE SHEET C-3
FOR GRADES
STORM POND
SEE SHEET C-3
FOR GRADES
BLDG 1
BLDG 2
FF 64.19
FF 65.14
4" FIRE LINE
4" POTABLE
WATER LINE
1 1/2" IRRIGATION
LINE
1 1/2" IRRIGATION
LINE
LINETYPE
LEGEND
NEW 18" LIP UP CURB & GUTTER
NEW 18" LIP DOWN CURB & GUTTER
REPLACE EXISTING
SIDEWALK WITH 8'
SIDEWALK AS PER
CITY OF REXBURG
INSTALL NEW
SIDEWALK
CAT CAT
GA
S
GASGAS
W W W
( 8''SS
( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS
CAT
EXISTING
30' X 84'
FOUR-PLEX
TO BE
REMODELED
EXISTING
SHED
EXISTING SSMH
RIM=4864.72
E INV=4846.27
EXISTING SSMH
RIM=4863.78
E INV=4846.28
W INV=4846.18
EXISTING SSMH
RIM=4864.41
W INV=4846.96
EXISTING SDMH
RIM=4864.66
INV=4846.46
EXISTING SDMH
RIM=4864.92
INV=4845.99
CAT CAT CAT CAT CAT CAT CAT
6.25'±
0+
0
0
1+
0
0
2+
0
0
2+
2
0
0+
5
0
1+
5
0
1
27
26
25
24
23
39
40
5-9'X22'
2-9'X20'
14 - 9'X16'
2
3
4
6
7
8
9
10
12
13
28
11 - 9'X20'
34
35
37
151617181920
29
30
31
8 - 9'X20'
21
32
36
15 UNITS
2 UNITS
4 UNITS
5
11
14
22
33
38
41
42
GA
S
GAS
( 8''SS
( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS
( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD ( 12''SD
24'
TBC
64.28
1.5%
63.00
DECK
64.00
64.00
63.00
OIL
63.30
OIL
63.25
OIL
63.70
TBC
64.28
TBW
63.78
OIL
63.40
OIL
63.27
OIL
62.98
OIL
62.80
TBC
63.72
TFW/OIL
63.20
2.
0
%
2.0%
FRONT OF
GARAGE = 63.36
58
L
.
F
.
1
2
"
S
D
@
0
.
2
4
%
62.00
61.00
INSTALL CB #1
GRATE=62.50
S INV=59.50
W W W
GAS
EXISTING
SHED
INSTALL CB #3
GRATE=62.40
S INV=59.12
N INV OUT=59.02
TFW
63.78
TFW
63.70 EO
63.20
OIL
63.10GRADE BREAK
1.
5
%
1.5%
2.
0
%
2.
0
%
STORM POND
STAIRWELL
64.00
58
L
.
F
.
1
2
"
S
D
@
0
.
2
4
%
61.00
ADS STORM TECH INFILTRATION
SYSTEM - SEE TABLE 1
TFW/TBC
64.20
OIL
63.70
OIL
63.70
TFW
63.70 EO
63.20
OIL
63.10
BASEMENT=60.79
TOP FLOOR=69.91
GRADE BREAK
1.
5
%
1.5%
2.0%
STAIRWELL
OIL
63.10
64.00
62.00
OIL
63.40
EXISTING
30' X 84'
FOUR-PLEX 12
'
'
S
D
)
INSTALL CB #2
GRATE=62.50
S INV IN=59.36
N INV OUT=59.26
STORM AREA 1
34,920 SF
GRADE BREAK
1.
5
%
1.5%
STAIRWELL
62
.
0
0
60
.
0
0
OIL
63.70
OIL
63.70
OIL
63.10GRADE BREAK
1.
5
%
1.5%2.
0
%
2.
0
%
STAIRWELL
TBW
63.28
TFW/OIL
63.20
FRONT OF
GARAGE = 63.36
12
'
'
S
D
)
6.5'
MIN.
10'
0.73'
6.25'±
14'±
TBC
63.45
TBW
63.78
1.
5
%
2.
0
%
TFW
63.70
TFW/OIL
63.20
TBW
63.78
TBW
63.28
OIL
62.92
OIL
62.92
OIL
62.75
TBW
63.28
TBW
63.28
OIL
63.12
OIL
63.00 TBC
63.60
OIL
62.80
TBW
63.87
TBW
65.00
TBC
63.85
TBC
63.90
4
8
6
4
4
8
6
4
4
8
6
4
4864
4862
4864
4864
4868
64
.
0
0
64
.
0
0
64
.
0
0
OIL
63.20
TBW
63.78
THICKENED EDGE
SIDEWALK SEE
SHEET D-1 (TYP)
TFW
64.20 TBW
64.30
TFW
64.20
TBW
64.30
TFW
64.20
TBW
64.30
TFW
64.20
TBW
64.30
TFW
64.20
TBW
64.30
OIL
63.70
TBW
64.30
TBC
63.60
64
.
0
0
63
.
0
0
64
.
0
0
63
.
0
0
NYLOPLAST SDMH
(SEE TABLE 1)
2.0%
W
INSTALL NEW
SIDEWALK
INSTALL NEW
SIDEWALK
62.00
61.00
61
.
0
0
THICKENED EDGE
SIDEWALK SEE
SHEET D-1 (TYP)
W E
S
N
10'
SCALE: 1" = 20'
20'0 20'
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
SU
R
V
E
Y
E
D
B
Y
:
CA
D
N
A
M
E
:
RE
V
I
S
I
O
N
:
DA
T
E
:
SC
A
L
E
:
KU
R
T
R
O
L
A
N
D
TE
R
R
Y
H
A
N
S
E
N
1"
=
1
0
'
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
1 2 3 4 5 6
SH
E
E
T
N
O
.
4 C-
3
SH
E
E
T
N
A
M
E
AT
T
E
N
T
I
O
N
Th
i
s
d
o
c
u
m
e
n
t
o
r
a
n
y
p
a
r
t
th
e
r
e
o
f
i
n
d
e
t
a
i
l
o
r
d
e
s
i
g
n
co
n
c
e
p
t
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
Ea
g
l
e
R
o
c
k
E
n
g
i
n
e
e
r
i
n
g
a
n
d
sh
a
l
l
n
o
t
b
e
c
o
p
i
e
d
i
n
a
n
y
fo
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
R
o
c
k
En
g
i
n
e
e
r
i
n
g
.
JU
L
I
E
L
E
H
M
A
N
N
EAG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
CI
V
I
L
P
L
A
N
N
I
N
G
S
U
R
V
E
Y
I
N
G
ID
A
H
O
F
A
L
L
S
(
2
0
8
)
5
4
2
-
2
6
6
5
R
E
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
MA
D
I
S
O
N
S
Q
U
A
R
E
ST
O
R
M
P
L
A
N
PR
E
P
A
R
E
D
F
O
R
:
C
O
R
E
Y
S
O
R
E
N
S
O
N
16
4
1
0
NOTES:
SEE NOTES IN STORM TABLES FOR STORM DRAINAGE
AND ROOF DRAIN GUTTERS.
CONTRACTOR TO INSTALL A STORM TECH MC3500 SYSTEM
WITH NYLOPLAST INLET AND OUTLET PER MANUFACTURERS
DRAWINGS AND SPECIFICATIONS TO BE SUBMITTED TO
EAGLE ROCK ENGINEERING FOR APPROVAL PRIOR TO
CONSTRUCTION. MINIMUM REQUIRED STORAGE: 3050 CF.
(SEE TABLE 1)
20
1
2
3
20
1
2
3
M
A
D
I
S
O
N
S
Q
U
A
R
E
P
&
P
JA
N
U
A
R
Y
2
2
,
2
0
2
1
FF 64.19
FF 65.47
NORTHEAST STORM POND
(SEE TABLE 2)
WEST STORM POND
(SEE TABLE 2)
SOUTHEAST STORM POND
(SEE TABLE 2)
2/
2
/
2
1
4846
4848
4850
4852
4854
4856
4858
4860
4862
4864
4866
4868
4846
4848
4850
4852
4854
4856
4858
4860
4862
4864
4866
4868
0+00 1+00 2+00 2+40
INSTALL SSMH #2
STA:1+87.47
RIM=4862.50
S INV OUT=4847.48
182 LF OF 12" PVC @ 0.40%
INSTALL SSMH #1
(IN EXISTING LINE - DOG HOUSE MH)
STA:0+05.40
RIM=4864.10
N INV IN=4846.75
E & W INV=4846.65
(FIELD VERIFY)
OI
L
S
T
A
:
0
+
5
0
.
9
0
EL
E
V
:
4
8
6
3
.
0
4
'
OI
L
S
T
A
:
0
+
5
6
.
8
5
EL
E
V
:
4
8
6
2
.
9
4
'
GR
A
T
E
S
T
A
:
0
+
7
6
.
0
1
EL
E
V
:
4
8
6
2
.
5
0
'
OI
L
S
T
A
:
1
+
0
2
.
8
7
EL
E
V
:
4
8
6
3
.
1
0
'
OI
L
S
T
A
:
1
+
6
0
.
4
1
EL
E
V
:
4
8
6
3
.
1
0
'
GR
A
T
E
S
T
A
:
1
+
3
2
.
3
8
EL
E
V
:
4
8
6
2
.
5
0
'
GR
A
T
E
S
T
A
:
1
+
9
0
.
3
8
EL
E
V
:
4
8
6
2
.
4
0
'
-1.68%
-2.30%2.23%-2.03%2.14%-2.34%
57 LF OF 12" PVC @ 0.25%
58 LF OF 12" PVC @ 0.24%
INSTALL 24.32' OF 6" WATERLINE
24.02' OF EXISTING 2" WATERLINE
INSTALL CB #2
GRATE=62.50
S INV IN=59.36
N INV OUT=59.26
INSTALL CB #3
GRATE=62.40
12" INV IN=59.12
12" INV OUT=59.02
TB
W
S
T
A
:
0
+
3
6
.
3
9
EL
E
V
:
4
8
6
3
.
6
9
'
EO
S
T
A
:
2
+
1
6
.
3
2
EL
E
V
:
4
8
6
3
.
1
0
'
-4.4
8
%
INSTALL 2 - 1" WATER SERVICES
WITH ALL APPURTENANCES AND
THRUST BLOCK
HOT TAP CONNECTION TO
EXISTING WATER MAIN
AND THRUST BLOCK
INSTALL 6" X 4" TEE FOR FIRELINE
W/THRUST BLOCK
INSTALL 6" X 4" TEE W/THRUST BLOCK
(POTABLE WATER LINE)
INSTALL 6" X 2" REDUCER
& THRUST BLOCK
ASPHALT
INSTALL CB #1
GRATE=62.50
N INV OUT=59.50
6' MIN
BURY
1 1 2" WATER SERVICE CONNECTION
EAST & WEST PER CITY STANDARDS
(LANDSCAPE WATER)
INSTALL NYLOPLAST MH
STATION: 1+93.37
RIM=62.40
12" INV IN=59.01
24" INV OUT=58.01 TO
ADS CHAMBER SYSTEM
ADS STORM TECH
INFILTRATION SYSTEM -
SEE TABLE 1
5 LF 24" PVC @ 0.08%
5 LF 12" PVD @ 0.22%
2.69%
GAS
GA
S
W
W
W
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
CA
T
EX
I
S
T
I
N
G
30
'
X
8
4
'
FO
U
R
-
P
L
E
X
TO
B
E
RE
M
O
D
E
L
E
D
EX
I
S
T
I
N
G
S
D
M
H
RI
M
=
4
8
6
4
.
6
6
IN
V
=
4
8
4
6
.
4
6
CA
T
CA
T
CA
T
CA
T
CA
T
CA
T
0+00 1+00 2+00 2+200+50 1+50
1
27 26
25
24 23
39
40
5-
9
'
X
2
2
'
2-
9
'
X
2
0
'
1
4
-
9
'
X
1
6
'
2 3 4 6 7 8 9 10 12 13
28
11
-
9
'
X
2
0
'
34 35 37
15
16
17
18
19
20
293031
8
-
9
'
X
2
0
'
21
32
36
15
U
N
I
T
S
2
U
N
I
T
S
4
U
N
I
T
S
5 11 14
22
33
38
4142
GAS
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
IN
S
T
A
L
L
S
S
M
H
RI
M
=
4
8
6
2
.
5
0
IN
V
O
U
T
=
4
8
4
7
.
4
8
24
'
(
4
'
'
S
S
(
4
'
'
S
S
2''W
4'
'
S
S
)
4'
'
S
S
)
4'
'
W
4'
'
W
4'
'
W
4'
'
W
4'
'
W
4'
'
W
4'
'
W
4'
'
W
4'
'
W
4'
'
W
4'
'
W
4'
'
W
(
4
'
'
S
S
(
4
'
'
S
S
1-
1
/
2
'
'
W
1-
1
/
2
'
'
W
1-
1
/
2
'
'
W
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
1-
1
/
2
'
'
W
1-
1
/
2
'
'
W
1-
1
/
2
'
'
W
1-
1
/
2
'
'
W
6''W
1'
'
W
1'
'
W
1'
'
W
1'
'
W
4'
'
S
S
)
4'
'
S
S
)
IR
R
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS
TB
C
64
.
2
8
1
.
5
%
63
.
0
0
DE
C
K
64
.
0
0
64
.
0
0
63
.
0
0
OI
L
63
.
3
0
OI
L
63
.
2
5
OI
L
63
.
7
0
TB
C
64
.
2
8
TB
W
63
.
7
8
OI
L
63
.
4
0
OI
L
63
.
2
7
OI
L
62
.
9
8
OI
L
62
.
8
0
TB
C
63
.
7
2
TF
W
/
O
I
L
63
.
2
0
2.0%
2.0%
FR
O
N
T
O
F
GA
R
A
G
E
=
6
3
.
3
6
58 L.F. 12" SD @ 0.24%62
.
0
0
61
.
0
0
IN
S
T
A
L
L
C
B
#
1
GR
A
T
E
=
6
2
.
5
0
S
I
N
V
=
5
9
.
5
0
W
W
W
GA
S
IN
S
T
A
L
L
C
B
#
3
GR
A
T
E
=
6
2
.
4
0
S
I
N
V
=
5
9
.
1
2
N
I
N
V
O
U
T
=
5
9
.
0
2
TF
W
63
.
7
8
TF
W
63
.
7
0
EO63
.
2
0
OI
L
63
.
1
0
GR
A
D
E
BR
E
A
K
1.5%
1
.
5
%
2.0%2.0%
ST
O
R
M
P
O
N
D
ST
A
I
R
W
E
L
L
64
.
0
0
58 L.F. 12" SD @ 0.24%
61
.
0
0
AD
S
S
T
O
R
M
T
E
C
H
I
N
F
I
L
T
R
A
T
I
O
N
SY
S
T
E
M
-
S
E
E
T
A
B
L
E
1
TF
W
/
T
B
C
64
.
2
0
OI
L
63
.
7
0
OI
L
63
.
7
0
TF
W
63
.
7
0
EO63
.
2
0
OI
L
63
.
1
0
BA
S
E
M
E
N
T
=
6
0
.
7
9
TO
P
F
L
O
O
R
=
6
9
.
9
1
GR
A
D
E
BR
E
A
K
1.5%
1
.
5
%
2
.
0
%
ST
A
I
R
W
E
L
L
OI
L
63
.
1
0
64
.
0
0
62
.
0
0
OI
L
63
.
4
0
EX
I
S
T
I
N
G
30
'
X
8
4
'
FO
U
R
-
P
L
E
X
12''SD )
IN
S
T
A
L
L
C
B
#
2
GR
A
T
E
=
6
2
.
5
0
S
I
N
V
I
N
=
5
9
.
3
6
N
I
N
V
O
U
T
=
5
9
.
2
6
GR
A
D
E
BR
E
A
K
1.5%
1
.
5
%
ST
A
I
R
W
E
L
L
62.00
OI
L
63
.
7
0
OI
L
63
.
7
0
OI
L
63
.
1
0
GR
A
D
E
BR
E
A
K
1.5%
1
.
5
%
2.0%2.0%
ST
A
I
R
W
E
L
L
TB
W
63
.
2
8
TF
W
/
O
I
L
63
.
2
0
FR
O
N
T
O
F
GA
R
A
G
E
=
6
3
.
3
6
12''SD )
10
'
0.
7
3
'
14
'
±
TB
C
63
.
4
5
TB
W
63
.
7
8
1.5%
2.0%
TF
W
63
.
7
0
TF
W
/
O
I
L
63
.
2
0
TB
W
63
.
7
8
TB
W
63
.
2
8
OI
L
62
.
9
2
OI
L
62
.
9
2
OI
L
62
.
7
5
TB
W
63
.
2
8
TB
W
63
.
2
8
OI
L
63
.
1
2
OI
L
63
.
0
0
TB
C
63
.
6
0
OI
L
62
.
8
0
TB
W
63
.
8
7
TB
W
65
.
0
0
TB
C
63
.
8
5
TB
C
63
.
9
0
OI
L
63
.
2
0
TB
W
63
.
7
8
TH
I
C
K
E
N
E
D
E
D
G
E
SI
D
E
W
A
L
K
S
E
E
SH
E
E
T
D
-
1
(
T
Y
P
)
TF
W
64
.
2
0
TB
W
64
.
3
0
TF
W
64
.
2
0
TB
W
64
.
3
0
TF
W
64
.
2
0
TB
W
64
.
3
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64
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16
4
1
0
LANDSCAPE COMPANY TO
CONNECT AND COMPLETE
THE WATER SYSTEM FOR
LANDSCAPING
LANDSCAPE COMPANY TO CONNECT AND
COMPLETE THE WATER SYSTEM FOR
LANDSCAPING
PLUG & THRUST BLOCK
INSTALL 2 - 2" TEES
6" TEE & 6"X2" REDUCER
& THRUST BLOCK
4" FIRELINE
4" DOMESTIC
INSTALL "ONE WAY -
DO NOT ENTER" SIGNS
20
1
2
3
20
1
2
3
M
A
D
I
S
O
N
S
Q
U
A
R
E
P
&
P
JA
N
U
A
R
Y
2
2
,
2
0
2
1
THICKENED EDGE
SIDEWALK (TYP.)
INSTALL DOG HOUSE MH
RIM=4864.1 ( MATCH EXISTING)
N INV = 4846.75
E & W INV=4846.65
(FIELD VERIFY)
2/
2
/
2
1
#4 REBAR, 12" OVERLAP
VALVE BOX
CONC. COLLAR
OR EXISTING ROAD
ASPHALT PAVEMENT
TO BE ENGRAVED
THE WORD "WATER"
4 PLACES
SCORE CONTROL JOINT
ON COVER
CUT LINE
WATER
#4 REBAR, 12" OVERLAP
VALVE BOX
CONC. COLLAR
OR EXISTING ROAD
ASPHALT PAVEMENT
TO BE ENGRAVED
THE WORD "WATER"
4 PLACES
SCORE CONTROL JOINT
ON COVER
CUT LINE
WATER
-3/4" BEDDING
5'
-
0
"
M
I
N
6"
M
I
N
6"
M
I
N
PLACE SAFETY FLANGE OR FLANGE
WITH BREAK AWAY BOLTS 2" MIN.
8" MAX. ABOVE GRADE
DO NOT COVER
DRAIN HOLES WITH
CONCRETE
(2"x8"x12") CONCRETE BLOCK
FLANGED JOINT
DI LINE TO CITY
THRUST BLOCK
THRUST BLOCK
TO FINISHED GRADE
VALVE
FINISHED GRADE
VALVE BOX SET
HYDRANT
TEE MJ JOINT
VALVE NUT EXTENSION TO
WITHIN 6" OF SURFACE
MAINLINE
1 CUBIC YARD OF
WASHED GRAVEL
SURROUNDING
DRAIN HOLES
2' SPOOL
CONCRETE
COLLAR
6"
M
I
N
2' MIN.
-3/4" BEDDING
5'
-
0
"
M
I
N
6"
M
I
N
6"
M
I
N
PLACE SAFETY FLANGE OR FLANGE
WITH BREAK AWAY BOLTS 2" MIN.
8" MAX. ABOVE GRADE
DO NOT COVER
DRAIN HOLES WITH
CONCRETE
(2"x8"x12") CONCRETE BLOCK
FLANGED JOINT
DI LINE TO CITY
THRUST BLOCK
THRUST BLOCK
TO FINISHED GRADE
VALVE
FINISHED GRADE
VALVE BOX SET
HYDRANT
TEE MJ JOINT
VALVE NUT EXTENSION TO
WITHIN 6" OF SURFACE
MAINLINE
1 CUBIC YARD OF
WASHED GRAVEL
SURROUNDING
DRAIN HOLES
2' SPOOL
CONCRETE
COLLAR
8
6"
M
I
N
2' MIN.
B/
3
MI
N
.
A
B
REDUCER
12"
14"5'-5"
4'-0"
6"
4"
8"
10"3'-4"
2'-8"
2'-0"
1'-7"
3'-10"
3'-10"
6'-6"
4'-8"
3'-3"
2'-6"
1'-11"
1'-2"
3'-2"
4'-0"
2'-5"
1'-9"
1'-6"
1'-11"
0'-10"
0'-6"
2'-5"
2'-3"
1.WRAP ALL FITTINGS WITH 8 MIL POLYETHYLENE ENCASEMENT TO
PREVENT CONCRETE FROM ADHERING TO THE FITTINGS.
2.THRUST BLOCKING CONCRETE TO BE MINIMUM 3000PSI MIX.
3.ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL PLANES.
4.PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND TEES.
4'-11"
4'-8"
4'-9"
THRUST BLOCK NOTES:
3'-8"
3'-0"
3'-10"
2'-2"
1'-6"
3'-0"
2'-5"
1'-10"
1'-8"
3'-5"
2'-7"
3'-5"
3'-3"
2'-2"2'-9"
2'-1"
1'-7"
0'-10"
1'-9"
1'-9"
1'-7"
90° BEND
DIMENSION FOR THRUST BLOCKING
TEE
TEES & PLUGS
A B A
45° BEND & WYES
B A B A B
REDUCERS &
22° BENDFITTING
SIZES
BEND
B/
3
MI
N
.
A
B
REDUCER
12"
14"5'-5"
4'-0"
6"
4"
8"
10"3'-4"
2'-8"
2'-0"
1'-7"
3'-10"
3'-10"
6'-6"
4'-8"
3'-3"
2'-6"
1'-11"
1'-2"
3'-2"
4'-0"
2'-5"
1'-9"
1'-6"
1'-11"
0'-10"
0'-6"
2'-5"
2'-3"
1.WRAP ALL FITTINGS WITH 8 MIL POLYETHYLENE ENCASEMENT TO
PREVENT CONCRETE FROM ADHERING TO THE FITTINGS.
2.THRUST BLOCKING CONCRETE TO BE MINIMUM 3000PSI MIX.
3.ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL PLANES.
4.PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND TEES.
4'-11"
4'-8"
4'-9"
THRUST BLOCK NOTES:
3'-8"
3'-0"
3'-10"
2'-2"
1'-6"
3'-0"
2'-5"
1'-10"
1'-8"
3'-5"
2'-7"
3'-5"
3'-3"
2'-2"2'-9"
2'-1"
1'-7"
0'-10"
1'-9"
1'-9"
1'-7"
90° BEND
DIMENSION FOR THRUST BLOCKING
TEE
TEES & PLUGS
A B A
45° BEND & WYES
B A B A B
REDUCERS &
22° BENDFITTING
SIZES
BEND
4"
M
I
N
6"
M
I
N
6'
-
0
"
M
I
N
.
B
U
R
Y
(
T
Y
P
.
)
PIPE BEDDING
4"
M
I
N
6"
M
I
N
6'
-
0
"
M
I
N
.
B
U
R
Y
(
T
Y
P
.
)
10
D-1
PIPE BEDDING
NATIVE MATERIAL
COMPACTED AS PER CITY
REQUIREMENTS AND ISPWC
TYPICAL STREET/OPEN FIELD
ZONE 4
REFER TO IDAPA 58.01.08 IDAHO RULES FOR
PUBLIC DRINKING WATER SYSTEM.
SITE SPECIFIC APPROVAL FROM DEQ MUST
BE SECURED BEFORE ZONE 2 OR 3
INSTALLATIONS ARE MADE.
SAME REQUIREMENTS AS ZONE 1 EXCEPT THE
SEWER MAIN MUST ALSO BE SUPPORTED ABOVE
THE CROSSING TO PREVENT SETTLING.
SANITARY SEWER
OR STORM DRAIN
SEWER LINE
ZONE 1
ZONE 2
ZONE 3
SAME REQUIREMENTS AS ZONE 2 EXCEPT THE
SEWER MAIN MUST ALSO BE SUPPORTED ABOVE
THE CROSSING TO PREVENT SETTLING.
A)ONE FULL, UNCUT LENGTH OF WATER PIPE
MUST BE CENTERED OVER THE CROSSING SO
THAT THE JOINTS ARE AS FAR AS POSSIBLE
FROM THE SEWER, AND EITHER;
B)SEWER MAIN MUST BE CONSTRUCTED TO
WATER MAIN STANDARDS AND PRESSURE
TESTED FOR WATER TIGHTNESS FOR A
HORIZONTAL DISTANCE OF 10 FEET ON BOTH
SIDES OF THE CROSSING, OR;
C)EITHER THE SEWER LINE OR THE WATER LINE
OR BOTH MUST BE ENCASED IN AT LEAST 4
INCHES OF CONCRETE MEASURED AT THE
BELL FOR A HORIZONTAL DISTANCE OF 10
FEET ON BOTH SIDES OF THE CROSSING.
A)WATER AND SEWER MUST BE
B)SEPARATED BY 18 INCHES, AND ONE FULL,
UNCUT LENGTH OF WATER PIPE MUST BE
CENTERED OVER THE CROSSING SO THAT THE
JOINTS ARE AS FAR AS POSSIBLE FROM THE
SEWER.
(WATER<18" ABOVE TOP OF SEWER)
WATER LINE
ZONE 4
REFER TO IDAPA 58.01.08 IDAHO RULES FOR
PUBLIC DRINKING WATER SYSTEM.
SITE SPECIFIC APPROVAL FROM DEQ MUST
BE SECURED BEFORE ZONE 2 OR 3
INSTALLATIONS ARE MADE.
SAME REQUIREMENTS AS ZONE 1 EXCEPT THE
SEWER MAIN MUST ALSO BE SUPPORTED ABOVE
THE CROSSING TO PREVENT SETTLING.
SANITARY SEWER
OR STORM DRAIN
SEWER LINE
ZONE 1
ZONE 2
ZONE 3
SAME REQUIREMENTS AS ZONE 2 EXCEPT THE
SEWER MAIN MUST ALSO BE SUPPORTED ABOVE
THE CROSSING TO PREVENT SETTLING.
A)ONE FULL, UNCUT LENGTH OF WATER PIPE
MUST BE CENTERED OVER THE CROSSING SO
THAT THE JOINTS ARE AS FAR AS POSSIBLE
FROM THE SEWER, AND EITHER;
B)SEWER MAIN MUST BE CONSTRUCTED TO
WATER MAIN STANDARDS AND PRESSURE
TESTED FOR WATER TIGHTNESS FOR A
HORIZONTAL DISTANCE OF 10 FEET ON BOTH
SIDES OF THE CROSSING, OR;
C)EITHER THE SEWER LINE OR THE WATER LINE
OR BOTH MUST BE ENCASED IN AT LEAST 4
INCHES OF CONCRETE MEASURED AT THE
BELL FOR A HORIZONTAL DISTANCE OF 10
FEET ON BOTH SIDES OF THE CROSSING.
A)WATER AND SEWER MUST BE
B)SEPARATED BY 18 INCHES, AND ONE FULL,
UNCUT LENGTH OF WATER PIPE MUST BE
CENTERED OVER THE CROSSING SO THAT THE
JOINTS ARE AS FAR AS POSSIBLE FROM THE
SEWER.
(WATER<18" ABOVE TOP OF SEWER)
WATER LINE
ZO
N
E
1
ZO
N
E
2
1'
-
6
"
1'
-
6
"
ZO
N
E
4
ZO
N
E
3
FORD S91-607 SADDLE OFFSET CORP.
STOPS 15°
12" MIN.
RADIUS
45°
M
I
N
60°
M
A
X
(PVC) FOR PE PIPE
USE SYSTEM THAT
DELIVERS AN EQUIVALENT
PE CORP STOP
FB 1100 SERIES
CORPORATION STOP DIRECT
TAP W/ CC THREADS
SERVICE LINE
-3/4 BEDDING
6"
M
I
N
6"
M
I
N
MATCH EXISTING
LINE SIZE
FORD S91-607 SADDLE OFFSET CORP.
STOPS 15°
12" MIN.
RADIUS
45°
M
I
N
60°
M
A
X
(PVC) FOR PE PIPE
USE SYSTEM THAT
DELIVERS AN EQUIVALENT
PE CORP STOP
FB 1100 SERIES
CORPORATION STOP DIRECT
TAP W/ CC THREADS
SERVICE LINE
-3/4 BEDDING
6"
M
I
N
6"
M
I
N
MATCH EXISTING
LINE SIZE 4 FT. OR GREATER DEPTH,
PIPE DIA. < 24"7
11
A
A7
7
LEGEND
1 CONCRETE COLLAR IN PAVED STREET SECTIONS
PER SD-508.
2 GRADE RINGS GROUTED WATERTIGHT IN PLACE,
NOT TO EXCEED 21" FROM FINISHED SURFACE
TO TOP OF CONE.
3 PRECAST MONOLITHIC ECCENTRIC CONE
SECTION. (REBAR NOT SHOWN).
4 RAMNEK OR APPROVED GASKETS ALL JOINTS.
5 PROPERLY ALIGN ALL INTERIOR JOINTS.
6 PRECAST CONCRETE MANHOLE-BARREL SECTION
(REBAR NOT SHOWN).
7 PRECAST GASKETED HUB RING OR RUBBER
GASKETED COLLAR-FLEXIBLE AND WATER TIGHT.
8 REPLACEMENT SURFACING TO MATC FLUSH WITH
EXISTING SURFACING (AC SHOWN).
9 FRAME TO BE GROUTED TO GRADE RINGS.
10 FRAME AND COVER PER SD-507.
11 MANHOLE STEPS, SEE NOTE H.
12 CAST IN PLACE MANHOLE BASE. SEE SD-501A
FOR PREFABRICATED BASE.
45°
SHE
L
F
SHE
L
F
SHE
L
F
FL
O
W
PLAN
N.T.S.
891012"
6"
(
M
I
N
)
1
2
3
4
5
6
7
12
11
12
"
(
M
A
X
)
36
"
(
M
A
X
)
24" (MIN)
24
"
(
M
I
N
)
6" (MIN)
4" (MIN)
12
"
48"
16
"
(
M
A
X
)
6
SHELF SLOPE
1" PER FOOT
D<
2
4
"
9" (MIN)
4" TYPE 1
BEDDING SECTION A-A
N.T.S.
NOTES:
A OPTIONAL PREFABRICATED MANHOLE BASE WITH
APPROVED PIPE CONNECTIONS MAY BE USED WITH
ENGINEERS APPROVAL, SEE SD-501A.
B PLACE VERTICAL WALL ON UPSTREAM SIDE OF
MANHOLE, ROTATED 45 DEGREES.
C FOR DIAMETER, D, GREATER THAN 24", SEE
SD-502 OR SD-503.
D MANHOLE FRAME AND COVER:
A.REFER TO DRAWING NO. SD-507.
B.FRAME AND COVER SHALL BE FLUSH WITH
SLOPE OF PAVEMENT.
E WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER
RING OR GASKET COLLAR WHERE THE PIPE IS IN
CONTACT WITH MANHOLE BASE AND/OR MANHOLE
CHANNEL, IN ORDER TO INSURE A WATERTIGHT
SEAL.
F EITHER BASE ON SD-501 OR SD-501A MAY BE
USED WITH ANY MANHOLE DESIGN.
G PROVIDE MANHOLE CONCRETE REINFORCING TO
ACCOMMODATE TRAFFIC LOADINGS.
H VERIFY WITH ENGINEER REGARDING LOCAL
PREFERENCE ON INSTALLATION OF MANHOLE STEPS
PRIOR TO ORDERING MATERIALS OR INSTALLATION.
4 FT. OR GREATER DEPTH,
PIPE DIA. < 24"7
11
A
A7
7
LEGEND
1 CONCRETE COLLAR IN PAVED STREET SECTIONS
PER SD-508.
2 GRADE RINGS GROUTED WATERTIGHT IN PLACE,
NOT TO EXCEED 21" FROM FINISHED SURFACE
TO TOP OF CONE.
3 PRECAST MONOLITHIC ECCENTRIC CONE
SECTION. (REBAR NOT SHOWN).
4 RAMNEK OR APPROVED GASKETS ALL JOINTS.
5 PROPERLY ALIGN ALL INTERIOR JOINTS.
6 PRECAST CONCRETE MANHOLE-BARREL SECTION
(REBAR NOT SHOWN).
7 PRECAST GASKETED HUB RING OR RUBBER
GASKETED COLLAR-FLEXIBLE AND WATER TIGHT.
8 REPLACEMENT SURFACING TO MATC FLUSH WITH
EXISTING SURFACING (AC SHOWN).
9 FRAME TO BE GROUTED TO GRADE RINGS.
10 FRAME AND COVER PER SD-507.
11 MANHOLE STEPS, SEE NOTE H.
12 CAST IN PLACE MANHOLE BASE. SEE SD-501A
FOR PREFABRICATED BASE.
45°
SHE
L
F
SHE
L
F
SHE
L
F
FL
O
W
PLAN
N.T.S.
891012"
6"
(
M
I
N
)
1
2
3
4
5
6
7
12
11
12
"
(
M
A
X
)
36
"
(
M
A
X
)
24" (MIN)
24
"
(
M
I
N
)
6" (MIN)
4" (MIN)
12
"
48"
16
"
(
M
A
X
)
6
SHELF SLOPE
1" PER FOOT
D<
2
4
"
9" (MIN)
4" TYPE 1
BEDDING SECTION A-A
N.T.S.
NOTES:
A OPTIONAL PREFABRICATED MANHOLE BASE WITH
APPROVED PIPE CONNECTIONS MAY BE USED WITH
ENGINEERS APPROVAL, SEE SD-501A.
B PLACE VERTICAL WALL ON UPSTREAM SIDE OF
MANHOLE, ROTATED 45 DEGREES.
C FOR DIAMETER, D, GREATER THAN 24", SEE
SD-502 OR SD-503.
D MANHOLE FRAME AND COVER:
A.REFER TO DRAWING NO. SD-507.
B.FRAME AND COVER SHALL BE FLUSH WITH
SLOPE OF PAVEMENT.
E WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER
RING OR GASKET COLLAR WHERE THE PIPE IS IN
CONTACT WITH MANHOLE BASE AND/OR MANHOLE
CHANNEL, IN ORDER TO INSURE A WATERTIGHT
SEAL.
F EITHER BASE ON SD-501 OR SD-501A MAY BE
USED WITH ANY MANHOLE DESIGN.
G PROVIDE MANHOLE CONCRETE REINFORCING TO
ACCOMMODATE TRAFFIC LOADINGS.
H VERIFY WITH ENGINEER REGARDING LOCAL
PREFERENCE ON INSTALLATION OF MANHOLE STEPS
PRIOR TO ORDERING MATERIALS OR INSTALLATION.
2-45° BENDS
MIN. GRADE 1/4"/FT.(2%)
"E"
"D"
CAP OR PLUG AND INSTALL
SERVICE LINE MARKER
PER SD-512 (TYP.)
ABSOLUTE MIN. GRADE 1/8"/FT.(1%)
4"-1/8 OR 1/16
BEND AS NEEDED
MIN. GRADE 1/4"/FT.(2%)
"C"
"B"
"A"
FINISH GRADE
(SEE NOTE 2)
TYPE C
TEE OR APPROVED
CONNECTION
USE 6" OF TYPE I BEDDING ALL AROUND
EACH SERVICE.
TYPE "E" ALLOWABLE FOR TRENCHES 15 FT.
DEEP OR GREATER WITH PRE-APPROVAL BY
THE ENGINEER.
TYPE "C" SERVICE WILL ONLY BE ALLOWED IF
SPECIFICALLY APPROVED BY THE ENGINEER.
ALL SERVICE LINES TO BE 4" INSIDE
DIAMETER UNLESS OTHERWISE
NOTED.
4.
3.
2.
1.
NOTES:
TYPE E
(SEE NOTE 3)
45°
TYPE A & D
TEE OR APPROVED
CONNECTION
MIN. GRADE 1/4"/FT.(2%
)
LP
FINISH GRADE
45
°
M
A
X
.
1/8 LONG
RADIUS BEND
TYPE B
45
°
M
A
X
.
2-45° BENDS
MIN. GRADE 1/4"/FT.(2%)
"E"
"D"
CAP OR PLUG AND INSTALL
SERVICE LINE MARKER
PER SD-512 (TYP.)
ABSOLUTE MIN. GRADE 1/8"/FT.(1%)
4"-1/8 OR 1/16
BEND AS NEEDED
MIN. GRADE 1/4"/FT.(2%)
"C"
"B"
"A"
FINISH GRADE
(SEE NOTE 2)
TYPE C
TEE OR APPROVED
CONNECTION
USE 6" OF TYPE I BEDDING ALL AROUND
EACH SERVICE.
TYPE "E" ALLOWABLE FOR TRENCHES 15 FT.
DEEP OR GREATER WITH PRE-APPROVAL BY
THE ENGINEER.
TYPE "C" SERVICE WILL ONLY BE ALLOWED IF
SPECIFICALLY APPROVED BY THE ENGINEER.
ALL SERVICE LINES TO BE 4" INSIDE
DIAMETER UNLESS OTHERWISE
NOTED.
4.
3.
2.
1.
NOTES:
TYPE E
(SEE NOTE 3)
45°
TYPE A & D
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SECTION AA
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KNOCKOUTS TYPICAL (4) SIDES
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3'-3"
90°
PIPE BEDDING FOR RIGID PIPE
GRANULAR FOUNDATION
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GRANULAR FOUNDATIONSHAPED SUBGRADE
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
COMPACT 1" MAC.
BACKFILL IN 6" LAYERS
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11
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9 STANDARD MANHOLE TYPE A
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12 CATCH BASIN - TYPE 2
6 VALVE & HYDRANT
7 WATER SERVICE LINE CONNECTION
1 TYPICAL WATER LINE PLACEMENT
2 STANDARD TRENCH DETAIL
3 THRUST BLOCKING DETAIL
4 LIP DOWN CURB & GUTTER DETAIL
8 CONCRETE COLLAR FOR VALVE BOX
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
STOR.
BEDROOM
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BATH
WIC
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BATH
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UNEXCAVATED
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BATH
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BATH
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STORAGE
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STOR.
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REVISIONS
35
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-
AUG. - 2020
CITY SUBMITTAL SET 08/2020
GENERAL NOTES:
BASEMENT LEVEL FLOOR PLAN1
ENTRY
ENTRY
LIVING ROOM LIVING ROOM
DINE
KITCHEN
KITCHEN
UTILITY
1/2 BATH
BATHLAUND.
BEDROOM
MASTER
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STAIR
EXTERIOR
STAIR #1
EXTERIOR
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WIC
PORCH
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UNIT 102UNIT 101 UNIT 103 UNIT 104 UNIT 105 UNIT 106 UNIT 107
ENTRY
ENTRY
LIVING ROOMLIVING ROOM
DINE
KITCHEN
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UTILITY
1/2 BATH
BATH LAUND.
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ENTRY
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PL
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35
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
LE
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GENERAL NOTES:
LEVEL 1 FLOOR PLAN1
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EXTERIOR
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EXTERIOR
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MASTER
BEDROOM
LAUN.
BEDROOM BEDROOM
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BATH
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M. BATH
WIC
ENTRY
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BEDROOM MASTER
BEDROOM
WIC
UTILITY/
LAUNDRY
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LAUN.
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WIC
BATH
HALL
M. BATH
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ENTRY
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BATH
BEDROOMMASTER
BEDROOM
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LAUNDRY
UNIT 202UNIT 101 UNIT 203 UNIT 104 UNIT 205 UNIT 206 UNIT 107
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HALL
M. BATH
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REVISIONS
35
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-
AUG. - 2020
CITY SUBMITTAL SET 08/2020
LEVEL 2 FLOOR PLAN1
GENERAL NOTES:
ENTRY
LIVING ROOM
KITCHEN
BATH
BEDROOM MASTER
BEDROOM
WIC
UTILITY/
LAUNDRY
ENTRY
LIVING ROOM
KITCHEN
BATH
BEDROOMMASTER
BEDROOM
WIC
UTILITY/
LAUNDRY
EXTERIOR
STAIR #1
ENTRY
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KITCHEN
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WIC
UTILITY/
LAUNDRY
ENTRY
LIVING ROOM
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LAUNDRY
UNIT 302 UNIT 303 UNIT 305 UNIT 306
EXTERIOR
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
GENERAL NOTES:
LEVEL 3 FLOOR PLAN1
ROOF PLAN KEYNOTESROOF NOTES
ATTIC VENTILATION CALCULATIONS
RO
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
PL
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
FR
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A2.0
WOOD AND PLASTICS
THERMAL & MOISTURE DOORS AND WINDOWS
FINISHES
CONCRETE
SITE CONSTRUCTION
MASONRY
METALS
FRONT ELEVATION1
PL
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-
AUG. - 2020
CITY SUBMITTAL SET 08/2020
RE
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A2.1
WOOD AND PLASTICS
THERMAL & MOISTURE DOORS AND WINDOWS
FINISHES
CONCRETE
SITE CONSTRUCTION
MASONRY
METALS
REAR ELEVATION1
PL
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Q:
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-
AUG. - 2020
CITY SUBMITTAL SET 08/2020
LE
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A2.2
WOOD AND PLASTICS
THERMAL & MOISTURE DOORS AND WINDOWS
FINISHES
CONCRETE
SITE CONSTRUCTION
MASONRY
METALS
LEFT SIDE ELEVATION1 RIGHT SIDE ELEVATION2
ATTIC
ATTIC ATTIC
ATTIC
ATTIC
PL
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
CU
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A3.0
WOOD AND PLASTICS
THERMAL & MOISTURE DOORS AND WINDOWS
FINISHES
CONCRETE
SITE CONSTRUCTION
MASONRY
METALS
FRONT ELEVATION1
STAIR
ATTIC
ATTIC
ATTIC
EXTERIOR STAIR
PL
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REVISIONS
35
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
CU
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A3.1
WOOD AND PLASTICS
THERMAL & MOISTURE DOORS AND WINDOWS
FINISHES
CONCRETE
SITE CONSTRUCTION
MASONRY
METALS
CUT SECTION1 CUT SECTION2
TYP. 2 x 6 WALL TYP. 2 x 6 WALL
TYPICAL EXTERIOR WALL TYP. HORIZONTAL SEPARATION SYSTEM: ROOF - CEILING SYSTEM
TYP. 2 x 4 WALL TYP. 2 x 6 WALL
TYP. HORIZONTAL SEPARATION SYSTEM: ROOF - CEILING SYSTEM1 HR RATED EXTERIOR WALL
TYP. DEMISING WALL
A3.4
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
1 WALL TYPE DETAILS
DOOR AND WINDOW NOTES
GLAZING
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AUG. - 2020
CITY SUBMITTAL SET 08/2020
WI
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A4.0
NOTE: ALL DOOR HARDWARE TO BE MEDIUM GRADE SCHLAGE OR EQUAL.
NOTE: SEE FLOOR PLANS FOR DIRECTION OF DOOR SWINGS.
A HINGES
B LOCK SET
C PASSAGE SET
D PRIVACY SET
E DEAD BOLT
F CLOSER
G WEATHERSTRIP & SILL
H STOP
J SMOKESEAL & SWEEP
K
L
SLIDING DOOR HARDWARE
(PRIVACY LATCH ON BATHS)
PULLS & BALL CATCH
HARDWARE CODE
LEVEL 1 DOOR SCHEDULE - UNITS 101, 104, 107
BASEMENT LEVEL DOOR SCHEDULE - UNITS 101, 104, 107 LEVEL 2 DOOR SCHEDULE - UNITS 101, 104, 107
LEVEL 3 DOOR SCHEDULE - UNITS 302, 303, 305, 306
LEVEL 1 DOOR SCHEDULE - UNITS 102, 103, 105, 106
BASEMENT LEVEL DOOR SCHEDULE - UNITS 102, 103, 105, 106
LEVEL 2 DOOR SCHEDULE - UNITS 202, 203, 205, 206
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CITY SUBMITTAL SET 08/2020
DO
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A4.1
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CITY SUBMITTAL SET 08/2020
DO
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A4.2
1. Floor-Ceiling Assembly - The 1 hr fire rated wood joist floor ceiling assembly shall be constructed of the materials and in the
manner specified in the individual L500 series Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the
following features.
A. Floor System - Lumber or plywood sub-floor with finish floor of lumber, plywood or Floor Topping Mixture* as specified
in the individual Floor-Ceiling Design. Max diam. of floor opening is 5 in.
B. Wood Joist - Nom 10 in. diam. (or deeper) lumber, steel or combination lumber and steel joist, trusses or structural Wood
Members* with bridging as required with ends firestopped.
2. Through Penetrants - Max one metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop
system. Pipe or tubing to be rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of
metallic pipes or tubing may be used:
A. Steel Pipe - Nom 2 in. diam. (or smaller) Schedule 40 (or heavier) steel pipe.
B. Iron Pipe - Nom 2 in. diam. (or smaller) cast or ductile iron pipe.
C. Copper Tube - Nom 2 in. diam. (or smaller) Type L (or heavier) copper tubing.
D. Copper Pipe - Nom 2 in. diam. (or smaller) Regular (or heavier) copper pipe.
3. Pipe Covering - The annular space between the insulated penetrants and periphery of the opening to be min 0 in. (pointed contact)
to max 7/8 in. The following types and sizes of pipe coverings may be used with the metallic pipes or tubes.
A. Pipe Covering*- Nom 1 in thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with
an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-ceiling lap type. Transverse joints
secured with metal fasteners or with butt type supplied with the product. See Pipe and Equipment Covering- Materials
(BRGU) category in the Building Materials Directory for names of manufacrurers. Any pipe covering material meeting the
aboved specification and bearing the UL Classification Marking with a Flame spread index of 50 or less may be used.
B. Tube Insullation-Plastics*- Nom 1/2 in thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in
the form of tubing. See Plastics+++ (QMFZ2) category in the Plastic Recognized Component Directory for names of
manufacturers. Any Recognized component tube insulation material meeting the above specification and having a UL 94
Flammability Classification of 94-5VA may be used.
4. Fill, Void or Cavity Materials*-Sealant- Min 3/4 in thickness of sealant app- lied within the annular spaced, flush with top surface
of plywood floor. Min 5/8 in thickness of sealant applied within the annular diam. bead of sealant shall be applied at the pipe
covering/plywood and pipe covering/gypsum board interface on the top and bottom surfaces of the floor-ceiling assembly.
PASSIVE FIRE PROTECTION PARTNERS-4800 DW, 4100NS, 3600EX. + Bearing the UL Recognized Component Mark *
Bearing the UL Classification Mark.
C. Gypsum Board*- Thickness, type, number of layers and fasteners shall be specified in the individual Floor-Ceiling Design
Max diam. of ceiling opening is 5 in.
UL System NO. F-C-5053
F Rating - 1 Hr
T Rating - 1 Hr
Nov. 03, 2017
SECTION A-A
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CITY SUBMITTAL SET 08/2020
TY
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A4.7
TYPICAL TILE INSTALLATION DETAILS
NOT TO SCALE
W243Gypsum Board
Dry-Set Mortar or Latex
Portland Cement Mortar
Metal Lath
Cement Mortar F145Thin-Set
DETAIL
F122
DETAIL DETAIL
STUDS
WOOD OR METAL
DRY-SET OR LATEX-
PORTLAND CEMENT
CERAMIC TILE
MORTAR BOND COAT
• dry interiors over gypsum board.
• for dry areas only.
• over dry, well-braced wood studs or
furring.
• over well-braced metal studs.
Limitations:
• in wet areas such as tub enclosures, use
Method B413.
• do not use in areas where gypsum board
is exposed to temperatures above 125°F.
Requirements:
• maximum stud spacing—16" o.c.
• minimum recommended metal stud depth—
3-5/8".
• metal studs—20 gauge (0.039") or
heavier.
Materials:
• gypsum board—ASTM C-36 or C-630.
• dry-set mortar—ANSI A118.1.
• latex-portland cement mortar—
ANSI A118.4.
• grout—ANSI A118.6 or A118.7.
Preparation by Other Trades:
• max. variation in the gypsum board
surface—1/4" in 10'-0" from the required
plane.
• gypsum board joints—treated with tape
and joint compound, bedding coat only (no
finish coats). Nail heads, one coat only.
Installation Specifications:
• gypsum board—GA-216.
• tile—ANSI A108.5.
• grout—ANSI A108.10.
CERAMIC TILE
MORTAR BED
METAL LATH
BOND COAT
SUBFLOOR
CLEAVAGE MEMBRANE
Recommended Uses:
• for residential use over wood floors that
are structurally sound.
• where waterproof floor is required, use
waterproof membrane meeting A118.10.
Contact membrane manufacturer for
specific detail.
Limitations: • 3/4" min. mortar thickness
Requirements:
• cleavage membrane
• 2.5 lbs/yd2 metal lath (min.), nailed or
stapled.
• design floor areas over which tile is to be
applied to have a deflection not greater
than 1/360 of the span when measured
under 300 lb. concentrated load (see
ASTM C627).
Materials:
• mortar bed, metal lath, and cleavage
membrane—ANSI A108.1A.
• bond coat—portland cement paste on a
mortar bed that is still workable, or dry-set
mortar or latex-portland cement mortar on
a cured bed.
• grout—ANSI A118.6 or A118.7.
Preparation by Other Trades:
• subfloor—23/32" exterior glue plywood
on joists at 16" o.c.
• max. variation in plywood surface shall
not exceed 1/4" in 10'-0" from the required
plane.
Movement Joint (architect must
specify type of joint and show location
and details on drawings):
• movement joints—mandatory according to
Method EJ171, page 44.
Installation Specifications:
• tile—ANSI A108.1A, .1B or .1C.
• grout—ANSI A108.10.
GYPSUM BOARD
CERAMIC TILE
WATERPROOF MEMBRANE: SHEET
MORTAR BED
LATEX-PORTLAND CEMENT
MORTAR BOND COAT
MAPEILASTIC MEMBRANE
CONC. OR CURED
Recommended Uses:
• wherever a waterproof interior floor is
required in conjunction with ceramic tile
installed in a thin-set method.
• see page 14 NOTE for exterior uses.
Limitations:
• deflection not to exceed 1/360 of span.
• not recommended for severe chemical
exposure.
Requirements:
• design floor areas over which tile is to be
applied to have deflection not greater than
1/360 of the span. Make allowance for
live load and impact as well as all dead
load, including weight of the tile and
setting bed.
Materials:
• specify type of waterproofing; e.g., sheet
or liquid applied—ANSI A118.10.
• latex-portland cement mortar—
ANSI A118.4.
• polymer modified tile grout—ANSI A118.7.
Preparation by Other Trades:
• maximum variation in subfloor—1/4" in
10'-0" from the required plane.
• slope subfloor 1/4" per foot to drain.
Preparation by Tile Trade:
• waterproof membrane—install to comply
with pertinent codes and manufacturer's
directions.
Membrane Installation:
• membrane manufacturer's directions. •
membrane—ANSI A108.13.
Installation Specifications:
• tile—ANSI A108.5.
Movement Joint (architect must
specify type of joint and show location
and details on drawings):
• movement joints—mandatory according to
Method EJ171, page 44.
OR LIQUID APPLIED
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A5.1
GENERAL STRUCTURAL NOTES
GENERAL
1.Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced
without written approval of the registered design professional in responsible charge.
2.General notes and typical details are provided as a supplement to the construction documents and apply where specific
notes and details are not available. Specific notes and structural details shall take precedence over general notes and
typical details. Structural requirements shown in the framing plans and in structural details shall take precedence over
structural notes indicated in architectural sections.
3.Printed dimensions shall take precedence over scales shown on construction documents. The registered design
professional in responsible charge does not warrant the accuracy of scaled dimensions.
4.Approval by the inspector does not imply approval by the registered design professional in responsible charge. Structural
specifications that are unclear or ambiguous shall be referred to the registered design professional in responsible charge
for interpretation or clarification.
5.The registered design professional in responsible charge assumes no liability for the accuracy, completeness, or code
compliance of architectural, electrical, mechanical, drainage, or other non-structural specifications.
6.Omissions in and conflicts between the various elements of the construction documents shall be brought to the immediate
attention of the registered design professional in responsible charge and shall be resolved by the same before proceeding
with any work involved.
7.Requests for substitutions shall be submitted in writing to the registered design professional in responsible charge and shall
include the reasons for the request and any cost differentials. Substitutions are not allowed unless approved in writing by
the registered design professional in responsible charge.
8.The contractor shall become familiar with all portions of the construction documents and shall ensure that all subcontractors
are familiar with those portions pertaining to their area of work. The contractor shall verify all site conditions, dimensions,
elevations, coordinate all doors, windows, non-bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains,
recesses, depressions, railings, waterproofing, finishes, chamfer, kerfs, and so forth, and immediately notify the registered
design professional in responsible charge regarding actual conditions which are not in agreement with the construction
documents.
9.The contractor is responsible for the method, means, and sequence of all structural erection except when specifically noted
otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequate
vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are
placed and all final connections are completed.
10.The contractor is responsible for standard connections, unless noted otherwise. The contractor shall obtain additional
assistance from the registered design professional in responsible charge for non-standard connections.
SOIL AND FOUNDATIONS
1.Geotechnical investigations shall conform to 2018 IBC 1803. Excavation, grading and fill shall conform to 2018 IBC 1804.
Footings and foundations shall be constructed in accordance with 2018 IBC 1807 through 1810.
2.Where required, the owner shall submit a geotechnical investigation report to the building official in accordance with 2018
IBC 1803. The contractor shall inform the registered design professional in responsible charge if the soil conditions are not
consistent with the investigation report and the foundation design data.
3.Excavations for any purpose shall not remove lateral support from any footing or foundation without first underpinning or
protecting the footing or foundation against settlement or lateral translation (2018 IBC 1804.1).
4.Excavation outside the foundation shall be backfilled with soil that is free of organic material, construction debris, cobbles
and boulders or with a controlled low-strength material (CLSM). The backfill shall be placed in lifts and compacted, in a
manner that does not damage the foundation or the waterproofing or dampproofing material (2018 IBC 1804.3).
5.The ground immediately adjacent to the foundation shall have a 5-percent slope away from the building for a minimum
distance of 10 feet measured perpendicular to the face of the foundation wall. If physical obstructions or lot lines prohibit 10
feet of horizontal distance, a 5-percent slope shall be provided to an approved alternative method of diverting water away
from the foundation. Impervious surfaces within 10 feet of the building foundation shall have a minimum 2-percent slope
(2018 IBC 1804.4).
6.Footings and foundations shall be built on undisturbed soil, compacted fill material or CLSM. Compacted fill material and
CLSM shall conform to 2018 IBC 1804.6 and 2018 IBC 1804.7, respectively (2018 IBC 1809.2).
7.The top surface of the footings shall be level. The bottom surface of footings is permitted to have a maximum 10-percent
slope. Footings shall be stepped where it is necessary to change the elevation of the top surface of the footing or where the
surface of the ground has more than a 10-percent slope (2018 IBC 1809.3).
8.The minimum depth of footings below the undisturbed ground surface shall be 12 inches (2018 IBC 1809.4). Foundation
walls, piers and other permanent supports shall be extended below the frost line, except where otherwise protected from
frost (2018 IBC 1809.5).
9.The placement of footings on or adjacent to 33-percent slopes and steeper shall conform to 2018 IBC 1808.7.
10.Floors of basements shall be placed over base course not less than 4 inches in thickness and a drain shall be installed
around the foundation perimeter that consists of gravel or crushed stone containing not more than 10-percent material that
passes through a No. 4 sieve (2018 IBC 1805.4.1, 1805.4.2).
11.Backfill shall not be placed against a foundation wall until the wall has sufficient strength and is anchored to the floor above,
or is sufficiently braced to prevent damage by the backfill, except bracing is not required for walls supporting less than 4
feet of unbalanced backfill (R404.1.7).
CONCRETE
1.Concrete materials, quality control, and construction shall comply with 2018 IBC Chapter 19 and ACI 318-14.
2.Compressive strength (minimum specified at 28 days)
2.1.Footings: 3,000 psi (2018 IBC 1808.8.1) (2,500 psi used in design)
2.2.Interior floor slabs on grade:4,000 psi
2.3.Exterior floor slabs on grade:4,000 psi
2.4.Suspended slabs: 4,000 psi
2.5.Walls: 3,000 psi (2018 IBC 1904.1) for R-2, R-3 occupancies and appurtenances
4,000 psi for other occupancies
3.Materials
3.1.Cements (ASTM C 150). Concrete exposed to freezing and thawing or deicing chemicals shall conform to the
maximum water-cementitious material ratios and minimum compressive strength requirements of ACI 318-14 table
19.3.1.1 & 19.3.2.1
3.2.Aggregates (ASTM C 33): nominal maximum size of coarse aggregate shall not be larger than 1/5 the narrowest
dimension between forms, nor 1/3 the depth of slabs, nor 3/4 the minimum clear spacing between reinforcing bars or
wires, tendons, or ducts (ACI 318-14 26.4.2.1).
3.3.Water used in mixing concrete shall be potable, clean and free from injurious amounts of oils, acids, alkalis, salts,
organic materials, or other substances deleterious to concrete or reinforcement (ACI 318-14 26.4.1.3.1.b).
3.4.Admixtures shall be subject to prior approval by the registered design professional in responsible charge (ACI 318-14
26.4.1.4.1.b).
3.5.Concrete exposed to freezing and thawing or deicing chemicals shall be air-entrained with air content indicated in ACI
318-14 Table 19.3.3.1. Tolerance on air content as delivered shall be plus/minus 1.5 percent (ACI 318-14
R26.4.2.1(a)(5)).
4.Steel Reinforcement
4.1.Deformed bars: fy = 60 ksi (ASTM A615)
4.2.Welded plain wire: fy = 60 ksi (ASTM A1064)
4.3.Deformed Bar Anchors (DBA) (ASTM A1064)
4.4.Headed Stud Anchors (HSA) (ASTM A108)
4.5.At the time concrete is placed, reinforcement shall be free from ice, mud, oil, or other nonmetallic coatings that
decrease bond (ACI 318-14 26.6.1.2).
4.6.Reinforcement shall be accurately placed and adequately supported before concrete is placed, and shall be secured
against displacement (ACI 318-14 26.6.2.2).
4.7.Details of reinforcement shall conform to ACI 318-14 Chapter 25.
5.Minimum concrete cover (ACI 318-14 Table 20.6.1.3.1)
5.1.Concrete cast against and exposed to earth:3 inches
5.2.Concrete exposed to earth or weather:
5.2.1.No. 6 through No. 18 bars: 2 inches
5.2.2.No. 5 bar, W31 wire, and smaller:1.5 inches
5.3.Concrete not exposed to earth or weather:
5.3.1.Slabs, walls, joists No. 11 bar and smaller:0.75 inches
5.3.2.Beams, columns primary reinf., ties, stirrups:1.5 inches
6.Formwork shall conform to ACI 318-14 Sections 26.11 and 26.12 and ACI 347. Forms shall be removed in a manner as not
to impair safety and serviceability of the structure. Concrete exposed by form removal shall have sufficient strength not to
be damaged by removal operation (ACI 318-14 26.11.2).
7.Conduits, pipes, and sleeves of any material not harmful to concrete and within the limitations of ACI 318-14 20.7 shall be
approved by the registered design professional in responsible charge (ACI 318-14 20.7).
8.Construction joints shall be so made and located as not to impair the strength of the structure (ACI 318-14 18.10.9).
9.The thickness of concrete floor slabs on grade shall not be less than 3.5 inches. A 6-mil polyethylene vapor retarder with
joints lapped not less than 6 inches (or an equivalent material) shall be placed between the base course or subgrade and
the concrete floor slab, except a vapor retarder is not required in detached utility buildings or other unheated facilities (2018
IBC 1907).
MASONRY
1.Masonry materials, construction, and quality shall conform to 2018 IBC 2103-2105, TMS 402/602-16
1.1.Compressive strength: f'c = 2,000 psi (TMS 602-16 1.4B.2 TABLE 2)
2.Concrete masonry units (CMU) (ASTM C 90)
2.1.Grade N
2.2.Compressive strength: f'm = 2,000 psi (TMS 602-16 1.4B.2 TABLE 2)
3.Mortar (ASTM C 270)
3.1.Type S Portland cement (TMS 402-16 7.4.4.2.2)
3.2.Compressive strength: f'c = 2,000 psi (TMS 602-16 1.4B.2 TABLE 2)
4.Grout (ASTM C 476)
4.1.Type: fine or coarse (2018 IBC 2103.3)
4.2.Compressive strength (minimum specified at 28 days): f'c = 2,000 psi (ASTM C 1019)
5.Steel reinforcement
5.1.Deformed bars: fy = 60 ksi (ASTM A 615 Gr. 60)
5.2.Deformed Bar Anchors (DBA) (ASTM A1064)
5.3.Headed Stud Anchors (HSA) (ASTM A108)
6.Bed joint thickness shall be 5/8 inch maximum (TMS 602-16 1.4B.2)
7.Grout shall have an 8”-11” slump using a 3/8” maximum aggregate. Grout lifts shall not exceed 5 feet in height unless noted
otherwise. Consolidate by mechanical vibration pours that exceed 12 inches in height.
8.The clear distance between parallel bars shall not be less than the nominal diameter of the bars, nor less than 1 inch (TMS
402-16 6.1.3). Joint reinforcement shall have cover not less than 5/8". (TMS 402-16 6.1.4.2)
9.The diameter of bend measured on the inside of reinforcing bars, other than for stirrups and ties, shall not be less than
specified in table 6.1.8 (TMS 402-16 6.1.8.2)
10.All masonry below grade shall be solid grouted.
11.Control joint spacing not to exceed 30'-0". See Architectural for locations.
MASONRY AND STONE VENEER
1.Masonry veneer materials, construction, and quality shall conform to 2018 IBC 2103-2105 and TMS 402-16 Chap. 6.
2.Lintels
2.1.Veneer shall not support any vertical load other than the dead load of the veneer above. Veneer above openings shall
be supported on lintels of noncombustible materials. Lintels shall have 1 inch of bearing for each 1 foot of span, but not
less than 4 inches of bearing.
3.Anchorage
3.1.Veneer shall be anchored to the supporting wall framing with hot-dipped galvanized metal ties. (Strand wire or
corrugated sheet metal)
3.2.Engage all anchor ties with a No. 9 gage wire in the center of the veneer and embedded in the mortar joint.
(R703.8.4.1)
3.3.Each tie shall be spaced not more than 16 inches on center horizontally and vertically and shall support not more than
2 square feet of wall area. Additional metal ties shall be provided around all wall openings greater than 16 inches in
either dimension. (R703.8.4.1)
WOOD
1.Wood materials, quality, and construction shall conform to 2018 IBC Chapter 23 and Table 2304.10.
2.Structural lumber (2018 IBC 2303.1.1-9, 2018 NDS)
2.1.Bearing walls: Douglas-Fir Larch (DF) Stud (ASTM D 1990, DOC PS 20)
2.2.Posts: Douglas-Fir Larch (DF) Stud (ASTM D 1990, DOC PS 20)
2.3.Beams and headers:Douglas-Fir Larch (DF) No. 2 (ASTM D 1990, DOC PS 20)
2.4.Heavy timber: Douglas-Fir Larch (DF) No. 1 (ASTM D 1990, DOC PS 20)
2.5.Sill plates: Preservative-treated wood, redwood (AWPA U1 M4)
2.6.Naturally durable or preservative-treated wood shall be used where structural lumber is 18 inches or closer to exposed
ground; where structural lumber is in contact with exterior masonry or concrete walls below grade; where sleepers,
sills, posts, and columns are on a concrete or masonry slab or footing that is in direct contact with earth; and where
structural lumber is attached directly to exterior masonry or concrete walls, unless a 0.5 inch air space on top, sides,
and end is provided (2018 IBC 2304.12).
3.Structural logs (ASTM D 3957) - ICC - 400 standard for the design and construction of log structures
4.Structural glued-laminated timber (2018 IBC 2303.1.3, 2018 NDS 5.1.1)
4.1.Single span: 24F-1.8E (24F-V4) (ASTM D 3737, ANSI/AITC A190.1)
4.2.Multiple span: 24F-1.8E Balanced layup (24F-V8) (ASTM D 3737, ANSI/AITC A190.1)
4.3.Cantilever span: 24F-1.8E Balanced layup (24F-V8) (ASTM D 3737, ANSI/AITC A190.1)
5.Structural composite lumber and engineered wood (2018 IBC 2303.1.10, 2018 NDS 8.1.1)
5.1.Laminated strand lumber (LSL)
5.1.1.Ex = 1.3E (ASTM D 5456)
5.1.2.Ex = 1.5E (ASTM D 5456)
5.1.3.Ex = 1.55E (ASTM D 5456)
5.1.4.1.125 inch APA Performance-Rated (or equivalent) rim board - (2018 IBC 2303.1.13, ASTM 7672, ANSI/APA
PRR410)
5.2.Laminated veneer lumber (LVL)
5.2.1.Ex = 2.0E (ASTM D 5456)
5.3.Parallel strand lumber (PSL)
5.3.1.Ex = 2.0E (beams) (ASTM D 5456)
5.3.2.Ex = 1.8E (columns) (ASTM D 5456)
5.4.Prefabricated wood I-joist (2018 IBC 2303.1.2, 2018 NDS 7.1.1) (ASTM D 5055)
6.Wood structural panels (2018 IBC 2304.8, 2018 NDS 9.1.3)
6.1.Roof, floor, and wall sheathing: oriented strand board (OSB) (DOC PS 1,2).
6.2.Sheathing shall be manufactured with exterior glue and not less than 4X8 feet, except at boundaries and at changes in
framing (2018 IBC 2305.1, AWC SDPWS-2015).
6.3.Wall sheathing
6.3.1.Oriented strand board (OSB) (DOC PS 1,2)
6.3.2.All panel joints in walls shall occur over studs or blocking using a minimum of 8d common nails spaced a
maximum of 6 inches at panel edges and 12 inches at intermediate framing (2018 IBC 2306.3).
6.4.Roof and floor sheathing shall be placed perpendicular to supporting framing. Stagger sheathing joints.
7.Fasteners
7.1.Nails (2018 IBC 2303.6, 2018 NDS Table L4) (ASTM F 1667)
Pennyweight Common Box Sinker
7.1.1.8d =0.131" X 2.5"0.113" X 2.5"0.113" X 2.375"
7.1.2.10d =0.148" X 3.0"0.128" X 3.0"0.120" X 2.875"
7.1.3.16d =0.162" X 3.5"0.135" X 3.5" 0.148" X 3.250"
7.1.4.20d =0.192" X 4.0"0.148" X 4.0"0.177" X 3.750"
7.1.5.30d =0.207" X 4.5"0.148" X 4.5"0.192" X 4.250"
7.2.Staples (2018 IBC 2303.6)
7.2.1.16 gage = 1.5X0.4375 inch crown (ASTM F 1667)
7.3.Bolts (2018 NDS 12.1.3, Table L1)
7.3.1.Connector bolts (A307)
7.3.2.Anchor bolts (A307) with a 3X3X0.229 inch washer (2018 IBC 2308.3.1) and 7" min embedment.
7.3.3.Bolt holes shall be drilled with a bit 1/32 inch to 1/16 inch larger than the nominal bolt diameter.
7.4.Lag Screws (2018 NDS 12.1.4, Table L2) (A307)
7.4.1.Lag screws shall be inserted in a drilled pilot hole that is 60%-75% of the shank diameter by turning with a
wrench. Do not drive screws with a hammer. Lag screws shall be provided with an oversized washer .
7.5.Fasteners in preservative-treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel,
silicon bronze or copper (2018 IBC 2304.10.5).
7.6.Sheathing fasteners shall be driven so the head or crown is flush with the sheathing surface (2018 IBC 2304.10.2).
8.Joist hangers and connectors (2018 IBC 2303.5)
8.1.Hanger hardware and other wood connections shall be designed to carry the capacity of the supporting members.
9.Floor framing (2018 IBC 2308.4.2)
9.1.Joists shall not have less than 1.5 inches of bearing on wood or metal, or less than 3 inches on masonry (2018 IBC
2308.4.2.2). Pre-fabricated wood I-joists shall have minimum bearing according to the manufacturer's
recommendations and specifications.
9.2.Joists shall be supported laterally at the ends and at each support by full-depth solid blocking, except where nailed to a
header or band or rim joist. Solid blocking shall not be less than 2 inches thick (2018 IBC 2308.4.2.3).
9.3.Where the nominal depth-to-thickness ratio of the framing member exceeds 6:1, there shall be one line of bridging for
each 8 feet of span. Bridging shall consist of not less than 1X3 inch lumber, metal bracing, or full-depth solid blocking
(2018 IBC 2308.4.6).
9.4.Notches on the ends of joists shall not exceed one-fourth the joist depth. Holes bored in joists shall not be within 2
inches of the top or bottom of the joist. Notches in the top or bottom of joists shall not exceed one-sixth the depth and
shall not be located in the middle third of the span (2018 IBC 2308.4.2.4).
9.5.The diameter of holes bored or cut into structural floor members shall not exceed one-third the depth of the member.
Holes shall not be closer than 2 inches to the top or bottom of the member, or to any other hole located in the member.
Where the member is also notched, the hole shall not be closer than 2 inches to the notch (R502.8.1).
10.Wall construction (2018 IBC 2308.5)
10.1.Studs shall be placed with their wide dimension perpendicular to the wall. Not less than three studs shall be
installed at each corner of an exterior wall (2018 IBC 2308.5.2).
10.2.Bearing and exterior wall studs shall be capped with 2-inch thick nominal double top plates, have a width at least
equal to the width of the studs, and shall be installed to provide overlapping at corners and intersections with other
partitions. End joints in partitions shall be offset at least 48 inches, and shall be nailed with not less than eight 16d
common face nails on each side of the joint. (2018 IBC 2308.5.3.2).
10.3.In nonbearing walls and partitions studs shall be capped with no less than a single top plate installed to provide
overlapping at corners and at intersections with other walls and partitions. The plate shall be continuously tied at joints
by solid blocking at least 16 inches in length and equal in size to the plate or metal ties with spliced sections fastened
on each side of the joint (2018 IBC 2308.5.4).
10.4.Studs shall have full bearing on a 2-inch thick nominal (or larger) bottom plate or sill having a width at least equal to
the width of the stud (2018 IBC 2308.5.3.1).
10.5.Bearing partitions parallel to joists shall be supported on beams, girders, doubled joists, walls or other bearing
partitions. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls or partitions more
than the joist depth unless noted otherwise (2018 IBC 2308.4.5).
10.6.In exterior walls and bearing partitions, any wood stud is permitted to be cut or notched to a depth not exceeding 25
percent of its width. In nonbearing partitions, cutting or notching of studs to a depth of not greater than 40 percent of
the width is permitted (2018 IBC 2308.5.9).
10.7.A hole with a diameter not greater than 40 percent of the stud width is permitted to be bored in any wood stud. In
no case shall the edge of the bored hole be nearer than 0.625 inches to the edge of the stud. Bored holes shall not be
located at the same section of stud as a cut or notch (2018 IBC 2308.5.10).
10.8.Bearing walls without wood sheathing or gypsum wall board on either side shall have blocking between wall studs
at mid-height.
10.9.Studs shall be spaced at 16 inches on center for exterior walls, interior bearing walls, and shear walls, unless noted
otherwise on the plans.
11.Posts and columns
11.1.Columns shall be as wide as the member they support, laterally supported at all floor levels, and extend down
through the structure to the foundation. Provide squash blocking at rim joist below all columns, trimmers, and posts.
11.2.Wood columns and posts shall be framed to provide full end bearing (2018 IBC 2304.10.7).
11.3.Posts and columns shall be supported by concrete piers or metal pedestals projecting above concrete or masonry
floors or decks exposed to weather or water splash, or in basements, and which support permanent structures, unless
naturally durable or preservative-treated wood is used. The pedestal shall project at least 6 inches above exposed
earth and at least 1 inch above floors.
12.Roof and ceiling framing (2018 IBC 2308.7).
12.1.Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement in accordance
with 2018 IBC 2308.7.8.
12.2.Rafters and joists over three feet long shall be supported using hanger hardware if not supported by bearing.
PREFABRICATED METAL PLATE WOOD TRUSSES
1.Prefabricated metal plate wood trusses shall be designed in accordance with 2018 IBC 2303.4 and shall conform to the
structural specifications and design criteria.
2.The truss designer shall provide a truss package that includes the following items:
2.1.Design drawings of each individual truss (2018 IBC 2303.4.3).
2.2.Truss placement diagram for the project (2018 IBC 2303.4.2).
2.3.Truss member permanent bracing specification (2018 IBC 2303.4.1.2).
3.Transfer of loads and anchorage of each truss to the supporting structure shall be approved by the registered design
professional in responsible charge (2018 IBC 2303.4.4).
4.Truss members and components shall not be cut, notched, drilled, spliced or otherwise altered in any way without written
concurrence and approval of the registered design professional in responsible charge. Alterations resulting in the addition
of loads to any member (e.g. HVAC equipment) shall not be permitted without verification that the truss is capable of
supporting such additional loading (2018 IBC 2303.4.5).
STEEL
1.Structural steel work shall conform to 2018 IBC 2205, AISC 341-16, AISC 358-16, and AISC 360-16.
2.Structural shapes
2.1.W: fy = 50 ksi (ASTM A992)
2.2.M,S,C,MC, and L: fy = 36 ksi (ASTM A36)
2.3.HP: fy = 50 ksi (ASTM A572 Gr. 50)
2.4.HSS Rectangular: fy = 46 ksi (ASTM A500 Gr.B)
2.5.HSS Round: fy = 42 ksi (ASTM A500 Gr.B)
2.6.Pipe: fy = 35 ksi (ASTM A53 Gr.B)
2.7.All structural steel shall be properly primed and painted.
3.Plates and bars: fy = 36 ksi (ASTM A36)
4.Structural fasteners
4.1.High-strength bolts: fu = 120-150 ksi (ASTM F3125)
4.2.Common bolts:fu = 60 ksi (ASTM A307 Gr. A)
4.2.1.Nuts (ASTM A563)
4.2.2.Washers (ASTM F436)
4.2.3.Steel to steel bolted connections shall be made with high strength-bolts, unless noted otherwise. Bolts shall
carry the identifying mark of three radial lines. All other bolted connections shall be made with bolts and nuts
conforming to ASTM A307 unless note otherwise. Bolted connections shall be tightened and shall have washers as
required by AISC unless noted otherwise. Enlarging holes shall be accomplished by means of reaming. Do not use a
torch on any bolt holes.
4.3.Shear studs: fu = 65 ksi (ASTM A108)
4.4.Threaded rods: fy = 36 ksi (ASTM A36)
4.5.Anchor rods: fy = 36 ksi (ASTM F1554 Gr. 36)
5.Steel deck fy = 36 ksi (ASTM A1008)
6.Welding fu = 70 ksi.
6.1.Welding work shall comply with the American Welding Society (AWS) “Structural Welding Code,” excluding items
conflicting with AISC requirements.
POST-INSTALLED ANCHORS
1.Epoxy adhesive anchoring systems:
1.1.Concrete: Hilti HIT-RE 500 V3 (ICC ES ESR-3814) or Simpson SET-XP (ICC ES ESR-2508) or USP/Mitek CIA-GEL
7000-C (IAMPO ER-473)
1.2.Masonry (grouted): Hilti HIT RE100 (ICC ES ESR-3829) or Simpson SET (ICC ES ESR-1772) or USP/Mitek CIA-GEL
7000 (ICC ES ESR-1702)
1.3.The calculated strength of anchorage assumes the following conditions for installation: 21 day minimum age of
concrete, maximum short term concrete temperature= 150° F, maximum long term concrete temperature= 110° F, dry
concrete surface, and normal weight concrete. See adhesive manufacturer notes for minimum temperature
requirements. If conditions are otherwise, contact engineer for anchor specifications.
1.4.Steel reinforcement and rods shall be embedded 10 bar diameters unless noted otherwise in the structural drawings
and details. Where 10 bar diameters exceeds the member thickness minus minimum cover, steel reinforcement shall
be embedded the member thickness minus minimum cover with a standard hook.
1.5.Embedded portions of steel reinforcement and rods shall be clean, straight, and free of mill scale, rust and other
coatings that impair the bond with the adhesive. Reinforcement must not be bent after installation (ICC ES ESR-3829).
1.6.Installation of adhesive anchors shall be performed by personnel trained to install adhesive anchors.
2.Mechanical expansion anchors:
2.1.Concrete: Hilti KWIK BOLT TZ (ICC ES ESR-1917)
2.2.Masonry: Hilti KWIK BOLT 3 (ICC ES ESR-1385)
2.3.Expansion anchors shall not be used in tensile load applications (e.g. hold-downs, moment frames).
3.Post-installed anchoring systems shall be installed according to the Manufacturer’s Printed Installation Instructions (MPII).
Hole cleaning method shall be based on drilling method and borehole conditions and shall conform to the manufacturer’s
instructions.
STRUCTURAL OBSERVATIONS
1.Where required by the Provisions of Section 1704.6.1 or 1704.6.2, the owner shall employ a registered design professional
to perform structural observations as defined in 2018 IBC 202. Prior to the commencement of observations, the structural
observer shall submit to the building official a written statement identifying the frequency and extent of the structural
observations. At the conclusion of the work, the structural observer shall submit to the building official a written statement
that the site visits have been made and identify any reported deficiencies which have not been resolved (2018 IBC 1704.6).
DESIGN CRITERIA Harris Architecture Madison Square Apartments (Rexburg) 1810720
1. Building code: Idaho Administrative Code (IDAPA) 07.03.01.004
1.1 Model building code: 2012 IBC
1.2 Use and occupancy classification: R-2 (Residential - permanent)
1.3 Risk Category: II (Not occupancy categories I, III, IV)
2. Dead loads
2.1 Roof = 15 psf (10 psf top chord, 5 psf bottom chord)
2.2 Floor = 20 psf
2.3 Walls = 10 psf (interior walls), 12 psf (exterior walls)
3. Live loads
-- Roofs (ordinary construction) = 20 psf (or 300 lb point load)
-- Residential (1-2 unit dwelling) = 40 psf
-- Stairs and exits (residential 1-2 unit dwelling) = 40 psf (or 300 lb point load)
-- Stairs and exits = 100 psf (or 300 lb point load)
4. Rain load
4.1 Median 15-minute duration rainfall intensity = in/hr
4.2 Median 60-minute duration rainfall intensity = in/hr
5. Snow load
5.1 Ground snow load, Pg = 50 psf (elevation 4865 ft)
5.2 Exposure factor, Ce = 1
5.3 Thermal factor, Ct = 1
5.4 Snow importance factor, Is = 1
5.5 Flat roof snow load, Pf = 35 psf
5.6 Roof slope factor, Cs = 1
6. Earthquake design data
6.1 Mapped acceleration parameters
6.1.1 Latitude, Longitude: 43.826, -111.794
6.1.2 MCE short period Ss = 0.37 SDS = 0.37
6.1.3 MCE 1.0 sec. period S1 = 0.14 SD1 = 0.22
6.2 Seismic design category: D
6.3 Seismic importance factor, Ie = 1
6.4 Basic structural system: Building frame systems
6.5 Seismic force-resisting system: Light-frame wood walls (wood sheathing)
6.5.1 Response modification factor R = 7
6.5.2 System overstrength factor Omega = 2.5
6.5.3 Deflection amplification factor Cd = 4.5
6.6 Equivalent Lateral Force Procedure
6.6.1 Seismic response coefficient Cs = 0.05
6.6.2 Seismic base shear (LRFD)V = 33946 lb
7. Wind design data
7.1 Exposure category: C
7.2 Basic design wind speed, V = 105 mph
7.3 Components and cladding pressure = 29 psf (end), 24 psf (interior)
7.4 Internal pressure coeff., Gcpi = 0.18
8. Geotechnical design basis:
- Presumptive values, 2018 IBC Table 1806.2
8.2 Site class = D-Default
8.3 Soil notes: None
8.4 Lateral earth pressure
8.4.1 Active = 30 psf/ft
8.4.2 At-rest = 60 psf/ft
8.5 Allowable foundation parameters
8.5.1 Allowable soil bearing, Qa = 1500 psf
8.5.2 Allowable lateral bearing = 150 psf/ft
8.5.3 Coefficient of friction = 0.25
8.6 Minimum frost cover = 36 in.
DEFERRED SUBMITTALS
1. The following items are to submitted subsequent to the time of application (deferred submittals):
-- Prefabricated metal plate wood trusses - roof (truss manufacturer)
-- Steel stairs (stair manufacturer)
2. Deferred submittals shall have the prior approval of the building official (2018 IBC 107.3.4.1).
3. Deferred submittal documents shall be submitted to the registered design professional in responsible charge who
shall review and forward them to the building official with a notation indicating that the documents have been
reviewed and found to be in general conformance to the design of the building (2018 IBC 107.3.4.1).
4. Deferred submittal items shall not be installed until the design and submittal documents have been approved by
the building official (2018 IBC 107.3.4.1).
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
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S
(
U
.
N
.
O
.
)
FT28 FT28
FT22
FT22FT22
FT30 FT30
FT28
FT26
HITYP.
FT26
FT28
FT28
FT28
FT22
FT22 FT22
FT28
FT26
FT28
FT26
FT28
FT26
FT26 FT26
SF36
FT18
SF36
FT18
FT
1
8
FT
1
8
FT18
FT18
SF42
SF30 FT18
SF36
SF36
FT20
FT
2
8
T
FT
2
8
T
SF36
FT18
SF36
FT18
FT
1
8
FT
1
8
FT18
FT18
SF42
SF30FT18
SF36
SF36
FT20
FT
2
8
T
FT
2
8
T
SF36
FT18
SF36
FT18
FT
1
8
FT
2
8
T
FT
1
8
FT18
FT18
SF42
SF30FT18
SF36
SF36
FT20
FT
2
8
T
FT
1
8
FT18
FT18
SF42
SF30 FT18
FT20FT
2
8
T
FT
2
8
T
SF36
SF36
V TYP.
CW TYP.
FW
3
FW
3
SF54
SF
5
4
SF54
SF
5
4
SF54
SF
5
4
SF54
SF
5
4
ZE
7"X9"X1/2" A36 STEEL
BASE PLATE
ZE
7"X10-1/2"X1/2" A36
STEEL BASE PLATE
ZE
7"X10-1/2"X1/2" A36
STEEL BASE PLATE
ZE
7"X9"X1/2" A36 STEEL
BASE PLATE
ZE
7"X10-1/2"X1/2" A36
STEEL BASE PLATE
ZE
7"X10-1/2"X1/2" A36
STEEL BASE PLATE
ZE
7"X9"X1/2" A36 STEEL
BASE PLATE
ZE
7"X10-1/2"X1/2" A36
STEEL BASE PLATE
ZE
7"X10-1/2"X1/2" A36
STEEL BASE PLATE
ZE
7"X9"X1/2" A36 STEEL
BASE PLATE
ZE
7"X10-1/2"X1/2" A36
STEEL BASE PLATE
ZE
7"X10-1/2"X1/2" A36
STEEL BASE PLATE
J
J
J
J
N
N
K
K
N
N
K
K
N
N
K
K
N
N
K
K
J
J J
J
B B B B BBBB
AA
L L L
A A
LLL
A A
LLL
AA
L L L
AA AA
A A A A
D
FT
1
8
FT
1
8
SF
3
0
SF
3
0
SF
3
6
SF
3
6
SF
3
6
SF
3
6
FT26
E TYP.
FW
3
FW3
FW
3
A AAAAA A A
STYP.
FOOTING SCHEDULE
MARK WIDTH LENGTH THICKNESS
REINFORCEMENT
TRANSVERSE LENGTHWISE
FT18 18 "CONT.10 "-(2) #4
FT20 20 "CONT.10 "-(2) #4
FT22 22 "CONT.10 "-(2) #4
FT26 26 "CONT.10 "-(3) #4
FT28 28 "CONT.10 "-(3) #4
FT30 30 "CONT.10 "-(3) #4
FT28T 28 "CONT.14 "#4 @ 7 "(4) #4
SF30 30 "30 "10 "(3) #4 (3) #4
SF36 36 "36 "12 "(4) #4 (4) #4
SF42 42 "42 "12 "(5) #4 (5) #4
SF54 54 "54 "12 "(6) #4 (6) #4
1. CONTINUOUS FOOTINGS SHALL BE CENTERED UNDER WALLS AND SPOT FOOTINGS
SHALL BE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE.
2. FOOTINGS AND FOUNDATIONS, EXCAVATIONS, GRADING, AND FILL SHALL COMPLY WITH
THE PROVISIONS OF THE GEOTECHNICAL REPORT (SEE GSN)
FOUNDATION WALL SCHEDULE
MARK HEIGHT WIDTH
REINFORCEMENT
VERTICAL HORIZONTAL PLACEMENT
FW3 3'8"#4 @ 18"(3) #4 CENTER
FW10 10'8"#5 @ 10"(10) #4 CENTER
1. DOWEL VERTICAL BARS INTO FOOTING.
2. PLACE TOP AND BOTTOM BARS WITHIN 4" OF TOP AND BOTTOM OF WALL.
3. PLACE REINFORCEMENT IN CENTER OF WALL OR NEAR EACH FACE, AS NOTED.
HOLD-DOWN SCHEDULE
MARK HOLD-DOWN
MINIMUM
FASTENERS ANCHOR POST
A LSTHD8 10d X 2-1/2"
(.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST
B STHD10 10d X 2-1/2"
(.148 X 2-1/2")STRAP 10" EMBED.(2) 2X POST
D
CS16
(11" END
LENGTHS)
10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
E MST37 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
F MST48 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
J HDU2-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
K HDU4-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
L HDU5-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)
FOUNDATION
WALL:
SB5/8X24
FOOTING:
5/8" A.B. 7" EMBED.
(2) 2X POST
N HDU11-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)1" A.B. 9" EMBED.4 X 6 POST
1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT.
2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST.
3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS.
LLLL
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
HA
R
R
I
S
A
R
C
H
I
T
E
C
T
U
R
E
M
A
D
I
S
O
N
S
Q
U
A
R
E
AP
A
R
T
M
E
N
T
S
(
R
E
X
B
U
R
G
)
--
-
--
-
--
--
01 SEP 2020
1810720
KZG
MCW
-
-
-
-
-
--
-
FO
O
T
I
N
G
A
N
D
F
O
U
N
D
A
T
I
O
N
P
L
A
N
3/16" = 1'-0"
S0-0
FOOTING AND FOUNDATION PLAN
3/16" = 1'-0"
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
CQTYP.
GX TYP.
SW
1
J
J
SW
1
J
J
SW
2
N
N
SW
1
K
K
SW
2
N
N
SW
1
K
K
SW
2
N
N
SW
1
K
K
SW
2
N
N
SW
1
K
K
SW
1
J
J
SW
1
J
J
GTTYP.
BLTYP.
2X4 DF #2 @ 8" O.C. OR 2X6 DF STUD @ 12" O.C.
2X6 DF #2 @ 8" O.C.2X6 DF #2 @ 8" O.C.
2X4 DF #2 @ 8" O.C. OR 2X6 DF STUD @ 12" O.C.
2X6 DF #2 @ 8" O.C.2X6 DF #2 @ 8" O.C.
2x4 DF STUD @ 12" O.C.
2x4 DF STUD @ 12" O.C.
2x4 DF STUD @ 12" O.C.
2x4 DF STUD @ 12" O.C.
2x4 DF STUD @ 12" O.C.
2x4 DF STUD @ 12" O.C.
HI TYP.
SHEAR WALL SCHEDULE
MARK SHEATHING EDGE
NAILING
ABUTTING
PANEL EDGE
FRAMING
ANCHORAGE
SOLE PLATE SILL PLATE
SW1 7/16"8d @ 6"2X 10d @ 6"5/8" A.B. @ 32"
SW2 7/16"8d @ 4"2X 10d @ 8"5/8" A.B. @ 32"
SW3 7/16"8d @ 3"3X or (2)2X 10d @ 12"5/8" A.B. @ 32"
1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANELS (SEE GSN).
2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C.
3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. - FIELD NAIL SPACING SHALL
BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C.
4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WITH 1-1/2" 16 GAGE STAPLES SPACED AT 3"
O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAGE STAPLES AT 12" O.C.
5. ANCHORAGE NAILS SHALL BE COMMON NAILS.
6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL
EXTEND TO WITHIN 1/2" FROM THE SHEATHING.
7. FOR SW3, SW4, SW7, AND SW8, (2) 2" NOMINAL FRAMING STITCH-NAILED TOGETHER WITH (2) 10d
NAILS @ 6" MAY BE USED AT ABUTTING PANEL EDGES IN PLACE OF 3" NOMINAL FRAMING.
HOLD-DOWN SCHEDULE
MARK HOLD-DOWN
MINIMUM
FASTENERS ANCHOR POST
A LSTHD8 10d X 2-1/2"
(.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST
B STHD10 10d X 2-1/2"
(.148 X 2-1/2")STRAP 10" EMBED.(2) 2X POST
D
CS16
(11" END
LENGTHS)
10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
E MST37 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
F MST48 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
J HDU2-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
K HDU4-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
L HDU5-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)
FOUNDATION
WALL:
SB5/8X24
FOOTING:
5/8" A.B. 7" EMBED.
(2) 2X POST
N HDU11-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)1" A.B. 9" EMBED.4 X 6 POST
1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT.
2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST.
3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS.
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
HA
R
R
I
S
A
R
C
H
I
T
E
C
T
U
R
E
M
A
D
I
S
O
N
S
Q
U
A
R
E
AP
A
R
T
M
E
N
T
S
(
R
E
X
B
U
R
G
)
--
-
--
-
--
--
01 SEP 2020
1810720
KZG
MCW
-
-
-
-
-
--
-
BA
S
E
M
E
N
T
S
H
E
A
R
W
A
L
L
P
L
A
N
3/16" = 1'-0"
S0-1
BASEMENT SHEAR WALL PLAN
3/16" = 1'-0"
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
CQTYP.
F
J
0
2
F
J
0
2
FJ 01
FJ 01
FJ 01
ZA TYP.
R TYP.
MB 01
MB 01
(FLUSH)
(FLUSH)
MB
0
2
(F
L
U
S
H
)
BEARING WALL
BEARING WALL BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALLBEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
P
0
4
MB 03
(FLUSH)
MB 04
P 06
MB 05
MB
0
6
(F
L
U
S
H
)
(DROPPED)
MB 07
(FLUSH)
ITS1.81/11.88 HANGER
OR EQUIVALENT
MB 01
MB 01
(FLUSH)
(FLUSH)
MB
0
2
(F
L
U
S
H
)
P
0
4
MB 03
(FLUSH)
MB 04
P 0
6
MB 05
MB
0
6
(F
L
U
S
H
)
(DROPPED)
ITS1.81/11.88 HANGER
OR EQUIVALENT
MB 07
(FLUSH)
MB 01
MB 01
(FLUSH)
(FLUSH)
MB
0
2
(F
L
U
S
H
)
P
0
4
MB 03
(FLUSH)
MB 04
P 0
6
MB 05
MB
0
6
(F
L
U
S
H
)
(DROPPED)
MB 07
(FLUSH)
ITS1.81/11.88 HANGER
OR EQUIVALENT
MB 08
(FLUSH)MB 09
MB
1
0
MB 11
P 03
P
0
3
MB 12
(FLUSH)
MB 13
MB 08
(FLUSH)MB 09
MB
1
0
MB 11
P 0
3
P 03
MB 12
(FLUSH)
MB 13
MB 08
(FLUSH)MB 09
MB
1
0
MB 11
P 0
3
P 03
MB 12
(FLUSH)
MB 13
MB 08
(FLUSH)MB 09
MB
1
0
MB 11
P
0
3
P
0
3
MB 12
(FLUSH)
MB 13
IA TYP.
GU TYP.
FJ
0
2
P 0
4
P
0
4
(DROPPED)(DROPPED)(DROPPED)(DROPPED)
MB 14 MB 14 MB 14
MB 15 MB 15 MB 15 MB 15 MB 15 MB 15 MB 15 MB 15
P 04
MB 14
MB 14MB 14
MB 14
MB 14MB 14
MB 14
SHEATHING SCHEDULE
TYPE THICKNESS
FLOOR 3/4" OSB (48/24 SPAN RATING)
ROOF 7/16" OSB (24/16 SPAN RATING)
1. SHEATHING PERPENDICULAR TO SUPPORTS.
2. FLOOR SHEATHING NAILED & GLUED TO SUPPORT
3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (FIELD)
4. NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE
FLOOR JOIST SCHEDULE
MARK TYPE
FJ 01 11-7/8" TJI 210 @ 16" O.C.
FJ 02 11-7/8" TJI 210 @ 12" O.C.
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED JOIST
POST SCHEDULE
MARK TYPE
P 03 (3) 2X POST
P 04 (4) 2X POST
P 06 4 X 6 POST
P 16 W10X26
P 17 W8X18
T 02 (2) TRIM
1. PARALLEL STRAND LUMBER (PSL) 1.8E
2. STEEL PIPE (PIPE STD) A53
3. STEEL HOLLOW SECTION (HSS) A500
4. STEEL COLUMNS REQUIRE BEARING PLATES
5. CONTINUE POSTS TO FDN / STRUCT MEMBER
BEAM SCHEDULE
MARK TYPE
MB 01 1-3/4 X 11-7/8 LVL
MB 02 1-3/4 X 11-7/8 LVL
MB 03 (2) 1-3/4 X 11-7/8 LVL
MB 04 (2) 2 X 6
MB 05 (2) 1-3/4 X 9-1/2 LVL
MB 06 1-3/4 X 11-7/8 LVL
MB 07 1-3/4 X 11-7/8 LVL
MB 08 1-3/4 X 11-7/8 LVL
MB 09 (2) 1-3/4 X 9-1/2 LVL
MB 10 (2) 2 X 6
MB 11 (2) 2 X 6
MB 12 (2) 1-3/4 X 11-7/8 LVL
MB 13 (2) 2 X 6
MB 14 (3) 2 X 6
MB 15 (2) 2 X 6
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. LAMINATED VENEER LUMBER (LVL) 2.0E
3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E
4. STEEL W-SHAPES A992-50
5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED BEAM
6. ALL HEADERS IN BEARING WALLS TO HAVE MIN.
(1) TRIMMER & (1) KING STUD U.N.O.
ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE
MIN. (2) 2X SUPPORTS U.N.O.
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
HA
R
R
I
S
A
R
C
H
I
T
E
C
T
U
R
E
M
A
D
I
S
O
N
S
Q
U
A
R
E
AP
A
R
T
M
E
N
T
S
(
R
E
X
B
U
R
G
)
--
-
--
-
--
--
01 SEP 2020
1810720
KZG
MCW
-
-
-
-
-
--
-
MA
I
N
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
3/16" = 1'-0"
S1-0
MAIN FLOOR FRAMING PLAN
3/16" = 1'-0"
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
CQTYP.
SW1
A A
SW
1
D
D
SW2
B B
SW2
B B
NO
H
O
L
D
-
D
O
W
N
S
R
E
Q
U
I
R
E
D
SW
1
SW2
AA
SW1
AA
SW
1
D
D
SW2
BB
SW2
BB
SW
1
B
F
SW
1
E
E
NO HOLD-DOWNS REQUIRED
SW1
FH
SW3
L L
SW2
L L
SW
1
B
F
SW
1
D
D
NO HOLD-DOWNS REQUIRED
SW1
FH
SW3
LL
SW2
LL
SW
1
B
F
SW
1
D
D
NO HOLD-DOWNS REQUIRED
SW1
FH
SW3
LL
SW2
LL
SW
1
B
F
SW
1
E
E
NO HOLD-DOWNS REQUIRED
SW1
FH
SW3
L L
SW2
L L
SW1
AA
SW1
AA
GX TYP.
SW2
B B
SW2
B B
SW
1
D
D
SW
1
D
D
GTTYP.
ADTYP.
BSTYP.BLTYP.
HTYP.
SW1
A A
NO
H
O
L
D
-
D
O
W
N
S
R
E
Q
U
I
R
E
D
SW
1
SHEAR WALL SCHEDULE
MARK SHEATHING EDGE
NAILING
ABUTTING
PANEL EDGE
FRAMING
ANCHORAGE
SOLE PLATE SILL PLATE
SW1 7/16"8d @ 6"2X 10d @ 6"5/8" A.B. @ 32"
SW2 7/16"8d @ 4"2X 10d @ 8"5/8" A.B. @ 32"
SW3 7/16"8d @ 3"3X or (2)2X 10d @ 12"5/8" A.B. @ 32"
1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANELS (SEE GSN).
2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C.
3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. - FIELD NAIL SPACING SHALL
BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C.
4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WITH 1-1/2" 16 GAGE STAPLES SPACED AT 3"
O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAGE STAPLES AT 12" O.C.
5. ANCHORAGE NAILS SHALL BE COMMON NAILS.
6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL
EXTEND TO WITHIN 1/2" FROM THE SHEATHING.
7. FOR SW3, SW4, SW7, AND SW8, (2) 2" NOMINAL FRAMING STITCH-NAILED TOGETHER WITH (2) 10d
NAILS @ 6" MAY BE USED AT ABUTTING PANEL EDGES IN PLACE OF 3" NOMINAL FRAMING.
HOLD-DOWN SCHEDULE
MARK HOLD-DOWN
MINIMUM
FASTENERS ANCHOR POST
A LSTHD8 10d X 2-1/2"
(.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST
B STHD10 10d X 2-1/2"
(.148 X 2-1/2")STRAP 10" EMBED.(2) 2X POST
D
CS16
(11" END
LENGTHS)
10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
E MST37 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
F MST48 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
J HDU2-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
K HDU4-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
L HDU5-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)
FOUNDATION
WALL:
SB5/8X24
FOOTING:
5/8" A.B. 7" EMBED.
(2) 2X POST
N HDU11-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)1" A.B. 9" EMBED.4 X 6 POST
1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT.
2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST.
3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS.
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
HA
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N
S
Q
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A
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AP
A
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(
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B
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--
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01 SEP 2020
1810720
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-
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A
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W
A
L
L
P
L
A
N
3/16" = 1'-0"
S1-1
MAIN FLOOR SHEAR WALL PLAN
3/16" = 1'-0"
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALLBEARING WALLBEARING WALLBEARING WALL
CQTYP.
DO
U
B
L
E
R
A
F
T
E
R
DO
U
B
L
E
R
A
F
T
E
R
DO
U
B
L
E
R
A
F
T
E
R
DO
U
B
L
E
R
A
F
T
E
R
DO
U
B
L
E
R
A
F
T
E
R
DO
U
B
L
E
R
A
F
T
E
R
FJ
0
2
FJ 02
FJ 02 F
J
0
2
F
J
0
1
FJ 01 FJ 01 FJ 01 FJ 01
FJ
0
1
FJ
0
1
FJ 0
1
FJ
0
1
FJ 0
1
FJ 01
R TYP.
PTYP.
UB 29
UB 10
(FLUSH)P
0
3
P
0
3
UB 01 UB 01
IY USE (2) ROWS SDW22500
SCREWS @ 16" O.C.
UB 02
(FLUSH)
UB 03
UB
0
4
UB
0
5
UB 06
UB 09 UB 09
UB 11 T
0
2
UB 12
P 0
3
IYUSE (2) ROWS SDW22500
SCREWS @ 16" O.C.
UB 02
(FLUSH)
UB 03
UB
0
4
UB
0
5
UB 10 UB 09UB 09
UB 11
T 02
(FLUSH)
UB 12
P 03
UB 01 UB 01
IY USE (2) ROWS SDW22500
SCREWS @ 16" O.C.
UB 02
(FLUSH)
UB 03
UB
0
4
UB
0
5
UB 06
UB 09 UB 09
UB 11 T 0
2
UB 12
P 0
3
IYUSE (2) ROWS SDW22500
SCREWS @ 16" O.C.
UB 02
(FLUSH)
UB 03
UB
0
4
UB
0
5
UB 10 UB 09
UB 09
UB 11
T 02
(FLUSH)
UB 12
P
0
3
CU2X6 LEDGER W/
(2) ROWS 16d
NAILS @ 16" O.C.
CU 2X6 LEDGER W/
(2) ROWS 16d
NAILS @ 16" O.C.
CU 2X6 LEDGER W/
(2) ROWS 16d
NAILS @ 16" O.C.
RB
1
8
RB 20
RB 19
STRAP DOUBLE RAFTER
TO SUPPORT WITH (1)
24" LONG CS16 STRAP
UPSIDE DOWN LUS26-2
HANGER OR EQUIVALENT
RB
1
8
RB 20
RB 19
STRAP DOUBLE RAFTER
TO SUPPORT WITH (1)
24" LONG CS16 STRAP
UPSIDE DOWN LUS26-2
HANGER OR EQUIVALENT
RB
1
8
RB 20
RB 19
STRAP DOUBLE RAFTER
TO SUPPORT WITH (1)
24" LONG CS16 STRAP
UPSIDE DOWN LUS26-2
HANGER OR EQUIVALENT
(FLUSH)
T 02
T
0
2
T
0
2
T
0
2
T
0
2
T
0
2
T 02
T
0
2
P 03
P 0
3
P 06
UB 13
(FLUSH)
UB 29
(FLUSH)P 0
6
UB 13
(FLUSH)
UB 29
(FLUSH)
P
0
6
UB 13
(FLUSH)
UB 29
(FLUSH)P 06
UB 13
(FLUSH)
PROVIDE 1.5"
BEARING FOR UB13
P 0
3
P
0
3
P 0
3
P
0
3
PROVIDE 1.5"
BEARING FOR UB13
PROVIDE 1.5"
BEARING FOR UB13
PROVIDE 1.5"
BEARING FOR UB13
UB 14
UB 15
UB
1
6
(FLUSH)
(F
L
U
S
H
)
UB 17
UB 14
UB 15
UB
1
6
(FLUSH)
(F
L
U
S
H
)
UB 18
UB 15
UB
1
6
(FLUSH)
(F
L
U
S
H
)
UB 17
P
0
4
UB 19
QO
UB
2
0
UB 21
QO
P
0
4
UB 19
QO
UB
2
0
UB 21
QO
P
0
3
P
0
4
UB 19
QO
UB
2
0
UB 21
QO
P
0
3
UB 23 UB 24UB 23 UB 23UB 24UB 25 UB 26 UB 27
IA TYP.AP TYP.
GU TYP.
UB 07
UB 28
UB 07
UB 28
P
0
3
P
0
3
P
0
3
P
0
3
P
0
3
P
0
3
ZBZB
ZC ZC
ZCZC
ZCZC
ZG ZG ZG ZG
STEEL STAIRS
BY OTHERS
STEEL STAIRS
BY OTHERS
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
R
R
0
1
RR 0
1
RR 0
1
UB 10
(FLUSH)
UB
2
2
(F
L
U
S
H
)
RB 23
RB
2
2
(BELOW)
(B
E
L
O
W
)
(BE
L
O
W
)
DROPPED BELOW
STAIR LANDING
DROPPED BELOW
STAIR LANDING
(BELOW)
(B
E
L
O
W
)
(BE
L
O
W
)
DROPPED BELOW
STAIR LANDING
DROPPED BELOW
STAIR LANDING
IE IE
IEIE
IE IE
IEIEP 03
(BELOW)
P
0
3
(
B
E
L
O
W
)
P
0
3
P
0
3
P
0
3
P
0
3
P
0
3
IY
(2) ROWS SDW22500
SCREWS @ 16" O.C.
IY
(2) ROWS SDW22500
SCREWS @ 16" O.C.
IY
(2) ROWS SDW22500
SCREWS @ 16" O.C.
IY
(2) ROWS SDW22500
SCREWS @ 16" O.C.
LF
LF
QTYP.
XH TYP.
P 1
7
P
1
7
P 1
7
P
1
7
P
1
6
P 16
P
1
6
P 1
6
P
1
6
P 16
P
1
6
P 1
6
BEAM SCHEDULE
MARK TYPE
UB 01 (2) 2 X 6
UB 02 (3) 1-3/4 X 11-7/8 LVL
UB 03 (3) 2 X 6
UB 04 W10X26
UB 05 W10X26
UB 06 W10X26
UB 07 W10X26
UB 08 (3) 2 X 6
UB 09 (2) 2 X 6
UB 10 (2) 1-3/4 X 11-7/8 LVL
UB 11 (3) 2 X 6
UB 12 (3) 2 X 6
UB 13 (3) 1-3/4 X 11-7/8 LVL
UB 14 (3) 2 X 8
UB 15 1-3/4 X 11-7/8 LVL
UB 16 1-3/4 X 11-7/8 LVL
UB 17 (2) 2 X 6
UB 18 (2) 2 X 6
UB 19 (2) 1-3/4 X 11-7/8 LVL
UB 20 (2) 2 X 6
UB 21 (2) 1-3/4 X 11-7/8 LVL
UB 22 (2) 1-3/4 X 11-7/8 LVL
UB 23 (3) 2 X 6
UB 24 (3) 2 X 8
UB 25 (3) 2 X 8
UB 26 (3) 2 X 8
UB 27 (2) 2 X 6
UB 28 W10X26
UB 29 (2) 1-3/4 X 11-7/8 LVL
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. LAMINATED VENEER LUMBER (LVL) 2.0E
3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E
4. STEEL W-SHAPES A992-50
5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED BEAM
6. ALL HEADERS IN BEARING WALLS TO HAVE MIN.
(1) TRIMMER & (1) KING STUD U.N.O.
ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE
MIN. (2) 2X SUPPORTS U.N.O.
PRE-
M
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N
U
F
A
C
T
U
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E
D
R
O
O
F
T
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S
S
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@
2
4
"
O
.
C
.
W
PR
E
-
M
A
N
U
F
A
C
T
U
R
E
D
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
SHEATHING SCHEDULE
TYPE THICKNESS
FLOOR 3/4" OSB (48/24 SPAN RATING)
ROOF 7/16" OSB (24/16 SPAN RATING)
1. SHEATHING PERPENDICULAR TO SUPPORTS.
2. FLOOR SHEATHING NAILED & GLUED TO SUPPORT
3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (FIELD)
4. NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE
FLOOR JOIST SCHEDULE
MARK TYPE
FJ 01 11-7/8" TJI 210 @ 16" O.C.
FJ 02 11-7/8" TJI 210 @ 12" O.C.
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED JOIST
POST SCHEDULE
MARK TYPE
P 03 (3) 2X POST
P 04 (4) 2X POST
P 06 4 X 6 POST
P 16 W10X26
P 17 W8X18
T 02 (2) TRIM
1. PARALLEL STRAND LUMBER (PSL) 1.8E
2. STEEL PIPE (PIPE STD) A53
3. STEEL HOLLOW SECTION (HSS) A500
4. STEEL COLUMNS REQUIRE BEARING PLATES
5. CONTINUE POSTS TO FDN / STRUCT MEMBER
WOOD TRUSS LOADS
GROUND SNOW LOAD, Pg = 50 PSF
FLAT ROOF SNOW LOAD = 35 PSF
TOP CHORD DEAD LOAD = 10 PSF
BOTTOM CHORD DEAD LOAD = 5 PSF
1. DESIGN SNOW LOADS SHALL BE IN ACCORDANCE
WITH ASCE 7-16 CHAP.7 (2018 IBC 1608.1)
ROOF RAFTER SCHEDULE
MARK TYPE
RR 01 2 X 6 @ 24" O.C.
RR 02 2 X 10 @ 24" O.C.
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED RAFTER
BEAM SCHEDULE
MARK TYPE
RB 01 (2) 2 X 6
RB 02 (3) 1-3/4 X 9-1/2 LVL
RB 03 (3) 2 X 6
RB 04 (2) 2 X 8
RB 05 W10X26
RB 06 (2) 2 X 6
RB 07 (3) 2 X 6
RB 08 W10X26
RB 09 (2) 2 X 6
RB 10 (3) 2 X 10
RB 11 (2) 2 X 6
RB 12 (3) 2 X 6
RB 13 (3) 2 X 6
RB 14 (2) 2 X 6
RB 15 (2) 2 X 6
RB 16 (2) 2 X 6
RB 17 (3) 2 X 8
RB 18 (2) 2 X 6
RB 19 (2) 2 X 6
RB 20 (2) 2 X 6
RB 21 (3) 2 X 6
RB 22 (2) 2 X 6
RB 23 (2) 2 X 6
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. LAMINATED VENEER LUMBER (LVL) 2.0E
3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E
4. STEEL W-SHAPES A992-50
5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED BEAM
6. ALL HEADERS IN BEARING WALLS TO HAVE MIN.
(1) TRIMMER & (1) KING STUD U.N.O.
ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE
MIN. (2) 2X SUPPORTS U.N.O.
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
HA
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O
N
S
Q
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AP
A
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M
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(
R
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X
B
U
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)
--
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--
-
--
--
01 SEP 2020
1810720
KZG
MCW
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F
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P
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A
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3/16" = 1'-0"
S2-0
SECOND FLOOR FRAMING PLAN
3/16" = 1'-0"
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
NO
H
O
L
D
-
D
O
W
N
S
R
E
Q
U
I
R
E
D
SW
1
NO
H
O
L
D
-
D
O
W
N
S
R
E
Q
U
I
R
E
D
SW
1
NO
H
O
L
D
-
D
O
W
N
S
R
E
Q
U
I
R
E
D
SW
1
NO
H
O
L
D
-
D
O
W
N
S
R
E
Q
U
I
R
E
D
SW
1
NO HOLD-DOWNS REQUIRED
SW1
Y
NO HOLD-DOWNS REQUIRED
SW1
Y
SW
1
D
D
SW
1
D
D
SW
1
D
D
SW
1
D
D
NO HOLD-DOWNS REQUIRED
SW1
FH
SW1
D D
SW1
D D
SW2
F F
SW2
F F
SW2
F F
SW2
F F
SW1
D D
SW1
D D
SW
1
D
D
SW
1
D
D
NO HOLD-DOWNS REQUIRED
SW1
FH
NO HOLD-DOWNS REQUIRED
SW1
Y
SW1
DD
SW1
DD
SW
1
D
D
SW
1
D
D
NO HOLD-DOWNS REQUIRED
SW1
FH
SW2
FF
SW2
FF
SW2
FF
SW2
FF
SW
1
D
D
SW
1
D
D
NO HOLD-DOWNS REQUIRED
SW1
FH
HTYP.
GTTYP.
CQTYP.
GX TYP.
EM EM
EM EM
ALIGN HOLD-DOWN
WITH WALL BELOW
ALIGN HOLD-DOWN
WITH WALL BELOW
ALIGN HOLD-DOWN
WITH WALL BELOW
ALIGN HOLD-DOWN
WITH WALL BELOWCT
CI
SHEAR WALL SCHEDULE
MARK SHEATHING EDGE
NAILING
ABUTTING
PANEL EDGE
FRAMING
ANCHORAGE
SOLE PLATE SILL PLATE
SW1 7/16"8d @ 6"2X 10d @ 6"5/8" A.B. @ 32"
SW2 7/16"8d @ 4"2X 10d @ 8"5/8" A.B. @ 32"
SW3 7/16"8d @ 3"3X or (2)2X 10d @ 12"5/8" A.B. @ 32"
1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANELS (SEE GSN).
2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C.
3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. - FIELD NAIL SPACING SHALL
BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C.
4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WITH 1-1/2" 16 GAGE STAPLES SPACED AT 3"
O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAGE STAPLES AT 12" O.C.
5. ANCHORAGE NAILS SHALL BE COMMON NAILS.
6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL
EXTEND TO WITHIN 1/2" FROM THE SHEATHING.
7. FOR SW3, SW4, SW7, AND SW8, (2) 2" NOMINAL FRAMING STITCH-NAILED TOGETHER WITH (2) 10d
NAILS @ 6" MAY BE USED AT ABUTTING PANEL EDGES IN PLACE OF 3" NOMINAL FRAMING.
HOLD-DOWN SCHEDULE
MARK HOLD-DOWN
MINIMUM
FASTENERS ANCHOR POST
A LSTHD8 10d X 2-1/2"
(.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST
B STHD10 10d X 2-1/2"
(.148 X 2-1/2")STRAP 10" EMBED.(2) 2X POST
D
CS16
(11" END
LENGTHS)
10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
E MST37 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
F MST48 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
J HDU2-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
K HDU4-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
L HDU5-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)
FOUNDATION
WALL:
SB5/8X24
FOOTING:
5/8" A.B. 7" EMBED.
(2) 2X POST
N HDU11-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)1" A.B. 9" EMBED.4 X 6 POST
1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT.
2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST.
3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS.
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
HA
R
R
I
S
A
R
C
H
I
T
E
C
T
U
R
E
M
A
D
I
S
O
N
S
Q
U
A
R
E
AP
A
R
T
M
E
N
T
S
(
R
E
X
B
U
R
G
)
--
-
--
-
--
--
01 SEP 2020
1810720
KZG
MCW
-
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-
--
-
SE
C
O
N
D
F
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O
O
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S
H
E
A
R
W
A
L
L
P
L
A
N
3/16" = 1'-0"
S2-1
SECOND FLOOR SHEAR WALL PLAN
3/16" = 1'-0"
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
GIRDER TRUSS
GIRDER TRUSS
GIRDER TRUSS
GIRDER TRUSS
GIRDER TRUSS
GIRDER TRUSSGIRDER TRUSS
BEARING WALL BEARING WALLBEARING WALL
CQTYP.
BEARING WALL
FJ 02
FJ
0
2
FJ
0
1
FJ 01
P
R
E
-
M
A
N
U
F
A
C
T
U
R
E
D
R
O
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
PR
E
-
M
A
N
U
F
A
C
T
U
R
E
D
R
O
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
P
R
E
-
M
A
N
U
F
A
C
T
U
R
E
D
R
O
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
R TYP.
P TYP.
RR 01
RR 0
1
RR 0
1
FJ 01 FJ 01 FJ 01 FJ 01
RB 11 RB 11
RB
1
2
RB
1
2
RB
1
3
RB 14
HANG RB13 FROM GIRDER
TRUSS WITH UPSIDE DOWN
HUC26-3 (MAX 10d NAILING)
HANGER OR EQUIVALENT.
DESIGN FOR POINT LOAD:
SNOW: 55#
DEAD: -350#
(MAX UPLIFT: 1340#)
HANG RB12 FROM GIRDER TRUSS WITH
UPSIDE DOWN HUC26-3 (MAX 16d
NAILING) HANGER OR EQUIVALENT.
DESIGN FOR POINT LOAD:
SNOW: 55#
DEAD: -350#
(MAX UPLIFT: 1730#)
HUC26-2 HANGER OR
EQUIVALENT
HANG RB12 FROM GIRDER
TRUSS WITH UPSIDE DOWN
HUC26-3 (MAX 16d NAILING)
HANGER OR EQUIVALENT.
DESIGN FOR POINT LOAD:
SNOW: 55#
DEAD: -350#
(MAX UPLIFT: 1730#)
UPSIDE DOWN HUC26-3
HANGER OR EQUIVALENT
UPSIDE DOWN HUC26-3
HANGER OR EQUIVALENT
RB 15
RB 11RB 11
RB
1
2
RB
1
2
RB
1
3
RB 14
HANG RB12 FROM GIRDER TRUSS WITH
UPSIDE DOWN HUC26-3 (MAX 16d
NAILING) HANGER OR EQUIVALENT.
DESIGN FOR POINT LOAD:
SNOW: 55#
DEAD: -350#
(MAX UPLIFT: 1730#)
HUC26-2 HANGER OR
EQUIVALENT
HANG RB12 FROM GIRDER
TRUSS WITH UPSIDE DOWN
HUC26-3 (MAX 16d NAILING)
HANGER OR EQUIVALENT.
DESIGN FOR POINT LOAD:
SNOW: 55#
DEAD: -350#
(MAX UPLIFT: 1730#)
UPSIDE DOWN HUC26-3
HANGER OR EQUIVALENT
UPSIDE DOWN HUC26-3
HANGER OR EQUIVALENT
RB 21
RB 11
RB
1
2
RB
1
2
RB 14
HANG RB13 FROM GIRDER
TRUSS WITH UPSIDE DOWN
HUC26-3 (MAX 10d NAILING)
HANGER OR EQUIVALENT.
DESIGN FOR POINT LOAD:
SNOW: 55#
DEAD: -350#
(MAX UPLIFT: 1340#)
HANG RB12 FROM GIRDER TRUSS WITH
UPSIDE DOWN HUC26-3 (MAX 16d
NAILING) HANGER OR EQUIVALENT.
DESIGN FOR POINT LOAD:
SNOW: 55#
DEAD: -350#
(MAX UPLIFT: 1730#)
HANG RB12 FROM GIRDER
TRUSS WITH UPSIDE DOWN
HUC26-3 (MAX 16d NAILING)
HANGER OR EQUIVALENT.
DESIGN FOR POINT LOAD:
SNOW: 55#
DEAD: -350#
(MAX UPLIFT: 1730#)
UPSIDE DOWN HUC26-3
HANGER OR EQUIVALENT
UPSIDE DOWN HUC26-3
HANGER OR EQUIVALENT
RB 15
HUC26-2 HANGER OR
EQUIVALENT
RB 16 RB 16 RB 16 RB 16RB 17 RB 17
Q TYP.
GU TYP.
AP TYP.IA TYP.
F TYP.
UB 01 UB 01
IY USE (2) ROWS SDW22500
SCREWS @ 16" O.C.
UB 02
(FLUSH)
UB 03
UB
0
4
UB
0
5
UB 06
UB 08
(DROPPED)
UB 10UB 09 UB 09
BEARING WALL
UB 11 T 0
2
(FLUSH)
UB 12
IYUSE (2) ROWS SDW22500
SCREWS @ 16" O.C.
UB 02
(FLUSH)
UB 03
UB
0
4
UB
0
5
UB 08
(DROPPED)
UB 10 UB 09UB 09
UB 11
T 02
(FLUSH)
UB 12
BEARING WALL
UB 01UB 01
IYUSE (2) ROWS SDW22500
SCREWS @ 16" O.C.
UB 02
(FLUSH)
UB 03
UB
0
4
UB
0
5
UB 06
UB 08
(DROPPED)
UB 10 UB 09UB 09
BEARING WALL
UB 11
T 02
(FLUSH)
UB 12
P 04
IY USE (2) ROWS SDW22500
SCREWS @ 16" O.C.
UB 02
(FLUSH)
UB 03
UB
0
4
UB
0
5
UB 08
(DROPPED)
UB 10UB 09 UB 09
UB 11 T
0
2
(FLUSH)
UB 12
P
0
4
BEARING WALL
HANG RB13 FROM GIRDER
TRUSS WITH UPSIDE DOWN
HUC26-3 (MAX 10d NAILING)
HANGER OR EQUIVALENT.
DESIGN FOR POINT LOAD:
SNOW: 55#
DEAD: -350#
(MAX UPLIFT: 1340#)
UB 07
UB 28
UB 07
UB 28
P
0
3
P
0
3
P
0
3
P
0
3
P
0
3
P
0
3
ZBZB
ZC ZC
ZCZC
ZC ZC
ZG ZG ZG ZG
STEEL STAIRS
BY OTHERS
STEEL STAIRS
BY OTHERS
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZD
ZF ZF ZF
XH TYP.
EM EMEMEM
(STRUCTURAL FASCIA)(STRUCTURAL FASCIA)(STRUCTURAL FASCIA)(STRUCTURAL FASCIA)(STRUCTURAL FASCIA)
RB 11
(STRUCTURAL FASCIA)RB
1
3
BETWEEN BOTTOM
AND MIDDLE MOMENT
FRAME BEAMS
BETWEEN BOTTOM
AND MIDDLE MOMENT
FRAME BEAMS
DROPPED BELOW
STAIR LANDING
DROPPED BELOW
STAIR LANDING
BETWEEN BOTTOM
AND MIDDLE MOMENT
FRAME BEAMS
BETWEEN BOTTOM
AND MIDDLE MOMENT
FRAME BEAMS
DROPPED BELOW
STAIR LANDING
DROPPED BELOW
STAIR LANDING
P 03
IE IE
IEIE
IE IE
IEIE P 03
P 1
7
P
1
7
P 17
P
1
7
P
1
6
P 16
P
1
6
P 1
6
P
1
6
P 16
P
1
6
P 1
6
BEAM SCHEDULE
MARK TYPE
UB 01 (2) 2 X 6
UB 02 (3) 1-3/4 X 11-7/8 LVL
UB 03 (3) 2 X 6
UB 04 W10X26
UB 05 W10X26
UB 06 W10X26
UB 07 W10X26
UB 08 (3) 2 X 6
UB 09 (2) 2 X 6
UB 10 (2) 1-3/4 X 11-7/8 LVL
UB 11 (3) 2 X 6
UB 12 (3) 2 X 6
UB 13 (3) 1-3/4 X 11-7/8 LVL
UB 14 (3) 2 X 8
UB 15 1-3/4 X 11-7/8 LVL
UB 16 1-3/4 X 11-7/8 LVL
UB 17 (2) 2 X 6
UB 18 (2) 2 X 6
UB 19 (2) 1-3/4 X 11-7/8 LVL
UB 20 (2) 2 X 6
UB 21 (2) 1-3/4 X 11-7/8 LVL
UB 22 (2) 1-3/4 X 11-7/8 LVL
UB 23 (3) 2 X 6
UB 24 (3) 2 X 8
UB 25 (3) 2 X 8
UB 26 (3) 2 X 8
UB 27 (2) 2 X 6
UB 28 W10X26
UB 29 (2) 1-3/4 X 11-7/8 LVL
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. LAMINATED VENEER LUMBER (LVL) 2.0E
3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E
4. STEEL W-SHAPES A992-50
5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED BEAM
6. ALL HEADERS IN BEARING WALLS TO HAVE MIN.
(1) TRIMMER & (1) KING STUD U.N.O.
ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE
MIN. (2) 2X SUPPORTS U.N.O.
SHEATHING SCHEDULE
TYPE THICKNESS
FLOOR 3/4" OSB (48/24 SPAN RATING)
ROOF 7/16" OSB (24/16 SPAN RATING)
1. SHEATHING PERPENDICULAR TO SUPPORTS.
2. FLOOR SHEATHING NAILED & GLUED TO SUPPORT
3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (FIELD)
4. NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE
FLOOR JOIST SCHEDULE
MARK TYPE
FJ 01 11-7/8" TJI 210 @ 16" O.C.
FJ 02 11-7/8" TJI 210 @ 12" O.C.
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED JOIST
POST SCHEDULE
MARK TYPE
P 03 (3) 2X POST
P 04 (4) 2X POST
P 06 4 X 6 POST
P 16 W10X26
P 17 W8X18
T 02 (2) TRIM
1. PARALLEL STRAND LUMBER (PSL) 1.8E
2. STEEL PIPE (PIPE STD) A53
3. STEEL HOLLOW SECTION (HSS) A500
4. STEEL COLUMNS REQUIRE BEARING PLATES
5. CONTINUE POSTS TO FDN / STRUCT MEMBER
WOOD TRUSS LOADS
GROUND SNOW LOAD, Pg = 50 PSF
FLAT ROOF SNOW LOAD = 35 PSF
TOP CHORD DEAD LOAD = 10 PSF
BOTTOM CHORD DEAD LOAD = 5 PSF
1. DESIGN SNOW LOADS SHALL BE IN ACCORDANCE
WITH ASCE 7-16 CHAP.7 (2018 IBC 1608.1)
ROOF RAFTER SCHEDULE
MARK TYPE
RR 01 2 X 6 @ 24" O.C.
RR 02 2 X 10 @ 24" O.C.
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED RAFTER
BEAM SCHEDULE
MARK TYPE
RB 01 (2) 2 X 6
RB 02 (3) 1-3/4 X 9-1/2 LVL
RB 03 (3) 2 X 6
RB 04 (2) 2 X 8
RB 05 W10X26
RB 06 (2) 2 X 6
RB 07 (3) 2 X 6
RB 08 W10X26
RB 09 (2) 2 X 6
RB 10 (3) 2 X 10
RB 11 (2) 2 X 6
RB 12 (3) 2 X 6
RB 13 (3) 2 X 6
RB 14 (2) 2 X 6
RB 15 (2) 2 X 6
RB 16 (2) 2 X 6
RB 17 (3) 2 X 8
RB 18 (2) 2 X 6
RB 19 (2) 2 X 6
RB 20 (2) 2 X 6
RB 21 (3) 2 X 6
RB 22 (2) 2 X 6
RB 23 (2) 2 X 6
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. LAMINATED VENEER LUMBER (LVL) 2.0E
3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E
4. STEEL W-SHAPES A992-50
5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED BEAM
6. ALL HEADERS IN BEARING WALLS TO HAVE MIN.
(1) TRIMMER & (1) KING STUD U.N.O.
ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE
MIN. (2) 2X SUPPORTS U.N.O.
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
HA
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AP
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(
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B
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01 SEP 2020
1810720
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P
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A
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3/16" = 1'-0"
S3-0
THIRD FLOOR/LOWER ROOF FRAMING PLAN
3/16" = 1'-0"
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
SW
1
D
D
SW
1
D
D
NO
H
O
L
D
-
D
O
W
N
S
R
E
Q
U
I
R
E
D
SW
1
SW
1
D
D
SW1
D D
SW1
D D
SW1
D D
SW1
D D
NO HOLD-DOWNS REQUIRED
SW1
FH
NO HOLD-DOWNS REQUIRED
SW1
FH
EM
EM
SW
1
D
D
SW
1
D
D
NO
H
O
L
D
-
D
O
W
N
S
R
E
Q
U
I
R
E
D
SW
1
SW
1
D
D
SW1
D D
SW1
D D
SW1
D D
SW1
D D
NO HOLD-DOWNS REQUIRED
SW1
FH
NO HOLD-DOWNS REQUIRED
SW1
FH
EM
EM
GT TYP.
HTYP.
GX TYP.
SHEAR WALL SCHEDULE
MARK SHEATHING EDGE
NAILING
ABUTTING
PANEL EDGE
FRAMING
ANCHORAGE
SOLE PLATE SILL PLATE
SW1 7/16"8d @ 6"2X 10d @ 6"5/8" A.B. @ 32"
SW2 7/16"8d @ 4"2X 10d @ 8"5/8" A.B. @ 32"
SW3 7/16"8d @ 3"3X or (2)2X 10d @ 12"5/8" A.B. @ 32"
1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANELS (SEE GSN).
2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C.
3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. - FIELD NAIL SPACING SHALL
BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C.
4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WITH 1-1/2" 16 GAGE STAPLES SPACED AT 3"
O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAGE STAPLES AT 12" O.C.
5. ANCHORAGE NAILS SHALL BE COMMON NAILS.
6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL
EXTEND TO WITHIN 1/2" FROM THE SHEATHING.
7. FOR SW3, SW4, SW7, AND SW8, (2) 2" NOMINAL FRAMING STITCH-NAILED TOGETHER WITH (2) 10d
NAILS @ 6" MAY BE USED AT ABUTTING PANEL EDGES IN PLACE OF 3" NOMINAL FRAMING.
HOLD-DOWN SCHEDULE
MARK HOLD-DOWN
MINIMUM
FASTENERS ANCHOR POST
A LSTHD8 10d X 2-1/2"
(.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST
B STHD10 10d X 2-1/2"
(.148 X 2-1/2")STRAP 10" EMBED.(2) 2X POST
D
CS16
(11" END
LENGTHS)
10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
E MST37 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
F MST48 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST
J HDU2-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
K HDU4-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)5/8" A.B. 5" EMBED.(2) 2X POST
L HDU5-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)
FOUNDATION
WALL:
SB5/8X24
FOOTING:
5/8" A.B. 7" EMBED.
(2) 2X POST
N HDU11-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)1" A.B. 9" EMBED.4 X 6 POST
1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT.
2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST.
3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS.
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
HA
R
R
I
S
A
R
C
H
I
T
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C
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A
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AP
A
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(
R
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X
B
U
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)
--
-
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01 SEP 2020
1810720
KZG
MCW
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-
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W
A
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L
3/16" = 1'-0"
S3-1
THIRD FLOOR SHEAR WALL
3/16" = 1'-0"
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
GIRDER TRUSS
GI
R
D
E
R
T
R
U
S
S
GI
R
D
E
R
T
R
U
S
S
GIRDER TRUSS
GI
R
D
E
R
T
R
U
S
S
GI
R
D
E
R
T
R
U
S
S
GIRDER TRUSS
PRE
-
M
A
N
U
F
A
C
T
U
R
E
D
R
O
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
P
R
E
-
M
A
N
U
F
A
C
T
U
R
E
D
R
O
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
RR
0
1
RR 01
RR 02
RB 01 RB 01 RB 01RB 01 RR
0
2RR 02 RR
0
2
RB 02
(BOTTOM OF BEAM FLUSH
WITH BOTTOM OF TRUSSES)
RB 02
(BOTTOM OF BEAM FLUSH
WITH BOTTOM OF TRUSSES)
RB 02
(BOTTOM OF BEAM FLUSH
WITH BOTTOM OF TRUSSES)
RB 02
(BOTTOM OF BEAM FLUSH
WITH BOTTOM OF TRUSSES)RB 03 RB 03 RB 03 RB 03
RB
0
4
RB
0
4
RB
0
4
RB
0
4
RB
0
5
RB
0
5
RB 06
RB
0
7
RB
0
7
(A
B
O
V
E
)
(A
B
O
V
E
)
RB 06
DO
U
B
L
E
R
A
F
T
E
R
DO
U
B
L
E
R
A
F
T
E
R
RB
0
5
RB
0
5
RB 06
RB
0
7
RB
0
7
(A
B
O
V
E
)
(A
B
O
V
E
)
RB 06
HANG RB07 FROM GIRDER TRUSS WITH
HUC26-3 HANGER OR EQUIVALENT.
DESIGN GIRDER TRUSS FOR POINT LOAD:
SNOW: 160#
DEAD: -80#
(MAXIMUM UPLIFT: 405#)
HANG RB07 FROM GIRDER TRUSS WITH
HUC26-3 HANGER OR EQUIVALENT.
DESIGN GIRDER TRUSS FOR POINT LOAD:
SNOW: 160#
DEAD: -80#
(MAXIMUM UPLIFT: 405#)
HANG RB07 FROM GIRDER TRUSS WITH
HUC26-3 HANGER OR EQUIVALENT.
DESIGN GIRDER TRUSS FOR POINT LOAD:
SNOW: 160#
DEAD: -80#
(MAXIMUM UPLIFT: 405#)
HANG RB07 FROM GIRDER TRUSS WITH
HUC26-3 HANGER OR EQUIVALENT.
DESIGN GIRDER TRUSS FOR POINT LOAD:
SNOW: 160#
DEAD: -80#
(MAXIMUM UPLIFT: 405#)
HANG DOUBLE RAFTERS FROM GIRDER TRUSS
WITH HUC26-2 HANGER OR EQUIVALENT.
DESIGN GIRDER TRUSS FOR POINT LOAD:
SNOW: 160#
DEAD: 35#
(MAXIMUM UPLIFT: 100#)
HANG DOUBLE RAFTERS FROM GIRDER TRUSS
WITH HUC26-2 HANGER OR EQUIVALENT.
DESIGN GIRDER TRUSS FOR POINT LOAD:
SNOW: 160#
DEAD: 35#
(MAXIMUM UPLIFT: 100#)
RB 08
T
0
2
T
0
2
RB 09RB 09 RB 10 RB 10
T
0
2
T 0
2
RB 09RB 09 RB 10 RB 10
IA TYP.Q TYP.AP TYP.
F TYP.
GU TYP.
RB 08
DO
U
B
L
E
R
A
F
T
E
R
DO
U
B
L
E
R
A
F
T
E
R
HUC26-2 HANGER
OR EQUIVALENT
UPSIDE DOWN
HUC26-2 HANGER
OR EQUIVALENT
UPSIDE DOWN LUS26-3
HANGER OR EQUIVALENT
UPSIDE DOWN LUS26-3
HANGER OR EQUIVALENT
UPSIDE DOWN LUS26-3
HANGER OR EQUIVALENT
UPSIDE DOWN LUS26-3
HANGER OR EQUIVALENT
HUC26-2 HANGER WITH (4) 1" LAP
JOINT FILLET WELDS OR EQUIVALENT.
HUC26-2 HANGER WITH (4) 1" LAP
JOINT FILLET WELDS OR EQUIVALENT.
HUC26-2 HANGER WITH (4) 1" LAP
JOINT FILLET WELDS OR EQUIVALENT.
HUC26-2 HANGER WITH (4) 1" LAP
JOINT FILLET WELDS OR EQUIVALENT.
ZDZD ZDZD
ZD ZDZDZD
ZFZF
XHTYP.
PRE
-
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U
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U
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E
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@
2
4
"
O
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P
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-
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@
2
4
"
O
.
C
.
EM
EM
EM EM
IY
(3) ROWS SDW22500
SCREWS @ 12" O.C.
IY
(3) ROWS SDW22500
SCREWS @ 12" O.C.
IY
(3) ROWS SDW22500
SCREWS @ 12" O.C.
IY
(3) ROWS SDW22500
SCREWS @ 12" O.C.
(STRUCTURAL FASCIA)(STRUCTURAL FASCIA)
P 1
7
P
1
7
P 1
7
P
1
7
P
1
6
P 16
P 16
P
1
6
P
1
6
P 16
P 16
P
1
6
WOOD TRUSS LOADS
GROUND SNOW LOAD, Pg = 50 PSF
FLAT ROOF SNOW LOAD = 35 PSF
TOP CHORD DEAD LOAD = 10 PSF
BOTTOM CHORD DEAD LOAD = 5 PSF
1. DESIGN SNOW LOADS SHALL BE IN ACCORDANCE
WITH ASCE 7-16 CHAP.7 (2018 IBC 1608.1)
SHEATHING SCHEDULE
TYPE THICKNESS
FLOOR 3/4" OSB (48/24 SPAN RATING)
ROOF 7/16" OSB (24/16 SPAN RATING)
1. SHEATHING PERPENDICULAR TO SUPPORTS.
2. FLOOR SHEATHING NAILED & GLUED TO SUPPORT
3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (FIELD)
4. NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE ROOF RAFTER SCHEDULE
MARK TYPE
RR 01 2 X 6 @ 24" O.C.
RR 02 2 X 10 @ 24" O.C.
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED RAFTER
POST SCHEDULE
MARK TYPE
P 03 (3) 2X POST
P 04 (4) 2X POST
P 06 4 X 6 POST
P 16 W10X26
P 17 W8X18
T 02 (2) TRIM
1. PARALLEL STRAND LUMBER (PSL) 1.8E
2. STEEL PIPE (PIPE STD) A53
3. STEEL HOLLOW SECTION (HSS) A500
4. STEEL COLUMNS REQUIRE BEARING PLATES
5. CONTINUE POSTS TO FDN / STRUCT MEMBER
BEAM SCHEDULE
MARK TYPE
RB 01 (2) 2 X 6
RB 02 (3) 1-3/4 X 9-1/2 LVL
RB 03 (3) 2 X 6
RB 04 (2) 2 X 8
RB 05 W10X26
RB 06 (2) 2 X 6
RB 07 (3) 2 X 6
RB 08 W10X26
RB 09 (2) 2 X 6
RB 10 (3) 2 X 10
RB 11 (2) 2 X 6
RB 12 (3) 2 X 6
RB 13 (3) 2 X 6
RB 14 (2) 2 X 6
RB 15 (2) 2 X 6
RB 16 (2) 2 X 6
RB 17 (3) 2 X 8
RB 18 (2) 2 X 6
RB 19 (2) 2 X 6
RB 20 (2) 2 X 6
RB 21 (3) 2 X 6
RB 22 (2) 2 X 6
RB 23 (2) 2 X 6
1. DIMENSIONAL LUMBER DF #2 U.N.O.
2. LAMINATED VENEER LUMBER (LVL) 2.0E
3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E
4. STEEL W-SHAPES A992-50
5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR
THE SPECIFIED BEAM
6. ALL HEADERS IN BEARING WALLS TO HAVE MIN.
(1) TRIMMER & (1) KING STUD U.N.O.
ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE
MIN. (2) 2X SUPPORTS U.N.O.
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
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1810720
KZG
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3/16" = 1'-0"
S4-0
UPPER ROOF FRAMING
3/16" = 1'-0"
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
DE
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FOUNDATION WALL - CONCRETE LINTEL
NO SCALEE
NOTE: EXTEND REINFORCEMENT 24" BEYOND OPENING
ON EACH SIDE. WHERE SPACE IS LIMITED, EXTEND
12" BEYOND OPENING WITH 90° HOOK.
6'-0" MAX OPENING
24" (SEE NOTE)
(1) #4 BAR
(2) #4 BARS
2" COVER
2"
C
O
V
E
R
8" MIN.
2"
F
O
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E
A
C
H
FO
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O
F
OP
E
N
I
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G
(6
"
M
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.
)
3"
M
I
N
.
(1) #4 BAR
SUPPORT OVER-BUILD ON FULL WIDTH
OR MULTIPLE 2X LEDGER FASTEN TO
LOWER FRAMING WITH (4) 10dX3" NAILS
@ EACH TRUSS OR RAFTER BELOW
LOWER ROOF FRAMING
OR WOOD TRUSSES
RIDGE OR HIP BEAM
(SEE TABLE)
OVER-BUILD RAFTERS (SEE
TABLE) OR WOOD TRUSS
@ 24" O.C. U.N.O.
PROVIDE ROOF
SHEATHING ON LOWER
ROOF (SEE SHEATHING
SCHEDULE)
FLAT ROOF SNOW LOAD KICKER SIZE RAFTER SIZE RIDGE BEAM SIZE
0-40 PSF 2X4 2X4 2X6
40-80 PSF 2X6 2X4 2X6
80-120 PSF*(2) 2X4 2X6 2X8
1.SUPPORT ALL RAFTERS AND RIDGE BEAMS WITH KICKERS SPACED AT 48" O.C. MAX. SUPPORT
KICKERS ON FRAMING BELOW.
*2. FOR SNOW LOADS OF 80-120PSF, ATTACH EACH KICKER TO FRAMING BELOW WITH (1) A35 CLIP.
ATTACH RAFTER TO LEDGER
WITH (3) 10d TOE NAILS
ROOF FRAMING - OVER BUILD FRAMING
NO SCALEF
2X KICKERS (SEE TABLE)
ATTACH KICKERS TO FRAMING
BELOW WITH (3) 10d TOE NAILS
HOLD-DOWN - FLOOR STRAP
EN
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EN
D
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E
N
G
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CL
E
A
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P
A
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POST (SEE HOLD-DOWN SCHEDULE)
FLOOR-TO-FLOOR STRAP (SEE
HOLD-DOWN SCHEDULE)
PROVIDE MINIMUM
1-5/8" TO FIRST NAIL
PROVIDE MAX NAILING IN
EACH END LENGTH (SEE
HOLD-DOWN SCHEDULE
FOR FASTENER TYPE)
NAILS NOT REQUIRED
IN CLEAR SPAN
PROVIDE EQUAL
END LENGTHS
NO SCALEH BEARING WALL - EXTERIOR TO FLOOR(150 PLF UNIT SHEAR)
NO SCALEP
SOLID BLOCKING AT WALL
SHEATHING PANEL EDGES
2X DOUBLE TOP PLATE
(2) 8d NAILS EACH JOIST
10dX3" @ 6" O.C.
PANEL EDGE NAILING
TO RIM BOARD
RIM BOARD
SHEATHING CONTINUOUS
ACROSS JOISTS OR LTP4
PLATE EVERY 24" O.C. ALONG
PANEL JOINTS
2X STUD WALL
SOLE PLATE (BOTTOM PLATE)
SOLE PLATE NAILING
PROVIDE FULL-HEIGHT BLOCKING @
48" O.C. IN FIRST TWO BAYS WHEN
JOISTS ARE PARALLEL TO WALL OR
PROVIDE GYPSUM BOARD TO FLOOR
ASSEMBLY
PROVIDE MINIMUM JOIST BEARING (SEE
MANUFACTURER)
FLOOR JOISTS
(SEE STRUCTURAL)
FLOOR SHEATHING
ROOF RAFTER
WOOD TRUSS
H2.5A AT EACH
RAFTER BEARING
ROOF RAFTER
(SEE STRUCTURAL)
DIAPHRAGM
BOUNDARY NAILING
FULL-HEIGHT SOLID BLOCKING
(EVERY THIRD BLOCK MAY BE
TURNED FLATWISE FOR
VENTILATION)
NO SCALE
ROOF FRAMING - BLOCKING (150 PLF UNIT SHEAR)Q
MULTI-PLY TRUSS TO TOP PLATE
CONNECTION
TRUSS UPLIFT TIE-DOWN
<520 LB (2) H2.5A
<650 LB SDWC15600 SCREW
<1040 LB H10A OR H10A-2
<1310 LB HTS16
UPLIFTS TO BE PROVIDED BY TRUSS
MANUFACTURER
UPLIFT CAPACITIES ARE BASED ON
DOUGLAS FIR
H1 OR SDWC15600 AT EACH SINGLE
TRUSS BEARING
(SEE TABLE FOR MULTI-PLY TRUSSES.)
WOOD TRUSS
DIAPHRAGM
BOUNDARY NAILING
10dx3" @ 6" O.C.
FULL-HEIGHT SOLID BLOCKING OR
PREFABRICATED TRUSS BLOCKING
(FOR SOLID BLOCKS, EVERY THIRD
BLOCK MAY BE TURNED FLATWISE
FOR VENTILATION)
VPA CONNECTOR
OR
ATTACH RAFTER TO BEVELED PLATE WITH
(3) 10d NAILS AT EACH RAFTER (BEVELED
PLATE TO TOP PLATE NAILING TO MATCH
DOUBLE TOP PLATE NAILING)
WEB STIFFENERS REQUIRED
FOR I-JOIST RAFTERS
A35 OR RBC CLIP AT EACH BLOCK
FLOOR SHEATHING (SEE
FLOOR SHEATHING
SCHEDULE)
FLOOR JOISTS (SEE STRUCTURAL)
FULL-HEIGHT BLOCKING
BETWEEN JOISTS OR WOOD
TRUSSES
DOUBLE TOP PLATE
NO SCALER
BEARING WALL - INTERIOR TO FLOOR
NO SCALES
FOUNDATION WALL
CORNER DOWELS TYP. @
FOOTINGS & FOUNDATION
CORNER INTERSECTION
REQUIRED LAP LENGTH
CONCRETE
12 BAR DIA.
40 BAR DIA.
HORIZONTAL REINFORCING AS
CALLED OUT IN GENERAL
STRUCTURAL NOTES OR
STRUCTURAL DRAWINGS
HOOK
TYPE
SPLICE
HO
O
K
12"
24"
MASONRY
20 BAR DIA.
48 BAR DIA.
MIN.
SPLICE
FOUNDATION WALL - CORNER & INTERSECTION
REINFORCING
SE
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3"
C
L
R
.
3"
2X STUD WALL
ANCHOR BOLT (SEE SHEAR
WALL SCHEDULE FOR SPACING)
WITH 3X3X0.229" PL WASHER
CONCRETE SLAB
ROUGHENED SURFACE WITH
1/4" MIN. IRREGULARITIES
DOWELS TO MATCH
VERTICAL WALL
REINFORCING
CONCRETE FOOTING
(SEE STRUCTURAL)
SHEATHING (SEE SHEAR
WALL SCHEDULE)
2X TREATED SILL PLATE
FOUNDATION WALL - SLAB ON GRADE
NO SCALEV
CONCRETE FOUNDATION
WALL (SEE STRUCTURAL)
TRUSSES
A35 CLIPS
WALL SHEATHING
2X BLOCKING (A35 AND 2X BLOCKING NOT
REQUIRED WHERE HANGER ATTACHES
TO RIM BOARD OR 2X MEMBER)
2X WALL STUD
2X STUD WALL
A35 CLIP
2X BLOCKING (NOT REQUIRED
WHERE HANGER ATTACHES TO
BEAM OR RIM BOARD)
TRUSS HANGER
(SEE MANUFACTURER)
TRUSS BOTTOM
CHORD
2X BLOCKING
BETWEEN TRUSSES
ROOF SHEATHING
(SEE STRUCTURAL)
TRUSS TOP
CHORD
WOOD TRUSS - WALL/BEAM
NO SCALEW
PLAN VIEW
SECTION HOLD-DOWN (SEE
STRUCTURAL)
SEE SHEAR WALL SCHEDULE FOR
ANCHOR BOLTS SIZE AND SPACING
ADDITIONAL STRAPPING AND BLOCKING
AROUND OPENINGS ARE NOT REQUIRED.
WINDOW OPENING
(WHERE OCCURS)
DOOR OPENING
(WHERE OCCURS)
PROVIDE EDGE
NAILING ALONG
FULL HEIGHT OF
HOLD-DOWN POST
SEE STRUCTURAL PLAN FOR SHEAR WALL EXTENT AND REQUIREMENTS
SHEAR WALL - PERFORATED
NO SCALEY
POST
(SEE HOLD-DOWN SCHEDULE)
EMBEDDED FOUNDATION STRAP
(SEE HOLD-DOWN SCHEDULE)
RIM BOARD
WHERE OCCURS
CL
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"
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HORIZONTAL
REINFORCEMENT AT
TOP OF FOUNDATION
(SEE FOUNDATION
WALL SCHEDULE)
1/2" MIN.
FROM
CORNER
HOLD-DOWN - FOUNDATION STRAP
NO SCALEAD
4" TYP.
1"
T
Y
P
.
4'-0"
MINIMUM BETWEEN SPLICES
TOP PLATE TO LOWER PLATE:
12 - 16d NAILS (2 ROWS OF 6)
LOWER PLATE TO TOP OF STUDS:
2 - 16d NAILS AT EACH STUD
8'-0" MINIMUM TO NEXT LAP
NOTE: WHERE DOUBLE TOP PLATE IS
CUT DUE TO INTERSECTING BEAMS,
WALLS, ETC. PROVIDE (2) CS16 STRAPS
ACROSS CUT WITH 12" END LENGTHS
DIAPHRAGM - TOP PLATE SPLICE
NO SCALEAP
NOTE: FASTENERS IN
PRESERVATIVE-TREATED AND
FIRE-RETARDANT-TREATED
WOOD SHALL BE OF HOT DIPPED
ZINC-COATED GALVANIZED
STEEL, STAINLESS STEEL,
SILICON BRONZE OR COPPER
ANCHORAGE DEVICE
(SEE HOLD-DOWN
SCHEDULE)
ANCHOR BOLT (SEE HOLD-DOWN
SCHEDULE FOR BOLT DIAMETER AND
EMBEDMENT LENGTH)
POST (SEE
HOLD-DOWN
SCHEDULE)
HOLD-DOWN
NO SCALEBL
LE
N
G
T
H
8" MIN.
MINIMUM EDGE
DISTANCE
HOLD-DOWN
(MAY BE PLACED ABOVE FLOOR
JOISTS USING COUPLER NUT
AND EXTENSION ROD)
DRILL AND EPOXY A36 THREADED ROD
(SEE TABLE FOR DIAMETER, EMBEDMENT
LENGTH AND MINIMUM EDGE DISTANCE)
FOUNDATION WALL
NOTES:
1. EPOXY SHALL BE SIMPSON SET-XP OR
EQUIVALENT. SEE MANUFACTURER FOR
INSTALLATION REQUIREMENTS.
2. ALL PRODUCTS ARE SIMPSON
DESIGNATIONS, EQUIVALENT ANCHORS
AND HOLD-DOWNS ARE PERMITTED.
EPOXY RETROFIT FOR MISPLACED STHD
REPLACEMENT EPOXY ANCHORREPLACEMENT
HOLD-DOWN
SPECIFIED
STRAP DIA.LENGTH MIN. EDGE DIST.
HDU2 5/8"8"1-3/4"LSTHD8
HDU4 5/8"12"1-3/4"STHD10
HDU5 5/8"16"1-3/4"STHD14
NO SCALEBSRETROFIT EPOXY ANCHOR IN FOUNDATION WALL
8d @ 4" O.C.
BLOCKING BETWEEN
TRUSSES
MONO
TRUSSES
SET-BACK
GABLE TRUSS
PROVIDE 2X
BLOCKING IN
TRUSS
10d @ 4" O.C.
FLOOR SYSTEM
(SEE STRUCTURAL)
8d @ 4" O.C.
BLOCKING OR
LEDGER REQUIRED
MONO TRUSSES
OR RAFTERS
2X STUD WALL
BLOCKING REQUIRED
BETWEEN STUDS
FLOOR
SHEATHING
CONTINUOUS SHEATHING
REQUIRED
10d @ 4" O.C.
NO SCALECISHEAR TRANSFER - SET-BACK WALL/GABLE - LOWER ROOF
SET-BACK WALL SET-BACK GABLE
SHEAR WALL AT PARTY WALL - JOISTS
NO SCALECQ
2X SOLE PLATE
2X STUD WALL
RIM BOARD
2X DOUBLE TOP
PLATE
FLOOR SHEATHING (SEE
SHEATHING SCHEDULE)
FLOOR JOIST
(SEE STRUCTURAL)
PROVIDE FULL-HEIGHT
BLOCKING @ 48" O.C. IN FIRST
TWO BAYS WHEN JOISTS ARE
PARALLEL TO WALL OR
PROVIDE GYPSUM BOARD TO
FLOOR ASSEMBLY
SHEATHING (SEE SHEAR
WALL SCHEDULE) TO BE
APPLIED TO EITHER SIDE
OF FRAMED WALL
A35 CLIPS (OR EQUIVALENT)
REQUIRED IF SHEATHING NOT
CONTINUOUS ACROSS JOISTS (SEE
SCHEDULE ABOVE FOR SPACING)
SW1
SW2
SW3
A35 @ 24" O.C.
A35 @ 16" O.C.
A35 @ 12" O.C.
SW4 A35 @ 9" O.C.
(3) 8d NAILS EACH
JOIST/BLOCK
SOLE PLATE NAILING
NOTE: SELECT SPACING BASED ON
SHEAR WALL OF LOWER FLOOR
FLOOR SYSTEM
(WHERE OCCURS)
8d @ 4" O.C.
2X STUD WALL
2X BLOCKING REQUIRED
BETWEEN STUDS PARALLEL
WITH THE SLOPE OF THE
ROOF TRUSSES
CONTINUOUS
SHEATHING
(WHERE FLOOR
SYSTEM OCCURS)
ROOF
SHEATHING
ROOF
TRUSSES
10d @ 4" O.C.
SHEAR WALL - DIAPHRAGM TRANSFER (TRUSS
PARALLEL)
NO SCALECT
LEDGER (SEE STRUCTURAL)
2X STUD WALL
SCREWS OR NAILS
(SEE STRUCTURAL)
2X BLOCKING TO MATCH LEDGER SIZE.
A35 CLIPS AND BLOCKING NOT REQUIRED
WHERE LEDGER IS ATTACHED TO RIM
BOARD OR 2X MEMBER
A35 CLIPS
ROOF RAFTER SLOPE TO MATCH
ARCHITECTURAL (SEE STRUCTURAL)RAFTER HANGER
SCREWS OR NAILS
(SEE STRUCTURAL)
RAFTERS
A35 CLIP
BLOCKING
NO SCALECULEDGER - RAFTER TO FRAMED WALL
PLAN VIEW
SECTION
FO
O
T
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N
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D
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P
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H
(S
E
E
S
T
R
U
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A
L
)
4"
FOOTING WIDTH
(SEE STRUCTURAL)
3"
3"
3"
3"
NOTE: FASTENERS IN PRESERVATIVE-TREATED AND
FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT
DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE, OR COPPER.
LENGTHWISE REINFORCEMENT
(SEE STRUCTURAL)
CONCRETE NAILS @ 16" O.C.
(ANCHOR BOLTS REQUIRED
AT SHEAR WALLS PER
SHEAR WALL SCHEDULE)
2X STUD WALL
CONCRETE SLAB
(WHERE OCCURS)
1
1
AT OPTIONAL
MONOLITHIC
FOOTING
NO SCALECWBEARING WALL - INTERIOR FOOTING SHEAR WALL - ROOF DIAPHRAGM CONNECTION
NO SCALEEM
SHEAR WALL
PRE-FABRICATED
TRUSS BLOCKING
OR
SHEAR WALL
PERPENDICULAR TO TRUSSES
PARALLEL TO TRUSSES
DOUBLE TOP PLATE
SIMPSON LTP4
@ 16" O.C. OR
A35 @ 12" O.C.
2X FRAMING
NAILING - SAME AS
SHEAR WALL BELOW
NAIL BLOCKING TO
TRUSSES WITH 16d
NAILS @ 6" O.C.
SHEATHING
ROOF SHEATHING
10d @ 3" O.C.
SHEATHING
ROOF SHEATHING
DRAG TRUSS OR FRAMED WALL WITH
SHEATHING AND NAILING SAME AS
SHEAR WALL ALIGNED BELOW
DOUBLE TOP PLATE
10d @ 3" O.C.
SIMPSON A35 @ 12" O.C.
OR LTP4 @ 16" O.C.
SHEAR WALL (SEE
STRUCTURAL)
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
HA
R
R
I
S
A
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C
H
I
T
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C
T
U
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M
A
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Q
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AP
A
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(
R
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B
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)
--
-
--
-
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--
01 SEP 2020
1810720
KZG
MCW
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-
ST
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NTS
SD1
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
R
A
NDON T O D D D E C KER
19632
10/20/2020
DE
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FLOOR INSIDE FOUNDATION
NO SCALEZA
6"
MI
N
.
SEE FLOOR
FRAMING PLAN
FOR SIZE AND
SPACING
RIM BOARD OR FULL HEIGHT SOLID
BLOCKING BETWEEN JOISTS
PRESSURE TREATED
DOUBLE SILL PLATE
FIN. GRADE
2X STUD WALL
P.T. SILL PLATE
1/2" AIR GAP OR MOISTURE BARRIER
DOUBLE TOP
PLATE
CONCRETE FOUNDATION
WALL (SEE STRUCTURAL)
CONCRETE FOOTING
(SEE STRUCTURAL)
ROUGHEN SURFACE
W/ AT LEAST 1/4"
IRREGULARITIES
GW, GP, SW
AND SP SOILS
MI
N
.
F
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(S
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L
)
3"
C
L
R
.
3" CLR.
CONCRETE SLAB
(WHERE OCCURS)
ANCHOR BOLT (SEE SHEAR WALL
SCHEDULE FOR SIZE AND SPACING)
WITH A 3X3X0.229" FLAT WASHER
AND 7" MINIMUM EMBEDMENT
SOLE PLATE
BREEZEWAY TO WOOD WALL
NO SCALEZB
SOLE PLATE NAILING
4000PSI CONCRETE
6" CONCRETE
DECK SLOPING
TO 5" (MIN.)
20 GAGE W2
FORMLOK DECKING
#4@18" O.C. EACH DIRECTION
(4) 1/2" DIA PUDDLE WELDS PER PANEL
1/2" DIA. BOLTS @ 16" O.C.
L8X4X1/2 (LONG-LEG UP)
NOTE: PROVIDE
TEMPORARY SHORING
AT MID SPAN
CONTINUOUS (2)
1.75X 11-7/8" LVL
BLOCKING
A35 @ 12" O.C.
PROFILE
2"
(2) ROWS 1/2" DIA.
BOLTS @ 16" O.C.
STEEL COLUMN - BASE PLATEZE
5"
2" MIN.
SEE STRUCTURAL FOR BASE
PLATE DIMENSIONS
W-SHAPED COLUMN
(SEE STRUCTURAL)
3/4" DIA. F1554 GR. 36
THREADED ROD MIN. 7"
EMBEDMENT WITH
SIMPSON SET-XP EPOXY
OR EQUIVALENT
NO SCALE
1/4"
SHEAR PLATE CONNECTION - COLUMN FLANGE
NO SCALEZG
W-SHAPE BEAM
(SEE STRUCTURAL)
W-SHAPE COLUMN
(SEE STRUCTURAL)
E701/4
3/4" DIA. BOLTS @ 3"
O.C. FULL WEB HEIGHT
(1 1/2" EDGE DIST.)
1/4
3/8" THICK PLATE
3"
3"
1 1
2"
DROPPED TOP CHORD
WOOD TRUSSES
SIMPSON OR USP EQUIVALENT H1,
H2.5 OR H2.5A ANCHORS EVERY
RAFTER EACH BEARING END. USE (2)
ANCHORS WHERE UPLIFT EXCEEDS
415# (SEE TRUSS MANUFACTURER).
FRAMED WALL
SHEATHING
FASCIA BEAM (SEE
STRUCTURAL)
RAFTERS
(SEE STRUCTURAL)
2X BLOCKING
BETWEEN OUTRIGGERS
WOOD TRUSS - WOOD WALL OUTRIGGER
NO SCALEZF
2"
CLEAR
STEEL BEAM TO CONCRETE DECK
NO SCALEZC
CONCRETE
DECK
#4 BARS @ 18" O.C.
EACH DIRECTION
CONSULT WITH STAIR
MANUFACTURER FOR CONNECTION
STAIR STRINGER WHERE OCCURS
(BY OTHERS)
MINIMUM OF (4)
SHEAR STUDS ALONG
LENGTH OF BEAM
L6X4X1/4
(LONG-LEG UP)
(4) 1/2" DIA PUDDLE WELDS PER PANEL
W-SHAPE BEAM - SHEAR CONNECTION
NO SCALEZD
W-SHAPE BEAM
(SEE STRUCTURAL)
(4) 3/4" DIA. A325 BOLTS 3"
SPACING (1-1/2" EDGE
DISTANCE), TOP AND BOTTOM
E70
3/16
3/16
E70
3/16
3/16
1/4"X4"X6"
A36 PLATE
(2) 3/4" DIA. A325 BOLTS SPACED
3" SPACING (1-1/2" EDGE DIST.)
W-SHAPE COLUMN
(SEE STRUCTURAL)
1/4"X5"X6-1/2" A36 PLATE,
TOP AND BOTTOM
E70
3/16
3/16
SEE STRUCTURAL PLAN FOR SHEAR WALL EXTENT AND REQUIREMENTS
SEE SHEAR WALL SCHEDULE FOR
ANCHOR BOLTS SIZE AND SPACING
HOLD-DOWN IF
REQUIRED (SEE
STRUCTURAL)
WINDOW OPENING
(WHERE OCCURS)
DOOR OPENING
(WHERE OCCURS)
CS16 (32" LONG) WITH SOLID
BLOCKING AT TOP OF OPENING
CS16 (32" LONG) WITH SOLID
BLOCKING AT BOTTOM OF OPENING
CS16 (32" LONG) WITH
SOLID BLOCKING AT
TOP OF OPENING
PROVIDE EDGE
NAILING ALONG
FULL HEIGHT OF
HOLD-DOWN POST
SHEAR WALL - FORCE TRANSFER AROUND OPENINGS
NO SCALEFH SHEAR WALL - ROOF DIAPHRAGM CONNECTION
NO SCALEGT
E.N. = EDGE NAILING REQUIRED
WOOD STRUCTURAL
PANELS
(SEE SCHEDULE)
2X WALL DOUBLE
TOP PLATE
ABUTTING PANEL EDGE
FRAMING MEMBER
(SEE SCHEDULE FOR SIZE)
2X BLOCKING
REQUIRED AT ALL
PANEL SPLICES
FIELD NAILING AT
ALL INTERMEDIATE
WALL STUDS (SEE
SCHEDULE)
EDGE NAILING AT
ALL PANEL EDGES
(SEE SCHEDULE)
NAILS SHALL BE
LOCATED AT LEAST
3/8" FROM PANEL
EDGE
2X WALL SILL/SOLE
PLATE (SEE SCHEDULE
FOR ANCHORAGE)
PROVIDE STAGGERED EDGE
NAILING AT DOUBLE TOP PLATE
REGARDLESS OF PANEL EDGE
LOCATION
E.N.
E.N.
E.N.
E.
N
.
E.
N
.
E.
N
.
ROOF OR FLOOR
FRAMING
CONTINUOUS
PANEL JOINT
EDGE NAILING AT PANEL EDGES
(SEE SHEATHING SCHEDULE)
DIAPHRAGM
BOUNDARY NAILING
(MATCH PANEL
EDGE NAILING)
4'X8' WOOD
STRUCTURAL PANEL
(SEE SHEATHING
SCHEDULE)
FIELD NAILING AT
INTERMEDIATE
FRAMING (SEE
SHEATHING
SCHEDULE)
WOOD STRUCTURAL PANEL DIAPHRAGM - UNBLOCKED
NO SCALEGU SHEAR WALL TRANSFER - WALL INTERSECTION
NO SCALEGX
2X STUDS
(SEE STRUCTURAL)
FULL HEIGHT 2X STUDS;
STITCH NAIL TOGETHER
WITH (1) ROW OF 10d
NAILS @ 3" O.C.
SHEAR WALL
EDGE FASTENING
(SEE SCHEDULE)
SHEATHING
(SEE STRUCTURAL)
FULL HEIGHT 2X STUDS;
STITCH NAIL TOGETHER
WITH (2) ROWS OF 10d
NAILS @ 6" O.C.
SHEATHING
(SEE STRUCTURAL)
SHEAR WALL
EDGE FASTENING
(SEE SCHEDULE)
2X STUDS (SEE
STRUCTURAL)
OPTION 1
OPTION 2
WOOD WALL - PARTY WALL TO CONCRETE FOOTING
NO SCALEHI
NOTE: FASTENERS IN
PRESERVATIVE-TREATED AND
FIRE-RETARDANT-TREATED
WOOD SHALL BE OF HOT
DIPPED ZINC-COATED
GALVANIZED STEEL,
STAINLESS STEEL, SILICON
BRONZE OR COPPER.
CONCRETE NAILS @ 16" O.C.
(ANCHOR BOLTS REQUIRED AT SHEAR
WALLS PER SHEAR WALL SCHEDULE)
3"
3"CONCRETE FOOTING
(SEE STRUCTURAL)
DAMPROOF WHERE
REQUIRED (SEE
ARCHITECTURAL)
2X STUD WALL
SHEATHING (SEE SHEAR
WALL SCHEDULE)
CONCRETE SLAB
HEADER
(SEE STRUCTURAL)
TWO PLIES:
10d COMMON (0.148X3") NAILS @ 24"
O.C.
THREE OR MORE PLIES:
FACE NAILING 10d COMMON (0.148X3")
NAILS @ 6" O.C. STAGGERED
KING STUD MIN.
(1) PLY U.N.O.
TRIMMER(S)
(SEE STRUCTURAL)
(4)16d END NAILS
OR
(4) 8d TOE NAILS
WOOD BEAM - WALL HEADER FRAMING
NO SCALEIA
(2) 5/8" DIA.
LAG SCREWS
WOOD STRUCTURAL MEMBER
(SEE STRUCTURAL)
W-SHAPE A992-50 WITH 3/8"
WEB STIFFENERS AT EACH
BEARING END
WHERE REQUIRED
2X NAILER (RIP TO MATCH)
WITH 1/2" A307 BOLTS @ 32"
O.C. STAGGERED.
STEEL BEAM TO WOOD COLUMN CONNECTION
NO SCALEIE
10d (3")2 12" O.C.
SDW22500
2
3
2
12" O.C.
24" O.C.
16" O.C.
2 12" O.C.
3 PLY
FASTENER ROWS SPACING
10d (3")
2 12" O.C.
SDW22338
2
3
2
12" O.C.
24" O.C.
16" O.C.
2 12" O.C.
2 PLY
SDW22634
2
2
24" O.C.
16" O.C.
2 12" O.C.
4 PLY
LOAD (PLF)*
ALLOWABLE
280
415
450
675
900
370
550
800
1200
1600
400
600
800
* ALLOWABLE SIDE LOAD APPLIED TO EXTERIOR PLY
MULTIPLE PLIES
(SEE STRUCTURAL)
(EACH SIDE)
16" O.C.
12" O.C.
900
1200
3
3
1015
1350
16" O.C.
12" O.C.
3
3
WOOD BEAM - MULTIPLE PLIES (SIDE LOADED)
NO SCALEIY
SEE STRUCTURAL
PLAN FOR FASTENER
SIZE AND SPACING
BEAM OR GIRDER TRUSS
(SEE STRUCTURAL PLANS)
BEAM OR GIRDER TRUSS
(SEE STRUCTURAL PLANS)
DOUBLE TOP PLATE
DOUBLE TOP PLATE
DOUBLE TOP PLATE
(2) CS16 STRAPS 24" LONG
(2) CS16 STRAPS 24" LONG
SLIDE STRAP BETWEEN
BEAM AND WALL
BEAM OR GIRDER TRUSS
(SEE STRUCTURAL PLANS)
(2) CS16 STRAPS (10) -10d NAILS EACH
END OF EACH CS16 (CUT TO REQUIRED
LENGTH) OR DSC OR EQUIVALENT
DIAPHRAGM - CHORD / COLLECTOR STRAP
NO SCALELF
FLUSH
DROPPED
OFFSET
BEAM
(SEE STRUCTURAL)
JOIST HANGER
(3) 2x NAILER (RIP TO MATCH) STITCH NAILED
TO BEAM W/ (2) ROWS 10d NAILS @ 6" O.C.
(BLOCKING CAN BE REMOVED AS
NECESSARY FOR DUCTWORK)FLOOR SHEATHING
(SEE STRUCTURAL)
FLOOR JOIST
(SEE STRUCTURAL)
FLANGES OF HANGER TO
BE FULLY SUPPORTED BY
BLOCKING OR BEAM
PARTIALLY DROPPED BEAM WITH NAILER
NO SCALEQO
SHEATHING CONTINUOUS
ACROSS JOINT OR ATTACH
GABLE END TRUSS TO TOP
PLATE WITH 10dX3" @ 6" O.C.
TOE NAILING
END WALL
2X6 BRACE
@ 48" O.C.
WOOD TRUSS
ROOF
SHEATHING
GABLE END
WOOD TRUSS
ATTACH BRACE
TO BLOCKING
WITH (5) 10d NAILS
2X4 BLOCKING
WITH (2) 10d NAILS
@ EACH END
8d NAILS
@ 6" O.C.
WOOD TRUSS - WOOD WALL GABLE END BRACING
NO SCALEXH
1 (MAX.)
1
(2) A34 OR (2) GBC
@ EACH BRACE
2X BLOCKING FOR
TWO BAYS AT TOP
OF DIAGONAL BRACE
801.224.0050
801.229.9020
info@acuteengineering.com
744 S 400 E
Orem, UT 84097
Phone
Fax
ORIGINAL PROJECT #
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL
DRAWINGS. SEE CURRENT ISSUE OR
REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY
MAY BE PROVIDED ON THE
STRUCTURAL PLANS AND DETAILS
FOR THE CONVENIENCE OF THE
CONTRACTOR. VERIFY DIMENSIONS
AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ISSUES / REVISIONS
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01 SEP 2020
1810720
KZG
MCW
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SD2
P R O F E S S I O N A L E N G I N E E
RLICENSED
S T A T E O F I D A H O
B
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NDON T O D D D E C KER
19632
10/20/2020
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AUG. - 2020
STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
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M1.0
BASEMENT MECHANICAL PLAN
SCALE: 1/8" = 1'-0"
PLAN NOTES:
2
F
2
F
2
F
2
F
UNIT
101 UNIT
102
UNIT
103
UNIT
104 UNIT
105
UNIT
106
UNIT
107
1
EF
1
EF
1
EF 1
EF
1
EF 1
EF 1
EF
ELECTRONIC THERMOSTAT
EQUIPMENT SYMBOLF
1
T
INSULATED FLEXIBLE DUCT
RECTANGULAR SUPPLY AND
RETURN AIR DUCT TAKE-OFF
TURNING VANES
DUCT TRANSITION
MECHANICAL LEGEND
DESCRIPTIONSYMBOL
CEILING SUPPLY REGISTER
EXHAUST FAN
CEILING MOUNTED
CEILING RETURN AIR GRILLE
COIL
GAS FURNACE WITH DX COOLING
S.P.E.
1
EF
SYM.TYPE C.F.M.
EXHAUST FAN SCHEDULE
CONTROLCHAR.H.P.R.P.M.REMARKS
CEILING MOUNTED 100 1/60.25 120/60/1 760 SEE ELEC.
* SEE FLOOR PLANS FOR EXHAUST FANS TO HAVE 1 HR FIRE DAMPER AT GRILLE
ELECTRIC HEATER SCHEDULE
EH
1
SYM.TYPE
SEMI-RECESSED WALL MTD 6824
BTU
2.0
KW
240/60/1
CHAR CONTROL
INTEGRAL
REMARKS
QMARK MODEL GFR2004T2 WITH SEMI-RECESSED
MOUNTING FRAME
AIR KING FRAK 130 WITH 4"Ø DUCT & BACKDRAFT DAMPER, CEILING
MOUNTED EXHAUST GRILLE AND WALL CAP.
SYM.TYPE REMARKS
FURNACE AND DX COOLING COIL SCHEDULE
CHAR.MCASPE
NATURAL GAS
INPUT OUTPUT L.A.T.E.A.T.GAS
TYPE LIQUID SUCTION C.D.NAT GAS INTAKE EXHAUST
PIPING SIZESDX COOLING COIL
B.T.U.E.A.T.L.A.T.C.F.M.MAX. P.D.SPEED @ ELEV.
1
F
MOCP
2
F
3
F
CONDENSING UNIT SCHEDULE
1
CU
CHAR.SYM.BTU EAT MCA REMARKS
24,000
2
CU
95°F 17.5
3
CU
240/60/1
MOCP
30.0 LENNOX MODEL 13AXC-024 WITH 0°F LOW
AMBIENT KIT
UPFLOW
LENNOX EL195UH045P24B WITH FULLY CASED R-410A
DX COIL TO MATCH FURNACE AND HORIZ. VENT TERMINAL
ASSEMBLY.
UPFLOW 24,000 2"Ø2"Ø55°FNAT 3/4"34,44042,00044,000
1/3
65°F120/60/1 105°F0.6"800 75°F .25"55°FM-HIGH 3/4"NAH.P.
C. UNIT
SEE
SCHED.
C. UNIT
SEE
SCHED.
UPFLOW
SEE SEE LENNOX EL195UH090P48C WITH FULLY CASED R-410A DX
COOLING COIL TO MATCH FURNACE & VERTICAL VENT TERMINAL
ASSEMBLY.
48,000 3"Ø3"Ø55°FNAT 3/4"67,24082,00088,000
3/4
65°F120/60/1 105°F0.6"1600 75°F .25"55°FM-HIGH 3/4"NAH.P.
C. UNIT
SCHED.
C. UNIT
SCHED.
48,000 95°F 28.9240/60/1 50.0 LENNOX MODEL 13AXC-048 WITH 0°F LOW
AMBIENT KIT
60,000 95°F 34.6240/60/1 60.0 LENNOX MODEL 13AXC-048 WITH 0°F LOW
AMBIENT KIT
SEE SEE LENNOX EL195UH110P60C WITH FULLY CASED R-410A DX
COOLING COIL TO MATCH FURNACE & VERTICAL VENT TERMINAL
ASSEMBLY.
60,000 3"Ø3"Ø55°FNAT 3/4"86,920106,000110,000
3/4
65°F120/60/1 105°F0.6"1995 75°F .25"55°FM-HIGH 3/4"NAH.P.
C. UNIT
SCHED.
C. UNIT
SCHED.
* REF. LINE SIZES TO BE SIZED IN THE FIELD AS PER MFGR. INSTRUCTIONS FOR ACTUAL LENGTHS INSTALLED.
SEE LARGE SCALE PLANS ON SHEETS M1.3 & M1.4 FOR TYPICAL
DUCTWORK AND MECHANICAL EQUIPMENT LAY-OUT FOR
INDIVIDUAL APARTMENT / TOWN HOME TYPES.
SPECIAL NOTE:North
THROWSYM.SIZE
GRILLE AND REGISTER SCHEDULE
CONSTR.CFM FINISH F.D.O.B.REMARKS
SR-1
SR-2
R-1
ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN SIDEWALL, REFER
TO PLANS FOR HEIGHT. PROVIDE TRANSITION BOOT.
A
A PROVIDE TRANSITION BOOT BEHIND GRILLE AS REQUIRED TO CONNECT TO BRANCH DUCT.
12 x 4 100-199 STEEL WHITE NO YES2 WAY
24 x 10 700-900 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT IN SIDEWALL IN LOCATION SHOWN ON
PLANS.
CD-1 10 x 4 50-120 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN CEILING. PROVIDE
TRANSITION BOOT.2 WAY
FR-1
12 x 6 200-250 STEEL WHITE NO YES
ACCORD FLOOR REGISTER WITH 2-WAY DEFLECTION. PROVIDE
TRANSITION BOOT AS REQUIRED.
2 WAY
TG-1 12x8 100-200 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT ABOVE DOOR HEADER AS SHOWN ON
PLANS
10 x 4 50-125 STEEL WHITE NO YES2 WAY
ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN SIDEWALL, REFER
TO PLANS FOR HEIGHT. PROVIDE TRANSITION BOOT.
R-2 24 x 14 1600 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT IN SIDEWALL IN LOCATION SHOWN ON
PLANS.
R-3 18 x 36 1995 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT IN SIDEWALL IN LOCATION SHOWN ON
PLANS.
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STAFF
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Engineered
Systems
Associates
OCT. 19, 2020
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M1.1
LEVEL 1 MECH. FLOOR PLAN
SCALE: 1/8" = 1'-0"
FA
V
PRV
LEVEL 2 MECH. FLOOR PLAN
SCALE: 1/8" = 1'-0"
PLAN NOTES:
3
F
UNIT
101
UNIT
102
UNIT
103
UNIT
104
UNIT
105
UNIT
106
UNIT
107
3
F
UNIT
101
UNIT
201
UNIT
203
UNIT
104
UNIT
205
UNIT
206
UNIT
107
3
F
1
F
1
F
1
F
1
F
2
CU
1
CU
2
CU
1
CU
1
CU
3
CU
2
CU
1
CU
2
CU
1
CU
1
CU
1
CU
3
CU
SEE LARGE SCALE PLANS ON SHEETS M1.3 & M1.4 FOR TYPICAL
DUCTWORK AND MECHANICAL EQUIPMENT LAY-OUT FOR
INDIVIDUAL APARTMENT / TOWN HOME TYPES.
SPECIAL NOTE:
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF 1
EF
1
EF
1
EF
1
EF 1
EF
1
EF
GAS METERS (SEE PLUMBING DWGS.)
North
North
1
EHFIRE RISER RM.
3
CU
1
CU
12
'
-
0
"
11'-0"
8'
-
0
"
5'-0"
5'-0"
29
'
-
0
"
1 INSTALL CONDENSING UNITS ON 4" THICK CONCRETE PAD (BY
GENERAL CONTRACTOR). SEE ARCH. DWGS.
MECH. CONTRACTOR TO ROUTE REFR. LINE SETS FROM
CONDENSING UNITS TO FURNACE DX COOLING COIL USING THE
SHORTEST ROUTE POSSIBLE. FIELD VERIFY EXACT LENGTHS OF
PIPING AND SIZE ACCORDING TO MFGR. SIZING INSTRUCTIONS.
2
1
1
1
1
2
2
2
2
2
2
2
1
EF
W/ FD W/ FD W/ FD W/ FD
TH
E
S
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E
N
T
REVISIONS
35
2
0
N
U
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I
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R
S
I
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Y
A
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#
2
0
0
,
P
R
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V
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8
4
6
0
4
8
0
1
-
3
7
7
-
6
3
0
3
W
W
W
.
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A
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S
AUG. - 2020
STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
3R
D
L
E
V
E
L
M
E
C
H
.
F
L
O
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P
L
A
N
M1.2
LEVEL 3 MECH. FLOOR PLAN
SCALE: 1/8" = 1'-0"
PLAN NOTES:
ATTIC SPACE
UNIT
301
UNIT
303
UNIT
305
UNIT
306
1
F
1
F
ATTIC SPACEATTIC SPACE
1
F
1
F
SEE LARGE SCALE PLANS ON SHEETS M1.3 & M1.4 FOR TYPICAL
DUCTWORK AND MECHANICAL EQUIPMENT LAY-OUT FOR
INDIVIDUAL APARTMENT / TOWN HOME TYPES.
SPECIAL NOTE:
1
EF
1
EF
1
EF
1
EF
NO SCALE (DETAIL ONLY APPLIES TO TOP LEVEL TOWN HOMES)
CONCENTRIC VENT TERMINATION DETAIL
APPROX. 6"
SCREW SLEEVE SECURELY
TO 2x4 BRACING. SCREW
HEAD TO BE INSTALLED
INSIDE OF SLEEVE
(TYPICAL OF 4)
ROOF
FLASHING
ACCUMULATION
18" MINIMUM ABOVE
AVERAGE SNOW
INTAKE
EXHAUST
CLAMP
SHEET METAL STRAP
20 GA GALVANIZED
SLEEVE. ALLOW
PIPING TO MOVE
20 GA GALVANIZED
FREELY THRU SLEEVE
INTAKEEXHAUST
NO SCALE
DRYER VENT DETAIL
A
FLOOR
CEILING
4" HOSE CLAMP DRYER
4" FLEXIBLE
DRYER VENT HOSE
DRYER VENT HOSE
A
PLAN VIEW
4" FLEXIBLE
DUCT UP IN WALL
4" HOSE CLAMP
4"Ø
RISE 4"Ø DUCT
UP IN WALL
NOTE:
1-
2-
NO PROJECTIONS SUCH AS SCREWS OF
SHEET METAL CORNERS IN DUCTWORK OR AT
ELBOWS ARE ALLOWED.
MAXIMUM DUCT LENGTH IS 25'-0" INCLUDING
5'-0" REDUCTION FOR EACH 90Ø ELBOW.
PROVIDE 4"Ø HOSE
CONNECTION AT 4" AFF.
EXTEND THRU WALL 2"
MINIMUM FOR DRYER
CONNECTION.
PROVIDE MODEL DB425 "DRYERBOX" IN WALL
WITH 4"Ø DUCT THRU ROOF. CONNECT 4"Ø
FLEXIBLE DRYER VENT TO EXHAUST DUCT4" HOSE CLAMP
RUN 4"Ø DUCT
IN CEILING SPACE
TO WALL CAP
WALL CAP
CEILING GRILLE
CEILING
EXHAUST FAN
(SEE PLAN FOR SIZE)
EXHAUST DUCT
DAMPER
BACK-DRAFT
CABINET
INSULATED
FAN ASSEMBLY
NO SCALE
CEILING MOUNTED EXHAUST FAN DETAIL
1 HR. FIRE DAMPER
North
WHERE APPLICABLE
(SEE FLOOR PLANS)
ROOF
SHINGLES
AND SEAL WATERTIGHT
FLASH INTO SHINGLES
ROOF CAP
(SLOPED ROOF)
EXHAUST DUCT
(SEE PLAN FOR SIZE)
DAMPER
BACK-DRAFT
CEILING GRILLE CEILING
EXHAUST FAN
FAN ASSEMBLY
CABINET
INSULATED
NO SCALE
CEILING MOUNTED EXHAUST FAN DETAIL
TH
E
S
E
D
R
A
W
I
N
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S
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C
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N
S
E
N
T
REVISIONS
35
2
0
N
U
N
I
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S
I
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A
V
E
N
U
E
#
2
0
0
,
P
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8
4
6
0
4
8
0
1
-
3
7
7
-
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3
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3
W
W
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T
S
AUG. - 2020
STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
LA
R
G
E
S
C
A
L
E
M
E
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A
N
I
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A
L
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A
N
S
M1.3
LEVEL APT. MECHANICAL PLAN
SCALE: 1/4" = 1'-0" APTS. 201,203,205,206,301,303,305 & 306
PLAN NOTES:
1 FIELD COORDINATE SPACE AVAILABLE FOR DUCTWORK.
PROVIDE DUCT TRANSITIONS AS REQUIRED TO RUN DUCTS THRU
STRUCTURE. UTILIZE JOIST SPACE WHERE POSSIBLE.
PROVIDE AND INSTALL DRYER WALL BOX IN WALL. DRYER BOX
TO BE COMPLETE WITH 4"Ø DUCT UP IN WALL TO WALL CAP.
REFER TO DETAIL ON SHEET M1.2 FOR TYPICAL DRYER BOX
INSTALLATION. NO FLEX DUCT ALLOWED.
MOUNT PROGRAMMABLE THERMOSTAT ON WALL AND RUN 5
CONDUCTOR THERMOSTAT WIRE TO FURNACE & CONDENSING
UNIT.
INSTALL 4"Ø OUTSIDE AIR DUCT FROM 6x6 LOUVER ON EXTERIOR
WALL TO MECH ROOM AS SHOWN. DROP THRU CEILING OF
MECH. ROOM AND CONNECT TO RETURN AIR DUCT NEAR FLOOR.
INSTALL HAND DAMPER IN 4"Ø DUCT AND BALANCE TO 75 CFM.
RISE (2) 3"Ø FURNACE FLUES UP IN WALL TO VERTICAL VENT
TERMINATION ASSEMBLY ON ROOF. SEAL ROOF PENETRATION
WEATHERTIGHT. SEE DETAIL ON SHEET M1.2.
PROVIDE AND INSTALL SHEET METAL BOOT UP TO FLOOR
REGISTER ABOVE.
RISE DUCT UP THRU CEILING INTO JOIST SPACE ABOVE AND RUN
TO FLOOR REGISTER AS SHOWN.
RISE 10x3 SA DUCT UP IN STUD SPACE OF WALL TO SERVE HIGH
SIDEWALL SUPPLY REGISTER ON BATHROOM WALL ABOVE.
RISE 14x3 SA DUCT UP IN STUD SPACE OF WALL TO SERVE HIGH
SIDEWALL SUPPLY REGISTER ON WALL ABOVE.
RISE 10x8 SA DUCT UP IN THICKENED WALL TO SERVE UPPER
LEVEL SUPPLY REGISTERS IN LIVING ROOM
2
3
4
LARGE SCALE SINGLE
1
F
BASEMENT MECHANICAL PLAN
SCALE: 1/4" = 1'-0" APTS. 102,103,105,106
LARGE SCALE 2 LEVEL APT.
LEVEL 1 MECHANICAL PLAN
SCALE: 1/4" = 1'-0" APTS. 102,103,105,106
LARGE SCALE 2 LEVEL APT.
2
F
BEDROOM
MASTER BEDROOM
W.I.C.
BATH
UTIL.
KITCHEN
LIVING ROOM
ENTRY
BEDROOM
W.I.C.
BATH
UTIL.
BEDROOM
STOR.
FAMILY ROOM
STOR.
STAIR
UP
STAIR
DN.
BEDROOM
LAUNDRY
W.I.C.
MASTER BEDROOM
KITCHEN
LIVING ROOM
ENTRY
1
EF
1
EF 1
EF
WALL CAP
(TYPICAL)
4"
Ø
E
A
4"
Ø
E
A
WALL CAP
(TYPICAL)
4"
Ø
E
A
4"
Ø
E
A
WALL CAP
(TYPICAL)
4"
Ø
E
A
4"
Ø
E
A
BATH
4"
Ø
D
R
Y
E
R
V
E
N
T
4"
Ø
D
R
Y
E
R
V
E
N
T
1
1
1
1
1
1
1 1
1
1
1
1
2
2
T
3
T
3
F-2
F-1
TG-1(2)
TG-1(2)
TG-1(2)
TG-1(2)
TG-1(2)
TG-1(2)
R-1
16
x
1
0
R
A
4"
Ø
O
U
T
S
I
D
E
A
I
R
D
U
C
T
HD
4
4
16
x
1
0
R
A
(
I
N
D
R
O
P
C
L
G
.
)
CD-1
60
CLG. FURR-DOWN
SR-1
125
SR-1
1608"Ø SA
8"Ø SA
8"
Ø
S
A
SR-2
200
SR-2
255
10
x
8
S
A
(
I
N
F
U
R
R
-
D
O
W
N
)
10x8 SA
5
5
5
6"Ø
8"Ø SA IN FURR-DOWN
4"
Ø
O
U
T
S
I
D
E
A
I
R
D
U
C
T
SR-2
125
8"Ø SA
8"Ø SA (IN DROP CLG.)
8"
Ø
S
A
SR-2
160
4
R-216
x
1
4
R
A
FR-1
125
8"
Ø
S
A
I
N
J
O
I
S
T
S
P
A
C
E
6
6
8"
Ø
S
A
I
N
J
O
I
S
T
S
P
A
C
E
6
7
7
7
8"
Ø
S
A
FR-1
160
CD-1
60
6"Ø
20
x
1
0
S
A
(
I
N
D
R
O
P
C
L
G
.
)
SR-1
60
8
8
(6" BELOW CLG.)
8
16x10 RA (IN DROP CLG.)
SR-2
200
9
9
9
SR-2
200
8"Ø SA IN FURR
DOWN CLG.
SR-2
200
TG-1(2)
6"
Ø
S
A
8"Ø SA IN FURR
DOWN CLG.
CD-1
55
SR-2
255
10
x
8
S
A
(
I
N
F
U
R
R
-
D
O
W
N
)
8"Ø SA IN FURR-DOWN
10
1010
North North North
5
W/FD W/FD
FURR-DOWN
8"Ø SA
TH
E
S
E
D
R
A
W
I
N
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S
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T
REVISIONS
35
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2
0
0
,
P
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8
4
6
0
4
8
0
1
-
3
7
7
-
6
3
0
3
W
W
W
.
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A
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A
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A
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E
A
P
A
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T
M
E
N
T
S
AUG. - 2020
STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
LA
R
G
E
S
C
A
L
E
M
E
C
H
A
N
I
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A
L
P
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A
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S
M1.4
BASEMENT LEVEL MECHANICAL PLAN
SCALE: 1/4" = 1'-0" TOWN HOMES 101,104 & 107
PLAN NOTES:
LARGE SCALE TOWN HOME LEVEL 1 MECHANICAL PLAN
LARGE SCALE TOWN HOME
LEVEL 2 MECHANICAL PLAN
LARGE SCALE TOWN HOME
3
F
BEDROOM
BEDROOM
KITCHEN
STAIR
UP
STAIR
W.I.C.
W.I.C.
BEDROOM
FAMILY ROOM
BATH
LIVING ROOM
1/2 BATH
UTIL.
W.I.C.
LAUNDRY
ATTIC ACCESS
1 FIELD COORDINATE SPACE AVAILABLE FOR DUCTWORK.
PROVIDE DUCT TRANSITIONS AS REQUIRED TO RUN DUCTS THRU
STRUCTURE. UTILIZE JOIST SPACE WHERE POSSIBLE.
PROVIDE AND INSTALL DRYER WALL BOX IN WALL. DRYER BOX
TO BE COMPLETE WITH 4"Ø DUCT UP IN WALL TO ROOF CAP.
REFER TO DETAIL ON SHEET M1.2 FOR TYPICAL DRYER BOX
INSTALLATION.
MOUNT PROGRAMMABLE THERMOSTAT ON WALL AND RUN 5
CONDUCTOR THERMOSTAT WIRE TO FURNACE.
INSTALL 4"Ø OUTSIDE AIR DUCT FROM 6x6 LOUVER ON EXTERIOR
WALL TO MECH ROOM AS SHOWN. DROP THRU CEILING OF
MECH. ROOM AND CONNECT TO RETURN AIR DUCT NEAR FLOOR.
INSTALL HAND DAMPER IN 4"Ø DUCT AND BALANCE TO 75 CFM.
PROVIDE AND INSTALL SHEET METAL BOOT UP TO FLOOR
REGISTER ABOVE.
DROP 10x3 SA DUCT DOWN IN STUD SPACE OF WALL TO SERVE
LOW SIDEWALL SUPPLY REGISTER BELOW.
DROP 14x3 SA DUCT DOWN IN STUD SPACE OF WALL TO SERVE
LOW SIDEWALL SUPPLY REGISTER BELOW.
RISE 10x3 SA DUCT UP IN STUD SPACE OF WALL TO SERVE HIGH
SIDEWALL SUPPLY REGISTER ON BATHROOM WALL ABOVE.
RUN (2) 3"Ø FURNACE FLUES ACROSS CEILING OF UTILITY ROOM
AND RISE UP IN CHASE ABOVE. RISE FLUES UP THRU ROOF TO
VERTICAL VENT TERMINATION ASSEMBLY. SEAL ROOF
PENETRATION WEATHERTIGHT. SEE DETAIL ON SHEET M1.2
2
3
4
T
F-3
1
EF
4"Ø EA UP THRU FLOOR
1
EF
1
EF
1
EF
4"
Ø
E
A
4"Ø EA THRU ROOF
4"Ø EA DN. THRU FLOOR
WALL CAP
(TYPICAL)
1
1
1
1
1
1 1
1
1
2
3
FR-1
125
FR-1
125
SR-1
60
(6" BELOW CLG.)
SR-1
125
TG-1(2)
TG-1(2)TG-1(2)
TG-1(2)
North North North
SR-1
125
SR-1
50
R-3
18
x
1
6
R
A
(+6" A.F.F)
FR-1
125
FR-1
125
SR-1
65
8x6 SA (IN FURR DOWN)
CLG. FURR DOWN 8x
6
S
A
(
I
N
D
R
O
P
P
E
D
C
L
G
.
)
8x6 SA DN. IN CHASE
4"
Ø
E
A
(+6" A.F.F)
(+6" A.F.F)
(+6" A.F.F)
8x6 SA UP IN CHASE
18x16 SA AT CLG.
12x8 SA DN. THRU FLOOR12x8 SA UP THRU FLOOR ABOVE
SR-1
180 SR-1
180
12x8 SA (IN DROPPED CLG.)
8x6 SA (IN FURR DOWN)
CD-1
50
16
x
1
0
S
A
I
N
D
R
O
P
P
E
D
C
L
G
.
6"Ø
10
x
8
S
A
4"Ø OUTSIDE AIR DUCT (IN FURR DOWN)
4
CLG. FURR DOWN
SR-1
130
SR-1
130
8"Ø
8"Ø
14
x
1
0
S
A
(
I
N
F
U
R
R
D
O
W
N
)
14
x
1
0
S
A
(
I
N
F
U
R
R
D
O
W
N
)
SR-2
200
SR-2
200
4
5
5 5
8
5
5
6
6
7
7
7
7
7
6
88
99
9
1
SCALE: 1/4" = 1'-0" TOWN HOMES 101,104 & 107 SCALE: 1/4" = 1'-0" TOWN HOMES 101,104 & 107
BEDROOM
TH
E
S
E
D
R
A
W
I
N
G
S
O
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A
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Y
P
A
R
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T
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E
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O
F
,
A
S
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A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
O
N
O
T
H
E
R
W
O
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K
W
I
T
H
O
U
T
T
H
E
I
R
W
R
I
T
T
E
N
C
O
N
S
E
N
T
REVISIONS
35
2
0
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STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
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P1.0FOUNDATION PLUMBING PLAN
SCALE: 1/8" = 1'-0"
BALL TYPE ISOLATION VALVE
PIPE RISE
PIPE DROP
SYMBOL
CO
WCO
COTG
VTR
V VENT
VENT THRU ROOF
CLEANOUT
WALL CLEANOUT
CLEANOUT TO GRADE
DESCRIPTION
PLUMBING LEGEND
SOIL OR WASTE PIPING
VENT LINE PIPING
GAS PIPINGG
DOMESTIC HOT WATER PIPING
DOMESTIC COLD WATER PIPING
CONDENSATE DRAIN PIPINGCD
BASEMENT PLUMBING PLAN North
SCALE: 1/8" = 1'-0"
PLAN NOTES:
1 SEE CIVIL SITE PLAN FOR CONTINUATION OF 4" SEWER MAIN.
SEE CIVIL SITE PLAN FOR CONTINUATION OF 4" FIRE LINE.
4" VENT STACK UP. SEE BASEMENT PLUMBING FLOOR PLAN ON
THIS SHEET FOR CONTINUATION OF PIPING.
4" WASTE STACK UP. SEE BASEMENT PLUMBING FLOOR PLAN ON
THIS SHEET FOR CONTINUATION OF PIPING.
SEE CIVIL SITE PLAN FOR CONTINUATION OF 2" DOMESTIC CW
LINE.
RISE 2" DOMESTIC COLD WATER UP THRU SLAB INTO RISER
ROOM TO SERVE WATER PRESSURE REDUCING VALVE
ASSEMBLY. SEE SHEET P1.1 FOR RISER LOCATION ABOVE.
4" FIRE LINE UP THRU SLAB FLOOR TO FIRE RISER IN ROOM. SEE
DETAIL ON SHEET P2.0 FOR RISER INFORMATION.
INSTALL COMPLETE FIRE SPRINKLER SYSTEM FOR ALL LEVELS
OF APTS. AS PER NFPA 13R REQUIREMENTS.
3" WASTE UP IN WALL ABOVE. SEE BASEMENT PLUMBING PLAN
ON THIS SHEET FOR CONT. OF PIPING.
RISE 1-1/4" LAWN SPRINKLER LINE UP THRU SLAB INTO RISER
ROOM TO WATER PRESSURE REDUCING VALVE ASSEMBLY. SEE
SHEET P1.1 FOR RISER LOCATION ABOVE.
RISE 1" CW MAIN SERVING TOWN HOME UP IN WALL TO MECH.
ROOM ABOVE. SEE SHEET P1.1 FOR CONT. OF PIPING.
DROP 1" CW LINE DOWN IN WALL TO SERVE (2) LEVEL APT. AND
RISE (2) 3/4" CW LINES UP IN WALL TO SERVE SINGLE LEVEL
APTS. ABOVE. SEE SHEET P1.1 FOR CONT. OF PIPING.
RISE (3) 1" CW MAIN LINES AND (4) 1-1/4" CW MAIN LINES UP THRU
SLAB INTO RISER ROOM. REFER TO PRESSURE REDUCING
VALVE DETAIL ON SHEET P2.0 FOR INDIVIDUAL WATER METERS
LOCATED IN RISER ROOM.
RISE 14 TOTAL GAS LINES (8) 3/4" & (6) 1" LINES UP TO METER
TREE ABOVE GRADE. SEE SHEET P1.1 FOR METER LOCATIONS.
RISE (2) 3/4" GAS LINES UP IN WALL TO SERVE SINGLE LEVEL
APTS. ABOVE. SEE SHEET P101 FOR CONT. OF GAS PIPING.
RISE 1" GAS LINE UP IN WALL TO SERVE TOWN HOME FURNACE
ABOVE. SEE SHEET P101 FOR CONTINUATION OF GAS PIPING.
CONNECT 1" (OZ.) GAS LINE TO FURNACE COMPLETE WITH
SHUT-OFF VALVE, FLEXIBLE CONNECTION AND DIRT LEG.
SEAL FOUNDATION WALL PENETRATION WEATHERTIGHT ALL
AROUND PIPING.
2
3
4
5
6
7
8
8
88
8
88
8
8
8 8
8
8 8
8
T-1
WC-1
L-1
FD-1
WH-1
2
F
WC-1L-1 T-
1
FD-12
F
WC-1 L-1T-
1
WC-1
T-1
L-1
FD-1
WH-1
2
F
WC-1L-1 T-
1
WC-1 L-1T-
1
FD-1
WH-1
2
F
L-1
WC-1
T-1
34 3 4 34 3 4
34 3 4
UNIT
101
UNIT
102
UNIT
103
UNIT
104
UNIT
105
UNIT
106
UNIT
107
3 3
4 4
9
9
9 9
9 9 9
3 3
4 4
3
4
SEE SHEETS P1.3 & P1.4 FOR PIPING SERVING
INDIVIDUAL APT. / TOWN HOMES.
SPECIAL NOTE:
4"
T-1
WC-1
2" V.
L-1
2" V. 2" V.
2"2"
4"
3
4T-1
WC-1
2" V. FD-1 FD-1
T-1
WC-1
2" V.
L-1
L-1
L-1
2"
V
.
T-1WC-1
L-1
WC-1
4"
North
4"4"4"4"2"
4"
4"
4"
4"
4"
5
2
7
6
2" DOMESTIC CW
4" FIRE LINE
2" V. UP
FS-1
4"
2" V. UP
10
10
1
3"
4"
4"
4"
1
4" COTG
INV. ELEV.
-23" BELOW SLAB
4"
4" COTG
INV. ELEV.
-23" BELOW SLAB
1
4"
4"
4" COTG
INV. ELEV.
-23" BELOW SLAB
1
4"
2"
V
.
4" COTG
INV. ELEV.
-23" BELOW SLAB
3"
34 3 4
2" V. 2" V.
2"2"
FD-1 FD-1
L-1
2"
V
.
T-1WC-1
L-1
WC-1
4"4"4"2"4"
4" COTG
INV. ELEV.
-23" BELOW SLAB
1
4"
4"
4" COTG
INV. ELEV.
-23" BELOW SLAB
1
4"
2"
V
.
4"
1
4" COTG
INV. ELEV.
-23" BELOW SLAB
4"
3"
4"
WH-1
1-1/4" LAWN SPRINKLER
1" (IN JOIST SPACE)
DROP
1" (UNDERGROUND)
11
11
11
1" (IN JOIST SPACE)
DROP DROPDROP
DROP
DROP
DROP
1" (IN JOIST SPACE)
11
1" (UNDERGROUND)
1-1/4"
(IN JOIST SPACE)
1-1/4"
(IN JOIST SPACE)
1-1/4"
(IN JOIST SPACE)
1-1/4"
(IN JOIST SPACE)
12
12 12 12 12
1-1/4" (UNDERGROUND)
1" (UNDERGROUND)
(2) 1-1/4" (UNDERGROUND)
1" (UNDERGROUND)
(2) 1-1/4" (UNDERGROUND)
(2) 1" (UNDERGROUND)
(3) 1-1/4" (UNDERGROUND)
(2) 1" (UNDERGROUND)
(4) 1-1/4" (UNDERGROUND)
(2) 1" (UNDERGROUND)
1-1/4" 1-1/4" 1-1/4" 1-1/4" 1" (UNDERGROUND)
13
13
G
G G G G G G G G G G G G
G
14
14
(6) 1" GAS LINES UNDERGROUND
(8) 3/4" GAS LINES & (5) 1" GAS LINES UNDERGROUND
(6) 3/4" GAS LINES &
(1) 1"
(2) 3/4"
(1) 1"
(2) 3/4"
(4) 1" GAS LINES UNDERGROUND
(4) 3/4" GAS LINES &
(1) 1"
(2) 3/4"
(2) 1" GAS LINES UNDERGROUND
(2) 3/4" GAS LINES &
(1) 1"
(2) 3/4"
1" (IN JOIST SPACE)
1" (IN JOIST SPACE)
G
G
1" (IN JOIST SPACE)
1" (IN JOIST SPACE)
(1) 1"
(2) 1" GAS LINES UNDERGROUND
(2) 3/4" GAS LINES &
(1) 1" GAS LINES UNDERGROUND
15
15 15 15 15
16
16
16
17
17 17 17 17
18
18
18(TYP.)18 (TYP.)18 (TYP.)18(TYP.)
18 1818
(1) 1"
(2) 3/4"
(1) 1"
(2) 3/4"
(1) 1"
(2) 3/4"
(1) 1"
(2) 3/4"
TH
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REVISIONS
35
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AUG. - 2020
STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
1S
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P1.1
LEVEL 1 PLUMBING PLAN
SCALE: 1/8" = 1'-0"
FA
V
PRV
LEVEL 2 PLUMBING PLAN
SCALE: 1/8" = 1'-0"
PLAN NOTES:
1 2" WATER RISER ASSEMBLY FOR ENTIRE BUILDING CW SERVICE.
PROVIDE MANIFOLD WITH (15) INDIVIDUAL SHUT-OFF VALVES FOR
EACH TOWN HOME / APT. SEE DETAIL ON SHEET P2.0
4" FIRE RISER ASSEMBLY. SEE DETAIL ON SHEET P2.0 FOR RISER
INFORMATION.
INSTALL COMPLETE FIRE SPRINKLER SYSTEM FOR ALL LEVELS
OF APTS. AS PER NFPA 13R REQUIREMENTS.
GAS METER TREES (1) 12 METER TREE & (1) 3 METER TREE (15
METERS TOTAL). SIZE OF GAS METERS TO MATCH LOADS OF
INDIVIDUAL APT. GAS LOADS FOR FURNACE. SEE MECH.
SCHEDULE FOR BTU INFORMATION. DELIVERY PRESSURE TO BE
IN OUNCES. SEE LARGE SCALE PLANS ON SHEETS P1.3 & P1.4
FOR PIPING TO FURNACES.
CONNECT 2" VENT SERVING FLOOR SINK TO NEAREST
APARTMENT VENT SYSTEM LINE THAT IS 2" OR LARGER.
CONNECT 3/4" CW LINE TO NEAREST 3/4" OR LARGER CW LINE
SERVING ADJACENT TOWN HOME / APT.
1" CW MAIN FOR TOWN HOME. SEE LARGE SCALE PLUMBING
PLANS ON SHEETS P1.3 FOR CONTINUATION OF PIPING SERVING
TOWN HOME FIXTURES.
CONNECT 1" (OZ.) GAS LINE TO FURNACE COMPLETE WITH
SHUT-OFF VALVE, FLEXIBLE CONNECTION AND DIRT LEG.
CONNECT 3/4" GAS LINE TO FURNACE COMPLETE WITH SHUT-OFF
VALVE, FLEXIBLE CONNECTION AND DIRT LEG.
RISE (2) 3/4" GAS LINES UP IN WALL TO SERVE (2) LEVELS OF
APTS. ABOVE.
3/4" GAS LINE UP IN WALL TO SERVE LEVEL 3 APT. ABOVE. SEE
SHEET P1.2 FOR CONT. OF PIPING CONNECTING TO FURNACE.
RISE (2) 3/4" CW MAIN LINES UP IN WALL TO SERVE (2) LEVELS OF
APTS. ABOVE.
3/4" CW MAIN TO SERVE APT. ON THIS LEVEL. SEE LARGE SCALE
PLUMBING PLANS ON SHEET P1.4 FOR CW PIPING SERVING APT.
FIXTURES.
RISE 3/4" CW MAIN UP TO SERVE LEVEL 3 APT. ABOVE. SEE
SHEET P1.2 FOR CONT. OF PIPING.
REFER TO SHEET P1.0 FOR DOMESTIC CW LINES RUNNING
UNDERGROUND TO SERVE EACH TOWN HOME AND APT.
DROP 14 TOTAL GAS LINES (8) 3/4" & (6) 1" LINES UNDERGROUND
TO SERVE EACH TOWN HOME AND APT. REFER TO SHEET P1.0
FOR PIPING.
4" VENT STACK UP.
4" WASTE STACK UP.
2
3
4
5
3
33
3
33
3
3 3
3
3 3
WC-1
L-1
WH-1
3
F
WC-1
L-1
T-
1
WC-1 L-1T-
1
WC-1
L-1
WC-1 L-1
17
18
UNIT
101
UNIT
102
UNIT
103
UNIT
104
UNIT
105
UNIT
106
UNIT
107
FD-1
DW-1 KS-1
RB-1 WB-1
DW-1
KS-1
17
18 DW-1
KS-1
RB-1 RB-1
WB-1
RB-1
WC-1
L-1
WH-1
3
F
FD-1
DW-1KS-1
17
18
WB-1
DW-1
KS-1
17
18 DW-1
KS-1
RB-1 RB-1
WB-1 RB-1
WC-1
L-1
WH-1
FD-1
DW-1KS-1
UNIT
101
UNIT
201
UNIT
203
UNIT
104
UNIT
205
UNIT
206
UNIT
107
3
F
3333
WC-1L-1 T-
1
WC-1 L-1T-
1
WC-1L-1 WC-1 L-1
17
18DW-1
KS-1
17
18 DW-1
KS-1
RB-1 RB-1
17
18DW-1
KS-1
17
18 DW-1
KS-1
RB-1 RB-1
L-1
WC-1
T-1
WB-1
L-1
WC-1
T-1
WB-1
WH-1
FD-1
1
F
WB-1
WH-1
FD-1
1
F
3
3
L-1
WC-1
T-1
WB-1
L-1
WC-1
T-1
3
3
WB-1
WH-1 1
F
WB-1
WH-1
FD-1
1
F
L-1
WC-1
T-1
WB-1
L-1
WC-1
T-1
3
3
HB-1
6
6
HB-1
6
HB-1
6
3/4"
SEE SHEETS P1.3 & P1.4 FOR PIPING SERVING
INDIVIDUAL APT. / TOWN HOMES.
SPECIAL NOTE:
HB-1
6
3/4"
2
1
4
7
7 7 7
8
8 8 8
9
9 9 9 9
10
10 10 10 10
11
11 11 11 11
12
12
12
13
13 13 13
14
14 14 14 14
15
16
16
12 METER GAS TREE
3 METER GAS TREE
4
5
FS-1
17
18
FD-1
13
FIRE RISER RM.
North
North
12
12
T-
1
T-
1
T-
1
T-
1
1" GAS
TH
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REVISIONS
35
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AUG. - 2020
STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
3R
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P1.2
LEVEL 3 PLUMBING PLAN
SCALE: 1/8" = 1'-0"
PLAN NOTES:
1 INSTALL COMPLETE FIRE SPRINKLER SYSTEM FOR ALL LEVELS
OF APTS. AS PER NFPA 13R REQUIREMENTS.
CONNECT 3/4" GAS LINE TO FURNACE COMPLETE WITH SHUT-OFF
VALVE, FLEXIBLE CONNECTION AND DIRT LEG.
3/4" CW MAIN TO SERVE APT. ON THIS LEVEL. SEE LARGE SCALE
PLUMBING PLANS ON SHEET P1.4 FOR CW PIPING SERVING APT.
FIXTURES.
4" VENT THRU ROOF.
2
3
ATTIC SPACE
UNIT
301
UNIT
303
UNIT
305
UNIT
306
1111
WC-1L-1 T-
1
WC-1 L-1T-
1
WC-1L-1 WC-1 L-1
4DW-1
KS-1
4 DW-1
KS-1
RB-1 RB-1
4DW-1
KS-1
4 DW-1
KS-1
RB-1 RB-1
WB-1
WH-1
FD-1
1
F
WB-1
WH-1
FD-1
1
F
WB-1 WB-1
SEE SHEETS P1.3 & P1.4 FOR PIPING SERVING
INDIVIDUAL APT. / TOWN HOMES.
SPECIAL NOTE:
2 2
3 3
ATTIC SPACEATTIC SPACE
DROP
WH-1
FD-1
1
F
2
3
DROP
WH-1
FD-1
1
F
2
3
DROP DROP
4
T-
1
T-
1
4
4
4" V. DN IN CHASE
4
4" V. DN IN CHASE
North
TH
E
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REVISIONS
35
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AUG. - 2020
STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
LA
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A
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P1.3
LEVEL APT. PLUMBING PLAN
PLAN NOTES:
1 4" WASTE STACK UP IN WALL.
4" VENT STACK UP IN WALL.
RUN 3/4" CONDENSATE DRAIN LINE FROM FURNACE AND DX
COOING COIL TO FLOOR DRAIN IN MECH. ROOM AND TERMINATE
WITH 90° DOWNTURNED ELBOW WITH AIRGAP.
CONNECT 3/4" GAS LINE TO FURNACE COMPLETE WITH SHUT-OFF
VALVE, FLEXIBLE CONNECTION AND DIRT LEG. SEE DETAIL ON
SHEET P2.0.
INSTALL BALL TYPE SHUT OFF VALVE BELOW CEILING OF MECH.
ROOM IN ACCESSIBLE LOCATION FOR 3/4" CW SERVING APT.
CONNECT 1" GAS LINE TO FURNACE COMPLETE WITH SHUT-OFF
VALVE, FLEXIBLE CONNECTION AND DIRT LEG. SEE DETAIL ON
SHEET P2.0.
INSTALL BALL TYPE SHUT OFF VALVE BELOW CEILING OF MECH.
ROOM IN ACCESSIBLE LOCATION FOR 1" CW SERVING APT.
2
3
4
LARGE SCALE SINGLE
1
F
FD
-
1
WH-1
WB-1
WC-1
L-1
T-1
DW-1 KS-1
RB-1
BASEMENT PLUMBING PLAN
LARGE SCALE 2 LEVEL APT.
LEVEL 1 PLUMBING PLAN
LARGE SCALE 2 LEVEL APT.
WC-1
L-1
T-1
2
F
FD
-
1
WH-1
WB-1
WB-1
(ABOVE)
SEE SHEET P1.0 FOR WASTE PIPING SERVING
BASEMENT LEVEL FIXTURES. ALL WASTE
PIPING SHOWN ON THIS PLAN SERVES 2ND
LEVEL FIXTURES ABOVE.
NOTE:
WC-1
L-1
T-1
DW-1 KS-1
RB-1
RB-1
(ABOVE)
L-1
(ABOVE)
(ABOVE)
WC-1
T-1
(ABOVE)
2
1 21 21
KS-1
(ABOVE)
3 3
4
3/4" GAS
ALL WATER PIPING FOR SINGLE LEVEL APTS.
TO BE RUN ABOVE CEILING FOR 2ND LEVEL
APTS. AND BETWEEN 2ND AND 3RD LEVELS
FOR 3RD LEVEL APT. NO WATER PIPING
ALLOWED IN COLD ATTIC SPACE.
NOTE:
5
5
2" V.
3/4"
2"
3/4"
3/4"
2"
2"
1/2"
3/4"1/2"
2"
2"
1/2"
3"
2"2"
BEDROOM
MASTER BEDROOM
W.I.C.
BATH
UTIL.
KITCHEN
LIVING ROOM
ENTRY
BEDROOM
W.I.C.
BATHUTIL.
BEDROOM
STOR.
FAMILY ROOM
STOR.
STAIR
UP
STAIR
DN.
BEDROOM
LAUNDRY
W.I.C.
MASTER BEDROOM
KITCHEN
LIVING ROOM
ENTRY
6
6
1" GAS
7
7
3/4"
2"1"
3/4"
2"3/4"
1"
2"
2"2"
2"2"2"
2"
3"2"
2"
2" V.
1"
2"2"
2"
2"2"2"
1/2"
North North North
SCALE: 1/4" = 1'-0" APTS. 201,203,205,206,301,303,305 & 306 SCALE: 1/4" = 1'-0" APTS. 102,103,105,106 SCALE: 1/4" = 1'-0" APTS. 102,103,105,106
TH
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REVISIONS
35
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AUG. - 2020
STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
LA
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B
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P1.4
BASEMENT LEVEL PLUMBING PLAN
PLAN NOTES:
1 4" WASTE STACK UP IN WALL.
4" VENT STACK UP IN WALL.
RUN 3/4" CONDENSATE DRAIN LINE FROM FURNACE AND DX
COOING COIL TO FLOOR DRAIN IN MECH. ROOM AND TERMINATE
WITH 90° DOWNTURNED ELBOW WITH AIRGAP.
CONNECT 1" GAS LINE TO FURNACE COMPLETE WITH SHUT-OFF
VALVE, FLEXIBLE CONNECTION AND DIRT LEG. SEE DETAIL ON
SHEET P2.0.
INSTALL BALL TYPE SHUT OFF VALVE BELOW CEILING OF MECH.
ROOM IN ACCESSIBLE LOCATION FOR 1" CW SERVING APT.
2
3
4
LARGE SCALE TOWN HOME
SEE SHEET P1.0 FOR WASTE PIPING SERVING
BASEMENT LEVEL FIXTURES. ALL WASTE
PIPING SHOWN ON THIS PLAN SERVES 2ND
LEVEL FIXTURES ABOVE.
NOTE:
5
LEVEL 1 PLUMBING PLAN
LARGE SCALE TOWN HOME
LEVEL 2 PLUMBING PLAN
LARGE SCALE TOWN HOME
NO WATER PIPING ALLOWED IN COLD ATTIC
SPACE. ALL 2ND LEVEL FIXTURES TO BE
SERVED FROM BELOW. SEE LEVEL 1 LARGE
SCALE TOWN HOME PLUMBING PLAN ON THIS
SHEET.
NOTE:
4" V. DOWN
EXPOSED ON WALL
4" V. UP 4" VTR
1
2
3" WASTE DN. IN WALL
3" WASTE UP IN WALL
1/2" HW UP IN WALL
3/4" CW UP IN WALL
3/4" CW DN. IN WALL
1/2" HW DN. IN WALL
3
3
F
WH-1
FD-1
4
1" GAS
5
2" V.
WC-1 (ABOVE)
2" V.
T-1
(ABOVE)
2" V.
1/2"
2"
3/4"
3/4"
3/4"
2"
2"
WB-1
(ABOVE)
3/4"
1/2"
1/2"2"
3/4"2"
L-1
(ABOVE)
WC-1
(ABOVE)
2" V.
1/2"
2"3"
3"
3" DN IN WALL
1/2"
T-1
(ABOVE)
2" V.
L-1
(ABOVE)1/2"
1-1/2"
1/2" DN. IN WALL1/2" UP IN WALL
KS-1 DW-1KS-1
(ABOVE)
2" V. UP
3/4"
3/4"
1/2"
2"
2"
2"
WC-1
L-1
L-1
L-1
WC-1
T-1
T-1
T-1
WC-1
L-1
WC-1
FD-1
(ABOVE)
2" V.
WC-1
(ABOVE)
2" V.
L-1
(ABOVE)
2"2"1/2"
3"
3"
1/2"
1/2"
1/2"
2"3"
1/2"
1/2"
2" V.
1/2"
2" V.
1-1/2"
2"2"2"
2"
2"
2"
2"
3"
2"
2"
3"
WB-1
BEDROOM
BEDROOM
KITCHEN
STAIR
UP
STAIR
W.I.C.
W.I.C.
BEDROOM
FAMILY ROOM
BATH
LIVING ROOM
1/2 BATH
UTIL.
W.I.C.
LAUNDRY
ATTIC ACCESS
North North North
BEDROOM
SCALE: 1/4" = 1'-0" TOWN HOMES 101,104 & 107 SCALE: 1/4" = 1'-0" TOWN HOMES 101,104 & 107 SCALE: 1/4" = 1'-0" TOWN HOMES 101,104 & 107
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REVISIONS
35
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AUG. - 2020
STAFF
REXBURG, ID
Engineered
Systems
Associates
OCT. 19, 2020
PL
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P2.0
TRAP
1-1/2"LAVATORY
WATER CLOSET
FLOOR DRAIN
L-1
FD-1
SYM.
WC-1
DESCRIPTION
PLUMBING FIXTURE SCHEDULE
1-1/2"
2"
1-1/2"
2"2"-
1/2"
-
1/2"
PIPE SIZE
2"
VENTWASTE
INT.3"
C.W.
1/2"
H.W.
-
WITH DEEP SEAL P-TRAP
COUNTERTOP MOUNT
FLUSH TANK (RESIDENTIAL)
REMARKS
WATER HEATERWH-1 ---3/4"3/4"
50 GALLON ELEC. WATER HEATER WITH T&P VALVE & EXP.
TANK. 4500 WATT ELEMENTS NON-SIMULTANEOUS AT 240/60/1
POWER
-DISHWASHERDW-1 -3/4"-1/2"UNDER COUNTER - CONNECT TO ADJACENT SINK
1-1/2"TUB / SHOWERT-1 1-1/2"1-1/2"1/2"1/2"
1-1/2"KITCHEN SINKKS-1 1-1/2"1-1/2"1/2"1/2"S.S. COUNTERTOP DOUBLE COMPARTMENT SINK WITH DISPOSER
4"
1"
4"
2"
4"
4"20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
SHUT-OFF VALVE WITH TAMPER SWITCH
ANCHOR AT FLOOR OR WALL PENETRATION
MAIN DRAIN
ALARM TEST VALVE
MAIN DRAIN VALVE
WET PIPE ALARM VALVE
2" SPACE - CAULK WATER-TIGHT
THRUST BLOCK
ELECTRIC BELL
FLOW ALARM SWITCH
DOUBLE CHECK (ASSE1015)
BLDG. EXTERIOR WALL
PRESSURE GAUGE (2 REQ'D)
PRESSURE SWITCH
SPLASH BLOCK
RETARDING CHAMBER
SIAMESE F.D. CONNECTION
BALL DRIP
RETARDING CHAMBER DRAIN
CHECK VALVE
ITEM DESCRIPTION
NO SCALE
FIRE SPRINKLER RISER & VALVE DETAIL
6
4
9
3
1
2
18
16
15
10
11
8
12
5
7
1
17
20
19
14
13
20
*
*
*
*
*
SEE ELECTRICAL PLANS FOR CONNECTION TO
ELECTRICAL DEVICE. COORDINATE WITH
ELECTRICAL CONTRACTOR.
ALL PIPING THIS DETAIL TO BE INSTALLED BY
FIRE SPRINKLER CONTRACTOR UNLESS NOTED.FROM CITY
WATER
SYSTEM
GRADE
FLOOR
4" TO SPRINKLER
SYSTEM
RIGHT OR LEFT HAND AS PER FLOOR PLAN
6"
V
E
R
T
I
C
A
L
18" MAX.
DRIP LEG SAME
SIZE AS DROP
GAS LINE CONNECTION DETAIL
NO SCALE
GROUND JOINT
MANUAL MAIN
SHUT-OFF VALVE
GAS FURNACE
FLEXIBLE GAS
CONNECTOR.
UNION
3/4"
MAIN. SEE
DROP FROM
PLAN FOR SIZE
WASHER BOX PIPING DETAIL
NO SCALE
42
"
T
O
2" WASTE LINE
2" VENT LINE UP
1/2" HOT WATER LINE
1/2" COLD WATER LINE
STUD WALL
AT 16" O.C.
2x4 WOOD HEADER
ABOVE UTILITY BOX
FINISHED FLOOR
DROP 2" WASTE LINE DOWN
BELOW FLOOR
SHUT-OFF VALVES
2" P-TRAP
FL
O
O
R
WASHER BOXWB-1 2"2"2"1/2"1/2"POLY WASHER BOX WITH 1/2" HW AND CW STOP VALVES
2" STANDPIPE WITH P-TRAP (SEE DETAIL THIS SHEET)
FLOOR DRAIN IN CONCRETE FLOOR
2" WASTE LINE TO
WASTE AND VENT
NO SCALE
SYSTEM 2" DEEP SEAL P-TRAP
TO FINISH FLOOR LEVEL
STRAINER ADJUST
FLOOR DRAIN BODY
TILE AND GROUT
CONCRETE FLOOR
CLEAN OUT DETAILS
NO SCALE
CLEANOUT TO GRADE (COTG)
WASTE LINE
FINISH GRADE
1'-0"
WALL CLEANOUT (WCO)
1/8 C.I. BEND
FLOOR LINE
WALL
BRASS CLEANOUT PLUG WITH
COUNTER SUNK HEAD
16" SQUARE CONC PAD
TROWEL SMOOTH
1/8 BEND IF CLEANOUT
OCCURS AT END OF LINE.
CAST IRON WASTE LINE.
LENGTH TO SUIT.
CHROME WALL
COVER AND
SCREW
MAY EXTEND AS A
WASTE OR VENT
PLUGGED TEE
WITH CLEANOUT
BALANCE OF PIPING SAME AS
CLEANOUT TO GRADE.
1/8 CAST
IRON BEND
NO SCALE
WATER HEATER PIPING DIAGRAM
UNION (TYP)
BALL VALVE (TYP)
WATER HEATER
HEAT TRAP FITTING
COLD WATER LINE
HOT WATER LINE
PIPE FULL SIZE TO
FLOOR DRAIN
ASME T&P RELIEF
VALVE
SEISMIC BRACING
STRAPS ANCHORED TO
WALL
2" DEEP DRAIN PAN
UNDER HEATER
DRAIN VALVE WITH THREADED
HOSE CONNECT.
COLD WATER
INLET
FLOOR SINKFS-1 2"4"4"--WITH DEEP SEAL P-TRAP AND 3/4 GRATE
EXTERIOR HOSE BIBBHB-1 ---3/4"-FREEZEPROOF EXTERIOR HOSE BIBB WITH
REMOVABLE KEY. LENGTH TO SUIT WALL THICKENESS
REFR. SUPPLY BOXRB-1 ---1/2"-RECESSED REFRIGERATOR WATER SUPPLY BOX WITH 3/8" SHUT-OFF
VALVE.
(TYPICAL)
BALL VALVE
DIRT LEG
TYP. UNION
3/4" DRAIN VALVE
5'-0"
CONTRACTOR
BY PLUMBING
CONTRACTOR
BY SITE UTILITIES
CAP
GRADE
EXT WALL
36"
NO SCALE
WATER PRESSURE REDUCING STATION DETAIL
COMBINATION PRESSURE
REDUCING VALVE AND STRAINER.
SET DISCHARGE AT 50 PSIG
TRERICE 3-1/2"
NO. 800, RANGE
0-TO-100 PSI
1'-0" MINIMUM
CLEARANCE
DOUBLE CHECK
VALVE ASSEMBLY
DRAIN
VALVE
1-1/4" CW LINE OUT FOR
SPRINKLER SYSTEM
2" WATER SUPPLY
TO BUILDING
DOUBLE CHECK VALVE
BACKFLOW PREVENTER WITH
BALL VALVES AND STRAINER
7 TOTAL CW LINES (3) 1" & (4) 1-1/4" LINES
HOUSE WATER
METER AS REQ'D BY CITY OF REXBURG
REMOTE READOUT
DEVICE FOR METER
NO SCALE
PIPING IN OUTSIDE WALL DETAIL
VENT PIPING
FINISHED WALL
1/2" COLD WATER
1/2" HOT WATER
RUN BUILDING VAPOR
BARRIER ON OUTSIDE
OF PIPING.
STUD SPACE
WITH BATT
INSULATION
1-1/2" RIGID
INSULATION
EXTERIOR WALL
FINISH AS INDICATED
ON DRAWINGS.
TYPICAL
PLUMBING
FIXTURE
FLOOR DRAIN IN WOOD FLOOR DETAIL
EACH SIDE OF DRAIN LINE
2x4 SUPPORT MEMBERS ON
WOOD SUBFLOOR
MEMBER
JOIST HANGER
NEW 2x8 CROSS
SEAL PIPE PENETRATION2" WASTE LINE TO
WASTE AND VENT
FLOOR JOISTS
NO SCALE
SYSTEM 2" DEEP SEAL P-TRAP
WATER TIGHT.
UNDER METAL PAN.
NEW 20 GA GALVANIZED
SHEET METAL PAN. SOLDER
TO FINISH FLOOR LEVEL
STRAINER ADJUST
WATERTIGHT.
FLOOR DRAIN BODY
TILE AND GROUT
FILL PAN WITH GROUT
(1) FOR EACH TOWER
7 INDIVIDUAL WATER METERS
(TYPICAL)
BALL VALVE
2" CW MAIN
RUNNING UNDERGROUND AT A MINIMUM DEPTH OF 4'-0"
SEE SHEET P1.0 FOR ROUTING OF LINES. NO JOINTS ALLOWED
UNDERSLAB OR UNDERGROUND
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REVISIONS
35
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4
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0
1
-
3
7
7
-
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3
0
3
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W
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DRAWN BY
MA
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05-2020
STAFF
P.E. JOB #2020
Pocatello, Idaho 83201
1823 E. Center
tel (208) 232-4439
www.payneengineeringinc.com
REXBURG, ID
AP
A
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RECEPTACLE MOUNTING DETAIL
NO SCALE
TO SUIT WALL
RAISED RING
CONDUIT(S)
ENTRANCE
4'' SQUARE
BOX
BACK OF COVER W/FELT-TIP MARKER
TO BE AS PER SPECIFICATIONS.
COVER PLATES - STYLE & COLOR
CIRCUIT NUMBER TO BE WRITTEN ON
NORMAL POWER COLOR - (SEE SPECS)
RECEPTACLE - 15 OR 20 AMP
RATED - SEE SPECIFICATIONS.
GROUND CONDUCTOR
GREEN INSULATED
DUPLEX RECEPTACLE
WALL MOUNTED FIXTURE
CEILING MOUNTED FIXTURE
FLUORESCENT FIXTURE
ELECTRICAL SYMBOL SCHEDULE
BRANCH CIRCUIT - HOME-RUN TO PANEL
BRANCH CIRCUIT - IN FLOOR OR UNDERGROUND
MECHANICAL EQUIPMENT OR DETAIL SYMBOL
DRAWING NOTE (ON THE SHEET WHERE SHOWN)
THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNIT
FAN MOTOR CONNECTION POINT
BRANCH CIRCUIT - CONCEALED
* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND
M.C.
V.I.F.
A.F.F.
B.F.G.
NL
E.C.
ABOVE FINISHED FLOOR
BELOW FINISHED GRADE
VERIFY IN FIELD
NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)
MECHANICAL CONTRACTOR
ELECTRICAL CONTRACTOR
MOTOR CONNECTION POINT
T
EF
TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)
TIME CLOCK SWITCHT
1
1
A-1,3
DOUBLE DUPLEX OUTLET (4-PLEX)
JUNCTION BOX
BRANCH PANELBOARD
J
EMERGENCY WALL LIGHT WITH 90MIN. BATTERY
PHOTOELECTRIC CELL/SWITCH
HVAC SYSTEM SENSOR - SEE MECHANICAL
E
S
WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)
SINGLE POLE SWITCH (SEE SUBSCRIPTS)
RECESSED CAN FIXTURE
MAIN/DISTRIBUTION PANELBOARD
TRAC LIGHT SYSTEM
*
*
PUSHBUTTON (AS INDICATED ON DRAWINGS)
ROUGH-IN BOX MUD RING ORIENTATION.
RECPT.
SUB-
SCRIPTS
AC=ABOVE COUNTER
GFI=GROUND-FAULT
IG=ISOLATED GROUND
S=SURGE SUPPRESSION
TR=UL TAMPER RESISTANT
WP=WEATHERPROOF COVER W/GFCI RECEPT.
TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT
USB=RECEPTACLE W/USB CHARGER
CR=CORD REEL (SEE DETAIL)
F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)
DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)
B=ENCLOSED CIRCUIT BREAKER
CEILING MOUNTED DUPLEX RECEPTACLE
FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)
FLOORBOX - MULTISERVICE
DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHED SEPARATELY. (SUBSCRIPT APPLIES TO BOTH
SWITCHES)
SWITCH
SUB-
SCRIPTS
3 = 3-WAY
4 = 4-WAY
F = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)
T = THERMAL OVERLOAD SWITCH W/PILOT LIGHT
P = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)
M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)
WP = WEATHERPROOF
EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS AS INDICATED ON DRAWINGS.
CONNECT TO UNSWITCHED LEG OF NEAREST LIGHTING CIRCUIT.
EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TO UNSWITCHED LEG OF
LIGHTING CIRCUIT.
G.C.GENERAL CONTRACTOR
N.T.S.NOT TO SCALE
V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)
COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NC CONTACTS, CONTROL XFMR, FUSE PER EQUIP.
NAMEPLATE
CROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO. EQUIPMENT/ISOLATED GROUNDING
CONDUCTORS ARE NOT SHOWN. PROVIDE 'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONAL
ISOLATED GROUND WHERE INDICATED.
F
M
LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL PLATE (* COLOR TO
MATCH WIRING DEVICES)S
SS
S
F#E
NIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTING CIRCUIT.
NL
S
P
SWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,
W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)
P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]
P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]
D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]
D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]
S
CEILING DATA WITH 1" ENT CONDUIT (1) CAT 6 CABLE TO MDF. TERMINATE BOTH ENDS, SEE SPECS.
CEILING MOUNTED OCCUPANCY SENSOR
BLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]
L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]
H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]
R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE
[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOR
EXHAUST FAN (30 MIN. DELAY)
*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOR OPERATION. [WATTSTOPPER #BZ-50]
TO BE MOUNTED AS CLOSE TO
TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM
NO SCALE
FINISHED FLOOR
ARCHITECTURAL PLANS AND DETAILS.
DOOR JAMBS AS POSSIBLE.
COORDINATE ALL DEVICES WITH
18"
T.V. OUTLET
ALL MOUNTING HEIGHTS TYPICAL
UNLESS NOTED OTHERWISE.
ALL SWITCHES AND THERMOSTATS
NOTES:
THERMOSTAT OR
MECHANICAL SWITCH
LIGHT SWITCH
CONVENIENCE OUTLET
TELEPHONE / DATA OUTLET
S
T T
(OR AS NOTED)
5' - 0''
4' - 0''
3' - 8''
50 60 70 80
S
A.
COORDINATE OUTLET HEIGHTS WITH
ARCHITECTS MILLWORK DWGS. TO
INSURE THAT OUTLETS WILL NOT FALL
BEHIND CABINETS, BACKSPLASHES,
OR INTERFERE WITH WAINSCOTING, ETC.
(OR AS NOTED)
@ MILLWORK
XX"
*
B.
D.
*COORDINATE LIGHT SWITCH & OUTLET
HEIGHTS WITH ARCHITECTURAL WAINS-
COTING AND OR TILE WORK SO AS NOT
TO FALL MIDWAY IN THESE FINISHES.
*
VERIFY WITH MECH.
MUD RING ORIENTATION.
VOLTAGE DROP SCHEDULE
CONDUCTOR SIZE IS TO BE DETERMINED FROM THE FOLLOWING SCHEDULE
120 VOLT, 20A. CIRCUITS
#12 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 136'
#10 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 216'
#8 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 343'
1.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATION OF
ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.
2.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE
INSTALLING ANY ELECTRICAL PANELS FOR CABINETS.
3.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE,
ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.
4.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOCATIONS, CEILING
TYPES, ETC.
5.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED ON ALL ELECTRICAL
EQUIPMENT.
6.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIOR TO ROUGH - IN.
7.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME
AS POSSIBLE, SO AS NOT TO INTERFERE WITH ROOM CABINETS, ETC.
8.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
9.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS WORK AND PAY
ASSOCIATED FEES.
10.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES AND ELECTRONIC BALLASTS.
11.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE
LIGHTING CIRCUIT IN THE AREA AS PER CODE.
12.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO COORDINATE WITH
ANY SPECIAL SYSTEMS SUPPLIER /CONTR., EX. DENTAL, MEDICAL, KITCHEN,EQUIPMENT ETC. THE
EXACT ROUGH-IN REQUIREMENTS FOR THERE EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE
ELECTRICAL CONTR. TO BE RESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.
13.ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE
WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT /ENGINEER PRIOR TO DOING ANY
WORK.
14.E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS,
AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE
BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS.
15.JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE
FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT
FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".
16.ALL LIGHTING CONTROLS SHALL BE PROVIDED AND INSTALLED BY E.C.
17.THE BRANCH CIRCUITRY SHALL BE DESIGN/BUILD BY THE E.C. INSTALLATION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS, 2014 NEC AND GOOD ELECTRICAL PRACTICES. WIRING SHALL BE
INSTALLED TO MAINTAIN A MINIMUM OF 3% VOLTAGE DROP.
PROJECT GENERAL NOTES:
WALL ROUGH-IN FOR DATA AND CATV WITH 1" ENT CONDUIT (1) CAT 6A CABLE TO MDF. TERMINATE BOTH ENDS, SEE SPECS.
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Visit the site and become acquainted with conditions to be encountered.
Extra funds will not be allowed due to failure to examine site and to
standard practices of the trade. All materials shall, unless otherwise
all work and pay all costs for complete and operating systems, as
contractor shall verify the exact requirements for the electric and
be of the same type, material and manufacture for ease of future
cutting and driling of structure only with prior approval of the owner.
Where cutting and patching of work is necessary, use same materials
proper functioning and shall be left in first class operating condition.
ducts installed by other trades. Install conduit runs exposed to view
All materials, fixtures and equipment shall be covered or sealed upon
All equipment shall be readily accessible for maintenance and repairs.
workmanship and finish to neatly match all surrounding work.
4" minimum horizontally, 12" minimum from other utility lines. Minimum conduit
Each piece of equipment and all of the systems shall be adjusted to insure
to final completion and acceptance of the work. Such preliminary operation
The owner reserves the right to operate any systems of equipment prior
Support conduit with one-hole malleable factory made pipe straps, fastened
Raceway Installation: Separate underground conduits in a common trench
installation so as to provide for safety and to insure that operation and
noted, be new and in perfect condition. All material for similar uses shall
Do all drilling and cutting as necessary for installation of equipment. Do
depth shall be 18". Coordinate conduit installation with pipes, steel and
parallel or at right angles to structural members, walls or building lines.
appearance will be maintained after subsequent construction operations.
telephone services with the utility company representatives and provide
These plans have been prepared without utility company comments. The
All workmanship shall be performed by skilled mechanics using the best
CUTTING AND PATCHING:
OPERATING AND ADJUSTING:
shall not be construed as an acceptance of any work.
9.
with screws.
EXECUTION:
8.
directed by the governing utilities.
include existing conditions in bid price.
MATERIALS AND WORKMANSHIP:
COORDINATION WITH UTILITIES:
maintenance.
7.
6.
Panelboards: Circuit breakers shall be 10,000 AIC minimum. All locks keyed alike
and typewritten directories. All panels shall have a minimum of 36" working
in neat, clean and usable condition. Remove all cement, paint, grease, oil
all exposed fixtures, trim and equipment, and leave the entire installation
Upon completion of the work, prior to final inspection, thoroughly clean
Prior to final acceptance of the project, deliver to the owner a written
any defective work. Demonstrate continuous satisfactory operation of
Test all wire for shorts, opens, grounds, or other defects. Correct
damaged due to faulty work and materials furnished under this section.
this period, including repair or replacement of the premises that may be
repair or replace all such defective items promptly that may occur during
one year guarantee on all workmanship, materials and equipment and agree to
Selected by owner, installed by electrical contr.
17.CLEAN-UP:
GUARANTEE:
all electrical equipment.
and other foreign substances.
19.
18.TEST:
LIGHTING FIXTURES:
DEVICE PLATES:
SERVICE EQUIPMENT:
clearance in front of panel. All dimensions to be field verified.
16.
15.
14.
required, including all conduits and wires indicated, including control conduits
Complete and operable systems of electrical lighting, power and receptacles.
Alterations and additions including conduit, wiring, outlets, fixtures, devices
All work and materials shall comply with all applicable codes, safety orders,
detailed as specified to a more restrictive standard or higher requirement.
having jurisdiction including regulations of the State Fire Marshall, unless
laws, ordinances and regulations of governing authorities and other agencies
The electrical drawings are essentially diagrammatic in that all provisions
All work, material and equipment called for by notes, schedules or otherwise
indicated on the drawings shall be furnished and installed as though fully
to conform and to avoid obstructions, without additional cost to the owner.
systems can not be shown. All installations shall be adjusted as necessary
necessary to conform to structural, architectural, mechanical and plumbing
ELECTRICAL SPECIFICATIONS
COMPLIANCE WITH CODES:
INTERPRETATION OF DRAWINGS:
VISITING THE SITE:
set forth in these specifications.
5.
4.
3.
Connections to all A.C. equipment as indicated and
and outlets.
2.
INTENT:
and lamps.
1.
All conduit shall be continuous for grounding. All grounding conductors
As required by code and as directed by owner.
pressure connectors for larger wire. All wiring shall be copper.
#14 AWG unless noted. Use "Ideal Yellow" pulling compound for all pulls.
Use Scotchlock connectors for all splices in #12 wire and taped bolted
Type THWN or THHN copper wire insulated for 600V. Smallest wire shall be
CONDUCTORS:
DEVICES:
GROUNDING:
shall be insulated green copper, sized as shown.
12.
13.
11.
CONDUIT AND WIRING METHODS:10.
As required by code and as directed by owner.
·All wiring methods shall be installed in accordance with the 2014 NEC.
·Type NM and SER Cable is allowed in R-2 areas in accordance with local AJH and
NEC.
·MC cable is allowed where concealed in walls, ceilings or floors.
·All surface/exposed feeders and branch circuits shall be: Conductors in Raceway.
·All wiring within finished spaces shall be concealed; surface mounted raceway is
prohibited.
·All underground wiring shall be: Conductors in Raceway. Direct Bury cable is
prohibited.
TELEPHONE/DATA SYSTEMS
1.1 Summary
A.Includes But Not Limited To
1.Furnish and install all the equipment, materials, terminations and labor necessary to provide a complete CAT6 Telephone/Data and Television cabling system as
described in Contract Documents including, but not limited to, raceway, outlets, modular jacks, device plates, cables, punch down blocks, backboards, cabinets,
patch panels, grounding and other miscellaneous items required for a complete system.
2.Furnish and install main service raceway as described in Contract Documents and to comply with local telephone company requirements.
3.Refer to Drawings for conduit sizes and quantity of cables/jacks at each outlet location.
1.2 Warranty
A.A Lifetime product warranty covering all components, equipment and workmanship shall be submitted in writing with system documentation. The warranty period shall
begin on the system's first use by the owner. Warranty shall be vendor supplied. Contractor warranty alone is unacceptable.
B.The project must be pre-registered with Manufacturer before installation has begun.
2.1 Components
A.Boxes shall be a 4 square deep box with single-gang mudring.
B.Telephone and Computer Network System Cable
1.23 gauge, solid annealed copper, 4-pairs. CAT6A
2.Use plenum-rated cable in ceilings and areas used for plenum air return
3.Provide Owner with patch panels, quantity as required.
4.Different colors of cabling shall be used; (Yellow - Telephone, Blue - Network)
5.Manufacturers:
a.Superior Essex
b.Alternate manufacturer with equivalent performance standard.
C.Equipment Racks
1.Provide a minimum of (1) 19" wall mounted rack at each comm. board location
2.Provide with 20A power strip, wire management and rack mounting kits.
3.Manufacturers:
a.Cooper B-line
b.Alternate manufacturer with equivalent performance standard.
D.Telephone Termination Blocks
1.UL verified CAT6.
2.66 termination with tin lead plated IDC
D.Telephone & Network Patch Panels
1.UL verified CAT6A.
2.110 termination with tin lead plated IDC
3.19" rack mount with backboard mounting frame.
4.48 Ports
5.Manufacturers:
a.Leviton
b.Alternate manufacturer with equivalent performance standard.
E.Telephone/Network Jacks & Faceplates
1.Wall Jacks
a.CAT6A - Color to match cable color.
2.Faceplates
a.Color to be as specified by Owner.
b.Provide and install Blank inserts as needed.
3.Manufacturers:
a.Leviton
b.Alternate manufacturer with equivalent performance standard.
F.Cables shall be installed in conduit from outlet to above nearest accessible ceiling space, install J-hooks above accessible ceiling space 3ft on center for supporting
cable. Install cable from terminal board/data rack to each telephone/network outlet.
G.Terminate cables at each outlet with specified modular jack assembly.
H.Terminate cables on punch down blocks or patch panels at terminal board.
I.All Faceplates, patch panels and cables shall be labeled depicting location, Cables shall be labeled on both ends.
J.Terminate cabling according to EIA/TIA 568B.1 Standards.
K. Installation of all materials shall be as recommended by manufacturer.
3.2 Quality Assurance
A.Comply with applicable portions of NEC ANSI/EIA/TIA 568 as to type products used and installation of components. Provide products and materials which have been
UL-listed and labeled.
B.Cabling system shall meet the performance requirements of the ANSI/TIA/EIA-568-B Standards (Annex E).
C.Each cable and patch cable shall be tested from the outlet location to the patch panel, the system shall be tested to Category 6 Level II compliance. The test path shall
include workstation jacks, Horizontal cabling and patch panels. Contractor shall replace any equipment or cabling that fails and retest. Provide Owner with complete
test reports of cabling system.
TV WALL ROUGH IN FOR DATA AND CATV WITH 1" ENT CONDUIT WITH (1) CAT 6A CABLE AND (1) RG6 COAX CABLE TO APT
DISTRIBUTION. TERMINATE BOTH ENDS, SEE SPECS.
6"
3/4" C., 1#6 B.C. GRND.
CONNECT TO BLDG. GROUND
SYSTEM
FINISH FLOOR
TYPICAL CONDUITS OUT TO VOICE/
DATA OUTLETS. SEE PLAN FOR
SIZE, ETC. (TYPICAL TOP & OR
BOTTOM OF BOARD)
SCALE: NONE
TELEPHONE / DATA TERMINAL BOARD - DETAIL
4'X8'X3/4" PLYWOOD
PRIME & PAINT W/TWO
COATS GREY ENAMEL
(INSTALL ON WALLS AS
INDICATED ON PLANS)
ANCHOR SECURELY TO
WALL W/ CONST. ADHESIVE.
DOUBLE-DUPLEX
OUTLET(S) PER PLANS
120V CIRCUIT PER
PLANS
PULL CORD
UNISTRUT ANCHOR
INCOMING UTILITY SERVICE CONDUIT(S)
WITH INSULATED BUSHING. SEE SITE
PLAN FOR SIZE, QUANTITY, ETC.
GROUND BAR
(SQ. D #PK27GTA)
TELEPHONE, DATA,
TV EQUIPMENT (TYP)
INSTALL INSULATED
BUSHING ON ALL
CONDUIT ENDS. (TYP)
UNISTRUT ANCHOR
M
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05-2020
STAFF
P.E. JOB #2020
Pocatello, Idaho 83201
1823 E. Center
tel (208) 232-4439
www.payneengineeringinc.com
REXBURG, ID
AP
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SCALE:
FRONT ELEVATION - LIGHTING
1/8" = 1' - 0"16'8'0"
SCALE:
RIGHT ELEVATION - LIGHTING
1/8" = 1' - 0"16'8'0"SCALE:
LEFT ELEVATION - LIGHTING
1/8" = 1' - 0"16'8'0"
SCALE:
BACK ELEVATION - LIGHTING
1/8" = 1' - 0"16'8'0"
SPECIAL NOTES:
1. CONTROL EXTERIOR LIGHTING PHOTO-CELL ON TIME CLOCK OFF.
2. CONNECT EXTERIOR LIGHTING TO HOUSE PANEL CIRCUIT.
2
CU
1
CU
2
CU
1
CU
1
CU
3
CU
2
CU
1
CU
2
CU
1
CU
1
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05-2020
STAFF
P.E. JOB #2020
Pocatello, Idaho 83201
1823 E. Center
tel (208) 232-4439
www.payneengineeringinc.com
REXBURG, ID
AP
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SCALE:
LEVEL 1 - HOUSE ELECTRICAL
1/8" = 1' - 0"16'8'0"
SCALE:
LEVEL 2 - HOUSE ELECTRICAL
1/8" = 1' - 0"16'8'0"
SPECIAL NOTES:
1. CONTROL EXTERIOR LIGHTING PHOTO-CELL ON TIME CLOCK OFF.
2. CONNECT EXTERIOR LIGHTING TO HOUSE PANEL CIRCUIT.
KEY NOTES
1 PROVIDE AND INSTALL (1) 4" AND (1) 2" CONDUIT TO PROPERTY LINE FROM COMM. SERVICES
CABLING. COORDINATE EXACT POINT OF ENTRY WITH SERVICE PROVIDER.
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REVISIONS
35
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05-2020
STAFF
P.E. JOB #2020
Pocatello, Idaho 83201
1823 E. Center
tel (208) 232-4439
www.payneengineeringinc.com
REXBURG, ID
AP
A
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SCALE:
LEVEL 3 - HOUSE ELECTRICAL
1/8" = 1' - 0"16'8'0"
SPECIAL NOTES:
1. CONTROL EXTERIOR LIGHTING PHOTO-CELL ON TIME CLOCK OFF.
2. CONNECT EXTERIOR LIGHTING TO HOUSE PANEL CIRCUIT.
3
F
F
F
F
3
3
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REVISIONS
35
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DRAWN BY
MA
D
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O
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S
Q
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A
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05-2020
STAFF
P.E. JOB #2020
Pocatello, Idaho 83201
1823 E. Center
tel (208) 232-4439
www.payneengineeringinc.com
REXBURG, ID
AP
A
R
T
M
E
N
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S
E2.0
TO
W
N
H
O
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E
#
1
EL
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C
T
R
I
C
A
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P
L
A
N
S
WIRE THIS OUTLET SUCH THAT THE
TOP POWERS THE DISHWASHER, THE
BOTTOM POWERS THE DISPOSAL.
MICROWAVE
ABOVE
PROVIDE 120V. TO HOOD
ABOVE RANGE
ALL RECEPTACLES IN KITCHEN
SHALL BE GFCI.
SCALE:
TOWN HOME #1 BASEMENT - POWER
1/8" = 1' - 0"16'8'0"
SCALE:
TOWN HOME #1 BASEMENT - LIGHTING
1/8" = 1' - 0"16'8'0"
SCALE:
TOWN HOME #1 1ST LEVEL - POWER
1/8" = 1' - 0"16'8'0"
SCALE:
TOWN HOME #1 1ST LEVEL - LIGHTING
1/8" = 1' - 0"16'8'0"
SCALE:
TOWN HOME #1 2ND LEVEL - POWER
1/8" = 1' - 0"16'8'0"
SCALE:
TOWN HOME #1 2ND LEVEL - LIGHTING
1/8" = 1' - 0"16'8'0"
(TYPICAL)(TYPICAL)(TYPICAL)
(TYPICAL)(TYPICAL)(TYPICAL)
LIGHTING/RECEPTS --
120/240V. 1PH. 3W.
SQ D QO LOAD CENTER
-
TOWN HOME #1 PANEL
20 1 -
-
1 20
125
14"X24"X4"
SEE LOAD CALCULATIONS
-
--
-
-
SPARE
PREPARED SPACE
WASHER
DRYER 30 2
-
LIGHTING/RECEPTS
SPARE
PREPARED SPACE
20 1
2
-
40 RANGE
--
2
-
60 COND. UNIT *
--
FIRE ALARM SYSTEM NOTE:
E.C. SHALL PROVIDE AND INSTALL A COMPLETE BUILDING FIRE
ALARM SYSTEM TO MEET NFPA 72, 2012 IFC AND ANY LOCAL CITY
REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, CALC'S
AND ETC. TO CITY FOR PERMITTING AND INSTALLATION.
SPECIAL NOTES
A.PROVIDE ARC-FAULT BREAKERS ON ALL NEC REQUIRED CIRCUITS.
REFER TO NEC CODE SECTION 210.12
B.
D.EVEN IF SPECIFICALLY INDICATED ON DRAWINGS, ALL DEVICES SHOWN
AT OR NEAR MILLWORK / CASEWORK, SHALL BE COORDINATED WITH THE
ARCHITECTURAL CASEWORK ELEVATION DWGS., TO INSURE PROPER
MOUNTING HEIGHTS, ETC. ADJUST AS NECESSARY, TO POSITION DEVICES
SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS, OR BE
DIRECTLY ABOVE SINKS, OR MIDWAY BETWEEN TILEWORK / WALL OR
WAINSCOATING, ETC.
C.PROVIDE TAMPER-PROOF TYPE RECEPTACLES IN ALL REQUIRED
AREAS AS PER CODE. REFERENCE NEC CODE SECTION 406.11.
PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQ'D
IN DWELLING UNITS AS DESCRIBED IN ART. 210 NEC.
GENERAL LOADS
2,600 SQ FT X 3 VA PER SQ FT
SUB-TOTAL (HVAC LOAD)
HVAC LOADS
APPLICATION OF DEMAND FACTORS
SERVICE SIZE
RECOMMENDED SERVICE SIZE IN AMPS
MIN. SERVICE SIZE IN AMPS (27,620VA @ 120/240 1PH. 3W)
REMAINDER (17,800) @ 40%
WIRING: #1cu in conduit or #1/0 Al 3-Conductor SER cable
HVAC LOAD @ 100% PER NEC
BREAKER
FIRST 10000 @ 100%
TOTAL DEMAND
GENERAL LOAD PER NEC 220.82
HVAC F/1
GENERAL LIGHTING/POWER
SMALL APPLIANCE (KITCHEN) 2-CIRCUITS
10,000 VA
27,620 VA
115 AMPS
125 AMPS
125A-2P
=
=
=
=1,000 VA
7,800 VA
3,000 VA=
=
27,800VASUB-TOTAL (GENERAL LOADS)
RANGE LOAD
DRYER
DISHWASHER
=
=
=
8,000 VA
5,000 VA
1,000 VA
10,500 VA
7,120 VA
10,500 VA
SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS
SMALL APPLIANCE (BATH) 1-CIRCUITS
1,500 VA=
1,500 VA=
E.E.C. SHALL COORDINATE THE EXACT PLACEMENT OF ALL WALL DEVICES
WITH OWNER PRIOR TO ROUGH-IN.
WATER HEATER =4,500 VA
FURNACE
2
-
30 WATER HEATER
--
COND. UNIT =5,000 VA
1 20
* E.C. SHALL COORDINATE COND. UNIT BREAKER SIZE WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING.
3
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3
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REVISIONS
35
2
0
N
U
N
I
V
E
R
S
I
T
Y
A
V
E
N
U
E
#
2
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0
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8
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.
C
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DRAWN BY
MA
D
I
S
O
N
S
Q
U
A
R
E
05-2020
STAFF
P.E. JOB #2020
Pocatello, Idaho 83201
1823 E. Center
tel (208) 232-4439
www.payneengineeringinc.com
REXBURG, ID
AP
A
R
T
M
E
N
T
S
E2.1
TO
W
N
H
O
M
E
#
2
EL
E
C
T
R
I
C
A
L
P
L
A
N
S
WIRE THIS OUTLET SUCH THAT THE
TOP POWERS THE DISHWASHER, THE
BOTTOM POWERS THE DISPOSAL.
ALL RECEPTACLES IN KITCHEN
SHALL BE GFCI.
SCALE:
TOWN HOME #2 BASEMENT - POWER
1/8" = 1' - 0"16'8'0"
SCALE:
TOWN HOME #2 BASEMENT - LIGHTING
1/8" = 1' - 0"16'8'0"
SCALE:
TOWN HOME #2 1ST LEVEL - POWER
1/8" = 1' - 0"16'8'0"
SCALE:
TOWN HOME #2 1ST LEVEL - LIGHTING
1/8" = 1' - 0"16'8'0"
LIGHTING/RECEPTS --
120/240V. 1PH. 3W.
SQ D QO LOAD CENTER
-
TOWN HOME #2 PANEL
20 1 -
-
1 20
125
14"X24"X4"
SEE LOAD CALCULATIONS
-
--
-
-
SPARE
PREPARED SPACE
WASHER
DRYER 30 2
-
LIGHTING/RECEPTS
SPARE
PREPARED SPACE
20 1
2
-
40 RANGE
--
2
-
50 COND. UNIT *
--
FIRE ALARM SYSTEM NOTE:
E.C. SHALL PROVIDE AND INSTALL A COMPLETE BUILDING FIRE
ALARM SYSTEM TO MEET NFPA 72, 2012 IFC AND ANY LOCAL CITY
REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, CALC'S
AND ETC. TO CITY FOR PERMITTING AND INSTALLATION.
SPECIAL NOTES
A.PROVIDE ARC-FAULT BREAKERS ON ALL NEC REQUIRED CIRCUITS.
REFER TO NEC CODE SECTION 210.12
B.
D.EVEN IF SPECIFICALLY INDICATED ON DRAWINGS, ALL DEVICES SHOWN
AT OR NEAR MILLWORK / CASEWORK, SHALL BE COORDINATED WITH THE
ARCHITECTURAL CASEWORK ELEVATION DWGS., TO INSURE PROPER
MOUNTING HEIGHTS, ETC. ADJUST AS NECESSARY, TO POSITION DEVICES
SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS, OR BE
DIRECTLY ABOVE SINKS, OR MIDWAY BETWEEN TILEWORK / WALL OR
WAINSCOATING, ETC.
C.PROVIDE TAMPER-PROOF TYPE RECEPTACLES IN ALL REQUIRED
AREAS AS PER CODE. REFERENCE NEC CODE SECTION 406.11.
PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQ'D
IN DWELLING UNITS AS DESCRIBED IN ART. 210 NEC.
GENERAL LOADS
1900 SQ FT X 3 VA PER SQ FT
SUB-TOTAL (HVAC LOAD)
HVAC LOADS
APPLICATION OF DEMAND FACTORS
SERVICE SIZE
RECOMMENDED SERVICE SIZE IN AMPS
MIN. SERVICE SIZE IN AMPS (26,780VA @ 120/240 1PH. 3W)
REMAINDER (15,700) @ 40%
WIRING: #1cu in conduit or #1/0 Al 3-Conductor SER cable
HVAC LOAD @ 100% PER NEC
BREAKER
FIRST 10000 @ 100%
TOTAL DEMAND
GENERAL LOAD PER NEC 220.82
HVAC F/1
GENERAL LIGHTING/POWER
SMALL APPLIANCE (KITCHEN) 2-CIRCUITS
10,000 VA
26,780 VA
111 AMPS
125 AMPS
125A-2P
=
=
=
=1,000 VA
5,700 VA
3,000 VA=
=
25,700VASUB-TOTAL (GENERAL LOADS)
RANGE LOAD
DRYER
DISHWASHER
=
=
=
8,000 VA
5,000 VA
1,000 VA
10,500 VA
6,280 VA
10,500 VA
SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS
SMALL APPLIANCE (BATH) 1-CIRCUITS
1,500 VA=
1,500 VA=
E.E.C. SHALL COORDINATE THE EXACT PLACEMENT OF ALL WALL DEVICES
WITH OWNER PRIOR TO ROUGH-IN.
WATER HEATER =4,500 VA
FURNACE
2
-
30 WATER HEATER
--
(TYPICAL)(TYPICAL)
(TYPICAL)(TYPICAL)
COND. UNIT =5,000 VA
1 20
* E.C. SHALL COORDINATE COND. UNIT BREAKER SIZE WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING.
F
F
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C
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E
N
T
REVISIONS
35
2
0
N
U
N
I
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E
R
S
I
T
Y
A
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E
N
U
E
#
2
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0
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P
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8
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4
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7
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.
C
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DRAWN BY
MA
D
I
S
O
N
S
Q
U
A
R
E
05-2020
STAFF
P.E. JOB #2020
Pocatello, Idaho 83201
1823 E. Center
tel (208) 232-4439
www.payneengineeringinc.com
REXBURG, ID
AP
A
R
T
M
E
N
T
S
E2.2
TY
P
I
C
A
L
A
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A
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T
M
E
N
T
EL
E
C
T
R
I
C
A
L
P
L
A
N
S
ALL RECEPTACLES IN KITCHEN
SHALL BE GFCI.
WIRE THIS OUTLET SUCH THAT THE
TOP POWERS THE DISHWASHER, THE
BOTTOM POWERS THE DISPOSAL.
SCALE:
APARTMENT - POWER
1/8" = 1' - 0"16'8'0"
LIGHTING/RECEPTS --
120/240V. 1PH. 3W.
SQ D QO LOAD CENTER
-
APT. PANEL
20 1 -
-
1 20
125
14"X24"X4"
SEE LOAD CALCULATIONS
-
--
-
-
SPARE
PREPARED SPACE
WASHER
DRYER 30 2
-
LIGHTING/RECEPTS
SPARE
PREPARED SPACE
20 1
2
-
40 RANGE
--
2
-
30 COND. UNIT *
--
FIRE ALARM SYSTEM NOTE:
E.C. SHALL PROVIDE AND INSTALL A COMPLETE BUILDING FIRE
ALARM SYSTEM TO MEET NFPA 72, 2012 IFC AND ANY LOCAL CITY
REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, CALC'S
AND ETC. TO CITY FOR PERMITTING AND INSTALLATION.
SPECIAL NOTES
A.PROVIDE ARC-FAULT BREAKERS ON ALL NEC REQUIRED CIRCUITS.
REFER TO NEC CODE SECTION 210.12
B.
D.EVEN IF SPECIFICALLY INDICATED ON DRAWINGS, ALL DEVICES SHOWN
AT OR NEAR MILLWORK / CASEWORK, SHALL BE COORDINATED WITH THE
ARCHITECTURAL CASEWORK ELEVATION DWGS., TO INSURE PROPER
MOUNTING HEIGHTS, ETC. ADJUST AS NECESSARY, TO POSITION DEVICES
SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS, OR BE
DIRECTLY ABOVE SINKS, OR MIDWAY BETWEEN TILEWORK / WALL OR
WAINSCOATING, ETC.
C.PROVIDE TAMPER-PROOF TYPE RECEPTACLES IN ALL REQUIRED
AREAS AS PER CODE. REFERENCE NEC CODE SECTION 406.11.
PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQ'D
IN DWELLING UNITS AS DESCRIBED IN ART. 210 NEC.
GENERAL LOADS
900 SQ FT X 3 VA PER SQ FT
SUB-TOTAL (HVAC LOAD)
HVAC LOADS
APPLICATION OF DEMAND FACTORS
SERVICE SIZE
RECOMMENDED SERVICE SIZE IN AMPS
MIN. SERVICE SIZE IN AMPS (23,580VA @ 120/240 1PH. 3W)
REMAINDER (12,700) @ 40%
WIRING: #1cu in conduit or #1/0 Al 3-Conductor SER cable
HVAC LOAD @ 100% PER NEC
BREAKER
FIRST 10000 @ 100%
TOTAL DEMAND
GENERAL LOAD PER NEC 220.82
HVAC F/1
GENERAL LIGHTING/POWER
SMALL APPLIANCE (KITCHEN) 2-CIRCUITS
10,000 VA
23,580 VA
98 AMPS
1250 AMPS
125A-2P
=
=
=
=1,000 VA
2,700 VA
3,000 VA=
=
22,700VASUB-TOTAL (GENERAL LOADS)
RANGE LOAD
DRYER
DISHWASHER
=
=
=
8,000 VA
5,000 VA
1,000 VA
8,500 VA
5,080 VA
8,500 VA
SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS
SMALL APPLIANCE (BATH) 1-CIRCUITS
1,500 VA=
1,500 VA=
E.E.C. SHALL COORDINATE THE EXACT PLACEMENT OF ALL WALL DEVICES
WITH OWNER PRIOR TO ROUGH-IN.
WATER HEATER =4,500 VA
FURNACE
2
-
30 WATER HEATER
--
SCALE:
APARTMENT - LIGHTING
1/8" = 1' - 0"16'8'0"
(TYPICAL)(TYPICAL)
COND. UNIT =3,000 VA
1 20
* E.C. SHALL COORDINATE COND. UNIT BREAKER SIZE WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING.
TH
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E
N
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REVISIONS
35
2
0
N
U
N
I
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E
R
S
I
T
Y
A
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E
N
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E
#
2
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DRAWN BY
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05-2020
STAFF
P.E. JOB #2020
Pocatello, Idaho 83201
1823 E. Center
tel (208) 232-4439
www.payneengineeringinc.com
REXBURG, ID
AP
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APARTMENT LOADS
APPLICATION OF DEMAND FACTORS
SERVICE SIZE
RECOMMENDED SERVICE SIZE IN AMPS
MIN. SERVICE SIZE IN AMPS 207,720 VA @ 120/240 1Ø 3W)
BREAKER
509,300 VA X .4
TOTAL DEMAND
GENERAL LOAD PER NEC 220.84
APARTMENT: 8 UNITS X 31,200 VA
203,720 VA
207,720 VA
865 AMPS
1000 AMPS
1000A-2P
=
=
SUB-TOTAL (DWELLING LOADS)
249,600 VA
509,300 VA
NO SCALE
15 UNIT SERVICE
M
M
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GROUND
PER NEC
125A 2P BREAKER
(TYPICAL)
MM
CONDUIT AND WIRE AS DIRECTED
BY POWER COMPANY
23,158 AVAILABLE
FAULT CURRENT
12,450 AVAILABLE
FAULT CURRENT
M
TYPICAL UNIT OR
HOUSE PANEL
1 1/2"C., 3-#1 + GROUND CU OR
1/0 SER AL CABLE
M
M
M
M * ENGINEERING OPINION OF PROBABLE DEMAND: 110KW
1000 AMP.
MAIN BRKR.
1Ø, 3W
120/240V
120/240V 1Ø POWER
CO. TRANSFORMER
E.C. SHALL PROVIDE AND INSTALL A
HOUSE PANEL WITH BREAKERS AS
REQUIRED FOR ALL COMMON LOADS.
TOWN HOME 2 STORY: 4 UNITS X 36,200 VA =144,800 VA
TOWN HOME 3 STORY: 3 UNITS X 38,300 VA =114,900 VA
HOUSE PANEL 4,000 VA=