HomeMy WebLinkAbout2500 S Redhill Ave #100 and #110 - PlanCO
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Sec. 124(a)
Portions of supply-air and return-air ducts ductwork conveying heated or cooled
air located in one or more of the following spaces shall be insulated to a minimum
installed level of R-8:
1. Outdoors, or
2. In a space between the roof and an insulated ceiling, or
3. In a space directly under a roof with fixed vents or openings
to the outside or unconditioned spaces, or
4. In an unconditioned crawlspace, or
5. In other unconditioned spaces.
Portions of supply-air ducts ductwork that are not in one of these spaces shall be
insulated to a minimum installed level of R-4.2 (or any higher level required by
CMC Section 605), or be enclosed in directly conditioned spaces.
DUCT REVISIONS TO MATCH NEW ARCHITECTURAL REVISIONS IN THE IMPROVED SPACE.
5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed2. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section
contractor preparing documents for work that I have contracted to perform.
EF EXHAUST FAN
BG
DI
DO
EDH
DS
AO
AI
AC
BFC
AFF
BF
BELOW GRADE
DIGITAL OUTPUT
DIGITAL INPUT
ELECTRIC DUCT HEATER
DISCONNECT SWITCH
ANALOG INPUT
ANALOG OUTPUT
ABOVE FINISHED FLOOR
ABOVE CEILING
BELOW FLOOR
BELOW FINISHED CEILING
CONSTANT VOLUME FANCFPB
DB DRY BULB
EAT ENTERING AIR TEMPERATURE
POWERED BOX
EMS ENERGY MANAGEMENT SYSTEM
VARIABLE AIR VOLUMEVAV
SUPPLY AIR
GENERAL CONTRACTOR
RETURN AIR
FAN POWERED BOX
OPPOSED BLADE DAMPER
FINS PER INCH
MANUAL VOLUME DAMPER
NEW(N)
RA
SA
OBD
FPB
GC
FPI
MVD
LEAVING AIR TEMPERATURELAT
FEET PER MINUTEFPM
NOT TO SCALENTS
GAS UNIT HEATERGUH
UNLESS NOTED OTHERWISEU.N.O.
4WAY CEILING DIFFUSER4WCD
ELECTRIC UNIT HEATEREUH
(E) EXISTING
RELOCATED(R)
(D) DEMOLISH & REMOVE
DDC DIRECT DIGITAL CONTROL
3WAY CEILING DIFFUSER3WCD
2WAY CEILING DIFFUSER2WCD
1WAY CEILING DIFFUSER1WCD
RETURN AIR REGISTERRAR
CEILING DIFFUSERCD
SIDEWALL SUPPLY REGISTERSWR
MOVING SYSTEMS EXCEEDING 2,000 CFM PER SECTION 609.0 CMC
PROVIDE SMOKE DETECTORS IN MAIN SUPPLY AIR DUCTS OF AIR
(CMC SECTION 309) (MUST BE GFI PROTECTED IF ON ROOF)
OF THE EQUIPMENT FOR SERVICE AND MAINTENANCE PURPOSES.
120-VOLT RECEPTACLE SHALL BE LOCATED WITHIN 25'
Sec. 124(a)
PROVIDE MERV-13 FILTERS ON ALL AIR HANDLING EQUIPMENT WITHIN THE SCOPE OF THESE PLANS.
PLANCHECK REVISIONS:
· ALL M-SHEETS: REVISED TITLE BLOCK TO INCLUDE SUITE NUMBERS.
· ALL M-SHEETS: REVISED CODE REFERENCES TO 2022 FROM 2019.
· TITLEBLOCK REVISIONS CLOUDED. 2022 CODE REFERENCES ARE NOT CLOUDED BY CHANGED GLOBALLY.
Eric
Maxwell
Digitally signed by
Eric Maxwell
Date: 2023.01.30
12:37:18 -08'00'
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
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5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed2. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section
contractor preparing documents for work that I have contracted to perform.
FLEXIBLE AIR DUCT SHALL CONFORM TO
U.L. 181, SHALL NOT BE MORE THAN 5 FEET
LONG, AND SHALL NOT BE USED IN LIEU OF
ELBOWS OR FITTINGS, EXCEPT AT A
TERMINAL DEVICE. CMC 603.4.1, 603.5.
1 1/2" BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK, ON 4' CENTERS.
1 1/2" BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK ON 8' CENTERS WITH 1 1/2" x 1 1/2" x 1/8" ANGLES
ON CENTER LINE BETWEEN.
1 1/2" BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK, ON 4' CENTERS WITH CROSS BREAK.
INSIDE LONGITUDINAL STANDING SEAMS WITH 1 1/8" x 1 1/8" x 1/8" ANGLES ON 2' CENTERS ON EXTERIOR.
1 1/2" STANDING SEAM ON 3' CENTERS.
55 THRU 6020
1 1/2" STANDING SEAM ON 3' CENTERS.
1 1/2" BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK, ON 4' CENTERS WITH CROSS BREAK.
INSIDE LONGITUDINAL STANDING SEAMS WITH 1 1/8" x 1 1/8" x 1/8" ANGLES ON 2' CENTERS ON EXTERIOR.
ON CENTER LINE BETWEEN.
1 1/2" BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK ON 8' CENTERS WITH 1 1/2" x 1 1/2" x 1/8" ANGLES
1 1/2" BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK, ON 4' CENTERS.
43 THRU 54
31 THRU 42
22
1" BAR SLIP, REINFORCED BAR SLIP, OR 1" POCKET LOCK, ON 5' CENTERS.
1" BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK ON 10' CENTERS WITH 1" x 1" x 1/8" ANGLES
ON CENTER LINE BETWEEN.
INSIDE LONGITUDINAL STANDING SEAMS WITH 1" x 1" x 1/8" ANGLES ON 5' CENTERS.
1" STANDING SEAM ON 5' CENTERS.
HEMMED "S" SLIP, 1" BAR SLIP, OR 1" POCKET LOCK ON 10' CENTERS WITH CROSS BREAK 1"STANDING SEAM ON 5' CENTERS.
ON CENTER LINE BETWEEN.
HEMMED "S" SLIP, 1" BAR SLIP, OR 1" POCKET LOCK ON 10' CENTERS WITH 1"x1" x 1/8" ANGLES
HEMMED "S" SLIP, 1" BAR SLIP, OR 1" POCKET LOCK ON 5' CENTERS.
19 THRU 30
24
DRIVE SLIP, PLAIN "S" SLIP, OR 1" POCKET LOCK13 THRU 18
GALVANIZED STEEL DUCT GAGE, PER SMACNA 006-2006 HVAC DUCT CONST. STANDARDS UP TO 2" W.C.
U.S. STEEL STD.
(GAGE)
UP THRU 12
(INCHES)
26
DUCT DIMEN.
DRIVE SLIP, PLAIN "S" SLIP, OR 1" POCKET LOCK
MINIMUM METAL GAUGES
PERMISSIBLE GIRTH JOINTS AND LOGITUDINAL SEAMS
MAXIMUM 2 -INCH W.G.
STATIC NEGATIVESTATIC POSITIVE
MAXIMUM 10 -INCH W.G.
0.024 (24)
INCH (GAGE)
0.036 (20)
0.030 (22)
0.047 (18)
0.058 (16)
0.024 (24)
INCH (GAGE)
0.047 (18)
0.036 (20)
0.030 (22)
0.024 (24)
0.019 (26)
0.016 (28)
0.070 (14)0.058 (16)
INCH (GAGE) INCH (GAGE)
0.019 (26)
0.024 (24)
0.030 (22)
0.036 (20)
0.047 (18)
0.019 (26)
0.047 (18)
0.024 (24)
0.036 (20)
0.047 (18)
0.058 (16)
0.030 (22)
0.036 (20)
0.024 (24)
LOGITUDINAL SEAM SPIRAL SEAM SPIRAL SEAM LOGITUDINAL SEAM
STATIC POSITIVE DUCT DIAMETER
(INCHES)
0.024 (24)
0.036 (20)
0.030 (22)
0.019 (26)
0.016 (28)
0.016 (28)
INCH (GAGE)
0.047 (18)
27 THROUGH 36
61 THROUGH 84
51 THROUGH 60
37 THROUGH 50
15 THROUGH 26
9 THROUGH 14
3 THROUGH 8
SPIRAL SEAM
0.058 (16)
0.047 (18)
0.036 (20)
0.030 (22)
0.024 (24)
0.019 (26)
0.016 (28)
MAXIMUM 2 -INCH W.G.
LOGITUDINAL SEAM
INCH (GAGE)
GALVANIZED STEEL DUCT GAGE, PER 602.1 C.M.C., SMACNA 006-2006 HVAC DUCT CONST. STANDARDS
a. All appliances designed to be in a fixed position shall be securely fastened in place in accordance with the manufactures installation instructions. Supports for appliances shall be
designed and constructed to resist horizontal and vertical loads within the stress limitations of the CBC. [CMC 303.4]
b. All materials exposed within ducts and plenums including any above ceiling return air plenum shall be noncombustible or shall have a flame spread index not to exceed twenty-five (25)
and a smoke developed index not to exceed then fifty (50) when tested as a composite product in accordance with ASTM E 84 OR UL 723 and shall comply with
all requirements of the 2022 CMC Section 602.2.
c. Installation of ducts shall be in accordance with Section 603.0 of the 2022:
1. All ductwork for heating and cooling system or evaporative cooling system shall be conducted through duct systems constructed of metal as set forth in the
SMACNA HVAC Duct Construction Standard âfi Metal and Flexible. Factory made air ducts shall be approved for the use intended or shall comply with the 2022 CMC
referenced standards Chapter 17.
2. Joints and seems for duct systems shall comply with SMACNA HVAC Duct Construction Standard âfi Metal and Flexible. Joints of ducts systems shall be
made substantially airtight by means of tapes, mastics, gasketing, or other Crimp joints for round ducts shall have a contact lap of not less than
1-1/2" and shall be mechanically fastened by means of not less than 3 sheet-metals screws equally spaced around the joint, or an equivalent fastening method.
3. Ducts shall be supported at each change of direction and in accordance with SMACNA HVAC Duct Construction Standard âfi Metal and Flexible.
d. Ducts and plenums shall comply with Section 120.4 of the 2022 California Building Energy Efficiency Standards. Provide the following notes on the plans to demonstrate compliance:
Portions of supply-air and return-air ducts conveying heated or cooled air located in one or more of the following spaces shall be insulated to a minimum installed level of R-8:
a. Outdoors; or
b. In a space between the roof and an insulated ceiling; or
c. In a space directly under a roof with fixed vents or openings to the outside or unconditioned spaces; or
d. In an unconditioned crawlspace; or
e. In other unconditioned spaces.
1. Portions of supply-air ducts that are not in one of these spaces, including ducts buried in concrete slab, shall be insulated to a minimum installed level
of R-4.2 (or any higher level required by CMC Section 604.1) or be enclosed in directly conditioned space.
2. All factory-fabricated duct systems shall comply with UL 181 for ducts and closure systems, including collars, connections, and splices, and be labeled as complying with UL 181.
Environmental air duct exhaust shall terminate not less than 3 ft from a property line, 10 ft from a forced air inlet, and 3 ft from openings into the building. Environmental exhaust ducts shall not discharge
onto a public walkway.
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
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5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed2. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section
contractor preparing documents for work that I have contracted to perform.
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
CO
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S1
CFM
NECK
S2
CFM
NECK
S3
CFM
NECK
R2
-
NECK
R1
-
NECK
R3
-
NECK
WAITING
100
STAFF BREAK
144
OFFICE
114
OFFICE
157
CONSULT
151
STORAGE
150A
OFFICE
152
OFFICE
156
TELEHEALTH
154
TELEHEALTH
153
OPEN OFFICE
150
PANTRY
144A
PHONE
143
CONSULT
147
CONSULT
148
CONSULT
149
HALLWAY
160
OFFICE
104
OFFICE
105
CHECK OUT
102
COPY/PRINT
103
CONFERENCE
106
OFFICE
107
OFFICE
108
STORAGE
109
IT/SERVER
110
113
OFFICE
HALLWAY
161
155
OFFICE
STORAGE
111
OFFICE
112
HALLWAY
162
OFFICE
115
TRAINING
116
OFFICE
129
OFFICE
130
133
OFFICE
OFFICE
132
OFFICE
135
OFFICE
134
OFFICE
136
OFFICE
137
HALLWAY
159
OFFICE
141
OFFICE
140
OFFICE
139
OFFICE
138
OFFICE
142
HALLWAY
158
UNISEX RR
100A
UNISEX RR
146
UNISEX RR
145
RECEPTION
101
OFFICE
117
OFFICE
118
HALLWAY
164
HALLWAY
163
OFFICE
119
OFFICE
120
OFFICE
121
OFFICE
122
OFFICE
123
OFFICE
124
OFFICE
125
OFFICE
126
OFFICE
127
OFFICE
128
OFFICE
131
(E)
12"Ø
14"Ø 14" Ø
14"Ø
10"Ø
10"Ø
10"Ø
12
"
Ø
8"Ø
8"Ø 14"Ø 14"Ø
10"Ø
10"Ø
16"Ø
14"Ø 14"Ø
10"Ø 10"Ø
8"Ø
6"Ø
10"Ø
10"Ø
10"Ø
10"Ø
10"Ø
6"Ø
14"Ø 8"Ø
8"Ø
8"Ø
8"Ø
12"Ø
12"Ø
10"Ø
14"Ø
16"Ø
8"Ø
8"Ø
8"Ø
6"Ø
12"Ø
14"Ø
14"Ø
8"Ø8"Ø
8"Ø 8"Ø
10
"
Ø
10
"
Ø
12
"
Ø
10"Ø
10"Ø
12"Ø
8"Ø8"Ø
8"Ø 8"Ø
8"Ø 8"Ø
8"Ø
10"Ø 10"Ø
6"Ø
10
"
Ø
8"Ø
6"Ø
10"Ø8"Ø
8"
Ø
8"Ø
8"Ø
8"Ø
12
"
Ø
12
"
Ø
8"Ø
10"Ø
16" DIAMETER RETURN
DUCT TURNED TOWARD
WALL WITH MESH CAP.
14"Ø14"Ø
10"Ø
10"Ø
12
"
Ø
6"Ø
S2
30
6
S1
400
10
S1
400
10
E
70
8 uc 1"
uc 1"
uc
1
"
uc
1
"
S1
350
10
S1
350
10
R
250
10
S1
350
10
S1
350
10 R
250
10
10"Ø
10"Ø10"Ø
10"Ø
10"Ø 10"Ø
14
"
Ø
14
"
Ø
12X10
SWR
EF
1
EF
2
EF
3
4"Ø
4"Ø
4"Ø
7"Ø
8"Ø
NEW SIDE-WALL EXHAUST EYEBROW
AT EXTERIOR WALL, MIN. 10'-0" FROM
ANY BUILDING OPENING OR FRESH AIR
INTAKE.
S1
90
6
S1
400
10
S1
400
10
S1
180
8
S1
400
10
S1
180
8
S1
100
8
(R)
(R)
(R)
(R)
(R)
8"Ø 8"Ø
S2
60
6
S2
175
8
S2
175
8
(E) 8"Ø
6"Ø
6"Ø6"Ø
S2
80
6
S2
80
6
(E)
60
6
6"Ø
6"Ø
6"Ø6"Ø
6"Ø
R
145
8
R
90
8
S2
70
6
S2
70
6
E
480
12
R
360
10
(E)
(E)
8"
Ø
8"Ø
(E)(E)
uc 1"
(E)
(E)
(E)
(E)
(E)(E)
(R)
(E)
(R)
(E) (E)6"Ø 6"Ø
S2
60
6
E
110
8
E
60
8
S2
85
6
E
60
8
E
75
66"Ø 6"Ø
6"Ø6"Ø
(R)
(E)
(E)
E
75
6
S2
180
8
E
120
12
8"Ø
8"Ø
8"Ø
N.I.C.
N.I.C.
N.I.C.
E
175
10
S2
175
8
R
300
10
8"Ø
(N)
(N)
(E)
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.N.I.C.N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed2. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section
contractor preparing documents for work that I have contracted to perform.
FRESH AIR NOTE:
THE BUILDING IS SERVED BY A CENTRALIZED AIR HANDLING SYSTEM
THAT INCLUDES A CO2 MONITORING SYSTEM IN THE AIR-STREAM THAT
MODULATES THE FRESH AIR TO MAINTAIN 800 P.P.M. OR LESS OF CO2 IN
THE CONDITIONED AIR STREAM.
SYMBOL LOCATION SERVING CFM S.P. RPM AMPSWATTS VOLTAGE WEIGHT
(lbs) REMARKS"MANUFACTURER"
MODEL No.
975 70 0.1 78.8 3115v
1 ph. W/ PROVIDE WITH BACK-DRAFT DAMPER AND
WALL SWITCH.
"BROAN"
671CLG-MTD ALL GENDER
RESTROOMS
EF2EF1 EF3
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
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CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
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SYMBOLS LIST
NOTES
ABBREVIATIONS
FIRE ALARM & LIFE SAFETY
FIXTURE SUPPORT DETAIL
DEMOLITION NOTES
TYPICAL WALL OUTLET SPACING
DEVICE TYPE INFORMATION
2022 TITLE 24 COMPLIANT Lighting Controls
A. Private offices less than 250sq.ft. - Provide Greengate Controls: Room Controller RC3D (120-277V),
Five button Wall Station (Half Lights, Full Lights, Raise, Lower All Off) RC5-TSB-OS2-W, Ceiling
Mount Microset Dual Tech OAC-DT-1000 + OCC-RJ45, 20A Receptacle Switchpack SPRC-R-20-120.
At exterior offices with more than 24sq.ft. and more than 120W lighting load, provide DSRC-FMOIR +
DSCM-MT photo-sensor mounting bracket.
B. Private offices greater than 250sq.ft. - Provide Greengate Controls: Room Controller RC3D
(120-277V), Five button Wall Station (Half Lights, Full Lights, Raise, Lower All Off) RC5-TSB-OS2-W,
Ceiling Mount Microset Dual Tech OAC-DT-1000 + OCC-RJ45 (provide quantity of units indicated on
plans), 20A Receptacle Switchpack SPRC-R-20-120. At exterior offices with more than 24sq.ft. and
more than 120W lighting load, provide DSRC-FMOIR + DSCM-MT photo-sensor mounting bracket.
C. Open area - Provide Greengate Controls: Room Controller RC3DE (120-277V), Five button Wall
Station (Half Lights, Full Lights, Raise, Lower All Off) RC5-TSB-OS2-W, Ceiling Mount Microset Dual
Tech OAC-DT-2000 + OCC-RJ45 (provide quantity of units indicated on plans), 20A Receptacle
Switchpack SPRC-R-20-120. Primary and secondary daylight zones shall be controlled via
photosensor. Provide DSRC-FMOIR + DSCM-MT photosensor mounting bracket.
D. Switches - specification grade 120V/277V
Leviton Decora 5691W - one way.
Leviton Decora 5693W - three way.
Power Devices
A. Provide receptacles as follows:
- 120V / 15 Amps. Leviton # 16252-W
- 120V / 20 Amps. Leviton # 16352-W
- 120V/ 20 Amps. Isolated ground type Leviton # 16362-IG-W
- 120V/ 20 Amps. G.F.C.I. Leviton # 8899W
B. Poke-thru devices as follows:
- (1) Duplex + (2) tel./data Wiremold RC-3
- (1) Duplex + (4) tel./data Wiremold RC-7
- (1) Quad + (4) tel./data Wiremold RC4 series
- Surface mounted duplex Wiremold 525 Series
- Flush mounted power feed Wiremold RC9AM2TC
- Flush mounted tel./data feed Wiremold RC9AM2TC
- Surface mounted power feed Wiremold RC9AFFGY
- Surface mounted tel./data feed Wiremold RC9AFFGY
Notes: Provide conduit connector at the adapter assembly plates in order to maintain fire
classification.
All floor devices must meet "scrub water test". Coordinate color/finish with architect prior to
ordering.
Confirm in field exact device color to match existing building standard prior to ordering
2019 TITLE 24 additional requirements:
Provide plenum rated RJ45 from room controller to all Greengate devices.
Provide 1/2"C., 2#10 from room controller to each lighting zone indicated on plans.
Provide 1/2"C.O. from all wallstations to 6" above accessible ceiling space.
Provide sensor controlled receptacle within 6'-0" of all newly installed receptacles. Provide
NEC required permanent marked devices when controlled via occupancy sensors: Half
controlled duplex Legrand 26352CHW (remove midpoint wiring connector), full controlled
receptacle Legrand 26352CDW
PROVIDE ALTERNATE FOR 2019 TITLE 24 CONTROLS BY WATTSTOPPER.
FIXTURE SCHEDULE NOTES
F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-1 Electrical Cover Sheet.dwg, 3/15/2023 11:22:05 AM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
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F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-2 Electrical Specifications Part 1 of 2.dwg, 3/15/2023 11:22:20 AM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
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F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-3 Electrical Specifications Part 2 of 2.dwg, 3/15/2023 11:22:35 AM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
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E-4.1
F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-4 Title 24 Energy Calculations.dwg, 3/15/2023 11:20:30 AM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
C:
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E-4.2
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F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-4 Title 24 Energy Calculations.dwg, 3/15/2023 5:27:01 PM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
J J J J
J
J
J
J
J
J
J
JJ
J
J
J
J
J
CONSULT
147
CONSULT
148
CONSULT
149
WAITING
100
RECEPTION
101
COPY/PRINT
103
UNISEX RR
146
UNISEX RR
145
UNISEX RR
100A
PANTRY
144A
STAFF BREAK
144
PHONE
143
OFFICE
104
OFFICE
105
CONFERENCE
106
OFFICE
107
OFFICE
108
OFFICE
117
OFFICE
118
OFFICE
119
OFFICE
120
OFFICE
115
STORAGE
109
IT/SERVER
110
OFFICE
114
OFFICE
113
OFFICE
142
OFFICE
141
OFFICE
140
OFFICE
139
OFFICE
138
OFFICE
137
OFFICE
136
OFFICE
157
CONSULT
151
STORAGE
150A
OFFICE
152
OFFICE
156
OFFICE
155
TELEHEALTH
154
TELEHEALTH
153
OFFICE
112
STORAGE
111
OFFICE
131
OFFICE
130
OFFICE
129
OFFICE
128
OFFICE
127
OFFICE
126
OFFICE
125
OFFICE
123
TRAINING
116
OFFICE
124
OFFICE
121
OFFICE
122
OPEN OFFICE
150
OFFICE
135
OFFICE
134
OFFICE
132
OFFICE
133
CHECK OUT
102
EM
E
R
G
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N
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E-5.1EMERGENCY FOOTCANDLE CALCULATIONS N
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1
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
100A 7.2 fc 10.6 fc 2.2 fc 4.8:1 3.3:1
116 2.8 fc 5.0 fc 1.1 fc 4.5:1 2.5:1
141 3.4 fc 5.4 fc 1.3 fc 4.2:1 2.6:1
144 5.5 fc 10.2 fc 1.6 fc 6.4:1 3.4:1
145 7.4 fc 10.9 fc 2.4 fc 4.5:1 3.1:1
146 7.0 fc 10.0 fc 3.6 fc 2.8:1 1.9:1
150 3.8 fc 9.4 fc 1.2 fc 7.8:1 3.2:1
Corridor 4.2 fc 12.8 fc 1.1 fc 11.6:1 3.8:1
Schedule
Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number
Lamps Filename Lumens Per
Lamp Light Loss Factor Wattage
F1
25 Lithonia Lighting 2BLT2 40L ADP LP835 BLT 2X2, 4000 Nominal Lumens,
Curved Linear Prismatic lens, 3500K
CCT
1 2BLT2_40L_ADP_LP83
5.ies
4040.879 0.28 31.1
F2
2 Lithonia Lighting 2BLT4 40L ADP LP835 BLT 2X4, 4000 Nominal Lumens,
Curved Linear Prismatic lens, 3500K
CCT
1 2BLT4_40L_ADP_LP83
5.ies
3999.88 0.28 30.99
F4
6 CSL Lighting LPF-35 1 2570 0.28 35
F5
5 Wac Lighting OLS-DI-LED-2-S-4'-D500L-U1000L
2C-DIM10-MVOLT-35K-SI-OCGS
1 4470 0.48 50.8
4.7
5.0
4.6
5.6
5.8
5.2
5.8
6.1
5.5
5.6
5.9
5.3
4.8
5.1
4.7
3.9
4.1
4.0
3.4
3.6
3.4
1.6
1.9
2.5
3.3
4.2
4.8
4.8
4.2
3.3
2.5
2.0
2.2
2.1
2.0
1.9
1.2
1.5
1.7
1.1
2.9
3.0
2.9
1.7
2.1
2.8
3.8
4.8
5.5
5.5
4.7
3.7
2.7
2.0
2.0
2.6
2.5
2.4
1.4
1.8
2.2
2.1
2.7
2.7
2.7
2.0
2.1
2.7
3.6
4.5
5.2
5.2
4.5
3.5
2.6
1.9
1.5
3.1
3.3
3.1
1.3
2.3
3.0
3.5
3.7
3.2
2.6
2.1
1.7
1.6
2.0
2.7
2.6
2.4
3.0
3.5
3.9
4.0
4.0
4.6
4.6
4.0
3.2
2.4
1.8
1.5
2.3
2.9
2.9
2.7
3.3
4.2
4.9
4.8
4.6
5.2
5.1
4.4
3.3
2.4
1.8
1.4
1.8
3.5
3.5
3.2
3.3
4.6
5.4
5.3
4.6
5.2
5.1
4.1
3.0
2.3
1.7
1.3
1.1
4.4
4.4
3.8
4.4
5.3
5.2
4.1
4.6
4.6
5.1
5.3
3.9
4.6
4.5
5.6
5.8
4.9
3.2
3.7
3.7
8.1
9.0
8.5
6.3
3.5
2.1
3.4
6.1
8.4
9.5
10.8
11.0
10.4
9.3
5.5
5.6
4.7
2.6
3.0
2.9
9.0
8.3
8.7
7.4
4.2
2.8
4.0
7.0
8.8
9.1
12.1
11.0
9.0
4.7
4.8
4.1
2.3
2.5
2.5
8.3
8.9
8.7
6.9
4.6
3.4
4.4
6.6
8.5
9.5
11.0
11.3
10.6
9.3
3.8
3.9
3.4
2.1
2.3
2.3
6.2
7.2
7.1
6.5
5.7
5.2
5.6
6.3
6.8
7.1
7.6
7.8
7.8
7.4
3.1
3.2
2.9
2.2
2.3
2.3
5.0
6.1
6.9
7.3
7.7
7.9
7.4
6.3
5.0
4.1
4.1
5.0
5.9
6.0
2.7
2.7
2.5
2.5
2.7
2.6
5.7
7.2
8.5
9.5
9.9
8.5
8.6
6.7
4.0
2.5
3.1
4.9
6.6
7.0
2.5
2.5
2.4
2.9
3.3
3.2
8.0
9.2
10.7
11.5
11.1
8.8
8.7
6.6
3.8
2.5
4.0
6.7
8.7
9.0
2.6
2.6
2.5
3.6
4.1
4.1
9.0
8.5
10.2
11.2
10.3
8.9
7.4
5.3
3.0
2.6
4.6
7.8
8.8
8.6
2.9
2.9
2.8
4.3
5.1
5.0
8.3
9.0
9.2
8.6
4.1
7.0
8.9
9.1
3.4
3.5
3.3
4.6
5.6
5.5
6.1
7.1
6.6
5.1
6.8
7.2
4.3
4.4
3.9
4.5
5.4
5.4
3.4
3.9
4.4
3.2
2.9
2.7
2.6
4.5
4.4
4.1
5.1
5.3
4.6
4.0
4.7
4.6
2.6
3.6
4.6
5.2
5.2
4.3
3.7
3.2
3.0
3.2
3.7
4.8
5.4
5.3
4.7
5.5
5.7
4.9
3.3
3.8
3.7
2.8
3.8
4.8
5.6
5.5
4.8
4.0
3.4
3.2
3.4
4.1
5.0
5.8
5.7
5.0
5.3
5.4
4.4
3.3
2.7
3.0
3.0
2.8
3.7
4.7
5.3
5.3
4.7
3.9
3.4
3.2
3.5
4.1
4.9
5.6
5.5
4.9
4.5
4.6
4.1
3.3
2.3
2.5
2.5
2.7
3.4
4.1
4.6
4.6
4.2
3.6
3.2
3.0
3.2
3.7
4.5
5.3
5.3
4.5
3.8
5.2
2.1
2.3
2.3
1.4
1.6
4.2
4.6
4.7
5.0
4.2
5.2
6.0
5.9
5.1
5.8
4.8
2.3
1.5
2.2
2.3
2.3
1.6
2.5
3.7
4.0
4.3
4.3
5.1
5.5
5.9
5.9
5.5
5.4
4.3
3.1
1.5
2.4
2.6
2.6
1.9
2.9
3.4
3.7
3.9
4.6
3.9
3.2
1.5
2.9
3.2
3.2
2.3
3.1
3.2
3.2
3.1
2.5
3.3
3.2
3.6
4.1
4.1
2.6
3.2
3.6
3.6
3.4
2.8
2.9
2.9
4.2
5.0
5.0
3.0
3.8
4.3
4.4
4.1
3.4
3.5
3.2
4.6
5.5
5.5
1.6
4.3
5.3
5.3
4.7
4.2
4.3
3.8
4.5
5.4
5.3
5.9
5.9
5.1
5.1
5.2
4.5
3.9
4.6
4.5
5.9
5.8
5.0
5.5
5.6
4.8
3.2
3.6
3.5
5.3
5.2
4.6
5.3
5.4
4.6
2.6
2.8
2.7
4.6
4.6
4.0
2.2
2.2
2.0
3.7
3.7
3.3
2.1
2.0
1.7
3.0
3.0
2.7
2.3
2.3
1.7
2.5
2.6
2.3
2.6
3.0
2.4
2.3
2.4
1.7
2.7
3.5
4.3
2.4
2.4
1.4
2.9
3.8
4.8
5.4
5.3
4.6
3.6
2.7
2.0
1.5
1.1
2.8
2.9
2.4
2.8
3.7
4.7
5.3
5.2
4.5
3.6
2.7
2.0
1.5
1.1
3.4
3.5
3.0
2.7
3.4
4.0
4.3
4.4
3.8
2.5
3.0
2.9
5.1
5.3
4.5
2.4
2.6
2.0
5.5
5.7
4.8
2.4
2.4
2.0
5.3
5.5
4.7
2.5
2.6
2.4
5.3
5.4
4.2
3.0
3.2
3.1
4.0
5.0
5.7
5.7
5.0
4.1
3.2
2.7
2.6
4.9
5.2
5.3
4.1
5.0
5.7
5.7
5.0
4.0
3.2
2.7
2.4
2.4
2.7
3.2
3.9
4.2
4.1
4.0
5.0
5.7
5.6
5.0
4.0
3.2
2.7
3.6
4.1
4.3
4.7
5.1
5.0
5.7
5.6
4.9
4.0
3.2
2.7
2.5
2.5
2.9
3.6
4.5
5.2
5.0
2.5
3.1
3.9
5.1
5.7
5.5
2.8
3.7
5.0
5.5
5.4
3.9
4.5
4.8
4.6
3.4
3.6
3.9
3.9
3.6
3.6
3.5
3.3
4.5
4.3
3.8
3.3
2.4
2.5
2.5
5.3
5.4
4.9
4.0
3.0
3.3
3.1
5.1
5.8
5.8
5.0
3.7
4.2
4.0
4.2
5.0
5.6
5.4
4.4
5.1
4.9
3.6
3.9
4.3
4.7
4.8
5.6
5.4
3.4
3.8
3.3
3.4
4.7
5.3
5.2
3.4
3.9
4.1
2.5
4.1
4.6
4.4
3.4
4.1
4.6
4.7
3.4
3.7
3.6
3.1
3.9
4.8
5.5
4.9
2.8
3.0
2.9
2.7
3.3
4.1
5.1
5.6
5.4
4.6
2.4
2.5
2.5
2.8
2.8
3.0
2.6
4.6
5.2
5.3
4.6
3.5
2.3
2.4
2.3
3.2
2.8
2.3
1.8
4.3
4.5
4.0
3.2
2.4
2.4
2.5
2.4
4.2
3.8
3.1
2.4
3.3
3.2
2.6
2.1
1.7
2.6
2.8
2.7
5.1
5.2
4.5
3.5
2.4
2.1
1.8
3.1
3.4
3.3
4.8
5.7
5.7
4.8
1.7
3.8
4.3
4.1
3.7
4.9
5.6
5.4
4.5
5.1
5.0
2.7
3.8
4.4
4.7
4.8
5.5
5.4
2.5
3.1
3.4
3.6
4.6
5.3
5.2
3.5
1.8
2.1
2.1
2.2
2.3
2.3
2.4
2.6
2.7
3.5
4.3
4.9
4.9
4.2
3.8
3.2
3.0
2.9
4.0
4.5
4.4
3.8
2.9
2.1
2.8
2.8
2.8
2.8
2.8
2.3
2.9
3.8
4.8
5.5
5.6
4.9
4.0
3.2
2.7
3.3
3.6
3.5
3.1
2.7
2.2
3.5
3.6
3.6
3.4
2.1
2.2
2.8
3.7
4.6
5.3
5.3
4.6
3.8
3.0
4.4
4.2
3.7
4.8
4.9
4.4
5.3
5.3
4.6
5.1
5.2
4.4
4.4
4.4
3.9
3.5
3.5
3.1
2.7
2.7
2.5
2.1
2.2
1.9 1.4
12.8
3.1
3.3
3.3
2.9
2.5
2.1
1.8
1.6
1.4
1.3
1.2
1.1
3.9
4.3
4.2
3.7
3.0
2.5
2.0
1.8
1.6
1.4
1.3
1.2
4.4
4.9
4.8
4.2
3.4
2.7
2.3
2.0
1.8
1.7
1.5
1.4
4.4
4.9
4.3
3.5
2.9
2.5
2.2
2.1
2.0
1.9
1.7
4.0
4.4
4.4
3.9
3.3
2.9
2.6
2.6
2.6
2.6
2.5
2.3
2.0
3.2
3.6
3.6
3.3
3.0
2.8
2.8
3.0
3.2
3.3
3.2
2.9
2.5
2.1
2.5
2.7
2.8
2.7
2.6
2.7
2.9
3.4
3.9
4.2
4.1
3.6
2.9
2.4
1.9
2.0
2.1
2.2
2.2
2.3
2.6
3.0
3.7
4.4
4.8
4.7
4.1
3.3
2.6
2.1
1.6
1.7
1.8
1.9
2.1
2.4
2.9
3.6
4.4
4.9
4.8
4.1
3.3
2.6
1.4
1.4
1.5
1.7
1.9
2.2
2.6
3.2
3.9
4.3
4.2
3.7
3.1
1.3
1.3
1.4
1.5
1.7
1.9
2.3
2.7
3.1
3.4
3.4
3.1
5.0
1.6
1.9
2.2
2.5
2.7
2.8
2.8
2.7
2.5
2.2
1.8
1.9
2.3
2.8
3.3
3.6
3.8
3.8
3.7
3.3
2.9
2.1
2.1
2.7
3.5
4.5
5.0
5.1
5.2
5.1
4.5
3.9
2.9
2.4
3.2
4.4
5.9
6.7
6.7
7.0
6.8
5.9
5.3
4.5
2.5
3.5
5.1
7.0
8.1
8.1
8.5
8.3
7.2
6.8
6.9
7.9
7.7
7.6
2.5
3.5
5.2
7.2
8.4
8.3
8.9
8.7
7.9
8.0
8.8
9.1
9.1
9.2
2.3
3.2
4.7
6.4
7.4
7.4
7.9
8.0
7.6
8.4
9.8
10.0
10.0
1.9
2.3
4.1
5.1
5.7
5.9
6.0
5.9
5.6
5.2
9.6
9.8
9.7
9.9
3.3
3.9
4.2
4.3
4.4
4.0
3.4
2.6
7.8
8.0
8.3
8.510.2
1.7
2.2
2.9
3.7
4.7
5.1
5.1
5.0
4.6
3.6
2.8
1.8
2.3
3.2
4.5
6.0
6.7
6.5
6.6
5.9
4.4
3.1
1.8
2.4
3.4
5.0
6.9
7.8
7.5
7.6
6.7
4.8
3.3
1.7
2.3
3.3
4.9
6.7
7.6
7.3
7.5
6.6
4.7
3.1
2.1
1.6
1.7
2.2
3.0
4.2
5.7
6.3
6.1
6.2
5.5
4.1
2.8
2.0
1.6
1.5
1.9
2.6
3.4
4.2
4.6
4.5
4.5
4.2
3.3
2.5
1.9
1.5
1.4
1.7
2.1
2.6
3.1
3.3
3.3
3.2
3.0
2.5
2.1
1.7
1.4
1.3
1.5
1.8
2.0
2.3
2.5
2.5
2.4
2.3
2.0
1.8
1.5
1.3
1.2
1.4
1.5
1.7
1.9
2.0
2.0
2.0
1.9
1.7
1.5
1.4
1.3
1.2
1.3
1.4
1.5
1.7
1.8
1.8
1.7
1.7
1.6
1.5
1.3
1.2
1.2
1.3
1.4
1.5
1.6
1.7
1.7
1.7
1.7
1.6
1.5
1.4
1.2
1.2
1.3
1.5
1.6
1.7
1.8
1.9
1.9
1.8
1.7
1.6
1.4
1.3
1.3
1.4
1.6
1.9
2.0
2.2
2.2
2.2
2.1
1.9
1.7
1.6
1.4
1.3
1.6
1.9
2.2
2.6
2.8
2.8
2.8
2.6
2.4
2.0
1.8
1.5
1.5
1.8
2.3
2.9
3.5
3.8
3.9
3.8
3.5
3.0
2.5
2.1
1.7
1.6
2.1
2.8
3.8
4.8
5.3
5.3
5.3
4.9
4.0
3.1
2.4
2.0
1.6
2.2
3.2
4.6
6.3
7.0
7.0
7.1
6.5
5.0
3.7
2.9
2.3
3.5
5.2
7.3
8.4
8.3
8.5
7.7
5.9
4.4
3.4
2.7
3.6
5.2
7.2
8.2
8.4
8.8
8.2
6.5
5.0
4.1
3.3
3.4
4.6
6.1
6.8
7.1
8.3
8.1
6.9
5.9
5.1
4.2
3.0
3.8
4.7
5.1
5.1
6.1
8.1
7.7
7.0
6.5
6.0
8.3
8.7
8.2
8.2
7.5
7.8
9.2
9.3
8.4
7.7
8.8
8.9
9.1
8.3
6.7
7.4
7.6
7.8
7.2
5.3
5.8
5.9
6.0
5.7
4.1
4.4
4.5
4.6
4.4
9.4
F1 @ 9.5' F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5' F1 @ 9.5' F1 @ 9.5' F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5' F1 @ 9.5' F1 @ 9.5'
F1 @ 9.5' F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F1 @ 9.5'
F2 @ 9.5'
F2 @ 9.5'
F5 @ 8'
F5 @ 8'
F5 @ 8'F5 @ 8'
F5 @ 8'
F4 @ 8'
F4 @ 8'F4 @ 8'
F4 @ 8'
F4 @ 8'
F4 @ 8'
F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-5.1 Emergency Footcandle Calculations.dwg, 3/15/2023 11:22:51 AM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
J J J J
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CONSULT
147
CONSULT
148
CONSULT
149
WAITING
100
RECEPTION
101
COPY/PRINT
103
UNISEX RR
146
UNISEX RR
145
UNISEX RR
100A
PANTRY
144A
STAFF BREAK
144
PHONE
143
OFFICE
104
OFFICE
105
CONFERENCE
106
OFFICE
107
OFFICE
108
OFFICE
117
OFFICE
118
OFFICE
119
OFFICE
120
OFFICE
115
STORAGE
109
IT/SERVER
110
OFFICE
114
OFFICE
113
OFFICE
142
OFFICE
141
OFFICE
140
OFFICE
139
OFFICE
138
OFFICE
137
OFFICE
136
OFFICE
157
CONSULT
151
STORAGE
150A
OFFICE
152
OFFICE
156
OFFICE
155
TELEHEALTH
154
TELEHEALTH
153
OFFICE
112
STORAGE
111
OFFICE
131
OFFICE
130
OFFICE
129
OFFICE
128
OFFICE
127
OFFICE
126
OFFICE
125
OFFICE
123
TRAINING
116
OFFICE
124
OFFICE
121
OFFICE
122
OPEN OFFICE
150
OFFICE
135
OFFICE
134
OFFICE
132
OFFICE
133
CHECK OUT
102
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A
A
N
A
C
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9
2
7
0
5
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
1
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0
9
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2
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2
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JOB NO.:
DRAWN BY.:
PA/PM:
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I
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S
LIGHTING PLAN NOTES
TESTING & ADJUSTING OF CONTROLS
·
·
·
·
1
Label Manufacturer Catalog Number Description Lamp WattageSymbol Fixture Type
F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-5 Electrical Lighting Plan.dwg, 3/15/2023 4:53:30 PM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
R
J J J J
J
J
J
J
J
J
J
JJ
J
J
J
J
N
N
N
N
NN
N N N N
N
N
N
N
N
N
N
N
N
N
N N
N N
N N
N N
N N
N N
NN
N
GF
I
(
N
)
TVN N N
CR
CR
CR
CR
F.E.C.
F.
E
.
C
.
F.E.C.
CR
CR
TVN N N
F.E.C.
J
TV
N
N
N
GFI (N)
CONSULT
147
CONSULT
148
CONSULT
149
WAITING
100
RECEPTION
101
COPY/PRINT
103
UNISEX RR
146
UNISEX RR
145
UNISEX RR
100A
PANTRY
144A
STAFF BREAK
144
PHONE
143
OFFICE
104
OFFICE
105
CONFERENCE
106
OFFICE
107
OFFICE
108
OFFICE
117
OFFICE
118
OFFICE
119
OFFICE
120
OFFICE
115
STORAGE
109
IT/SERVER
110
OFFICE
114
OFFICE
113
OFFICE
142
OFFICE
141
OFFICE
140
OFFICE
139
OFFICE
138
OFFICE
137
OFFICE
136
OFFICE
157
CONSULT
151
STORAGE
150A
OFFICE
152
OFFICE
156
OFFICE
155
TELEHEALTH
154
TELEHEALTH
153
OFFICE
112
STORAGE
111
OFFICE
131
OFFICE
130
OFFICE
129
OFFICE
128
OFFICE
127
OFFICE
126
OFFICE
125
OFFICE
123
TRAINING
116
OFFICE
124
OFFICE
121
OFFICE
122
OPEN OFFICE
150
OFFICE
135
OFFICE
134
OFFICE
132
OFFICE
133
CHECK OUT
102
+60"
(X2)
+60"
(X2)
+60"
EL
E
C
T
R
I
C
A
L
P
O
W
E
R
P
L
A
N
E-6ELECTRICAL POWER PLAN N
C:
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SDG22-6057-00
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A
N
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A
N
A
25
0
0
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A
V
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SA
N
T
A
A
N
A
C
A
9
2
7
0
5
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
1
2
/
0
9
/
2
0
2
2
3:
3
6
:
0
5
P
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JOB NO.:
DRAWN BY.:
PA/PM:
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2
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-
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2
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0
3
PL
A
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I
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N
S
·
·
·
·
1
POWER PLAN NOTES
SINGLE LINE DIAGRAM
SCALE: 1/8" = 1'-0"
N.I.C.
N.I.C.
N.I.C.
N.I.C.N.I.C.
F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-6 Electrical Power Plan.dwg, 3/15/2023 5:32:02 PM
Circuit corrected to A-27
M. Smith (19)
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
C:
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CO
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25
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A
A
N
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C
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9
2
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0
5
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
1
2
/
0
9
/
2
0
2
2
3:
3
6
:
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JOB NO.:
DRAWN BY.:
PA/PM:
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I
O
N
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SCALE:
"RC3" ROOM CONTROLLER WITH WALL STATION CONTROL
NONE3B
SCALE:
"RC3" ROOM CONTROLLER WITH WALL SENSOR CONTROL
NONE3A
SCALE:
"RC2" ROOM CONTROLLER WITH WALL STATION CONTROL
NONE 2B
SCALE:
"RC2" ROOM CONTROLLER WITH WALL SENSOR CONTROL
NONE 2A
SCALE:
"RC1" ROOM CONTROLLER WITH WALL STATION CONTROL
NONE1B
INPUT MODULE LMIO-101 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 10,000 sqft.
SCALE:
"RC1" ROOM CONTROLLER WITH WALL SENSOR CONTROL
NONE1A
SCALE:
"EL" ELCU 200 TYPICAL WIRING DIAGRAM
NONE 1C
INPUT MODULE LMIO-101 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 10,000 sqft.
INPUT MODULE LMIO-101 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 10,000 sqft.
INPUT MODULE LMIO-101 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 10,000 sqft.
INPUT MODULE LMIO-101 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 10,000 sqft.
INPUT MODULE LMIO-101 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 10,000 sqft.
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
TY
P
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E-7
F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-7 Lighting Control Details.dwg, 3/15/2023 11:23:05 AM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
C:
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5
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
1
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3 TYPICAL TEL. BOARD GROUNDING BAR INSTALLATION
DO NOT
DISCONNECT
3
-
PANELS NAMEPLATE2
DIST. PANEL CRPP1A1
DIST. PANEL CRPP1A1
PURPLE
ORANGE
NOT PAINTED
RED
YELLOW
BLUE & WHITE
GREEN & BLUE
ORANGE & WHITE
NOT PAINTED
PVC-NOT PAINTED
GENERAL NOTES:
COLOR
J-BOX PAINT
GROUND CONDUITS
480V NORMAL
208/120V NORMAL
SECURITY
TELECOM
FIRE ALARM
BMS CONTROLS
208/120V UPS
480/277V UPS
277V NORMAL (LTG.)
SERVICE
GREEN WHITE GREEN
BLUE
BLUE & WHITE
ORANGE & WHITE
GREEN & BLUE
YELLOW
RED
WHITE
ORANGE
CONDUIT TAPE
COLOR LEGEND
COLOR
PURPLE
BLUEWHITE
BLACK
BLACK
WHITE
WHITE
WHITE
WHITE
WHITE
YELLOW
BLACK
RED
WHITE
BLUE
ORANGE
ORANGE
NAMEPLATE COLOR
WHITE DARK PURPLE
PANEL CRPP1A1
BRPP1A1-22,24,26
1 RACEWAY AND NAMEPLATE IDENTIFICATION
TELEPHONE/DATA OUTLETS 4 TYPICAL FIRESTOP PENETRATION DETAILS5
F:\Projects\Santa Ana\Red Hill Ave\2500 Red Hill Ave\01\Suite 100 ( Cortica )\2500 Red Hill Ave., Cortica E-8 Electrical Details.dwg, 3/15/2023 11:23:18 AM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
N
NOT TO SCALE
5
55
PROJECT SITE
RED HILL AVE
BARRA
N
CA PKWY
261
405
C
1
PL
1
P
1
X
ALIGN
ROOM NAME
DOOR NUMBER
ROOM NUMBER
DETAIL REFERENCE
SHEET NUMBER
SHEET NUMBER
DETAIL SECTION
REFERENCE
0000
OFFICE
X
XX
X
XX
101
SHEET NUMBER
SECTION REFERENCE
KEYNOTE INDICATOR
X
XX
XX-#
REVISION CLOUD &
DELTA NUMBER
EQUIPMENT TAG
SHEET NUMBER
INTERIOR ELEVATION
REFERENCE
SHEET NUMBER
EXT. ELEVATION
REFERENCE
FLOOR MATERIAL TYPE
FLOOR NOTE
WALL MATERIAL TYPE
WALL NOTE
MISC. MATERIAL TYPE
TYPE NUMBER
EXISTING DOOR
WALL TAGX
XX
A
B
C
D
X
XX
XXX
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C
A
9
2
7
0
5
ARCHITECT
LOCATION MAP
(For Tenant Improvement Permit Only)
SHEET INDEX
ISSUANCE
12
/
2
0
/
2
0
2
2
SHEET ISSUED ON DATE INDICATED, WITH MODIFICATIONS
SHEET ISSUED ON DATE INDICATED, NO MODIFICATIONS
ELECTRICAL
E-1 ELECTRICAL COVER SHEET
E-2 ELECTRICAL SPECIFICATIONS PART 1 OF 2
E-3 ELECTRICAL SPECIFICATIONS PART 2 OF 2
E-4.1 TITLE 24 ENERGY CALCULATIONS
E-4.2 TITLE 24 ENERGY CALCULATIONS
E-5 ELECTRICAL LIGHTING PLAN
E-5.1 EMERGENCY FOOTCANDLE CALCULATIONS
E-6 ELECTRICAL POWER PLAN
E-7 TYPICAL LIGHTING CONTROL DIAGRAMS
E-8 ELECTRICAL DETAILS
ELECTRICAL SHEET COUNT: 10
MECHANICAL
M-1 MECHANICAL NOTESHEET
M-1.1 MECHANICAL NOTESHEET
M-1.2 T-24
M-2 MECHANICAL PLANS, NOTES & SCHEDULES
MECHANICAL SHEET COUNT: 4
PLUMBING
P-1.0 PLUMBING NOTES, DETAILS, SPECS, & SCHED.
P-2.0 PLUMBING PLANS
PLUMBING SHEET COUNT: 2
ARCHITECTURAL
I0.1 TITLE SHEET
I0.2 GENERAL NOTES
I0.3 ACCESSIBILITY DETAILS
I0.4 SITE PLAN (For Reference Only)
I0.5 OCCUPANCY AND EGRESS PLAN
I0.6a CAL GREEN NOTES
I0.6b CAL GREEN NOTES
I1.1 DEMOLITION FLOOR PLAN
I1.1a DEMOLITION CEILING PLAN
I2.1 FLOOR PLAN
I3.1 POWER & SIGNAL PLAN
I4.1 REFLECTED CEILING PLAN
I5.1 FINISH PLAN
I6.1 ENLARGED RESTROOM PLAN AND ELEVATIONS
I6.2 ENLARGED FLOOR PLAN AND ELEVATIONS
I6.3 MILLWORK & GLAZING ELEVATIONS
I7.1 DOOR SCHEDULE AND DETAILS
I8.1 DETAILS
I8.2 DETAILS
I8.3 DETAILS
ARCHITECTURAL SHEET COUNT: 20
CORTICA SANTA ANA
SUITES 100 & 110
2500 RED HILL AVENUE
SANTA ANA, CA 92705
PROJECT DESCRIPTION & SCOPE
PROJECT DIRECTORY
BUILDING OWNER
TENANT
DEFERRED SUBMITTALS
GENERAL CONTRACTOR
BUILDING & CODE INFORMATION
PROJECT DESCRIPTION:THE SCOPE OF THIS PROJECT IS AN INTERIOR TENANT IMPROVEMENT PROJECT TO AN EXISTING OFFICE SUITE. SCOPE
OF WORK TO INCLUDE NEW NON-LOAD BEARING / NON-RATED PARTITIONS, CEILINGS, AND FLOOR / WALL FINISHES, AND
ASSOCIATED MECHANICAL, ELECTRICAL, AND PLUMBING. NEW DEMISING PARTITION TO CREATE SUITE 110.
NO CHANGE IN USE.
OCC. CLASSIFICATION:B - BUSINESS
CHANGE IN USE: YES NO
DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND
ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING
DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE
WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS
AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER.
CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL
MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL.
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE
BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL.
1. AUTOMATIC FIRE SPRINKLER SYSTEM.
2. FIRE ALARM SYSTEM.
OFFICE (B) 13,407 S.F.
TOTAL 13,407 S.F.SCOPE AREA(S):
BUILDING DEPARTMENT:
APPLICABLE BUILDING
CODES:
CITY OF SANTA ANA
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS)
2022 STATE OF CALIFORNIA ENERGY CODE
2022 STATE OF CALIFORNIA GREEN BUILDING CODE
2022 STATE OF CALIFORNIA TITLE 24 ACCESSIBILITY STANDARDS
BUILDING TYPE:V-B
NUMBER OF STORIES:
YEAR BUILT:
OCCUPANCY CLASS:
SEPARATIONS:
FIRE SPRINKLERS:
FIRE ALARM:
ACCESSOR'S PARCEL #:
LEGAL DESCRIPTION:
2
1985
B
CBC 602
CBC CHAPTER 3
CBC TABLE 508.4
430-221-18
P BK 236 PG 37 PAR 1
YES NO
YES NO
YES NO
BLOCK/LOT:9 / POR 105
CONTRACTOR'S CONSULTANTS (DESIGN-BUILD)
PRIMARY CONTACT:
PH:
EMAIL:
ALTERNATE CONTACT:
PH:
EMAIL:
COMPANY NAME
MECHANICAL & PLUMBING ENGINEER
ADDRESS LINE 1
ADDRESS LINE 2
CITY, STATE XXXXX
(XXX) XXX-XXXX
CONTACT
(XXX) XXX-XXXX
XXX@XXX.XXX
(XXX) XXX-XXXX
XXX@XXX.XXX
PRIMARY CONTACT:
PH:
EMAIL:
ALTERNATE CONTACT:
PH:
EMAIL:
COMPANY NAME
ELECTRICAL ENGINEER
ADDRESS LINE 1
ADDRESS LINE 2
CITY, STATE XXXXX
(XXX) XXX-XXXX
CONTACT
(XXX) XXX-XXXX
XXX@XXX.XXX
(XXX) XXX-XXXX
XXX@XXX.XXX
PRIMARY CONTACT:
PH:
EMAIL:
ALTERNATE CONTACT:
PH:
EMAIL:
MOONCREST PROPERTY COMPANY
MOONCREST PROPERTY COMPANY
PO BOX 719
CAMARILLO CA, 93011
BRIAN GIVEN
(805) 482-2761
BGIVEN@MOONCRESTPC.COM
-
-
-
PRIMARY CONTACT:
PH:
EMAIL:
ALTERNATE CONTACT:
PH:
EMAIL:
CORTICA
CORTICA
6160 CORNERSTONE COURT EAST
SUITE 100
SAN DIEGO, CA 92121
HEATHER MOOR
(540) 293-9609
hmoor@corticacare.com
LISA POGGE
(858) 216-8837
lpogge@corticacare.com
PRIMARY CONTACT:
PH:
EMAIL:
ALTERNATE CONTACT:
PH:
EMAIL:
COMPANY NAME
TBD
ADDRESS LINE 1
ADDRESS LINE 2
CITY, STATE XXXXX
(XXX) XXX-XXXX
CONTACT
(XXX) XXX-XXXX
XXX@XXX.XXX
CONTACT
(XXX) XXX-XXXX
XXX@XXX.XXX
P 858.638.7277
3911 SORRENTO VALLEY BLVD, #120
SAN DIEGO, CA 92121
PRIMARY CONTACT:
PH:
EMAIL:
ALTERNATE CONTACT:
PH:
EMAIL:
KARA BURGER
kburger@waremalcomb.com
(858) 638-7227 X1350
cbuendia@waremalcomb.com
CLARISSA BUENDIA
(858) 638-7227 X1343
G.C. INSTRUCTIONS
1. AT THE START OF JOB PROVIDE A SCHEDULE OF ALL ANTICIPATED SUBMITTALS AND DATES.
FLAG SUBMITTALS WHICH ARE OR COULD BE CRITICAL PATH. FLAG SUBMITTALS THAT WILL BE
REQUESTED TO BE EXPEDITED FASTER THAN THE STANDARD 7-10 DAYS.
2. A SUBMITTAL LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND A CURRENT COPY IS
TO BE INCLUDED WITH EACH SUBMISSION.
3. ALL SUBMITTALS MUST BE REVIEWED AND APPROVED WITH A STAMP AND SIGNATURE BY THE
GENERAL CONTRACTOR PRIOR TO SUBMISSION. THE REVIEW WILL INCLUDE BUT NOT BE LIMITED
TO:
3.1. CONFIRMING THAT THE SUBMITTAL MEETS THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS.
3.2. COORDINATION HAS TAKEN PLACE WITH ALL INTERCONNECTING TRADES
3.3. THE SUBMITTAL IS COMPLETE AND COMPREHENSIVE
3.4. REQUESTS ON SUBMITTALS FOR DIMENSIONS WHICH CAN BE DISCERNABLE THROUGH
MATHEMATICAL MEANS FROM INFORMATION ALREADY PROVIDED ON THE CONTRACT
DOCUMENTS WILL NOT BE PROVIDED.
3.5. SUBMITTALS SHALL BE IN ELECTRONIC FORMAT UNLESS PHYSICAL SAMPLES ARE
REQUESTED.
4. SUBMITTALS NOT REQUESTED BY THE CONTRACT DOCUMENTS MAY OR MAY NOT BE REVIEWED
AT THE DESIGN TEAM'S DISCRETION.
5. SUBMITTALS ARE TO BE ROUTED THROUGH THE ARCHITECT AND ARE NOT TO BE SENT DIRECTLY
TO ARCHITECT'S CONSULTANTS UNLESS SPECIFICALLY AUTHORIZED BY THE ARCHITECT.
6. MINOR CHANGES IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S REVIEW. IF A
CHANGE RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR SCHEDULE, THE
CONTRACTOR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW AND APPROVAL BY THE
OWNER AND ARCHITECT PRIOR TO PROCEEDING.
SUBMITTALS
1. THE GENERAL CONTRACTOR IS TO REVIEW ALL PROSPECTIVE RFI's AND MAKE EVERY EFFORT TO
ANSWER THEM BEFORE SUBMITTING TO THE DESIGN TEAM.
2. MINOR CHANGES IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S REVIEW. IF A
CHANGE RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR SCHEDULE, THE
CONTRACTOR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW AND APPROVAL BY THE
OWNER AND ARCHITECT PRIOR TO PROCEEDING.
3. AN RFI LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND A CURRENT COPY IS TO BE
INCLUDED WITH EACH RFI SUBMISSION ALONG WITH ANY CRITICAL RESPONSE DUE DATES.
4. RFI's REGARDING METHODS AND MEANS OF CONSTRUCTION WILL NOT BE REVIEWED AND WILL
BE REMOVED FROM THE RFI LOG.
REQUESTS FOR INFORMATION (RFI's)
1. A COMPLETE SCHEDULE OF VALUES OF THE BASE CONTRACT IS TO BE PROVIDED TO THE OWNER
AND ARCHITECT PRIOR TO THE START OF ANY WORK.
2. ALL CHANGE ORDER REQUESTS ARE TO BE REVIEWED AND APPROVED BY THE OWNER AND
ARCHITECT PRIOR TO SUBMISSION OF A CHANGE ORDER.
3. CHANGE ORDER REQUESTS ARE TO INCLUDE A COMPLETE BREAKDOWN BY TRADE ALONG WITH
TRADE BACK-UP AND UNIT PRICING WHERE APPLICABLE.
4. A CHANGE ORDER REQUEST AND CHANGE ORDER LOG IS TO BE MAINTAINED BY THE GENERAL
CONTRACTOR AND SUBMITTED ALONG WITH EACH CHANGE ORDER REQUEST.
CHANGE ORDERS
PRE-CONSTRUCTION NOTES
1. PRIOR TO START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING IS TO BE
HELD INCLUDING A RESPONSIBLE REPRESENTATIVE OF THE ARCHITECT, THE
OWNER AND THE GENERAL CONTRACTOR. THE DISCUSSION WILL BE IN REGARDS
TO THE ARCHITECT-OWNER-CONTRACTOR (AOC) CORRESPONDENCE PROCESSES
AND PROCEDURES. AT A MINIMUM, THE FOLLOWING IS TO BE DISCUSSED:
2. AOC REGULARLY SCHEDULED MEETINGS
2.1. WHEN
2.2. WHERE
2.3. HOW OFTEN
2.4. IN PERSON VERSUS CONFERENCE CALLS
2.5. APPROXIMATE ALLOTTED TIME PER MEETING
3. CONSTRUCTION MEETING MINUTES
3.1. FORMAT FOR THE MINUTES
3.2. CONTRACTOR TO AUTHOR THE MINUTES
4. FORMAL CHANGES IN THE WORK
4.1. ADDENDA AND BULLETINS ISSUED BY THE ARCHITECT
4.2. CHANGE ORDER REQUESTS ISSUED BY THE CONTRACTOR
4.3. CHANGE ORDERS ISSUED BY THE CONTRACTOR
4.4. TRACKING MECHANISMS
5. REQUESTS FOR INFORMATION PROCESS
5.1. TRACKING MECHANISM
5.2. DEFINE Cc: RECIPIENT LIST
5.3. STANDARD RESPONSE TIMES (2-5 WORKING DAYS IS STANDARD)
6. SUBMITTAL PROCESS
6.1. TRACKING MECHANISM
6.2. ISSUANCE SCHEDULE BY THE CONTRACTOR
6.3. DEFINE Cc RECIPIENT LIST
6.4. STAMPED REVIEWED AND APPROVED BY CONTRACTOR PRIOR TO
SUBMISSION
6.5. NON-REQUESTED SUBMITTALS MAY NOT BE REVIEWED
6.6. STANDARD RESPONSE TIMES (7-10 WORKING DAYS IS STANDARD)
7. SUBSTITUTIONS
7.1. REQUEST FORMS WITH REASONS AND BENEFIT FOR SUBSTITUTION
8. PAYMENT APPLICATIONS
8.1. PROCESS
8.2. SUBMITTAL DATE
8.3. ANTICIPATED TURN-AROUND
9. PUNCH LISTS
9.1. ONLY ONE PUNCH WALK TO BE PROVIDED BY DESIGN TEAM
9.2. CONTRACTOR TO PUNCH AND MAKE CORRECTIONS OR CREATE A MINIMAL LIST
OF CORRECTIONS PRIOR TO DESIGN TEAM PUNCH.
9.3. A FINAL WALK WILL OCCUR ONLY IF THE ARCHITECT IS CONTRACTED TO DO SO.
1. A COMPLETE CONSTRUCTION SCHEDULE OF ALL PORTIONS OF THE WORK TO BE PROVIDED TO
THE OWNER AND ARCHITECT PRIOR TO START OF ANY WORK.
2. THE SCHEDULE SHALL NOT EXCEED TIME LIMITS CURRENT UNDER THE CONTRACT DOCUMENTS.
3. THE SCHEDULE SHALL BE REVISED AT APPROPRIATE INTERVALS AS REQUIRED BY THE
CONDITIONS OF THE WORK AND PROJECT AND THE CONTRACTOR SHALL NOTIFY THE OWNER
AND ARCHITECT IF FOR ANY REASON THE SCHEDULE IS EXTENDED.
4. A THREE WEEK LOOK-AHEAD SHALL BE REVIEWED REGULARLY AT EACH AOC MEETING WHICH
WILL BE IN-LINE WITH THE OVERALL CONSTRUCTION SCHEDULE.
PROJECT SCHEDULE
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
SYMBOLS
ANGLE
CENTERLINE
# POUND or NUMBER
& AND
(E) EXISTING
@ AT
~ DIAMETER or ROUND
Ø DIAMETER
A.D. AREA DRAIN
ACOUS. ACOUSTICAL
ACT. ACOUSTICAL TILE
ADJ. ADJUST, ADJUSTABLE or
ADJACENT
AFF. ABOVE FINISH FLOOR
AGGR. AGGREGATE
AL. ALUMINUM
APPROX. APPROXIMATE(LY)
ARCH. ARCHITECTURAL
ASB. ASBESTOS
ASPH. ASPHALT
B.O.C. BOTTOM OF CONCRETE
B.O.D. BOTTOM OF DECK
B.O.M. BOTTOM OF MULLION
B.O.P. BOTTOM OF PANEL
B.O.R. BOTTOM OF REVEAL
B/S. BUILDING STANDARD
BD. BOARD
BITUM. BITUMINOUS
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BM. BEAM
BOT. BOTTOM
C.B. CATCH BASIN
C.G. CORNER GUARD
C.I. CAST IRON
C.O. CASED OPENING
C.O.M. CENTER OF MULLION
C.O.R. CENTER OF REVEAL
C.W. COLD WATER
CAB. CABINET
CEM. CEMENT(ITIOUS)
CER. CERAMIC
CFCI. CONT. FURNISHED / CONT.
INSTALLED
CFOI. CONT. FURNISHED /
OWNER. INSTALLED
CLG. CEILING
CLKG. CAULKING
CLO. CLOSET
CLR. CLEAR
CNTR. COUNTER
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
CONTR. CONTRACTOR
CORR. CORRIDOR
CPT. CARPET
CTR. CENTER
CTSK. COUNTER-SUNK
D. DEEP
D.F. DRINKING FOUNTAIN
D.O. DOOR OPENING
D.S. DOWNSPOUT
D.S.P. DRY STANDPIPE
DBL. DOUBLE
DEPT. DEPARTMENT
DET. DETAIL
DIA. DIAMETER
DIAG. DIAGNONAL
DIFF. DIFFUSER
DIM. DIMENSION
DISP. DISPENSER
DN. DOWN
DR. DOOR
DWG. DRAWING
DWR. DRAWER
E. EAST
E.J. EXPANSION JOINT
E.P. ELECTRIC PANELBOARD
E.W.C. ELECTRIC WATER COOLER
EA. EACH
EL. ELEVATION
ELEC. ELECTRIC(AL)
ELEV. ELEVATOR
EMER. EMERGENCY
ENCL. ENCLOSED or ENCLOSURE
EQ. EQUAL
EQPT. EQUIPMENT
EXP. EXPANSION
EXPO. EXPOSED
EXST. EXISTING
EXT. EXTERIOR
F.A. FIRE ALARM
F.B. FLAT BAR
F.D. FLOOR DRAIN
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER
CABINET
F.F.E. FINISH FACE ELEVATION
F.H.C. FIRE HOSE CABINET
F.O.C. FACE OF CONCRETE
F.O.CMU. FACE OF CONCRETE
MASONRY UNIT
F.O.F. FACE OF FINISH
F.O.IMP. FACE OF INSULATED
METAL PANEL
F.O.M. FACE OF MULLION
F.O.SH. FACE OF SHEATHING
F.P. FIREPROOF
F.S. FULL SIZE
FDN. FOUNDATION
FIN. FINISH(ED)
FL. FLOOR
FLASH. FLASHING
FLUOR. FLUORESCENT
FT. FOOT or FEET
FTG. FOOTING
FURR. FURRING
FUT. FUTURE
G.B. GRAB BAR
G.C. GENERAL CONTRACTOR
GA. GAUGE
GALV. GALVANIZED
GL. GLASS
GND. GROUND
GR. GRADE
GYP. GYPSUM
H.B. HOSE BIBB
H.C. HOLLOW CORE
H.M. HOLLOW METAL
HDWD. HARDWOOD
HDWE. HARDWARE
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
I.D. INSIDE DIMENSION
INSUL. INSULATION or INSULATED
INT. INTERIOR
JAN. JANITOR
JT. JOINT
ABBREVIATIONS
K.O. KNOCK-OUT
KIT. KITCHEN
LAB. LABORATORY
LAM. LAMINATE(D)
LAV. LAVATORY
LKR. LOCKER
LT. LIGHT
M.C. MEDICINE CABINET
M.O. MASONRY OPENING
MAX. MAXIMUM
MECH. MECHANICAL
MEMB. MEMBRANE
MET. METAL
MFR. MANUFACTURER
MH. MANHOLE
MIN. MINIMUM
MIR. MIRROR
MISC. MISCELLANEOUS
MTD. MOUNTED
MUL. MULLION
N. NORTH
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NO. NUMBER
NOM. NOMINAL
O.A. OVERALL
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OBS. OBSCURE
OFCI. OWNER FURNISHED /
CONT. INSTALLED
OFF. OFFICE
OFOI. OWNER FURNISHED /
OWNER INSTALLED
OPNG. OPENING
OPP. OPPOSITE
P.C. PRECAST
P.J. PANEL JOINT
P.LAM. PLASTIC LAMINATE
P.T.D. PAPER TOWEL DISPENSER
P.T.R. PAPER TOWER
RECEPTACLE
PL. PLATE
PLAS. PLASTER
PLYWD. PLYWOOD
PR. PAIR
PT. POINT
PTN. PARTITION
Q.T. QUARRY TILE
R. RISER
R.D. ROOF DRAIN
R.O. ROUGH OPENING
R.W.L. RAIN WATER LEADER
RAD. RADIUS
REF. REFERENCE
REFR. REFRIGERATOR
REINF. REINFORCE(D)
REQ. REQUIRED
RESIL. RESILIENT
RGTR. REGISTER
RM. ROOM
RWD. REDWOOD
S. SOUTH
S.C. SOLID CORE
S.C.D. SEAT COVER DISPENSER
S.D. SOAP DISPENSER
S.N.D. SANITARY NAPKIN
DISPENSER
S.N.R. SANITARY NAPKIN
RECEPTACLE
S.S. STAINLESS STEEL
S.SK. SERVICE SINK
SCHED. SCHEDULE
SECT. SECTION
SH. SHELF
SHR. SHOWER
SHT. SHEET
SIM. SIMILAR
SPEC. SPECIFIED or
SPECIFICATION
SQ. SQUARE
STA. STATION
STL. STEEL
STOR. STORAGE
STRL. STRUCTURE or
STRUCTURAL
SUSP. SUSPENDED
SYMM. SYMMETRICAL
T&G TONGUE AND GROOVE
T. TREAD
T.B. TOWEL BAR
T.C. TOP OF CURB
T.O.C. TOP OF CONCRETE
T.O.M. TOP OF MULLION
T.O.P. TOP OF PARAPET
T.O.R. TOP OF REVEAL
T.O.REC. TOP OF DEEP RECESS
T.O.W. TOP OF WALL
T.P. TOP OF PAVEMENT
T.P.D. TOILET PAPER DISPENSER
T.V. TELEVISION
TEL. TELEPHONE
TER. TERRAZZO
THK. THICK
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE
NOTED
UNF. UNFINISHED
UR. URINAL
VERT. VERTICAL
VEST. VESTIBULE
W. WEST
W.C. WATER CLOSET
W/ WITH
W/O WITHOUT
WD. WOOD
WP WATERPROOF
WSCT. WAINSCOT
WT. WEIGHT
Bldg permit #'s 101113828-29
Approved by A. So on 3/27/23
Planning approved on 4/3/23 by F.
Arias
PW approved on 4/13/23 by B. Sarlak
Police approved on 4/18/23 by B.
Martin
Elect permit #20178695 approved by
M.Smith on 3/24/23
Plumb permit #30145465 - No p/c
req'd
Mech permit#40137657 - No p/c req'd
Permits issued on 4/20/23
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
39
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CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
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K. BURGER
CB / JG
SDG22-6057-00
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5
MILLWORK NOTES
1. CONTRACTOR MUST NOTIFY BUILDING OWNER/MANAGER OF ANY DISCREPANCY IN PLANS.
FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST
STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED
FINISHES WITH BUILDING OWNER/MANAGER PRIOR TO ORDERING PRODUCTS.
2. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL PRIOR TO FABRICATION ANY
SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION.
3. MILLWORKER TO COORDINATE & VERIFY WITH CONTRACTOR FINAL LOCATION FOR
CANTILEVERED COUNTERS FOR IN-WALL SUPPORT BRACKETS, PRIOR TO GYPSUM BOARD
FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN-WALL SUPPORT BRACKETS
MUST MEET ALL APPLICABLE ACCESSIBILITY CODES AND STANDARDS WITH COUNTERTOP
MATERIAL THICKNESS INCLUDED.
4. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM THE ARCHITECT ON SHOP
DRAWING SUBMITTALS OR VIA RFIs.
5. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS & LOWER CABINETS
IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL OTHERS TO HAVE PLASTIC LAMINATE EDGE
BANDING U.O.N.
6. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, U.O.N. ON
DETAILS.
7. BASE CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS OR
ELEVATIONS.
8. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE/POLYESTER OR APPROVED
EQUAL, UNLESS OTHERWISE SPECIFIED.
9. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH EXTERIORS.
10. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT.
11. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED.
12. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR "FRONT TO BACK" FILING AND BE ABLE TO
ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX TYPE FILE FOLDERS, UNLESS NOTED AS
LATERAL.
13. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. WHERE NO BACKSPLASH
IS SPECIFIED, COUNTER TOPS TO BE SCRIBED TIGHTLY TO BACK & SIDE WALLS.
14. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE OF BASE,
UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST BE CAULKED
SEALED, VERIFY EITHER MATCHING COLOR CAULK OR CLEAR SILICONE.
15. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, ESPECIALLY FOR
SINKS U.O.N.
16. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE BANDING ON
ALL DOORS TO MATCH FACE MATERIAL.
17. IF PROVIDED, SEE SPECIFICATIONS/PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
18. COUNTERTOPS SHALL HAVE A NOSING OF COUNTERTOP MATERIAL AT LEAST 3" DEEP,
WHEREBY THE COUNTER MATERIAL EXTENDS INTO THE INSIDE OF THE CABINET, I.E. OVER THE
DOOR (WHEN PRESENT).
19. END PANELS AND FRONT EDGES OF EDGE PANELS WHICH ARE PROUD OF THE INTERIOR
CABINET SHALL BE FACED TO MATCH DOOR FRONTS.
20. ALL HINGED DOORS TO HAVE CLEAR SILENCERS TOP AND BOTTOM ON DOOR (NOT CABINET).
21. ALL DRAWERS GLIDES SHALL HAVE SILENCERS BUILT INTO THE GLIDE AND NOT INSTALLED ON
THE DRAWER OR DRAWER FRONT.
22. ALL DRAWER GLIDES SHALL BE FULL EXTENSION.
23. PROVIDE FULL OVERLAY HINGES THAT OPEN ±105°, EXCEPT WHERE CABINETS ARE ADJACENT
TO THE WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP THE DOOR PULL
FROM DAMAGING THE WALL.
1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL
GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF
DISCREPANCY.
2. FIELD MEASURE AS REQUIRED ALL DOORS AND/OR DOOR OPENINGS PRIOR TO FABRICATION.
3. PROVIDE SIGN IN CONTRASTING LETTERS OF 1 INCH OR MORE AT MAIN ENTRY STATING "THIS
DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" UNLESS LOCK UNLATCHES
WITHOUT A KEY OR NEED OF SPECIAL KNOWLEDGE.
4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS.
5. FIRE RATED AND SMOKE AND DRAFT CONTROL DOORS SHALL COMPLY WITH REQUIREMENTS
OF ALL GOVERNING CODES & STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED
AGENCY SHOWING THE SPECIFIC RATINGS.
6. ALL SWINGING DOOR HANDLES TO BE LEVER-TYPE TO COMPLY WITH GOVERNING CODES &
ACCESSIBILITY STANDARDS.
7. DOOR HANDLES OR PULLS AND ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS
DEADBOLTS, KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH
FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH BUILDING STANDARD AND CONFIRM
COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS.
8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE BY AUTHORITY HAVING
JURISDICTION.
9. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS.
10. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME THROAT
THICKNESSES FOR EACH LOCATION.
11. ALL DOOR FRAMES TO BE FACTORY FINISHED, U.O.N.
12. PROVIDE 6x16 GA MIN FLAT METAL OR 2x6 BACKING (FRT AS REQUIRED) BEHIND ALL WALL
MOUNTED DOOR STOPS.
13. MAXIMUM UNDERCUT OF ALL NON-FIRE RATED DOORS SHALL NOT EXCEED 1/2" ABOVE FINISH
FLOOR SURFACE.
14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF NOT ABLE
TO REFINISH TO "AS NEW" CONDITION.
15. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE
OR EFFORT
16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPERABLE FOR EXITING
PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE.
17. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, SIDELITES, HARDWARE, DOOR AND
SIDELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH
ARCHITECT AND OWNER PRIOR TO CONSTRUCTION.
DOOR NOTES GLAZING NOTES
1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND
THICKNESS OF THE GLASS.
2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES, U.O.N.
3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION.
4. FIXED OR OPERABLE GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN THE BUILDING CODE
SHALL BE TEMPERED GLASS (SAFETY GLASS).
5. GLAZING IN SWINGING, SLIDING AND BIFOLD DOORS SHALL BE TEMPERED.
6. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR
SHALL BE TEMPERED.
7. GLAZING IN WINDOWS: ALL GLAZING THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL
BE TEMPERED:
A. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF.
B. THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR.
C. THE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR.
D. WALKING SURFACE IS WITHIN 36".
8. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE AND LOCAL CODES AND
THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR ARCHITECTURAL
GLAZING MATERIALS.
9. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITES, CLEAR SILICONE IS TO BE PROVIDED, U.O.N.
1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION
LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION.
2. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS.
3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N.
4. ALL CONDUIT PIPING TO BE CONCEALED WITHIN THE WALL CONSTRUCTION.
5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" OF
ADJACENT PERPENDICULAR PARTITION.
6. CONTRACTOR SHALL USE 6" METAL STUDS MINIMUM AT ALL PLUMBING WALLS.
CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES SHALL BE
REPORTED TO THE ARCHITECT.
7. USE WATER RESISTANT GYPSUM BOARD AT ALL AREAS SUBJECT TO MOISTURE OR
WHERE TILE IS USED.
8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES.
9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING DRAWINGS.
10. ALL PLUMBING CLEAN-OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE.
CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT,
AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT FOR
APPROVAL PRIOR TO INSTALLATION.
11. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT
APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY
OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP PREFABRICATION WORK.
12. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-
UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION
OF WALL-MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY
REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG
CUT SHEETS FOR ARCHITECT'S APPROVAL.
13. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING
SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES &
EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS
PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S
APPROVAL.
14. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH
ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS &
CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS.
15. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS
SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT
OR WALL COVERING MATERIAL.
16. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, STAIRS,
AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, U.O.N.
17. PATCH AND FILL OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS AND SOFFITS
FOLLOWING REMOVAL OR INSTALLATION OF ANY SURFACE MOUNTED OR RECESSED
FURNISHINGS, RECEPTACLES, UTILITY PIPING, SHELF STANDARDS & ALL OTHER
SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING THE DEMOLITION PHASE OR
INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND SEAL ALL SEAMS WITH
JOINT COMPOUND: APPLY NEW FINISH TO MATCH EXISTING FINISH AT ADJACENT
GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH EXISTING FINISH TO
PROVIDE CONSISTENT & CONTINUOUS FINISH.
18. THE MAXIMUM CONTROL JOINT SPACING FOR WALLS AND CEILINGS WITHOUT
PERIMETER RELIEF IS TO BE 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE
AREA, WITH PERIMETER RELIEF IS TO BE 50 LINEAR FEET OR 2,500 SQUARE FEET OF
SURFACE AREA. EXTERIOR JOINT SPACING IS TO BE 30 LINEAR FEET OR 900 SQUARE
FEET OF SURFACE AREA.
19. CONSTRUCTION SEALANT JOINTS ARE REQUIRED AT CONTINUOUS GYPSUM BOARD
SURFACES WITH DISSIMILAR WALL STRUCTURE.
20. PROVIDE DOUBLE STUDS AT BOTH JAMBS OF DOOR FRAMES AND HEADER.
21. PARTITIONS SHALL NOT BE FASTENED NOR BRACED TO DUCTWORK, CONDUIT OR
PIPING.
22. DO NOT MECHANICALLY SECURE NEW STUD FRAMING TO EXISTING WINDOW FRAMES.
FLOOR PLAN NOTES
POWER & SIGNAL NOTES
1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE SUB-CONTRACTOR.
2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. REPLACE
DEVICE AND PLATE TO MATCH NEW AS REQUIRED.
3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWER &
SIGNAL PLAN OR REFERENCED ELEVATIONS. DIMENSION ALL OUTLETS FROM THE
CENTERLINE OF THE OUTLET BOX. NON-DIMENSIONED OUTLETS ARE TO BE LOCATED AT THE
NEAREST WALL STUD.
4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED NO MORE
THAN 2" APART.
5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE MOUNTED BETWEEN +15" TO
BOTTOM RECEPTACLE AND +48" TO TOP OF RECEPTACLE FROM FINISH FLOOR. SEE NOTE 6,
BELOW, FOR GENERAL MOUNTING HEIGHT.
6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES TO BE CENTERED AT 18"
A.F.F., U.O.N.
7. NO RECEPTACLES OR JUNCTION BOXES WITHIN A PARTITION/WALL ARE TO BE BACK-TO-BACK
SERVING OPPOSITE SIDES OF THE WALL. RECEPTACLES MUST BE STAGGERED, SET APART BY
AT LEAST 4" TO ALLOW FOR INSULATION.
8. ANY NEW VOICE/DATA AND ELECTRICAL OUTLETS TO BE INSTALLED IN EXISTING DRYWALL
PARTITIONS TO BE FLUSH MOUNTED WITH THE FINISHED WALL SURFACE AND WALL PATCHED
AS REQUIRED. SHOULD THE WALL DEPTH NOT BE ADEQUATE, COORDINATE WITH THE
ARCHITECT AN ALTERNATE LOCATION.
9. LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND WIRE PER
ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR PROVIDING FURNITURE
POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE POWER FEED.
10. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE PANEL
SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT.
11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH MILLWORK, LAMPS AND
FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR.
12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE MILLWORKER ARE TO BE
COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.O.N. ALL RECEPTACLES WHERE
MILLWORK OCCURS SHALL BE LOCATED PER ELEVATIONS OF THE MILLWORK ITEM IN
QUESTION.
13. ALL WALL COVER PLATES SHALL BE WHITE, U.O.N.
14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING STANDARD
COLOR COVER PLATE.
15. ALL/ANY FLOOR CORE DRILL LOCATIONS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO
DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO
MAINTAIN FLOOR FIRE RATING.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE CORE
DRILLING AND ELECTRICAL HOOKUP INCLUDING WORK IN LANDLORDS OR OTHER TENANTS
SPACE.
17. PRIOR TO CUTTING OPENINGS IN THE FLOOR, CONTRACTOR TO PROVIDE SURVEY/X-RAYS TO
VERIFY BEAM, JOISTS, REBAR AND EXISTING CONDUIT LOCATIONS. MARK ALL CORE DRILL
LOCATIONS AND RECEIVE STRUCTURAL ENGINEER AND/OR BUILDING OWNERS APPROVAL
PRIOR TO DRILLING.
18. ALL NEW WALL OUTLETS ABOVE COUNTERTOP TO BE MOUNTED HORIZONTALLY 6 ABOVE
COUNTER U.O.N.
19. TEMPORARY LIGHTING TO BE PROVIDED AS REQUIRED DURING CONSTRUCTION.
20. REFER TO REFLECTED CEILING PLANS FOR LIGHT FIXTURES UNDER OVERHEADS AT MILLWORK
AND CUSTOM FURNITURE.
21. REFER TO POWER PLAN FOR LIGHT FIXTURES MOUNTED IN SYSTEMS FURNITURE.
22. CONTRACTOR TO PROVIDE BACKBOXES AND CONDUIT TO ABOVE CEILING ONLY FOR LOW
VOLTAGE DEVICES LOCATED IN WALLS AND HARD CEILINGS. DEVICES AND CABLING ARE BY
OTHERS. COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR LOCATIONS AND
REQUIREMENTS.
CEILING NOTES
1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF LIGHT FIXTURES,
SWITCHES, EXIT SIGNS, ETC.
2. CONTRACTOR TO VERIFY COMPATIBILITY OF LIGHT FIXTURES WITH THE CEILING SYSTEM.
3. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD OR ADJACENT
EXISTING CONSTRUCTION - SAME COLOR AND MANUFACTURER.
4. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES ON PLANS.
5. CONTRACTOR TO PROVIDE APPROPRIATE SIZED CUTOUTS ABOVE CEILINGS WHERE NON-
RATED PARTITIONS EXTEND TO SLAB ABOVE AS NECESSARY FOR RETURN AIR CIRCULATION.
6. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, ETC.
OCCUR ON THE ELECTRICAL PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY
ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATIONS.
7. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC. AND NOTIFY
ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS ETC.
8. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE
MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION.
9. CONDUIT ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID.
10. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM
FLEX, ALUMINUM CONDUIT AND POT METAL CONNECTORS.
11. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE
SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE
INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO
EXCEPTION).
12. ALL SPRINKLER HEADS AT HARD-LID CEILINGS ARE TO BE FULLY RECESSED AND
CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM
ARCHITECTURAL PATTERN, G.C TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD
LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION.
13. ALL SPRINKLER HEADS PLACED IN WHITE CEILING TILE OR WHITE GYPSUM BOARD TO BE
WHITE. ALL SPRINKLER HEADS IN COLORED CEILINGS ARE TO BE CUSTOM COLOR TO MATCH
ADJACENT CEILING.
14. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS,
SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN CENTER OF
24"x24" PORTION OF 24"x48" CEILING TILES. UNLESS OTHERWISE NOTED.
15. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL
LOCATION OF ALL SWITCHES TO BE DETERMINED BY ARCHITECT.
16. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR DUCTS
PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR SURFACES, AS
REQUIRED BY LOCAL CODES AND FIRE DEPARTMENT. REFER TO MECHANICAL ENGINEERING
DOCUMENTS FOR SPECIFIC REQUIREMENTS.
17. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL
ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES.
18. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES
COME IN DIRECT CONTACT WITH INSULATION.
19. ALL EXIT SIGN LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT.
20. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL
BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN
ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A
DURATION OF NOT LESS THAN 90 MINUTES.
FINISH NOTES
1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT.
2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. FINISH
ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST
STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED
FINISHED WITH ARCHITECT PRIOR TO ORDERING PRODUCTS.
3. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION AND
PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE
APPROVED OR NOTED.
4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH
STATE & LOCAL CODES.
5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN FLAME-RETARDANT CONDITION.
6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL:
A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT, WALL COVERING FINISHES AND
COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE
TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS
INTENDED FOR APPLICATION.
B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL WALL
COVERING FINISHES AND COLOR.
C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING.
D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL.
7. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT AND
SECURE APPROVAL BEFORE PLACING FULL ORDERS.
8. SUBMIT SEAMING PLAN FOR CARPET TO ARCHITECT FOR APPROVAL PRIOR TO CARPET
ORDER.
9. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES.
10. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES,
ETC. , SHALL BE SEMI-GLOSS, UNLESS NOTED OTHERWISE.
11. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT-IN FREE OF OVERLAPPING.
12. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE PROPERLY
PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS.
13. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE NEW
FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE
FOR ALL FLOOR PREPARATION.
14. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, UNLESS NOTED
OTHERWISE.
15. ALL RESILIENT FLOORING TO BE INSTALLED WITH FULL TILE FROM THRESHOLD STRIP AND
FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.N.O.
16. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING.
17. CONTRACTOR SHALL PROVIDE PRE-FORMED RUBBER BASE CORNERS. DO NOT CUT OR
BEND STRAIGHT BASE TO MAKE CORNERS.
18. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON
MILLWORK DETAILS.
19. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK,
INCLUDING SINK AREA AND AT ALL UNDER-COUNTER EQUIPMENT AREAS WHICH ARE
OPEN TO THE FLOOR.
20. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND
STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR
THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT.
21. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW CONCRETE
SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS WITH FLOORING
MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR WARRANTIES AND ADHESIVE
PRODUCTS.
22. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH AND
REPAIR SUB-FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS REQUIRED
FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES.
23. ALL FLOORING TRANSITIONS AMONG DIFFERING FLOORING MATERIAL ARE TO BE A FLUSH
TRANSITION, U.O.N.
24. FEATHER SUB-FLOOR UP FOR TILE FLOORING TO CARPET CONDITIONS AND RESILIENT
FLOORING TO CARPET CONDITIONS FOR FLUSH INSTALLATION.
25. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING TYPES.
PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT FLOOR TYPES
MEET, VERIFY COLOR WITH ARCHITECT.
26. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET
INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHOD TO
MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET SALES REPRESENTATIVE WITH
QUESTIONS PRIOR TO PROCEEDING.
27. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED
RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION
METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY.
28. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT ALL
LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE LOW VOC,
BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS AND TO MAINTAIN
PRODUCT'S WARRANTY.
29. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AS TO
LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE
SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND.
JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO
RECEIVING NEW PAINT FINISH APPLICATION.
30. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR
BUCKLING AND HIDE ALL SEAMING OR BUMPS.
31. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF
SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH
TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL WITH
TENANT OR OWNER PRIOR TO PURCHASING PAINT.
32. PAINT ANY UNFINISHED SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS
AND CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED.
33. ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DUCTWORK
AND PIPING IS TO BE PAINTED TO MATCH THE CEILING.
34. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE PAINTED.
ALL PAINTING WORK SHALL BE PERFORMED TO COVER THE ENTIRE HORIZONTAL OR
VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR DIRECTIONS.
35. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE PATCHED AND
REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED AND ALIGNED, SO, AS TO
LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE
SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND.
JOINTS THAT ARE FILLED ARE TO BE SANDED SMOOTH AND BUMP FREE WITH DUST
REMOVED PRIOR TO RECEIVING MORTAR BED/BOND COAT AND WALL TILES.
36. ALL WALL TILES ARE TO HAVE A MORTAR BED/BOND COAT THICKNESS TO ACCOMMODATE
THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE SPECIFIED FOR WALL
INSTALLATION WITH A FLUSH FRONT FACE.
37. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE BY BACK
BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING.
38. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, HARD,
NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH WALLS SHALL
HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS SPECIFIED IN FINISH PLANS
OR RESTROOM ELEVATIONS. BASE SHALL EXTEND UPWARD ONTO THE WALLS NOT LESS
THAN 4 INCHES.
39. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER
CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF NOT
LESS THAN 4 FEET ABOVE THE FLOOR.
DEMOLITION NOTES
1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA
SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO
WARRANTY, EITHER EXPRESSED NOR IMPLIED, FOR THE ACCURACY OR THE
COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR
SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE
COURSE OF THE DEMOLITION WORK.
2. PROTECT AND VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND
ELECTRICAL UTILITIES SCHEDULED TO REMAIN. WHERE DEMOLITION IS INDICATED,
DISCONNECT AND REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, TERMINATE
AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE
MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.
3. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING DEMOLITION
AND CONSTRUCTION. REROUTE UTILITIES SERVING ADJACENT AREAS AS REQUIRED
TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY INTERRUPTION OF
SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT
LESS THAN 72-HOURS IN ADVANCE.
4. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE.
THEIR INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION AND REMOVAL OF NON-
STRUCTURAL ELEMENTS WITHIN THE SPACES INDICATED UNLESS NOTED
OTHERWISE. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC
QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE
CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE
DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE
OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE
DONE IN A LEGAL MANNER.
6. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM.
CONTRACTOR TO VERIFY ITEMS TO BE SALVAGED FOR THE OWNERS PURPOSE WITH
THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, AND
REPAIR SALVAGED ITEMS AS REQUIRED FOR REUSE AND TURN OVER SUCH ITEMS AS
DIRECTED BY THE OWNER.
7. INSTALLATION OF NEW WORK INCLUDING, BUT NOT LIMITED TO MECHANICAL,
PLUMBING OR ELECTRICAL, MAY REQUIRE THE CONTRACTOR AND HIS
SUBCONTRACTORS TO REMOVE AND REPLACE OR RE-FINISH EXISTING WALLS,
FLOORS, OR CEILING TO MATCH EXISTING IN THE AREAS OF THE BUILDING NOT
SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN
HIS BASE BID, WHETHER OR NOT THIS WORK IS SHOWN ON THESE PLANS.
8. AT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION, PATCH AND REPAIR
DAMAGED FINISHES AND ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND
TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK.
9. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO
INSURE PUBLIC SAFETY AND TO ALLOW EXISTING BUILDING OCCUPANCY.
CONTRACTOR TO SUBMIT FOR OWNER APPROVAL, BARRIER LOCATIONS AND
METHOD OF CONSTRUCTION PRIOR TO INSTALLATION. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY REQUIRED BUILDING DEPARTMENT APPROVAL.
10. PROVIDE AND INSTALL DUST BARRIERS AT ALL OPENINGS FROM ADJACENT INTERIOR
SPACES TO THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT
DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT PROPOSED
BARRIER LOCATIONS TO THE OWNER AND THE ARCHITECT FOR REVIEW AND
APPROVAL PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION.
11. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES
AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE
AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY
THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO
NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN.
12. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE
REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. AT A MINIMUM THE
BARRIERS SHALL:
A. BE FULL HEIGHT WALL FROM FLOOR TO CEILING.
B. BE STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD.
C. INCLUDE NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING
CLOSER.
13. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS
ARE NOT ALLOWED WITHOUT PRIOR APPROVAL OF THE OWNER.
14. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE.
PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO
PREVENT VANDALISM.
15. DO NOT PERFORM ANY WORK THAT COULD VOID WARRANTIES OF EXISTING
WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR
APPROVAL FROM THE OWNER.
16. THE ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS,
INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR
REMOVAL. THE OWNER IS SOLELY RESPONSIBLE FOR CONTRACTING WITH A
CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES
SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT.
17. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING
INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO STARTING ANY WORK,
SHALL VERIFY THE CURRENT FIRE-RESISTANCE RATING(S) OF THE EXISTING BUILDING
ELEMENT(S). IF THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED
DURING THE COURSE OF THE WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN
THE CONTRACTOR SHALL PATCH/REPAIR THE FIREPROOFING INSULATION TO A
CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE-RESISTANCE
RATING(S) OF THE EXISTING BUILDING ELEMENT(S).
18. EXISTING DOORS TO REMAIN, U.O.N.
19. STRUCTURAL ENGINEER TO REVIEW AND APPROVE THE LOCATION AND SIZE OF
CORED AND CUT OPENINGS IN ELEVATED DECKS AS WELL AS THE MAXIMUM
PENETRATION DEPTH OF DRILLED OR SHOT-ON ANCHORS AND OTHER FASTENERS.
.
.
GENERAL PROJECT NOTES
1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY AND
PROJECT-SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION OF
THE FOLLOWING:
A. ALL APPLICABLE BUILDING CODES
B. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND
SUPPLEMENTS
C. THE PROJECT MANUAL AND ASSOCIATED SPECIFICATIONS WHEN PROVIDED
D. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS
E. ALL APPLICABLE LANDLORD BUILDING STANDARDS
2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE
REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL
REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN
REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES OR
IN DOCUMENTS PROVIDED BY OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS
EXPRESSLY PROVIDED OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS,
PRODUCTS AND SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS
CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS PROVIDED BY
THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR OMISSIONS, THE AFFECTED
CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE
REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT OR
COSTLY STANDARD.
3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY:
A. WRITTEN DIMENSIONS SHALL GOVERN. DO NOT SCALE THE DRAWINGS. LARGE SCALE
DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS
B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
TYPICAL DETAILS
C. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE
WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME
BUILDING.
D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF THE
CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME REASONABLE
PROTECTION OR COORDINATION EFFORTS.
4. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE FINISHED
CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND
DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES INCLUDING
ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, AND SHALL INDEMNIFY TO THE FULLEST
EXTENT ALLOWED BY LAW THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST
ANY AND ALL RELATED CLAIMS AND LIABILITY.
5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR
CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY
ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR INFORMATION (RFIs).
ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS
ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO
BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER
REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO
BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES.
6. DIMENSIONS SCALED FROM DRAWINGS SHALL BE CONSIDERED APPROXIMATE.
CONTRACTORS THAT FAIL TO FIELD MEASURE AND VERIFY DISTANCES, CLEARANCE AND FIT
ARE PROCEEDING AT THEIR OWN RISK.
7. EXCEPT WHERE DIMENSIONED, PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE
AND INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND
NOT TO DEPICT SPECIFIC LOCATIONS.
8. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT DESIGN TEAM,
IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC ASPECTS AND MAJOR SPACE
LIMITATIONS OF THE PROJECT; AND EACH DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR
THE FOLLOWING:
A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS FOR THE
COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING.
B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS.
C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS.
D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES HAVING
JURISDICTION OVER THE PROJECT.
E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD FOR
THE PORTIONS OF WORK WHICH THEY DESIGN.
9. AS MAY BE REQUIRED BY THE AUTHORITIES HAVING JURISDICTION, AT THE CONCLUSION OF
CONSTRUCTION EACH PRIME CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT
THEIR PORTION OF THE WORK HAS BEEN PERFORMED IN COMPLIANCE WITH THE BUILDING
PERMIT APPROVED PLANS AND SPECIFICATIONS.
10. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE
SAME PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF
THE PROJECT DESIGN TEAM, INCLUDING WITHOUT LIMITATION THEIR COMMON LAW,
STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS
GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY
FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE
OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE
FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY ELECTRONIC
DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN PROFESSIONAL'S STANDARD
FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF THE ABSENCE OF VIRUSES OR
OTHER HARMFUL MATERIAL, OR OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR
HARDWARE SO THAT ANY USE WITH OR CONVERSION TO THE OTHER FORMS OR
CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE
RECIPIENT'S SOLE RISK.
1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, THE
CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY CONSTRUCTION
SHALL OCCUR AT NON-TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING
REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK.
2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA
FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND
WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF
HEALTH.
3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE
CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL
SITES.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS
COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE
EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE,
PARKING LOTS, ELEVATORS, LOBBIES, AND CORRIDOR CARPETS.
5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE
AND LOCAL CODES.
6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN ISSUANCE OF
A BUILDING OR GRADING PERMIT.
7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES
NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES,
DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION
SYSTEMS.
9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF
THE OCCUPANTS AND WORKERS AT ALL TIMES.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING
AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED.
1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE
TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF
GRIDS.
2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N.
3. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE
FINISHES IN THE SAME PLANE.
4. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR
REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N.
5. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR
AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N.
6. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES.
1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING,
DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS,
STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN
APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL
COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR
TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY
CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE
ARCHITECT'S ATTENTION FOR CLARIFICATION.
2. CONTRACTORSHALL PROVIDE AND LOCATE ACCESS DOORS/PANELS IN WALL & CEILING
CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER,
PLUMBING & ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED
ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING.
4. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGE TO EXISTING CONSTRUCTION DUE
TO WORK PERFORMED. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW MATERIALS AT
NO ADDITIONAL COST TO THE OWNER TO REPAIR SUCH DAMAGE.
5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH STATE & LOCAL
CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR
FINISH MATERIALS.
6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL
BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS.
JOB SITE NOTES
DRAWING INTERPRETATION GENERAL RULES
INTERIOR/EXTERIOR NOTES
GENERAL NOTES
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
(A)
WHEELCHAIR
ACCESSIBLE WATER
CLOSETS
(B)
AMBULATORY
ACCESSIBLE WATER
CLOSETS
SIZE OF CLEARANCE AT WATER CLOSETS
TRANSFER
SIDE
SIDE WALL GRAB BAR AT
WATER CLOSETS
REAR WALL GRAB BAR AT
WATER CLOSETS
(B)
STALL TYPE
(A)
WALL HUNG TYPE
HEIGHT AND DEPTH
OF URINALS
AMBULATORY ACCESSIBLE
TOILET COMPARTMENT
WHEELCHAIR ACCESSIBLE TOILET
COMPARTMENT TOE CLEARANCES
(A)
ELEVATION ADULT
(B)
ELEVATION CHILDREN
(C)
PLAN
PARTITION
PARTITION
CLEARANCE
DOOR PERMITTED TO SWING
OVER HATCHED PORTION
OF MANEUVERING SPACE
ALTERNATE
DOOR
LOCATION
WHEELCHAIR ACCESSIBLE TOILET
COMPARTMENT DOORS
CLEARANCE
CLEARANCE
DISPENSERS AND DISPOSAL
UNITS
DOOR PERMITTED TO SWING
OVER HATCHED PORTION OF
MANEUVERING SPACE
CLEARANCE
CLEARANCE
DOOR PERMITTED TO SWING
OVER HATCHED PORTION OF
MANEUVERING SPACEMANEUVERING SPACE WITH SIDE-OPENING DOOR
MANEUVERING SPACE WITH END-OPENING DOOR
WATER CLOSET LOCATION
@ SIDE DOOR
MANEUVERING
SPACE
MANEUVERING
SPACE
17"-18".17"-19".
56
"
M
I
N
.
48
"
M
I
N
.
MIN.
13 1/2"
MA
X
.
1
7
"
13 1/2" MIN.
MIN.
54"
MIN.
42"
12" MAX.
24" MIN. 12" MIN.
36" MIN.
MAX.
4"
MA
X
.
4"
.
60
"
M
I
N
.
*
60" MIN.
60
"
M
I
N
.
*
60" MIN.
7"-9".
1
9
"
.
60
"
M
I
N
.
*
MANEUVERING SPACE
48" MIN.
60
"
M
I
N
.
*
MANEUVERING SPACE
48" MIN.
60
"
M
I
N
.
35"-37".
44
"
M
I
N
.
MIN.
6"
MI
N
.
9"
MIN.
6"
MI
N
.
1
2
"
MIN.
6"
MI
N
.
6"
60" MIN.
CLOSET
59" MIN. @ FLOOR
MOUNTED WATER
CLOSET
56" MIN. @ WALL
MOUNTED WATER
CLOSET
56" MIN. @ WALL
MOUNTED WATER
CLOSET
59" MIN. @ FLOOR
MOUNTED WATER
SWINGS IN
36" MIN.
WHEN DOOR
CLOSET
59" MIN. @ FLOOR
MOUNTED WATER
CLOSET
56" MIN. @ WALL
MOUNTED WATER
CLOSET
56" MIN. @ WALL
MOUNTED WATER
CLOSET
59" MIN. @ FLOOR
MOUNTED WATER
SWINGS IN
36" MIN.
WHEN DOOR
1
7
"
-
1
9
"
33
"
-
3
6
"
33
"
-
3
6
"
34" MIN.
4" MAX.34" MIN.
4" MAX.
TOILET COMPARTMENT DOORS
SHALL BE SELF-CLOSING.
A DOOR PULL SHALL BE
PLACED ON BOTH SIDES OF
THE DOOR NEAR THE LATCH.
24" MIN.
SANITARY NAPKIN
DISPOSAL UNIT
(OPENING)
TOILET PAPER
DISPENSER
* 60" MIN. @ TOILET PARTITION
66" MIN. @ FULL FT. WALL
(A)(B)
(C)
DOORS IN SERIES AND GATES IN SERIES
48" MIN.
48" MIN.48" MIN.
(B)(A)
LIMITS OF PROTRUDING
OBJECTS
POST MOUNTED PROTRUDING OBJECTS
VERTICAL CLEARANCE
EXCEPTION: HANDRAILS SHALL
BE PERMITTED TO PROTRUDE 4
1/2 INCHES (115 MM) MAXIMUM.
X
>
2
7
"
.
X
>
8
0
"
.
27
"
-
8
0
"
.
4" MAX.
MAX.
12"MAX.
12"
27
"
M
A
X
.
80
"
M
I
N
.
X > 12"
X > 12"
X
>
8
0
"
MA
X
.
27
"
POLE
VERTICAL
GUY
BRACE
80
"
M
I
N
.
GUY BRACES
(A) (B)
(A) (B)
UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH
OBSTRUCTED HIGH
SIDE REACH
UNOBSTRUCTED HIGH
SIDE REACH
1
5
"
M
I
N
.
48
"
M
A
X
.
20" MAX.
48
"
M
A
X
.
44
"
M
A
X
.
>20"-25" MAX.
48
"
M
A
X
.
MI
N
.
1
5
"
10" MAX.
10" MAX.
48
"
M
A
X
.
34
"
M
A
X
.
MA
X
.
34
"
MA
X
.
46
"
24" MAX.
>10"-
(A)
ELEVATION
(ENLARGED)
(B)
PLAN
SIZE AND SPACING OF TRUNCATED DOMES
2.
3
"
-
2
.
4
"
.
2.3" - 2.4".
0.
6
5
"
MI
N
.
0
.
2
"
0.9" - 0.92"
BASE ø
0.45" - 0.47"
TOP ø
(A)
180 DEGREE TURN
(B)
180 DEGREE TURN (EXCEPTION)
CLEAR WIDTH OF AN ACCESSIBLE ROUTE
CLEAR WIDTH AT TURN
48
"
M
I
N
.
MIN.
42"
X < 48"
MIN.
42"
MIN.
36"
MIN.
36"
X < 48"
60
"
M
I
N
.
MI
N
.
32
"
36
"
M
I
N
.
MAX.
24"
MIN.
48"
MAX.
24"
36
"
M
I
N
.
MI
N
.
32
"
(A)
ELEVATION
(B)
PLAN
(A)
ELEVATION
(B)
PLAN
TOE CLEARANCE
KNEE CLEARANCE
(C)
ELEVATION @ LAVATORY
9"
M
I
N
.
MAX.
6"17"-25"
MI
N
.
30
"
MIN.
8"
MI
N
.
27
"
.
9"
M
I
N
.
MIN.
11"25" MAX.
MI
N
.
30
"
9"
M
I
N
.
MIN.
11"
MI
N
.
27
"
.
29
"
M
I
N
.
MIN.
8"
POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL
POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH
FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT
WATER CLOSETS FOR CHILDREN'S USE, GRAB BARS SHALL BE INSTALLED IN A
HORIZONTAL POSITION 18 INCHES MINIMUM AND 27 INCHES MAXIMUM ABOVE THE
FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE.
(A)
PROJECTING
OBJECTS
(B)
RECESSED
OBJECTS
SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES
THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE
ENDS SHALL BE 1-1/2 INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND
PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MINIMUM.
CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL
HAVE AN OUTSIDE DIAMETER OF 1-1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM.
SPACING OF GRAB BARS 4"-4.8"
(A) (B)
GRAB BAR NON-CIRCULAR CROSS SECTION
1
2
"
M
I
N
.
1
-
1
/
2
"
M
I
N
.
1-1/2".
2" MAX.2" MAX.
PERIMETER
BACKING. PROVIDE MIN. 6 INCHES x 16 GA CONTINUOUS SHEET METAL BACKING
ATTACHED TO MIN. 3 STUD BAYS WITH #10 FLAT HEAD SHEET METAL SCREWS. INSTALL
GRAB BARS PER MANUFACTURER'S REQUIREMENTS.DOMINANT DIRECTION OF TRAVEL
ELONGATED OPENINGS IN FLOOR OR GROUND SPACE
CARPET PILE HEIGHT VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL
2
1
NOTES:
1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING
OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE,
LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL COMPLY WITH CARPET PILE HEIGHT FIGURE BELOW. EXPOSED
EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF
THE EXPOSED EDGE. CARPET EDGE SHALL COMPLY WITH CHANGE IN LEVEL FIGURES BELOW.
1
/
4
"
1
/
4
"
1
/
2
"
MA
X
.
1
/
4
"
.
1
/
4
"
.
1
/
4
"
M
A
X
.
1/2" MAX.
1
/
2
"
MA
X
.
.
LONG DIMENSION
PERPENDICULAR TO
DOMINANT
DIRECTION OF
TRAVEL
EQUIPMENT
PERMITTED IN
SHADED AREA
FRONT &
SIDE
APPROACH
INSULATE EXPOSED
PIPES AND SURFACES
SPOUT OUTLETSPOUT OUTLET
MIRROR @
LOCKER
ROOMS
WHEELCHAIRACCESSIBLE
DRINKINGFOUNTAIN
MIRROR NOT OVER
A LAVATORY
FIXED TABLE
OR COUNTER
STANDING
DRINKING
FOUNTAIN
URINAL
LAVATORY
ACCESSORIES
MIRROR @
LAVATORY
18"-19"
15" MIN. 5" MAX.
9"
M
I
N
.
MAX.
6"
MIN.
8"
MI
N
.
27
"
.
36
"
M
A
X
.
38
"
-
4
3
"
9"
M
I
N
.
MAX.
6"
MIN.
8"
27
"
MI
N
.
29
"
M
I
N
34
"
MA
X
.
17" MIN
24" MAX
15" MIN
APPROACH
30" CLR
FORWARD
13-1/2" MIN.
1
7
"
M
A
X
.
44
"
MA
X
.
34
"
M
A
X
.
18"
MIN.
40
"
M
A
X
.
6'
-
2
"
M
I
N
.
35
"
M
A
X
.
6'
-
2
"
M
I
N
.
18" MIN
20
"
MA
X
.
54
"
M
I
N
.
40
"
M
A
X
.
19"
MIN.
27
"
MI
N
.
28
"
-
3
4
"
(*) OPERABLE PART LOCATED WITHIN
6" OF FRONT EDGE OF THE FOUNTAIN
(*)
(A)
FRONT APPROACH, PULL SIDE
(*) IF BOTH CLOSER AND LATCH ARE PROVIDED
(E)
HINGE APPROACH, PULL SIDE
(F) (G*)
HINGE APPROACH, PUSH SIDE
(H)
LATCH APPROACH, PULL SIDE
(J) (K*)
LATCH APPROACH, PUSH SIDE
(B) (C*)
FRONT APPROACH, PUSH SIDE
(*) 48" MIN. IF CLOSER IS PROVIDED.
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES
(A)
PULL SIDE
MANEUVERING CLEARANCE AT RECESSED DOORS AND GATES
(B)
PUSH SIDE
(C)
PUSH SIDE, DOOR PROVIDED
WITH BOTH CLOSER AND LATCH
(A)
HINGED DOOR
(B)
SLIDING DOOR
(C)
FOLDING
DOOR
CLEAR WIDTH OF DOORWAYS
(*) 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED.
NOTES:
1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH
[FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER
THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR LANDINGS.
2. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND
CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN
LEVEL] DETAIL.
3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE
OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OR THE
WRIST.
4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX.
5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN. AND 44" MAX. ABOVE THE FINISH FLOOR
OR GROUND.
6. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE
EXPOSED AND USABLE FROM BOTH SIDES.
7. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90° THE TIME
REQUIRED TO MOVE THE DOOR TO A POSITION OF 12° FROM THE LATCH IS 5 SECONDS MIN.
8. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70°
THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN.
9. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS:
9.1. INTERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX.
9.2. SLIDING OR FOLDING DOORS: 5 LBS (22.5 N) MAX.
9.3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE
ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS (66.7N).
9.4. EXTERIOR HINGED DOORS: 5 LBS (22.5 N) MAX.
10. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED
VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE
DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACE SHALL BE
WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES
CREATED BY ADDED KICK PLATES SHALL BE CAPPED.
11. WHERE AUTOMATIC AND POWER-ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE
PART OF A MEANS OF EGRESS THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND
GATES SHALL BE 32" MIN. WHEN OPERATED IN EMERGENCY MODE.
32" MIN. 32" MIN. 32" MIN.
60
"
M
I
N
.
DOOR
18" MIN
@ INTERIOR
12" MIN. *
48
"
M
I
N
60
"
M
I
N
.
36" MIN.
44
"
M
I
N
.
*
22" MIN.
60
"
M
I
N
.
24" MIN.24" MIN.
44
"
M
I
N
.
*
60
"
M
I
N
18" MIN. @ INTERIOR
48
"
M
I
N
48
"
M
I
N
12" MIN
X
>
8
"
.
X
>
8
"
.
X
>
8
"
.
90.00°
24" MIN. @ EXTERIOR
EXTERIOR DOOR
24" MIN.
@ EXTERIOR SIDE OF
0.300".0.100".
0.
1
0
0
"
.
0.
4
0
0
"
M
A
X
.
0.
3
9
5
"
M
I
N
.
SINGLE BRAILLE CELL
BLANK CELL SPACE
BETWEEN WORDS
RAISED DOT
NO RAISED DOT
0.059" MIN. TO 0.063" MAX.
DOT HEIGHT 0.025" MIN. TO 0.037" MAX.
MEASURED CENTER TO CENTER.
HEIGHT OF RAISED
CHARACTERS
POSITION OF BRAILLE
HEIGHT OF TACTILE CHARACTERS ABOVE
FINISH FLOOR OR GROUND
CENTERED ON TACTILE
CHARACTERS
LOCATION OF TACTILE
SIGNS AT DOORS
PICTOGRAM FIELD
NOT IN
PICTOGRAM
FIELD
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
MEN
AREA OF
REFUGE
AREA OF
REFUGE
AREA OF
REFUGELIBRARY
5/
8
"
-
2
"
3/
8
"
-
1
/
2
"
MI
N
.
3/
8
"
.
60
"
M
A
X
.
48
"
M
I
N
.
6"
M
I
N
.
MI
N
.
1
8
"
MIN.
18"
45
°
INTERNATIONAL SYMBOL
OF ACCESS FOR HEARING
LOSS
DOOR ELEVATION
UNISEX
MEN'SWOMEN'S
WOMEN'S & MEN'S SIGNAGE
1/4" THICK SOLID SURFACE DOOR-
MOUNTED SIGNAGE TO BE
LOCATED IN CENTER OF DOOR.
TRIANGLE SYMBOL AND CIRCLE
SYMBOL SHALL CONTRAST WITH
DOOR.
UNISEX SIGNAGE
1/4" THICK SOLID TRIANGLE
SUPERIMPOSED ON THE 1/4"
THICK SOLID CIRCLE SURFACE.
TRIANGLE SYMBOL SHALL
CONTRAST WITH CIRCLE SYMBOL.
CIRCLE SYMBOL SHALL
CONTRAST WITH DOOR.
DOOR SIGNAGE
EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED.
CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8"
12"ø
10".
OF
S
I
G
N
MO
U
N
T
6
0
"
A
F
F
TO
C
E
N
T
E
R
L
I
N
E
EQ. EQ.
12
"
ALL
SIDES
EXIT
CORRESPONDING (GRADE 2)
BRAILLE PER LOCAL
ACCESSIBILITY STANDARDS
SANS-SERIF UPPERCASE
CHARACTERS, RAISED 1/32" PER
LOCAL APPLICABLE
ACCESSIBILITY STANDARDS
CHARACTERS & BACKGROUND
OF SIGNS TO BE NON-GLARE
FINISH AND TO CONTRAST WITH
EACH OTHER. (MATCH EXISTING
COLORWAY). COLOR &
CONTRAST OF SIGN TO BE
DISTINCTLY DIFFERENT THAN
COLOR & CONTRAST OF WALL
EXIT
ROUTE
* 135% MIN. AND
170% MAX. OF
CHARACTER
HEIGHT
CORRESPONDING (GRADE 2)
BRAILLE PER LOCAL
ACCESSIBILITY STANDARDS
SANS-SERIF UPPERCASE
CHARACTERS, RAISED 1/32" PER
LOCAL APPLICABLE
ACCESSIBILITY STANDARDS
CHARACTERS & BACKGROUND
OF SIGNS TO BE NON-GLARE
FINISH AND TO CONTRAST WITH
EACH OTHER. (STANDARD
COLOR: WHITE ON BLACK
BACKGROUND, UNLESS
APPROVED OTHERWISE). COLOR
& CONTRAST OF SIGN TO BE
DISTINCTLY DIFFERENT THAN
COLOR & CONTRAST OF WALL
ACCESSIBILITY NOTES
SCALE: 1/4" = 1'-0" 4
WATER CLOSETS AND TOILET
COMPARTMENTS & URINALS
SCALE: 1/4" = 1'-0" 6DOORS, DOORWAYS & GATES
SCALE: 1/4" = 1'-0" 11PROTRUDING OBJECTS
SCALE: 1/4" = 1'-0" 12 REACH RANGES
N.T.S.14DETECTABLE WARNINGS
SCALE: 1/4" = 1'-0"17CLEAR WIDTH
SCALE: 1/4" = 1'-0" 16KNEE AND TOE CLEARANCE
1. "THE ACCESSIBILITY GUIDELINES AND CODES" MENTIONED BELOW REFER TO ALL APPLICABLE
LOCAL/STATE BUILDING CODES REFERENCED ON THE PROJECT DATA SHEET OF THIS SET IN ADDITION
TO THE FEDERAL REQUIREMENTS OF THE ADA (THE AMERICANS WITH DISABILITIES ACT).
2. DETAILS ON THIS SHEET ARE FOR REFERENCE ONLY, REFER TO THE ACCESSIBILITY GUIDELINES AND
CODES FOR ALL ACCESSIBILITY REQUIREMENTS.
3. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE ACCESSIBILITY GUIDELINES AND
CODES.
4. ANY DISCREPANCY CONTAINED HEREIN DOES NOT RELIEVE THE GENERAL CONTRACTOR OR OWNER
FROM COMPLYING WITH THE ACCESSIBILITY GUIDELINES AND CODES.
SCALE: 1/4" = 1'-0"5GRAB BARS
SCALE: 1/2" = 1'-0"15
FLOOR OR GROUND SURFACES &
CHANGES IN LEVEL
SCALE: 1/4" = 1'-0" 13MOUNTING HEIGHTS
SCALE: 1/4" = 1'-0" 10DOORS, DOORWAYS & GATES
SCALE: 3/8" = 1'-0"18BRAILLE MEASUREMENT
SCALE: 1/4" = 1'-0"20 SIGNS
SCALE: 12" = 1'-0"22RESTROOM SIGNAGE, TYP.
SCALE: 3" = 1'-0"21TACTILE "EXIT" SIGN
39
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A
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W
O
R
K
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
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P
M
K. BURGER
CB / JG
SDG22-6057-00
AC
C
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1
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2
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1
2
-
2
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PL
A
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SCALE: 3" = 1'-0" 23TACTILE "EXIT ROUTE" SIGN
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
2500 RED HILL AVE.
SANTA ANA, CA 92705
DENOTES BUILDING OF AREA OF
TENANT IMPROVEMENT
TYP.
006
007
001
002
TYP.
003
001
39
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W
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CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
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P
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K. BURGER
CB / JG
SDG22-6057-00
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SEE SHEETS I0.1 -I0.2FOR GENERAL NOTES
KEYNOTES:
SCALE: 1/16" = 1'-0" 1SITE PLAN (FOR REFERENCE ONLY)
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
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001 EXISTING FULLY ACCESSIBLE PRIMARY ENTRY TO REMAIN.
002 HEAVY DASHED LINE INDICATES EXISTING FULLY ACCESSIBLE PATH OF
TRAVEL TO REMAIN.
003 ALL PARKING IS EXISTING TO REMAIN NO CHANGES PROPOSED.
006 EXISTING FULLY ACCESSIBLE PARKING STALL AND SIGNAGE TO REMAIN.
007 EXISTING STRIPING TO REMAIN. THE WORDS "NO PARKING" SHALL BE
PAINTED ON THE GROUND WITHIN EACH 5'-0" / 8'-0" (AT VAN SPACE)
LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED
IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED SO THAT
IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. CBC SECTION
1129B.4.1 & 1129B.4.2.
N
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
CR
CR
CR
CR
F.E.C.
F.
E
.
C
.
F.E.C.
CR
CR
F.E.C.
CR
R
NOTE:ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL
INSPECTION AND SUBJECT TO BUILDING INSPECTOR.
CEILING-MOUNTED EXIT SIGN WITH BATTERY BACKUP, SHADED QUADRANT
INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW
AS INDICATED.
REQUIRED ACCESSIBLE EXIT
EXISTING ACCESSIBLE EXIT
COMMON PATH OF EGRESS TRAVEL (C.P.E.T.).
MAXIMUM TRAVEL DISTANCE.
F.E.C.FIRE EXTINGUISHER CABINET
AGGREGATE OCCUPANT LOAD AT DOOR.
AGGREGATE OCCUPANT LOAD AT DESIGNATED POINT.
ORIGINATING OCCUPANT LOAD.
0
0
0
CUMULATIVE OCCUPANT LOAD FROM ADJOINING ROOMS.0
DIRECTION OF TRAVEL.
1
CONSULT
147
CONSULT
148
CONSULT
149
WAITING
100
RECEPTION
101
COPY/PRINT
103
UNISEX RR
146
UNISEX RR
145
UNISEX RR
100A
PANTRY
144A
STAFF BREAK
144
PHONE
143
OFFICE
104
OFFICE
105
CONFERENCE
106
OFFICE
107
OFFICE
108
OFFICE
117
OFFICE
118
OFFICE
119
OFFICE
120
OFFICE
115
STORAGE
109
IT/SERVER
110
OFFICE
114
OFFICE
113
OFFICE
142
OFFICE
141
OFFICE
140
OFFICE
139
OFFICE
138
OFFICE
137
OFFICE
136
OFFICE
157
CONSULT
151
STORAGE
150D
OFFICE
152
OFFICE
156
OFFICE
155
TELEHEALTH
154
TELEHEALTH
153
OFFICE
112
STORAGE
111
OFFICE
131
OFFICE
130
OFFICE
129
OFFICE
128
OFFICE
127
OFFICE
126
OFFICE
125
OFFICE
123
TRAINING
116
OFFICE
124
OFFICE
121
OFFICE
122
OPEN OFFICE
150
OFFICE
135
OFFICE
134
OFFICE
132
OFFICE
133
CHECK OUT
102
HALLWAY
158
HALLWAY
159
HALLWAY
160
HALLWAY
161
HALLWAY
162
HALLWAY
163
HALLWAY
164
BREAK AREA (B)
455 S.F. / 15.00 SF
31 OCCUPANTS
PHONE ROOM (B)
41 S.F. / 150.00 SF
1 OCCUPANTS
OFFICE (B)
10,959 S.F. / 150.00 SF
74 OCCUPANTS
STORAGE (B)
78 S.F. / 300.00 SF
1 OCCUPANTS
WAITING (B)
541 S.F. / 15.00 SF
37 OCCUPANTS
STORAGE (B)
178 S.F. / 300.00 SF
1 OCCUPANTS
CONFERENCE (B)
246 S.F. / 15.00 SF
17 OCCUPANTS
STORAGE (B)
177 S.F. / 300.00 SF
1 OCCUPANTS
STORAGE (B)
117 S.F. / 300.00 SF
1 OCCUPANTS
STORAGE (B)
62 S.F. / 300.00 SF
1 OCCUPANTS
CONFERENCE (B)
552 S.F. / 15.00 SF
37 OCCUPANTS
N.I.C.
15' COMMON PATH
OF TRAVEL
DIAGONAL
207'-3"
101
101
102
108
119
119
119
104
106
107
113113
109
109
TYP.
110
112
115
118
109
119
1
3
7
'
M
A
X
.
T
R
A
V
E
L
D
I
S
T
A
N
C
E
20' COMMON PATH
OF TRAVEL
119
119
119
120
SUITE 110
SUITE 100
EXIT W
I
DTH
72"
EXIT WIDTH
72"
EXIT W
I
DTH
72"
11
1 137131
1
31
1
43
'
C
.
P
.
E
.
T
.
32
32
131
80
'
M
A
X
.
T
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T
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N
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E
1
90
'
M
A
X
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T
A
N
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E
1 1
37
37
61
1 1 17
1 1
194021
1
1
11
4
1
98' MAX. TRAVEL DISTANCE
52' C.P.E.T.
11
45
11 1 1 1 3
42
2
1 1 1 1
4
8 4 2
1 9
1
1
1
37
1
1
1
1
1
1
3
50
64
52
116
1
1
2
61
SEPARAT
ION OF EXITS > D/3
130'-8 1/2"
54
1 3
1
4
61
62
94
49
1
2
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46' C.P.E.T.
76' C.P.E.T.
20' C.P.E.T.
EX
I
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W
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86
"
39
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CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
\
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K. BURGER
CB / JG
SDG22-6057-00
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101 EXISTING FULLY ACCESSIBLE RESTROOM FACILITY.
102 DENOTES WALL-MOUNTED TACTILE SIGN LOCATION, INDICATING "EXIT".
PROVIDE NEW AS REQUIRED TO MATCH EXISTING. SEE DETAIL 21 ON SHEET
I0.3. AT GLASS APPLICATIONS, PROVIDE CLEAR ADHESIVE FOR SEAMLESS
ADHESION TO GLASS. NO VISIBLE MARKINGS FROM OPPOSITE SIDE.
104 EXISTING 6'-0" X 8'-0" DOUBLE STOREFRONT DOOR SYSTEM WITH LATCH SET TO
REMAIN. RETROFIT DOOR WITH NEW PANIC HARDWARE (AS REQUIRED) AND
PROVIDE ELECTRIFIED HARDWARE FOR NEW CARD READER AT EXTERIOR.
PROVIDE SIGNAGE ABOVE DOOR THAT READS "THIS DOOR TO REMAIN
UNLOCKED DURING BUSINESS HOURS."
106 DENOTES LOCATION OF NEW TENANT SEPARATION WALL.
107 NEW FULLY ACCESSIBLE UNISEX RESTROOM FACILITY WITH REQUIRED WALL
AND DOOR SIGNAGE. SEE DETAIL 22 ON SHEET I0.3.
108 EXISTING EXIT TO REMAIN. PROVIDE NEW EXIT SIGN AT THIS DOOR IF NOT
EXISTING.
109 EXISTING ACCESSIBLE DOOR WITH CODE COMPLIANT HARDWARE TO REMAIN.
CONTRACTOR TO FIELD VERIFY EXISTING DOOR HARDWARE. IF EXISTING DOOR
IS EQUIPPED WITH KEY OPERATED LOCKING DEVICE FROM EGRESS SIDE, THEN
THE FOLLOWING CODE REQUIREMENTS SHALL BE APPLICABLE: THE LOCKING
DEVICE MUST BE READILY DISTINGUISHABLE AS LOCKED. A READILY VISIBLE
DURABLE SIGN MUST BE POSTED ON THE EGRESS SIDE OR ADJACENT TO
DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THE SPACE IS
OCCUPIED." THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING
BACKGROUND. THE USE OF A KEY OPERATED DEVICE IS REVOCABLE BY THE
BUILDING OFFICIAL FOR DUE CAUSE, CBC 1010.1.9.3.
110 ALL EXIT DOORS, INCLUDING SECURITY GRILLES, SHALL BE OPENABLE FROM
THE INSIDE OF TENANT SPACE WITHOUT THE USE OF ANY SPECIAL
KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED. COMPLY WITH
402.8.8 #3, 1010.1.9, 1010.1.9.3 CBC, AND 1010.1.4.4.
112 PROVIDE MEANS OF EGRESS LIGHTING WITH EMERGENCY POWER BACK-UP
SUPPLY TO COMPLY WITH 1008.3 CBC.
113 EXISTING UNISEX RESTROOM FACILITY.
115 THICK DASHED LINE NOTES ACCESSIBLE ROUTES OF TRAVEL FROM PRIMARY
ENTRANCE TO THE BUILDING AND THE PRIMARY PATH OF TRAVEL TO THE
SPECIFIC AREA OF ALTERATION AND AREAS SERVING THE SPECIFIC AREA OF
ALTERATION. ALL SERVICES AND AREAS OF ALTERATION SHALL BE MADE
ACCESSIBLE FOR THE DISABLED (11B-202.4). SEE SHEET A0.3 FOR ACCESSIBLE
DETAILS.
118 NOT AN EXIT. THIS DOOR IS TO REMAIN LOCKED AT ALL TIMES.
119 GENERAL CONTRACTOR TO PROVIDE AND INSTALL WALL-MOUNTED TACTILE
"EXIT ROUTE" SIGN AT LOCATIONS INDICATED. SEE DETAIL 23 ON I0.3.
120 EXISTING WALL-MOUNTED TACTICLE SIGN, INDICATING "EXIT".
1. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL
TIMES THE BUILDING SPACE SERVED BY MEANS OF EGRESS IS OCCUPIED (CBC 1008.2).
2. EXIT SIGNS ARE REQUIRED WHEN TWO OR MORE EXISTS MUST BE PROVIDED PER CBC
1013.3 FOR EXIT SIGN ILLUMINATION REQUIREMENTS.
3. EXITS SHALL NOT PASS THROUGH KITCHENS, STORE ROOMS, OR SPACES USED FOR
SIMILAR PURPOSES, CBC 1016.2.5.
4. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN
OCCUPANT LOAD OF 50 OR MORE, CBC 1010.1.2.1.
5. PANIC HARDWARE, SHALL HAVE THE ACTIVATING MEMBER MOUNTED AT A HEIGHT OF 34"
MINIMUM AND 48" MAXIMUM ABOVE THE FINISHED FLOOR, CBC 1010.1.9.2.
6. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS
ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC
FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL
HAVE NO DOOR KNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY
LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION, CBC 1010.1.9.4. AND 1010.1.9.4.4.
7. BUILDING OCCUPANTS MUST HAVE ACCESS TO TWO EXITS UNLESS ONE EXIT IS
PERMITTED BY CBC TABLE 1003.2.1. OR TABLE 1006.3.2.1.(1) OR 1006.3.2.(2).
8. WHEN MORE THAN EXIT IS REQUIRED, DEAD ENDS SHALL NOT EXCEED LIMITATIONS
ESTABLISHED BY CBC SEC 1020.4.
RESTROOM SUMMARY
MAX. TRAVEL DISTANCE TO EXITS
MAXIMUM TRAVEL DISTANCE TO EXITS (1017.2 SPRINKLERED BUILDING)
B/BUSINESS (OFFICE) .................................................................... 300 FEET MAX.
LEGEND
KEYNOTES:
MAX. COMMON PATH OF TRAVEL
MAX. COMMON PATH OF TRAVEL DISTANCE (1006.2.1 SPRINKLERED BUILDING)
B/BUSINESS (OFFICE) .................................................................... 100 FEET MAX.
EGRESS PLAN NOTES
OCCUPANT LOAD SUMMARY
OCCUPANCY USE
OCCUPANCY
CLASSIFICATION AREA
OCCUPANT
LOAD FACTOR
OCCUPANT
LOAD
BREAK AREA B 455 SF 15 31
PHONE ROOM B 41 SF 150 1
OFFICE B 10,959 SF 150 74
STORAGE B 78 SF 300 1
WAITING B 541 SF 15 37
STORAGE B 178 SF 300 1
CONFERENCE B 246 SF 15 17
STORAGE B 177 SF 300 1
STORAGE B 117 SF 300 1
STORAGE B 62 SF 300 1
CONFERENCE B 552 SF 15 37
TOTALS: 11 13,407 SF 202
SCALE: 1/8" = 1'-0"1FIRST FLOOR OCCUPANCY AND EGRESS PLAN
0 4' 8'16' 32'
1/8"=1'-0"
FIXTURES REQUIRED (BASED ON CPC TABLE 422.1):
WC
.
M
WC
.
W
UR
I
N
A
L
S
LA
V
A
T
O
R
Y
M
LA
V
A
T
O
R
Y
W
DR
I
N
K
I
N
G
F
O
U
N
T
A
I
N
S
OFFICE 13,407 S.F. / 200 = 68 / 2 = 34
TOTAL REQUIRED 1 3 1 1 1 1
TOTAL PROVIDED*2 3 1 2 2 **
*IN ADDITION TO THE EXISTING ACCESSIBLE RESTROOM FACILITIES, TENANT AREA OF
IMPROVEMENT INCLUDES (3) SINGLE FIXTURE ACCESSIBLE RESTROOMS TO BE IN
COMPLIANCE WITH CBC 11B REQUIREMENTS.
**R.O. WATER TO BE THROUGH WATER DISPENSER AT TENANT REFRIGERATOR.
REFRIGERATOR WATER STATION SHALL BE PERMITTED TO BE SUBSTITUTED FOR DRINKING
FOUNTAIN PER CPC SECTION 415.1 AND COMPLIES WITH CBC 11B-211.
EGRESS ANALYSIS
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
1
20
2
3
-
0
3
-
1
6
IS
S
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E
F
O
R
P
L
AN
C
H
E
C
K
C
O
R
R
E
C
T
I
O
N
S
N
MIN EGRESS WIDTH
EGRESS
COMPONENT
DOOR
OCCUPANT
LOAD SERVED
202
MINIMUM
CALCULATED WIDTH
202 * 0.2 = 49.8"
WIDTH PROVIDED
302"
1
1
1
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
39
1
1
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JOB NO.:
DRAWN BY.:
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5
CALIFORNIA GREEN BUILDINGS STANDARDS CODE 2019 - NON-RESIDENTIAL MANDATORY MEASURES
SECTION 5.201 ENERGY EFFICIENCY PERFORMANCE REQUIREMENTS
5.303.3.1 WATER CLOSETS.
5.410.2 COMMISSIONING.
SECTION 5.410 BUILDING MAINTENANCE AND OPERATION
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS.
5.408.1.4 DOCUMENTATION.
5.408.1 CONSTRUCTION WASTE MANAGEMENT.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL
AND RECYCLING
SECTION 5.407 WEATHER RESISTANCE AND MOISTURE MANAGEMENT
5.504.4.1 ADHESIVES, SEALANTS AND CAULKS.
5.504.4 FINISH MATERIAL POLLUTANT CONTROL.
5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION
OF MECHANICAL EQUIPMENT DURING CONSTRUCTION.
SECTION 5.504 POLLUTANT CONTROL
5.410.2.4 FUNCTIONAL PERFORMANCE TESTING.
TABLE 5.504.4.2
SEALANT VOC LIMIT
LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER
TABLE 5.504.4.1
ADHESIVE VOC LIMIT
LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER
CAL Green GENERAL NOTESTABLE 5.504.4.3
VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS
GRAMS OF VOC PER LITER OF COATING, LESS WATER
AND LESS EXEMPT COMPOUNDS 1. THESE DOCUMENTS HAVE BEEN CREATED IN CONFORMANCE WITH DESIGN
RELATED CODE REQUIREMENTS. CONFORMANCE OF CONSTRUCTION-
RELATED ACTIVITIES WITH GOVERNING CODES ARE THE GENERAL
CONTRACTOR'S RESPONSIBILITY, UNLESS OTHERWISE NOTED.
2. THE COST OF AND LIABILITY PROTECTION FOR SERVICES PROVIDED BY THIRD
PARTY COMMISSIONING AGENTS AND SPECIAL INSPECTORS REQUIRED BY
THE AUTHORITY HAVING JURISDICTION SHALL BE A SOLE RESPONSIBILITY OF
THE BUILDING OWNER OR TENANT.
3. ALL MATERIAL AND PRODUCT SUBSTITUTION REQUESTS SHALL BE
SUBMITTED BY THE GENERAL CONTRACTOR TO THE ARCHITECT FOR REVIEW
AND APPROVAL PRIOR TO BID AND/OR PURCHASE AND INSTALLATION. THE
ARCHITECT RESERVES THE RIGHT TO REJECT ANY SUBSTITUTION REQUEST
THAT DOES NOT STRICTLY CONFORM TO THE DESIGN DOCUMENTS OR THEIR
INTENT. UPON REJECTION, THE CONTRACTOR IS REQUIRED TO PROVIDE
SPECIFIED ITEMS AT NO ADDITIONAL COST TO THE OWNER.
4. GENERAL CONTRACTOR IS HIGHLY ENCOURAGED TO REVIEW THE
SAMPLE WORKSHEETS PROVIDED IN CHAPTER 8 OF THE 2019 CALIFORNIA
GREEN BUILDINGS STANDARDS CODE TO PREPARE FOR THE CREATION OF
REQUIRED CONSTRUCTION WASTE MANAGEMENT DOCUMENTS.
5. IN THE EVENT OF ANY DISCREPANCY BETWEEN THIS DOCUMENT AND THE
CURRENT 2019 CALIFORNIA GREEN BUILDINGS STANDARDS CODE AND
AMENDMENTS, THE TEXT OF THE CODE AND AMENDMENTS SHALL GOVERN.
NEWLY CONSTRUCTED PROJECTS AND ADDITIONS WHICH DISTURB LESS THAN
ONE ACRE OF LAND SHALL PREVENT THE POLLUTION OF STORMWATER RUNOFF
FROM THE CONSTRUCTION ACTIVITIES THROUGH ONE OR MORE OF THE
MEASURES DISCRIBED IN SECTION 5.106.1.1 AND 5.106.1.2
5.106.1 STORM WATER POLLUTION PREVENTION
5.106.4 BICYCLE PARKING
COMPLY WITH SECTIONS 5.106.4.1 AND 5.106.4.2: OR MEET LOCAL ORDINANCE,
WHICHEVER IS STRICTER.
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK. (E) PARKING TO REMAIN AS IS.
5.106.4.1.1 SHORT-TERM BICYCLE PARKING
IF THE PROJECT IS ANTICIPATED TO GENERATE VISITOR TRAFFIC, PROVIDE
PERMANENTLY ANCHORED BICYCLE RACKS WITHIN 200 FEET OF THE VISITORS'
ENTRANCE, READILY VISIBLE TO PASSERS-BY, FOR 5 PERCENT OF VISITOR
MOTORIZED VEHICLE PARKING CAPACITY, WITH A MINIMUM OF ONE TWO-BIKE
CAPACITY RACK.
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK. (E) PARKING TO REMAIN AS IS.
5.106.4.1.2 LONG-TERM BICYCLE PARKING
FOR BUILDINGS WITH OVER 10 TENANT-OCCUPANTS, PROVIDE SECURE BICYCLE
PARKING FOR 5 PERCENT OF MOTORIZED VEHICLE PARKING CAPACITY.
ACCEPTABLE PARKING FACILITIES SHALL BE CONVENIENT FROM THE STREET.
SHALL MEET ONE OF THE CRITERIA LISTED IN THIS SECTION.
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK. (E) PARKING TO REMAIN AS IS.
5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES
PROVIDE 10% DESIGNATED PARKING FOR ANY COMBINATION OF LOW-EMITTING,
FUEL-EFFICIENT AND CARPOOL/VAN POOL VEHICLES.
TABLE
5.106.5.2
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK. (E) PARKING TO REMAIN AS IS.
SECTION 5.106 SITE DEVELOPMENT
5.106.8 LIGHT POLLUTION REDUCTION
SEE ELECTRICAL DRAWINGS FOR PHOTOMETRIC STUDY AND FIXTURE TYPES/ CUTOFFS.
CONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR A DRAINAGE SYSTEM
WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING
BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE THOSE
SHOWN IN ITEMS 1 THROUGH 5 LISTED IN THIS SECTION..
5.106.10 GRADING AND PAVING
NO SITE WORK IS PROPOSED IN THIS PROJECT SCOPE.
SEE ELECTRICAL SHEETS FOR COMPLIANCE WITH CURRENT ENERGY PERFORMANCE
DESIGN APPLICABLE TO THE SCOPE OF THIS PROJECT
SECTION 5.303 INDOOR WATER USE
SEE PLUMBING SHEETS FOR METER LOCATION. SUBMETERING PROVIDED AT THIS TIME
ONLY AS REQUIRED FOR THE SCOPE OF THIS PROJECT
5.303.1.1 BUILDINGS IN EXCESS OF 50,000 SF.
SEE PLUMBING DRAWINGS.
5.303.1.2 EXCESS CONSUMPTION.
SEE PLUMBING DRAWINGS.
5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS
SEE PLUMBING DRAWINGS.
5.303.3.2.1 WALL-MOUNTED URINALS.
SEE PLUMBING DRAWINGS.
THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY
BUILDING STANDARDS.
SEPARATE SUBMETERS SHALL BE INSTALLED FOR THE USES DESCRIBED IN SECTION
5.303.1.1 AND 5.303.1.2.
A SEPARATE SUBMETER OR METERING DEVICE SHALL BE PROVIDED FOR ANY
TENANT WITHIN A BUILDING OR WITHIN AN ADDITION THAT IS PROJECTED TO
CONSUME MORE THAN 1,000 GAL/DAY (3800 L/DAY).
PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND
SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING:
THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED
1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED
TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE
SPECIFICATION FOR TANK-TYPE TOILETS.
THE EFFECTIVE FLUSH VOLUME OF ALL FLOOR-MOUNTED URINALS SHALL
NOT EXCEED 0.5 GALLONS PER FLUSH.
5.303.3.3.1 SINGLE SHOWERHEADS.
SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN
1.8 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED
TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE
SPECIFICATION FOR SHOWERHEADS.
5.303.3.3.2 MULTIPLE SHOWERHEADS SERVING ONE
SHOWER.
WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE
COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER
OULETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS
PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW
ONLY ONE SHOWER OULET TO BE IN OPERATION AT A TIME.
5.303.3.4 FAUCETS AND FOUNTAINS.
FOR THOSE OCCUPANCIES WITHIN THE AUTHORITY OF CALIFORNIA BUILDING
STANDARDS COMMISSION AS SPECIFIED IN SECTION 103, THE PROVISIONS OF SECTION
5.303.3 SHALL APPLY TO NEW FIXTURES IN ADDITIONS OR AREAS OF ALTERATION TO
THE BUILDING.
SEE PLUMBING DRAWINGS.
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK.
PROVIDE A WEATHER-RESISTANT EXTERIOR WALL AND FOUNDATION ENVELOPE
AS REQUIRED BY CALIFORNIA BUILDING CODE SECTION 1403.2 AND CALIFORNIA
ENERGY CODE SECTION 150, MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
LOCAL ORDINANCE, WHICHEVER IS MORE STRINGENT.
NO EXTERIOR FACADE WORK IS PROPOSED IN THIS SCOPE OF WORK.
5.407.2 MOISTURE CONTROL
EMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS;
5.407.2.1 SPRINKLERS
PREVENT IRRIGATION SPRAY ON STRUCTURES.
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK.
5.407.2.2 ENTRIES AND OPENINGS
DESIGN EXTERIOR ENTRIES AND OPENINGS TO PREVENT WATER INTUSION INTO
BUILDING.
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK.
5.407.2.2.1 EXTERIOR DOOR PROTECTION.
PRIMARY EXTERIOR ENTRIES SHALL BE COVERED TO PREVENT WATER INTRUSION
BY USING NONABSORBENT FLOOR AND WALL FINISHES WITHIN AT LEAST 2 FEET
AROUND AND PERPENDICULAR TO SUCH OPENINGS PLUS AT LEAST ONE OF THE
ITEMS 1 THROUGH 4 LISTED IN THIS SECTION.
5.407.2.2.2 FLASHING.
RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE
NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE
WITH SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET LOCAL CONSTRUCTION
AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE
STRINGENT.
CONTRACTOR TO DEVELOP CONSTRUCTION WASTE MANAGEMENT PLAN AND SUBMIT IT
TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
5.408.1.1 CONSTRUCTION WASTE MANAGEMENT PLAN.
(MANDATORY)
WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND
DEMOLITION WASTE MANAGEMENT ORDINANCE THAT IS MORE STRINGENT,
SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN THAT COMPLIES WITH
ITEMS 1 THROUGH 4 OF THIS SECTION.
CONTRACTOR TO DEVELOP CONSTRUCTION WASTE MANAGEMENT PLAN AND
SUBMIT IT TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
5.408.1.2 WASTE MANAGEMENT COMPANY.
CONTRACTOR TO DEVELOP CONSTRUCTION WASTE MANAGEMENT PLAN AND
SUBMIT IT TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
5.408.1.3 WASTE STREAM REDUCTION ALTERNATIVE.
THE COMBINED WEIGHT OF NEW CONSTRUCTION DISPOSAL THAT DOES NOT
EXCEED TWO POUNDS PER SQUARE FOOT OF BUILDING AREA MAY BE DEEMED TO
MEET THE 50 PERCENT MINIMUM REQUIREMENT AS APPROVED BY THE ENFORCING
AGENCY.
CONTRACTOR TO DEVELOP CONSTRUCTION WASTE MANAGEMENT PLAN AND
SUBMIT IT TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH
DEMONSTRATES COMPLIANCE WITH SECTIONS 5.408.1.1 THROUGH 5.408.1.3. THE WASTE
MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE ACCESSIBLE
DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY.
CONTRACTOR TO DEVELOP CONSTRUCTION WASTE MANAGEMENT PLAN AND
SUBMIT IT TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
100 PERCENT OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND
SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR
RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE STICKPILED ON
SITE UNTIL THE STORAGE SITE IS DEVELOPED.
NO SITE WORK IS PROPOSED IN THIS PROJECT SCOPE.
TI SPECIFICATIONS TO COMPLY.
PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING AND
ARE IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF
NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER,
CORRUGATED CARDBOARD, GLASS, PLASTICS AND METALS OR MEET A LAWFULLY
ENACTED LOCAL RECYCLING ORDINANCE, IF MORE RESTRICTIVE.
FOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER, BUILDING
COMMISSIONING SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION
PROCESS OF THE BUILDING PROJECT TO VERIFY THAT THE BUILDING SYSTEMS
AND COMPONENTS MEET THE OWNER'S OR OWNER REPRESENTATIVE'S
PROJECT REQUIREMENTS. COMMISSIONING SHALL BE PERFORMED IN
ACCORDANCE WITH THIS SECTION BY TRAINED PERSONNEL WITH EXPERIENCE
ON PROJECTS OF COMPARABLE SIZE AND COMPLEXITY. COMMISSIONING
REQUIREMENTS SHALL INCLUDE: ITEMS 1 THROUGH 7 LISTED IN THIS SECTION.
EXCEPTIONS:
1. UNCONDITIONED WAREHOUSES OF ANY SIZE.
2. AREAS UNDER 10,000 SQUARE FEET USED FOR OFFICES OR OTHER
CONDITIONED ACCESSORY SPACES WITHIN UNCONDITIONED WAREHOUSES.
3. TENANT IMPROVEMENTS UNDER 10,000 SQUARE FEET AS DESCRIBED IN
SECTION 303.1.1.
4. OPEN PARKING GARAGES OF ANY SIZE, OR OPEN PARKING GARAGE AREAS, OF
ANY SIZE, WITHIN A STRUCTURE.
TI SPECIFICATIONS TO COMPLY.
5.410.2.1 OWNER'S OR OWNER REPRESENTATIVE'S PROJECT
REQUIREMENTS (OPR).
THE EXPECTATIONS AND REQUIREMENTS OF THE BUILDING APPROPRIATE
TO ITS PHASE SHALL BE DOCUMENTED BEFORE THE DESIGN PHASE OF THE
PROJECT BEGINS. THIS DOCUMENTATION SHALL INCLUDE ITEMS 1 THROUGH
6 LISTED IN THIS SECTION.
TI SPECIFICATIONS TO COMPLY.
5.410.2.2 BASIS OF DESIGN (BOD).
A WRITTEN EXPLANATION OF HOW THE DESIGN OF THE BUILDING SYSTEMS
MEETS THE OPR SHALL BE COMPLETED AT THE DESIGN PHASE OF THE
BUILDING PROJECT. THE BASIS OF DESIGN DOCUMENT SHALL COVER ITEMS 1
THROUGH 6 LISTED IN THIS SECTION.
5.410.2.3 COMMISSIONING PLAN
A COMMISSIONING PLAN DESCRIBING HOW THE PROJECT WILL BE
COMMISSIONED SHALL INCLUDE ITEMS LISTED IN SECTION 5.410.2.3.
FUNCTIONAL PERFORMANCE TEST SHALL DEMONSTRATE THE CORRECT
INSTALLATION AND OPERATION OF EACH COMPONENT, SYSTEM AND
SYSTEM-TO-SYSTEM INTERFACE IN ACCORDANCE WITH THE APPROVED PLANS
AND SPECIFICATIONS. FUNTIONAL PERFORMANCE TESTING REPORTS SHALL
CONTAIN INFORMATION ADDRESSING EACH OF THE BUILDING COMPONENTS
TESTED, THE TESTING METHODS UTILIZD, AND INCLUDE ANY READINGS AND
ADJUSTMENTS MADE.
TI SPECIFICATIONS TO COMPLY.
SECTION 5.503 FIREPLACES
INSTALL ONLY A DIRECT-VENT SEALED-COMBUSTION GAS OR SEALED
WOOD-BURNING FIREPLACE OR A SEALED WOODSTOVE AND REFER TO
RESIDENTIAL REQUIREMENTS IN THE CALIFORNIA ENERGY CODE, TITLE 24,
PART 6, SUBCHAPTER 7, SECTION 150.
N/A.
5.503.1.1 WOODSTOVES.
WOODSTOVES SHALL COMPLY WITH US EPA PHASE II EMISSION LIMITS.
TI SPECIFICATIONS TO COMPLY.
AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE
CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING
AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR
DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE,
PLASTIC, SHEETMETAL, OR OTHER METHODS ACCEPTABLE TO THE
ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS
WHICH MAY ENTER THE SYSTEM.
FINISH MATERIALS SHALL COMPLY WITH SECTIONS 5.504.4.1 THROUGH
5.504.4.4.
TI SPECIFICATIONS TO COMPLY.
TI SPECIFICATIONS TO COMPLY.
TI SPECIFICATIONS TO COMPLY.
5.504.4.3 PAINTS AND COATINGS.
ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN
TABLE 1 OF THE ARB ARCHITECTURAL COATINGS SUGGESTED CONTROL
MEASURE, AS SHOWN IN TABLE 5.504.4.3, UNLESS MORE STRINGENT LOCAL
LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET
THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN
TABLE 5.504.4.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A
FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS,
AS DEFINED IN SUBSECTIONS 4.21, 4.36 AND 4.37 OR THE 007 CALIFORNIA AIR
RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE
ORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN
TABLE 5.504.4.3 SHALL APPLY.
THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION
IF NECESSARY TO CONDITION THE BUILDING OR AREAS OF ADDITION OR
ALTERATION WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND
EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING
CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY
REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999, OR AN AVERAGE
EFFICIENCY OF 30 PERCENT BASED ON ASHRAE 52.1-1992. REPLACE ALL
FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS
OCCUPIED DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION.
5.504.4.3.2 VERIFICATION.
VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE
REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS
NOT LIMITED TO, THE FOLLOWING:
1. MANUFACTURER'S PRODUCT SPECIFICATION
2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS
SUBMITTAL AVAILABLE UPON REQUEST.
5.504.4.4 CARPET SYSTEMS.
ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF
THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING
AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES
USING ENVIRONMENTAL CHAMBERS," VERSION 1.2, JANUARY 2017 (EMISSION TESTING
METHOD FOR CALIFORNIA SPECIFICATION 01350).
5.504.4.4.2 CARPET ADHESIVE.
ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 5.504.4.1.
5.504.4.5. COMPOSITE WOOD PRODUCTS.
5.504.4.5.3 DOCUMENTATION.
HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD
COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE
BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN
TABLE 5.504.4.5
TI SPECIFICATIONS TO COMPLY.
VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS
REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT
LEAST ONE OF THE ITEMS 1 THROUGH 5 LISTED IN SECTION 5.504.4.5.3.
DOCUMENTATION AVAILABLE UPON REQUEST.
5.504.4.6 RESILIENT FLOORING SYSTEMS.
WHERE RESILIENT FLOORING IS INSTALLED AT LEAST 80 PERCENT OF FLOOR AREA
RECEIVING RESILIENT FLOORING SHALL MEET THE REQUIREMENTS OF THE
CALIFORNIA DEPARTMENT OF PULBIC HEALTH, "STANDARD METHOD FOR THE
TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM
INDOOR SOURCES USING ENVIROMENTAL CHAMBERS." VERSION 1.2, JANUARY 2017
(EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350).
5.504.4.6.1 VERIFICATION OF COMPLIANCE.
DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT RESILIENT FLOORING
MATERIALS MEET THE POLLUTANT EMISSION LIMITS.
TI SPECIFICATIONS TO COMPLY.
5.504.5.3 FILTERS.
IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS
OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT
PROVIDES AT LEAST A MERV OF 8. MERV 8 FILTERS SHALL BE INSTALLED PRIOR TO
OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE
SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL.
TI SPECIFICATIONS TO COMPLY.
5.106.5.3 ELECTRIC VEHICLE (EV) CHARGING
5.106.5.3.2 MULTIPLE CHARGING SPACE REQUIREMENTS
TABLE
5.106.5.3.3
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK. (E) PARKING TO REMAIN
AS IS.
5.106.5.3.3 EV CHARGING SPACE CALCULATION
5.106.5.3.4 [N] IDENTIFICATION.
THE SERVICE PANEL OR SUBPANEL(S) CIRCUIT DIRECTORY SHALL IDENTIFY
THE RESERVED OVERCURRENT PROTECTIVE DEVICE SPACE(S) FOR FUTURE
EV CHARGING AS " EV CAPABLE". THE RACEWAY TERMINATION LOCATION
SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE."
5.106.5.3.5 [N].
FUTURE CHARGING SPACES QUALIFY AS DESIGNATED PARKING AS
DESCRIBED IN SECTION 5.106.5.2 DESIGNATED PARKING.
NOTES:
1. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION ADOPTS AND
PUBLISHES THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES ( CALIFORNIA MUTCD) TO PROVIDE UNIFORM STANDARDS AND
SPECIFICATIONS FOR ALL OFFICIAL TRAFFIC CONTROL DEVICES IN
CALIFORNIA. ZERO EMISSION VEHICLE SIGNS AND PAVEMENT MARKINGS
CAN BE FOUND IN THE NEW POLICIES AND DIRECTIVES NUMBER 13-01.
www.dot.ca.gov/hq/traffops/policy/13-01.pdf
2. SEE VEHICLE CODE SECTION 22511 FOR EV CHARGING SPACES SIGNAGE
IN OFF-STREET PARKING FACILITIES AND FOR USE OF EV CHARGING
SPACES.
3. THE GOVERNOR'S OFFICE OF PLANNING AND RESEARCH PUBLISHED A
ZERO-EMISSION VEHICLE COMMUNITY READINESS GUIDEBOOK WHICH
PROVIDES HELPFULL INFORMATION FOR LOCAL GOVERNMENTS,
RESIDENTS AND BUSINESSES.
www.opr.ca.gov/docs/zev_guidebook.pdfwww.opr.ca.gov/docs/zev_guidebook.pdf
5.303.5 AREAS OF ADDITION OR ALTERATION.
5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS.
PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE
CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS
REFERENCED IN TABLE 1401.1 OF THE CALIFORNIA PLUMBING CODE AND IN CHAPTER
6 OF THIS CODE.
ALL ADDITIONS CONDUCTED WITHIN A 12-MONTH PERIOD UNDER SINGLE
OR MULTIPLE PERMITS, RESULTING IN AN INCREASE OF 30 PERCENT OR
MORE IN FLOOR AREA, SHALL PROVIDE RECYCLING AREAS ON SITE.
EXCEPTION:
ADDITIONS WITHIN A TENANT SPACE RESULTING IN LESS THAN A 30-PERCENT
INCREASE IN THE TENANT SPACE FLOOR AREA.
5.410.1.1 ADDITIONS. [A]
5.410.1.2 SAMPLE ORDINANCE.
SPACE ALLOCATION FOR RECYCLING AREAS SHALL COMPLY WITH CHAPTER 18,
PART 3, DIVISION 30 OFTHE PUBLIC RESOURCES CODE. CHAPTER 18 IS KNOWN AS
THE CALIFORNIA SOLID WASTE REUSE AND RECYCLING ACCESS ACT OF 1991 (ACT).
NOTE:
A SAMPLE ORDINANCE FOR USE BY LOCAL AGENCIES MAY BE FOUND IN
5.410.1 RECYCLING BY OCCUPANTS.
TABLE 5.504.4.5
FORMALDEHYDE LIMITS
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION.
*(MAX. 5/16" THICK)
5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS.
LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT
MORE THAN 0.5 GALLONS PER MINUTE AT 60 PSI.
5.303.3.4.2 KITCHEN FAUCETS.
KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8
GALLONS PER MINUTE AT 60PSI. KITCHEN FAUCETS MAY TEMPORARILY
INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2
GALLONS PER MINUTE AT 60PSI, AND MUST DEFAULT TO A MAXIMUM FLOW
RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI.
5.303.3.4.3 WASH FOUNTAINS.
WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF
NOT MORE THAN 1.8 GALLONS PER MINUTE/20 [RIM SPACE (INCHES) AT 60 PSI].
5.303.3.4.4 METERING FAUCETS
METERING FAUCETS SHALL NOT DELIVER MORE THAN 0.20 GALLONS PER CYCLE.
5.303.3.4.5 METERING FAUCETS FOR WASH FOUNTAINS
METERING FAUCETS FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW
RATE OF NOT MORE THAN 0.20 GALLONS PER MINUTE/20 [RIM SPACE (INCHES) AT
60 PSI].
NOTE:
WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS
MAY BE USED TO ACHIEVE REDUCTION.
SEE PROJECT SPECIFICATIONS.
5.504.4.3.1 AEROSOL PAINTS AND COATINGS.
AEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC IN
SECTION 94522(a)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON
USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN
SECTIONS 94522(c)(2) AND (d)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17,
COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF
THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH
THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8 RULE 49.
CONSTRUCTION SHALL COMPLY WITH SECTION 5.106.5.3.1
OR SECTION 5.106.5.3.2 TO FACILITATE FUTURE
INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT
(EVSE).
TABLE 5.106.5.3.3 SHALL BE USED TO DETERMINE IF SINGLE OR MULTIPLE
CHARGING SPACE REQUIREMENTS APPLY FOR THE FUTURE INSTALLATION OF
EVSE.
EXCEPTIONS: ON A CASE BY CASE BASIS, WHERE THE LOCAL ENFORCING
AGENCY HAS DETERMINED EV CHARGING AND INFRASTRUCTURE IS NOT
FEASIBLE DUE TO ONE OF THE FOLLOWING:
1. WHEN THERE IS INSUFFICIENT ELECTRICAL SUPPLY.
2. WHEN THERE IS EVIDENCE SUITABLE TO THE LOCAL ENFORCING AGENCY
SUBSTANTIATING THAT ADDITIONAL LOCAL UTILITY INFRASTRUCTURE
DESIGN REQUIREMENTS, DIRECTLY RELATED TO THE IMPLEMENTATION OF
SECTION 5.106.5.3, MAY ADVERSELY IMPACT THE CONSTRUCTION COST OF
THE PROJECT.
INSTALL FLASHINGS INTEGRATED WITH A DRAINAGE PLANE.
INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER
INDICATING THE MERV RATING.
5.504.5.3.1 LABELING.
TOTAL NUMBER OF CLEAN AIR VEHICLE
PARKING SPACES REQUIRED NUMBER OF REQUIRED SPACES
0-9 0
10-25 3
26-50 6
51-75 9
76-100 12
101-150 18
151-200 21
201 AND OVER AT LEAST 12 PERCENT OF TOTAL
TOTAL NUMBER OF
PARKING SPACES
NUMBER OF REQUIRED EV
CHARGING SPACES
0-9 0
10-25
26-50
2
51-75
4
76-100
7
101-150
9
151-200
13
200 AND OVER 10 PERCENT OF TOTAL
ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILES ADHESIVES 65
VCT AND ASPHALTS TILE ADHESIVES 50
DRYWALL AND PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVE NOT SPECIFICALLY USED 50
SPECIALITY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBRANE ADHESIVE 140
TOP AND TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
SEALANTS CURRENT VOC LIMIT.
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE - PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
COATING CATEGORY CURRENT VOC LIMIT
FLAT COATING 50
NONFLAT COATING 100
NONFLAT HIGH GLOSS COATING 150
SPECIALTY COATING
ALUMINUM ROOF COATING 400
BASEMENT SPECIALITY COATING 400
BITUMINOUS ROOF COATING 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/ MASONARY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUND 250
GRAPHIC ART COATINGS (SIGN PAINT) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLORS COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS AND UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:
CLEAR 730
OPAQUE 550
SPECIALITY PRIMERS, SEALERS AND UNDERCOATERS: 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOLS COATING 340
TRAFFICS MARKING COATINGS 100
TUB AND TILE REFINISH COATINGS 420
WATER PROOFING MEMBRANES 250
WOOD COATING 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD* 0.13
THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT
EXCEED 0.125 GALLONS PER FLUSH
5.303.3.2.2 FLOOR-MOUNTED URINALS.
5.303.4.1 FOOD WASTE DISPOSER
DISPOSERS SHALL EITHER MODULATE THE USE OF WATER TO NO MORE
THAN 1 GPM WHEN THE DISPOSER IS NOT IN USE (NOT ACTIVELY
GRINDING FOOD WASTE/NO-LOAD) OR SHALL AUTOMATICALLY SHUT OFF
AFTER NO MORE THAN 10 MINUTES OF INACTIVITY. DISPOSERS SHALL
USE NO MORE THAN 8 GPM OF WATER.
5.408.2 UNIVERSAL WASTE. [A]
GENERAL CONTRACTOR TO PROPERLY DISPOSE OF AND DIVERT FROM
LANDFILLS UNIVERSAL WASTE ITEMS SUCH AS FLUORESCENT LAMPS AND
BALLAST AND MERCURY CONTAINING THERMOSTATS AS WELL AS OTHER
CALIFORNIA PROHIBITED UNIVERSAL WASTE MATERIALS AS MENTIONED IN THE
CALIFORNIA UNIVERSAL WASTE RULE DOCUMENT:
http://www.dtsc.ca.gov/lawregspolicies/regs/upload/oeara_regs_uwr_finaltext.pdf
1. ADHESIVES, ADHESIVE BONDING PRIMERS ADHESIVE PRIMERS, SEALANTS,
SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL
AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES
WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN
TABLES 5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH
THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS
(CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE,
PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL
PRODUCTS AS SPECIFIED IN SUBSECTION 2, BELOW.
2 AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND
SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS
PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT
CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE
VOC STANDARDS AND OTHER EQUIREMENTS, INCLUDING PROHIBITIONS ON
USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF
REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.
5.304.2 OUTDOOR WATER USE IN LANDSCAPE AREAS EQUAL
TO OR GREATER THAN 500 SF.
5.304.3 OUTDOOR WATER USE IN REHABILITATED
LANDSCAPE PROJECTS EQUAL TO OR GREATER THAN 2,500 SF.
5.304.4 OUTDOOR WATER USE IN LANDSCAPE AREAS OF
2,500 SF OR LESS.
5.304.5 GRAYWATER OR RAINWATER USE IN LANDSCAPE
AREAS.
5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE
AREAS.
UTILIZE A WASTE MANAGEMENT COMPANY THAT CAN PROVIDE VERIFIABLE
DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION AND DEMOLITION
WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH THIS SECTION
EXCEPTIONS TO SECTION 5.408.1.1 AND 5.4081.2:
1. EXCAVATED SOIL AND LAND-CLEARING DEBRIS
2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH
LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF
COMPLIANCE WITH THIS ITEM DO NOT EXIST.
3. DEMOLITION WASTE MEETING LOCAL ORDINANCE OR CALCULATED IN
CONSIDERATION OF LOCAL RECYCLING FACILITIES AND MARKETS.
OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH
THE FOLLOWING:
1. THE MINIMUM REQUIREMENTS IN THE CALIFORNIA ENERGY CODE FOR LIGHTING
ZONES 0-4 AS DEFINED IN CHAPTER 10, SECTION 10-114 OF THE CALIFORNIA
ADMINISTRATIVE CODE; AND
2. BACKLIGHT (B) RATINGS AS DEFINED IN IES TM-15-11 (SHOWN IN TABLE A-1 IN
CHAPTER 8);
3. UPLIGHT AND GLARE RATINGS AS DEFINED IN CALIFORNIA ENERGY CODE (SHOWN IN
TABLES 130.2-A AND 130.2-B IN CHAPTER 8) AND
4. ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN TABLE 5.106.8 [N], OR
COMPLY WITH A LOCAL ORDINANCE LAWFULLY ENACTED PURSUANT TO SECTION
101.7, WHICHEVER IS MORE STRINGENT.
EXCEPTIONS:
1. LUMINAIRES THAT QUALIFY AS EXCEPTIONS IN SECTIONS 130.2(B) AND 140.7 OF THE
CALIFORNIA ENERGY CODE.
2. EMERGENCY LIGHTING.
3. BUILDING FACADE MEETING THE REQUIREMENTS IN TABLE 140.7-B OF THE CALIFORNIA
ENERGY CODE, PART 6.
4. CUSTOM LIGHTING FEATURES AS ALLOWED BY THE LOCAL ENFORCING AGENCY, AS
PERMITTED BY SECTION 101.8 ALTERNATE MATERIALS, DESIGNS AND METHODS OF
CONSTRUCTION.
5. LUMINAIRES WITH LESS THAN 6,200 INITIAL LUMINAIRE LUMENS.
SEPARATE SUBMETERS SHALL BE INSTALLED AS FOLLOWS:
1. FOR EACH INDIVIDUAL LEASED, RENTED OR OTHER TENANT SPACE WITHIN THE
BUILDING PROJECTED TO CONSUME MORE THAN 100 GAL/DAY.
2. WHEN SEPARATE SUBMETERS FOR INDIVIDUAL BUILDING TENANTS ARE
UNFEASIBLE, FOR WATER SUPPLIED TO THE FOLLOWING SUBSYSTEMS:
A. MAKEUP WATER FOR COOLING TOWERS WHERE FLOW THROUGH IS GREATER 500
GPM (30L/S)
B. MAKEUP WATER FOR EVAPORATIVE COOLERS GREATER THAN 6GPM (0.04L/S)
C. STEAM AND HOT-WATER BOILERS WITH ENERGY INPUT MORE THAN 500,000 BTU/H
(147 KW)
WHEN MULTIPLE CHARGING SPACES ARE REQUIRED PER TABLE 5.106.5.3.3
RACEWAYS ARE REQUIRED TO BE INSTALLED AT THE RTIME OF
CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
CALIFORNIA ELECTRICAL CODE. CONSTRUCTION PLANS AND SPECIFICATIONS
SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
1. THE TYPE AND LOCATION OF THE EVSE.
2. THE RACEWAYS SHALL ORIGINATE AT A SERVICE PANEL OR A SUBPANEL
SERVING THE AREA, AND SHALL TERMINATE IN CLOSE PROXIMITY TO THE
PROPOSED LOCATION OF THE CHARGING EQUIPMENT AND INTO LISTED
SUITABLE CABINETS, BOXES, ENCLOSURES, OR EQUIVALENT.
3. PLAN DESIGN SHALL BE BASED UPON 40-AMPERE MINIMUM BRANCH
CIRCUITS.
4. ELECTRICAL CALCULATIONS SHALL SUBSTANTIATE THE DESIGN OF THE
ELECTRICAL SYSTEM, TO INCLUDE THE RATING OF EQUIPMENT AND ANY
ON-SITE DISTRIBUTION TRANSFORMERS AND HAVE SUFFICIENT CAPACITY TO
SIMULTANEOUSLY CHARGE ALL REQUIRED EV'S AT ITS FULL RATED
AMPERAGE.
5. THE SERVICE PANEL OR SUBPANEL SHALL HAVE SUFFICIENT CAPACITY TO
ACCOMMODATE THE REQUIRED NUMBER OF DEDICATED BRANCH CIRCUITS
FOR THE FUTURE INSTALLATION OF THE EVSE.
5.106.1.1 LOCAL ORDINANCE
5.106.1.2 BEST MANAGEMENT PRACTICES (BMP)
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK. (E) PARKING TO REMAIN AS IS.
5.106.5.2.1 PARKING STALL MARKING
NO SITE WORK PROPOSED IN THIS SCOPE OF WORK. (E) PARKING TO REMAIN AS IS.
5.106.5.3.1 SINGLE CHARGING SPACE REQUIREMENTS
WHEN ONLY A SINGLE CHARGING SPACE IS REQUIRED PER TABLE 5.106.5.3.3, A
RACEWAY IS REQUIRED TO BE INSTALLED AT THE TIME OF CONSTRUCTION.
CONSTRUCTION PLANS AND SPECIFICATIONS SHALL INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOWING:
1. THE TYPE AND LOCATION OF THE EVSE.
2. THE LISTED RACEWAY CAPABLE OF ACCOMODATING A 208/240-VOLT
DEDICATED BRANCH CIRCUIT.
3. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1" .
4. THE RACEWAY SHALL ORIGINATE AT A SERVICE PANEL OR SUBPANEL SERVING
THE AREA, AND SHALL TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED
LOCATION OF THE CHARGING EQUIPMENT.
5. THE SERVICE PANEL OR SUBPANEL SHALL HAVE SUFFICIENT CAPACITY TO
ACCOMMODATE A MINIMUM 40-AMPERE DEDICATED BRANCH CIRCUITS
FOR THE FUTURE INSTALLATION OF THE EVSE.
TI SPECIFICATIONS TO COMPLY.
TI SPECIFICATIONS TO COMPLY.
ARCHITECTURAL
SECTION 5.304 OUTDOOR WATER USE
SEE PLUMBING DRAWINGS.
COMPLY WITH LAWFULLY ENACTED STORMWATER MANAGEMENT AND/OR EROSION
CONTROL ORDINANCE.
PREVENT THE LOSS OF SOIL THROUGH WIND OR WATER EROSION BY IMPLEMENTING
AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL AND GOOD
HOUSEKEEPING BMP's.
COMPLY WITH ALL LAWFULLY ENACTED STORMWATER DISCHARGE REGULATIONS FOR
PROJECTS THAT (1) DISTURB ONE ACRE OR MORE OF LAND, OR (2) DISTURB LESS THAN
ONE ACRE OF LAND BUT ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR
SALE. SEE SECTION 5.106.2 FOR FULL DESCRIPTION OF REQUIREMENTS.
REFER TO THE CURRENT APPLICABLE PERMITS ON THE STATE WATER RESOURCES
CONTROL BOARD WEBSITE AT: www.waterboards.ca.gov/constructionstormwater
5.106.2 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT
DISTURB ONE OR MORE ACRES OF LAND
5.106.4.1.3
FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE TENANT-OCCUPANT
VEHICULAR PARKING SPACES, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT
OF THE TENANT VEHICULAR PARKING SPACES BEING ADDED, WITH A MINIMUM OF
ONE BICYCLE PARKING FACILITY.
5.201.1 SCOPE.
5.303.1 METERS.
5.303.3.2 URINALS.
5.303.3.3 SHOWERHEADS.
5.303.4 COMMERCIAL KITCHEN EQUIPMENT.
5.407.1 WEATHER PROTECTION
5.410.1 RECYCLING BY OCCUPANTS.
5.503.1 GENERAL
N/A.
5.504.1 TEMPORARY VENTILATION.
SEE PROJECT SPECIFICATIONS.
SEE _________________________.
18
5.106.8.1 FACING - BACKLIGHT.
LUMINAIRES WITHIN 2MH OF A PROPERTY LINE SHALL BE ORIENTED SO THAT THE
NEAREST PROPERTY LINE IS BEHIND THE FIXTURE, AND SHALL COMPLY WITH THE
BACKLIGHT RATING SPECIFIED IN TABLE 5.106.8 BASED ON THE LIGHTING ZONE
AND DISTANCE TO THE NEAREST POINT OF THAT PROPERTY LINE.
EXCEPTION CORNERS:IF TWO PROPERTY LINES (OR TWO SEGMENTS OF THE
SAME PROPERTY LINE) HAVE EQUIDISTANT POINTS TO THE LUMINAIRE, THEN THE
LUMINAIRE MAY BE ORIENTED SO THAT THE INTERSECTION OF THE TWO LINES
(THE CORNER) IS DIRECTLY BEHIND THE LUMINAIRE. THE LUMINAIRE SHALL STILL
USE THE DISTANCE TO THE NEAREST POINT(S) ON THE PROPERTY LINES TO
DETERMINE THE REQUIRED BACKLIGHT RATING.
5.106.8.2 FACING - GLARE.
FOR LUMINAIRES COVERED BY 5.106.8.1, IF A PROPERTY LINE ALSO EXISTS WITHIN
OR EXTENDS INTO THE FRONT HEMISPHERE WITHIN 2MH OF THE LUMINAIRE THEN
THE LUMINAIRE SHALL COMPLY WITH THE MORE STRINGENT GLARE RATING
SPECIFIED IN TABLE 5.106.8 BASED ON THE LIGHTING ZONE AND DISTANCE TO THE
NEAREST POINT ON THE NEAREST PROPERTY LINE WITHIN THE FRONT HEMISPHERE
5.303.3.4.6 PRE-RINSE SPRAY VALVE.
WHEN INSTALLED, SHALL MEET THE REQUIREMENTS IN THE CALIFORNIA CODE
OF REGULATIONS, TITLE 20 (APPLIANCE EFFICIENCY REGULATIONS), SECTION
1605.1(h)(4) TABLE H-2, SECTION 1605.3(h)(4)(A), AND SECTION 1607(d)(7), AND
SHALL BE EQUIPPED WITH AN INTEGRAL AUTOMATIC SHUTOFF.
FOR REFERENCE ONLY: THE FOLLOWING TABLE AND CODE SECTION HAVE BEEN
REPRINTED FROM THE CALIFORNIA CODE OF REGULATIONS, TITLE 20
(APPLIANCE EFFICIENCY REGULATIONS), SECTION 1605.1 (h)(4) AND SECTIONS
1605.3 (h)(4)(A).
TABLE H2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALVES
MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[SPRAY FORCE IN OUNCE FORCE (OZF)]
MAXIMUM FLOW RATE
(GPM)
PRODUCT CLASS 1 (≤5.0 OZF)1.00
PRODUCT CLASS 2 (> 5.0 OZF AND ≤8.0 OZF)1.20
PRODUCT CLASS 1 (> 8.0 OZF)1.28
TITLE 20 SECTION 1605.3(h)(4)(A): COMMERCIAL PRE-RINSE SPRAY VALVES
MANUFACTURED ON OR AFTER JANUARY 1, 2006, SHALL HAVE A MINIMUM SPRAY
FORCE OF NOT LESS THAN 4.0 OUNCES-FORCE (OZF) [113 GRAMS-FORCE (GF].
5.504.4.4.1 CARPET CUSHION.
ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE
REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD
METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL
EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.2,
JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350).
SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR
CERTIFICATION PROGRAMS AND TESTING LABS.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLEB/IAQ/Pages/VOC.aspx
#material
SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEB- SITE FOR
CERTIFICATION PROGRAMS AND TESTING LABS.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#
material
SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR
CERTIFICATION PROGRAMS AND TESTING LABS.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#
material
5.410.2.6 COMMISSIONING REPORT.
5.410.2.5.2 SYSTEMS OPERATIONS TRAINING.
5.410.2.5.1 SYSTEMS MANUAL.
5.410.2.5 DOCUMENTATION AND TRAINING.
A SYSTEM MANUAL AND SYSTEMS OPERATIONS TRAINING ARE
REQUIRED.INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)
REQUIREMENTS IN CALIFORNIA CODE OF REGULATIONS. TITLE 8, SECTION
5142, AND OTHER RELATED REGULATIONS
TI SPECIFICATIONS TO COMPLY.
THE SYSTEMS MANUAL SHALL BE DELIVERED TO THE BUILDING OWNER OR
REPRESENTATIVE AND FACILITES OPERATOR AND SHALL INCLUDE ITEMS LISTED
IN SECTION 5.410.2.5.1.
A PROGRAM FOR TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR
EACH EQUIPMENT TYPE AND/OR SYSTEM SHALL BE DEVELOPED AND SHALL
INCLUDE ITEMS LISTED IN SECTION 5.410.2.5.2.
A REPORT OF COMMISSIONING PROCESS ACTIVITIES UNDERTAKEN THROUGH
THE DESIGN AND CONSTRUCTION PHASES OF THE BUILDING PROJECT SHALL BE
COMPLETED AND PROVIDED TO THE OWNER OR REPRESENTATIVE.
TI SPECIFICATIONS TO COMPLY.
TI SPECIFICATIONS TO COMPLY.
TI SPECIFICATIONS TO COMPLY.
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CB / JG
SDG22-6057-00
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5
CALIFORNIA GREEN BUILDINGS STANDARDS CODE 2019 - NON-RESIDENTIAL
MANDATORY MEASURES
5.507.4.3 INTERIOR SOUND TRANSMISSION
WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES AND TENANT
SPACES AND PUBLIC PLACES SHALL HAVE AN STC OF AT LEAST 40.
TI SPECIFICATIONS TO COMPLY.
SECTION 5.508 OUTDOOR AIR QUALITY
5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS.
INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT
SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2.
TI SPECIFICATIONS TO COMPLY.
5.508.1.1 CHLOROFLUOROCARBONS (CFCs).
INSTALL HVAC AND REFRIGERATION EQUIPMENT THAT DOES NOT CONTAIN CFCS.
TI SPECIFICATIONS TO COMPLY.
5.508.1.2 HALONS.
SEE FIRE PROTECTION DRAWINGS - SUBMITTED UNDER SEPARATE PERMIT.
INSTALL FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS.
5.508.2 SUPERMARKET REFRIGERANT LEAK REDUCTION.
NEW COMMERCIAL REFRIGERATION SYSTEMS SHALL COMPLY WITH THE PROVISIONS
OF THIS SECTION WHEN INSTALLED IN RETAIL FOOD STORES 8,000 SQUARE FEET OR
MORE CONDITIONED AREA, AND THAT UTILIZE EITHER REFRIGERATED DISPLAY CASES,
OR WALK- IN COOLERS OR FREEZERS CONNECTED TO REMOTE COMPRESSOR UNITS
OR CONDENSING UNITS. THE LEAK REDUCTION MEASURES APPLY TO REFRIGERATION
SYSTEMS CONTAINING HIGH-GLOBAL-WARMING POTENTIAL (HIGH-GWP) REFRIGERANTS
WITH A GWP OF 150 OR GREATER. NEW REFRIGERATION SYSTEMS INCLUDE BOTH NEW
FACILITIES AND THE REPLACEMENT OF EXISTING REFRIGERATION SYSTEMS IN
EXISTING FACILITIES. SEE SUBSECTIONS OF SUBSECTION 5.508.2 FOR DETAILED
REQUIREMENTS AND EXCEPTIONS.
5.507.4.1.1 NOISE EXPOSURE WHERE NOISE CONTOURS ARE NOT
READILY AVAILABLE
BUILDINGS EXPOSED TO A NOISE LEVEL OF 65 dB Leq-1-Hr DURING ANY HOUR OF
OPERATION SHALL HAVE EXTERIOR WALL AND ROOF-CEILING ASSEMBLIES
EXPOSED TO THE NOISE SOURCE MEETING A COMPOSITE STC RATING OF AT
LEAST 45 (OR OITC 35), WITH EXTERIOR WINDOWS OF A MINIMUM STC OF 40 (OR
OITC 30).
TI SPECIFICATIONS TO COMPLY.
5.507.4.2 PERFORMANCE METHOD
FOR BUILDINGS LOCATED AS DEFINED IN SECTION 5.507.4.1 OR 5.507.4.1.1, WALL AND
ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THE
BUILDING OR ADDITION ENVELOPE OR ALTERED ENVELOPE SHALL BE CONSTRUCTED
TO PROVIDE AN INTERIOR NOISE ENVIRONMENT ATTRIBUTABLE TO EXTERIOR
SOURCES THAT DOES NOT EXCEED AN HOURLY EQUIVALENT NOISE LEVEL (L eq -
1-Hr) OF 50 DBA IN OCCUPIED AREAS DURING ANY HOUR OF OPERATION.
5.507.4.2.1 SITE FEATURES
EXTERIOR FEATURES SUCH AS SOUND WALLS OR EARTH BERMS MAY BE UTILIZED
AS APPROPRIATE TO THE PROJECT TO MITIGATE SOUND MIGRATION TO THE
INTERIOR.
NO SITE WORK IS PROPOSED IN THIS PROJECT SCOPE.
5.507.4.2.2 DOCUMENTATION OF COMPLIANCE
AN ACOUSTICAL ANALYSIS DOCUMENTING COMPLYING INTERIOR SOUND LEVELS
SHALL BE PREPARED BY PERSONNEL APPROVED BY THE ARCHITECT OR ENGINEER
OF RECORD.
TI SPECIFICATIONS TO COMPLY.
N/A
SECTION 5.505 INDOOR MOISTURE CONTROL
5.505.1 INDOOR MOISTURE CONTROL
TI SPECIFICATIONS TO COMPLY.
SECTION 5.506 INDOOR AIR QUALITY
5.506.1 OUTSIDE AIR DELIVERY.
TI SPECIFICATIONS TO COMPLY.
5.506.2 CARBON DIOXIDE (CO2) MONITORING.
TI SPECIFICATIONS TO COMPLY.
SECTION 5.507 ENVIRONMENTAL COMFORT
5.507.4 ACOUSTICAL CONTROL
TI SPECIFICATIONS TO COMPLY.
5.507.4.1 EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHOD
TI SPECIFICATIONS TO COMPLY.
BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF CALIFORNIA BUILDING
CODE, CCR, TITLE 24, PART 2, SECTIONS 1202 (VENTILATION) AND CHAPTER 14 (EXTERIOR WALLS)
FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE
MINIMUM REQUIREMENTS OF SECTION 120.1 (REQUIREMENTS FOR VENTILATION) OF THE
CALIFORNIA ENERGY CODE, OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE
STRINGENT, AND DIVISION 1, CHAPTER 4 OF CCR, TITLE 8.
FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND
VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH
THE REQUIREMENTS OF THE CALIFORNIA ENERGY CODE, SECTION 120.1(c)(4).
EMPLOY BUILDING ASSEMBLIES AND COMPONENTS WITH STC VALUES DETERMINED IN
ACCORDANCE WITH ASTM E 90 AND ASTM E 413 OR OUTDOOR-INDOOR SOUND
TRANSMISSION CLASS (OITC) ITC DETERMINED IN ACCORDANCE WITH ASTM E 1332, USING
EITHER THE PRESCRIPTIVE OR PERFORMANCE METHOD IN SECTION 5.507.4.1 OR 5.507.4.2.
SEE SECTION 5.507 FOR EXCEPTIONS.
WALL AND FLOOR-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP
THE BUILDING OR ADDITION OR ALTERED ENVELOPE SHALL HAVE EXTERIOR WALL AND
ROOF CEILING ASSEMBLIES MEETING A COMPOSITE STC RATING OF AT LEAST 50 OR A
COMPOSITE OITC RATING OF NO LESS THAN 40 WITH EXTERIOR WINDOWS OF A MINIMUM
STC 40 OR OITC OF 30 WITHIN THE 65 CNEL CONTOUR OF AN AIRPORT, FREEWAY,
EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR FIXED -GUIDEWAY SOURCE. SEE THIS
SECTION FOR FULL DESCRIPTION AND EXCEPTIONS.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL.
WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT SMOKING
WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE
WINDOS AND WITHIN THE BUILDING AS ALREADY PROHIBITED BY OTHER LAWS OR
REGULATIONS; OR AS ENFORCED BY ORDINANCES, REGULATIONS OR POLICIES OF
ANY CITY, COUNTY, CITY AND COUNTY, CALIFORNIA COMMUNITY COLLEGE,
CAMPUS OF THE CALIFORNIA STATE UNIVERSITY, OR CAMPUS OF THE UNIVERSITY
OF CALIFORNIA, WHICHEVER ARE MORE STRINGENT. WHEN ORDINANCES,
REGULATIONS OR POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM
BUILDING OCCUPANTS OF THE PROHIBITATIONS.
SMOKING TO BE PROHIBITED IN SPECIFIC AREAS AS REQUIRED FOR TI SCOPE.
SECTION 702 QUALIFICATIONS
702.2 SPECIAL INSPECTION.
SECTION 703 VERIFICATIONS
INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS
DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL
INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS,
SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION
REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY
WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC
DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY
COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE
APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST.
HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN
THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS
AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED
TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS
MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT
SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND
CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR
LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF
ACCEPTABLE HVAC TRAINING AND CERTIFICATION PROGRAMS
INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:
1. STATE CERTIFIED APPRENTICESHIP PROGRAMS
2. PUBLIC UTILITY TRAINING PROGRAMS
3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR, OR
STATE-WIDE ENERGY CONSULTING OR VERIFICATION
ORGANIZATIONS
4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS
5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY
BSC WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE
RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR
MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES
NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL
INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF
THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO
BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A
CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL
ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF
CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB FUNCTION, AS
DETERMINED BY THE LOCAL AGENCY.
NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO
FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING
FOR COMPLIANCE WITH THIS CODE.
702.1 INSTALLER TRAINING
703.1 DOCUMENTATION.
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#100 and #110 -
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04/20/23
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F.E.C.
INDICATES AREA NOT IN CONTRACT (N.I.C.)
EXISTING CONSTRUCTION TO BE DEMOLISHED
EXISTING CONSTRUCTION TO REMAIN
N.I.C.
TYP.
D01
D03 D03 D03
D05
TYP.
D06
TYP.
D07
TYP.
D08
TYP.
D09
TYP.
D10
D04
D11
TYP.
D13
D14
D14
A002
A004
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TYP.
D02
± 3'-4"
± 9"± 3'-4 1/2"
± 3'-4"
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±
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± 3'-4"
TYP.
D16
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D18
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CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
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CB / JG
SDG22-6057-00
DE
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0 4' 8'16' 32'
1/8"=1'-0"
A002 PROVIDE PRICE ALTERNATE FOR EXISTING MILLWORK TO REMAIN, CLEAN
AND REPAIR/REPLACE AS NEEDED FOR "LIKE NEW" CONDITION.
A004 PROVIDE PRICE ALTERNATE FOR GC TO EVALUATE EXISTING HVAC
CONDITIONS AT THIS ROOM. INTENT IS FOR ROOM TO REMAIN BELOW 80
DEGREES FAHRENHEIT. PROVIDE NEW AS REQUIRED TO MAINTAIN
REQUIRED TEMPERATURE CONDITIONS.
N
DEMOLITION FLOOR PLAN NOTES
LEGENDS
DEMOLITION FLOOR PLAN
KEYNOTES:
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY
THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT
MIGHT ARISE.
SEE SHEETS I0.1 -I0.2 FOR GENERAL NOTES
SCALE: 1/8" = 1'-0" 1DEMOLITION PLAN
D01 REMOVE ALL WALL AND FLOOR FINISHES THROUGHOUT. PREP FOR NEW
FINISHES PER FINISH PLAN.
D02 DEMOLISH PORTION OF EXISTING WALL AS REQUIRED TO ACCOMMODATE
NEW DOOR/CASED OPENING.
D03 REMOVE EXISTING DOOR/FRAME AND SALVAGE FOR RE-USE. INFILL WALL
TO MATCH ADJACENT CONSTRUCTION.
D04 REMOVE EXISTING GLAZING AT THIS ROOM, DISPOSE OF AS REQUIRED,
PATCH AND INFILL CONSTRUCTION PER NEW WALL LAYOUT. PROVIDE NEW
DOOR FRAME AS REQUIRED.
D05 EXISTING COLUMNS TO REMAIN. TYPICAL.
D06 EXISTING BUILDING STANDARD MINI BLINDS TO REMAIN. PROTECT IN PLACE
DURING CONSTRUCTION. REPAIR/REPLACE DAMAGED BLINDS WHERE
NEEDED.
D07 REMOVE EXISTING ONE-WAY MIRROR/WINDOW. INFILL WALL TO MATCH
ADJACENT CONSTRUCTION.
D08 EXISTING DOORS AND FRAMES TO REMAIN, U.O.N. NEW HARDWARE PER
DOOR SCHEDULE (CORTICA STANDARD).
D09 REMOVE EXISTING MILLWORK THROUGHOUT AND DISPOSE OF AS
REQUIRED, U.O.N. CAP PLUMBING WHERE NEEDED.
D10 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED.
TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN.
D11 ALL EXISTING POWER/DATA/BLANK PLATES TO REMAIN, U.O.N. REPLACE
COVERPLATES TO ALL EXISTING TO REMAIN. (D) DENOTES
POWER/DATA/BLANK PLATE TO BE REMOVED.
D13 DOORS/FRAMES TO BE REMOVED, SALVAGED, AND RELOCATED PER NEW
FLOOR PLAN. NEW HARDWARE PER DOOR SCHEDULE (CORTICA
STANDARD). GC TO EVALUATE DOORS FOR REUSE, PROVIDE NEW TO
MATCH EXISTING AS NECESSARY.
D14 EXISTING MILLWORK TO REMAIN, PREP TO BE RE-FACED PER CORTCA
STANDARD FINISHES.
D16 DEMOLISH EXISTING PLUMBING FIXTURES/ACCESSORIES U.O.N. PREP TO
RECEIVE NEW WHERE OCCURS. CAP PLUMBING WHERE NEEDED.
D17 EXISTING TAMPON DISPENSER TO REMAIN, PROTECT.
D18 EXISTING POWER TO BE MODIFIED TO ACCOMMODATE NEW MILLWORK
DESIGN. SEE ELEVATIONS AND POWER PLAN FOR MORE INFORMATION.
ALTERNATES
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2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
J J J J
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JJ
J
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J
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JD
INDICATES AREA NOT IN CONTRACT (N.I.C.)
EXISTING SUSPENDED CEILING GRID & TILES TO REMAIN
EXISTING SUSPENDED CEILING GRID & TILES TO BE REMOVED
EXISTING 2'x4' LIGHT FIXTURE TO BE REMOVED
EXISTING 2'x2' LIGHT FIXTURE TO BE REMOVED
EXISTING CEILING-MOUNTED EXIT SIGN TO BE REMOVED
EXISTING WALL-MOUNTED EXIT SIGN TO BE REMOVED
D
D
EXISTING GYPSUM BOARD CEILING TO REMAIN
EXISTING PENDANT TO BE REMOVED
EXISTING LINEAR PENDANTS TO BE REMOVED
EXISTING PENDANT TO BE REMOVED
EXISTING PENDANT TO BE REMOVED
D51
TYP.
D53
D51
TYP.
D53
TYP.
D52
TYP.
D54
TYP.
D54
D55
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W
O
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K
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
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P
M
K. BURGER
CB / JG
SDG22-6057-00
DE
M
O
L
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A
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A
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1
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5
D51 REMOVE ALL LIGHTING TYPICAL THROUGHOUT, REPLACE FIXTURES IN
PLACE (AS APPLIES) PER NEW CEILING PLAN, INFILL CEILING TILES WHERE
NEEDED.
D52 EXISTING CEILING POWER/DATA TO REMAIN THROUGHOUT. G.C. TO
CONFIRM FUNCTIONALITY, TERMINATE ELECTRICAL LINES BACK TO POINT
OF ORIGIN WHERE APPLICABLE.
D53 EXISTING CEILING GRID AND TILE TO REMAIN THROUGHOUT, U.O.N. PATCH
AND INFILL AT AREAS OF DEMO AS NEEDED.
D54 REMOVE ALL ABANDONED CEILING, MECHANICAL, AND ELECTRICAL
ELEMENTS AND PREP FOR NEW PER REFLECTED CEILING PLAN.
D55 EXISTING CEILING MOUNTED REFLECTIVE DOMES TO REMAIN, PROTECT IN
PLACE.
KEYNOTES:
DEMOLITION CEILING PLAN NOTES
LEGENDS
DEMOLITION CEILING PLAN
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY
THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT
MIGHT ARISE.
SEE SHEETS I0.1 -I0.2 FOR GENERAL NOTES
SCALE: 1/8" = 1'-0"1DEMOLITION REFLECTED CEILING PLAN
0 4' 8'16' 32'
1/8"=1'-0"N
DA
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2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
R
CR
CR
CR
CR
F.E.C.
F.
E
.
C
.
F.E.C.
CR
CR
F.E.C.
CR
EXISTING WALL
BASIC DESCRIPTIONWALL
FULL HEIGHT NON-RATED PARTITION TO STRUCTURE
PARTITION TO 6" ABOVE CEILING
LOW WALL PARTITION
INDICATES AREA NOT IN CONTRACT (N.I.C.)
N.I.C.
CONSULT
147
CONSULT
148
CONSULT
149
WAITING
100
RECEPTION
101
COPY/PRINT
103
UNISEX RR
146
UNISEX RR
145
UNISEX RR
100A
PANTRY
144A
STAFF BREAK
144
PHONE
143
OFFICE
104
OFFICE
105
CONFERENCE
106
OFFICE
107
OFFICE
108
OFFICE
117
OFFICE
118
OFFICE
119
OFFICE
120
OFFICE
115
STORAGE
109
IT/SERVER
110
OFFICE
114
OFFICE
113
OFFICE
142
OFFICE
141
OFFICE
140
OFFICE
139
OFFICE
138
OFFICE
137
OFFICE
136
OFFICE
157
CONSULT
151
STORAGE
150D
OFFICE
152
OFFICE
156
OFFICE
155
TELEHEALTH
154
TELEHEALTH
153
OFFICE
112
STORAGE
111
OFFICE
131
OFFICE
130
OFFICE
129
OFFICE
128
OFFICE
127
OFFICE
126
OFFICE
125
OFFICE
123
TRAINING
116
OFFICE
124
OFFICE
121
OFFICE
122
OPEN OFFICE
150
OFFICE
135
OFFICE
134
OFFICE
132
OFFICE
133
CHECK OUT
102
209
218 218
246
215
210
204
213
223
206
205
225
222
TYP.
203
211
± 24'-11"
233
233
233
212
214
214
TYP.
244
221
249
249
227
227
227
TYP.
228
226
226
TYP.
208
212
231 231
229
229
A003
TYP.
250
TYP.
251
144
158
143
142 150b
141 140 139 138 137 136
150a
150c
149148
150d
104 105
151 152 153
154
155156 157
135
134 132
133
106
107
108
109
110
111
112
113
114
115
116
126
125
124 123
122121
120119118 117
163
164
128
129
130
131
HALLWAY
158
HALLWAY
159
HALLWAY
160
HALLWAY
161
HALLWAY
162
HALLWAY
163
HALLWAY
164
I6.2
1A
I6.1
1
231
± 7'-6 1/2"
6'-8"
3'
-
0
"
CLR
5'-0"
9'-11"9'-6"
8'-7"
8'-7"
TYP.
232
± 11
'
-
8
"
HOLD
6'-4
"
± 7'-9"
8 1/2"
252
I6.3
2
TYP.
3'
-
0
"
I6.3 1A1B
3'
-
1
0
"
9'-0"9'-0"
8'-
7
"
CLEAR
5'-0"
6'
-
1
0
"
7'-
2
"
I6.36
233
I6.33
I6.3
4I6.3
7
I6.3
8
1C
209
I6.3
5
TYP.
253
TYP.
253
TYP.
253
161
100
231
CLEAR
5'-0"EQ.EQ.
209
TYP.
2'-0
"
±
4
'
-
4
"
255
1
147
127
2B
2D
254
254
39
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M
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A
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W
O
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CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
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P
M
K. BURGER
CB / JG
SDG22-6057-00
FL
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203 ALL WALLS TO BE INSULATED WITH R-11, UNFACED FIBERGLASS
INSULATION.
204 NEW UPPER AND LOWER CABINETRY WITH DRAWERS, 8" BAR PULLS,
DOUBLE-BASIN STAINLESS STEEL SINK WITH GARBAGE DISPOSAL AND
INSTA-HOT. SEE NOTE ON FINISH PLAN FOR MORE INFORMATION.
205 NEW REFRIGERATOR TO BE PROVIDED BY TENANT AND INSTALLED BY G.C.
PROVIDE RECESSED WATER LINE FOR ICE MAKER.
206 NEW MICROWAVE TO BE PROVIDED AND INSTALLED BY G.C. MICROWAVE TO
BE ACCESSIBLE.
208 EXISTING FIRE EXTINGUISHER CABINETS TO REMAIN, GC TO CONFIRM FIRE
EXTINGUISHER IS FUNCTIONAL AND REPLACE IF NEEDED WITH BUILDING
STANDRD SPEC.
209 FLATSCREEN TV TO BE PROVIDED BY TENANT AND INSTALLED BY G.C.
PROVIDE BACKING/ADDITIONAL SUPPORT AS REQUIRED. CONFIRM SIZE AND
LOCATION WITH TENANT.
210 PROVIDE PLASTIC LAMINATE FLOATING COUNTER WITH IN-WALL BRACKET
SUPPORTS, SEE ELEVATION FOR MORE INFORMATION.
211 PROVIDE TEMPERED CLEAR GLASS BUTT-JOINED FIXED WINDOW IN FRAME
TO MATCH DOOR FRAMES. BOTTOM OF FRAME TO BE AT 3'-6" A.F.F. ALIGN
TOP OF FRAME WITH TOP OF NEW DOOR FRAME. GLASS TO RECEIVE
PRIVACY FILM, SPEC: 3M MILANO FROST. PROVIDE SAMPLE FOR REVIEW
AND APPROVAL.
212 PROVIDE PLASTIC LAMINATE LOWER AND UPPER CABINTRY WITH SINK AND
FULL HEIGHT CABINET. SEE ELEVATION FOR MORE INFORMATION
213 COFFEE MAKER TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE
RECESSED WATER LINE. CONFIRM LOCATION WITH TENANT PRIOR TO
INSTALLING WATER LINE.
214 SAW-CUT CONCRETE FLOOR THIS AREA AS REQUIRED FOR NEW PLUMBING.
215 PROVIDE DOUBLE STUD FULL-HEIGHT WALL. SEE DETAIL 18/A8.1 FOR MORE
INFORMATION.
218 PROVIDE 30" WIDE X 30" HIGH PLASTIC LAMINATE WORK COUNTER WITH
BUILT-IN WALL BRACKETS. COORDINATE GROMMET LOCATION WITH
TENANT.
221 TENANT LOGO (SIGNAGE BY OTHERS VERIFY BACKING/EQUIPMENT
NEEDED).
222 TENANT TO PROVIDE OPEN OFFICE EQUIPMENT AND FURNITURE.
223 PROVIDE EXTRA HOT WATER AT BREAK SINK.
225 NEW PLASTIC LAMINATE UPPER AND LOWER CABINETRY WITH DRAWERS
AND 8" BAR PULLS, PLASTIC LAMINATE COUNTER AND 4" BACKSPLASH.
226 NEW PLASTIC LAMINATE UPPER AND LOWER CABINETRY WITHOUT
DRAWERS, 8" BAR PULLS. NO BACKSPLASH.
227 MODIFY EXISTING WALLS IN THIS ROOM TO BE FULL HEIGHT, FULLY
INSULATED (OPEN TO DECK CONDITION).
228 EXISTING BUILDING STANDARD MINI BLINDS TO REMAIN. PROTECT IN PLACE
DURING CONSTRUCTION. REPAIR/REPLACE DAMAGED BLINDS WHERE
NEEDED.
229 GC TO CONFIRM NEW AREA OF DEMISING WALL IS FULLY INSULATED, WALL
TO EXTEND TO CEILING DECK.
231 REFER TO ENLARGED PLAN FOR ADDITIONAL INFORMATION.
232 INFILL WALL WHERE AFFECTED BY DEMOLITION. MATCH ADJACENT
CONSTRUCTION.
233 EXISTING DOOR ASSEMBLY TO REMAIN. PROVIDE CARD READER &
RETROFIT DOORS AS NEEDED.
244 PROVIDE ROOM SIGNAGE ADJACENT TO DOORS THROUGHOUT.
COORDINATE DESIGN AND TEXT WITH TENANT AND SIGNAGE VENDOR.
246 THIS DOOR TO BE PLAIN SLICED WALNUT VENEER WITH CLEAR COAT. SEE
DOOR SCHEDULE FOR ADDITIONAL INFORMATION.
249 GC TO PROVIDE FENCE AT OPENING TO SECURE OUTDOOR PATIO.
250 REFER TO DOOR SCHEDULE FOR EXISTING OR RELOCATED DOORS TO BE
MODIFIED TO HAVE 8"X36" VISION PANEL (CORTICA STANDARD). PROVIDE
NEW DOORS AS NEEDED.
251 PROVIDE METAL CORNER GUARD AT ALL CORNERS IN HALLWAYS. TENANT
TO PROVIDE SPECS.
252 PROVIDE TEMPERED CLEAR GLASS BUTT-JOINED FIXED WINDOW IN FRAME
TO MATCH DOOR FRAMES. ALIGN TOP OF FRAME WITH TOP OF DOOR
FRAME. GLASS TO EXTEND FULL LENGTH OF ROOM.
253 G.C. TO EVALUATE SALVAGED DOORS/FRAMES FOR RE-USE/RELOCATION.
PROVIDE NEW AS REQUIRED.
254 EXISTING MILLWORK TO BE REFACED PER CORTICA FINISH STANDARDS.
REFER TO FINISH PLAN FOR SPECIFCATIONS.
255 PATCH AND REPAIR THROUGHOUT WHERE AFFECTED BY DEMOLITION.
1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE.
2. CONTRACTOR SHALL NOTIFY ARCHITECT TO PERFORM AN ON-SITE REVIEW ONCE ALL
PARTITIONS HAVE BEEN LAID OUT, PRIOR TO ERECTING THE PARTITIONS, AND ADDRESS
ANY DISCREPANCIES WITH DIMENSIONS SHOWN ON THE CONTRACT DOCUMENTS.
3. ALL METAL WALL STUDS TO BE 3-5/8" DEPTH - GAUGE AND SPACING PER L/240 SPAN
TABLE, ON THE FRAMING DETAILS SHEET, U.O.N.
4. ALL RESTROOM WALL STUDS AT SINGLE-STUD RESTROOM WET-WALLS TO BE MINIMUM 6"
DEEP, AND FULLY INSULATED WITH R-13 UNFACED FIBERGLASS INSULATION (OR
EQUIVALENT), U.O.N.
5. ALL NEW INTERIOR PARTITIONS TO BE FULLY INSULATED WITH A MINIMUM OF R-11
UNFACED FIBERGLASS INSULATION (OR EQUIVALENT), U.O.N.
6. DRYWALL GYPSUM BOARD SHALL BE FINISHED AS FOLLOWS, U.O.N. REFER TO GYPSUM
ASSOCIATION PUBLICATION, GA-214 (https://www.certainteed.com/drywall/what-are-
recommended-levels-finish/):
a. FOR PLENUM AND NON-VISIBLE AREAS LEVEL-1. AREAS WITH OPEN-CEILINGS OR
CLOUDS TO BE FINISHED AS FOR VISIBLE PARTITIONS.
b. BEHIND WALL TILE LEVEL-2
c. ALL VISIBLE PARTITION SURFACES LEVEL 4, UNLESS NOTED AS LEVEL-5 BY OTHER
NOTES OR KEYED NOTE.
7. PROVIDE DRYWALL EXPANSION & CONTROL JOINTS PER WALL AND CEILING BUREAU
(WCB) STANDARDS. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION.
8. ALL DRYWALL CORNERS AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD.
9. DIMENSIONS OF COLUMN FURRING IN A COMMON AREA ARE TO BE EQUAL &
CONSISTENT.
10. PATCH AND REPAIR ANY DAMAGE TO EXISTING WINDOW SILLS CAUSED BY DEMOLITION:
MATCH EXISTING SILL CONDITION. FINISH TO MATCH EXISTING WINDOW FRAMES.
11. ACCESS PANELS IN WALLS/CEILINGS FOR PLUMBING, MECHANICAL, AND ELECTRICAL
ACCESS SHALL BE FLUSH FRAMELESS GYPSUM BOARD PANELS.
12. EXTEND EXISTING GYPSUM BOARD PARTITIONS/FURRING TO UNDERSIDE OF STRUCTURE
IN AREAS OF OPEN CEILINGS.
13. ALL BLOCKING IN WALL TO BE FIRE RETARDANT TREATED SOLID WOOD BLOCKING, OR
CONTINUOUS METAL STRAPPING. COORDINATE EXACT LOCATIONS AND EXTENT IN FIELD.
GC TO PROVIDE BLOCKING FOR ALL OWNER SUPPLIED MILLWORK, IN ADDITION TO
MILLWORK SUPPLIED BY THE GC, AND WALL HUNG EQUIPMENT.
14. FOR WALL MOUNTED TELEVISIONS, PROVIDE BLOCKING IN WALLS AS APPROPRIATE FOR
MOUNTING TYPE. COORDINATE WITH A/V SPECIFICATIONS & REQUIREMENTS.
KEYNOTES:
FLOOR PLAN NOTES
WALL LEGEND
LEGEND
SEE SHEETS I0.1 -I0.2FOR GENERAL NOTES
SCALE: 1/8" = 1'-0" 1FIRST FLOOR PARTITION PLAN
0 4' 8'16' 32'
1/8"=1'-0"N
ALTERNATES
A003 PROVIDE PRICE ALTERNATE TO PROVIDE ADDITIONAL LAYER OF GYP ON
EACH SIDE AT NEW DEMISING WALL.
DA
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20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
R
J J J J
J
J
J
J
J
J
J
JJ
J
J
J
J
N
N
N
N
NN
N N N N
N
N
N
N
N
N
N
N
N
N
N N
N N
N N
N N
N N
N N
NN
N
GF
I
(
N
)
TVN N N
CR
CR
CR
CR
F.E.C.
F.
E
.
C
.
F.E.C.
CR
CR
TVN N N
F.E.C.
J
TV
N
N
N
GFI (N)
CR
N
N
N
N
J
DEDICATED 110v./20 AMP DUPLEX RECEPTACLE, MOUNTED VERTICALLY
AT +18" A.F.F., U.O.N.
110v. DUPLEX RECEPTACLE, MOUNTED 6" ABOVE COUNTER OR SPLASH.
110v. FOURPLEX RECEPTACLE, MOUNTED AT +18" A.F.F., U.O.N.
DEDICATED 110v./20 AMP FOURPLEX RECEPTACLE, MOUNTED AT +18" A.F.F., U.O.N.
DATA OUTLET MUD RING, WALL-MOUNTED AT 18" A.F.F., U.O.N. PROVIDE
PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE.
COMBINATION TELEPHONE/DATA OUTLET MUD RING, WALL-MOUNTED AT 18"
A.F.F., U.O.N. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE.
COMBINATION 110v. DUPLEX RECEPTACLE/DATA OUTLET, MOUNTED FLUSH IN
FLOOR BOX WITH FITTINGS. PROVIDE RATING AS REQUIRED.
"P" DESIGNATES PEDESTAL TYPE
JUNCTION BOX, CEILING-MOUNTED (IN ACCESSIBLE CEILING) WITH FLEXIBLE
CONNECTION TO PRE-WIRED FURNITURE SYSTEM.
COMBINATION TELEPHONE/DATA OUTLET, CEILING-MOUNTED (IN ACCESSIBLE
CEILING) WITH FLEXIBLE CONNECTION TO PRE-WIRED FURNITURE SYSTEM.
VERIFY CONNECTION REQUIREMENTS WITH FURNITURE MANUFACTURER PRIOR
TO ROUGH-IN.
110v. DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N.
"C" DESIGNATES RECESSED TYPE SOCKET.
CR
***(N) DENOTES NEW. ELECTRICAL ITEMS ARE EXISTING TO REMAIN, UO.N.
WALL-MOUNTED JUNCTION BOX FOR CARD READER AT 48" A.F.F.,
U.O.N. PROVIDE 3/4" CONDUIT WITH PULL STRING & PULL RING STUBBED 6"
INTO ACCESSIBLE CEILING SPACE. LOW VOLTAGE WIRING & CARD READER
FURNISHED BY TENANT: OP-R2-STN STANDARD SMART READER V2 BY OPENPATH
TV SINGLE COAX JACK. PROVIDE CONDUIT FOR HDMI CABLE FROM CABLE BOX TO
MONITOR, MOUNTED AT +60" A.F.F., U.O.N.
N.I.C.
CONSULT
147
CONSULT
148
CONSULT
149
WAITING
100
RECEPTION
101
COPY/PRINT
103
UNISEX RR
146
UNISEX RR
145
UNISEX RR
100A
PANTRY
144A
STAFF BREAK
144
PHONE
143
OFFICE
104
OFFICE
105
CONFERENCE
106
OFFICE
107
OFFICE
108
OFFICE
117
OFFICE
118
OFFICE
119
OFFICE
120
OFFICE
115
STORAGE
109
IT/SERVER
110
OFFICE
114
OFFICE
113
OFFICE
142
OFFICE
141
OFFICE
140
OFFICE
139
OFFICE
138
OFFICE
137
OFFICE
136
OFFICE
157
CONSULT
151
STORAGE
150D
OFFICE
152
OFFICE
156
OFFICE
155
TELEHEALTH
154
TELEHEALTH
153
OFFICE
112
STORAGE
111
OFFICE
131
OFFICE
130
OFFICE
129
OFFICE
128
OFFICE
127
OFFICE
126
OFFICE
125
OFFICE
123
TRAINING
116
OFFICE
124
OFFICE
121
OFFICE
122
OPEN OFFICE
150
OFFICE
135
OFFICE
134
OFFICE
132
OFFICE
133
CHECK OUT
102
309
312
312
312
316
316
316
316
314
TYP.
303
+60"
(X2)
+60"
(X2)
TYP.
301
TYP.
301
TYP.
301
306
304
317
+60"
316
316
GFI
318
+24"
39
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JOB NO.:
DRAWN BY.:
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E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
\
U
s
e
r
s
\
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b
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n
d
i
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2
0
2
3
4
:
4
5
:
0
6
P
M
K. BURGER
CB / JG
SDG22-6057-00
PO
W
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&
S
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G
N
A
L
P
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A
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I3.1
CO
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T
I
C
A
S
A
N
T
A
A
N
A
SU
I
T
E
S
1
0
0
&
1
1
0
25
0
0
R
E
D
H
I
L
L
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
5
301 ALL FURNITURE TO BE PROVIDED AND INSTALLED BY TENANT. VERIFY
EXACT LOCATIONS AND ELECTRICAL REQUIREMENTS WITH FURNITURE
DEALER PRIOR TO INSTALLATION OF RELATED POWER & SIGNAL
CONNECTIONS.
303 ALL OUTLETS AT OR NEAR ANY WATER SOURCE TO BE G.F.I.
304 CORE DRILL EXISTING CONCRETE FLOOR AT THIS AREA AS REQUIRED FOR
NEW FLOOR CORE. NEW FLOOR BOX TO BE COMPLETELY FLUSH AND
ACCEPT FLOOR SURFACE FOR CONCEALED LOOK. PROVIDE (1) 1/2"
CONDUIT FOR POWER/DATA/AV/HDMI. VERIFY EXACT LOCATION WITH
TENANT PRIOR TO SAW-CUTTING.
306 FLOOR OUTLETS TO BE CENTERED IN THIS ROOM. VERIFY FINAL LOCATION
WITH TENANT/TENANT VENDOR.
309 VERIFY POWER REQUIREMENTS FOR USER PROVIDED EQUIPMENT IN THIS
ROOM PRIOR TO INSTALLATION OF RELATED POWER AND SIGNAL
CONNECTIONS. TENANT RACK TO BE LOCATED IN THIS ROOM.
312 PROVIDE CEILING NETWORK DROP FOR WIRELESS ACCESS POINT AT THIS
LOCATION.
314 PROVIDE 48"X48" PLYWOOD BACKBOARD, BOTTOM OF BACKBOARD TO BE
AT 36"A.F.F. WITH DEDICATED QUAD 60"A.F.F.
316 PROVIDE CARD READER AT THIS EXISTING DOOR. CONFIRM REQUIREMENTS
WITH TENANT SECURITY VENDOR. LANDLORD TO PROVIDE BOX, TENANT TO
PROVIDE CARD READERS AND ACCESS CONTROL SYSTEM.
317 PROVIDE J-BOX AT UNDERSIDE OF STRUCTURE FOR CEILING MOUNTED TV.
COORDINATE FINAL LOCATION AND POWER REQUIREMENTS WITH TENANT
AND AV VENDOR. PROVIDE ADDITIONAL SUPPORT AS REQUIRED FOR
CEILING MOUNTED EQUIPMENT.
318 CONFIRM EXISTING POWER/DATA IS SUFFICIENT FOR TENANT NEEDS.
ADJUST AS REQUIRED.
POWER & SIGNAL PLAN NOTES
LEGEND
KEYNOTES:
SEE SHEETS I0.1 -I0.2FOR GENERAL NOTES
1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE.
2. ARCHITECTURAL DIMENSIONS AND LOCATIONS TAKE PRECEDENCE. SEE ELECTRICAL
DRAWINGS FOR COORDINATION, IF INCONSISTENCIES OCCUR CONTACT ARCHITECT FOR
CLARIFICATION.
3. INDICATED DIMENSIONS ARE TO CENTERLINE OF DEVICE OR CLUSTER UNLESS
OTHERWISE NOTED.
4. OUTLETS ON OPPOSITE SIDES OF A PARTITION SHALL NOT BE BACK-TO-BACK: OFFSET TO
ALLOW INSULATION BETWEEN.
5. VERIFY POWER REQUIREMENTS FOR USER PROVIDED EQUIPMENT.
6. ALL FURNITURE TO BE PROVIDED AND INSTALLED BY TENANT. LAYOUT SHOWN FOR
REFERENCE. VERIFY EXACT LOCATIONS OF FLOOR CONNECTIONS/DEVICES WITH
FURNITURE DEALER PRIOR TO INSTALLATION OF RELATED POWER AND SIGNAL
CONNECTIONS.
7. COORDINATE EXACT OUTLET LOCATIONS IN FIELD WITH SECURITY, AUDIO-VISUAL,
INFORMATION TECHNOLOGY, AND EQUIPMENT VENDORS RESPECTIVELY.
8. GANG MULTIPLE ADJACENT OUTLETS AND SWITCHES TOGETHER WITH MULTI-OUTLET
COVER PLATE, U.O.N.
9. ALL SWITCHES/MOTION SENSORS SHALL NOT BE PLACED BEHIND DOORS WHEN IN OPEN
POSITION.
10. PROVIDE CONDUIT(S) IN CONFERENCE AND TRAINING ROOMS BETWEEN FLOOR
OUTLETS/DATA/HDMI AND ASSOCIATED EQUIPMENT ON WALL AND/OR CEILING SUCH AS
TVS, RECESSED SCREENS, AND PROJECTORS. GC TO PROVIDE A MINIMUM OF TWO
CONDUITS BETWEEN EACH FLOOR OUTLET AND PIECE OF EQUIPMENT. VERIFY FINAL
SIZES WITH A/V VENDOR AND CLIENT FOR POWER CONDUIT AND DATA CONDUIT.
11. CONTRACTOR TO REFER TO DOOR SCHEDULE FOR ANY ELECTRIFIED HARDWARE (I.E.
FOR CARD READERS, OR OTHER ACCESS CONTROL, ETC).
12. WHERE RECEPTACLES ARE WITHIN MILLWORK, GC IS RESPONSIBLE TO COORDINATE
WITH ELECTRICAL & MILLWORK TRADES.
13. WHERE GARBAGE DISPOSALS ARE INDICATED, PROVIDE SEPARATE SWITCH ABOVE THE
COUNTER.
14. ALL EXISTING BLANK PLATES AND ASSOCIATED WIRING TO BE REMOVED TO CLOSEST
JUNCTION BOX. PATCH HOLE, TAPE, AND PROVIDE NEW SMOOTH SURFACE FOR PAINTED
FINISH.
15. PRIOR TO CORING OR SAW CUTTING, X-RAY OR IMAGE AREA OF WORK FOR AVOIDANCE
OF REBAR OR OTHER CONCEALED ITEMS. REVIEW FINAL LOCATIONS WITH ARCHITECT
AND OWNER.
16. NEW DATA CABLING TO BE SUPPLIED AND INSTALLED BY TENANT.
SCALE: 1/8" = 1'-0" 1POWER & SIGNAL PLAN
0 4' 8'16' 32'
1/8"=1'-0"N
DA
T
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RE
M
A
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K
S
20
2
2
-
1
2
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2
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PL
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2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
J J J J
J
J
J
J
J
J
J
JJ
J
J
J
J
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EXISTING 2X2 ACT AND GRID AT ±9'-10" A.F.F. PATCH AND REPAIR AS NEEDED.
AREA OF NEW GYP. BD. CEILING OR SOFFIT. DIMENSIONS PER PLAN.
RECESSED 4" LED DOWNLIGHT
SPEC: MAXILUME BY ELITE LIGHTING
HH4-LED-2000L-35K-HH4-4501-CL-WH
2'X2' RECESSED LED FIXTURE (BUILDING STANDARD OR APPROVED EQUAL)
MFR: LITHONIA LIGHTING
MODEL: BLT SERIES 2'X2' LED
5" DIA. PENDANT. SPEC: CSL LPF-35, COLOR: WHITE
NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL
INSPECTION AND SUBJECT TO BUILDING INSPECTOR.
CEILING-MOUNTED EXIT SIGN WITH BATTERY BACKUP, SHADED
QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE
DIRECTIONAL ARROW AS INDICATED.
WALL-MOUNTED EXIT SIGN WITH BATTERY BACKUP, SHADED
QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE
DIRECTIONAL ARROW AS INDICATED.
NEW 2" LINEAR SUSPENDED LED LIGHT FIXTURE
SPEC: ELITE LIGHTING
OLS-DI-LED-2-S-4'-D500L-U1000L-2C-DIMC10-35K-SI-OCGS
COLOR: SILVER
24" DIA. DECORATIVE PENDANT LIGHT FIXTURE.
SPEC: WAC LIGHTING, VIDA MODEL PD72724-AL
2'X4' RECESSED LED FIXTURE (BUILDING STANDARD OR APPROVED EQUAL)
MFR: LITHONIA LIGHTING
MODEL: BLT SERIES 2'X4' LED
F1
F2
F3
F4
F6
NEW 2" LINEAR SUSPENDED LED LIGHT FIXTURE
SPEC: ELITE LIGHTING
OLS-DI-LED-2-S-6'-D500L-U1000L-2C-DIMC10-35K-SI-OCGS
COLOR: SILVER
PROVIDE MANUFACTURERE'S SUSPENSION HARDWARE
F7
F8
NEW 2X2 ACT AND GRID ASSEMBLY AT ±9'-10" TO MATCH EXISTING
SPECIFICATIONS. TIE INTO EXISTING GRID ASSEMBLY WHERE APPLIES FOR
SEAMLESS TRANSITION.
CONSULT
147
CONSULT
148
CONSULT
149
WAITING
100
RECEPTION
101
COPY/PRINT
103
UNISEX RR
146
UNISEX RR
145
UNISEX RR
100A
PANTRY
144A
STAFF BREAK
144
PHONE
143
OFFICE
104
OFFICE
105
CONFERENCE
106
OFFICE
107
OFFICE
108
OFFICE
117
OFFICE
118
OFFICE
119
OFFICE
120
OFFICE
115
STORAGE
109
IT/SERVER
110
OFFICE
114
OFFICE
113
OFFICE
142
OFFICE
141
OFFICE
140
OFFICE
139
OFFICE
138
OFFICE
137
OFFICE
136
OFFICE
157
CONSULT
151
STORAGE
150D
OFFICE
152
OFFICE
156
OFFICE
155
TELEHEALTH
154
TELEHEALTH
153
OFFICE
112
STORAGE
111
OFFICE
131
OFFICE
130
OFFICE
129
OFFICE
128
OFFICE
127
OFFICE
126
OFFICE
125
OFFICE
123
TRAINING
116
OFFICE
124
OFFICE
121
OFFICE
122
OPEN OFFICE
150
OFFICE
135
OFFICE
134
OFFICE
132
OFFICE
133
CHECK OUT
102
F3
F3
F3
F3
F3
F4 F4 F4
F4 F4
F8
F4 F4
F8
F4 F4 F4
F3
F3
F3
F3
F3
F3
F3
F6
F6
F6
F6 F6
F6
F6 F6
F6
F6 F6
F6
F6 F6
F7
F7
F7
406
406
F7
F3 F3 F3
F3 F3
F3 F3 F3
TYP.
404
403
403
403
A004
9'-10"
TYP.
434
9'-0"
9'-0"
9'-0"
EQ
EQ
.
5
'
-
0
"
EQ
.
4'
-
0
"
4'
-
0
"
2'
-
2
"
5'
-
0
"
EQ EQ
8'-0"
8'-0"
6'-0" 2'-11" 3'-1" 5'-2"
1'-9"
7'
-
7
"
7'
-
7
"
7'
-
7
"
2
'
-
7
"
1'
-
7
"
1'
-
7
"
I6.2
1B
EQ
.
8'-
0
"
8'-
0
"
EQ
.
5'-9" 10'-0" 10'-0" 10'-0" 10'-0"
434
6'-0"
12
'
-
0
"
438
HALLWAY
158
HALLWAY
159
HALLWAY
160
HALLWAY
161
HALLWAY
162
HALLWAY
163
HALLWAY
164
8'-10"
14
I8.2
TYP.
20
I8.2
TYP.
435
TYP.
435
435
4'
-
3
1
/
2
"
7
'
-
0
"
7'
-
0
"
4
'
-
3
1
/
2
"
EQ
EQ
EQ EQ
EQ EQ
39
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
TH
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M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
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U
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4
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P
M
K. BURGER
CB / JG
SDG22-6057-00
RE
F
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CO
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T
I
C
A
S
A
N
T
A
A
N
A
SU
I
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S
1
0
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&
1
1
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25
0
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D
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A
V
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N
U
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SA
N
T
A
A
N
A
,
C
A
9
2
7
0
5
403 PROVIDE ADDITIONAL SUPPORT FROM EXISTING STRUCTURE FOR TENANT
PROVIDED EQUIPMENT. COORDINATE LOCATION WITH TENANT PRIOR TO
INSTALLATION.
404 EXISITNG GRID AND TILE TO REMAIN THROUGHOUT. REWORK PER NEW
WALL LAYOUT AND REPLACE/MODIFY AS NEEDED .
406 PROVIDE METAL STUDS AND GYPSUM BOARD SOFFIT TO TOP OF UPPER
CABINETRY.
435 PATCH AND REPAIR EXISTING CEILING WHERE AFFECTED BY DEMOLITION
AND NEW CONSTRUCTION.
438 DENOTES LOCATION OF CEILING MOUNTED J-BOX FOR CEILING MOUNTED
TV.
A004 PROVIDE PRICE ALTERNATE FOR GC TO EVALUATE EXISTING HVAC
CONDITIONS AT THIS ROOM. INTENT IS FOR ROOM TO REMAIN BELOW 80
DEGREES FAHRENHEIT. PROVIDE NEW AS REQUIRED TO MAINTAIN
REQUIRED TEMPERATURE CONDITIONS.
CEILING PLAN NOTES
LEGEND
KEYNOTES:
SEE SHEETS I0.1 -I0.2FOR GENERAL NOTES
1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE.
2. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL,
AND MECHANICAL DRAWINGS BEFORE PROCEEDING WITH INSTALLING THE WORK.
3. SEE FIXTURE SCHEDULE FOR FIXTURE TYPE DESIGNATIONS, AND TYPICAL MOUNTING
HEIGHTS (U.O.N). COORDINATE MOUNTING OPTIONS WITH OWNERS REPRESENTATIVE
& ARCHITECT. NOTIFY OWNER/ARCHITECT OF ANY CONFLICTS WITH OTHER ELEMENTS
PRIOR TO INSTALLATION.
4. ALL MATERIALS USED WITHIN CEILING PLENUM SHALL BE NON-COMBUSTIBLE.
5. IN GYPSUM BOARD CEILINGS THE LIGHTS, HVAC ELEMENTS, FIRE DEVICES, ETC. ARE
TO ALIGN IN A NEAT AND REGULAR PATTERN. REVIEW LAYOUT WITH ARCHITECT PRIOR
TO ROUGH-IN.
6. DEVICES IN ACOUSTICAL CEILING TILES TO BE CENTERED IN A 2'X2' TILE, OR 2'X2'
PORTION OF A 2'X4' TILE, U.O.N.
7. GENERAL CONTRACTOR TO IDENTIFY QUANTITY AND LOCATIONS OF ALL ACCESS
PANELS TO CEILING PLENUM SPACES IN GYPSUM BOARD CEILINGS: ACCESS PANELS
TO BE AVOIDED WHERE POSSIBLE. IF AN ACCESS PANEL IS REQUIRED, COORDINATE
LOCATION WITH ARCHITECT. CEILING ACCESS PANELS TO BE FLUSH FRAMELESS
GYPSUM-BOARD INFILL PANELS.
8. SEE KEYNOTE INFORMATION FOR ANY REQUIRED CEILING INSULATION.
9. ALL ACOUSTICAL CEILING GRIDS & TILE TO BE CENTERED WITHIN A ROOM, U.O.N.
10. WHERE LIGHTING IS WITHIN MILLWORK OR WALL ELEMENTS SUCH AS MIRRORS, GC IS
RESPONSIBLE TO COORDINATE WITH ALL ELECTRICAL TRADES.
SEE SHEET I2.0 FOR FINISH, PLUMBING FIXTURES, RESTROOM ACCESSORIES,
EQUIPMENT AND LIGHT FIXTURE SCHEDULES
SCALE: 1/8" = 1'-0" 1REFLECTED CEILING PLAN
0 4' 8'16' 32'
1/8"=1'-0"N
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
ALTERNATES
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
R
F.E.C.
F.
E
.
C
.
F.E.C.
F.E.C.
CR
N.I.C.
CONSULT
147
CONSULT
148
CONSULT
149
WAITING
100
RECEPTION
101
COPY/PRINT
103
UNISEX RR
146
UNISEX RR
145
UNISEX RR
100A
PANTRY
144A
STAFF BREAK
144
PHONE
143
OFFICE
104
OFFICE
105
CONFERENCE
106
OFFICE
107
OFFICE
108
OFFICE
117
OFFICE
118
OFFICE
119
OFFICE
120
OFFICE
115
STORAGE
109
IT/SERVER
110
OFFICE
114
OFFICE
113
OFFICE
142
OFFICE
141
OFFICE
140
OFFICE
139
OFFICE
138
OFFICE
137
OFFICE
136
OFFICE
157
CONSULT
151
STORAGE
150D
OFFICE
152
OFFICE
156
OFFICE
155
TELEHEALTH
154
TELEHEALTH
153
OFFICE
112
STORAGE
111
OFFICE
131
OFFICE
130
OFFICE
129
OFFICE
128
OFFICE
127
OFFICE
126
OFFICE
125
OFFICE
123
TRAINING
116
OFFICE
124
OFFICE
121
OFFICE
122
OPEN OFFICE
150
OFFICE
135
OFFICE
134
OFFICE
132
OFFICE
133
CHECK OUT
102
LVT
1
VCT
1
C
1
LVT
1
LVT
1
P
1
RB
1
C
1 TYP.
P
5
P
5
P
5
P
4
P
4
P
3
P
3
P
2
P
2
P
2
P
2
P
2
P
3
P
2
P
2
P
2
P
2
P
2
P
2
P
2
P
2
P
2
P
2
P
2
P
2
P
2
P
3
P
2
P
2
P
2
P
2
P
2
P
2P
2
P
5
P
5
P
5
P
4
P
5
P
4
P
2
P
2
P
2
P
2
P
2
P
4
P
4
P
5
P
5
P
5
LVT
1
P
7
P
7
PFT
1
PFT
1
PFT
1
P
4
P
4
504
503
503
501
TYP.
502
502 502 502 502 502
502
502
502
502
502
502
502 502
502
502
502
502
502
502
502
502
502
502
502
502 502
502
502502 502 502 502
509
509
503
39
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1
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1
P
8
5
8
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6
3
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.
7
2
7
7
JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
S
P
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C
I
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A
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W
A
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M
A
L
C
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M
B
A
N
D
S
H
A
L
L
N
O
T
B
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U
S
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D
O
N
A
N
Y
O
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W
O
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K
E
X
C
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PT
B
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A
G
R
E
E
M
E
N
T
W
I
T
H
W
A
R
E
M
A
L
C
O
M
B
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
T
A
K
E
P
R
E
C
E
D
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
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V
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I
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D
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.
A
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D
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B
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A
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C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
\
U
s
e
r
s
\
c
b
u
e
n
d
i
a
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O
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3
/
2
0
2
3
4
:
4
5
:
1
7
P
M
K. BURGER
CB / JG
SDG22-6057-00
FI
N
I
S
H
P
L
A
N
I5.1
CO
R
T
I
C
A
S
A
N
T
A
A
N
A
SU
I
T
E
S
1
0
0
&
1
1
0
25
0
0
R
E
D
H
I
L
L
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
5
501 ALL ROOMS TO RECEIVE PAINT, 4" RUBBER BASE AND CARPET (C-1), U.O.N.
502 PAINT FINISH AT THIS LOCATION/ROOM TO BE SEMI-GLOSS.
503 DECK, MECHANICAL UNIT / DUCTS, PIPES AND WIRES TO RECEIVE PAINT P-1
(FLAT FINISH) AT OPEN CEILING AREA.
504 PAINT ON THIS WALL TO BE TEXTURED WITH ANTI-SKID FINISH. SPEC: SEAL
KRETE FLOOR-TEX, TEXTURED CONCRETE FLOORING.
509 EXISTING MILLWORK TO BE REFACED PER CORTICA STANDARDS. PL-2 ON
VERTICAL SURFACES, PL-1 FOR COUNTERS.
FINISH PLAN NOTES
KEYNOTES:
SEE SHEETS I0.1 -I0.2FOR GENERAL NOTES
1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE.
2. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID.
3. SEE ENLARGED PLANS, ELEVATIONS AND DETAILS FOR ADDITIONAL FINISH INFORMATION.
4. PREPARE WALLS TO RECEIVE (2) COATS EGGSHELL PAINT, U.O.N.
5. PROVIDE LEVEL 5 FINISH FOR WALLS UNDER SKYLIGHTS & AT WALL-WASH LIGHT
FIXTURES.
6. COORDINATE WITH OTHER TRADES AT LOCATIONS OF SPECIALTY WALL FINISHES,
BRANDING OR SIGNAGE FOR SPECIFIC WALL PREP.
7. ALL AREAS WITHIN PROJECT BOUNDARY TO RECEIVE PAINT (P-1), RUBBER BASE (RB-1)
AND CARPET (C-1), U.O.N.
8. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO RECEIVE PAINT (P-1), U.N.O.
9. PAINT DECK ABOVE AND ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING AND FIRE
PROTECTION DUCTWORK AND PIPING IN OPEN CEILING AREAS.
10. ALL FINISHES TO BE INSTALLED PER THE MANUFACTURERS INSTRUCTIONS.
11. ALL FINISH TRANSITIONS AT DOORS TO BE LOCATED CENTERED UNDER THE DOOR,
U.O.N.
12. PROVIDE FLOORING TRANSITIONS AS FOLLOWS, U.O.N.:
a. RUBBER REDUCING STRIP AT ALL TRANSITIONS BETWEEN CARPET AND RESILIENT
FLOORING OR CONCRETE.
b. STAINLESS STEEL TRIM BY SCHLUTER OR EQUAL, AT ALL TRANSITIONS BETWEEN
TILE/STONE AND OTHER FINISHES.
SCALE: 1/8" = 1'-0" 1FINISH PLAN
0 4' 8'16' 32'
1/8"=1'-0"N
FINISHES
INDICATES LINE OF FLOOR TRANSITION
ITEM:
MANUF.:
COLOR/NO.:
SIZE:
INSTALLATION:
STYLE:
LVT
1
LVT - TYPICAL THROUGHOUT, U.O.N.
SHAW CONTRACT
INDUSTRIAL / 03520
12" X 12"
MONOLITHIC
CRETE
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
PL
1
PLASTIC LAMINATE
FORMICA
7223C-58 / NEW WHITE
MATTE
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
P
1
PAINT THROUGHOUT, U.O.N.
SHERWIN WILLIAMS
SW 6147 PANDA WHITE
SEMI-GLOSS U.O.N., FLAT @ CEILINGS
WALL FINISHES
FLOOR FINISHES
MISCELLANEOUS FINISHES
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
P
2
PAINT - ACCENT
SHERWIN WILLIAMS
SW 6473 SURF GREEN
SEMI-GLOSS
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
P
3
PAINT - ACCENT
SHERWIN WILLIAMS
SW 6482 CAPE VERDE
SEMI-GLOSS
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
P
4
PAINT - ACCENT
SHERWIN WILLIAMS
SW 6807 WONDEROUS BLUE
SEMI-GLOSS
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
P
5
PAINT - ACCENT
SHERWIN WILLIAMS
SW 6809 LOBELIA
SEMI-GLOSS
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
RB
1
RUBBER BASE THROUGHOUT
JOHNSONITE
#29 / MOON ROCK
4" COVE BASE, 6" COVE BASE AT HALLWAY
ITEM:
MANUF.:
COLOR/NO.:
SIZE:
INSTALLATION:
PW
1
RESTROOM PORCELAIN WAINSCOT
ARIZONA TILE "TOUCH"
SNOW
12" X 24"
MONOLIGHTIC STACKED HORIZONTALLY,
PROVIDE SCHLUTER EDGE TRIMS &
TRANSITIONS
ITEM:
MANUF.:
COLOR/NO.:
SIZE:
INSTALLATION:
WT
1
WALL TILE - ACCENT
DALTILE
D617 ARCTIC WHITE
1"
MAPEI, COLOR #27 SILVER, PROVIDE
SCHLUTER EDGE TRIMS
ITEM:
MANUF.:
COLOR/NO.:
SIZE:
INSTALLATION:
STYLE:
VCT
1
VCT - IT ROOM
ARMSTRONG
PEWTER / 5C908
18" X 18"
MONOLITHIC
PREMIUM EXCELSON
ITEM:
MANUF.:
COLOR/NO.:
SIZE:
INSTALLATION:
STYLE:
PFT
1
PORCELAIN FLOOR TILE - RESTROOMS
CROSSVILLE
AV243 FOG
24" X 24"
MONOLITHIC, PROVIDE SCHLUTER EDGE
TRIMS & TRANSITIONS
SHADES
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
PL
2
PLASTIC LAMINATE
FORMICA
8844-WR / AGED ASH
WOOD BRUSH (GRAIN TO RUN HORIZONTALLY, TYP.)
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
PL
3
PLASTIC LAMINATE
FORMICA
WINTER SKY 8792-58
MATTE
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
SSM
1
SOLID SURFACE
CAESARSTONE
CLASSICO - 6141 / OCEAN FOAM
POLISHED
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
P
6
PAINT - ACCENT
SHERWIN WILLIAMS
SW 6230 RAINSTORM
SEMI-GLOSS
ITEM:
MANUF.:
COLOR/NO.:
FINISH:
P
7
PAINT - ACCENT
SHERWIN WILLIAMS
SW 7649 SILVERPLATE
SEMI-GLOSS
ITEM:
MANUF.:
COLOR/NO.:
SIZE:
INSTALLATION:
STYLE:
C
1
CARPET
SHAW CONTRACT
SLATE 13585
18" X 36"
ASHLAR / DIRECT GLUE
LINEWEIGHT TILE 5T114
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
4
0
"
M
A
X
.
MI
N
.
1
9
"
29
"
C
L
R
.
34
"
M
A
X
.
M
A
X
.
1
7
"
2
4
"
1
4
"
ACCESSIBLE
HEIGHT
STANDARD
HEIGHT
TO
H
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H
E
S
T
OP
E
R
A
B
L
E
P
A
R
T
STANDARD
HEIGHT
GRAB BAR
1-1/2" Ø
8"
MI
N
.
1
9
"
CLR.
60"
1
7
"
-
1
9
"
33
"
-
3
6
"
17"-18"
UNISEX RR
146UNISEX RR
145
UNISEX RR
100A
TYP.
216
TYP.
216
145
100a
7'-10"
@ SIDE WALL
4'-6" TYP.
GRAB BAR
@
R
E
A
R
W
A
L
L
3'
-
6
"
T
Y
P
.
GR
A
B
B
A
R
TYP.
601
TYP.
606
1
'
-
6
"
TYP.
608
605
603
146
TYP.
607
604
TYP.
613
TYP.
609
214
230
239
TYP.
602
I6.1 3A
3B
3D
3C
TYP.
610
I6.1 2C2A
TYP.
607
604
TYP.
TYP.
616
TYP.
615
B6
1
8
"
M
I
N
.
1
8
"
M
I
N
.
2B
2D
2'
-
6
"
2'
-
6
"
4'
-
0
"
I6.1 2A
SI
M
.
2DSIM.
2C
SI
M
.
2BSIM.
619
UNISEX RR
145
UNISEX RR
100A
F3
F3
F3
F3
F3
F3
F3
9'-0"
EQ
EQ
.
5'
-
0
"
EQ
.
4'
-
0
"
4'
-
0
"
EQ
.
5'
-
0
"
EQ EQ 9'-0"
9'-0"
UNISEX RR
146
2'
-
1
0
"
P
1
PW
1
24
I8.3
TYP.
25
I8.3
TYP.
606
601
608
605
603
WT
1
TYP.
5'
-
0
"
3'
-
4
"
EQ EQ
PW
1
P
1
1
'
-
0
"
SE
E
R
C
P
TYP.
TYP.
604
607
610609
CLEAR
1'-6"
PW
1
1
'
-
0
"
P
1
9" MAX
7" MIN. -
1
'
-
7
"
602
5'
-
0
"
PW
1
P
1
2'
-
1
0
"
2'
-
0
"
4'
-
1
1
"
2'-4"7"
601
606
608
605
603
P
1
PW
1
WT
1
TYP.
617
5'
-
0
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3'
-
4
"
604
607
610
1
'
-
0
"
P
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1
619
5'
-
0
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P
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1
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1
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P
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1
1
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-
0
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
TH
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S
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D
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A
W
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S
A
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N
C
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A
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W
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CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
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7
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3
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:
4
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2
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P
M
K. BURGER
CB / JG
SDG22-6057-00
EN
L
A
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O
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P
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A
N
A
N
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A
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I
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S
I6.1
CO
R
T
I
C
A
S
A
N
T
A
A
N
A
SU
I
T
E
S
1
0
0
&
1
1
0
25
0
0
R
E
D
H
I
L
L
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
5
NOTE: ALL DIMENSIONS AND CALLOUTS
TYPICAL FOR EACH ROOM, UNLESS NOTED
OTHERWISE
214 SAW-CUT CONCRETE FLOOR THIS AREA AS REQUIRED FOR NEW PLUMBING.
216 PROVIDE NEW PLUMBING FIXTURES, ACCESSORIES, AND FINISHES IN
EXISTING RESTROOM LOCATIONS PER CORTICA STANDARD
SPECIFICATIONS.
230 PROVIDE NEW PLUMBING FIXTURES, ACCESSORIES, AND FINISHES PER
CORTICA STANDARD SPECIFICATIONS.
239 WATER CLOSET TO HAVE MANUAL FLUSH. DO NOT PROVIDE AUTO-FLUSH.
SCALE: 13/8" = 1'-0"
ENLARGED RESTROOM PLANS
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY
THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT
MIGHT ARISE.
RESTROOM MOUNTING HEIGHTS
KEYNOTES:
SEE SHEETS I0.1 -I0.2 FOR GENERAL NOTES
SCALE: 23/8" = 1'-0"
UNISEX RESTROOMS 145 & 146 ELEVATIONS
N
0 1' 2' 4' 6'
3/8"=1'-0"
12'
RESTROOM NOTES
1. PROVIDE DRAIN WITH TRAP PRIMER FOR EACH RESTROOM IF THERE ARE TWO OR
MORE FIXTURES. SLOPE FLOOR TO DRAIN A MIN. 1/8" PER FOOT.
2. VERIFY BUILDING STANDARD FOR WALL-HUNG/DROP-IN COUNTER SINK WHERE
APPLICABLE.
3. TOILET PAPER DISPENSERS SHALL NOT BE OF TYPE THAT CONTROLS DELIVERY, OR
THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. OPERABLE PARTS 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 MAX.
4. OPERABLE PARTS OF ALL ACCESSORIES SHALL COMPLY WITH ALL APPLICABLE
ACCESSIBILITY CODES AND STANDARDS.
- 1 -
- 2 -
- 3A - - 3B -
- 3C -- 3D -
- 2A -
- 2C -
SCALE: 33/8" = 1'-0"
UNISEX RESTROOM 100A ELEVATIONS
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
601 ACCESSIBLE HEIGHT WATER CLOSET. KOHLER HIGHCLIFF ULTRA (K-96057)
WHITE, FLOOR MOUNTED. PROVIDE MANUAL FLUSH, NO AUTOMATIC FLUSH.
REPLACE IN PLACE WHERE APPLIES.
602 SEAT COVER, NAPKIN DISPOSAL, TOILET TISSUE DISPENSER, BOBRICK
CLASSIC SERIES SS RECESSED MODEL B-3574/MODEL B-35745 AS OCCURS.
603 SINK TOTO LT307(A) COMMERCIAL WALL-HUNG LAVATORY ONLY WITH
SINGLE HOLE AND LEFT SIDE SOAP HOLE #01 COTTON, FAUCET SLOAN
OPTIMA SYSTEMS EAF-100 ELECTRONIC HANDWASHING FAUCET, 6VDC
PLUG IN ADAPTER, POLISHED CHROME. RE-USE EXISTING PLUMBING
WHERE APPLIES. PROVIDE ADDITIONAL POWER AS REQUIRED. PROVIDE
INSULATION AT ALL EXPOSED PIPING.
604 PAPER TOWEL DISPENSER, BOBRICK B-29744 SATIN FINISH SEMI-RECESSED
AUTOMATIC, UNIVERSAL ROLL 6-VOLT DC POWER SUPPLY.
605 SOAP DISPENSER SLOAN SENSOR ACTIVITED ESD-600 POLISHED CHROME,
PLUG-IN ADAPTOR POWERED.
606 GRAB BARS BOBRICK 36" & 48" LENGTH B-6806 1-1/2" DIAMETER.
607 TRASH WASTE RECEPTACLE, BOBRICK B-3644.
608 MIRROR BOBRICK B-293 1836, TILT MIRROR WITH STAINLESS STEEL FRAME
SIZE 18" WIDE BY 36" HIGH.
609 COAT HOOK BOBRICK SOLID CAST ALUMINUM B-212, MATTE FINISH COAT
HOOK WITH BUMPER.
610 BABY CHANGING STATION, KOALA KARE KB200-05 WHITE GRANITE,
HORIZONTAL WALL MOUNTED. PROVIDE IN-WALL BACKING AS REQUIRED.
613 ALL REQUIRED ACCESSIBLE/FIXTURE CLEARANCES TO BE PROVIDED AT
RESTROOM.
615 DENOTES LOCATION OF TACTILE RESTROOM SIGNAGE. SEE SHEET I0.3 FOR
DETAILS.
616 DENOTES LOCATION OF GEOMETRIC RESTROOM SIGNAGE. SEE SHEET I0.3
FOR DETAILS.
617 PROVIDE SCHLUTER TRIM, ALL SIDES, WHERE NOTED ON PLAN. SPEC:
SCHLUTER, QUADEC-E, TO COORDINATE WITH WAINSCOT TRIM.
619 EXISTING TAMPON DISPENSER TO REMAIN.
RESTROOM
REFLECTED CEILING PLAN
FLOOR PLAN
- 2B -
- 2D -
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
CR
WAITING
100
RECEPTION
101
CHECK OUT
102
207
209
102
I6.2 2A I6.22B
2C
2D
3'-9
"
13
5.0
0
°
R 7'-5 3/4"
2'-8"
234
218
237
135.0
0°
2'
-
6
"
I6.2
2E
202
235
CLEAR
3'-8"
3'-9
"
202
2'-6"
4'
-
6
"
6'
-
9
"
218
246
COPY/PRINT
103
7'-
0
"
103
WAITING
100
RECEPTION
101
CHECK OUT
102
F3
F3
F3
F3
F3
F4
F4
F4
F4
R 7'-5 3/4"
3'
-
0
"
3'
-
2
"
3'
-
0
"
2'
-
6
"
2'
-
9
"
2'
-
6
"
8'-2"
9'-10"
439
401
18
I8.2
2'
-
6
"
SE
E
R
C
P
PL
1
WORKSURFACE COUNTER WITH
CONCEALED IN-WALL SUPPORTS
AND FINISH AS SCHEDULED
18
I8.3
OPEN
3'
-
6
"
2'
-
1
0
"
2'
-
6
"
SE
E
R
C
P
SE
E
R
C
P
SSM
1
PL
1
SSM
1
21
I8.3
RECEPTION
101
OPEN TO
BEYOND
(5) EQ. SPACES
14'-8"
SE
E
R
C
P
3'
-
0
"
2'
-
2
"
2'
-
1
0
"
4"
1
1
/
2
"
PL
2
PL
1
PL
2
15
I8.3
TYP.
1 1/2"
3"
COPY/PRINT
103
OPEN 2'
-
6
"
3'
-
0
"
SSM
1
PL
1
3'
-
6
"
1
'
-
0
"
2'
-
1
0
"
SSM
1
PL
2
PL
3
20
I8.3
1/4" X 1/4" PAINTED REVEAL
(SHERWIN WILLIAMS, EL CARAMELO SW 9106)
410
8'
-
2
"
2'
-
0
"
WAITING
100
39
1
1
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1
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3
8
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7
JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
TH
E
S
E
D
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A
W
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A
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D
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P
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A
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A
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B
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B
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A
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W
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K
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X
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B
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A
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W
I
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W
A
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M
A
L
C
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B
.
W
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I
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E
N
D
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M
E
N
S
I
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N
S
S
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A
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L
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A
K
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P
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C
E
D
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N
C
E
O
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S
C
A
L
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D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
HE
J
O
B
S
I
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.
A
N
Y
D
I
S
C
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P
A
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S
H
A
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B
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B
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T
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I
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O
F
W
A
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E
M
A
L
C
O
M
B
P
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I
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T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
\
U
s
e
r
s
\
c
b
u
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n
d
i
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\
O
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-
W
a
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M
a
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c
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b
\
D
e
s
k
t
o
p
\
D
o
c
u
m
e
n
t
s
\
6
0
5
7
-
A
R
C
H
_
c
b
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n
d
i
a
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3
X
M
V
.
r
v
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2/
3
/
2
0
2
3
4
:
4
5
:
2
6
P
M
K. BURGER
CB / JG
SDG22-6057-00
EN
L
A
R
G
E
D
F
L
O
O
R
P
L
A
N
A
N
D
E
L
E
V
A
T
I
O
N
S
I6.2
CO
R
T
I
C
A
S
A
N
T
A
A
N
A
SU
I
T
E
S
1
0
0
&
1
1
0
25
0
0
R
E
D
H
I
L
L
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
5
202 PROVIDE BACKING SUPPORT BEHIND WALL-MOUNTED EQUIPMENT AND
UPPER CABINET LOCATIONS.
207 NEW COPY/PRINTER MACHINE TO BE PROVIDED AND INSTALLED BY TENANT
AT INDICATED LOCATION. PROVIDE REQUIRED POWER/DATA.
209 FLATSCREEN TV TO BE PROVIDED BY TENANT AND INSTALLED BY G.C.
PROVIDE BACKING/ADDITIONAL SUPPORT AS REQUIRED. CONFIRM SIZE AND
LOCATION WITH TENANT.
218 PROVIDE 30" WIDE X 30" HIGH PLASTIC LAMINATE WORK COUNTER WITH
BUILT-IN WALL BRACKETS. COORDINATE GROMMET LOCATION WITH
TENANT.
234 LOW WALL @ 42" A.F.F. WITH PLASTICE LAMINATE TOP CAP. SEE DETAIL
L/A8.1 FOR MORE INFORMATION.
235 PROVIDE PLASTIC LAMINATE UPPER AND LOWER CABINETRY WITH 8" BAR
PULLS, NO DRAWERS OR BACKSPLASH. PROVIDE PULL-OUT
TRASH/RECYCLE.
237 PROVIDE CUSTOM RECEPTION DESK WITH SOLID SURFACE COUNTERTOP
AND TRANSACTION TOP, PROVIDE PLASTIC LAMINATE VERTICAL FACES.
WORKSURFACE TO BE 30" A.F.F. AND TRANSACTION TOP TO BE AT 42" A.F.F
WITH 34" A.F.F. ACCESSIBLE COMPLIANT PORTION.
246 THIS DOOR TO BE PLAIN SLICED WALNUT VENEER WITH CLEAR COAT. SEE
DOOR SCHEDULE FOR ADDITIONAL INFORMATION.
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY
THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT
MIGHT ARISE.
KEYNOTES:
SEE SHEETS I0.1 -I0.2FOR GENERAL NOTES
SCALE: 13/8" = 1'-0"
ENLARGED PLANS - RECEPTION 101
RESTROOM NOTES
1. PROVIDE DRAIN WITH TRAP PRIMER FOR EACH RESTROOM IF THERE ARE TWO OR
MORE FIXTURES. SLOPE FLOOR TO DRAIN A MIN. 1/8" PER FOOT.
2. VERIFY BUILDING STANDARD FOR WALL-HUNG/DROP-IN COUNTER SINK WHERE
APPLICABLE.
3. TOILET PAPER DISPENSERS SHALL NOT BE OF TYPE THAT CONTROLS DELIVERY, OR
THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. OPERABLE PARTS 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 MAX.
4. OPERABLE PARTS OF ALL ACCESSORIES SHALL COMPLY WITH ALL APPLICABLE
ACCESSIBILITY CODES AND STANDARDS.
SEE SHEET I2.0 FOR FINISH, PLUMBING FIXTURES, RESTROOM ACCESSORIES,
EQUIPMENT AND LIGHT FIXTURE SCHEDULES
- 1A -- 1B -
- 2D -
- 2B -
- 2E -
- 2C - - 2A -
N
0 1' 2' 4' 6'
3/8"=1'-0"
12'
SCALE: 23/8" = 1'-0"
MILLWORK ELEVATIONS
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
401 THIS ROOM/AREA IS OPEN TO STRUCTURE ABOVE. PROVIDE GALVANIZED
RIGID DUCTS, ROUND DIFFUSERS AND RIGID CONDUITS. ALL MECHANICAL,
ELECTRICAL, PLUMBING, TELECOMMUNICATIONS AND AUDIO VISUAL
COMPONENTS VISIBLE AT OPEN CEILING AREAS ARE TO BE INSTALLED
NEATLY. PAINT EXPOSED STRUCTURE AND CEILING ELEMENTS P-1 FLAT
FINISH.
410 NEW METAL STUDS AND GYPSUM BOARD SOFFIT TO FOLLOW RECEPTION
DESK CURVE. SOFFIT TO RECEIVE PAINT (P-1) FLAT FINISH. SOFFIT TO BE AT
+/- 8'-2" A.F.F. TO ALIGN WITH DOOR FRAME.
439 DASHED LINE INDICATES LOCATION OF GYP. BOARD CEILING EXTENSION,
CONSTRUCTED UP TO UNDERSIDE OF STRUCTURE.
REFLECTED CEILING PLAN
FLOOR PLAN
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
±
8
'
-
0
"
TO
U
N
D
E
R
S
I
D
E
O
F
S
T
R
U
C
T
U
R
E
618
2'
-
1
0
"
2'
-
2
"
3'
-
0
"
4"
1
1
/
2
"
PL
2
PL
1
PL
2
P
1
EQ. SPACES
7'-4 1/2"
1 1/2"
13
I8.3
4"
STAFF BREAK
144
OPEN TO
BEYOND
3'
-
0
"
2'
-
2
"
1
1
/
2
"
4"
1 1/2"
EQ. SPACES
± 10'-10 1/2"
1 1/2"
1 1/2"
± 3'-0"
ADA
3'-0"
RECY.
1'-6"
TRSH.
1'-6" 2'-0"
1 1/2" VERIFY
3'-10"
1 1/2"
2'
-
0
"
VE
R
I
F
Y
6'
-
0
"
PL
2
PL
1
PL
2
10
I8.3
9
I8.3
5
I8.3
TO
U
N
D
E
R
S
I
D
E
O
F
S
T
R
U
C
T
U
R
E
16
I8.3
TYP.
MA
X
4'
-
0
"
2'
-
1
0
"
2'
-
2
"
3'
-
0
"
SE
E
R
C
P
1 1/2"
4"
PL
2
PL
1
TYP.
PL
2
RB
1
P
1
CONSULT
147
4'-6"
1'-6" 1'-7 1/2" 3'-0"1 1/2"
2'
-
6
"
SE
E
R
C
P
PL
1
19
I8.3
TYP.
OFFICE
105
RB
1
(3) EQ.
9'-7"
2'
-
1
0
"
2'
-
2
"
3'
-
0
"
SE
E
R
C
P
PL
2
PL
1
PL
2
OFFICE
157
15
I8.3
TYP.
1 1/2" 1 1/2"
±
4
'
-
8
"
3'
-
0
"
PROVIDE FROSTED FILM 3M FASARA,
SH2MAML MILANO
OPEN OFFICE
150
TO
U
N
D
E
R
S
I
D
E
O
F
S
T
R
U
C
T
U
R
E
PROVIDE FROSTED FILM 3M FASARA,
SH2MAML MILANO
5'
-
0
"
1'
-
0
"
CONFERENCE
106
T
(3) EQ. SPACES
9'-1 1/2"
1 1/2" 1 1/2"
SE
E
R
C
P
2'
-
1
0
"
2'
-
2
"
3'
-
0
"
PL
2
PL
1
PL
2
OFFICE
114
2'
-
1
0
"
2'
-
2
"
3'
-
0
"
4"
PL
2
PL
1
TYP.
PL
2
TRAINING
116
8
I8.3
EQ.
4'-6"
3'-0" 1'-7 1/2" 1'-6"1 1/2"
23
I8.3
1 1/2"
P
4
P
5
RB
4
OPEN OFFICE
150
EXIT
ROUTE
4'
-
0
"
39
1
1
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9
2
1
2
1
P
8
5
8
.
6
3
8
.
7
2
7
7
JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
TH
E
S
E
D
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A
W
I
N
G
S
A
N
D
S
P
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K. BURGER
CB / JG
SDG22-6057-00
MI
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5
1. ALL MILLWORK SHALL CONFORM TO THE CURRENT WOODWORK INSTITUTE
STANDARDS PREMIUM GRADE.
2. SHOP DRAWINGS FOR ALL CABINETRY AND MILLWORK ARE REQUIRED TO BE
SUBMITTED TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO FABRICATION AND
INSTALLATION.
3. SEE FINISH SCHEDULE FOR FINISH SPECIFICATIONS.
4. DOOR PULLS SHALL BE: 7.4" E.B. BRADLEY, EPCO BAR PULL, #E128-01-SS OR EQUAL.
5. COUNTERTOPS SHALL HAVE BACK-SPLASHES ONLY WHERE SHOWN ON ELEVATION.
6. CABINET INTERIORS SHALL BE WHITE MELAMINE, INCLUDING EDGES.
7. INTERIOR SHELVING SHALL BE COVERED IN WHITE MELAMINE.
8. DOORS SHALL BE OF FLUSH OVERLAY CONSTRUCTION.
9. DOORS EDGES SHALL BE EDGE BANDED TO MATCH THE FRONTS.
10. INTERIOR OF DOOR SHALL BE FACED WITH SAME MATERIAL AS THE FRONTS.
11. ALL DRAWERS TO HAVE ACCURRIDE (OR APPROVED EQUAL) - FULL EXTENSION GLIDES.
12. EACH CABINET DOOR TO BE NO LESS THAN 12" WIDE AND NO GREATER THAN 18" WIDE
U.O.N.
13. (*) VERIFY ALL EQUIPMENT CLEARANCES. SEE I0.3 - I0.3a ACCESSIBILITY DETAILS FOR
ADDITIONAL CLEARANCE INFORMATION.
14. PROVIDE SOFT CLOSE ACCURIDE OR EQUAL HARDWARE ON ALL CABINETS AND
DRAWERS.
MILLWORK/CABINETRY NOTES
1. SEE SHEETS I0.1 - I0.2 FOR GENERAL NOTES.
2. SEE PLUMBING DRAWINGS FOR PLUMBING FIXTURE INSTALLATIONS AND SEE I0.3a FOR
MOUNTING AND CLEARANCES.
3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE.
GENERAL NOTES
- 1C - - 1B -
- 1A -
SCALE: 3/8" = 1'-0" 3MILLWORK ELEVATION
SCALE: 3/8" = 1'-0" 2MILLWORK ELEVATION
SCALE: 3/8" = 1'-0" 4MILLWORK ELEVATION
SCALE: 3/8" = 1'-0" 7GLAZING ELEVATION
SCALE: 3/8" = 1'-0" 8GLAZING ELEVATION
SCALE: 13/8" = 1'-0"
MILLWORK ELEVATIONS
SCALE: 3/8" = 1'-0" 5MILLWORK ELEVATION
SCALE: 3/8" = 1'-0" 6MILLWORK ELEVATION
DA
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618 TENANT PROVIDED CEILING MOUNTED TV. COORDINATE WITH TENANT AND
AV VENDOR FOR FINAL INSTALLATION HEIGHT AND LOCATION.
KEYNOTES:
FLOOR PLAN
SCALE: 3/8" = 1'-0" 1 ELEVATION
1
1
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
SOLID FLUSH
WIDTH
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WIDTH
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CB / JG
SDG22-6057-00
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DOOR HARDWARE
HARDWARE SPECIFICATIONS OPERATING HARDWARE
DOOR TYPES
GENERAL NOTES
NOTE: AT EXISTING DOORS WHICH REMAIN,
HARDWARE INDICATED IN THIS SCHEDULE IS NEW
AND TO BE ADDED TO THE EXISTING ASSEMBLY.
(X) LETTER IN PARENTHESIS INDICATES
EXISTING COMPONENT.
WIDTH HEIGHT
DOOR SCHEDULE
DOUBLE DOORS
KI
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NAME.
DOOR
NO.
PER HARDWARE SPECIFICATIONS SECTION BELOW, U.O.N.
DO
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DOOR COMPONENTS
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100 WAITING SF2 6'-0"9'-8"EXIST. EXIST.B2 2i YES S 2, 3
100a UNISEX RR F1 3'-0"8'-0"D1 FR1 B1 1d F YES
102 CHECK OUT FS1 3'-0"8'-0"D2 FR1 B2 1e S F 1, 5
103 COPY/PRINT F1 3'-0"8'-0"EXIST. EXIST.B2 2i YES S F 3
104 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
105 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
106 CONFERENCE FS1 3'-0"8'-0"EXIST. FR1 B1 1e F EXISTING DOOR TO REMAIN, PROTECT. PROVIDE NEW
FRAME FOR INTEGRAL SIDELITE PER PLAN.
107 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
108 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
109 STORAGE F1 3'-0"8'-0"EXIST. EXIST.B2 1a S F 3
110 IT/SERVER F1 3'-0"8'-0"EXIST. EXIST.B2 1a S F 3, 4
111 STORAGE F1 3'-0"8'-0"D1 FR1 B1 1a F 6
112 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
113 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
114 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
115 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
116 TRAINING FS1 3'-0"8'-0"D1 FR1 B1 1e F 6
117 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
118 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
119 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
120 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
121 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
122 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
123 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
124 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
125 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
126 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
127 OFFICE F1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
128 OFFICE N1 3'-0"8'-0"EXIST. FR1 B1 1e F EXISTING DOOR TO REMAIN, PROTECT. PROVIDE NEW
FRAME AS REQUIRED TO ACCOMMODATE NEW LAYOUT.
129 OFFICE N1 3'-0"8'-0"EXIST. FR1 B1 1e F EXISTING DOOR TO REMAIN, PROTECT. PROVIDE NEW
FRAME AS REQUIRED TO ACCOMMODATE NEW LAYOUT.
130 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
131 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
132 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
133 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
134 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
135 OFFICE N1 3'-0"8'-0"D1 FR1 B1 1e F 6
136 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
137 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
138 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
139 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
140 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
141 OFFICE FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
142 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
143 PHONE N1 3'-0"8'-0"EXIST. EXIST.B1 1d F 3
144 STAFF BREAK N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
145 UNISEX RR F1 3'-0"8'-0"EXIST. EXIST.B1 1d F YES 3
146 UNISEX RR F1 3'-0"8'-0"EXIST. EXIST.B1 1d F YES 3
147 CONSULT FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
148 CONSULT FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
149 CONSULT FS1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
150a OPEN OFFICE N1 3'-0"8'-0"D1 FR1 B2 1e S F 6
150b OPEN OFFICE N1 3'-0"8'-0"D1 FR1 B2 1e S F 6
150c STORAGE F1 3'-0"8'-0"D1 FR1 B2 1a S F 4
150d STORAGE F1 3'-0"8'-0"EXIST. EXIST.B2 1a S F 3, 4
151 CONSULT N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
152 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
153 TELEHEALTH N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
154 TELEHEALTH N1 3'-0"8'-0"D1 FR1 B1 1e F 6
155 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
156 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
157 OFFICE N1 3'-0"8'-0"EXIST. EXIST.B1 1e F 3
158 WAITING FS1 3'-0"8'-0"D2 FR1 B2 1e S F 1, 5
161 HALLWAY F1 3'-0"8'-0"EXIST. EXIST.B2 2i S F 3
163 HALLWAY F1 3'-0"8'-0"EXIST. EXIST.B2 2i YES S F 3
164 HALLWAY F1 3'-0"8'-0"D1 FR1 B2 2i YES S F COORDINATE WITH ADJACENT TENANT FOR DOOR
REQUIREMENTS.
DOOR AND FRAME
SPECIFICATIONS
WESTERN INTEGRATED
(MATCH EXISTING)
CLEAR ANODIZED ALUMINUM
(MATCH EXISTING)
MARSHFIELD (MATCH EXISTING)
SIGNATURE SERIES
(MATCH EXISTING)
SOLID CORE 5-PLY
STAINGRADE WOOD VENEER,
MATCH EXISTING
FACE MATERIAL:
WHITE MAPLE, QUARTERED,
FINISH:
THICKNESS:
MANUFACTURER:
FR1 FRAME: ALUMINUM
MANUFACTURER:
STYLE/SERIES:
D1 DOOR: WOOD
MATERIAL:
CONSTRUCTION:
SLIP MATCHED
(MATCH EXISTING)
1 3/4"
A. SEE SHEET I0.2 FOR GENERAL DOOR NOTES.
B. ALL HARDWARE SHALL MEET ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING
CODES.
C. REFER TO THE FLOOR PLANS AND SPECIFICATIONS (IF PROVIDED) FOR ADDITIONAL DOOR
INFORMATION.
D. ALL DOOR FRAMES TO BE FACTORY FINISHED, U.O.N.
E. RATED DOORS SHALL HAVE AUTOMATIC CLOSERS AND COMPLY WITH REQUIREMENTS OF
ALL GOVERNING CODES AND STANDARDS.
** EXISTING TENANT ENTRY DOORS TO BE IN FULL COMPLIANCE WITH CITY OF SANTA ANA
SECURITY STANDARDS. SEE SECURITY NOTES ON I0.2 FOR MORE INFORMATION.
BUTT HINGES:
1. IVES 3 KNUCKLE 3CB1 SERIES (OR 5 KNUCKLE 5BB1 SERIES) OR
APPROVED EQUAL.
2. SIZE:
a. 3-1/2" X 3-1/2" X 0.123 GA FOR 1-3/8" DOORS.
b. 4-1/2" X 4-1/2" X 0.134 GA FOR 1-3/4" DOORS TO 36" WIDE.
c. 4-1/2" X 4-1/2" X 0.180 GA FOR 1-3/4" FOR DOORS GREATER THAN 36"
TO 42" WIDE.
d. 5" X 4-1/2" X 0.190 GA FOR 1 3/4" FOR DOORS GREATER THAN 42" TO
48" WIDE.
e. MANUFACTURER'S GUIDELINES FOR ALL OTHER DOOR
THICKNESSES.
3. QUANTITY:
1-1/2 PAIRS FOR DOORS 60" TO 90" IN HEIGHT AND AN ADDITIONAL 1/2
PAIR FOR EVERY 30" OR FRACTION THEREOF.
4. MATERIAL:
a. ALL EXTERIOR OUTSWING DOOR BUTTS SHALL BE MADE OF NON-
FERROUS MATERIAL AND SHALL HAVE STAINLESS STEEL HINGE
PINS.
b. ALL EXTERIOR OUTSWING DOORS SHALL HAVE NON-REMOVEABLE
PINS.
c. ALL FIRE RATED DOORS OR DOORS WITH CLOSING DEVICES
SHALL HAVE BALL BEARING STEEL HINGES.
PIVOTS:
1. IVES 7000 SERIES.
2. HIGH STRENGTH FORCED BRONZE OR STAINLESS STEEL TILT-ON
PRECISION BEARING AND BEARING PIN.
a. BOTTOM AND INTERMEDIATE PIVOTS: ADJUSTABILITY OF MINUS
1/16", PLUS 1/8".
CLOSING DEVICES:
1. CONCEALED - FLOOR: DORMA BTS 80 SERIES.
a. HYDRAULICALLY CONTROLLED, CEMENT CASE, MAXIMUM
DEGREE DEAD STOP PERMITTED BY TRIM OR ADJACENT
STRUCTURE. PROVIDE SPECIAL PINS, FLOOR PANS, AND
LONGER SPINDLES TO ACCOMMODATE FLOOR AND JAMB
CONDITIONS.
2. CONCEALED - OVERHEAD: LCN 2030 SERIES OR APPROVED EQUAL.
a. CONCEALED IN TRACK BUMPERS WHERE SCHEDULED.
3. SURFACE - LCN 1461 SERIES OR APPROVED EQUAL.
a. PROVIDE "DS" DESIGNER SERIES COVERS AT ALL DOORS
VISIBLE BY THE PUBLIC (STANDARD COVERS AT MAINTENANCE
ROOMS).
4. MAX. EFFORT TO OPERATE DOORS:
a. EXTERIOR DOORS - 5 LBS.
b. INTERIOR DOORS - 5 LBS.
c. FIRE RATED DOORS - 15 LBS.
5. A CLOSING DEVICE MUST BE USED ON ALL FIRE-RATED DOORS.
STOPS:
1. IVES WS40S7/FS436 SERIES DOOR STOPS:
a. WS406/407 CVX/CCV WALL STOP OR APPROVED EQUAL, TYPICAL
U.O.N.
b. FS436/R435 DOME FLOOR STOP (SIZE BASE TO FIT) OR
APPROVED EQUAL - WHERE WALL STOP WILL NOT WORK.
c. WHERE WALL OR FLOOR STOPS WILL NOT WORK PROVIDE AN
OVERHEAD STOP OR SPRING "CRUSH" ARM ON THE CLOSER.
MAGNETIC HOLDERS:
1. LCN SEM7800 (24 VDC/VAC) MAGNETIC HOLDER OR APPROVED
EQUAL AT FIRE-RATED AUTOMATIC RELEASE DOORS.
a. PROVIDE EXTENDED ARMATURES AS REQUIRED TO SUIT
CONDITIONS.
DOOR COORDINATORS (COORDINATORS TO MATCH DOOR FRAME):
1. IVES COR SERIES OR APPROVED EQUAL, SIZED TO FIT FROM STOP TO
STOP.
a. PROVIDE FULL LENGTH BRACKET FOR MOUNTING TO ALUMINUM
FRAME.
2. IF JAMB STOP DOES NOT PERMIT USE OF IVES COR SERIES,
SUBSTITUTE IVES CORG SERIES, GRAVITY COORDINATORS.
KICK PLATES:
1. IVES 8400/8402 SERIES OR APPROVED EQUAL.
2. PROVIDE 8400 SERIES AT NON-RATED DOORS AND 8402 SERIES AT
FIRE RATED DOORS.
3. SIZE AS FOLLOWS:
a. 10"x 2" LESS THAN DOOR WIDTH - SINGLE DOOR
b. 10"x 1" LESS THAN DOOR WIDTH - PAIR OF DOORS.
WEATHER STRIPPING:
1. ZERO INTERNATIONAL (ZER) OR APPROVED EQUAL:
a. THRESHOLDS - ZER 545 OR AS SHOWN ON SILL DETAILS AND AS
REQUIRED TO SUIT CONDITIONS AT EXTERIOR DOORS.
b. HEAD RAIN DRIPS - ZER 142 OR AS SHOWN ON HEAD DETAILS AND
AS REQUIRED TO SUIT CONDITIONS AT EXTERIOR DOORS. (OMIT
AT DOOR SHELTERED WITH OVERHANGS).
c. BOTTOM RAIN DRIPS - ZER 11 OR AS SHOWN ON SILL DETAILS AND
AS REQUIRED TO SUIT CONDITIONS. (AT IN-SWING DOORS).
d. DOOR BOTTOMS/SHOES - ZER 8198 OR AS SHOWN ON SILL
DETAILS AND REQUIRED TO SUIT CONDITIONS AT OUT-SWINGING
EXTERIOR DOORS.
e. DOOR BOTTOMS/SHOES - ZER 381 OR AS SHOWN ON SILL DETAILS
AND AS REQUIRED TO SUIT CONDITIONS AT IN-SWINGING
EXTERIOR DOORS.
f. HEAD AND JAMB SEALS - ZER 8042 (OR AS REQUIRED TO MEET
FIRE LABEL RATING) AT EXTERIOR DOORS AND FIRE RATED
DOORS. (OMIT AT ALUMINUM FRAMES).
g. ASTRAGALS - 383 AT NON-RATED WOOD DOORS AND 383FS AT
FIRE RATED WOOD DOORS. (SEE LATCHGUARDS FOR EXTERIOR
AND HOLLOW METAL DOORS)
LATCHGUARDS:
1. IVES LG SERIES OR APPROVED EQUAL FOR SINGLE OUTSWING
EXTERIOR DOORS.
2. ZER 44SP SERIES ASTRAGAL OR APPROVED EQUAL FOR PAIRS OF
EXTERIOR HOLLOW METAL DOORS WITHOUT PANIC HARDWARE.
KEYING:
1. ON NEW CONSTRUCTION: PROVIDE SCHLAGE LARGE FORMAT
INTERCHANGEABLE CORE CYLINDERS WITH CONSTRUCTION CORES
AND A PERMANENT CORE.
2. ON EXISTING WORK: MATCH BUILDING STANDARD OR AS DIRECTED
BY OWNER AND ARCHITECT.
BOLTS:
1. MANUAL FLUSH BOLTS:
a. IVES FB458 OR APPROVED EQUAL
b. LENGTH TO SET AS FOLLOWS:
A. BOTTOM BOLTS 12"
B. TOP BOLT 12" FOR DOORS TO 84" IN HEIGHT
C. TOP BOLT 12" PLUS AS 1" FOR EVERY ADDITIONAL INCH OF
DOOR HEIGHT OVER 84"
c. DO NOT USE ANY ROOMS NORMALLY OCCUPIED BY PEOPLE
2. AUTOMATIC FLUSH BOLTS:
a. IVES FB30 OR APPROVED EQUAL FOR HOLLOW METAL DOORS
b. IVES FB40 OR APPROVED EQUAL FOR WOOD DOORS
c. AUTOMATIC FLUSH BOLTS MUST BE USED AT ALL PAIRS OR FIRE
RATED DOORS.
1. CYLINDRICAL LOCKS
FALCON "T" SERIES LATCHING HARDWARE (FOR USE ON INTERIOR DOORS ONLY)
LEVER DESIGN: "QUANTUM"
FINISH: #626 SATIN CHROMIUM PLATED (OR APPROVED EQUAL)
a. STOREROOM LOCK
b. OFFICE LOCK
c. ENTRANCE LOCK
d. BATH PRIVACY LOCK
e. PASSAGE LATCH
f. DOUBLE CYLINDER VESTIBULE LOCK
g. CLASSROOM LOCK
h. DOUBLE CYLINDER CLASSROOM LOCK
i. ELECTRIC LOCKSET (FAIL SAFE OR FAIL SECURE AS REQUIRED)
2. MORTISE LOCKS
FALCON "T" SERIES LATCHING HARDWARE (FOR USE ON EXTERIOR AND INTERIOR DOORS)
LEVER DESIGN: "QUANTUM"
FINISH: #626 SATIN CHROMIUM PLATED (OR APPROVED EQUAL)
a. STOREROOM LOCK
b. OFFICE LOCK
c. ENTRANCE LOCK
d. BATH PRIVACY LOCK
e. PASSAGE LATCH
f. DOUBLE CYLINDER VESTIBULE LOCK
g. CLASSROOM LOCK
h. DOUBLE CYLINDER CLASSROOM LOCK
i. ELECTRIC LOCKSET (FAIL SAFE OR FAIL SECURE AS REQUIRED)
REMARK KEY NOTES
1. DOOR TO RECEIVE WALNUT VENEER FINISH.
2. EXISTING STOREFRONT ENTRY DOOR.
3. EXISTING DOOR TO REMAIN. MODIFY AS REQUIRED
PER SCHEDULE.
4. PROVIDE KEYPAD LOCK. TENANT TO PROVIDE
SPECIFICATION.
5. PROVIDE BLANK STRIKE PLATE.
6. RELOCATED DOOR. MODIFY AS REQUIRED PER
SCHEDULE.
HARDWARE GROUPS
MARSHFIELD (MATCH EXISTING)
SIGNATURE SERIES
(MATCH EXISTING)
SOLID CORE 5-PLY
PLAIN SLICED, WALNUT
VENEER, CLEAR COAT
FACE MATERIAL:
WHITE MAPLE, QUARTERED,
FINISH:
THICKNESS:
MANUFACTURER:
STYLE/SERIES:
D2 DOOR: WOOD
CONSTRUCTION:
SLIP MATCHED
1 3/4"
* = QUANTITY, TYPE AND SIZE DETERMINED BY DOOR TYPE AND SIZE,
REFER TO HARDWARE SPECIFICATIONS
B1 - STANDARD DOOR
* EA HINGE
1 EA OPEARATING HARDWARE
1 EA STOP
B2 - STANDARD DOOR W/ CLOSER
* EA HINGE
1 EA OPERATING HARDWARE
1 EA SURFACE CLOSER
1 EA STOP
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
5/8" MOISTURE RESISTANT BOARD
OVER METAL STUDS, SEE METAL
STUD TABLE FOR SPACING
BRACE TO STRUCTURE,
ALTERNATE SIDES. USE
METAL STUDS @ 4'-0" O.C ,
MATCH WALL STUD SIZE &
GAUGE (3-5/8" 20 GA. MIN)
BEND WEB & FASTEN TO TOP
TRACK . MAX. LENGTH OF
BRACE 25'-0"
45
°
WALL TAG MODIFIERS:
B3 = 3-5/8" METAL STUDS
B4 = 4" METAL STUDS
B6 = 6" METAL STUDS
B8 = 8" METAL STUDS
ACOUSTICAL INSULATION
FLOOR LINE
ACOUSTICAL SEALANT
LARR # 25889
TOP TRACK SECURED TO
WALL BRACE W/ (2) #8 SHEET
METAL SCREWS
LARR # 25889
5/8" GYPSUM BOARD OVER
METAL CEILING JOISTS, SEE
METAL JOIST TABLE FOR
SPACING
PLUMBING WALL
1
/
2
"
BOTTOM TRACK FASTENED
TO FLOOR @ 16" O.C. MAX.
WALL BASE WHERE OCCURS, SEE
FINISH PLANS
INSULATION WHERE OCCURS, SEE
FLOOR PLANS
5/8" GYPSUM BOARD
EACH SIDE OVER
METAL STUDS, SEE
METAL STUD TABLE
FOR SPACING
BOTTOM TRACK FASTENED
TO FLOOR @ 16" O.C. MAX.
FLOOR LINE
ACOUSTICAL SEALANT
CEILING TYPE AND HEIGHT PER
CEILING PLAN
TOP TRACK SECURED TO WALL BRACE
w/ (2) #8 SHEET METAL SCREWS
BRACE TO STRUCTURE, ALTERNATE
SIDES. USE METAL STUDS @ 4'-0"
O.C , MATCH WALL STUD SIZE &
GAUGE (3-5/8" 20 GA. MIN) BEND
WEB & FASTEN TO TOP TRACK .
MAX. LENGTH OF BRACE 25'-0"
45°
1
/
2
"
WALL TAG MODIFIERS:
A2 = 2-1/2" METAL STUDS
A3 = 3-5/8" METAL STUDS
A4 = 4" METAL STUDS
A6 = 6" METAL STUDS
A8 = 8" METAL STUDS
LARR # 25889
WALL TO 6" ABOVE CEILING
DECK LINE
WALL TYPE PATTERN
WALL BASE WHERE OCCURS, SEE
FINISH PLANS
6"
WALL TAG MODIFIERS:
F2 = 2-1/2" METAL STUDS
F3 = 3-5/8" METAL STUDS
F4 = 4" METAL STUDS
F6 = 6" METAL STUDS
F8 = 8" METAL STUDS
INSULATION WHERE
OCCURS, SEE FLOOR
PLANS
5/8" GYPSUM BOARD EACH SIDE
OVER METAL STUDS, SEE METAL
STUD TABLE FOR SPACING
FLOOR LINE
ACOUSTICAL SEALANT
LARR # 25889
DECK LINE
FULL HEIGHT NON-RATED WALL
I8.1
8
I8.1
13
BOTTOM TRACK FASTENED
TO FLOOR @ 16" O.C. MAX.
SLIPTRACK FASTENED TO
DECK @ 16" O.C. MAX.
SLIPTRACK ISOMETRIC
WALL TYPE PATTERN
WALL BASE WHERE OCCURS, SEE
FINISH PLANS
2" x 2" x 14 GA. STEEL TUBE
WELDED TO 3-1/2"x8"x3/8"
THICK STEEL PLATE, 5'-0" O.C.
- PLAN VIEW -
STEEL PLATE BOLTED TO SLAB
WITH (2) 5/8" DIA. HILTI KB-TZ.
IMBED 3-1/8"
ICC-ESR-1917
3
1
/
2
"
EQ
E
Q
8"
CORNER
BEAD
1"
EQ EQ
3-5/8" x 25 GA. METAL
STUDS @ 16" O.C.
5/8" GYPSUM BOARD EACH SIDE
BOTTOM TRACK WITH POWER-
DRIVEN FASTENERS @ 16" O.C.
MAX.
ICC-ESR-1752
LOW WALL
N.
T
.
S
.
6"
CORNER BEAD
42
"
H
I
G
H
-
S
E
E
F
L
O
O
R
P
L
A
N
EXISTING FLOOR LINE
WALL BASE WHERE OCCURS, SEE
FINISH PLANS
1
/
2
"
1
1
/
2
"
1/2" SPACER, PAINT
TO MATCH WALL
PL-2 PLASTIC LAMINATE
TOP CAP. SEE FINISH PLAN.
1-1/2" x 4" 12 GA. ANGLE CLIP, MATCH
BRACE/STRUT WIDTH WITH (2) #10
SCREWS TYP.
METAL DIAGONAL BRACE AS
SHOWN ON WALL TYPE
WOOD ROOF/FLOOR DECK
PURLINS OR 2x BLOCKING
ATTACHED TO DECK
SUPPORTS WITH HANGERS
WOOD SCREWS
ICC-ESR-2236
BOTTOM TRACK WITH POWER-
DRIVEN FASTENERS @ 16" O.C.
MAX.
ICC-ESR-1752
LARR #22668
CONCRETE FLOOR
#10 SCREWS (TYP.)
ACCOUSTICAL SEALANT
FULL HEIGHT NON-RATED WALL
1
/
2
"
WALL BASE WHERE OCCURS,
SEE FINISH PLANS
PURLINS OR 2x BLOCKING
ATTACHED TO DECK
SUPPORTS WITH HANGERS
1
/
2
"
M
I
N
.
WOOD FLOOR/ ROOF DECK
CEMCO SLOTTED TRACK (CST)
ICC-ESR-2012
WITH WOOD SCREWS @ 16" O.C. MAX.
ICC-ESR-2236
WALL TYPE NOTES:
1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC-ESR-1338
2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPACING BASED ON WALL HEIGHTS
AND STUD SIZES AS NOTED ON EACH WALL TYPE.
3. MAX. STUD SPACING SHALL BE 24".
4. MINIMUM FASTENER SIZE SHALL BE #6 - 1-1/4" SCREWS.
5. MAXIMUM FASTENER SPACING SHALL BE 12" FIELD AND 8" AT EDGES.
6. ALL WALL STUDS TO BE 3-5/8", U.O.N.
7. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N.
DESIGN BUILD METAL STUD:
1. STEEL STUDS AND RUNNERS: MINIMUM BASE-METAL THICKNESS:
a. 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW:
1) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES, TYPICAL LOCATIONS:
WITHSTAND LATERAL LOADING (AIR PRESSURE) OF 5 PSF WITH DEFLECTION LIMIT
NOT MORE THAN L/240 OF PARTITION HEIGHT.
2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH
CERAMIC TILE OR OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL
LATERAL LOADING (AIR PRESSURE) WITH DEFLECTION LIMIT NOT MORETHAN L/360
OF PARTITION HEIGHT, MINIMUM 20 GAGE STUDS AT 16" ON CENTER
3) WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS
ARE INDICATED OR ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE
MINIMUM 16 GAGE STUDS.
4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC
TILE FINISH, PROVIDE MINIMUM 22 GAGE STUDS.
5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS.
6) CEILINGS: AT CEILINGS USING MOLD-MILDEW RESISTANT GYPSUM, FRAMING
TO BE 16 INCHES O.C. FOR 5/8" GYPSUM.
7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMING WHICH IS EXPOSED
TO WIND LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE
TILE THICKER THAN 3/4 INCH, ETC)
b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED
SPANS, PROVIDE STRUCTURAL CALCULATIONS.
10'-6"250S125-18 12"
(S) STUD
MEMBER
SPACING
(IN.) O.C.
5 PSF
L/240
9'-7"16"
24"8'-3"
INTERIOR NON-STRUCTURAL NON-COMPOSITE:
(S) STUD
MEMBER
SPACING
(IN.) O.C.
5 PSF
L/240
250S125-18
250S125-18
12"
16"
24"
250S125-33 13'-2"
12'-0"
10'-6"
250S125-33
250S125-33
11'-5"
13'-0"
14'-4"
24"
16"
12"250S125-43
250S125-43
250S125-43
362S125-18
9'-11"
12'-2"
14'-0"12"
16"
24"
362S125-18
362S125-18
362S125-33 12"
16"
24"
17'-7"
16'-0"
14'-0"
362S125-33
362S125-33
362S125-43
15'-3"
17'-5"
19'-2"12"
16"
24"
362S125-43
362S125-43
362S125-54 (50 KSI)12"
16"
24"16'-3"
18'-7"
20'-6"
362S125-54 (50 KSI)
362S125-54 (50 KSI)
12"
16"
24"16'-5"
18'-10"
20'-9"400S125-43
362S125-68 (50 KSI)12"
16"
24"17'-5"
19'-11"
21'-11"
362S125-68 (50 KSI)
362S125-68 (50 KSI)
400S125-18 12"
16"
24"10'-5"
12'-10"
14'-9"
400S125-18
400S125-18
400S125-33 12"
16"
24"15'-1"
17'-3"
19'-0"
400S125-33
400S125-33
400S125-43
400S125-43
12"
16"
24"17'-7"
20'-2"
22'-2"400S125-54 (50 KSI)
400S125-54 (50 KSI)
400S125-54 (50 KSI)
12"
16"
24"18'-10"
21'-6"
23'-8"400S125-68 (50 KSI)
400S125-68 (50 KSI)
400S125-68 (50 KSI)
12"
16"
24"17'-7"
21'-6"
24'-4"600S125-27
600S125-27
600S125-27
12"
16"
24"20'-6"
23'-9"
26'-2"600S125-33
600S125-33
600S125-33
12"
16"
24"22'-10"
26'-1"
28'-9"600S125-43
600S125-43
600S125-43
12"
16"
24"24'-5"
27'-11"
30'-9"600S125-54 (50 KSI)
600S125-54 (50 KSI)
600S125-54 (50 KSI)
12"
16"
24"26'-2"
30'-0"
33'-0"600S125-68 (50 KSI)
600S125-68 (50 KSI)
600S125-68 (50 KSI)
12"
16"
24"28'-8"
32'-9"
36'-1"800S125-43
800S125-43
800S125-43
12"
16"
24"30'-9"
35'-2"
38'-9"800S125-54 (50 KSI)
800S125-54 (50 KSI)
800S125-54 (50 KSI)
12"
16"
24"33'-4"
38'-1"
41'-11"800S125-68 (50 KSI)
800S125-68 (50 KSI)
800S125-68 (50 KSI)
NOTE: ALL STUD INFORMATION IS BASED ON:
STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)
ICC ESR-3064P
US
E
F
O
R
F
U
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P
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S
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U
.
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.
IN
D
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W
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N
E
R
S
A
R
E
R
E
Q
U
I
R
E
D
A
T
E
N
D
S
(EXAMPLE: 6" = 600 X 1/100 INCHES)
ALL MEMEBER DEPTHS ARE TAKEN IN 1/100
INCHES. FOR ALL "T" SECTIONS MEMBER
DEPTH IS THE INSIDE DIMENSION.
MEMBER DEPTH:FLANGE WIDTH:
(EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100 INCHES)
ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES.
STYLE:
(EXAMPLE: STUD OR JOIST SECTION = S)
THE FOUR ALPHA CHARACTERS UTILIZED
BY THE DESIGNATOR SYSTEM ARE:
(EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.)
MATERIAL THICKNESS IS THE MINIMUM BASE
METAL THICKNESS IN MILS. MINIMUM BASE METAL
THICKNESS REPRESENTS 95% OF THE DESIGN
THICKNESS.
MATERIAL THICKNESS:
S = STUD OR JOIST, T = TRACK, U = CHANNEL,
F = FURRING
- 600 S 162 54
IN
D
I
C
A
T
E
S
T
H
A
T
W
E
B
S
T
I
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F
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N
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x
x
x
x
x
x
x
16 GA. METAL STUD 16" O.C.
@ ALL BACKING STUD TRACKS
16 GAUGE X 6" METAL FLAT
STRAP
W = MAX. 100 lb. PER STUD.
(2) #8-1/2" SELF-DRILLING SMS
FASTENERS PER STUD
400S162-54 HORIZONTAL BRACE.
STRADDLE STUD BELOW AND
FASTEN TO TOP TRACK WITH (4) #8
SHEET METAL SCREWS (2 EA. SIDE
OF STUD)
METAL STUD FRAMED WALL
3'-0" MIN.10'-0" MAX
.
END OF WALL PAINTED BLACK
SILL BELOW
NON-RATED INTERIOR WALL, PER
WALL TYPES
OF MULLION AND WALL
FRY DRYWALL MOLDING
ENCLOSURE
EXTERIOR WINDOW SYSTEM
BLACK NEOPRENE GASKET
COMPRESSED AT LEAST 20% OR
APPROVED SEALANT AT RATED
PARTITIONS
R-13 INSULATION
WHERE
OCCURS,
FULL HEIGHT PARTITION AS
SCHEDULED WITH 5/8" THICK
GYP. BD. BOTH SIDES
(FULL LENGTH X FULL HEIGHT)
FLOOR LINE
ACOUSTICAL SEALANT
EXISTING DECK LINE
I8.1
13
BOTTOM TRACK FASTENED
TO FLOOR @ 16" O.C. MAX.
SLIPTRACK FASTENED TO
DECK @ 16" O.C. MAX.
WALL BASE WHERE
OCCURS, SEE FINISH PLANS
I8.1
8SIM.
SMALL OFFICE
OPEN
OFFICE
SIM.
PARTIAL HEIGHT
PARTITION AS SCHEDULED WITH
5/8" GYP. BD. w/ PAINTED FINISH,
ONE SIDE ONLY.
(FULL LENGTH X FULL HEIGHT)
CEILING TYPE AND HEIGHT PER
CEILING PLAN
NOTE:VERIFY WITH
STRUCTURAL
39
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
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CB/AB
SDG22-6057-00
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I8.1
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5
SCALE: 1 1/2" = 1'-0" BWALL TYPE -B-
SCALE: 1 1/2" = 1'-0" AWALL TYPE -A-
SCALE: 1 1/2" = 1'-0"FWALL TYPE -F-
SCALE: 3" = 1'-0" LWALL TYPE -L-
SCALE: 3" = 1'-0" 9WALL SWAY BRACE
SCALE: 3" = 1'-0" 13WALL BASE
SCALE: 3" = 1'-0" 8NON-RATED WALL HEAD
SCALE: 1" = 1'-0" 6WALL TYPE NOTES
SCALE: 1" = 1'-0" 7DESIGN BUILD METAL STUD
SCALE: 12" = 1'-0" 12LIMITING WALL HEIGHT TABLE-L/240
SCALE: 12" = 1'-0" 15BACKING DETAIL FOR MISC. EQUIP.
SCALE: 12" = 1'-0" 10HORIZONTAL WALL BRACE
SCALE: 3" = 1'-0"14PARTITION AT WINDOW
SCALE: 1 1/2" = 1'-0" 16DOUBLE STUD PARTITION
DA
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2
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PL
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UB
M
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T
A
L
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
18 362S125
SECTION: (MIL)
4 PSF
LATERAL SUPPORT OF COMPRESSION FLANGE
UNSUPPORTED
JOIST SPACING (IN.) O.C. JOIST SPACING (IN.) O.C.
12'-8"
12" 16" 24"
10'-0"11'-7" 9'-3"
12" 16" 24"
7'-7" 8'-7"
MID-SPAN
27 362S125 15'-0" 12'-4"13'-11" 10'-8" 8'-10" 9'-10"
30 362S125 15'-6" 12'-10"14'-4" 11'-0" 9'-1" 10'-2"
33 362S125 16'-2" 13'-3"14'-10" 11'-5" 9'-5" 10'-7"
43 362S125 17'-9" 14'-8"16'-5" 12'-8" 10'-5" 11'-8"
27 362S137 17'-2" 14'-3"15'-11" 12'-0" 10'-0" 11'-2"
33 362S137 18'-4" 15'-2"16'-11" 12'-11" 10'-8" 11'-11"
43 362S137 20'-0" 16'-7"18'-6" 14'-3" 11'-8" 13'-2"
33 362S162 20'-10" 16'-6"18'-11" 14'-8" 12'-2" 13'-7"
43 362S162 22'-8" 18'-0"20'-7" 16'-2" 13'-4" 14'-11"
27 400S125 15'-5" 12'-9"14'-3" 10'-11" 9'-1" 10'-1"
30 400S125 16'-0" 13'-2"14'-9" 11'-4" 9'-4" 10'-5"
33 400S125 16'-7" 13'-8"15'-3" 11'-9" 9'-8" 10'-10"
43 400S125 18'-3" 15'-0"16'-10" 13'-0" 10'-8" 12'-0"
27 400S137 17'-7" 14'-8"16'-4" 12'-4" 10'-3" 11'-5"
33 400S137 18'-9" 15'-7"17'-4" 13'-3" 10'-11" 12'-3"
43 400S137 20'-7" 17'-0"19'-0" 14'-7" 12'-0" 13'-6"
33 400S162 21'-5" 17'-9"19'-10" 15'-0" 12'-6" 13'-11"
43 400S162 23'-4" 19'-4"21'-7" 16'-7" 13'-8" 15'-3"
27 600S125 17'-11" 14'-9"16'-6" 12'-5" 10'-4" 11'-6"
33
43
30 600S125
600S125
600S125
18'-5" 15'-3"17'-1" 12'-9" 10'-8" 11'-10"
18'-11" 15'-10"17'-7" 13'-2" 11'-0" 12'-3"
20'-6" 17'-0"19'-0" 14'-6" 11'-11" 13'-4"
33 600S137 21'-5" 17'-10"19'-10" 14'-11" 12'-5" 13'-9"
43 600S137 23'-1" 19'-3"21'-5" 16'-3" 13'-5" 15'-0"
33 600S162 24'-5" 20'-5"22'-8" 16'-11" 14'-1" 15'-8"
43 600S162 26'-4" 21'-11"24'-4" 18'-5" 15'-3" 17'-0"
CEILING SPAN TABLE NOTES:
1. VALUES ARE FOR SINGLE SPANS.
2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL.
3. FOR FULLY BRACED CEILINGS, USE MID-SPAN BRACED VALUES.
4. END BEARING LENGTH = 1" MINIMUM.
(EXAMPLE: 6" = 600 X 1/100 INCHES)
ALL MEMEBER DEPTHS ARE TAKEN IN 1/100
INCHES. FOR ALL "T" SECTIONS MEMBER
DEPTH IS THE INSIDE DIMENSION.
MEMBER DEPTH:FLANGE WIDTH:
(EXAMPLE: 1 5/8" = 1.625" ~ 162
X 1/100 INCHES) ALL FLANGE
WIDTHS ARE TAKEN IN 1/100
INCHES.
STYLE:
(EXAMPLE: STUD OR JOIST SECTION = S )
THE FOUR ALPHA CHARACTERS UTILIZED
BY THE DESIGNATOR SYSTEM ARE:
(EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000
IN.) MATERIAL THICKNESS IS THE MINIMUM
BASE METAL THICKNESS IN MILS. MINIMUM
BASE METAL THICKNESS REPRESENTS 95% OF
THE DESIGN THICKNESS.S = STUD OR JOIST, T = TRACK, U = CHANNEL, F
= FURRING
NOTE: ALL JOIST INFORMATION IS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION
(SSMA) ICC ESR-3064P
- MATERIAL THICKNESS: 600 S 162 54
IN
D
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A
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N
D
S
SUSPENDED
CEILING GRID
LIGHT FIXTURE
(LESS THAN 56 LBS.)
LATERAL FORCE BRACING MEMBERS
MUST BE SPACED A MINIMUM OF 6" FROM
ALL HORIZONTAL PIPING OR DUCT WORK
THAT IS NOT PROVIDED WITH BRACING
RESTRAINTS FOR HORIZ. FORCES.
BRACING WIRES MUST BE ATTACHED TO
THE GRIDAND TO THE STRUCTURE IN
SUCH A MANNER THAT THEY CAN
SUPPORT A DESIGN LOAD OF NOT LESS
THAN 200 POUNDS OR THE ACTUAL
LOADS, WHICHEVER IS GREATER, WITH A
SAFETY FACTOR OF 2.
PROVIDE MINIMUM OF 2 SCREWS
AT OPPOSIT CORNERS OF
SUPPORT WIRES, OR SCREW ON
T-BAR SAFETY CLIPS AT SIDES
OR ENDS.
TWO (2) NO. 12 GAUGE WIRES
MUST BE SECURED FROM LIGHT
& MECHANICAL FIXTURES AT
OPPOSING CORNERS ALONG THE
FIXTURE'S DIAGONAL. WIRES MAY
BE SLACK.
WHEN HEAVY-DUTY
CEILING SYSTEMS ARE
USED, SUPPLEMENTAL
HANGERS ARE NOT
REQUIRED IF A 48"
MODULAR HANGER
PATTERN IS FOLLOWED.
HEAVY-DUTY
CEILING SYSTEMS
ACOUSTICAL CEILING TILE.
WITH WALL ANGLE.
2 1/2" METAL STUD.
TYPE "X" GYPSUM BOARD
TAPED AND FINISH SMOOTH
FOR GLOSS PAINT FINISH.SE
E
R
E
F
L
E
C
T
E
D
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P
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A
N
WALL OR SOFFIT
CLOSURE ANGLE
MOLDING 7800 ACOUSTICAL PANEL
SUSPENDED CEILING
GRID
TIGHT SCREW
SEISMIC CLIP SYSTEM
ANCHOR TO WALL OR
SOFFIT BY #6 SCREWS
AT 24" O.C.
PERIMETER HANGER
WIRE AT ALL MAIN
RUNNERS AND
CROSS TEES
"ATTACHED WALL"
ARMSTRONG BERC2
ICC ESR-1308
"ATTACHED WALL"
USG ASM7
ICC ESR-1222
OR
HANGER AND PERIMETER
WIRES MUST BE PLUMB
WITHIN 1 IN 6 UNLESS
COUNTER SLOPING WIRES
ARE PROVIDED
"ATTACHED WALL"
CHICAGO METALIC
ICC ESR-2631
OR
8" MAX.
8" MAX.
7/8"
WALL OR SOFFIT
CLOSURE ANGLE
MOLDING 7800
WHERE WALL REMAINS
UNATTACHED TO CLOSURE
ANGLE, 3/4" CLEARANCE TO
BE MAINTAINED
ACOUSTICAL PANEL
SUSPENDED CEILING
GRID
LOOSE SCREW
8" MAX.
"UNATTACHED WALL"
ARMSTRONG BERC2
ICC ESR-1308
SEISMIC CLIP SYSTEM
ANCHOR TO WALL OR
SOFFIT BY #6 SCREWS
AT 24" O.C.PERIMETER HANGER WIRE AT
ALL MAIN RUNNERS AND
CROSS TEES
HANGER AND PERIMETER
WIRES MUST BE PLUMB
WITHIN 1 IN 6 UNLESS
COUNTER SLOPING WIRES
ARE PROVIDED
7/8"
3/4"
8" MAX.
3/4"
"UNATTACHED WALL"
USG ASM7
ICC ESR-1222
"UNATTACHED WALL"
CHICAGO METALIC
ICC ESR-2631
OR
OR
ARMSTRONG SEISMIC
JOINT CLIP WORK WITH
ARMSTRONG 15/16" AND
9/16" GRID SYSTEMS.
(PRELUDE, SUPRAFINE AND
SILHOUETTE
MAIN BEAM: SJMR
CROSS TEE: SJCG
SILHOUETTE AND
INTERLUDE CROSS TEE:
SJCSI
ICC ESR-1308
OR
USG ACM7
ICC ESR-1222
OR
CHICAGO METALIC
SST
ICC ESR-2631 HORIZONTAL SEISMIC SLOT
VERTICAL POSITIONING STAMP
(ARMSTRONG "SJCG" SHOWN)
SEISMIC JOINT
CLIP TWO PIECE
UNIT W/ SLOTS
SUSPENDED CEILING
SPRINKLER HEAD, SEE FIRE
PROTECTION DRAWINGS
NOTE:
PROVIDE 2 INCHES OVER SIZED TRIM
RINGS FOR SPRINKLERS (AND OTHER
PENETRATIONS) TO ALLOW FOR AT
LEAST 1" OF MOVEMENT IN ALL
DIRECTIONS.
MIN.
2"
MI
N
.
1
"
.
SUSPENDED 5/8" GYP.
BOARD CEILING USE WATER
RESISTANT GYP. BD. IN
RESTROOMS OR WET AREAS.
1 1/2" CHANNELS AT 4'-0"
O.C. WHERE CEILING IS
GREATER THAN 8'-0" IN
WIDTH, PROVIDE 1 1/2" COLD
ROLLED STEEL "C"
CHANNELS PERPENDICULAR
TO RUNNERS.
7/8" HAT TRACK FURRING.
#8 HANGER WIRE TYP. TO
UNDERSIDE OF STRUCTURE
ABOVE.
SE
E
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F
.
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G
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T
S
STEEL DECK
TOP TRACK WITH POWER-DRIVEN
FASTENERS AT 16"O.C. MAX.
ICC-ESR-1752
3-5/8" METAL STUDS @ 24"
MAX O.C. WITH TOP AND BOTTOM
TRACKS.
MIN 12" WIDE OVER 2 FLUTE SPAN 14
GA. GSM CONTINUOUS ENCLOSURE
SECURED TO DECK WITH POWER-
DRIVEN FASTENERS
ICC-ESR-1752
WALL PERPENDICULAR
TO FLUTES
WALL PARALLEL TO FLUTES
THE FOLLOWING SPANS ARE BASED UPON STUDS HAVING A 1-5/8" LEG WITH A 3/8" RETURN.
DOUBLE STUDS ARE CONNECTED TOGETHER IN THE SHAPE OF A , WITH ONE #6 SHEET METAL
SCREW AT 16" O.C.. ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER WITH TWO #8
SCREWS. SEE DETAILS FOR ATTACHMENT TO STRUCTURE ABOVE.
DBL 1-5/8 X 20 GA
STEEL STUDS
3-5/8" X 20 GA. STUDS- SCREWED W/ 7/16" 9 GA.
FRAMING SCREWS @ 24" O.C. STAGGERED- SANDWICH
MAIN RUNNER BACK. & ATTACH W (3) 7/16" FRAMING
SCREWS.
PRE-MANUFACTURED STRUTS MAY ONLY BE USED IF ENGINEERING IS APPROVED BY THE BUILDING
DEPARTMENT. GC TO SUBMIT FOR APPROVAL.
METAL STUDS:
MANUFACTURED STRUTS:
MAIN RUNNER
2" MAX
1-5/8 X 20 GA.
MAIN RUNNER
TO 15'-0"
TO 15'-0"
TO 12'-0"
SUSPENDED CEILING SYSTEM, SEE
REFLECTED CEILING PLAN FOR
SPECIFICATIONS.
ICC ESR-2631 LARR #24299
(CHICAGO METALLIC), OR
ICC ESR-1222 LARR #25764
(USG INTERIORS), OR
ICC ESR-1308 LARR #25032
(WORTHINGTON ARMSTRONG
VENTURE)
CIRCLE INDICATES REQUIRED
LOCATION OF COMPRESSION
STRUTS. SEE BELOW.
20GA. MTL. STD COMPRESSION STRUT @ EA. SET OF
BRACING WIRES W/(2) #8 SHEET MTL. SCREWS TO THE
GRID, SPAN PER TABLE ABOVE.
SUSPENDED CEILING
SYSTEM. SEE CEILING PLAN.
(2) STUD ORIENTATION
12GA. BRACING W/4 TIGHT TURNS IN 1 1/2" EACH
END. SPLAY WIRE BRACING IN CLUSTERS OF FOUR
WIRES ATTACHED TO MAIN RUNNER WITHIN 2" OF A
CROSS TEE SECTION.
CROSS
RUNNER
LATERAL FORCE BRACING: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO THE
STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. LATERAL FORCE BRACING
SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS.
LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL
PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZ. FORCES.
BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER
THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOADS,
WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2.
ATTACHED
UNATTACHED
UN
A
T
T
A
C
H
E
D
AT
T
A
C
H
E
D
2-1/2" X 20 GA TO 13'-6"
DBL 2-1/2" X 20 GA
CEILING SYSTEMS ARE TO
BE ATTACHED ONLY AT 2
ADJACENT WALLS OR SOFFITS
12GA. VERTICAL HANGER WIRE @ 4'-0" O.C. EACH WAY
(4' O.C. AT MAIN RUNNER) MINIMUM 3 TIGHT TURNS IN
1-1/2" BOTH ENDS TYPICAL
THE FOLLOWING INSTALLATION DETAILS ARE TO BE CONSIDERED TO BE COMPLYING WITH THE ABOVE
REQUIREMENTS.
NOTES:
1. WHERE THE ROOF SYSTEM IS COMPOSED OF WOOD BEAMS, PURLINS, AND SUB-PURLINS, THE 2 X
4 SUB-PURLINS ARE NOT TO BE CONSIDERED AS STRUCTURAL MEMBERS SUPPORTING THE ROOF.
2. CEILING SUSPENSION SYSTEM SHALL COMPLY WITH 808 AND 2506.2.1. COMPONENTS SHALL BE
ASTM "HEAVY DUTY" CLASS.
3. THE COMPRESSION STRUT SHALL BE VERTICAL, AND SHALL NOT HANG MORE THAN 1 IN 6 OUT-OF-
PLUMB.
ACOUSTICAL CEILING SUSPENSION SYSTEM
LATERAL FORCE BRACING AND SUSPENSION
LIGHT
FIXTURE
FIRE
SPRINKLER
6'
-
0
"
MA
X
.
1
2
'
-
0
"
OC
T
Y
P
.
12'-0"
OC TYP.
*
SEISMIC JOINT IF
REQ'D. PER PLAN
* = 45 DEGREES*
**
I8.2
6
I8.2
4
12
I8.2
11
I8.2
I8.2
3
SUSPENDED ACOUSTICAL
CEILING, SEE RCP
BRACE TO STRUCTURE, PER WALL
TYPE
45
°INSULATION WHERE OCCURS,
SEE RCP
SCRIBE WALL BOARD TO CEILING
GRID AND TRIM NEAT AND TRUE
WALL TO UNDERSIDE OF
CEILING
DECK LINE
5/8" GYPSUM BOARD
OVER METAL
CEILING JOISTS, SEE
METAL JOIST TABLE
FOR SPACING
LARR # 25889
CEILING WALL ANGLE
SUSPENDED ACOUSTICAL
CEILING, SEE RCP
MI
N
.
6"
SUSPENDED ACOUSTICAL
CEILING
GYPSUM BOARD
CEILING
2 1/2" METAL STUD.
TYPE "X" GYPSUM BOARD
TAPED AND FINISH SMOOTH
FOR GLOSS PAINT FINISH.
SUSPENDED
GRID AND
ACOUSTIC
TILE PER
PLAN.
PROVIDE 18" GA.
DIAGONAL BRACING@
4'-0" O.C. ATTACHED
WITH (3) #10 SMS , TYP.
METAL STUD CEILING JOISTS,
TYP. SEE ALLOWABLE SPAN
TABLE THIS SHEET.SE
E
R
C
P
1
'
-
0
"
OVERHANG
+/-1'-6"
5/8" THICK GYP. BOARD CEILING,
PAINTED PER PLAN.
+/
-
6
"
+/
-
6
"
ACOUSTICAL CEILING
TILE WITH WALL
ANGLE
RUN GYP. BD. TO
UNDERSIDE OF DECK AND
FINISH AS REQUIRED.
TYPE "X" GYPSUM BOARD
TAPED AND FINISH SMOOTH
FOR GLOSS PAINT FINISH
2'
-
0
"
SEE PLAN
1'-6"
SE
E
P
L
A
N
6"
45°METAL STUD BRACING
@ 24" O.C.
METAL STUD
BRACING @ 24" O.C.
WHERE CEILING TO
DECK EXCEEDS
WIDTH OF SOFFIT
METAL DEFLECTION
TRACK. GAUGE TO
MATCH GAUGE OF
WALL STUD. FASTEN
TO DECK WITH POWER-
DRIVEN FASTENERS @
24" O.C. AT COMPOSITE
DECK
OPEN CEILING
AREA
EXTERIOR CONCRETE WALL
SUSPENDED ACOUSTICAL
CEILING, SEE RCP
EXTERIOR WINDOW
SYSTEM
POWER DRIVEN ANCHOR AT
STUD
SE
E
R
E
F
.
C
E
I
L
I
N
G
P
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A
N
FO
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I
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I
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I
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T
S
SHEET METAL. GAUGE TO
BE CONFIRMED BY
CONTRACTOR TO
PREVENT DEFLECTION
AND OIL CANNING. FINISH
TO BE APPROVED BY
BUILDING OWNER.
METAL STUD.
TYPE "X" GYPSUM BOARD
TAPED AND FINISH SMOOTH
FOR PAINT FINISH.
ACOUSTICAL CEILING TILE.
WITH WALL ANGLE.
OPEN TO
STRUCTURE
39
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JOB NO.:
DRAWN BY.:
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A
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W
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CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
\
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s
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c
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n
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3
/
2
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2
3
4
:
4
5
:
3
8
P
M
K. BURGER
CB / JG
SDG22-6057-00
DE
T
A
I
L
S
I8.2
CO
R
T
I
C
A
S
A
N
T
A
A
N
A
SU
I
T
E
S
1
0
0
&
1
1
0
25
0
0
R
E
D
H
I
L
L
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
5
N.T.S. 2ALLOWABLE CEILING SPANS-L/240
N.T.S. 4
LIGHT FIXTURE@SUSPENDED
CLNG.
SCALE: 3" = 1'-0" 13CEILING TRANSITION
SCALE: 3" = 1'-0" 12ATTACHED CLOSURE ANGLE
SCALE: 3" = 1'-0" 11UNATTACHED CLOSURE ANGLE
N.T.S. 3SEISMIC JOINT CLIP
SCALE: 3" = 1'-0" 6SPRINKLER CEILING PENETRATION
SCALE: 3" = 1'-0" 15SUSPENDED GYP. BOARD CEILING
SCALE: 3" = 1'-0" 16TOP OF WALL AT CEILINGS
SCALE: 12" = 1'-0" 10SUSPENDED CEILING
SCALE: 1 1/2" = 1'-0" 19CEILING TRANSITION TO WALL
SCALE: 3" = 1'-0" 14 CEILING TRANSITION
SCALE: 1 1/2" = 1'-0"17
CONF. ROOM - TRANSITION
BETWEEN DRYWALL & TBAR
CEILINGS
SCALE: 1" = 1'-0"18SOFFIT @ RECEPTION AREA
SCALE: 1 1/2" = 1'-0" 5SOFFIT AT PERIMETER WALL
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
SCALE: 3" = 1'-0" 20CEILING HEADER TRANSITION
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
FLOOR PLAN
SEE
5/8" TYPE 'X' GYPSUM
BOARD EACH
SIDE OVER METAL STUD.
SEE STUD TABLE FOR
SIZE AND SPACING.
INSULATION
WHERE OCCURS.
FIXED GLASS.
DOOR FRAME PER SCHEDULE.
DOOR PER SCHEDULE.
FIRE EXTINGUISHER CABINET (F.E.C.)
.VERIFY ROUGH OPENING
W/ MFG. IN FIELD.
.
(2) LAYERS 5/8" TYPE "X" GYP. B.D.
BEHIND F.E.C. W/FURRING CHANNELS
TO MAINTAIN 1-HR RATING.
5/8 " TYPE "X" GYP. BD. TYP.
VARIES PER MANUFACTURER. (4"MAX)
METAL STUDS WHERE OCCUR.
ONE-HOUR WALL INSTALLATION NON-RATED
INSTALLATION
NOTE : MOUNT FEC SO HIGHEST OPERABLE
PART OF CABINET OR EXTINGUISHER
DOES NOT EXCEED 48" AFF.
DOOR JAMB
DOOR IN OPEN
POSITION
40
"
6"
SIDELITE
PARTIAL PLAN
LIGHT SWITCH
AND/OR SENSOR
THERMOSTAT
TOP OF OUTLET BOX
NOTE:
PROVIDE METAL BLOCKING BETWEEN
STUDS TO MOUNT LIGHT
SWITCH/SENSOR & THERMOSTAT AT
DIMENSION INDICATED
DOOR HANDLE
(OR @ GLASS FRONT)
NOTE:
PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT
LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION
INDICATED.
6"
40
"
LIGHT SWITCH AND/OR
SENSOR
THERMOSTAT
DOOR HANDLE
INSULATION WHEN OCCURS.
5/8" TYPE 'X' GYP. BD. EACH
SIDE OVER METAL STUD.
SEE STUD TABLE FOR SIZE
AND SPACING.
METAL RACK.
3-5/8" METAL STUD NESTED
IN METAL TRACK.
ALUMINIUM WINDOW FRAME.
FIXED GLASS.
4 7/8"
5/
8
"
2
"
DOOR PER SCHEDULE
16 GA. HOLLOW METAL FRAME
METAL STUD NESTED IN METAL
TRACK
BACKER ROD AND SEALANT AT
BOTH SIDES
5/8" TYPE "X" GYPSUM BOARD
EACH SIDE OVER METAL STUD.
SEE STUD TABLE FOR SIZE AND
SPACING
INSULATION WHERE OCCURS
DO
O
R
D
I
M
.
SE
E
S
C
H
E
D
U
L
E
FIXED GLASS
ALUMINUM WINDOW
FRAME
BACKER ROD AND
SEALANT
CONCRETE SLAB
FINISH FLOOR MATERIAL
SHIM AS REQUIRED
SEE CEILING PLAN
FOR CEILING HEIGHT
3/4" MELAMINE SHELF (1" IF
OVER 3'-0" WIDE), TYP. -
PROVIDE EDGE BANDS AT
FRONT & BACK
1/4" MELAMINE BACK, TYP.
3/4" FRENCH CLEAT
FASTENED TO STUDS, TYP.
3/4" PLASTIC LAMINATE
CABINET DOOR, TYP. -
FINISH BOTH SIDES &
PROVIDE EDGE BAND AT ALL
4 EDGES
3/4" MELAMINE TOP W/EDGE
BAND
3/4" PLASTIC LAMINATE
DRAWER FACE
3/4" PLASTIC LAMINATE
COUNTERTOP
1/2" MELAMINE DRAWER
BACK & SIDES
3/4" PLASTIC LAMINATE
BACKSPLASH WITH 1/4"
RADIUSED COVE
3/16" DIA. HOLES FOR SHELF
SUPPORTS, TYP.
2 x 4 WOOD STRETCHERS AT
2'-0" O.C.
FRAMELESS CONCEALED
HINGE, TYP.
PLASTIC LAMINATE BASE
3/4" MELAMINE DRAWER
BOTTOM
3/4" x 3" STRETCHER, TYP.
HARDWARE PER ELEVATIONS,
MOUNTED HORIZONTALLY, WITH
COUNTER-SUNK SCREWS &
CAPS, TYP. - PROVIDE
SILENCERS AT DOORS
CLEAR
1'-3"
1'-5"
1
1
/
2
"
3'
-
0
"
2'
-
2
"
VA
R
I
E
S
2'
-
1
0
"
4"
3"
8'
-
0
"
4"
2'-0"
1/2"
EQ
.
EQ
.
1
1
/
2
"
5"
1
1
/
2
"
TY
P
.
1/
8
"
G
A
P
GYP. SOFFIT PER RCP
SEE CEILING PLAN
FOR CEILING HEIGHT
3/4" MELAMINE SHELF (1" IF
OVER 3'-0" WIDE), TYP. -
PROVIDE EDGE BANDS AT
FRONT & BACK
1/4" MELAMINE BACK, TYP.
3/4" FRENCH CLEAT
FASTENED TO STUDS, TYP.
3/4" PLASTIC LAMINATE
CABINET DOOR, TYP. -
FINISH BOTH SIDES &
PROVIDE EDGE BAND AT ALL
4 EDGES
3/4" MELAMINE TOP W/EDGE
BAND
3/4" PLASTIC LAMINATE
COUNTERTOP
3/16" DIA. HOLES FOR SHELF
SUPPORTS, TYP.
2 x 4 WOOD STRETCHERS AT
2'-0" O.C.
FRAMELESS CONCEALED
HINGE, TYP.
PLASTIC LAMINATE BASE
OPEN
ABOVE
3/4" x 3" STRETCHER, TYP.
HARDWARE PER ELEVATIONS,
MOUNTED HORIZONTALLY, WITH
COUNTER-SUNK SCREWS &
CAPS, TYP. - PROVIDE
SILENCERS AT DOORS
CLEAR
1'-3"
2'-0"
1'-5"
3"
4"
2'
-
1
0
"
2'
-
2
"
3'
-
0
"
8'
-
0
"
VA
R
I
E
S
1
1
/
2
"
1
1
/
2
"
1
1
/
2
"
TY
P
.
1
/
8
"
G
A
P
3/4" PLASTIC LAMINATE
COUNTERTOP
3/4" PLASTIC LAMINATE
BACKSPLASH WITH 1/4"
RADIUSED COVE
DRAIN & HOT WATER PIPING
TO BE WRAPPED WITH
INSULATION AS REQUIRED
ACCESSIBLE INTEGRAL
TOE-KICK
STAINLESS STEEL SINK
W/OFFSET DRAIN, 6" DEEP MAX.
3/4" PLASTIC LAMINATE
FALSE FRONT TO ALIGN WITH
ADJACENT DRAWERS
FOOD WASTE DISPOSER AT
LOCATIONS INDICATED PER
PARTITION PLAN
FRAMELESS CONCEALED
HINGE, TYP.
3/4" x 3" STRETCHER, TYP.
1/4" MELAMINE BACK, TYP.
2'-0"
4"
1/2"
3"
4"
1
/
2
"
1
1
/
2
"
5"
1
1
/
2
"
TY
P
.
1/
8
"
G
A
P
TO
T
O
P
O
F
O
P
P
E
R
M
O
S
T
S
U
R
F
A
C
E
2'
-
1
0
"
KN
E
E
C
L
E
A
R
A
N
C
E
2'
-
3
"
M
I
N
.
KNEE/TOE CLEARANCE
1'-5" MIN.
1:6
MAX.
SLOPE
MIN.
8"
MAX.
6"
MI
N
.
9"
3/4" PLASTIC LAMINATE
COUNTERTOP
3/4" PLASTIC LAMINATE
BACKSPLASH WITH 1/4"
RADIUSED COVE
3/4" x 2" CLEAT
3/4" SUBTOP
ADJACENT CABINET BEYOND
UNDER-COUNTER
EQUIPMENT
2'
-
1
0
"
1
1
/
2
"
2'-0"
1/2"
4"
P.LAM. WORK SURFACE WITH
EASED EDGE
P.LAM. OVER SUBSTRATE, TYP.
FLOOR RUNNER
GROMMET WITH PLASTIC
SLEEVE - SPACE AS NEEDED
2-1/2"x2-1/2"x1/4" STEEL
ANGLE SUPPORT @ 24" O.C..
AND AT EACH COUNTER END.
WALL, SEE PARTITION PLAN
ON
E
L
E
V
.
4"
U
.
N
.
O
.
SE
E
I
N
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
2'-0"
3/4" MELAMINE SHELF (1" IF
OVER 3'-0" WIDE), TYP. -
PROVIDE EDGE BANDS AT
FRONT & BACK
3/4" PLASTIC LAMINATE
DRAWER FACE
3/4" PLASTIC LAMINATE
COUNTERTOP
1/2" MELAMINE DRAWER
BACK & SIDES
3/16" DIA. HOLES FOR SHELF
SUPPORTS, TYP.
2 x 4 WOOD STRETCHERS AT
2'-0" O.C.
PLASTIC LAMINATE BASE
3/4" MELAMINE DRAWER
BOTTOM
3/4" x 3" STRETCHER, TYP.
2'
-
1
0
"
4"
3"
1/2"
EQ
.
EQ
.
1
1
/
2
"
5"
1
1
/
2
"
TY
P
.
1/
8
"
G
A
P
SEE CEILING PLAN
FOR CEILING HEIGHT
4" BRUSHED STAINLESS WIRE
PULLS MTD. HORIZONTALLY,
WITH COUNTER-SUNK
SCREWS & CAPS. PROVIDE
SILENCERS.
1/4" MELAMINE BACK
3/4" FRENCH CLEAT
FASTENED TO STUDS, TYP.
3/4" P.LAM. CABINET DOOR
- FINISH BOTH SIDES &
PROVIDE EDGE BAND AT ALL
4 EDGES
3/4" MELAMINE TOP W/EDGE
BAND
FRAMELESS CONCEALED
HINGE
P.LAM. SPACER
3/4" MELAMINE SHELF (1" IF
OVER 3'-0" WIDE) -
PROVIDE EDGE BANDS AT
FRONT & BACK
REFRIGERATOR/
VENDING MACHINE
3/4" P.LAM. BOTTOM
W/EDGE BAND
3/16" DIA.
HOLES FOR
SHELF
SUPPORTS
GYP. BD. SOFFIT - SEE
R.C.P.
1"
1
1
/
2
"
U.O.N.
2'-6"
VA
R
I
E
S
VE
R
I
F
Y
+/
-
8
'
-
0
"
VE
R
I
F
Y
1'
-
9
"
VE
R
I
F
Y
W
/
T
E
N
A
N
T
6'
-
3
"
A
.
F
.
F
.
24"3/4" PLAM SLIDE OUT BIN
CONTAINER BOX ATTACHED TO
FRONT w/ FULL EXTENSION
HEAVY DUTY GLIDES
3/4" PLASTIC
LAMINATE FACE
SCHEDULED
COUNTERTOP
1/2" MELAMINE DRAWER
BACK & SIDES
PROVIDE TWO WHITE TALL
BINS PER PULL OUT
2 x 4 WOOD STRETCHERS AT
2'-0" O.C.
PLASTIC LAMINATE BASE
3/4" x 3" STRETCHER, TYP.
3"
4"
2'
-
1
0
"
2'-0"
3"
3'
-
6
"
2'-6"
2'
-
6
"
1'
-
0
"
RUBBER BASE
PLASTIC LAMINATE
OVER 3/4" PLYWD.
L-METAL BRACKET
@ 48" O.C. MAX.
WHITE GROMMET, VIF
1/4" DIA. X 3/4" LONG HILTI
DROP-IN ANCHOR @ 32" O.C.
@ 4" FROM ENDS
2-1/2" 25 GA. MTL.
STUD
PLASTIC LAMINATE
OVER 3/4" PLYWD.
1/4" REVEAL
PAINTED SHERWIN
WILLIAMS SW 9106
SOLID SURFACE
TRANSACTION TOP
PLASTIC LAMINATE
OVER 3/4" PLYWD.
SOLID SURFACE
WORKSURFACE
4"
PROVIDE 1.5" SSM
OVERHANG
1
1
/
2
"
SURFACE MOUNT ELECTRICAL
AND CONCEAL CONDUIT TO
UNDERSIDE OF WORKSURFACE
3"
2'
-
1
0
"
2'-6"
2'
-
6
"
1
'
-
0
"
RUBBER BASE
PLASTIC LAMINATE
OVER 3/4" PLYWD.
L-METAL BRACKET
@ 48" O.C. MAX.
WHITE GROMMET, VIF
1/4" DIA. X 3/4" LONG HILTI
DROP-IN ANCHOR @ 32" O.C.
@ 4" FROM ENDS
2-1/2" 25 GA. MTL.
STUD
1/4" REVEAL
PAINTED SHERWIN
WILLIAMS SW 9106
PLASTIC LAMINATE
OVER 3/4" PLYWD.
SOLID SURFACE
WORKSURFACE
4"
SOLID SURFACE
TRANSACTION TOP
PROVIDE 1.5" SSM
OVERHANG
1
1
/
2
"
SURFACE MOUNT ELECTRICAL
AND CONCEAL CONDUIT TO
UNDERSIDE OF WORKSURFACE
2 x 4 WOOD STRETCHERS AT
2'-0" O.C.
PLASTIC LAMINATE AS SCHEDULED
3/4" PLASTIC LAMINATE
DRAWER FACE
3/4" MELAMINE DRAWER
BOTTOM
1/2" MELAMINE DRAWER
BACK & SIDES
2'-0"
3"
1/2"
EQ
E
Q
2"
2"
2"
6"
6"
1
1
/
2
"
TY
P
.
1/
8
"
G
A
P
,
FULL HEIGHT TILE
BACKSPLASH PER FINISH
PLAN
4"
PLASTIC LAMINATE BASE
PE
R
E
L
E
V
A
T
I
O
N
MICROWAVE
OVEN BY
OTHERS
2'-0"
2'
-
1
0
"
4"
1
'
-
0
"
1
"
1'
-
4
"
1
1
/
2
"
2 x 4 WOOD STRETCHERS AT
2'-0" O.C.
1/2" MELAMINE DRAWER
BACK & SIDES
PLASTIC LAMINATE BASE
3"
3/4" MELAMINE SHELF (1" IF
OVER 3'-0" WIDE), TYP. -
PROVIDE EDGE BANDS AT
FRONT & BACK
PLASTIC LAMINATE AS
SCHEDULED
1/4" PLASTIC LAMINATE BACK
3/4" MELAMINE SHELF (1" IF
OVER 3'-0" WIDE), TYP. -
PROVIDE EDGE BANDS AT
FRONT & BACK
1/4" MELAMINE BACK, TYP.
3/4" FRENCH CLEAT
FASTENED TO STUDS, TYP.
3/4" PLASTIC LAMINATE
CABINET DOOR, TYP. -
FINISH BOTH SIDES &
PROVIDE EDGE BAND AT ALL
4 EDGES
3/4" MELAMINE TOP W/EDGE
BAND
3/16" DIA. HOLES FOR SHELF
SUPPORTS, TYP.
2 x 4 WOOD STRETCHERS AT
2'-0" O.C.
FRAMELESS CONCEALED
HINGE, TYP.
PLASTIC LAMINATE BASE
3/4" x 3" STRETCHER, TYP.
PER PLAN
3"
4"
PE
R
E
L
E
V
A
T
I
O
N
TY
P
.
1/
8
"
G
A
P
3/4" FIXED MELAMINE
SHELF, 1" IF OVER 3'-0"
WIDE.
HARDWARE PER ELEVATIONS,
MOUNTED HORIZONTALLY,
WITH
COUNTER-SUNK SCREWS &
CAPS, TYP. - PROVIDE
SILENCERS AT DOORS
REFER TO DETAIL 21/A8.1 FOR
BACKING SUPPORT.
GRK 772691120793
CABB8212HP CABINET
SCREWES, # 8" X 2-1/2"
FINISH WALL
SCHLUTER - QUADEC - E
FINISH: AE SATIN
ANODIZED ALUMINUM
TILE
SUBSTRATE
SCHLUTER - DILEX - AHK
FINISH: ACGB BRUSHED CHROME
ANODIZED ALUMINUM
39
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M
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T
O
F
A
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Y
W
O
R
K
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
C:
\
U
s
e
r
s
\
c
b
u
e
n
d
i
a
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W
a
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a
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A
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r
v
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2/
3
/
2
0
2
3
4
:
4
5
:
4
1
P
M
K. BURGER
CB / JG
SDG22-6057-00
DE
T
A
I
L
S
I8.3
CO
R
T
I
C
A
S
A
N
T
A
A
N
A
SU
I
T
E
S
1
0
0
&
1
1
0
25
0
0
R
E
D
H
I
L
L
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
5
SCALE: 3" = 1'-0" 2INTEGRAL DOOR & WINDOW JAMB
SCALE: 3" = 1'-0"11FIRE EXTINGUISHER CABINET
SCALE: 3/8" = 1'-0" 7LT. SWITCH / T-STAT @ SIDELITE
SCALE: 3/8" = 1'-0" 6L.T. SWITCH/T-STAT INSTALLATION
SCALE: 3" = 1'-0" 3WINDOW HEAD (JAMB & SILL SIM)
SCALE: 3" = 1'-0" 1DOOR HEAD (JAMB SIM.)
SCALE: 3" = 1'-0"4WINDOW SILL
SCALE: 1" = 1'-0" 13UPPER/LOWER CABINETS
SCALE: 1" = 1'-0" 15UPPER/LOWER CAB. W/O DRAWERS
SCALE: 1" = 1'-0"16LOWER CABINET AT SINK
SCALE: 1" = 1'-0" 18LOWER CAB. AT EQUIP. OPENING
SCALE: 1" = 1'-0"19 COUNTERTOP SUPPORT
SCALE: 1" = 1'-0"17LOWER CABINETS
SCALE: 1" = 1'-0" 5UPPER CABS ABOVE REFR./VEND.
SCALE: 1" = 1'-0" 10PULL-OUT BASE CABINET
SCALE: 1" = 1'-0" 20RECEPTION DESK - 01
SCALE: 1" = 1'-0" 21RECEPTION DESK
SCALE: 1" = 1'-0"8LOWER CABS W/DRAWERS
SCALE: 1" = 1'-0" 9LOWER CAB MICRO
DA
T
E
RE
M
A
R
K
S
20
2
2
-
1
2
-
2
0
PL
A
N
C
H
E
C
K
S
UB
M
I
T
T
A
L
SCALE: 1" = 1'-0" 23FULL HEIGHT CABINET
SCALE: 1 1/2" = 1'-0" 24
TOP OF TILE
WAINSCOT, TYP.
SCALE: 1 1/2" = 1'-0" 25BASE, TYP.
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2.Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5.Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6.Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7.Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8.Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9.Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10.Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11.*Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12.Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City Official Requesting Review:City Reference #: __________________________
City / County: _____________________________________Date: __________________________________
Contact Name: _____________________________________E-Mail: __________________________________
Title: _____________________________________ Phone #: _________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County:
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________
Date: _________________________________
OCFA Authorization
Updated: 08/30/2021
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23
2500 S Redhill Ave
#100 and #110 -
101113828-29 and
20178695
04/20/23