HomeMy WebLinkAboutItem 6d. Attachment D - 1166 Walnut Fencing Plans (Spec. 2000577-02)_High Resolution PlansIV
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S34°10'30"E 150.05'
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9
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XXX
ELEC
EX-02
EX-02
EX-02
EX-02
EX-01
EX-05
EX-02
DE-01
DE-02
DE-04
EX-05
EX-01
EX-05
EX-05
EX-05
EX-03
EX-03
EX-01
EX-05
DE-05
DE-03
DE-02
DE-02
25
'
-
1
1
"
DE-09
EX-02
DE-09 APPROX. 52' EXISTING FENCE
DE-05
DE-05
DE-11
DE-07
DE-01
EX-06
EX-07
DE-12
DE-12
DE-12 APPR
O
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7
8
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DE
-
1
2
A
P
P
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3
6
'
EX-04
EX-08
1'
DE-13
1'
EX-09
EX-09
EX-09
EX-09
EX-09
DE-01
DE-01
DE-14
DE-02
SEE TREE PROTECTION NOTES
FOR ALL WORK UNDER
EXISTING TREES
DEMOLITION
CODE DESCRIPTION
CLEAR AND GRUB EXISTING VEGETATION. PROTECT
OR RELOCATE IRRIGATION EQUIPMENT FOR
IMPROVEMENTS. IRRIGATION SHALL REMAIN IN
WORKING ORDER UPON COMPLETION OF PROJECT.
PROTECT EXISTING ELECTRICAL CONDUIT, REFER TO
ELECTRICAL PLANS PRIOR TO CONSTRUCTION
ACTIVITY.
REMOVE EXISTING CONCRETE CURB/ GUTTER WHERE
OCCURS
REMOVE EXISTING ASPHALT
REMOVE EXISTING BIKE RACK
REMOVE EXISTING GUARDRAIL
REMOVE EXISTING PAVER TURF EDGING
REMOVE EXISTING TREE STUMP
RELOCATE EXISTING IRRIGATION MAINLAINE, VALVES,
AND WIRES. ADDITIONAL IRRIGATION EQUIPMENT
DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE
REPLACED IN KIND BY THE CONTRACTOR.
REMOVE EXISTING WOOD FENCE
REMOVE EXISTING PAVERS/CONCRETE FOR NEW
FENCE AND GATE POSTS, SEE LC SHEETS.
REMOVE EXISTING CURB
TRIM AND REMOVE EXISTING VINE OFF OF WALL AND
FENCE TO FULL HEIGHT
REMOVE EXISTING WHEEL STOP
REMOVE EXISTING STORM DRAINS BETWEEN BUILDING
AND SIDEWALK. PREP TIE IN AT BUILDING FOR NEW
STORMDRAIN CONNECTION.
DE-01
DE-02
DE-03
DE-04
DE-05
DE-06
DE-07
DE-08
DE-09
DE-10
DE-11
DE-12
DE-13
DE-14
DEMOLITION
EXISTING TO REMAIN
CODE DESCRIPTION
EXISTING WOOD FENCE, PROTECT IN PLACE
EXISTING LIGHT, PROTECT IN PLACE
EXISTING TREE, PROTECT IN PLACE
EXISTING UTILITIES, PROTECT IN PLACE
EXISTING WALL, PROTECT IN PLACE
EXISTING LANDSCAPE AND IRRIGATION, PROTECT IN
PLACE
EXISTING SIGN, PROTECT IN PLACE
EXISTING CONCRETE, PAVERS AND WALKWAY,
PROTECT IN PLACE
EXISTING CURB, PROTECT IN PLACE
EX-01
EX-02
EX-03
EX-04
EX-05
EX-06
EX-07
EX-08
EX-09
EXISTING TO REMAIN
CITY SPECIFICATION NO.
DATE:
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
%
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11
0
6
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9.9.24
0 10 20 30 feet
1"=10'
5
DEMOLITION SCHEDULE
MATCHLINE - CD102
1.THIS DEMOLITION PLAN WAS PREPARED FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT AND
THE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY
REQUIRE DEMOLITION AND REMOVAL HAVE BEEN SHOWN. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
CAREFULLY EXAMINE THE SITE AND DETERMINE AND EXECUTE
ALL DEMOLITIONS AND REMOVALS NECESSARY FOR THE
CONSTRUCTION OF THE NEW WORK TO THE SPECIFIED LINES,
GRADES, AND CONFIGURATIONS.
2.DEMOLITION WORK AND ABANDONMENT SHALL CONFORM
TO THE UNIFORM BUILDING CODE, TITLE 24, AND THE CITY OF
SAN LUIS OBISPO REQUIREMENTS. ALL WORK SHALL BE SUBJECT
TO THE APPROVAL OF THE ENGINEER OF RECORD AND THE
CITY OF SAN LUIS OBISPO ENGINEER.
3.ALL DEMOLITION WORK SHALL CONFORM TO THE
SPECIFICATIONS FOR THIS PROJECT.
4.NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED
PLANS. THE THE CITY OF SAN LUIS OBISPO SHALL BE NOTIFIED
AT LEAST 48 HOURS PRIOR TO STARTING DEMOLITION.
5.THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE
LIMITS OF THE DEMOLITION LIMIT LINES AS REPRESENTED ON THE
PLANS UNLESS OTHERWISE NOTED.
6.ALL ITEMS DAMAGED DURING DEMOLITION AND
CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO
ORIGINAL CONDITION OR TO THE SATISFACTION OF THE CITY.
7.ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF AT THE
CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED.
8.ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL
ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT
AND DUST IN A MANNER ACCEPTABLE TO THE CITY. AT A
MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF
EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP
WORK" NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL THE
AREA HAS BEEN CLEANED TO THE SATISFACTION OF THE CITY.
THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR
SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED.
9.ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND
LOCATED ON THE DRAWINGS OF RECORD BY THE
CONTRACTOR.
10.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF
CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS
SHOWN ON THESE PLANS ARE FROM RECORD SOURCES AND
SPOT CHECKS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES
ONLY.
11.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF
ALL UTILITY COMPANIES 48 HOURS PRIOR TO THE BEGINNING
OF WORK. BRING ANY CONFLICTS WITH NEW IMPROVEMENTS
IMMEDIATELY TO THE ATTENTION OF THE CITY.
12.NOTIFY UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 811
A MINIMUM OF 48 WORKING HOURS PRIOR TO THE START OF
CONSTRUCTION.
13.CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR
DISRUPT THE OPERATION OF ADJACENT BUSINESSES,
RESIDENTIAL AREAS OR ONSITE FACILITIES OUTSIDE THE LIMITS
OF DEMOLITION.
DEMOLITION NOTES
CD101
DE
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1.EXISTING TREES IDENTIFIED TO REMAIN SHALL BE
PRESERVED, PROTECTED, AND MAINTAINED.
2.DEMOLITION AND GRADING WITHIN THE TREE
PROTECTION ZONES OF EXISTING TREES TO REMAIN SHALL
BE MINIMIZED AND SHALL ONLY BE DONE UNDER THE
DIRECT SUPERVISION OF THE PROJECT ARBORIST. THIS
TYPE OF WORK SHALL BE PERFORMED USING HAND
TOOLS OR, WHEN NECESSARY, WITH LIGHT (ONE TON OR
LESS) RUBBER-TRACKED EQUIPMENT.
3.PRUNING OF EXISTING TREES IDENTIFIED TO REMAIN SHALL
BE KEPT TO A MINIMUM AND SHALL COMPLY WITH ANSI
A300 STANDARDS.
4.ROOT OR CROWN PRUNING SHALL BE PERFORMED
UNDER THE DIRECT SUPERVISION OF THE PROJECT
ARBORIST. NOTIFY THE PROJECT ARBORIST AT LEAST 48
HOURS IN ADVANCE OF ANY ROOT OR CROWN PRUNING
ACTIVITY TO COORDINATE A SITE VISIT. CONTACT WALTER
GAULT, SAN LUIS OBISPO CITY ARBORIST, AT (805)
781-7578 OR WGAULT@SLOCITY.ORG.
5.ANY TREE ROOTS ENCOUNTERED WITHIN THE TREE
PROTECTION ZONE OVER 1" IN DIAMETER SHALL BE
CLEANLY SEVERED WITH A HAND, CHAIN, OR
RECIPROCATING SAW PERPENDICULAR TO THE DIRECTION
OF GROWTH TO MINIMIZE THE SURFACE AREA OF THE
WOUND. SEVERED ROOTS SHALL BE COVERED WITH SOIL
IN THE FINAL GRADING CONDITION AND NO SEVERED
ROOTS SHALL BE EXPOSED TO AIR OR SUNLIGHT FOR
MORE THAN 48 HOURS.
6.IF ROOT PRUNING OCCURS, SUPPLEMENTAL WATER MAY
BE REQUIRED WITHIN THE TREE PROTECTION ZONE.
LOCATIONS AND FREQUENCY SHALL BE DIRECTED BY THE
PROJECT ARBORIST.
TREE PROTECTION NOTES
D IV
EB
D
CO
WM
PP
EV
1008
241.56
FD RBR
1007
242.70
FD 5/8 RBR NO CAP
100
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238
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FD
5
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8
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SANTA ROSA ST.
N34°10'30"W 167.85'
N5
5
°
4
9
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3
0
"
E
4
0
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0
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'
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3
1
°
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2
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7
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1
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N34°10'30"W 8.00'
S55°49'30"W 26.64'
Δ=54°20'29"
R=32.00'
L=30.35'
DE-01
EX-02
DE-06
EX-04
EX-05
EX-05
EX-02
DE-01
15
'
-
1
0
"
6'
2'-5"
DE-08
DE-06
APROX. 75'
EX-02
DE-10
DE-08
EX-03
EX-06
EX-08
EX-08
EX-09EX-09
DE-01
DEMOLITION
CODE DESCRIPTION
CLEAR AND GRUB EXISTING VEGETATION. PROTECT
OR RELOCATE IRRIGATION EQUIPMENT FOR
IMPROVEMENTS. IRRIGATION SHALL REMAIN IN
WORKING ORDER UPON COMPLETION OF PROJECT.
PROTECT EXISTING ELECTRICAL CONDUIT, REFER TO
ELECTRICAL PLANS PRIOR TO CONSTRUCTION
ACTIVITY.
REMOVE EXISTING CONCRETE CURB/ GUTTER WHERE
OCCURS
REMOVE EXISTING ASPHALT
REMOVE EXISTING BIKE RACK
REMOVE EXISTING GUARDRAIL
REMOVE EXISTING PAVER TURF EDGING
REMOVE EXISTING TREE STUMP
RELOCATE EXISTING IRRIGATION MAINLAINE, VALVES,
AND WIRES. ADDITIONAL IRRIGATION EQUIPMENT
DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE
REPLACED IN KIND BY THE CONTRACTOR.
REMOVE EXISTING WOOD FENCE
REMOVE EXISTING PAVERS/CONCRETE FOR NEW
FENCE AND GATE POSTS, SEE LC SHEETS.
REMOVE EXISTING CURB
TRIM AND REMOVE EXISTING VINE OFF OF WALL AND
FENCE TO FULL HEIGHT
REMOVE EXISTING WHEEL STOP
REMOVE EXISTING STORM DRAINS BETWEEN BUILDING
AND SIDEWALK. PREP TIE IN AT BUILDING FOR NEW
STORMDRAIN CONNECTION.
DE-01
DE-02
DE-03
DE-04
DE-05
DE-06
DE-07
DE-08
DE-09
DE-10
DE-11
DE-12
DE-13
DE-14
DEMOLITION
EXISTING TO REMAIN
CODE DESCRIPTION
EXISTING WOOD FENCE, PROTECT IN PLACE
EXISTING LIGHT, PROTECT IN PLACE
EXISTING TREE, PROTECT IN PLACE
EXISTING UTILITIES, PROTECT IN PLACE
EXISTING WALL, PROTECT IN PLACE
EXISTING LANDSCAPE AND IRRIGATION, PROTECT IN
PLACE
EXISTING SIGN, PROTECT IN PLACE
EXISTING CONCRETE, PAVERS AND WALKWAY,
PROTECT IN PLACE
EXISTING CURB, PROTECT IN PLACE
EX-01
EX-02
EX-03
EX-04
EX-05
EX-06
EX-07
EX-08
EX-09
EXISTING TO REMAIN
0 10 20 30 feet
1"=10'
5
DEMOLITION SCHEDULE
MATCHLINE - CD101
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
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9.9.24
CD102
DE
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1.SEE CD101 FOR DEMOLITION AND TREE PROTECTION NOTES.
NOTES
IV
IV
IV
IV
D
EB
EB
WV
IV
IV
IV
D
CO
WM
PP
WM
EV
EV
EV
HO
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B
I
B
CITY SPECIFICATION NO.
DATE:
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
%
C
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9.9.24
LC001
SI
T
E
R
E
F
E
R
E
N
C
E
P
L
A
N
0 20 40 60 feet
1"=20'
10
SEE SHEET - LC101
SEE SHEET - LC102
ENLARGEMENT, SEE LC401
201.83'
13
9
.
7
5
'
40
.
0
0
'
13
.
0
7
'
PROJECT INFORMATION
SITE INFORMATION
STREET ADDRESS: 1106 WALNUT ST., SAN LUIS OBISPO, CA
APN: 001-207-039
ZONING: O (OFFICE)
LOT SIZE: .87 AC
LAND USE:
EXISTING USE:OFFICE
PROPOSED USE: OFFICE
15.04'
14.85'
30
.
5
2
'
30
.
2
8
'
30.02'
97.32'
IV
IV
IV
EB
WV
IV
IV
IV
WM
EV
EV
HO
S
E
B
I
B
130
6
5
242
.
8
1
bld
c
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r
115
246
.
5
4
FD
5
/
8
R
B
R
W
C
A
P
HW
Y
1
0
1
EXISTING WOOD
FENCE TO REMAIN
FR-02
FR-02
FR-02
4' H FENCE PANEL,
WALL MOUNT
FR-02
2' H FENCE PANEL,
FENCE MOUNT
(BEGIN)
(END)
FR-02
2' H FENCE PANEL,
FENCE WALL
MOUNT
4' H FENCE PANEL,
WALL MOUNT
3' H FENCE PANEL,
WALL MOUNT
FR-02
4' H FENCE
PANEL,
FENCE WALL
MOUNT
FR-06
FR-06
4" MAX. GAP BETWEEN
DIFFERENT FENCE TYPES, TYP.
4" MAX. GAP BETWEEN
DIFFERENT FENCE TYPES, TYP.
CLEAN AND FILL ALL CRACKS IN WALL
WITH EPOXY. ASSUME 20' OF CRACKS.
FILL IN HOLES WHERE GUARDRAIL POSTS
WERE REMOVED. ASSUME 16 POSTS.
236.72 TW
236.72 EG230.82 EG
237.31 TW
237.31 EG
231.22 EG
230.64 EG
232.69 TW
235.64 TW
236.0 EG
232.37 TW
229.0 EG
224.65 EG
232.41 TF
226.71 EG
225.44 EG
231.54 TF
225.69 EG
232.83 TF
232.38 TF
226.73 EG
226.48 EG
227.20 EG233.28 TF
227.26 EG
227.16 EG
227.80 EG
228.28 EG
228.89 EG
229.07 EG
229.14 EG
233.86 TF
233.40 TF
227.26 EG
233.84 TF
231.12 TW
223.78 EG
233.09 TW
231.12 TW
223.78 EG
234.49 TW
233.12 TW
224.17 EG
234.52 TW
224.16 EG
234.91 TW
234.14 TW
224.36 EG
232.04 EG
237.22 TW
238.16 TW
232.51 EG
233.23 EG
238.16 TW
239.24 TW
232.51 EG
236.29 EG
239.21 TW
240.52 TW
232.55 EG 234.67 EG 236.86 EG
238.71 EG
240.53 TW
240.87 TW
240.0 EG
240.87 TW
241.86 TW
SYMBOL DESCRIPTION DETAIL
BIKE RACK
PEAKS RACK 5-BIKE SINGLE-SIDED RACK
HOT DIPPED GALVANIZED - GRAY
SURFACE MOUNT
SF-01
SITE FURNISHINGS (SF)
SEE SPECS
SEE SPECS
CODE DESCRIPTION DETAIL
METAL PICKET FENCE - 8FT HEIGHT 1/LC501
METAL PICKET FENCE ON WALL
HEIGHT VARIES, PER PLAN
1/LC501
CMU PILASTER 8/LC502
VEHICULAR ROLLING GATE
26FT WIDE, METAL PICKET
2/LC501
METAL PICKET GATE 1/LC503
BARBED WIRE ON EXISTING WALL/FENCE 9/LC502
METAL PICKET FENCE ON CMU WALL 2/LC503
FR-01
FR-02
FR-03
FR-04
FR-05
FR-06
FR-07
FENCES, RAILINGS, AND GATES (FR)
CODE DESCRIPTION DETAIL
REMOVABLE BOLLARD
PER CITY STD DETAIL #7335
ROLLING GATE PEDESTAL
FURNISHED AND INSTALLED BY OWNER
6/LC502
AUTOMATIC SENSOR LOOP SAW CUT INSTALLATION
AS REQUIRED
LIFT MASTER GATE OPERATOR
FIXED POST WITH GATE SENSOR 5/LC502
WHEEL STOP
PER CITY STD DETAIL #2260
ROLLING GATE V-TRACK 4/LC502
MI-01
MI-02
MI-03
MI-04
MI-05
MI-06
MI-07
MISCELLANEOUS (MI)
SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING
ASPHALT PAVING PER CITY STND DETAIL #7110
ROCK MULCH IN PLANTING AREA 2/LP501
PAVING AND SURFACING (PA)
CODE DESCRIPTION DETAIL
NATURAL TURF TO BE REPLACED IN KIND WITH SOD,
POST CONSTRUCTION ACTIVITIES.
IRRIGATION EQUIPMENT
TO BE REPLACED IN KIND, POST CONSTRUCTION
ACTIVITIES.
PL-01
PL-02
PLANTING AND IRRIGATION (PL)
CODE DESCRIPTION DETAIL
CURB - 6"
PER CITY STD DETAIL #4020
CURB AND GUTTER PER CITY STD DETAIL #4030
MOW CURB 2/LC502
CURB AT ROLLING GATE 3/LC503
CMU WALL W/ FENCE 2/LC503
WC-01
WC-02
WC-03
WC-04
WC-05
WALLS AND CURBS (WC)
CODE DESCRIPTION DETAIL
NEW ROOF DRAIN, SLOPE AND INSTALL 2 - 3" CIP TO
OUTLET IN FACE OF CURB PER CITY STND #3415.
UT-101
UNDERGROUND UTILITIES (UT)
CITY SPECIFICATION NO.
DATE:
PR
O
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
%
C
O
N
S
T
R
U
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I
O
N
D
O
C
U
M
E
N
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S
11
0
6
W
A
L
N
U
T
F
E
N
C
I
N
G
I
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P
R
O
V
E
M
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S
N:
\
2
4
0
0
\
2
5
0
4
-
0
5
-
P
S
2
3
-
S
L
O
-
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N
-
B
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2
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4
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5
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d
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,
L
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1
0
1
,
S
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p
1
2
,
2
0
2
4
1
0
:
1
9
a
m
,
L
D
W
i
e
r
s
c
h
e
m
9.9.24
0 10 20 30 feet
1"=10'
5
CONSTRUCTION SCHEDULE
MATCHLINE - LC102
ENLARGEMENT, SEE LC401
LC101
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
IVD
EB
130
6
4
242
.
7
9
bld
c
o
r
SANTA ROSA ST
FR-03
TYP.
FR-01
FR-01
FR-05
SF-01
FR-07
FR-01
23'-0" O.C., TYP.
2'-014"4'-0"
FR-02
3' H FENCE PANEL,
WALL MOUNT
PL-01
IRR
PL-02
238.00 FG
240.00 TW
237.00 FG
239.00 TW
237.50 FG
239.50 TW
239.00 FG
241.00 TW
239.50 FG
241.50 TW
240.00 FG
242.00 TW235.50 FG
237.50 TW 236.00 FG
238.00 TW
WC-03
TYP.
WC-05
WC-03
PL-02
IV
4" MAX. GAP
BETWEEN DIFFERENT
FENCE TYPES, TYP.
230.95 EG
231.50 EG
236.26 TW
226.31 EG
236.30 TW
234.95 TW
226.0 EG
REPLACE AND INSTALL CONCRETE/
PAVERS TO MATCH EXISTING
0.8%
1.0%
1.4%
4.
7
%
SYMBOL DESCRIPTION DETAIL
BIKE RACK
PEAKS RACK 5-BIKE SINGLE-SIDED RACK
HOT DIPPED GALVANIZED - GRAY
SURFACE MOUNT
SF-01
SITE FURNISHINGS (SF)
SEE SPECS
SEE SPECS
CODE DESCRIPTION DETAIL
METAL PICKET FENCE - 8FT HEIGHT 1/LC501
METAL PICKET FENCE ON WALL
HEIGHT VARIES, PER PLAN
1/LC501
CMU PILASTER 8/LC502
VEHICULAR ROLLING GATE
26FT WIDE, METAL PICKET
2/LC501
METAL PICKET GATE 1/LC503
BARBED WIRE ON EXISTING WALL/FENCE 9/LC502
METAL PICKET FENCE ON CMU WALL 2/LC503
FR-01
FR-02
FR-03
FR-04
FR-05
FR-06
FR-07
FENCES, RAILINGS, AND GATES (FR)
CODE DESCRIPTION DETAIL
NATURAL TURF TO BE REPLACED IN KIND WITH SOD,
POST CONSTRUCTION ACTIVITIES.
IRRIGATION EQUIPMENT
TO BE REPLACED IN KIND, POST CONSTRUCTION
ACTIVITIES.
PL-01
PL-02
PLANTING AND IRRIGATION (PL)
CODE DESCRIPTION DETAIL
CURB - 6"
PER CITY STD DETAIL #4020
CURB AND GUTTER PER CITY STD DETAIL #4030
MOW CURB 2/LC502
CURB AT ROLLING GATE 3/LC503
CMU WALL W/ FENCE 2/LC503
WC-01
WC-02
WC-03
WC-04
WC-05
WALLS AND CURBS (WC)
CODE DESCRIPTION DETAIL
NEW ROOF DRAIN, SLOPE AND INSTALL 2 - 3" CIP TO
OUTLET IN FACE OF CURB PER CITY STND #3415.
UT-101
UNDERGROUND UTILITIES (UT)
CODE DESCRIPTION DETAIL
REMOVABLE BOLLARD
PER CITY STD DETAIL #7335
ROLLING GATE PEDESTAL
FURNISHED AND INSTALLED BY OWNER
6/LC502
AUTOMATIC SENSOR LOOP SAW CUT INSTALLATION
AS REQUIRED
LIFT MASTER GATE OPERATOR
FIXED POST WITH GATE SENSOR 5/LC502
WHEEL STOP
PER CITY STD DETAIL #2260
ROLLING GATE V-TRACK 4/LC502
MI-01
MI-02
MI-03
MI-04
MI-05
MI-06
MI-07
MISCELLANEOUS (MI)
SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING
ASPHALT PAVING PER CITY STND DETAIL #7110
ROCK MULCH IN PLANTING AREA 2/LP501
PAVING AND SURFACING (PA)
CITY SPECIFICATION NO.
DATE:
PR
O
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E
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SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
%
C
O
N
S
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U
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I
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N
D
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U
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E
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11
0
6
W
A
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N
U
T
F
E
N
C
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G
I
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P
R
O
V
E
M
E
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N:
\
2
4
0
0
\
2
5
0
4
-
0
5
-
P
S
2
3
-
S
L
O
-
P
D
-
N
-
B
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d
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g
-
F
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c
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-
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2
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D
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2
5
0
4
-
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5
.
d
w
g
,
L
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1
0
2
,
S
e
p
1
2
,
2
0
2
4
1
0
:
2
0
a
m
,
L
D
W
i
e
r
s
c
h
e
m
9.9.24
0 10 20 30 feet
1"=10'
5
CONSTRUCTION SCHEDULE
MATCHLINE - LC101
LC102
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
SD
SD
SDSD
SD
SD
FR-04
FR-01
FR-01
WC-04
MI-03
MI-02
MI-04
WC-04
MI-03
25
'
-
0
"
MI-01
FR-03
FR-03 13'-0"
NEW PERIMETER PICKET FENCING ALONG GATE FRONTAGE
TO MATCH TOTAL HEIGHT OF ROLLING GATE AT 7'-0"
NEW PERIMETER PICKET FENCING ALONG THIS SIDE TO
MATCH TOTAL HEIGHT OF ROLLING GATE AT 7'-0"
1'-0",
TYP.
241.60 TC
28
'
-
0
"
WC-03
WC-01
WC-01
242.50 TC
240.50 TC
240.00 FG
240.28 FS
242.50 TC
240.50 FS
240.50 TC
MI-05
MI-05
MI-06
3
LC503
POST B
242.0 FG
242.0 FG
3
LC503
VERIFY BUILDING FOOTING PRIOR TO IMPROVEMENTS.
CURB AND FOOTINGS SHALL REMAIN 3" MIN. FROM
EDGE OF FOOTING.
WC-01
UT-101
UT-101
WC-01
INSTALL CURB FLUSH AND AT
GRADE WITH WALKWAY
INSTALL CURB LEVEL
WITH EXISTING CURB
240.50 TC
MI-05ROLLER GUIDE POST
SENSOR POST
234.67 EG 236.86 EG
240.0 EG
240.87 TW
241.86 TW
MI-07
CONCRETE PAD FOR EV
CHARGER, REFER TO
SHEET E101.
INSTALL PAVERS TO MATCH
EXISTING
WC-02
SYMBOL DESCRIPTION DETAIL
BIKE RACK
PEAKS RACK 5-BIKE SINGLE-SIDED RACK
HOT DIPPED GALVANIZED - GRAY
SURFACE MOUNT
SF-01
SITE FURNISHINGS (SF)
SEE SPECS
SEE SPECS
CODE DESCRIPTION DETAIL
METAL PICKET FENCE - 8FT HEIGHT 1/LC501
METAL PICKET FENCE ON WALL
HEIGHT VARIES, PER PLAN
1/LC501
CMU PILASTER 8/LC502
VEHICULAR ROLLING GATE
26FT WIDE, METAL PICKET
2/LC501
METAL PICKET GATE 1/LC503
BARBED WIRE ON EXISTING WALL/FENCE 9/LC502
METAL PICKET FENCE ON CMU WALL 2/LC503
FR-01
FR-02
FR-03
FR-04
FR-05
FR-06
FR-07
FENCES, RAILINGS, AND GATES (FR)
CODE DESCRIPTION DETAIL
NATURAL TURF TO BE REPLACED IN KIND WITH SOD,
POST CONSTRUCTION ACTIVITIES.
IRRIGATION EQUIPMENT
TO BE REPLACED IN KIND, POST CONSTRUCTION
ACTIVITIES.
PL-01
PL-02
PLANTING AND IRRIGATION (PL)
CODE DESCRIPTION DETAIL
CURB - 6"
PER CITY STD DETAIL #4020
CURB AND GUTTER PER CITY STD DETAIL #4030
MOW CURB 2/LC502
CURB AT ROLLING GATE 3/LC503
CMU WALL W/ FENCE 2/LC503
WC-01
WC-02
WC-03
WC-04
WC-05
WALLS AND CURBS (WC)
CODE DESCRIPTION DETAIL
NEW ROOF DRAIN, SLOPE AND INSTALL 2 - 3" CIP TO
OUTLET IN FACE OF CURB PER CITY STND #3415.
UT-101
UNDERGROUND UTILITIES (UT)
CODE DESCRIPTION DETAIL
REMOVABLE BOLLARD
PER CITY STD DETAIL #7335
ROLLING GATE PEDESTAL
FURNISHED AND INSTALLED BY OWNER
6/LC502
AUTOMATIC SENSOR LOOP SAW CUT INSTALLATION
AS REQUIRED
LIFT MASTER GATE OPERATOR
FIXED POST WITH GATE SENSOR 5/LC502
WHEEL STOP
PER CITY STD DETAIL #2260
ROLLING GATE V-TRACK 4/LC502
MI-01
MI-02
MI-03
MI-04
MI-05
MI-06
MI-07
MISCELLANEOUS (MI)
SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING
ASPHALT PAVING PER CITY STND DETAIL #7110
ROCK MULCH IN PLANTING AREA 2/LP501
PAVING AND SURFACING (PA)
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
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E
:
SH
E
E
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T
I
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
%
C
O
N
S
T
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U
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I
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O
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U
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11
0
6
W
A
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N
U
T
F
E
N
C
I
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G
I
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P
R
O
V
E
M
E
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N:
\
2
4
0
0
\
2
5
0
4
-
0
5
-
P
S
2
3
-
S
L
O
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N
-
B
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-
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2
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C
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D
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5
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L
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1
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S
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1
2
,
2
0
2
4
1
0
:
2
3
a
m
,
L
D
W
i
e
r
s
c
h
e
m
9.9.24
0 4 8 12 feet
1"=4'
2
CONSTRUCTION SCHEDULE
LC401
RO
L
L
I
N
G
G
A
T
E
E
N
L
A
R
G
E
M
E
N
T
DETAIL A -
GATE RECIEVER, ISO VIEW
(ADD IN PILASTER CONNECTION?)
DETAIL B -
ROLLER HARDWARE, ISO VIEW
DETAIL C -
UPPER TRACK, SIDE VIEW TOP VIEW
ELEVATION
SECTION
PLAN
LATCH TO
PILASTER
CONNECTION
LATCH
V-TRACK
ROLLER GUIDE POST
FENCE LINE
FENCE LINE
DETAIL A
DETAIL C
1'-03 4"
DETAIL D -
CROSS BRACE, ISO VIEW
3/8" THICK
PLATE
3/8" BOLT
2"x2" TUBE
OUTSIDE OF
PROPERTY
INSIDE OF
PROPERTY
1'-1"
2'-8"
OUTSIDE OF
PROPERTY
INSIDE OF
PROPERTY
PILASTER
(BEYOND)
7'
-
0
"
4'
-
3
"
DETAIL B:
ROLLER HARDWARE:
V-GROOVE ROLLER,
PER MANUFACTURER
GATE OPENING 25'-0",
PER PLAN
PILASTER, PER PLANS
MOUNT ROLLER TO PILASTER
WITH 'SET-3G' W/ 3
8" DIA F1554
GR. 36 W 3" EMBED, MIN.
SEE DETAIL 23/S-321.
PILASTER PER PLAN
6'
-
0
"
MOUNT L BRACKET
TO PILASTER
ORNAMENTAL
PICKETS, 1" SQ
TOP RAILS,
UPRIGHTS, &
DIAGONAL
BRACES, 2" SQ
BOTTOM RAIL. 2" X
4" (NOTCHED AND
PLATED FOR
V-GROOVE ROLLER)
VEHICULAR ROLLING GATE
1/2" = 1'-0"
GATE WIDTH 28'-0"-0"
PILASTERS BEYOND
CURB
ROLLER GUIDE POST
CURB
CURB
3"
C
L
R
.
1'
1'
6'
-
0
"
MOUNT ROLLER TO PILASTER
WITH 'SET-3G' W/ 3
8" DIA F1554
GR. 36 W 3" EMBED, MIN.
SEE DETAIL 23/S-321.
RRM-2500-2504.05-19
2
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
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E
:
SH
E
E
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T
I
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
%
C
O
N
S
T
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I
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11
0
6
W
A
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N
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F
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P
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O
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2
4
0
0
\
2
5
0
4
-
0
5
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P
S
2
3
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S
L
O
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B
u
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-
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A
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\
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2
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C
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D
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5
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5
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1
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1
2
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2
0
2
4
1
0
:
2
4
a
m
,
L
D
W
i
e
r
s
c
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m
9.9.24
8'
-
0
"
2"
NO
M
HE
I
G
H
T
P
E
R
P
L
A
N
,
2
'
M
I
N
.
2"
10"
ANCHOR POSTS TO EXTERIOR SIDE OF
EXISTING WALL (ANCHORING PER
STRUCTURAL)
FENCE ON MOW CURB
AN
C
H
O
R
I
N
G
P
O
S
T
S
,
LE
N
G
T
H
P
E
R
ST
R
U
C
T
U
R
A
L
19
-
3
/
8
"
METAL PICKET FENCE ON EXISTING WALL OR FENCE
5'
-
6
"
2
LC502
MOW CURB
EXISTING WALL
8'-0" O.C.NOM
33
4"
1" x 14ga. Picket
BRACKET OPTIONS
HE
I
G
H
T
O
F
E
X
I
S
T
I
N
G
W
A
L
L
PE
R
P
L
A
N
S
TOP OF EXISTING WALL
OR FENCE PER PLANS
SECTION AT EXISTING WALL
8"
8"
8'-0" O.C. NOM
MOUNT PER
STRUCTURAL
13
4" FORERUNNER
TM RAIL
POST SIZE VARIES
WITH HEIGHT. SEE
AEGIS II TM
POST-SIZING
CHART
1" X 14GA
PICKET
POST SIZE VARIES WITH
HEIGHT. SEE AEGIS II TM
POST-SIZING CHART
13
4" FORERUNNER TM RAIL
VA
R
I
E
S
W
I
T
H
H
E
I
G
H
T
Uniform Zinc Coating
(Hot Dip Galvanized)
Base Material
Uniform Zinc Coating
(Hot Dip Galvanized)
Zinc Phosphate &
Conversion Coating
Epoxy base coat
13 4" [44.5mm]
13 4" [44.5mm]
OPTIONAL 45° SWIVEL BRACKET
PANEL BRACKET
Specially designed two
-point connection ensures
fixity of rail ends for
increased strength.
INTERNAL RETAINING ROD
Variable pitch connection system for
ease of installation, high angle
bias ability and elimination of
unsightly external fasteners.
FORERUNNER RAIL
Double-walled "U"-Channel
Specially formed high strength
architectural shape.
TM
FORERUNNER RAILTM
"No-Mar" Polyester
Powder finish coat
Values shown are nominal and not to be
used for installation purposes. See product
specification for installation requirements.
METAL PICKET FENCE
1/2" = 1'-0"
PLAN VIEW CROSSING WALL
NOTES:
1.POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE AEGIS II TM POST SIZING CHART.
2.ADDITIONAL HEIGHTS AVAILABLE ON REQUEST.
3.THIRD RAIL OPTIONAL.
4.PANELS ALSO AVAILABLE FOR 6' ON CENTER POST SPACING
EXISTING WALL
METAL PICKET
FENCE
SECTION CROSSING WALL
EXISTING WALL
MOUNT PER
STRUCTUAL
SE
C
T
I
O
N
AB
O
V
E
METAL PICKET FENCE
FG/FS VARIES
3" MIN.
CLR, TYP.
WESTERN (W) BUILDING EDGE, WHERE OCCURS ON PLAN
3" MIN. CLR
FROM
BUILDING
EDGE, TYP.
1'-1"
NORTHERN (N) BUILDING EDGE, WHERE OCCURS ON PLAN.
1'-0"
3"
M
I
N
.
C
L
R
,
T
Y
P
.
HE
I
G
H
T
P
E
R
PL
A
N
1 LC501
CO
N
S
T
R
U
C
T
I
O
N
D
E
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CITY SPECIFICATION NO.
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
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9.9.24
6"
P.C. CONCRETE, MEDIUM BROOM
FINISH, PERP. TO DIRECTION OF CURB
12"
4"
CLASS 2 AGGREGATE
BASE @ 90%
COMPACTION
NOTES:
A.PROVIDE CONTRACTION JOINT EVERY 10' MAX.
B.PROVIDE EXPANSION JOINT EVERY 20' MAX.
C.SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.
1
2" RADIUS EDGES, TYP.
MOW CURB
1 1/2" = 1'-0"
1"
A
T
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F
A
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E
A
S
2"
A
T
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FL
U
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P
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UN
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N
O
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E
D
1
LC501
METAL PICKET
FENCE
FG
2
RRM-2500-2504.05-09
REMOVABLE BOLLARD
3/4" = 1'-0"
NOTES
A.PROVIDE KNOX-BOX PADLOCKS PER CITY FIRE DEPT.
B.PROVIDE 5'-0" CLEAR SPACING BETWEEN BOLLARDS (5'-3" O.C.) FOR BICYCLING FACILITIES.
FOR ALL OTHER INSTALLATIONS PROVIDE 4'-0" CLEAR SPACING BETWEEN BOLLARDS (4'-3" O.C.).
C.RELIANCE FOUNDRY R-8902 OR APPROVED EQUAL.
D.ENGINEERS AND ARCHITECTS ARE ENCOURAGED TO SUBMIT ALTERNATE DESIGNS THAT ARE CONSISTENT
WITH THESE DESIGN FEATURES, AND THE PROJECTS WHERE THE BOLLARDS ARE TO BE USED.
E.YELLOW REFLECTIVE TAPE SHALL BE PLACED ON EACH FACE OF BOLLARD AS DIRECTED BY ENGINEER.
F.FOR BICYCLING FACILITIES, PROVIDE PATHWAY STRIPING THAT CONFORMS TO CA MUTCD.
1
RRM-2500-2504.05-97
ROLLING GATE V-TRACK
1" = 1'-0"
GUIDE POSTS
WHERE OCCURS
6" V-GROOVE WHEEL-
SOLID STEEL W/ SEALED
BEARINGS
1'-0"
1'
-
0
"
3" X 1/4" PLATE,
WITH 1.25" X 1.25"
X 3/8" ANGLE IRON
TRACK.
CONTINUOUS
FILLET WELD. HOT
DIP GALVANIZE
AFTER WELDING.
CONTINUOUS
CONCRETE
BOND BEAM
GALV. #4 REBAR HOOK
24" O.C. WELDED TO
PLATE PRIOR TO
GALVANIZATION
2" x 8" x 3/16" STEEL
TUBE BOTTOM RAIL
DECORATIVE
STEEL GATE
3MIN.
3"
M
I
N
3
LC503
PAVING PER PLANS
4
RRM-2500-2504.05-98
GATE
SENSOR IN SURFACE
MOUNTED WATERPROOF
JUNCTION BOX
REFLECTOR FOR
UPPER SENSOR
5" SQ. STEEL
BOLLARD-POWDER
COATED
ADJACENT FINISH SURFACE-
REFER TO SITE PLANS
2'
-
2
"
2'
-
0
"
M
I
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1'-4"
4'
-
0
"
M
I
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3/4" DIA. CONDUIT
3/4" DIA. CONDUIT
GATE MOTION SENSOR TO MATCH
SENSORS BELOW-TO ANGLE DOWN TO
LOWER BOLLARD
PROVIDE 1/2" CONDUIT W/ BOX AT TOP
AND BOTTOM. EXTEND ANTENNA FROM
GATE OPERATOR TO TOP OF POLE
(LOCATE ADJACENT TO GATE
OPERATOR ONLY)
1'-4"
FIXED POST W/ GATE SENSOR
1/2" = 1'-0"
CONCRETE FOOTING 16" SQ-FLUSH
W/ ADJACENT FINISH SURFACE
ROLLER GUIDE POST AND
SENSOR POST (INSTALL WIRELESS SENSORS ONLY)
POST B
ROLLER GUIDE POST PER DETAIL 2/LC501
NOTE: CONTRACTOR IS RESPONSIBLE TO INSTALL ALL SENSING DEVICES AND
SAFETY MECHANISMS COMPLYING WITH UL 325. SEE SPECIFICATION 32 3119.
5
RRM-2500-2504.05-99
ELEVATION
3. FOR MORE INFORMATION, SEE
PEDESTALPRO.COM
4. PROVIDE KNOX KEY GATE ACCESS FOR
EMERGENCY FIRE RESPONSE.
1'
-
6
"
1'
-
6
"
0'-8"
MIN.
ALIGN BOLLARDS AS SHOWN
CONCRETE CURB
1'-9" TYP
1
LC502
REMOVABLE
BOLLARD
TYP.
PLAN
SECTION A - PEDESTAL FOUNDATION
1'-0"
1'
-
0
"
A
-
ROLLING GATE PEDESTAL
3/4" = 1'-0"
B
ANCHORAGE SHALL BE PROVIDED
BY CONTRACTOR
PEDESTAL BODY, FURNISHED AND
INSTALLED BY OWNER
SLOPE TOP AWAY &
CHAMFER EDGE 3/4"
3"
M
I
N
.
CONCRETE FOUNDATION, SHALL
BE PROVIDED BY CONTRACTOR
ELECTRICAL CONDUIT, SEE ELECTRICAL PLANS
PEDESTAL ANCHORING PLATE
6
RRM-2500-2504.05-101
CMU PILASTER
1/2" = 1'-0"
ATTACH FENCING W/ MASONRY
ANCHORS PER MANUFACTURER
RECOMMENDATIONS
1
LC501
METAL PICKET FENCE
6'
H
A
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R
O
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N
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G
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E
/
8
'
H
T
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P
.
1'-4"
1'-8"
CMU PILASTER, LOCATE PER PLAN,
SEE DETAIL 42/S-321
3
3
/
4
"
M
I
N
.
PRE-CAST CONCRETE WALL CAP,
CDI PC 10 SERIES OR EQUIVALENT.
CAP TO OVERHANG BLOCK
2" MAX. ALL SIDES.
8
RRM-2500-2504.05-103 LC502
CO
N
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BARBED WIRE ON EXISTING WALL/FENCE
1" = 1'-0"
2-1
2" DIAMETER
STAINLESS STEEL
HILTI KWIK BOLT
TZ2 ANCHORS TO
EXISTING WALL
EXISTING
WALL
CONDITION AT FENCE CONDITION AT WALL
7'
M
I
N
.
LAG SCREWS
EXISTING
FENCE
EXISTING
WALL
12" CONCERTINA WIRE
FG FG
SIDE MOUNT BARB ARM
(#013812), BY HEARNE
STEEL CO. 6'-0" O.C.
SPACING, KEEP LEVEL
24"
TYP.
12" CONCERTINA WIRE
SIDE MOUNT BARB ARM
(#013812), BY HEARNE
STEEL CO. 6'-0" O.C.
SPACING, KEEP LEVEL
6"
MI
N
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24", TYP.
HE
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EX. WALL
CAP
9
RRM-2500-2504.05-111
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
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9.9.24
LC503
CO
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42
/
S
-
3
2
1
6'
-
0
"
±
2
4
"
A
B
O
V
E
F
G
FG
FG
8
LC502
CMU PILASTER
1
LC501
METAL PICKET FENCE
± 7' VERIFY IN FIELD
± 7' VERIFY IN FIELD
± 7' VERIFY IN FIELD
SITE WALL PILASTER
42/S-321
METAL PICKET FENCE ON CMU WALL
1/2" = 1'-0"
FG
2'-0"
1'
-
4
"
CMU SITE WALL PER
DETAIL 32/S-321
PRE-CAST CONCRETE
WALL CAP, CDI M600
SERIES OF QUIVALENT.
CAP TO OVERHANG
BLOCK 2" MAX. ALL
SIDES
MOW CURB
AT TURF
CMU SITE WALL
DETAIL 32/S-321
ELEVATION
SECTION A
1
LC501
A
-
2'
-
0
"
M
A
X
6"
1"
A
T
T
U
R
F
A
R
E
A
S
CLASS 2
AGGREGATE
BASE @ 90%
COMPACTION
STEPPED FOOTING
DETAIL 41/S-301
4"
MI
N
.
2
RRM-2500-2504.05-106
CURB AT ROLLING GATE
1" = 1'-0"
1
LC501
FS
2
LC501
2
LP5016"
M
I
N
.
/
2
'
M
A
X
.
1'
-
0
"
CLASS 2R AGGREGATE
BASE, COMPACTED TO 95%,
6" MINIMUM DEPTH UNLESS
OTHERWISE NOTED
3"6"6"
3"
C
L
R
.
3-#4 CONT. HORIZ. BARS
LIFT MASTER GATE
OPERATOR, SEE SPECS
1'
-
0
"
#4 @16" O.C. BOTH
WAYS
PER MANUFACTURER
CURB DEEPENS
AS IT CUTS INTO SLOPE, SEE
DETAIL 4/LC503
FS
2
LC501
2
LP501
BUILDING EDGE /
VERIFY FOOTING
LOCATION PRIOR
TO DIGGING,
ADJUST FENCE
AND CURB TO
PROTECT BUILDING
FOOTING IN
PLACE.
AP
P
R
O
X
.
2
'
S
E
E
L
C
4
0
1
1'
-
0
"
2"
M
I
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.
/
6
"
M
A
X
.
3" MIN. TO BLDG. FOOTING
VERIFY IN FIELD
CLASS 2R AGGREGATE
BASE, COMPACTED TO 95%,
6" MINIMUM DEPTH UNLESS
OTHERWISE NOTED
1'-2"
BUILDING FOOTING VERIFY WITH
AS-BUILT PLANS
3"3"
3" CIP6"6"
#4 @16" O.C. BOTH
WAYS
3"
C
L
R
.
3- #4 CONT. HORIZ. BARS
EQ.EQ.
CONDITION WHERE RETAINING
CONDITION AT DRIVEWAY
3
RRM-2500-2504.05-114
METAL PICKET GATE
1/2" = 1'-0"
8'
-
0
"
5'
-
6
"
2"
MCNICHOLS #14145120 GALV PERF SCREEN.
SECURE TO INTERIOR SIDE OF GATE WITH 3/16"
TAPPING SCREW AT MAX 8" O.C.
END BRACKET
GATE CLOSER
2'-0 1/4"
HANDLE SHALL BE OPERABLE WITH ONE HAND AND
SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,
OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO
ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS
MAXIMUM.
ADJACENT SURFACE,
PER PLAN
GATE LEAF POST - MIN. 2-1/2" x 12ga
HINGES, LOCINOX MAMMOTH
OR APPROVED EQUAL
HINGES, LOCINOX MAMMOTH
OR APPROVED EQUAL
3'
-
4
"
3 3
4",
TYP.
4'-0"
3'
-
4
"
19
3 8"
8'
-
0
"
1
LC501
METAL PICKET FENCE
APPROACH SIDE
(EXTERIOR TO PROPERTY)
PUSH SIDE
(INTERIOR TO PROPERTY)
NOTES:
1.CONTRACTOR SHALL PRODUCE SHOP DRAWINGS
FOR ALL WELDED CONNECTIONS.
2.ALL FENCING COMPONENTS SHALL BE POWDER
COATED BLACK.
3.ALL PICKETS SHALL BE POINTED OUTWARD FROM THE
PROPERTY.
1" X 14GA PICKET
33
4"
19
3 8"
SCHLAGE HARDWARE W/ INTERCHANGEABLE CORE.
4'
-
3
"
1'-0"
1'-0"
1'-0"1'-0"
4'
-
3
"
5'
-
6
"
1'-0"
3"
M
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3"
M
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,
C
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T
Y
P
.
SCHLAGE DOUBLE CYLINDER DEADBOLT, BY OWNER
2'-0 1/4"4'-0"
END BRACKET
MCNICHOLS #14145120 GALV PERF SCREEN.
SECURE TO INTERIOR SIDE OF GATE WITH 3/16"
TAPPING SCREW AT MAX 8" O.C.
PANIC BAR HARDWARE VON DUPRIN, OR
APPROVED EQUAL
3
16" X 10" HIGH KICK PLATE WELDED TO BOTH SIDES OF GATE
ADJACENT SURFACE,
PER PLAN
FENCE POST - MIN. 2-1/2" x 14ga
GATE LEAF POST - MIN. 2-1/2" x 12ga
RRM-2500-2504.05-1101
IV
IV
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D IV
EB
EB
WV
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IV
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WM
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SANTA ROSA ST.
WA
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ELEC
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
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9.9.24
LP001
SI
T
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E
N
C
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P
L
A
N
0 20 40 60 feet
1"=20'
10
SEE SHEET - LP101
SEE SHEET - LP102
1.CONTRACTOR SHALL SUBMIT LABELED PHOTOS OF ALL PLANT MATERIAL, TREES AND GROUNDCOVERS. PHOTOS SHALL BE OF THE SPECIFIED
CONTAINER SIZE. PHOTOS SHALL BE SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR REVIEW AND APPROVAL. INCLUDE PHOTOS OF
ANY SUBSTITUTES, CLEARLY LABELED.
2.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN
ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.
3.PLANT SCHEDULE ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES
BY PLAN CHECK. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR DISCREPANCIES.
4.UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL STRUCTURAL AND HARDSCAPE IMPROVEMENTS SHALL BE CONSTRUCTED AND
FINISHED AHEAD OF PLANTING.
5.ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR
CONFLICTS OR NECESSARY ADJUSTMENTS.
6.SOILS SHALL BE PREPARED AND AMENDED PER THE SPECIFICATIONS. SOIL AMENDMENTS AND PREPARATION SHALL CONFORM TO STATE
AB1881 AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCES. ALL WORK ON THE IRRIGATION SYSTEM INCLUDING OPERATIONAL TESTS,
AND BACKFILLING OF TRENCHES SHALL BE COMPLETED AHEAD OF PLANTING.
7.LOCATIONS OF ALL PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING. THE
REPRESENTATIVE RESERVES THE RIGHT TO MAKE ANY ADJUSTMENTS, SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANT LAYOUT AS
WORK PROGRESSES.
8.ALL PLANTING AREAS TO RECEIVE 3" THICK MIN. LAYER OF ROCK MULCH. SEE SPECIFICATIONS FOR MULCH TYPE. PROVIDE SAMPLE FOR
APPROVAL.
9.THESE PLANS COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND THE CRITERIA HAVE BEEN
APPLIED FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.
PLANTING NOTES
IV
IV
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SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS QTY
SHRUBS
AGAVE ATTENUATA X OCAHUI 'BLUE GLOW'BLUE GLOW AGAVE 5 GAL LOW 5
BOUTELOUA GRACILIS 'BLONDE AMBITION'BLONDE AMBITION BLUE GRAMA 1 GAL LOW 9
CALLISTEMON X 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL LOW 4
PENNISETUM SPATHIOLATUM SLENDER VELDT GRASS 5 GAL LOW 15
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY
GROUND COVERS
TURF MARATHON MARATHON SOD 129 SF
PLANT SCHEDULE
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
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T
S
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9.9.24
0 10 20 30 feet
1"=10'
5
MATCHLINE - LP102
LP101
PL
A
N
T
I
N
G
P
L
A
N
D IV
EB
TW
=
2
3
6
.
2
6
BEH
I
N
D
W
A
L
L
=
2
2
6
.
3
1
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=
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3
6
.
3
0
/
2
3
4
.
9
5
BEH
I
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D
W
A
L
L
=
2
2
6
.
0
0
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/
F
W
=
2
3
1
.
5
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'
EG
/
F
W
=
2
3
0
.
9
5
'
SANTA ROSA ST.SANTA ROSA ST
EXISTING IRRIGATION TO REMAIN.
ADJUST IRRIGATION PIPING AND SPRAY HEADS
AS NEEDED TO ACCOMODATE NEW PLANTING.
EXISTING IRRIGATION TO REMAIN.
ADJUST IRRIGATION PIPING AND SPRAY HEADS
AS NEEDED TO ACCOMODATE NEW PLANTING.
ADJUST EXISTING VALVES, BOXES, SPRAY HEADS,
PIPING IN THIS AREA TO ACCOMODATE
FENCING/WALL IMPROVEMENTS.
LAY DOWN SOD TO PATCH BACK TO EXISTING TURF.
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS QTY DETAIL
SHRUBS
AGAVE ATTENUATA X OCAHUI 'BLUE GLOW'BLUE GLOW AGAVE 5 GAL LOW 5 1/LP501
BOUTELOUA GRACILIS 'BLONDE AMBITION'BLONDE AMBITION BLUE GRAMA 1 GAL LOW 9 1/LP501
CALLISTEMON X 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL LOW 4 1/LP501
PENNISETUM SPATHIOLATUM SLENDER VELDT GRASS 5 GAL LOW 15 1/LP501
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY DETAIL
GROUND COVERS
TURF MARATHON MARATHON SOD 129 SF
PLANT SCHEDULE
CITY SPECIFICATION NO.
DATE:
PR
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
%
C
O
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11
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6
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0 10 20 30 feet
1"=10'
5
MATCHLINE - LP101
LP102
PL
A
N
T
I
N
G
P
L
A
N
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
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:
SH
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T
I
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:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90
%
C
O
N
S
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9.9.24
LP501
PL
A
N
T
I
N
G
D
E
T
A
I
L
S
2 TIMES ROOTBALL DIAMETER
1"
MULCH PER PLANS
BACKFILL MIX, AMENDED
WITH COMPOST OR OTHER
APPROVED ORGANIC
MATERIAL
UNDISTURBED NATIVE SOIL
TOP OF ROOTBALL AT OR SLIGHTLY
ABOVE FINISH GRADE
SHRUB PLANTING
1 1/2" = 1'-0"RRM-2500-2504.05-70
1
ROCK MULCH IN PLANTING AREA
1 1/2" = 1'-0"
1
3
2
CRUSHED ROCK MULCH PER PLANS1
FILTER FABRIC2
PLANTING PER PLANS3
3"
2
RRM-2500-2504.05-11
S-101
SH
E
E
T
I
N
D
E
X
,
A
B
B
R
E
V
I
A
T
I
O
N
S
,
&
S
Y
M
B
O
L
S
DETAIL REFERENCE BUBBLE WITH LEADER
DRAG STRUT CONNECTION
MOMENT CONNECTION
WIDE FLANGE STEEL COLUMN
NUMBER OF EVENLY SPACED
STEEL HSS TUBE COLUMN
WELDED WIRE FABRIC
ELEVATION OF WALL OR FRAME
SLOPED SURFACE
INDICATES SAND OR GROUT
INDICATES GRAVEL
EARTH LAYER
NORTH ARROW
SLOPE
FULL HEIGHT SECTION INDICATOR
DETAIL REFERENCE BUBBLE
BEAM CAMBER AT MID-SPAN
SPECIAL STUD SPACING SEE TYPICAL
DOUBLE ANGLE BRACE
STEEL IN CROSS SECTION
FULL HEIGHT STIFFENER CONNECTION
STEPPED FOOTING
TOP/BOTTOM OF ELEVATIONS
TOP OF STEEL ± ELEVATION
MEMBER SPLICE
STEEL HSS OR PIPE COLUMN
(WWF LAYER)
STEPPED SURFACE; FLOOR DEPRESSION
ANGLE BRACE
SHEAR STUDS
STEEL DETAILS
-
S-
BOT OF
EL = (-X'-X")
BOTTOM STEPPED FOOTING
WOOD POST
X
XX'-X"
INDICATES HEADER @ OPENING PER HEADER SCHEDULE
INDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)
INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXX
INDICATES BEARING WALL
SHADED AREA INDICATES CALIFORNIA FRAMING
SHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVE
INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXX
INDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT
INDICATES PAD FOOTING TYPE PER SCHEDULE
1x INDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE
INDICATES BEARING CMU WALL BELOW
INDICATES BEARING CMU WALL ABOVE
INDICATES NON-BEARING CMU WALL BELOW
INDICATES NON-BEARING CMU WALL ABOVE
INDICATES EXISTING BEARING CMU WALL
INDICATES BEARING CONCRETE WALL BELOW
INDICATES EXISTING NON-BEARING CMU WALL
INDICATES NON-BEARING CONCRETE WALL BELOW
INDICATES BEARING CONCRETE WALL ABOVE
INDICATES NON-BEARING CONCRETE WALL ABOVE
INDICATES EXISTING NON-BEARING CONCRETE WALL
INDICATES BEARING WOOD WALL BELOW
INDICATES BEARING WOOD WALL ABOVE
INDICATES PLYWOOD SIDE FOR SHEARWALL
INDICATES NON-BEARING WOOD WALL BELOW
INDICATES NON-BEARING WOOD WALL ABOVE
INDICATES EXISTING BEARING WOOD WALL
INDICATES EXISTING NON-BEARING WOOD WALL
INDICATES EXISTING BEARING CONCRETE WALL
KSI
FOOTING
HEIGHT
INCLUDE
INFORMATION
INCL
INFO
JST
INSP
INT
JOINT
JOIST
KIPS
ID
I-JST
IN
IF
HT
INCH
GRADE BEAM
HORIZONTAL
GROUND
HIGH POINT
H or HORIZ
HP
GB
GRND
FACE OF MASONARY
FOOT; FEET
FOM
FJ
ELEVATOR
EDGE NAIL
EMBEDMENT
EXISTING
EXTERIOR
EACH WAY
EQUAL OR EQUIVALENT
EXIST or (E)
FDN
EW
ELEV
ES
EQUIP
EQ
STRUCTURAL STEEL SHAPES
WT, ST, MT
MC
AMERICAN STD CHANNEL SHAPE
MISC CHANNEL SHAPE
THRU
THK
T & G
T & B
TOC
TO
TB
STRUCT
STIFF
STL
SW
THREADED
TEMPERATURE; TEMPORARY
STIFFENERS
STEEL
STANDARD
AMERICAN WOOD PRESERVERS ASSOCIATION
CONSTRUCTION JOINT; CONTROL JOINT
COMPLETE JOINT PENETRATION WELD
DIAPHRAGM
DRAWING
DIAMETER
DOWEL
EACH FACE
ELEVATION
EF
EL
DWL
EACH
DIM
DIAG
CONTRACTOR
CONSTRUCTION
CUBIC FOOT
PENNY (NAIL OR BAR DIA)
CONNECTION; CONNECT
CONCRETE
DBL
CU FT
d
DETAIL
CONSTR
CONTR
CJP
CONT
CONN
CONC
BEARING
CENTER OF GRAVITY
CENTER TO CENTER
CANTILEVER
CAMBER
COMPRESSION
COLUMN
CONCRETE MASONRY UNIT
CLR
COMP
CMU
CJ
CL
BTWN
BLOCKING
BN
BM
BLOCK
BLDG
ASTM
AITC
SPECS
SN
SPCG
SHTG
SEP
PSI
PVMT
#
PSL
SHEATHING
SHEET
SECTION
PARTIAL JOINT PENETRATION WELD
REINFORCE; REINFORCING
PARALLEL STRAND LUMBER
PAVEMENT
REFERENCE
REQUIRED
PLATE WASHER
PREFABRICATED
PLYWOOD
ORIGINAL
OD
PI
L
PC
OPP
NO or #
OC
MIN
(N)
MFR
PONDS PER LINEAL FOOT
PROPERTY LINE
PERPENDICULAR
ADDL
APPROXIMATE
ARCHITECTURAL; ARCHITECT
ADJACENT
ARCH
APA
AESS
ALUM
ALT
ADJ
ANCHOR BOLT
AMERICAN CONCRETE INSTITUTE
AB
LINEAL FOOT
POUND(S)
LOW POINT
LEVEL OR LAMINATED VENEER LUMBER
MACHINE BOLT
MASONRY
MATERIAL
LINEAL; LINEAR
LONG SLOTTED HOLES
LONG LEG VERTICAL
LF
LT WT
MAS
MAX
MATL
LVL
LLV
LLH
AMERICAN PLYWOOD ASSOCIATION)
KIPS PER SQUARE INCH
FTG
HORIZONTALLY SLOTTED HOLESHSH
INSIDE DIAMETER
INSIDE FACE
I-JOIST
INSPECTION
INTERIOR
JT
K
GALVANIZED
HANGER
GLUED LAMINATED BEAM
HGR
GR
GLB
GALV
GA
GRADE
GAUGE
FACE OF CONCRETE
FIELD NAIL
FLANGE
FLOOR JOIST
FRAMING
FACE OF WALL
FACE OF STUD
FT
FRMG
FOW
FOS
FN
FOC
FLG
FLR
FIN
FLOOR
FINISH
ENGINEER
EACH SIDE
EQUIPMENT
FOUNDATION
EXT
ENGR
EN
EMBED
TYPICALTYP
PIPE-X
PIPE-XX
HSS
C
PIPE
L
W
WWF
WD
WP
W/O
W/
UNO
VSH
VERT
UT
DBL EXTRA STRONG PIPE SHAPE
EXTRA STRONG PIPE SHAPE
HOLLOW STRUCTURAL SECTION
STANDARD PIPE SHAPE
STRUCT TEE SHAPE
ANGLE SHAPE
W SHAPE
WELDED WIRE FABRIC
WORK POINT; WATERPROOF
WOOD
WITHOUT
WITH
VERTICAL SLOTTED HOLES
ULTRA-SONIC TEST
UNLESS NOTED OTHERWISE
VERTICAL
TOP or T
THR
TOW
TOS
TOF
TEMP
STIRR
SYM
SS
SSL
STGR
STD
SQ
TOP OF STEEL/TOP OF SLAB
TOP OF CURB; TOP OF CONCRETE
THICKNESS/THICK
THROUGH
TOP OF WALL
TOP
TOP OF FOOTING
TONGUE & GROOVE
TOP AND BOTTOM
TOP OF
TIE BEAM
SYMMETRICAL
SHEAR WALL
STRUCTURAL
STIRRUP
SHORT SLOTTED HOLES
STAINLESS STEEL
STAGGER
SQUARE
AWPA
AMERICAN SOCIETY FOR TESTING MATERIALS
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
DOUGLAS FIR/LARCHDF
DIMENSION
DIAGONAL
ELECTRICAL
EXPANSION JOINT
DWG
ELEC
EJ
EA
DIAPH
DN DOWN
CENTER
DEPARTMENT
DOUBLE
COUNTERSINK; COUNTERSUNK
CONTINUE; CONTINUOUS
CTR
DEPT
DET
CTSK
BETWEEN
CLEARANCE; CLEAR
CENTER LINE
CAST-IN-PLACE
COL
CIP
BRG
CAM OR C
CANT
CG
CC
BUILDING
BOUNDARY NAIL
BOTTOM
AMERICAN WELDING SOCIETY
BLK
BOT OR B
BRC
BLKG
BRACE
BEAM
AWS
SOG
SIM
SCHED
RF
Ø
SHT
SECT
REINF
REF
REQD
PREFAB
PLY
PT
PW
PSF
PJP
PROP
SPECIFICATIONS
SLAB ON GRADE
SHEAR NAIL
SPACING
SIMILAR
ROUND; DIAMETER
ROOF
SEPARATION
SCHEDULE
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
POUND; NUMBER
PRESSURE TREATED
PROPERTY
MECHANICAL
NEW
NORTH
ON CENTER
NOT TO SCALE
NUMBER
OPENING
OPPOSITE
OUTSIDE FACE
ORIENTED STRAND BOARD
OPPOSITE HAND
MINIMUM; MINUTE
OUTSIDE DIAMETER
MISCELLANEOUS
MANUFACTURER
PARA OR //
PLF
PL
PLCS
P OR PL.
PERP
OPNG
OSB
ORIG
OH
OF
NTS
MECH
MISC
N
PLYWOOD INDEX
PRECAST; PIECE
PLATE
PLACES
PARALLEL
ARCHITECTURAL EXPOSED STRUCTURAL STEEL
AMERICAN NATIONAL STANDARDS INSTITUTE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ADDITIONAL
ANCHOR
ALTERNATE
ALUMINUM
APPROVED
ENGINEERED WOOD ASSOCIATION (FORMERLY THE
ANCH
APPROX
APPVD
ANSI
AISC
ACI
LIGHTWEIGHT
MAXIMUM
LONG LEG HORIZONTAL
MB
LP
LSH
LIN
LB(S) OR #
DIA OR Ø
LAMINATED STRAND LUMBERLSL
ABOVE AND BELOWA & B
RR ROOF RAFTER
POST ABOVEPA
FLOOR TIE ABOVEFTA
KING POSTKP
WO WHERE OCCURS
ABOVEABV
KING STUDKS
TS TRIMMER STUD
INDICATES CONTINUOUS FOOTING TYPE PER SCHEDULEC1
SHEET INDEXWALL TYPESSYMBOLS
ABBREVIATIONS
S-101 SHEET INDEX, ABBREVIATIONS, & SYMBOLS
S-102 GENERAL NOTES
S-103 GENERAL NOTES
S-104 SPECIAL INSPECTION & TESTS
S-301 TYPICAL CONCRETE DETAILS
S-321 MASONRY DETAILS
DO DO OVER HEADERHDR
F1
X
CITY SPECIFICATION NO.
DATE:
PR
O
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:
SH
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
11
0
6
W
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I
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S
J. LONG
J. MEADOWS
AS NOTED
2504-05-PS23
2000577-02
E
R
P
R
No. 6488
S
T UC T U R A LS
TAT
OF C A L I F O R NIA
EGISTE R
E D R O F E SS IONAL
EN
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RJESSICA M . MEA
D
O
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N:
\
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4
0
0
\
2
5
0
4
-
0
5
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P
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2
3
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S
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P
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1
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1
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1
a
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AUGUST 23, 2024
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%
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S
INDICATES SHEAR TYPE AND LENGTH, PER SHEAR WALL SCHEDULE INDICATES TOP PLATE SPLICE NAILING PER SCHEDULE
S-102
GE
N
E
R
A
L
N
O
T
E
S
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
11
0
6
W
A
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N
U
T
F
E
N
C
I
N
G
I
M
P
R
O
V
E
M
E
N
T
S
J. LONG
J. MEADOWS
AS NOTED
2504-05-PS23
2000577-02
E
R
P
R
No. 6488
S
T UC T U R A LS
TAT
OF C A L I F O R NIA
EGISTE R
E D R O F E SS IONAL
EN
G
I
N
E
E
RJESSICA M . MEA
D
O
W
S
N:
\
2
4
0
0
\
2
5
0
4
-
0
5
-
P
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2
3
-
S
L
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D
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N
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B
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F
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5
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4
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3
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S
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1
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AUGUST 23, 2024
10
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%
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S
ALL WORK SHALL BE PREFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS
PROJECT, AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, IN
CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
AND STANDARD PLANS, 2015 EDITION (UNREVISED), AND LATEST EDITION OF CALIFORNIA MUTCD.
A.2022 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2022 EDITION AND
LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.
B.ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK,
INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).
2.ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO
THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT AND CITY PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED.
ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS
SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE CITY OR
ARCHITECT.
3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL
BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED
FROM THE DRAWINGS.
5.SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
A.PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,
EXCEPT AS SHOWN OR NOTED.
B.ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
C.CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
D.SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR
MOTOR MOUNTS.
7.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO
NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT
NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE
CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,
INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING
STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF
CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION
SAFETY.
8.BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE /
CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS.
BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR
CONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH.
9.THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR
SHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP,
SHORTENING, ETC..
10.OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS,
UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN
DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL
DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.
11.ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE
OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.
12.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED
EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH
STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND CITY ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
13.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE
ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF
CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL, AND NATURAL GAS UNDERGROUND FACILITIES.
CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF
CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.
14.THE CONTRACTOR SHALL ALLOW FOR SUFFICIENT TIME FOR THE ENGINEER OF RECORD TO THOROUGHLY
REVIEW THE SUBMITTAL PACKAGES, IN ACCORDANCE WITH THE CITY'S STANDARD GUIDELINES.
GENERAL
1.DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS (ELEVATIONS).
2.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. DRAWINGS SHALL NOT BE SCALED.
3.SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.
4.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE
ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.
DIMENSIONS
1.WIND DESIGN DATA (2022 CBC SECTION 1603.1.4) :
2.EARTHQUAKE DESIGN DATA (2022 CBC SECTION 1603.1.5):
3.GEOTECHNICAL INFORMATION (2022 CBC SECTION 1603.1.6):
REFER TO FOUNDATION GENERAL NOTES
SITE AND OCCUPANCY PARAMETERS
PARAMETER VALUE REFERENCE
RISK CATEGORY IV 2022 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.5 ASCE 7-16 TABLE 1.5-2
MAPPED SPECTRAL RESPONSE ACCELERATIONS:
S S = 1.064 g
2022 CBC 1613.2.1 S 1 = 0.392 g
SITE CLASS D (DEFAULT)2022 CBC 1613.2.2
SPECTRAL RESPONSE COEFFICIENTS:
S DS = 0.851 g
2022 CBC 1613.2.4 S D1 = 0.499 g
WIND DESIGN DATA
PARAMETER VALUE REFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST)VULT = 102 MPH 2022 CBC FIG. 1609.3
NOMINAL DESIGN WIND SPEED (3-SEC GUST)VASD = 82 MPH 2022 CBC 1609.3.1
EXPOSURE CATEGORY C 2022 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT:GCpi = ± 0.18 ASCE 7-16 TABLE 26.13-1
DESIGN INFORMATION
1.LATERAL EARTH PRESSURES:
* SEISMIC SOIL PRESSURE APPLIES TO WALLS GREATER THAN 6 FEET IN HEIGHT MEASURED FROM TOP OF
FOUNDATION
** FOR SLOPING BACKFILL ADD 1 PCF FOR EVERY 2 DEG. (ACTIVE CASE) AND 1.5 PCF FOR EVERY 2 DEG
(AT REST)
2.SPREAD OR CONTINUOUS FOOTINGS:
NOTES:
A.THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT
DURATION SUCH AS WIND OR SEISMIC FORCES.
B.THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND
PASSIVE RESISTANCE WITH THE LESSER REDUCED BY 33 PERCENT.
C.THE UPPER 6 INCHES OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN
CALCULATING PASSIVE RESISTANCE.
D.COMPACTED FILL SHOULD BE PREPARED PER SECTION 6.0 GEOTECHNICAL EVALUATION REPORT
3.WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL
CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,
STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
4.CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER
AND/OR SEEPAGE.
5.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS
BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR
PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE
COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR
DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.
6.EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.
7.FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY
COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND
APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO
SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PER
SECTION 1705.6 OF THE CODE.
8.ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO
UNDISTURBED SOILS.
9.PIPES WITHIN THE ZONE OF INFLUENCE OF BUILDING OR SITE ELEMENT FOUNDATIONS SHALL BE INCREASED IN
LEAN CONCRETE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER OF RECORD.
ELEMENT
ALLOWABLE
BEARING
CAPACITY
(PSF) A
ALLOWABLE LATERAL RESISTANCE B
PASSIVE RESISTANCE
(PSF/FT BELOW
GRADE)
FRICTION RESISTANCE
(COEFFICIENT OF
FRICTION)
BUILDING FOUNDATION 1,500 100 0.25
ACTIVE EARTH PRESSURE
(CANTILEVER RETAINING
WALLS)
50H
30H
(PCF)
FOUNDATION
*SEISMIC
NATIVE
50H
(PCF)
ENG FILLENG FILL
EXISTING CONDITIONS
1.ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT
KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.
2.WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT
AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR
NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.
EXISTING UNDERGROUND UTILITIES
1.THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE
CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY
SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.
3.AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO
WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A.FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B.FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
MATERIAL ASTM STANDARD
PORTLAND CEMENT (TYPE II)A C150
CONCRETE AGGREGATES (HARDROCK)C33
CONCRETE AGGREGATES (LIGHTWEIGHT)C C330
WATERB C1602
COAL FLY ASH OR POZOLLAN (CLASS F)C618
NATURAL OR MANUFACTURED SAND C33
SLAG C989
CONCRETE
LOCATION IN STRUCTURE MINIMUM STRENGTH
(PSI)DENSITY (PCF)MAX SLUMP
(IN±1)
MAX
WATER/CEMENT
RATIO
SLAG/
FLY ASHA
(MAX)
CONCRETE FOUNDATIONS 3,000 150 4 0.5 0.25
1.ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE
PROVISIONS OF ACI 318-19.
2.CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:
A.FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-19 TABLE
19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.
B.WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENT
RATIO BE EXCEEDED.
C.PUMICE AGGREGATE SHALL NOT BE USED.
3.CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-19, WHICH REFERENCES
ACI 301-20 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVE
STRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-20 ARTICLE 4.2.3.4.
SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):
A. AS MEASURED BY CEMENTITIOUS WEIGHT
4.READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF
ASTM C94 OR C685.
5.DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-19 AND
PROJECT SPECIFICATIONS.
6.ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED AND
ROUGHENED TO 1/4" AMPLITUDE.
7.ALL REINFORCING BARS, ANCHOR BOLT HOLDOWNS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED
AND TIED IN POSITION PRIOR TO PLACING CONCRETE. IN NO CASE SHALL ANY REINFORCING BARS, ANCHOR
BOLTS, HOLDOWNS OR OTHER CONCRETE INSERTS BE "WET SET" OR "WET-STABBED" INTO CONCRETE DURING
THE POUR.
8.PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT
ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEOR
APPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THE
DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.
9.PIPES EMBEDDED IN CONCRETE:
A.CONCRETE
a.PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE
EXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.
b.NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK.
c.PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.
d.DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3
DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.
1.REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THE
PROVISIONS OF ACI 318-19, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FOR
ASTM A706 GR60 STEEL PER ACI 318-19 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:
A.THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY
MORE THAN 18,000 PSI.
B.THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN
1.25.
C.WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BE
PERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-19.
2.BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING
BAR BENDS SHALL BE MADE COLD.
3.WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDED
DEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS AND
ALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-19 SECTION
25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.
4.REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL
BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.
A.MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-19
SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
B.MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER
TMS 042-16 SECTION 6.1.6.1.1 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
5.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS
MADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERING
GRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IF
CONCURRENTLY PRESENT ON SITE.
6.WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS
CERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO
THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARS
TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.
7.REINFORCING STEEL SHALL BE ACCURATELY PLACED, ADEQUATELY SUPPORTED AND SHALL BE SECURED
AGAINST DISPLACEMENT, AND TIED BEFORE THE CONCRETE IS PLACED DURING CONSTRUCTION WITHIN
PERMITTED TOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT
THE PROPER DISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS,
SPACERS, BOLSTERS, REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD
PRACTICE", LATEST EDITION.
8.REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICE
FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.
9.COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE
ARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS
AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF
CONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAP
SPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTION
SHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACING
REQUIREMENTS OF ACI 318-19.
10.MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO
PLACEMENT OF CONCRETE PER ACI 318-19 SECTION 26.13.2.3 OF THE CODE.
11.WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF
REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,
CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS
OR REINFORCING STEEL.
12.CONCRETE PROTECTION FOR REINFORCEMENT
13.MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-19 SECTION
25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICES
MUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTS
INCLUDE:
LENTON STANDARD COUPLERS (IAPMO-ES 0129)
LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)
LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)
LENTON LOCK COUPLERS PER (IAPMO-ES 0129)
NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALL
BE ASTM A706 PER IAPMO-ES 0129.
ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMES
AND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-19
SECTION 18.2.7 & 18.12.7.4
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED):MINIMUM COVER, IN.
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
NO.6 THROUGH NO. 18 BAR
NO.5 BAR, W31 OR D31 WIRE & SMALLER
2
1 12"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:
NO.14 AND NO.18 BARS
NO.11 BAR & SMALLER
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS
1 12"
3 4"
1 12"
REINFORCING STEEL
1.MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FOR
MASONRY STRUCTURES" (TMS 402-16 ) PUBLISHED BY THE MASONRY SOCIETY AND WITH CHAPTER 21 OF THE CODE.
2.CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOAD
BEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:
3.MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING
PROPERTIES AND STRENGTHS:
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
4.GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THE
FOLLOWING REQUIREMENTS:
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
5.MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:
6.ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR.
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
7.REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.
8.PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.
9.ALL CELLS SHALL BE GROUTED SOLID.
10.DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THE
REQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS"
FOR REQUIREMENTS.
11.USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.
12.USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAX
GROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAY
BE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:
A.MASONRY HAS CURED FOR AT LEAST 4 HOURS
B.GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11"
C.NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHT
D.CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTING
PER TMS 602-16 ARTICLE 3.2F.
13.CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELF
CONSOLIDATING GROUT
14.EMBEDDED PIPES AND CONDUITS
A.CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THE
FOLLOWING REQUIREMENTS:
a.THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTER
b.THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRY
COLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTION
c.THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:
d.WRAP PIPES AND FITTINGS WITH 14" FOAM TAPE MIN.
B.PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:
a.CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° F
b.UNDER PRESSURE IN EXCESS OF 55 PSI
c.CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING
C.ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMU
15.ALL INTERIOR EXPOSED CORNERS TO BE BULL NOSE BLOCK PROFILE, NOT REQUIRED AT EXTERIOR OR SPLICE
FACE CONDTIONS, FIELD GRIND CORNERS TO ACCEPTED.
COMPONENT ASTM NOTES
SAND ASTM C144
LIME ASTM C207
PORTLAND CEMENT ASTM C150 TYPE I or II, LOW ALKALI, < 6 MONTHS OLD
PEA GRAVEL ASTM C301
MASONRY
WALL DESIGN STRENGTH NET AREA COMPRESSIVE STRENGTH OF
CONCRETE MASONRY UNITS DENSITY
f'm = 2,000 PSI 2,000 PSI MINIMUM MEDIUM WIEGHT
f'm = 2,500 PSI 3,250 PSI MINIMUM MEDIUM WIEGHT
WALL DESIGN STRENGTH MORTAR TYPE MORTAR 28 DAY COMPRESSIVE STRENGTH
f'm = 2,000 PSI S 2,000 PSI MINIMUM
f'm = 2,500 PSI M 2,500 PSI MINIMUM
WALL DESIGN STRENGTH COMPRESSIVE
STRENGTH GROUT 28 DAY MIX DESIGN
f'm = 2,000 PSI 2,000 PSI
3 PARTS SAND
2 PARTS PEA GRAVEL
1 PART PORTLAND CEMENT
8-11 INCH SLUMP
f'm = 2,500 PSI -SUBMIT MIX DESIGN
WALL THICKNESS REINFORCED CELL UN-REINFORECED CELL
8"(2) 1 2" Ø
(1) 3 4" Ø
(3) 1 2" Ø
(2) 3 4" Ø
(1) 1" Ø
12"
(4) 1 2" Ø
(3) 3 4" Ø
(2) 1" Ø
(1) 1 14" Ø
(5) 1 2" Ø
(4) 3 4" Ø
(3) 1" Ø
(2) 1 1 4" Ø
Ø*
*
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CITY SPECIFICATION NO.
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APPROVED BY:
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AS NOTED
2504-05-PS23
2000577-02
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No. 6488
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1.STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED
FABRICATOR IN ACCORDANCE WITH AISC 360-16 AND CHAPTER 22 OF THE CODE.
2.ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO):
3.THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR REVIEW AND
APPROVAL BY THE AOR AND SEOR PRIOR TO FABRICATION.
4.BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS
NOTED.
5.ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, SPRAY ON FIREPROOFING,
OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED, EXCEPT AS REQUIRED FOR DESIGNATION OF
PROTECTED ZONES.
6.PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED TO REINFORCED
CONCRETE/MASONRY USING POST-INSTALLED ANCHORS, CONTRACTOR SHALL LOCATE ALL REINFORCEMENT
AND CONFIRM CONSTRUCTABILTY OF ANCHOR LOCATIONS. SHOULD CONFLICTS WITH REINFORCEMENT
OCCUR, CONTRACTOR SHALL COORDINATE AND SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED
STEEL FABRICATIONS TO SEOR FOR REVIEW AND APPROVAL. DO NOT CUT OR DAMAGE EXISTING
REINFORCEMENT.
7.REFER TO ARCHITECTURAL DRAWINGS FOR STEEL FINISH. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL
EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. PROTECT FIELD WELDS
EXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH / COLD GALVANIZING. REFER TO ARCH
DRAWINGS FOR STEEL FINISH.
8.ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO REQUIREMENTS
OF AISC 303-22.
9.ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL WELDS SHALL BE IN
CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING
CONSTRUCTION (AWS D1.1-15) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL INSPECTIONS SECTION FOR
WELDING INSPECTION REQUIREMENTS. ALL WELDING FOR ELEMENTS OF THE LATERAL FORCE RESISTING SYSTEM
SHALL PER AWS D1.8-16.
10.THE CONTRACTOR SHALL SUBMIT ALL WELDING PROCEDURE SPECIFICATIONS FOR REVIEW AND APPROVAL BY
SEOR. THE SUBMITTED WELDING PROCEDURES SHALL INCLUDE ONLY THOSE PROCEDURES RELEVANT TO THIS
PROJECT. ALL WELDED JOINTS SHALL BE PREQUALIFIED PER AWS OR BE QUALIFIED BY TEST PER AWS. A
PROCEDURE QUALIFICATION RECORD (PQR) SHALL BE INCLUDED WITH THE WPS IF THE WELDING PROCEDURE
OR JOINT IS QUALIFIED BY TESTING. THE ELECTRODE MANUFACTURER AND PRODUCT/TRADE NAME SHALL BE
IDENTIFIED IN THE WPS IN ADDITION TO THE AWS ELECTRODE CLASSIFICATION NAME. A COPY OF THE
ELECTRODE MANUFACTURER'S TECHNICAL DATA SHEETS WITH THE RECOMMENDED WELDING PARAMETERS
SHALL BE SUBMITTED WITH THE WPS.
11.100 PERCENT ULTRASONIC TESTING IS REQUIRED FOR ALL COMPLETE JOINT PENETRATION GROOVE WELDS.
12.IF INTERMIXING OF WELD FILLER MATERIAL IS REQUIRED AT SPECIFIC WELDED JOINTS, AND IF ONE OF THE FILLER
METALS IS FCAW-S, SUBMIT A WELDING PROCEDURE SPECIFICATION (WPS) AND QUALIFY BY TESTING.
13.DISCONTINUITIES IN WELDS CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS
TACK WELDS, ERECTION AIDS, AIR ARC GOUGING AND FLAME CUTTING SHALL BE REPAIRED AS REQUIRED BY SEOR.
STRUCTURAL STEEL
STRUCTURAL STEEL MATERIALS
SHAPE ASTM/GRADE
W SHAPES, WT SHAPES A992
PLATES (INCLUDING BASE PLATES)A572
ANGLES, CHANNELS A36
HSS A500 GRB
HIGH STRENGTH BOLTES (AS NOTED ON DRAWINGS)A325/F1852, A490SC/F2280SC A325SC/F1852SC
ANCHOR RODS (UNLESS NOTED ON DRAWINGS)F1554 GR36
COMMON/MACHINE BOLTS A307 GR A
1.CONDUCT TESTING OF POST- INSTALLED ANCHORS PER SECTION 1901.3.4 OF THE CODE.
2.WHERE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR APPLICABLE ICC-ES EVALUATION SERVICES
REPORT CALL FOR THE APPLICATION OF AN INSTALLATION TORQUE, THE SPECIFIED TORQUE SHALL BE APPLIED
WITH A CALIBRATED TORQUE WRENCH. THE SPECIFIED INSTALLATION TORQUE SHALL NOT BE EXCEEDED.
3.THE SPECIAL INSPECTOR SHALL BE ON THE JOBSITE DURING ANCHOR INSTALLATIONS AS REQUIRED PER
CHAPTER 17 OF THE CODE, UNLESS OTHERWISE NOTED IN ICC-ES ESR, TO VERIFY ANCHOR, ANCHOR
DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACING,
EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND INSTALLATION TORQUE.
4.TEST LOAD: REQUIRED TEST LOADS SHALL BE DETERMINED BY ONE OF THE FOLLOWING METHODS:
A.TWICE THE MAXIMUM ALLOWABLE TENSION LOAD OR ONE AND A QUARTER (1 1/4) TIMES THE
MAXIMUM DESIGN STRENGTH PROVIDED BY THE ICC REPORT OR DETERMINED PER ACI 318. THE TENSION
TEST LOAD NEED NOT TO EXCEED 80 PERCENT OF THE NOMINAL YIELD STRENGTH OF THE ANCHOR (0.8
As Fy). SEE STRUCTURAL DETAILS FOR DESIGN-BASED TENSION TEST LOADS FOR ADHESIVE ANCHORS.
B.THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE AS APPROVED BY THE ICC REPORT.
5.TENSION OR TORQUE TESTING OF POST-INSTALLED ANCHORS SHALL BE DONE IN THE PRESENCE OF THE
SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE IOR AND ENFORCEMENT
AGENCY.
6.THE SPECIAL INSPECTOR SHALL SELECT ANCHORS FOR TESTING AT RANDOM.
7.TEST FREQUENCY:
APPLICATION QUANTITY
STRUCTURAL 100% OF BOLTS
NON-STRUCTURAL 50%; ALTERNATE BOLTS IN A GROUP
(SUCH AS EQUIPMENT ANCHORAGE)(TEST AT LEAST HALF OF THE ANCHORS IN GROUP)
SILL PLATE BOLTING 10% OF BOLTS
EXCEPTIONS:
A.UNDERCUT ANCHORS THAT ALLOW VISUAL CONFIRMATION OF FULL SET SHALL NOT REQUIRE TESTING.
B.WHERE THE FACTORED DESIGN TENSION ON ANCHORS IS LESS THAN 100 LBS AND THOSE ANCHORS ARE
CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS.
C.WHERE ADHESIVE ANCHOR SYSTEMS ARE USED TO INSTALL REINFORCING DOWEL BARS IN HARDENED
CONCRETE, ONLY 25 PERCENT OF THE DOWELS SHALL BE TESTED IF ALL OF THE FOLLOWING CONDITIONS
ARE MET:
·THE DOWELS ARE USED EXCLUSIVELY TO TRANSMIT SHEAR FORCES ACROSS JOINTS BETWEEN
EXISTING AND NEW CONCRETE.
·THE NUMBER OF DOWELS IN ANY ONE MEMBER EQUALS OR EXCEEDS 12.
·THE DOWELS ARE UNIFORMLY DISTRIBUTED ACROSS SEISMIC FORCE RESISTING MEMBERS (SUCH AS
SHEAR WALLS, COLLECTORS, AND DIAPHRAGMS).
D.TESTING OF SHEAR DOWELS ACROSS COLD JOINTS IN SLAB ON GRADE, WHERE THE SLAB IS NOT PART OF
THE LATERAL FORCE-RESISTING SYSTEM SHALL NOT BE REQUIRED.
E.TESTING IS NOT REQUIRED FOR POWER ACTUATED FASTENERS USED TO ATTACH TRACKS OF INTERIOR
NON-SHEAR WALL PARTITIONS FOR SHEAR ONLY, WHERE THERE ARE AT LEAST THREE FASTENERS PER
SEGMENT OF TRACK.
8.TEST METHODS: TEST LOADS MAY BE APPLIED BY ANY METHOD THAT WILL EFFECTIVELY TRANSMIT A
MEASURABLE TENSION LOAD TO THE ANCHOR. ACCEPTABLE METHODS INCLUDE:
A.USE OF HYDRAULIC JACK, WHEREBY EITHER UNCONFINED OR CONFINED TESTING SHALL BE ACCEPTABLE;
B.USE OF CALIBRATED SPRING LOADED DEVICES; OR
C.USE OF A CALIBRATED TORQUE WRENCH FOR TORQUE-CONTROLLED EXPANSION ANCHORS.
9.TEST ACCEPTANCE CRITERIA: ACCEPTANCE CRITERIA FOR POST-INSTALLED ANCHORS SHALL BE BASED ON THE
ICC REPORT OR MANUFACTURER'S WRITTEN INSTRUCTION AS ACCEPTABLE TO OSHPD. FIELD TESTS SHALL
SATISFY THE FOLLOWING MINIMUM REQUIREMENTS:
A.HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED DEVICES
SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNABLE
MOVEMENT DURING THE TENSION TEST, E.G. AS EVIDENCED BY LOOSENING OF THE WASHER UNDER THE
NUT. SCREW ANCHORS MAY BE LOOSENED A MAXIMUM ONE FULL TURN TO FACILITATE THE
POSITIONING OF A TENSION TEST COLLAR.
B.TORQUE WRENCH METHOD: ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST ATTAIN THE
SPECIFIED TORQUE WITHIN HALF (1/2) TURN OF THE NUT.
EXCEPTIONS:
·WEDGE OR SLEEVE TYPE: ONE-QUARTER (1/4) TURN OF THE NUT FOR A 3/8 INCH ANCHOR ONLY.
·THREADED TYPE: ONE-QUARTER (1/4) TURN OF THE SCREW AFTER INITIAL SEATING OF THE SCREW
HEAD.
10.IF ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME TYPE, INSTALLED BY THE SAME TRADE, AND
NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN RESUME INITIAL TEST
FREQUENCY.
11.REQUIRED TORQUE TEST LOADS SHALL BE EQUAL TO THE MANUFACTURER'S RECOMMENDED INSTALLATION
TORQUE PROVIDED IN THE ICC-ESR FOR THE SPECIFIC ANCHOR. TEST TORQUE VALUES ARE SUMMARIZED IN
THE TABLE BELOW:
TESTING CRITERIA FOR POST-INSTALLED ANCHORS IN CONCRETE / MASONRY
SIMPSON
LOCATION IN STRUCTURE INSTALLATION TORQUE (FT-LBS) CONCRETE SUBSTRATE
SIMPSON STRONG-BOLT2
(ICC ES ESR 3037)
SIMPSON TITEN HD
(ICC ES ESR-2713)INCHES
1 4 4 24
3 8 30 50
1 2 60 65
5 8 90 100
3 4 150 150
POST-INSTALLED ANCHORS IN CONCRETE / MASONRY
1.POST-INSTALLED ANCHOR CAPACITIES IN CONCRETE SHALL BE DETERMINED PER SECTION 1901.3 OF THE
CODE AND ACI 318-19 CHAPTER 17 USING STRENGTH DESIGN.
2.POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE PREQUALIFIED FOR SEISMIC APPLICATIONS
IN ACCORDANCE WITH THE FOLLOWING INSTALLATION OF POST-INSTALLED ANCHORS SHALL BE IN
ACCORDANCE WITH THE LISTED APPLICABLE ICC EVALUATION REPORT.
**LIMITATIONS OF USE OF POWER ACTUATED FASTENERS:
PER SECTION 13.4.5 OF ASCE 7-16 POWER ACTUATED FASTENERS IN CONCRETE OR STEEL SHALL NOT BE USED
FOR SUSTAINED TENSION LOADS OR FOR BRACE APPLICATIONS IN SEISMIC UNLESS APPROVED FOR SEISMIC
LOADING. POWER ACTUATED FASTENERS IN MASONRY SHALL NOT BE PERMITTED UNLESS APPROVED FOR
SEISMIC LOADING.
EXCEPTION: POWER ACTUATED FASTENERS IN CONCRETE USED FOR SUPPORT OF ACOUSTICAL TILE OR
LAY-IN PANEL SUSPENDED CEILING APPLICATIONS AND DISTRIBUTED SYSTEMS WHERE THE SERVICE LOAD ON
ANY INDIVIDUAL FASTENER DOES NOT EXCEED 90 LB.
3.EXPANSION ANCHOR EMBEDMENTS IN THE DRAWINGS ARE MINIMUM "EFFECTIVE EMBEDMENTS" (hef) AS
SHOWN IN THE ICC REPORT CORRESPONDING TO THE ANCHOR.
4.LOCATE ALL EXISTING REINFORCEMENT BY NON-DESTRUCTIVE MEANS (X-RAY, PACOMETER, GPR, ETC.) PRIOR
TO DRILLING OR INSTALLING POST-INSTALLED ANCHORS. COORDINATE POST-INSTALLED ANCHOR LOCATIONS
WITH LOCATIONS OF EXISTING REINFORCEMENT. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.
5.ALL POST-INSTALLED ANCHORS USED IN DRY INTERIOR CONDITIONS SHALL BE CARBON STEEL, U.N.O
6.ALL POST-INSTALLED ANCHORS USED AT EXTERIOR CONDITIONS, EXPOSED TO THE ELEMENTS, OR USED IN A
DAMP ENVIRONMENT (I.E. KITCHENS) SHALL BE STAINLESS STEEL, U.N.O.
7.WHERE POST-INSTALLED MECHANICAL ANCHORS ARE USED FOR NON-VIBRATION ISOLATED MECHANICAL
EQUIPMENT RATED OVER 10 HP, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH ACI 355.2.
8.IF THE CONCRETE CRACKS DURING THE INSTALLATION OF AN ANCHOR, THE ANCHOR SHALL BE REMOVED OR
ABANDONED. FOR ABANDONED ANCHORS AND ABANDONED ANCHOR HOLES:
A.FILL ALL EMPTY ABANDONED ANCHOR HOLES WITH A DRY-PACK MORTAR.
B.FOR ABANDONED EXPANSION ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE
SUBSTRATE, CUT/BURN OFF THE END OF THE BOLT FLUSH WITH THE FACE OF CONCRETE/MASONRY
AND THEN DRIVE ABANDONED ANCHOR TO BOTTOM OF HOLE. FILL REMAINDER OF HOLE WITH A
DRY-PACK MORTAR.
C.FOR ABANDONED ADHESIVE OR UNDERCUT ANCHORS WHICH CANNOT BE REMOVED WITHOUT
DAMAGING THE SUBSTRATE, BURN OFF THE END OF THE BOLT/ROD 1" BELOW THE SURFACE OF
CONCRETE/MASONRY AND FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
D.ABANDONED ANCHOR HOLES (WHETHER FILLED WITH DRY-PACK OR CONTAINING ABANDONED
ANCHORS) MAY NOT BE LOCATED ANY CLOSER THAN 3x DIAMETER CENTER-TO-CENTER TO ANY
ANCHOR IN SERVICE. ANCHORS NOT MEETING THIS MINIMUM SPACING MAY HAVE REDUCED
CAPACITY AND SHALL BE REVIEWED WITH THE SEOR.
SUBSTRATE
MATERIAL ANCHOR TYPE ANCHOR PRODUCT ICC EVALUATION
REPORT
ACCEPTANCE
CRITERIA
CONCRETE EXPANSION ANCHORS SIMPSON STRONGBOLT 2 ICC ESR-3037 AC193
CMU EXPANSION ANCHORS SIMPSON STRONGBOLT 2 IAPMO ES ER 240 AC01 OR AC106
CONCRETE SCREW ANCHOR SIMPSON TITEN HD ICC ESR-2713 AC193
CMU SCREW ANCHOR SIMPSON TITEN HD ICC ESR-1056 AC106
CONCRETE ADHESIVE ANCHORS SIMPSON SET-3G ICC ESR-4057 AC193
CMU ADHESIVE ANCHOR SIMPSON SET-3G ICC ESR-4844 AC58
CONCRETE POWER ACTUATED
FASTENER**SIMPSON PDPAW ICC ESR-2138 AC70
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2000577-02
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No. 6488
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1.THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .
THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION
1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:
A.GENERAL:
a.STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCE
WITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.
B.OWNER REQUIREMENTS:
a.THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO
PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION
1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.
C.SPECIAL INSPECTOR QUALIFICATIONS:
a.THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING
OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR
TRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE
DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF
SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL
QUANTITIES.
D.CONTRACTOR REQUIREMENTS:
a.SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS
AND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALL
OCCUR PRIOR TO SPECIAL INSPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIAL
INSPECTOR.
b.THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED
REMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION
OF THE REQUIRED SPECIAL INSPECTION.
c.ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC
FORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE
BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR
COMPONENT. THE STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF
AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF
SPECIAL INSPECTIONS.
E.SPECIAL INSPECTOR REPORT REQUIREMENTS:
a.THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONS
b.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND
TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
c.REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN
CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
d.DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR
CORRECTION.
e.IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING
OFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THE
COMPLETION OF THAT PHASE OF WORK.
f.A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANY
DISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.
STATEMENT OF SPECIAL INSPECTIONSREQUIRED VERIFICATION AND INSPECTIONS REQUIRED VERIFICATION AND INSPECTIONS
MASONRY
LEVEL 3 QUALITY ASSURANCE
MINIMUM TESTS
PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION IN
ACCORDANCE WITH SPECIFICATION ARTICLE 1.5
VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION
AND FOR EVERY 5000 sq. ft. DURING CONSTRUCTION
VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESSING GROUT,
AND GROUT OTHER THAN SELF-CONSOLIDATION GROUT, AS DELIVERED TO THE PROJECT SITE
VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN
ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6.3 FOR SELF-CONSOLIDATING GROUT
MINIMUM SPECIAL INSPECTION
INSPECTION TASK FREQUENCY (a)REFERENCE FOR CRITERIA
CONT PERIODIC TMS 402 TMS 602
1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS X Art. 1.5
2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT
THE FOLLOWING ARE IN COMPLIANCE:
a. PROPORTIONS OF SITE-PREPARED MORTAR X Art. 2.1,
2.6 A
b. GRADE AND SIZE OF PRESTRESSING TENDONS
AND ANCHORAGES X Art. 2.4 B,
2.4 H
c. GRADE, TYPE AND SIZE OF REINFORCEMENT,
CONNECTORS, ANCHOR BOLTS AND PRESTRESSING
TENDONS AND ANCHORAGES
X Art. 3.4,
3.6A
d. PRESTRESSING TECHNIQUE X Art. 3.6 B
e. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X Art. 2.1 C
f. SAMPLE PANEL CONSTRUCTION X Art. 1.6 D
3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN
COMPLIANCE:
a. GROUT SPACE X Art. 3.2 D,
3.2 F
b. PLACEMENT OF PRESTRESSING TENDONS AND
ANCHORAGES X SEC. 10.8,
10.9 Art. 2.4, 3.6
c. PLACEMENT OF REINFORCEMENT, CONNECTORS
AND ANCHOR BOLTS X SEC. 6.3.1,
6.3.6, 6.3.7
Art. 3.2 E,
3.4,
d. PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS X Art. 2.6 B,
2.4 G.1.b
4. VERIFY DURING CONSTRUCTION:
a. MATERIALS AND PROCEDURES WITH THE APPROVED
SUBMITTALS X Art. 1.5
b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT
CONSTRUCTION X Art. 3.3 B
c. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X Art. 3.3 F
d. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING
OTHER DETAILS OF ANCHORAGE OF MASONRY TO
STRUCTURAL MEMBERS, FRAMES OR OTHER
CONSTRUCTION
X SEC. 1.2.1(e),
6.1.4.3, 6.2.1
e. WELDING OF REINFORCEMENT X SEC. 6.1.6.2
f. PREPARATION, CONSTRUCTION AND PROTECTION OF
MASONRY DURING COLD WEATHER (TEMPERATURE
BELOW 40°F ) OR HOT WEATHER (TEMPERATURE
ABOVE 90°F )
X Art. 1.8 C,
1.8 D
g. APPLICATION AND MEASUREMENT OF PRESTRESSING
FORCE X Art. 3.6 B
h. PLACEMENT OF GROUT AND PRESTRESSING GROUT
FOR BONDED TENDONS IS IN COMPLIANCE X Art. 3.5,
3.6 C
i. PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF THIN-BED MORTAR JOINTS X Art. 3.3 B.9,
3.3 F.1.b
5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR
SPECIMENS AND/OR PRISMS X
Art.
1.4 B.2.a.3,
1.4 B.2.b.3,
1.4 B.2.c.3,
1.4 B.3,
1.4 B.4
(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE
TASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE
(b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY
(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRY
REQUIRED VERIFICATION AND INSPECTIONS
STEEL
WELDING
INSPECTION TASKS PRIOR TO WELDING (AISC 360-16 N.5.4-1)QC QA AWS 2015 D1.1
REFERENCE
1. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P 6.3
2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAIALABLE P P 6.2
3. WPS AVAILABLE P P -
4. MATERIAL IDENTIFICATION (TYPE/GRADE)O O 6.2
5. WELDER IDENTIFICATION SYSTEM O O 6.4
6. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
- BACKING TYPE AND FIT (IF APPLICABLE)
O O
6.5.2
5.22
5.15
5.18
5.10, 5.22.1.1
7. FIT-UP OF GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING
(INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
P O -
-
-
-
8. CONFIGURATION AND FINISH OF ACCESS HOLES O O 6.5.2, 5.1.7
& AISC 360-16 J1.6
9. FIT-UP OF FILLET WELDS
- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
O O 5.22.1
5.15
5.18
10. CHECK WELDING EQUIPMENT O ___6.2, 5.11
INSPECTION TASKS DURING WELDING (AISC 360-16 N.5.4-2)
1. CONTROL AND HANDLING OF WELDING CONSUMABLES
-PACKAGING
-EXPOSURE CONTROL O O
6.2
5.3.1
5.3.2 (SMAW)
5.3.3 (SAW)
2. NO WELDING OVER CRACKED TACK WELDS O O 5.18
3. ENVIRONMENTAL CONDITIONS
- WIND SPEED WITHIN LIMITS
- PRECIPITATION AND TEMPERATURE
O O 5.12.1
5.12.2
4. WPS FOLLOWED
- SETTINGS ON WELDING EQUIPMENT
- TRAVEL SPEED
- SELECTED WELDING MATERIALS
- SHIELDING GAS TYPE/FLOW RATE
- PREHEAT APPLIED
- INTERPASS TEMPERATURE MAINTAINED (MIN/MAX)
- PROPER POSITIONS (F, V, H, OH)
O O
6.3.3, 6.5.2, 5.5, 5.21
5.6, 5.7
5. WELDING TECHNIQUES
- INTERPASS AND FINAL CLEANING
- EACH PASS WITHIN PROFILE LIMITATIONS
- EACH PASS MEETS QUALITY REQUIREMENTS
O O
6.5.2, 6.5.3, 5.24
5.30.1
6. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P -
INSPECTION TASKS AFTER WELDING (AISC 360-16 N.5.4-3)
1. WELDS CLEANED O O 5.30.1
2. SIZE, LENGTH AND LOCATION OF WELDS P P 6.5.1
3. WELDS MEET VISUAL ACCEPTANCE CRITERIA
- CRACK PROHIBITION
- WELD/BASE-METAL FUSION
- CRATER CROSS SECTION
- WELD PROFILES
- WELD SIZE
- UNDERCUT
- POROSITY
P P
6.5.3
TABLE 6.1(1)
TABLE 6.1(2)
TABLE 6.1(3)
TABLE 6.1(4), 5.24
TABLE 6.1(6)
TABLE 6.1(7)
TABLE 6.1(8)
4. ARC STRIKES P P 5.29
5. k-AREA P P AISC 360-16 CA3.1c
& J10.8
6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY
SHAPES [b]P P -
7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P P 5.10, 5.31
8. REPAIR ACTIVITIES P P 6.5.3, 5.26
9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
MEMBER P P 6.5.4, 6.5.5
10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF
THE EOR O O -
STEEL
BOLTING
INSPECTION TASKS PRIOR TO BOLTING (AISC 360-16 N.5.6-1)QC QA 2014 RCSC SPEC.
REFERENCE
1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER
MATERIALS O P 2.1, 9.1
2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O
FIGURE C-2.1, 9.1
(SEE ASTM
STANDARDS)
3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT
LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)O O 2.3.2, 2.7.2, 9.1
4. CORRECT BOLTING DETAILS SELECTED FOR THE JOINT DETAIL.O O 4, 8
5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE
CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE
REQUIREMENTS.
O O 3, 9.1, 9.3
6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL
OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS
USED.
P O 7, 9.2
7. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER
FASTENER COMPONENTS O O 2.2, 8, 9.1
INSPECTION TASKS DURING BOLTING (AISC 360-16 N.5.6-2)
1. FASTENER ASSEMBLIES, PLACED IN ALL HOLES AND WASHERS AND NUTS ARE
POSITIONED AS REQUIRED.O O 8.1, 9.1
2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
PRE-TENSIONING OPERATION O O 8.1, 9.1
3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM
ROTATING O O 8.2, 9.2
4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
SPECIFICATION PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT
TOWARD THE FREE EDGES.
O O 8.2, 9.2
INSPECTION TASKS AFTER BOLTING (AISC 360-16 N.5.6-3)
1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P ___
CONCRETE CONSTRUCTION
CODE TABLE 1705.3
SPECIAL INSPECTION OR TEST
CO
N
T
I
N
U
O
U
S
PE
R
I
O
D
I
C
REFERENCED
STANDARD CBC REFERENCE
1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING
TENDONS, AND VERIFY PLACEMENT.___X ACI 318: CH 20, 25.2,
25.3, 26.6.1-26.6.3 ___
2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER
THAN ASTM A706
b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5 16"
AND
c. INSPECT ALL OTHER WELDS
___
___
X
X
X
___
AWS D1.4
ACI 318: 26.6.4 ___
3. INSPECT ANCHORS CAST IN CONCRETE ___X ACI 318:
26.7 ___
4. INSPECT ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS (b)
(a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY
OR UPWARDLY INCLINED ORIENTATIONS TO RESIST
SUSTAINED TENSION LOADS
(b) MECHANICAL ANCHORS AND ADHESIVE
ANCHORS NOT DEFINED IN 4.a.
X
___
___
X
ACI 318: 26.7.1
ACI 318: 26.7.1
___
___
5. VERIFY USE OF REQUIRED MIX DESIGN ___X ACI 318:
CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND
AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE
OF THE CONCRETE.
X ___
ASTM C 172
ASTM C 31
ACI 318: 26.5, 26.12
___
7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES X ___ACI 318: 26.5 ___
8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES.___X ACI 318: 26.5.3-
26.5.5 ___
9. INSPECT PRESTRESSED CONCRETE FOR:
A. APPLICATION OF PRESTRESSING FORCES; AND
B. GROUTING OF BONDED PRESTRESSING TENDONS
X
X
___
___ACI 318: 26.10 ___
10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.___X ACI 318: 26.9 ___
11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR
TO STRESSING OF TENDONS IN POST-TENSIONED
CONCRETE AND PRIOR TO REMOVAL OF SHORES AND
FORMS FROM BEAMS AND STRUCTURAL SLABS
___X ACI 318: 26.11.2 ___
12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING
FORMED.
___X ACI 318: 26.11.1.2 (b)___
SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.
a.WHERE APPLICABLE, SEE SECTION 1705.13.
b.SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR
THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER
QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL
INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL
BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.
1.THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:
A.REINFORCING STEEL
B.CONCRETE MIX DESIGNS FOR ALL CONCRETE STRENGTHS 3,000 PSI AND ABOVE
C.MASONRY INCLUDING BLOCKS, GROUT AND MORTAR
2.BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR
SUBMITTALS), THE CONTRACTOR SHALL HAVE:
A.REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS
OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND
VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:
B.DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED
PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS
AND SIMILAR INFORMATION
C.DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY
PRECAUTIONS AND PROGRAMS.
D.REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL
ROUNDS HAVE BEEN ADDRESSED.
3.EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS
SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S
REVIEW AND APPROVAL OF THAT SUBMITTAL.
4.THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a.REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT
CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THE
CONTRACT DRAWINGS.
b.THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR
MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE
SUBMITTAL PRIOR TO SUBMISSION.
5.FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN
REVIEWED AND APPROVED BY THE ENGINEER.
6.THE CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR THE ENGINEER OF RECORD TO THOROUGHLY REVIEW SUBMITTAL
PACKAGES (10 WORKING DAYS, MINIMUM).
SUBMITTALS
REINF DEVELOPMENT LENGTH AND SPLICES
2504-05-PS23 - S301 - 12 NTS
NOTES:
1.VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:
A.GRADE 60 REINFORCEMENT
B.NORMAL WEIGHT CONCRETE
a.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3
C.NON-EPOXY COATED REINFORCEMENT
D.HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS
a.FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3
E.CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN
MIN
OR
CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db
a.FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5
F.REINFORCEMENT NOT IN SHEAR WALLS
a.FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25
2.THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.
3.ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.
4.WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B,
LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER
BAR.
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
MA
X
=
L
A
R
G
E
R
O
F
CLASS B, UNOl
s/5
O
R
6
"
REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE
BAR SIZE
DEVELOPMENT LENGTH, ld
(CLASS A LAP SPLICE)
LAP SPLICE, ls
(CLASS B LAP SPLICE)
f'c (psi)f'c (psi)
2,500 3,000 4,000 2,500 3,000 4,000
#3 1'-6"1'-5"1'-3"2'-0"1'-10"1'-7"
#4 2'-0"1'-10"1'-7"2'-8"2'-5"2'-1"
#5 2'-6"2'-4"2'-0"3'-3"3'-0"2'-7"
#6 3'-0"2'-9"2'-5"3'-11"3'-7"3'-2"
#7 4'-5"4'-0"3'-6"5'-9"5'-2"4'-6"
#8 5'-0"4'-7"4'-0"6'-6"5'-11"5'-2"
#9 5'-8"5'-2"4'-6"7'-4"6'-9"5'-10"
#10 6'-5"5'-10"5'-1"8'-3"7'-7"6'-7"
#11 7'-1"6'-6"5'-7"9'-2"8'-5"7'-3"
db
6d
b
D
6d
b *
db
D
135 HOOK 90 HOOK*
* PROVIDE 10db EXTENSIONS IN LIEU
OF 6db AT ALL FRAME COLUMNS,
GIRDERS, SHEAR WALLS AND SHEAR
WALL BOUNDARY MEMBERS
BAR SIZE D
#3 1 12"
#4 2"
#5 2 12"
OR 3" MIN
REINF TIES AND STIRRUPS
2504-05-PS23 - S301 - 13 NTS
REINF HOOK DEVELOPMENT LENGTH AND BENDS
2504-05-PS23 - S301 - 22 NTS
BAR SIZE D
#3 THRU #8 6d
#9 THRU #11 8d
NOTES:
1.ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT
NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.
2.MINIMUM SIDE COVER = 2 12".
3.FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.
STANDARD HOOK DEVELOPMENT LENGTH "ldh"
BAR SIZE D "lh"
NORMAL WEIGHT
2,500 3,000 4,000
#3 2 1/4"6"0'-9"0'-9"0'-8"
#4 3"8"1'-0"0'-11"0'-10"
#5 3 3/4"10"1'-3"1'-2"1'-0"
#6 4 1/2"12"1'-6"1'-5"1'-3"
#7 5 1/4"1'-2"1'-9"1'-8"1'-5"
#8 6"1'-4"2'-0"1'-10"1'-7"
#9 9 1/2"1'-7 1/2"2'-3"2'-1"1'-10"
#10 10 3/4"1'-10"2'-7"2'-4"2'-1"
#11 12"2'-0 1/2"2'-10"2'-7"2'-3"
ldh
db
4db
2 12" MIN
D
D
12
d
b "l
h"
2" CLR MIN
HOOK DEVELOPMENT LENGTH
(SEE SCHEDULE)
FACE OF
CONCRETE
FOC OR POUR
JT @ STD HOOK
db
LAP SPLICE LAP SPLICE
LA
P
S
P
L
I
C
E
LA
P
S
P
L
I
C
E
CONCRETE INTERSECTIONCONCRETE CORNER
CONCRETE END
0"
T
Y
P
.
0"
T
Y
P
.
0" TYP 0" TYP
DOWELS TO MATCH SIZE &
SPCG OF HORIZ REINF, TYP
90 DEG HOOK
@ INT BARS
PROVIDE 90 DEG STD HOOK, A U-BAR
MAY BE PROVIDED W/ LAP SPLICE TO
HORIZ BARS IN LIEU OF END HOOKS
NOTE:
REINFORCEMENT SHOWN ON WALL ELEVATION(S),
BOUNDARY REINFORCING DETAILS, AND OTHER
SPECIFICALLY REFERENCED DETAILS SHALL TAKE
PRECEDENCE OVER REINFORCEMENT SHOWN HERE.
DOUBLE MAT
LAP SPLICE LAP SPLICE
LA
P
S
P
L
I
C
E
LA
P
S
P
L
I
C
E
CONCRETE INTERSECTIONCONCRETE CORNER
CONCRETE END
PROVIDE 90 DEG STD
HOOK @ SHEAR WALLS
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
DOWELS TO MATCH
SIZE & SPCG OF
HORIZ REINF, TYP
ALT DOWEL DIRECTION
@ INTERSECTION
SINGLE MAT
CONC REINF @ INTERSECTION
2504-05-PS23 - S301 - 32 NTS
STEP FOOTING
2504-05-PS23 - S301 - 41 NTS
NOTE:
"SH" = 1'-6" MAX
"SL" STEP LENGTH
= 2 "SH"
"S
H
"
"S
H
"
"D" + "SL"
"D
"
DE
P
T
H
O
F
F
T
G
FTG EL =
SEE PLAN
"S
H
"
S
T
E
P
HE
I
G
H
T
TOP REINF WHERE
SHOWN PER PLAN
"ls" LAP SPLICE
TYP
"D" + "SL"
"SL" STEP LENGTH
= 2 "SH"
"ls" LAP SPLICE
TYP
S
S
STEP LONG REINF TO MATCH
LONG REINF SIZE & SPCG
STEP TRANS REINF TO MATCH
TRANS REINF SIZE & SPCG
FTG REINF PER
PLAN & DETAILS
"S
H
"
S
T
E
P
HE
I
G
H
T
S
S
LAP SPLICE
DOWEL TO MATCH
LONG REINF SIZE & SPCG PLAN
CALLOUT
STEPPED FOOTING (BOTTOM ONLY)
2504-05-PS23 - S301 - 42 NTS
"ls" LAP SPLICE
TYP
"S
H
"
"S
H
"
"SL" STEP LENGTH
= 2 "SH"
"ls" LAP SPLICE
TYP
SB
TOP REINF PER PLAN, WO
FTG REINF PER
PLAN & DETAILS
NOTE:
"SH" = 1'-6" MAX
BOT OF FTG
EL = PER PLAN
"ld" DEV LENGTH TYP
TOP OF FF
EL = PER PLAN
SB
SB SB
STEP LONG REINF TO
MATCH LONG REINF
SIZE & SPCG
BOT OF FTG
EL = PER PLAN
PLAN
CALLOUT
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
11
0
6
W
A
L
N
U
T
F
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N
C
I
N
G
I
M
P
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O
V
E
M
E
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T
S
J. LONG
J. MEADOWS
AS NOTED
2504-05-PS23
2000577-02
E
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P
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No. 6488
ST UC T U R A L
S
TAT
OF C A L I F O R NIA
EGISTERE D R O F E SS IONALEN
G
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RJESSICA M . MEA
D
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12223242
13233343
41
SECTION 'A'
FENCE ATTACHMENT TO (E) WOOD WALL
2504-05-PS23 - S321 - 43 1" = 1'-0"
2 12" x 2 12" x 12" GA POST W/
OPEN PICKETS BTWN POSTS
@ 8'-0" OC (SEE AEGIS II
FOR POST DETAILS)6'
-
0
"
M
A
X
18
"
M
I
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1 4"
23
4"
TY
P
112"
TYP
912"
11
"
9 12" x 11" x 14" STL PL,
EA FACE OF WOOD BOARD
5 8" Ø 'A307' BOLT
(E) WOOD FENCE
TO REMAIN
A
1'-3" x 0'-9" x 1 4" THK STL PL
EA FENCE POST
(E) CMU WALL & REINF
TO REMAIN
'SET-3G' W/ 3 8" Ø F1554
GR. 36 W/ 3" EMBED, MIN
10
12"
MI
N
6"
112"
TYP
A
SECTION 'A'
14"
5'
-
0
"
M
A
X
2 12" x 2 12" x 12" GA POST W/
OPEN PICKETS BTWN POSTS
@ 8'-0" OC (SEE AEGIS II
FOR POST DETAILS)
FENCE ATTACHMENT TO (E) CMU WALL
2504-05-PS23 - S321 - 33 1" = 1'-0"
112"
TY
P
112"
TY
P
12
"
M
I
N
12
"
M
I
N
TO
B
A
S
E
O
F
W
A
L
L
6" TYP
4" MIN
EMBED
MASONRY WALL CORNER DETAIL
2504-05-PS23 - S321 - 31 NTS
INTERSECTION
CORNER/END
STD 90° HOOK
& ALTERNATE
BREAK SHELL FOR
FLOW OF GROUT
OPEN END BLK
(2) #5 VERT MIN
STD 90° HOOK
& ALTERNATE
BREAK SHELL FOR
FLOW OF GROUT
OPEN END BLK
PROVIDE 180° HOOK
AT SHEAR WALL
(2) #5 VERT, MIN
PLAN - SINGLE MAT
CMU SITE WALL
2504-05-PS23 - S321 - 32 1" = 1'-0"
FINISH GRADE
OR SURFACE
(3) #4 BARS, T&B
#4 @ 16" OC, T&B
2'-0"
1'
-
4
"
8"
M
I
N
#4 @ 16" OC
(2) #4 @ TOP OF WALL
8" FULLY GROUTED
CMU WALL
#5 VERTS @ 16" OC
3'
-
0
"
M
A
X
H
E
I
G
H
T
CMU PILASTER
2504-05-PS23 - S321 - 42 1" = 1'-0"
(3) #3 TIES @ TOP
OF WALL
SOLID CAP,
WHERE OCCURS
DOWEL TO MATCH
SIZE & SPCG OF VERT REINF
1'
-
4
"
#5 @ 12" OC
#5 @ 12" OC
3'-6" SQ
ALT HOOK LOCATION,
EVERY OTHER TIE
STD 8" x 8" x 16" BLKS OR
16" x 8" x 16" PILASTER BLKS
12"
CL
R(4) #5 VERT BARS
A PILASTER PLAN VIEW
8'
-
0
"
M
A
X
COMPACTED FILL
8"
M
I
N
1'
-
4
"
M
I
N
I
F
R
E
Q
'
D
F
O
R
L
A
N
D
S
C
A
P
I
N
G
STD HOOK
3"
C
L
R
TY
P
LA
P
S
P
L
I
C
E
#3 TIES @ 8" OC
16" MAX
LOWER SITE WALL
PER DETAIL 32/-
"d
b"
"6
d
b"
"D"
"6
d
b " *
"d
b"
"D"
135 HOOK 90 HOOK*
BAR SIZE D
#3 1 12"
#4 2"
#5 2 12"
O
R
3
"
M
I
N
"ldh"
"d
b"
"d
b"
"4 db"
2 12" MIN
"D"
"D"
"1
2
d
b"
"
l
h"
12"
MIN
BAR SIZE D
#3 THRU #8 6db
#9 THRU #11 8db
HOOK DEVELOPMENT LENGTH
(SEE SCHED)
FACE OF
MASONRY
BAR SIZE DEVELOPMENT LENGTH (ld) OR
LAP SPLICE LENGTH (ls)
HOOK
DEVELOPMENT
LENGTH (le)
D ln
#3 2'-3"0'-5"2 14 5"
#4 3'-0"0'-7"3 8"
#5 3'-9"0'-9"3 3 4 10"
#6 4'-6"0'-10"4 12 1'-0"
#7 5'-3"0'-12"5 1 4 1'-2"
#8 6'-0"1'-1"6 1'-4"
#9 6'-9"1'-3"9 1 2 1'-7 12"
NOTES:
1.USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT
SHOWN ON PLANS UNLESS OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY
2.DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60
BARS IN 1,500 OR 2,500 psi NORMAL WEIGHT MASONRY
3.THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND
DIMENSIONED ON THE DRAWINGS
4.WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER
BARS
5.NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT
WHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE
ALLOWABLE STEEL TENSION STRESS, Fs
6.D = FINISHED INSIDE BEND DIAMETER
7.db = NOMINAL BAR DIAMETER
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
PER SCHED
MA
X
=
S
M
A
L
L
E
R
O
F
"l
s"/
5
"
O
R
8
"
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
"d
b"
CL
E
A
R
SP
C
G
CL
E
A
R
SP
C
G
TYPICAL LAP SPLICES
STAGGERED SPLICING
FACE OF MASONRY
OR JT @ STD HOOK
2
12
TYPICAL COLUMN BAR OFFSET
MASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED
2504-05-PS23 - S321 - 13 NTS
TYP REINF AT TOP OF WALL
2504-05-PS23 - S321 - 21 NTS
12" TYP FROM INSIDE
FACE OF CELL
TOP OF WALL
STD 90° HOOK TURN
INTO PLANE OF WALL
TYP HORIZ WALL
REINF PER SCHED
TYP VERT WALL
REINF PER SCHED
TYP HORIZ WALL
REINF PER SCHED
"U" BARS TO MATCH
VERT REINF, TYP
2 BARS AT TOP MIN
( (2) #4 MIN)
SINGLE MAT DOUBLE MAT
CONCRETE MASONRY WALL PIERS
2504-05-PS23 - S321 - 22 NTS
'T' TO LESS THAN 3x'T'
BL
O
C
K
T
H
I
C
K
N
E
S
S
'T
'
3T TO 5T
JAMB REINF
JAMB REINF
EA END
#3 TIES @ 8" OC
TIES SAME SIZE & SPACING
TO MATCH SPECIFIED REINF
NOTE:
TIE MAY BE TURNED UP AS NECESSARY TO FIT INSIDE WALL.
BREAK WEBS AND/OR INTERIOR FACE SHELL AS REQUIRED
BL
O
C
K
T
H
I
C
K
N
E
S
S
'T
'
MASONRY ANCHOR BOLT SCHEDULE
2504-05-PS23 - S321 - 23 NTS
MIN EMBED
1"
M
I
N
G
R
O
U
T
AL
L
A
R
O
U
N
D
ANCHOR BOLT
FACE OF MASONRY
BOLT SIZE MINIMUM
EMBEDMENT
12"4"
5 8"5"
3 4"6"
7 8"7"
1"8"
1 18"9"
1 14"10"
NOTES:
1.MINIMUM BOLT SPACING SHALL BE 16 BOLT DIAMETERS WITH A MINIMUM EDGE
DISTANCE OF 12 DIAMETERS, UNLESS NOTED OTHERWISE.
2.PROVIDE AN ADDITIONAL 2" OF EMBEDMENT FOR ANCHOR BOLTS LOCATED IN
THE TOP OF COLUMNS.
3.ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX
CONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE USED.
MAX FOR 8"
MASONRY
MAX FOR 12"
MASONRY
1" CLR
MIN
CITY SPECIFICATION NO.
DATE:
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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AS NOTED
2504-05-PS23
2000577-02
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No. 6488
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CITY SPECIFICATION NO.
DATE:
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPT 11, 2024
2504-05-PS23
2000577-02
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EXPIRES: 09/30/24
THOMA #23-8146
ERE
TYM.E
C
F
NO. 20823
E
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OE
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SIGER
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FTF RE
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AIN
H
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ORPD NA
OIEFSS
L
CJ/JT
TR
CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
GE
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E001
1.CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES,
STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR
LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING
PUBLICATIONS:
A.ALL WORK SHALL COMPLY WITH 2020 NATIONAL ELECTRICAL CODE (NEC) AS AMENDED BY THE 2022
CALIFORNIA ELECTRICAL CODE (CEC), 2022CALIFORNIA BUILDING CODE (CBC), 2022 CALIFORNIA
ENERGY CODE (CEnC), CALIFORNIA FIRE CODE (CFC), 2022 CALIFORNIA MECHANICAL CODE (CMC),
2022 CALIFORNIA GREEN BUILDING STANDARDS (CGBC), AND ADOPTED ORDINANCES.
B.AMERICANS WITH DISABILITIES ACT (ADA).
2.SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND
RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED.
CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER
WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS
REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY
PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.
3.FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE
CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES,
PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH
APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION.
BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING
JURISDICTION.
4.LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER
SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC
NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT
DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED
ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).
5.THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING
THE CORRECTION OF ERROS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE
CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS.
GENERAL NOTES
DEMOLITION NOTES
A.FUSING: ALL FUSIBLE SAFETY DISCONNECT SWITCHES SHALL BE PROVIDED WITH DUAL-ELEMENT TIME
DELAY TYPE FUSES SIZED AND RATED PER EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. VERIFY
WITH EQUIPMENT NAMEPLATE BEFORE INSTALLATION.
B.INSTALL SEPARATE NEUTRALS FOR EACH 120V BRANCH CIRCUIT.
C.MOTOR OVERLOAD PROTECTION: WHERE REQUIRED BY NEC ARTICLE 430 PART C AND NOT SHOWN ON PLAN
OR PROVIDED INTEGRAL WITH EQUIPMENT, PROVIDE AND INSTALL THERMAL OVERLOAD PROTECTION FOR
ALL MOTORS.
D.DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD
VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE,
ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT.
E.ALL NEW OUTLETS MUST BE TAMPER PROOF.
F.ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED
WEATHER-RESISTANT (WR) TYPE PER CEC 406.9 (A) AND (B)
G.CEC 406.9(A) RECEPTACLES IN DAMP LOCATIONS: RECEPTACLES INSTALLED OUTDOORS IN A LOCATION
PROTECTED FROM THE WEATHER OR IN OTHER DAMP LOCATIONS SHALL BE AN ENCLOSURE FOR THE
RECEPTACLE THAT IS WEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT
INSERTED AND RECEPTACLE COVERS CLOSE)
H.CEC 406.9(B) RECEPTACLES OF 15 AND 20AMP, 125 AND 250 VOLTS INSTALLED IN A WET LOCATION SHALL
HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS
INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE
IDENTIFIED AS 'EXTRA-DUTY" OTHER LISTED PRODUCTS, ENCLOSURES, OR ASSEMBLIES PROVIDING
WEATHERPROOF PROTECTION THAT DO NOT UTILIZE AN OUTLET BOX HOOD NEED TO BE MARKED "EXTRA
DUTY"
EXCEPTION: 15 AND 20AMP, 125 THROUGH 250 VOLT RECEPTACLES INSTALLED IN A WET LOCATION AND
SUBJECT TO ROUTINE HIGH-PRESSURE SPRAY WASHING SHALL BE PERMITTED TO HAVE AN ENCLOSURE
THAT IS WEATHERPROOF WHEN THE ATTACHMENT PLUG IS REMOVED.
RATED WALLS/ASSEMBLIES NOTES
ELECTRICAL SHEET INDEX
POWER NOTES
1.IN FIRE-RESISTANCE RATED WALLS, DETAIL THROUGH PENETRATIONS AND MEMBRANE PENETRATION PER
CBC 714.4 AS NOTED BELOW:
A.STEEL, FERROUS OR COPPER PIPES MAY PENETRATE FIRE-RESISTANCE RATED WALLS, PROVIDED
THE OPENING IS PROTECTED AS FOLLOWS: (CBC 714.4.1)
i. ITEM PENETRATING CONCRETE OR MASONRY WALLS IS A MAXIMUM 6 INCHES NOMINAL DIAMETER
AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES,
CONCRETE, GROUT OR MORTAR IS PERMITTED WHERE IT IS INSTALLED THE FULL THICKNESS OF
THE WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE F IRE-RESISTANCE RATING; OR
ii. WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E 119 OR UL
263.
B. PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH
ASTM E 814 OR UL 1479, AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED
FIRE-RESISTANCE RATING OF THE WALL PENETRATED. (CBC 714.4.1.2)
C.MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR FIRE-RESISTANCE RATED WALLS BY STEEL
ELECTRICAL BOXES ARE PERMITTED, PROVIDED THAT EACH DOES NOT ESCEED 16 SQUARE INCHES
IN AREA AND THE TOTAL AREA OF SUCH OPENING DOES NOT EXCEED 100 SQUARE INCHES FOR ANY
100 SQUARE FEET OF WALL AREA, AND THE SPACE BETWEEN THE WALL MEMBRANE AND THE BOX
DOES NOT EXCEED 1
8 INCH. ADDITIONALLY, OUTLET BOXES ON OPPOSITE SIDES OF THE WALL SHALL
BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES (CBC 714.4.2 EXCEPTION
1).
D.MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL ARE PERMITTED,
PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES, AND
THE SPACE BETWEEN THE WALL MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 INCH UNLESS
LISTED OTHERWISE. ADDITIONALLY, OUTLET BOXES ON OPPOSED SIDES OF THE WALL SHALL BE
SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. (CBC 714.4.2 EXCEPTION 2)
E.A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED PROVIDED SUCH SPACE IS COVERED
BY A METAL ESCUTCHEON PLATE. (CBC 714.4.2 EXCEPTION 5)
F.WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR OPENINGS LARGER THAN THOSE
MENTIONED ABOVE, THEY MUST BE QUALIFIED BY TEST IN ACCORDANCE WITH CBC 714.4.2
EXCEPTION 2.
2.IN FIRE-RESISTANCE HORIZONTAL ASSEMBLIES , DETAIL THROUGH PENETRATIONS AND MEMBRANE
PENETRATION PER CBC 714.5 AS NOTED BELOW:
A.STEEL, FERROUS OR COPPER CONDUITS MAY PENETRATE FIRE-RESISTANCE RATED FLOOR
ASSEMBLY WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E 119 OR
UL 263 (CBC 714.5.1 EXCEPTION 1)
B.PENETRATING ITEMS, AS NOTED ABOVE, WITH A MAXIMUM 6 INCHES NOMINAL DIAMETER SHALL NOT
BE LIMITED TO THE PENETRATION OF A SINGLE FIRE-RESISTANCE RATED FLOOR ASSEMBLY,
PROVIDED THAT THE AREA OF THE OPENINGS DOES NOT EXCEED 144 SQUARE INCHES IN ANY 100
SQUARE FEET OF FLOOR AREA. (CBC 714.4.1.1 EXCEPTION 1)
C.PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH
ASTM E 814 OR UL 1479. THE SYSTEM SHALL HAVE AN F RATING AND T RATING OF NOT LESS THAN
1-HOUR BUT NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE FLOOR PENETRATED
(CBC 714.5.1)
D.MEMBRANE PENETRATIONS BY LISTED ELECTRICAL OUTLET BOXES ARE PERMITTED PROVIDED SUCH
BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES, AND THE SPACE
BETWEEN THE CEILING MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 INCHESUNLESS LISTED
OTHERWISE. (CBC 714.5.2 EXCEPTION 4)
E.A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED PROVIDED SUCH SPACE IS COVERED
BY A METAL ESCUTCHEON PLATE. (CBC 714.5.2 EXCEPTION 5)
3.JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED WALL, FLOOR OR FLOOR/CEILING ASSEMBLIES
AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED AN APPROVED FIRE-RESISTANT JOINT
SYSTEM WITH A FIRE-RESISTANCE RATING NOT LESS THAN THAT OF THE ASSEMBLY IN WHICH IT IS
INSTALLED. PROVIDE DETAILS (CBC 7145.1)
4.FIRE DOORS AND FIRE-PROTECTION RATED GLAZING SHALL BEAR LABELS AS REQURIED BY CBC
716.2.9 AND 716.3.5.
5.FIRE DAMPERS SHALL BE THE MINIMUM FIRE PROTECTION RATING SPECIFIED IN CBC TABLE 717.3.2.1
FOR THE TYPE OF PENETRATION (CBC 717.3.2.1)
6.PROVIDE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING RADIATION
DAMPERS SHALL BE PROVIDE AS PRESCRIBED IN CBC 717.
REFER TO SPECIFICATIONS 26 0519 FOR ADDITIONAL INFORMATION.
1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED AND PROPERLY SIZED FOR THE
NUMBER OF CONDUCTORS BEING CONNECTED, TERMINATED, SPLICED, ETC. ALL ABOVE GRADE
CONNECTORS SHALL BE SOLDERLESS LUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE
(WIRE UT OR SPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OF
STRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OF CONDUCTORS BEING
JOINED TOGETHER AS SPLICED.
2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE SHALL BE COPPER, 600
VOLT RATED THROUGH OUT. CONDUCTORS 14AWG OT 10AWG, SOLID OR STRANDED. CONDUCTORS 8 AWG
AND LARGER, STRANDED
3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FOR INDIVIDUAL
CONDUCTORS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON PANEL SCHEDULE OR PLANS. SIZE #8 AWG
AND LARGER SHALL BE STRANDED CONDUCTOR. INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH
TYPE, XHHW, THW, THHN/THWN 600 VOLT INSULATION UNLESS OTHERWISE NOTED.
4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTAL APPLICATION (I.E.
WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED). ALL CONDUCTORS, WIRING CABLE WHERE
INSTALLED BELOW FLOOR, SLAB OR UNDERGROUND SHALL BE CONSIDERED WET LOCATIONS, AND SHALL BE
RATED ACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADE OR WET
APPLICATION.
5.GROUP THE COMMON NEUTRAL CONDUCTOR FOR MULTIPLE CIRCUITS WITH ITS ASSOCIATED UNGROUNDED
CONDUCTORS WHEN CONTAINED IN THE SAME ENCLOSURE. CEC 200.4(B)
6.THE BRANCH CIRCUIT SERVING EMERGENCY LIGHTING AND POWER CIRCUITS SHALL NOT BE PART OF A
MULTIWIRE BRANCH CIRCUIT. CEC 700.19.
CONDUCTORS AND CABLES
CONDUIT SYSTEMS NOTES
CONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS
1. PVC SCHEDULE 40 - underground/below slab with GRS elbows and risers tape wrapped).
2.ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and where exposed above 8'-0" aff.
3.GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject to physical damage.
4.FLEXIBLE STEEL CONDUIT - above ceilings and/or concealed in building construction (seal tight flex required in exterior
locations).
6.MC CABLE ALLOWED WITHIN WALLS AND ABOVE T-BAR CEILING.
REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONDUITS SHALL BE
MINIMUM 3/4" UNLESS OTHERWISE NOTED. CONDUIT SIZES, WHERE NOT NOTED ON THE DRAWINGS, SHALL BE
SIZED FOR MAXIMUM 40% FILL PER CEC 310-6.
ADDITIONAL CONDUIT REQUIREMENTS.
-ROUTE CONDUIT(S) BELOW GRADE OR ABOVE CEILING SO THAT WALL OUTLETS, DEVICES, AND CONDUITS IN
ALL EXPOSED BRICK WALL LOCATIONS SHALL BE RECESSED MOUNTED INSIDE BRICK. LOCATE DEVICES AT
CELL WITH REINFORCEMENT CENTER AT BRICK AND/OR ONE CELL OVER AWAY FROM JAMB. REFER TO
ARCHITECTURAL AND STRUCTURAL PLANS FOR CMU WALL LOCATIONS SECTIONS, AND DETAILS.
- REFER TO ELECTRICAL DETAILS FOR METAL PIPE PENETRATION THRU FIRE RATED WALL. PENETRATION OF
FIRE-RESISTIVE WALLS AND FLOOR CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 714.
- REFER TO ELECTRICAL DETAIL FOR DEVICE INSTALLATION FOR FIRE RATED WALLS.
-NO CONDUITS OR PIPING IN ANY SPACE SHALL BE EXPOSED AT THE CEILING AND WALL (COORDINATE WITH
ALL DISCIPLINES PRIOR TO CONSTRUCTION). LOCATE ALL CONDUIT WITHIN WALLS
A. REFER TO LANDSCAPE DEMOLITION SHEETS FOR ADDITIONAL INFORMATION.
B. EQUIPMENT SHOWN TO BE REMOVED IS SHOWN FOR REFERENCE ONLY. INFORMATION WAS OBTAINED
FROM ORIGINAL BUILDING DRAWINGS AND LIMITED FIELD INVESTIGATION AND MAY NOT REPRESENT ALL
ELECTRICAL DEMOLITION. FIELD VERIFY CONDITIONS AND DISCONNECT/REMOVE ALL EQUIPMENT AS
REQUIRED TO MEET THE INTENT OF THAT SHOWN ON THE LIGHTING AND POWER/SIGNAL DRAWINGS.
C. ALL ELECTRICAL EQUIPMENT SHOWN ON DRAWING (OR REQUIRED) TO BE DEMOLISHED SHALL BE
DISCONNECTED, REMOVED AND DISPOSED OF BY ELECTRICAL CONTRACTOR. NO EQUIPMENT (RACEWAYS,
BOXES, CABLING, ETC.) SHALL BE ABANDONED IN PLACE AND COVERED BY NEW CONSTRUCTION.
D. SCHEDULE ANY OUTAGES WITH OWNER PRIOR TO DE-ENERGIZATION OF ANY BRANCH CIRCUITS OR
FEEDERS.
A.TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE
ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN
CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS
SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS
SPECIFICATION.
B.LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING
UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG,
CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS
EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT.
C.MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER
TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING.
3103
NUMBERED SHEET NOTES: REFERS TO NOTES ON SAME SHEET
AS REFERENCE
DETAIL REFERENCE:
Z = DETAIL DESIGNATION
X = SHEET NUMBER REFERENCE
Z
X
FEEDER SCHEDULE DESIGNATION
(EXAMPLE: 3103 = 310 AMPERE, 600V, 3 CURRENT CARRYING
CONDUCTORS, PREFIXES: 'M' INDICATES MEDIUM VOLTAGE, 'CO14'
INDICATES CONDUIT ONLY, QUANTITY (1) AND SIZE (4"))
X
MECHANICAL SYSTEMS TAG
(REFER TO MECHANICAL SHEETS)
Y = UNIT TYPE
X = UNIT NUMBER
Y
X
SITE PLAN NOTES
DUCT SMOKE DETECTORDSD
SD
HORN- AUDIBLE DEVICE
VISUAL- VISUAL DEVICE
MANUAL PULL STATION
END OF LINE RESISTOR
HEAT DETECTOR
SMOKE DETECTOR
B
H
BELL
P
AUDIBLE/VISUAL
FLOW SWITCH
TAMPER SWITCH
F
AV
T
H
V
(R)
UC
UG
UON
(TBR)
TYP
NIC
NL
P POLE
MSB
MTTB
(N) NEW
ABBREVIATIONS
AMPERE
AMP FUSE RATING
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
AMPERES INTERRUPT CAPACITY
AMP SWITCH RATING
BELOW FINISH GRADE
CIRCUIT BREAKER
CIRCUIT
CONDUIT
EXISTING
ELECTRICAL CONTRACTOR
EXHAUST FAN
CA. ELECTRICAL CODE
(E) IN (N) LOCATION
(E) TO BE (R)
FIRE ALARM
FIRE ALARM CONTROL PANEL
GROUNDING CONDUCTOR
GENERAL CONTRACTOR
GROUND
GALVANIZED RIGID STEEL
MECHANICAL CONTRACTOR
ISOLATED GROUND
GANGED WITH SWITCH
MAIN CIRCUIT BREAKER
LIGHTING
MAIN LUGS ONLY
FUTURE
(E) POWER HOMERUN
POWER/COMM.
SINGLE RECEPT.
DUPLEX RECEPT.
DUPLEX- HALF SWITCHED
DOUBLE DUPLEX
SPECIAL CONFIGURATION
DUPLEX- FLOOR OUTLET
LETTER ADJACENT INDICATES
FIXTURE TYPE
A
RECESSED FLUOR.
SURFACE FLUOR.
FLUOR. STRIP UON
TRACK LIGHT
DIRECTIONAL FLOOD
EXIT LIGHT- WALL
EMERGENCY FIXTURE
POLE LIGHT
POLE LIGHT- DECORATIVE
TANDEM-WIRED LAMPS
(ARROW INDICATES DIRECTION)
EXIT LIGHT- CEILING
BOLLARD
FA2DPST
OCCUPANCY SENSOR
W/THERMAL OVERLOAD
DUAL LEVEL SWITCHING
SWITCHLEG DESIGNATION
P W/PILOT LIGHT
KEY OPERATED
,a
OS
K
3-WAY
4-WAY
DIMMER
TIMER SWITCH
D
T
3
4
MC
MCB
MLO
IG
GWS
LTG
GFI
GND
GRS
G
FACP
GC
CONDUIT STUB (W/MARKER)
VERTICAL CONDUIT RUN
FLEXIBLE CONNECTION
SURFACEMOUNT RACEWAY
SWITCHES
SPST
CONDUIT SEAL
LOW VOLTAGELV
(E)
(EXN)
(EXR)
(F)
EC
EF-#
CEC
CKT
C
AS
BFG
CB
NOTE: INTERPRET IN CONTEXT
LIGHT FIXTURES
CEILING SURFACEMOUNT
WALL SURFACEMOUNT
RECESSED DOWNLIGHT
RECESSED WALLWASH
PENDANT MOUNT NEW POWER HOMERUN
(3 HOTS & NEUT SHOWN)
EXISTING TO REMAIN
CONDUIT/WIRE
ISOLATED GROUND
E
NEW
AFF
AFG
AIC
A
AFUNDERGROUND
PHONE/DATA COMBO OUTLET
GROUND FAULT CIRCUIT INTERRUPTGFI
MOUNTED ABOVE COUNTER*
MOUNTED ABOVE COUNTER*
FIRE ALARM CONTROL PANEL
REMOTE POWER SUPPLYRPS
CONDUIT ONLYC.O.
PV PHOTOVOLTAIC
FIRE ALARM
J JUNCTION BOX
MAIN SWITCHBOARD
NOT IN CONTRACT
NIGHT LIGHT
RELOCATE(D)
TO BE REMOVED
TYPICAL
UNDERCABINET
UNDERGROUND
VOLT AMPERES
WATT, WIRE
WEATHERPROOF (NEMA 3R)
UNLESS OTHERWISE NOTED
FUSIBLE SWITCH
Ø
GROUND
PHASE
TELEPHONE OUTLET
DATA OUTLET
SAFETY DISCONNECT
TELEVISION OUTLET
MISCELLANEOUS
CIRCUIT BREAKER
THERMOSTATT
MOTOR
TV
VOLTV
WP
VA
W
SPEAKER/VISUALSV
INTERMEDIATE DISTRIBUTION FRAMEIDF
MAIN DISTRIBUTION FRAMEMDF
SMOKE/CO DETECTORSDCO
ACCESS POINTAP
DOUBLE DUPLEX, HALF SWITCHED
LEGEND
GROUND FAULT CKT INTERRUPTER
MAIN TELEPHONE TERMINAL BOARD
CONVENTIONS
SHEET NO.SHEET DESCRIPTION
E001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS
E002 ELECTRICAL DETAILS
E003 LEVEL 2 EV CAR CHARGER SPECIFICATIONS
E004 ELECTRICAL SPECIFICATIONS
E101 ELECTRICAL SITE PLAN
EXPIRES: 09/30/26
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T-BAR CEILING
BUILDING STRUCTURE
(N) INTERIOR CONDUITS TO
MATCH EXTERIOR PLAN AT
REAR/SIDE OF PORTABLE
(N) GRS CONDUIT(S) PER
PLAN
NEW LB CONDULET OR
CABINET PER PLAN
FINISHE GRADE
(N) CONDUIT PENETRATIONS.
CAULK OPENINGS AIRTIGHT
FROM WALL SURFACE TO
CONDUIT WITH
NON-HARDENING
ACOUSTICAL SEALANT BOTH
SIDES OF WALL.
PACK ANNULAR SPACE
COMPLETELY WITH MINERAL
FIBER. NO MULTIPLE
CONDUIT PENETRATIONS
ALLOWED. PACK AND CAULK
EVERY CONDUIT
INDIVIDUALLY.
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPT 11, 2024
2504-05-PS23
2000577-02
90
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CJ/JT
TR
CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
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E002
5 TYPICAL CONDUIT IN TRENCH, NON-TRAFFIC AREAS
6 TYPICAL CONDUIT IN TRENCH, TRAFFIC AREA
6"
24
"
MINIMUM 6" CRUSHED ROCK
6"
FINISHED GRADE
REINFORCED BOX EXTENSION,
AS REQUIRED
GROUT OPENING
ALTERNATE CONDUIT ENTRY
WHERE NUMBER OF BENDS IN
RUN ALLOWS
30
"
MI
N
.
C
O
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D
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B
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D
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REINFORCED CONCRETE COVER
(TO SUIT APPLICATION) WITH
HOLD DOWN BOLTS (FROM
MANUFACTURER). LABEL
COVER AS REQUIRED.
TRAFFIC RATED (AS REQUIRED) PRECAST
REINFORCED CONCRETE BOX. SIZE PER PLANS.
SEAL AROUND CONDUIT, BOX AND
EXTENSION JUNCTION.
BELL END, SEAL
OR FOAM (TYP.)
SEAL OR
FOAM
NOTES:
1.PULL BOXES SHALL BE INTERMITTENT TRAFFIC RATED
(AS REQUIRED).
2.PULLBOXES CONSTRUCTED OF REINFORCED POLYMER
WITH TRAFFIC RATING IF REQUIRED ARE ACCEPTABLE.
CONDUIT RUN IS 150' GREATER
TOP OF SLAB/FINISH GRADE
PVC
GRS, TAPE WRAPPED,
TO EQUIPMENT OR BOX
TERMINATION
18" MIN AT SLAB
AND 24" MIN AT
FINISH GRADE CONCRETE
BLDG.
PAD/SOIL
GRS, TAPE WRAPPED
TOP OF ELBOW
FINISH GRADE
PVC ELBOW
PERMITTED
U.O.N
18" MIN
SOIL
GRS, TAPE WRAPPED,
OR PVC COATED RISER
TO EQUIPMENT OR BOX
TERMINATION
PVC
24" MIN OR AS
DEEMED BY
APPLICATION
WHICHEVER IS
GREATER
CONDUIT RUN IS
LESS THAN 150'
NOTES:
UNDERGROUND CONDUITS AND TRANSITION TO ABOVE GRADE/SLAB SHALL BE AS FOLLOWS:
1.PVC ELBOWS ALLOWED IF TOP OF ELBOW IS MINIMUM 18" BFG OR BELOW TOP OF SLAB, OTHERWISE GRS, TAPE WRAPPED,
ELBOWS ARE REQUIRED.
2.GRS ELBOWS ARE REQUIRED IF CONDUIT RUN IS 150' GREATER.
3.GRS RISERS ARE REQUIRED FROM ELBOW BELOW GRADE TO EQUIPMENT (DEVICE, OUTLET, PANEL, CABINET, ETC.) ABOVE
GRADE.
4.GRS ELBOWS/RISERS TO BE TAPED WRAPPED (1/2" LAPPED) TO 3" ABOVE FINISH GRADE OR TOP OF SLAB.
BELOW TOP
OF SLAB
GRS, TAPE WRAPPED,
OR PVC COATED RISER
TO EQUIPMENT OR BOX
TERMINATION
TOP OF SLAB
TOP OF ELBOW
PVC
PVC ELBOW
PERMITTED
U.O.N
4"18" MIN
CONCRETE
BLDG. PAD
CONDUIT RUN IS
LESS THAN 150'
12
"
CAN VARY
DIMENSION
12" MIN
2"
4"
2"
18
"
M
I
N
4"
8"
WHERE OCCURRING
(VERIFY SIZE AND QUANTITY)
POWER CONDUITS
SPARE CONDUIT
DATA & SIGNAL
CONDUITS (VERIFY
AC PAVING AND/OR CONCRETE
FINISHED GRADE
6"W ELECTRICAL
MARKING TAPE
(RED MYLAR, 6" MIN
WIDTH) & 6"W
COMMUNICATIONS
MARKING TAPE
(ORANGE MYLAR,
6" MIN WIDTH)
CONDUITS PER PLAN
2"
FEEDER OR COMMUNICATIONS
2 SACK SLURRY TO 3" ABOVE CONDUIT
AS REQUIRED
2"
12
"
4"
2"
WHERE OCCURRING
AC PAVING AND/OR CONCRETE
FINISHED GRADE
JOINT TRENCH SINGLE TRENCH
SIZE AND QUANTITY)
6"W ELECTRICAL MARKING TAPE
(RED MYLAR, 6" MIN WIDTH) OR 6"W
COMMUNICATIONS MARKING TAPE
(ORANGE MYLAR, 6" MIN WIDTH),
DEPENDING ON UTILITY TYPE
NOTE:
-CONTRACTOR SHALL VERIFY MINIMUM SEPARATION FOR WATER AND GAS WITH MECHANICAL/PLUMBING ENGINEER PRIOR TO EXCAVATION.
-CONDUITS SHOWN ARE TYPICAL. VERIFY EXACT NUMBER OF CONDUITS FROM SITE PLAN AND SINGLE LINE DIAGRAM.
-REFER TO STRUCTURAL SHEETS FOR CONDUIT CLEARANCE REQUIREMENTS TO BUILDING FOOTINGS.
-WHEN POWER IS NOT BELOW COMMUNICATIONS, 12" MIN. HORIZONTAL SEPARATION SHALL BE MAINTAINED FROM ALL OTHER NEW UTILITY CONDUITS.
-REFER TO CEC TABLE 300.5 FOR CONDITIONS THAT MAY PERMIT LESS THAN 18" MINIMUM COVER.
18
"
M
I
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12
"
CAN VARY
DIMENSION
12" MIN
2"
4"
2"
24
"
M
I
N
4"
8"
WHERE OCCURRING
(VERIFY SIZE AND QUANTITY)
POWER CONDUITS
SPARE CONDUIT
DATA & SIGNAL
CONDUITS (VERIFY
AC PAVING AND/OR CONCRETE
FINISHED GRADE
6"W ELECTRICAL
MARKING TAPE
(RED MYLAR, 6" MIN
WIDTH) & 6"W
COMMUNICATIONS
MARKING TAPE
(ORANGE MYLAR,
6" MIN WIDTH)
CONDUITS PER PLAN
2"
FEEDER OR COMMUNICATIONS
2 SACK SLURRY MIX ABOVE CONDUITS
AS REQUIRED
2"
12
"
4"
2"
WHERE OCCURRING
AC PAVING AND/OR CONCRETE
FINISHED GRADE
JOINT TRENCH SINGLE TRENCH
SIZE AND QUANTITY)
6"W ELECTRICAL MARKING TAPE
(RED MYLAR, 6" MIN WIDTH) OR 6"W
COMMUNICATIONS MARKING TAPE
(ORANGE MYLAR, 6" MIN WIDTH),
DEPENDING ON UTILITY TYPE
NOTE:
-CONTRACTOR SHALL VERIFY MINIMUM SEPARATION FOR WATER AND GAS WITH MECHANICAL/PLUMBING ENGINEER PRIOR TO EXCAVATION.
-CONDUITS SHOWN ARE TYPICAL. VERIFY EXACT NUMBER OF CONDUITS FROM SITE PLAN AND SINGLE LINE DIAGRAM.
-REFER TO STRUCTURAL SHEETS FOR CONDUIT CLEARANCE REQUIREMENTS TO BUILDING FOOTINGS.
-WHEN POWER IS NOT BELOW COMMUNICATIONS, 12" MIN. HORIZONTAL SEPARATION SHALL BE MAINTAINED FROM ALL OTHER NEW UTILITY CONDUITS.
24
"
M
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DRAIN BASE
SAND OR 2 SACK
SLURRY
NATIVE SOIL BACKFILL
95% COMPACTION
NATIVE SOIL BACKFILL 95%
COMPACTION OR 2 SACK SLURRY
NATIVE SOIL BACKFILL
95% COMPACTION
NATIVE SOIL BACKFILL 95%
COMPACTION
2 SACK SLURRY TO 3"
ABOVE CONDUIT
2 SACK SLURRY TO 3"
ABOVE CONDUITS
2 SACK SLURRY TO 3"
ABOVE CONDUIT
3 TYPICAL PULL BOX, 24"X36" AND SMALLER
4 TYP. UNDERGROUND CONDUITS AND TRANSITION ABOVE GRADE
1 SURFACE CONDUIT AT EXISTING BUILDING
2 (E)"MSB" LOAD CALCULATIONS
EXPIRES: 09/30/26
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CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
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E003
FURNISHED AND INSTALL NEW LEVEL 2 FROM CHARGE
POINT PER CITY OF SLO REQUIREMENTS. 50AMP DUAL
PORT, PEDESTAL MOUNT, 18FT CABLE WITH EMV CHIP
READER AND POWER MANAGEMENT KIT FOR LOAD
SHARING, BOLLARD CONCRETE MOUNTING KIT,
CHARGEPOINT ASSURE AND STATION ACTIVIATION AND
CONFIGURATION SOFTWARE AND SERVICE EXPIRES: 09/30/26
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CITY SPECIFICATION NO.
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CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
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E004
SECTION 26 0500 - COMMON WORK RESULTS FOR ELECTRICAL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A.Drawings and general provisions of this Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A.This Section Includes:
1.Materials and equipment shall be furnished and installed in support of electrical work described
in these plans and specifications including but not limited to, raceways, boxes, enclosures, feeders,
branch circuiting, supports, terminal cabinets, sleeves, gutters, panels, transformers, switchgear,
lighting fixtures, controls, relays, contactors, in order to complete and make fully functional the systems
described.
2.Raceways for all power and communications systems as shown and/or required. Duct banks
shall include all trenching, racking, conduit, concrete, backfill, boxes, pads, substructures required for a
fully developed and useable pathway for cables, conductors, as shown on site, etc.
3.Allocation of time to adequately train the Owner on the use and operation of all systems installed
within the facility or on the property. Minimum two week advance notice shall be coordinated with the
Owner and his representatives. Training shall be as outlined in individual system specifications
identified to follow.
B.Related Sections Under Other Divisions:
1.Painting of electrical equipment where exposed and required by the Architect to be painted as
described elsewhere in the specification.
2.Access Control and Security Camera System: Shall be installed by Owner's vendor. Contractor
shall provide conduits, boxes, stubs to accessible ceilings.
1.3 SYSTEM DESCRIPTION
A.The electrical plans indicate the general layout and arrangement; the architectural drawings and
field conditions shall determine exact locations. Field verify all conditions and modify as required to
satisfy design requirements as well as code minimums. Maintain all required working clearances as
described in CEC Article 110 as well as other applicable articles.
B.Discrepancies shall be brought immediately to the attention of the Architect for clarification. The
Architect shall approve any changes. Prior to rough-in, refer to architectural plans that shall take
precedence over electrical plans with respect to locations.
C.Verify all power and communications utility company requirements prior to commencement of
utility work. Make proper adjustments to the construction to satisfy the serving utility requirements if
they differ from the construction documents. It shall be the Contractor's responsibility to contact each
utility company for obtaining finalized utility design drawings and/or approval, and for scheduling
inspection of utility infrastructure installations.
D.Charges imposed by the electric and communications utility companies shall be paid by Owner
directly to utility companies.
1.4 SUBMITTALS AND SHOP DRAWINGS
A.Before construction, submit in (accordance with the General Conditions of this Specification) a
complete list of all materials proposed to be furnished and installed under this section. Any material
procured without review and approval of the engineer and/or owner's representative, will solely be at
the contractor's risk.
B.Manufacturers' specifications, catalog cuts and shop drawings as required to demonstrate
compliance with the specifications. Identify specific intended use for each component where submittal
may be ambiguous. Submit entire bound submittal at one time; partial submittals will not be accepted.
At a minimum, submittals will be required for the following:
1.20a/1p breaker.
2.Conduit including all fittings, etc.
3.Wiring and cable, terminations, etc.
4.Fire rating penetration materials, details, etc.
C.The intent of these specifications is to establish a standard of quality for materials and
equipment. Therefore, some items are identified by manufacturer or trade name designation.
Substitutions shall be subject to the Architect's approval. Samples of the proposed and substitute
materials may be required for inspection prior to approval. Costs, if any, for evaluation of substitutions
shall be the Contractor's responsibility. The decision of the Architect shall be final. Where the
substitution will affect other trades, coordinate all changes with those trades concerned and pay any
additional costs incurred by them as a result of this substitution. Approval of substitutions shall not
relieve the Contractor from providing an operational system in accordance with all applicable codes
and ordinances.
1.Provide seismic details of seismic restraints and anchors; including number, size and locations
for each piece of equipment.
1.5 DELIVERY, STORAGE AND HANDLING
A.Storage of equipment for the job is the responsibility of the Electrical Contractor and shall be
scheduled for delivery to the site, as the equipment is required. Damage to the equipment delivered to
the site or in transport to the job shall be the responsibility of the Electrical Contractor.
PART 2 - PRODUCTS
2.1 MATERIALS
A.Materials shall be new and bear the label of or be listed by a nationally recognized testing
laboratory. The quality and suitability of all materials shall conform to the standards and practices of
this trade.
B.Supplied materials shall be of a current manufactured product line. Discontinued products are
not acceptable. Where products are identified on the contract documents by part number, supply the
current product model or series which meets the specification and intended use of the specified
component.
2.2 SUPPORTING DEVICES
A.Hangers: Kindorf B-905-2A Channel, H-119-D washer, C105 strap, 3/8" rod with ceiling flange.
B.Concrete Inserts: Kindorf D-255, cast in concrete for support fasteners for loads up to 800 lbs.
C.Pipe Straps: Two-hole galvanized or malleable iron.
PART 3 - EXECUTION
3.1 INSTALLATION
A.Professionalism and appearance of installations shall be in accordance with accepted practices
of this trade. Installation methods shall conform to manufacturers' specifications and
recommendations. The Contractor shall man the job with qualified journeymen and helpers in this
trade for the duration of the job. It is the Contractor's responsibility to communicate with and keep the
job superintendent appraised of changes or clarifications, etc.
B.Employment of any person on any job in the capacity of an electrician is not permitted unless
such person has qualified for and holds a valid Journeyman Electrician Pocket Card or General
Journeyman Electrician Certificate issued by the State of California Division of Apprenticeship
Standards except, Contractor may employ electrical helpers or apprentices on any job of electrical
construction, new or existing, when the work of such helpers or apprentices is performed under the
direct and constant personal supervision of a journeyman electrician holding a valid Pocket Card
accepted by the State of California Division of Apprenticeship Standards.
1.Each Pocket Card carrying journeyman electrician will be permitted to be responsible for the
quality of workmanship for a maximum of one helper or apprentice during any same time period,
provided the nature of work is such that good supervision can be maintained and the quality of
workmanship is the best, as expected by Owner and implied by the latest edition of the National
Electrical Code.
2.Before each journeyman electrician commences work, deliver to Owner at the project site, a
photocopy of the journeyman's valid Pocket Card.
C.Materials shall be installed in accordance with the manufacturers' specification and
recommendations. They must conform to the approval AHJ adopted codes and standards, but not less
than the 2019 CEC and all applicable codes and standards, including but not necessarily limited to
California Code of Regulations Title 24, NFPA, National Electrical Manufacturers Association, ANSI,
CBC, and any other adopted ordinances of applicable agencies having jurisdiction. Refer to general
conditions of specifications.
D.Electrical Contractor shall lay work out in advance in order to avoid unnecessary cutting,
chasing, and drilling of floors, walls, ceilings and other surfaces. Work of this nature shall be carefully
done so as not to damage work already performed by other trades. Any damage which results must be
properly repaired at no extra cost to the Owner. Such alterations shall not depreciate the integrity of
the structure. Approval for cuts or penetrations in structural members shall be by the Architect.
E.Coordinate work with other trades as required to eliminate any delays during construction.
Coordinate changes with other prime contractors to avoid construction conflicts.
F.Engineer's Field Observation: Site visits during construction for field observations and reports will
be conducted by electrical engineer when directed by the Architect. A list of items that need to be
addressed will be submitted to the Architect for forwarding to the Contractor. A written response to all
items shall be submitted for Owner's review once complete. When Electrical Engineering
representative performs a field observation, the Electrical Contractor shall be present and available to
remove equipment covers as needed.
G.Drawings of Record: Provide a full and accurate set of field record drawings marked up in a neat
and understandable manner submitted to the Owner Representative, Construction Manager, or
Architect upon completion of the work and prior to issuance of a certificate of completion. The
drawings shall dimension all electrical facilities including but not limited to underground conduit, vaults,
boxes as well as conduit routing scaled to within 12" of actual field conditions and shall be kept up to
date on a daily basis reflecting changes or deviations. Electrical facilities shall be accurately drawn on
the plan to scale. Refer to the general conditions of these specifications for additional requirements.
Record drawings shall be required to identify both horizontal and vertical dimensions to visible and
fixed points such as concrete, asphalt, buildings, sidewalks, etc.
H.Identification: Provide engraved laminated plastic nameplates for all switchboards, panelboards,
fire alarm terminal cabinets, telephone and cable television backboards, main devices, control panels,
time clocks, contactors and safety disconnect switches accurately identifying each device. Labels shall
be attached to the equipment by means of screws or rivets. Self-adhering labels will not be acceptable.
Refer to Section 26 0553, IDENTIFICATION OF ELECTRICAL SYSTEMS.
I.Safety: The Electrical Contractor is responsible to maintain equipment in a safe and responsible
manner. Keep dead front equipment in place while equipment is energized. Conduct construction
operations in a safe manner for employees as well as other work persons or anyone visiting the job
site. Provide barriers, trench plates, flags, tape, etc. The Contractor shall hold all parties harmless of
negligent safety practices that may cause injury to others on or near the job site.
J.Guarantees: Equipment and labor shall be guaranteed and warranted free of defects, unless
otherwise stated to be more restrictive, for a period of one year from the date of final acceptance by the
Owner. A written warranty shall be presented to the Architect at the time of completion prior to final
acceptance. Equipment deemed to be damaged, broken or failed should be repaired or replaced at no
additional cost to the Owner. Materials or system requiring longer than a one-year warranty as
described herein shall be separately warranted in separate letters of guarantee stating the duration of
warranty.
K.Operating and Installation Manuals: Provide two copies each of manuals, operating and
installation instructions for equipment indicated in submittal packages. Instruct the Owner's
representative as to the operation and location of equipment necessary to allow them to operate the
facility upon final acceptance. This instruction period shall be prearranged with the Owner's
representative prior to occupancy of the facility and the weeks prior to training scheduled.
END OF SECTION 26 0500
SECTION 26 0533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A.Drawings and general provisions of this Contract, including General and Supplementary Conditions and
Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A.Section Includes:
1.Conduit and fittings.
2.Weatherproof outlet boxes.
3.Junction and pull boxes.
4.Cabinets, termination cabinets.
5.Gutters.
6.Concrete boxes and vaults.
B.Related Work:
1.Installation of all wire, cable, conductor, boxes/gutters, pull ropes, fiber optic cable raceway, conduit,
innerduct, cable sleeve and duct as described on the plans and/or as specified here-in. This scope shall
include pathways to be installed underground on site and offsite, underslab, above grade, both concealed and
exposed, overhead concealed and exposed as appropriately applied. Raceways/boxes shall be installed in
accordance with their intended and allowed uses and as specified here-in whichever is more restrictive. Size
and capacity of all raceway/boxes shall be as specified here-in or as depicted on the drawings, but shall not be
less than that required by code. Larger raceway sizes may be specified than code would permit. The
specifications shall govern.
2.Listed products for termination, coupling, extending, benching supports of raceways shall be used.
3.Raceways/boxes described by this section shall include, but not be limited to, power for site utilities and
lighting, site and building communications, controls, fire alarm, security, access control, sound systems, data
system, energy management systems, power distribution, lighting, lighting controls, video, CATV, voice
communications, intercom, nurse call, HVAC and other building low voltage/communications systems controls
as may be required. Raceways, boxes and duct paths required for utility companies shall be installed per plans
unless utility company requirements are more restrictive at which time those requirements shall take
precedence.
4.Protection of and cleanliness of pathways and raceways must be assured during the construction
process in order to eliminate the possibility of debris entering the conduit, duct, pathway resulting in decreased
wire capacity and potential damage to installed conductors and cables.
5.Pathways are shown in a diagrammatic way and are generally accurate as to routing, however, it is the
Contractor's responsibility as a means and methods process to coordinate with all other trades that require
space within a building. The Contractor shall obtain approval for installation of raceways routing through
structural footings, retaining walls, columns, beams, purlins, grade beams, etc.
6.It is the Contractor's responsibility to insure that all raceway and boxes systems penetrate fire assemblies
and sound rated assemblies in an approved manner using the appropriate and listed products for the purpose.
7.Trenching and backfilling for all underground conduit systems installed by the Electrical Contractor shall
be the responsibility of the Contractor. Conduits shall have minimum cover requirement of 36" below finish
grade with the exception of site lighting conduits which may be 24" below finish grade minimum. More stringent
depth requirements may be imposed by the local agency and utility company and shall be adhered to, and / or
this specification or as detailed on the plans. Joint trenching may be utilized where practicable and where
permitted by this specification. Concrete, native material and sand shall be used as backfill material and shall
be compacted in accordance with and coordinated with the grading and site preparation requirements.
Conduits shall rest in a minimum of 4" bed of sand prior to backfill and compaction. Locations of existing
underground (UG) utility systems shall be determined by calling Underground Service Alert (USA) at least 48
hours prior to any excavation. Also refer to Section 26 0546.13, ELECTRIC UTILITY SYSTEMS.
8.Minimum conduit size shall be 1/2" except if plan shows or code requires larger size. Exception: Use
minimum 3/4" for underslab and below grade applications outside of building exterior walls.
9.All electrical, control, communications systems shall be installed in [metallic] conduit system. This shall
include but not be limited to all systems described in Section B.3 above, except for voice and data systems
which shall be installed as described on these plans and as specified here-in but shall not be less than the
recommendations of EIA/TIA standards.
10.All line voltage wiring within the building shall be installed in metallic conduit.
11.All conduit, concrete pads, underground concrete or fiberglass substructures shall be furnished and
installed with the approved materials and type for the application. Provide proper traffic control during
construction as well as barriers and protection of all excavations and trenching.
12.Empty or future conduits shall be properly plugged with plastic caps or inserts with a 3/8" polyethylene
pull rope. Plastic or "duct" tape will not be acceptable.
13.Exterior installations: After conductors are installed, seal conduit ends to prevent entrance of foreign
material using pliable duct seal, caps or waterproof expanding foam.
14.All low voltage systems including intercom, fire alarm, public address, etc. shall be in dedicated conduit
systems. Voice / Data and Direct Digital Control (DDC) systems for HVAC cabling shall be routed as specified
in Section 27 1300, INTERCOMMUNICATIONS SYSTEMS and as recommended by EIA/TIA standards. It
shall be the contractor's responsibility to provide raceway down walls to outlet boxes and to provide sleeves
across inaccessible ceiling spaces.
15.Underground conduits entering building shall have the open end of conduit within building above the
elevation of the conduit outside the building such that water cannot enter building through conduit. If such a
condition exists, a pull box outside of building footprint shall be installed in conduit route before conduit enters
building whereby top of pull box is below finish floor of building and moisture may exit box before entering
building.
16.No single conduit run of any type shall exceed 300 degrees of radius bend from termination box to
termination box.
17.Separate Raceway System: Provide a separate dedicated raceway system for each system installed, do
not combine different systems into a raceway or cable tray system, unless otherwise noted or allowed.
18.Spare, Future Conduits: Conduits labeled conduit only, spare, or for future use, shall be provided with a
pullrope, capped at each end, labeled as spare with destination marked, and turned over to the Owner in an
unused state. Contractor shall not utilize these conduits for the installation of cabling or conductors as part of
this scope of work. Contractor to verify and install at no additional cost to the Owner, additional conduits as
required for the installation of the systems being installed.
19.Outlet System: Provide electrical boxes and fittings as required for a complete installation. Including but
not limited to outlet boxes, junction boxes, pull boxes, bushings, locknuts, covers and all other necessary
components.
20.Code Compliance: Comply with CEC as applicable to construction and installation of electrical boxes
and fittings and size boxes according to CEC 312, 314 and 366 except as noted otherwise.
21.Outlets to be flush mounted: Maintain integrity of insulation and vapor barrier. Unless otherwise noted,
flush mount all outlet boxes.
22.Provide putty pads of proper type around outlet boxes and/or as detailed on plan to meet sound
transmission restrictions and fire ratings of walls.
1.3 SUBMITTALS
A.Provide Shop Drawings and Product Data for the Following Equipment:
1.Conduit and fittings.
2.Junction and pull boxes.
3.Cabinets, termination cabinets.
4.Gutters.
5.Concrete boxes and vaults.
6.Putty pads.
7.Raceways
1.4 REGULATORY REQUIREMENTS
A.Conform to requirements of the CEC, latest adopted version with amendments by local AHJs.
B.Furnish products listed by UL or other independent and nationally recognized testing firm.
PART 2 - PRODUCTS
2.1 MATERIALS
A.Heavy wall Rigid Non-Metallic Conduit, shall be PVC schedule 40 manufactured in accordance with
NEMA Standard TC-2, UL-651 and WC 1094A specifications.
B.Extra heavy wall non-metallic conduit, shall be PVC schedule 80 manufactured in accordance with NEMA
Standard TC-2, UL-651 and WC 1094A specifications.
C.Galvanized Rigid Steel (GRS) conduit shall be hot dipped galvanized, zinc coated and shall comply with
Underwriters Laboratories UL-6, ANSI Specification C-80.1 and Federal Specification WW-C-581E.
D.Electrical Metallic Tubing (EMT) shall be zinc coated, with a protective coating applied to the inside
surface and shall comply with Underwriter Laboratories UL-797 ANSI Specification C-80.3 and Federal
Specification WW-C-563A.
E.Electrical Non-Metallic Tubing (ENT), shall be listed to requirements of U.L. 1653, in accordance with
CEC Article 362, and meet requirements of BI National Standard CAN/CSA-C22.2 No. 227.1-U.L. 1653. ENT
shall be rated for 90 degrees C conductors and shall be recognized for use in 2-hour fire resistance non-load
bearing and load bearing wall assemblies. ENT shall be recognized for through-penetration firestop systems as
classified to meet U.L. and ICC building codes.
F.Manufacturers:
1.Outlet Boxes: Bowers, Raco, Steel City or equal.
2.Weatherproof Outlet Boxes: Bell, Red Dot, [Carlon] or equal.
3.Floor Boxes: Wiremold/Walker, Hubbell, Steel City, or equal.
4.Junction and Pull Boxes: Circle AW, Hoffman, Wireguard or equal.
5.Box Extension Adapter: Bell, Red Dot, [Carlon] or equal.
6.Conduit Fittings: O-Z Gedney, Thomas & Betts, or equal.
7.Vaults: Christy, Brooks, Utility Vault or equal.
8.Putty pads: 3M, Hilti, or equal.
9.Heavy wall rigid non-metallic conduit, Carlon, Certainteed, R&G Sloane or equal.
10.Extra heavy wall non-metallic conduit, Carlon, Certainteed, R&G Sloane or equal.
11.Galvanized Rigid Steel (GRS) conduit shall be hot dipped galvanized, zinc coated and shall comply with
Underwriters Laboratories UL-6, ANSI Specification C-80.1 and Federal Specification WW-C-581E.
12.Electrical Metallic Tubing (EMT) shall be zinc coated, with a protective coating applied to the inside
surface and shall comply with Underwriter Laboratories UL-797 ANSI Specification C-80.3 and Federal
Specification WW-C-563A.
13.Flexible Metal Conduit (FMC), Alflex, American Flexible Conduit or equal.
14.Liquid tight flexible metal conduit, Anacanda (type UA), Electri-flex Liquatite or equal.
15.Exterior In-Grade Boxes for Non-Utility Company, Precast concrete or polymer concrete, Utility Vault and
Christy.
2.2 JUNCTION AND PULL BOXES
A.Construction: Provide galvanized sheet steel junction and pull boxes, with screw-on covers; of the type
shape and size, to suit each respective location and installation; with welded seams and equipped with steel
nuts, bolts, screws and washers.
B.Location:
1.Install junction boxes above accessible ceilings for drops into walls for receptacle outlets from overhead.
2.Install junction boxes and pull boxes as required to facilitate the installation of conductors and limiting the
accumulated angular sum of bends between boxes, cabinets and appliances to 300 degrees.
3.Locations: Junction boxes shall be located only where necessary and only in equipment rooms, closets,
and accessible attic and underfloor spaces. A horizontal distance of 24" shall separate outlet boxes on
opposite sides of occupancy separation walls, fire-rated walls or partitions.
4.Labeling: Junction box covers shall be marked with indelible ink indicated the circuit numbers passing
through the box.
2.3 EXTERIOR IN-GRADE BOXES FOR NON-UTILITY COMPANY USE SHALL BE:
A.Precast concrete or polymer concrete type with full bottoms and draining into gravel drywell. . Open
bottom splice/pull boxes 24" x 36" and smaller shall be open bottom, with minimum 12" of gravel below for
drainage.
B.Flushmount in hardscape and 1" above grade in softscape.
C.Provided with correct traffic type lid, i.e., full vehicular, intermediate incidental vehicular or
pedestrian-rated as applicable stamped with "ELECTRIC", "LIGHTING", COMMUNICATIONS", etc. cover
identification as shown on the drawings or as applicable. All boxes or vaults located in streets, driveways,
sidewalks wider than 8', and turf areas where mowing takes place shall be traffic rated.
D.Provided with brass hold-down bolts in cover.
E.Provided with necessary box extensions to gain proper depth.
F.Seal all conduit in underground boxes with duct seal after conductors have been installed.
2.4 PUTTY PADS
A.Intumescent moldable firestop putty designed to protect electrical outlet boxes.
B.Designed to install around outside of outlet boxes.
PART 3 - EXECUTION
3.1 INSTALLATION
A.Conduit systems listed below are for use in installations where they are permitted to be used by CEC
and/or other occupancy restrictions. The below installation methods do not intend to suggest that these
materials be installed in conflict with any applicable code. Special attention to applications shall be made in
building types such as Educational, Health Care, wet location, hazardous locations, assembly occupancy and
multi-story, but not limited to these. Requirements which are more restrictive than the CEC may be called for
by the drawings and / or these specifications. These requirements must be adhered to. The Electrical
Contractor shall be responsible to use the proper conduit system for the application. Exposed conduit is not
allowed below ceilings or above slab of floor, without the permission and approval of the Architect. All conduits
shall be concealed except in electrical and telecommunication rooms or where shown to be surface mounted.
Exposed conduit (where allowed) shall be run square and plumb with building lines in an approved manner.
Support roofmount conduits, where allowed, with minimum 12" wide redwood blocks set in mastic unless
otherwise detailed in roof requirements or as specified in roofing specification, by the Architect. Strap conduits
to blocks with proper sized conduit straps. Spacing of support shall be a minimum as provided for in the CEC.
All exposed conduit mounted below 8' above finished grade shall be strapped at a minimum of 5' spacing.
B.Non-Metallic Rigid Conduit shall be used in concrete slabs, below concrete slabs on grade, or
underground outside of a building slab or foundation. Maintain minimum depth requirements and cover with
appropriate fill material. Minimum 4" of bedding and cover of backfill material 1/4" size grain and smaller
maximum. Conduit shall be heavy wall Schedule 40 or 80, rigid PVC only. Rigid utility P&C duct shall not be
used in any application. Properly sized grounding conductors shall be installed per CEC article 250, in all
non-metallic conduit branch circuit and feeder runs. PVC conduit shall be formed or field bent only with the use
of properly approved bending tools such as to not decrease the internal bore of the conduit. All conduits shall
be cut square and reamed of burrs. Approved and compatible glue shall be used on all PVC fittings to attain
watertight joints. All non-metallic conduit runs over 150' in length and over 1 1/4" trade size conduit shall utilize
galvanized rigid steel elbows.
C.Galvanized Rigid Steel (GRS) conduit shall be used where exposed less than 8'-0" above finished grade
to 18" below finished grade and where subject to physical damage. Conduits shall be cut square and reamed
to remove burrs and sharp edges. Strap conduit below 8' above grade at 5' intervals. Unless otherwise noted,
threadless setscrew and threadless weathertight fittings may be used in lieu of threaded fittings. All threaded
ends entering a junction box of any type shall require one locknut on the inside and one on the outside of the
enclosure and be provided with a plastic bushing or grounding bushing where necessary for proper grounding.
Where exposed to moisture, a watertight hub or other approved method shall be required. All conduits shall be
stubbed up straight and uniform into junction boxes, panels, cabinets, etc., and shall be (GRS) properly
supported and strapped. All GRS conduit located below grade, shall be tape wrapped.
D.Electrical Metallic Tubing (EMT) shall be used as allowed by code and as permitted by this specification.
It shall not be in contact with soil or the concrete slab on the ground floor of any structure. Connectors and
couplings shall be [steel or diecast] [insulated/non-insulated] set screw type where installed in indoor dry
locations not subject to moisture. Where the potential for moisture is present, compression type weathertight
fittings are required. One hole conduit straps are permitted from 1/2" to 1" and two hole conduit straps are
required for size 1 1/4" and larger. EMT shall not be allowed in areas subject to severe physical damage.
Install copper ground wire sized per CEC 250-122 in all EMT conduits.
E.where concealed in building construction or above dropped ceilings, but shall meet the following criteria:
No individual circuit path from distribution panel to last device shall exceed a cumulative length of 30' of flexible
conduit from start to end. Flexible conduit shall not exceed a total directional change of 270 bending degrees in
any one run between conduit terminations. Squeeze type or Jake type steel flex fittings of a grounding type are
required. Flexible conduit must be supported in accordance with CEC. Where exposed to the weather,
moisture, or spray down flexible conduit shall be of the liquidtight type. Fittings shall be manufactured for use
with liquidtight flexible conduit. All motor connections shall be made with liquidtight flex. Flexible conduit may
not be used where exposed except for last 2' of equipment connection and unless otherwise noted or approved.
A copper ground wire sized per CEC 250-122 shall be installed in all flexible conduit runs. Flexible conduit may
not be used exposed. Weatherproof liquid tight conduit shall not be used at roof level for equipment
connections with lengths exceeding 24" nor shall it be used to circumvent a rigid conduit system in a horizontal
direction. Connect recessed lighting fixtures to conduit runs with a maximum of 6' of flexible metal conduit
extending from junction box to fixture. "Master" "Slave" fixtures are permitted to use manufactured flexible
cable of longer dimension up to 12' between "Master" and "Slave" only and only as a U.L. listed system
component.
F.Underground conduits and transition to above grade/slab shall be as follows:
1.PVC elbows allowed if top of elbow is minimum 18" BFG or below top of slab, otherwise GRS elbows are
required.
2.GRS elbows are required if conduit run is 150' or greater.
3.GRS risers are required from elbow below grade to equipment (device, outlet, panel, cabinet, etc.) above
grade.
4.GRS elbows/risers to be PVC coated or 10 MIL taped wrapped (1/2" lapped) to 3" above finish grade or
top of slab.
G.Conduit Supports: Conduit runs may be supported by one-hole and two-hole straps or supports as
manufactured by Unistrut, Minerallac, Caddy or equals. Supports may be fastened by means of anchors,
shields, beam clamps, toggle bolts, or other approved methods appropriate for the application and size of
conduit. Pipe nailers (J-hooks) may only be used for 1" conduit and smaller and only in wood frame
construction. Conduit support methods are subject to review by the engineer and authority having jurisdiction
for adequacy. Installations deemed inadequate shall be corrected by the contractor at no cost to the Owner.
H.Bends and offsets shall be made with approved tools for the type of conduit being utilized. Bends shall
be made without kinking or destroying the smooth bore of the conduit. Parallel conduits shall be run straight
and true with bends uniform and symmetrical. Minimum radii shall be per CEC 344-24.
I.Conduit Stub-outs below grade shall be capped with plastic cap, and identified by placing a pull box
marked with correctly identified utility such as "Elec", "Tel", etc. Dimension for exact location on field record
drawings. Provide lids for proper field application (i.e. traffic, incidental, pedestrian).
J.Conduit Seals: Where below grade conduits enter structure through slab or retaining wall of building or
basement, seal the inside of each conduit as follows:
1.Provide damming material around conductors 3" into conduit.
2.Fill 3" of conduit with 3M #2123 sealing compound.
3.Wrap conductors where they exit the conduit with 3M #2229 "Scotch Seal" mastic tape. Lap tape to
approximate diameter of the raceway and wrap outside of conduit opening with (minimum) one turn.
4.Use conduit sealing bushings type CSB (O-Z/Gedney) or equal.
5.Empty conduits shall be sealed with standard non-hardening duct seal compound and then capped to
prevent entrance of moisture and gases and to meet fire resistance requirements.
6.Provide cable drip loop minimum 12" high.
K.Marker tape: Place plastic yellow marker tape at 12" below finish grade along and above buried conduits.
Label tape "CAUTION: ELECTRICAL LINES BELOW" or similar wording.
L.Electrical and communications systems raceways routed underground shall not occupy the same trench
as plumbing utilities such as sewer, water, storm drain, gas or other wet or dry gaseous utility system. A
minimum of 12" of undisturbed earth is required. Where utilities must cross in closer proximity to each other
due to physical constraints, 6" minimum crossing distances are allowed, however 18" on all sides of a utility
crossing must be concrete encased.
M.Duct bank defined here-in shall be four or more conduits in a common trench, conduit spacers and
saddles shall be required in all trenches where more than two conduits over 2" in diameter travel in the same
trench. Proper spacing between systems as outlined above shall be required and spacers shall be located
each 5' (maximum) along trench route from point to point.
N.Conduits, routed below footings, slabs, grade beams, columns, and other structural elements shall be
installed in strict compliance with structural details and criteria shown on structural plans. Clearances below
structural elements and sleeves through structural elements must be carefully planned to avoid conflict and
must be approved by the structural engineer if conflict arises.
O.All conduit or raceways passing through fire rated walls, floors, or ceilings shall be installed with a listed
penetration method which protects the opening to the same rating as the assembly and is non hardening.
P.Expansion Joints
1.Conduits 3" and larger, that are secured to the building structure on opposite sides of a building
expansion joint, require expansion and deflection couplings. Install the couplings in accordance with the
manufacturer's recommendations.
2.Provide conduits smaller than 3" with junction boxes on both sides of the expansion joint. Connect
conduits to junction boxes with sufficient slack of flexible conduit to produce 5" vertical drop midway between
the end. All conduit shall have a copper green grounding bonding conductor installed.
Q.Seismic Joints
1.At seismic joints, provide conduits rigidly secured to the building structure on opposite sides of a building
expansion joint with junction boxes or approved fittings, on both sides of the joint. Connect conduits to junction
boxes with sufficient slack flexible conduit such that these slack conduits are 1 1/2 times the distance between
conduit ends. Flexible conduit shall have a copper green ground bonding jumper installed.
R.Location: Locate boxes and conduit bodies so as to ensure accessibility of electrical wiring.
S.Anchoring: Secure boxes rigidly to the substrate upon which they are being mounted, or solidly embed
boxes in concrete or masonry.
T.Special Application: Provide weatherproof outlets for locations exposed to weather or moisture.
U.Knockout Closures: Provide knockout closures to cap unused knockout holes where blanks have been
removed.
V.Coordinate all electrical device locations with the architectural floor plan and interior and exterior
elevations to prevent mounting devices within elements that they may conflict such as cabinetry, mirrors,
planters, etc.
W.Size outlet and junction boxes to minimum wire fill space requirements. Upsize box as required to allow
ease of wire installation and device installation.
X.Outlet and junction boxes in fire rated walls shall be gauged and spaced so as not to exceed the
maximum penetration allowed by the assembly without compromising the fire rating. If a conflict arises relative
to a specific condition, the contractor shall follow the requirements of the fire authority and ask for guidance
from the design team. At no time should a larger box be installed prior to resolution of conflict.
END OF SECTION 26 0533
EXPIRES: 09/30/26
THOMA #23-8146
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CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AS NOTED
SEPT 11, 2024
2504-05-PS23
2000577-02
90
%
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EXPIRES: 09/30/24
THOMA #23-8146
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CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
cad@thomaelec.com
Fax: (805) 543-3829
REFERENCE NOTES
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E101
1 ENLARGE PLAN AT ROLLING GATE
SCALE: 1/4" = 1'-0"
1.PROVIDE CONNECTION TO MOTORIZED GATE PER MANUFACTURER
INSTALLATION INSTRUCTIONS. VERIFY REQUIREMENTS WITH GATE
SUPPLIER.
2.NEW 3/4"C (PVC40) STUB(S) FOR LOOP DETECTORS. COORDINATE WITH
GATE CONTRACTOR.
3.STANCHION MOUNT KEYPAD. PROVIDE 3/4"C.O BETWEEN MOTORIZED
GATE AND KEYPAD VIA PULL BOX. WIRES BY GATE CONTRACTOR.
4.NEW 3/4"C (PVC 40) W/ (2) #12 THWN AND (1) #12 COPPER GROUND [120V
BRANCH CIRCUIT] TO PANEL "B". PROVIDE NEW 20A/1P BREAKER TO
MATCH EXISTING AND UPDATE PANEL SCHEDULE.
5.REMOVE EXISTING BRANCH CIRCUIT BETWEEN PULL BOX AND
PANELBOARD, THEN RE-PULL EXISTING AND NEW TO CONDUCTORS
AND RE-TERMINATE TO BREAKERS. HOMERUN TO EXISTING PANEL "B"
6.PROVIDE TWO 11"X17" PULLBOXES FLUSH IN GRADE. LABEL ONE
"SIGNAL" AND ONE "ELECTRICAL"
7.NEW 2" (PVC40) FOR ACCESS CONTROLLER AT KEYPAD LOW VOLTAGE
WIRING BY OWNER'S VENDOR.
8.NEW 2"C (PVC40) FOR SECURITY CAMERA WIRING BY OWNER'S
VENDOR.
9.WALL MOUNT LB PER DETAIL AND STUB COMMUNICATION CONDUITS TO
ACCESSIBLE SPACE ABOVE 1ST FLOOR AND EXTEND FEEDER CONDUIT
TO "MSB".
10.POTHOLE TO EXPOSE EXISTING BRANCH CIRCUIT BETWEEN PULL BOX
AND EXISTING POLE LIGHT. PRIOR TO DEMOING THE ROAD FOR THE
ROLLING GATE, INTERCEPT EXISTING CONDUIT AND EXTEND NEW
BRANCH CIRCUIT CONDUIT TO NEW PULL BOX. EXTEND EXISTING
BRANCH CIRCUIT TO MATCH EXISTING.
11.NEW 1"C (PVC40) BETWEEN PULLBOX AND PILASTER. PLUMB CONDUIT
TO PILASTER FOR FUTURE SECURITY CAMERA WIRING. COORDINATE
WITH LANDSCAPE ARCHITECT..
12.EXISTING ELECTRICAL PULL BOX FOR SITE LIGHTING. CONDUITS RUN
TO PANEL "B".
13.NEW 3
4"C FOR SENSOR WIRING. REFER TO SHOP DRAWING FOR EXACT
LOCATION PRIOR TO ROUGH-IN.
14.STUB 2"C (PVC 40) TO 8" ROUND PULL BOX FOR FUTURE SECURITY
CAMERA.
15.EXISTING BRANCH CIRCUIT TO EXISTING POLE LIGHT TO BE
PROTECTED.
16.CONNECT TO PEDESTAL MOUNT CHARGING STATION. PROVIDE 6" DEEP
X 24" SQUARE CONCRETE BASE. COORDINATE WITH MANUFACTURER
INSTALLATION FOR ANCHOR BOLT REQUIREMENTS PRIOR TO
ROUGH-IN. ENSURE THE CONDUITS ARE PLUMB.
17.EXISTING LIGHT TO BE REMOVED. INTERCEPT EXISTING BRANCH
CIRCUIT CONDUIT AND PROVIDE NEW 8" ROUND PULL BOX.
18.EXISTING LIGHT TO REMAIN. PROTECT EXISTING BRANCH CIRCUIT
CONDUITS.
19.NEW (PVC 40) FEEDER CONDUIT FOR EV CHARGER PER SINGLE LINE
DIAGRAM.
20.NEW 1" (PVC 40 BRANCH CIRCUIT CONDUIT) TO POWER THE EXISTING
POLE LIGHT. RE-ROUTE EXISTING BRANCH CIRCUIT AND EXTEND.
NORTH
SCALE:
OVERALL ELECTRICAL SITE PLAN
1" = 40'-0"
1
-
2 (E) "MSB" SINGLE LINE DIAGRAM
(E) "MSB"
M
PRIMARY SECONDARY
800A BUS, 120/208V, 3 PHASE 4 WIRE
(E)
(E)PRIM (E)(SEC)
(E)TRANSFORMER T-578
2
(E) 800A
3P, MAIN
(N)
80A
2P
1
(N) LEVEL 2
EV CHARGER
3
L
=
2
0
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F
T
REFERENCE NOTES
1.PROVIDE NEW CIRCUIT BREAKER TO MATCH EXISTING.
2.PG&E METER #1006927320. REFER TO DETAIL 2/E-002 FOR LOAD
DEMAND FOR ADDED LOAD.
3.PROVIDE AND INSTALL NEW LEVEL 2 EV CHARGER. SEE SITE PLAN
NOTE 16 ON THIS SHEET FOR LOCATION. INSTALL PER MANUFACTURE
REQUIREMENTS AND PROVIDE ALL ACCESSORIES AND CONCRETE
BASE FOR A FULLY WORKING SYSTEM. REFER TO TO SHEET E003 FOR
SPECIFICATION. PROVIDE WITH POWER MANAGEMENT KIT FOR
POWER SHARING. PROGRAM OUTPUT TO 40AMP (8.32KW) SO LOAD
DOES NOT INCREASE THE 800A SERVICE. OUTPUT CAN BE MODIFIED
TO MAX LOAD AFTER A 30DAY RECORDING HAS BEEN ESTABLISHED
TO VERIFY THE EXISTING DEMAND LOAD AT THE THE BUILDING.
4.1-1/2"C WITH (2)#4 THWN & (1)#8 CU GROUND
DETAIL 2
DETAIL 1
4
EXISTING PANEL "B"
ROUTE NEW 1-1/2" CONDUIT
(EMT) ABOVE T-BAR
CEILING. REFER TO SINGLE
LINE DIAGRAM. INSTALL
24"SQ X 4" DEEP TERMINAL
CABINET
EXISTING METER SWITCHGEAR "MSB"
EXISTING PANEL "A"
EXISTING PG&E
TRANSFORMER
-
E-003
EXPIRES: 09/30/26
THOMA #23-8146
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