HomeMy WebLinkAbout500 W Warner Ave Unit B - Plan(6)6,2 251$3 /'((15*(7 ,16,(*((55
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UNIT B
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
500 W Warner Ave
Unit B4/14/2025
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
500 W Warner Ave
Unit B4/14/2025
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 / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** 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: 06/02/2020 rs
500 W Warner Ave
Unit B4/14/2025
8351 Elm Avenue, Suite 107
Rancho Cucamonga, CA 91730
P 800.351.7958
DATE# BY COMMENTS
REVISIONS
CUSTOMER
FACILITY LOCATION
PROJECT
SALES REP
PROJECT MGR
DRAWN / LAST EDITED BY
CREATED REVISED ON
FILE NAME
REV. NO.
BUILDERS SURP.
SANTA ANA, CA
RACK STORAGE INSTALLATION
DRAKE KELLEY
DRAKE KELLEY
00
Builders Surplus Structural
11/12/2024 11/12/2024 10:20 AM
SCOTT VASQUEZ
BU
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WAREHOUSE
SCOPE OF WORK
FDC
FIRE RISER
SPRINKLER
CONTROL VALVE FIRE DEPARTMENT ACCESS ROAD
FIRE DEPARTMENT ACCESS ROAD
S GARNEY ST
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SHEET DESCRIPTION
SHEET NO.
COVER SHEET
NTS
SSI-01
www.storage-solutions.com
NORTH
SITE PLAN
1" = 50'-0"
C O N F I D E N T I A L
T H I S D R A W I N G I S
CONFIDENTIAL AND CONTAINS
PROPRIETARY INFORMATION
OF STORAGE SOLUTIONS. IT IS
LOANED ON THE CONDITION
T H A T I T I S N O T T O B E
REPRODUCED IN WHOLE OR IN
PART WITHOUT THE WRITTEN
C O N S E N T O F S T O RA G E
SOLUTIONS. UNAUTHORIZED
COPYING OF THIS DRAWING IS
A V I O L A T I O N O F U . S .
C O P Y R I G H T L A W S .
A C C E P T A N C E O F T H I S
D R A W I N G S H A L L B E
C O N S T R U C T E D A S A N
A G R E E M E N T O F T H E S E
T E R M S .
GENERAL NOTES:
x THE RACK LAYOUT SHOWING THE LOCATION OF EACH RACK IS SHOWN ON SHEET SSI-02.
x THE PROJECT IS DESIGNED PER 2022 CALIFORNIA BUILDING CODE.
x NONE OF THE PROPOSED RACKS OBSTRUCT THE MEANS OF EGRESS AS SHOWN ON SHEET SSI-02.
x THE APPROXIMATE VALUATION OF THE PROPOSED STORAGE IS $750,000 USD.
x THE BUILDING IS NOT ACCESSIBLE TO THE PUBLIC.
x THE CLEARANCE FROM RACK TO BUILDING IS PER STRUCTURAL CALCULATIONS AND SHOWN ON SHEET SED-1.
x THE MAXIMUM TOP TO BOTTOM OUT-OF PLUMB RATIO AND OUT-OF STRAIGHT RATIO RACK COLUMN IS 1/20.
COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT-OF STRAIGHT RATIO EXCEEDS THIS LIMIT SHOULD BE UNLOADED
AND RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR REPLACED.
x THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY BY ASSURING PROPER OPERATION, HOUSEKEEPING,
AND MAINTENANCE BY:
x1. PROHIBITING OVERLOADING OF THE RACK SYSTEM.
x2. REGULARLY INSPECTING FOR DAMAGE.
x3. ENSURING ALL PALLETS ARE PROPERLY PLACED.
x4. ALL GOODS ARE PLACED ON PALLETS.
x5. PROHIBITING DOUBLE STACKING UNLESS THE RACK IS DESIGNED FOR THIS.
x UPON ANY VISIBLE DAMAGE, THE PERTINENT PORTIONS OF THE RACK SHALL BE UNLOADED IMMEDIATELY BY THE
USER AND THE DAMAGED PORTION SHALL BE REPAIRED OR REPLACED.
x MINIMUM DISTANCE TO BE PROVIDED FROM RACKS TO ANY ADJACENT BUILDING COMPONENTS WILL BE 5% OF
THE HEIGHT OF THE RACK IN THE LONG DIRECTION AND 2% IN THE SHORT DIRECTION.
x THE MINIMUM DISTANCE BETWEEN THE ANCHOR BOLT CENTER TO ANY CONSTRUCTION JOINTS OR EXPANSION
JOINTS WILL BE 3.5".
FIRE
x PROPOSED TOP OF STORAGE IS GREATER THAN 12'-0".
x HPS IS APPLICABLE AS STORAGE IS TO BE CLASS I-IV AND OVER 12'-0" IN HEIGHT.
VICINITY MAP:
BUILDING INFORMATION
STRUCTURAL ENGINEERING
FIRE ANALYSIS
EXISTING OVERHEAD SPRINKLER SYSTEM
ESFR: K- 25.2 AT 20 PSI, PENDENT HEADS
FIRE PROTECTION
SCOPE OF WORK
INSTALLATION OF PALLET STORAGE RACKS
THROUGHOUT THE WAREHOUSE. PROPOSED
WORK: 74,260 SF OF RACK. ELECTRICAL
UPGRADES TO ACCOMMODATE
EGRESS/EMERGENCY LIGHTING (SEE ELECTRICAL
PLANS).
STRUCTURAL ENGINEERING AND DESIGN
1815 WRIGHT AVE, 2ND FLOOR
LA VERNE, CA 91750
SNC SOLUTIONS: A STORAGE SOLUTIONS COMPANY
8351 ELM AVENUE, SUITE 107
RANCHO CUCAMONGA, CA 91730
(800) 351-7958
SHEET INDEX
SSI-01 SITE PLAN, GENERAL NOTES
SSI-02 LAYOUT, ELEVATIONS
SED 1 OF 1 SEISMIC DETAILS
E-0.1 ELECTRICAL LEGENDS AND NOTES
E-1.2 SITE LIGHTING PLAN
E-1.3 GENERAL LIGHTING PHOTOMETRIC PLAN
E-1.4 EMERGENCY EGRESS LIGHTING PLAN
E-2.1 ELECTRICAL DETAILS AND CUT SHEETS
E-3.1 ELECTRICAL SPECIFICATIONS
CODE DESIGN CRITERIA
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 NFPA 13
2012 RMI
OCCUPANCY USE: S1, B
CONSTRUCTION TYPE: III-B
BUILDING FIRE SPRINKLER: FULLY
SPRINKLERED
STORIES:1
WAREHOUSE AREA:104,479 SF
TOTAL BUILDING AREA:315,688 SF
11/12/24
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Bldg #103121169
APPROVALS:
PLNG - C. Santana
BLDG - W. Lee
PUBLIC WORKS - Y. Soto
500 W Warner Ave
Unit B5/6/2025
8351 Elm Avenue, Suite 107
Rancho Cucamonga, CA 91730
P 800.351.7958
DATE# BYCOMMENTS
REVISIONS
CUSTOMER
FACILITY LOCATION
PROJECT
SALES REP
PROJECT MGR
DRAWN / LAST EDITED BY
CREATED REVISED ON
FILE NAME
REV. NO.
BUILDERS SURP.
SANTA ANA, CA
RACK STORAGE INSTALLATION
DRAKE KELLEY
DRAKE KELLEY
00
Builders Surplus Structural
11/12/2024 11/12/2024 10:20 AM
SCOTT VASQUEZ
BU
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1 1 1 T 1 1 1 T1 1 1
MAXIMUM EXIT ACCESS
TRAVEL DISTANCE:
322'-1"
MAXIMUM EXIT ACCESS
TRAVEL DISTANCE:
322'-1"
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ADJACENT TENANT
NOT IN SCOPE
ADJACENT TENANT
NOT IN SCOPE
TYPE 4 TYPE 5 TYPE 6
TYPE T
SCALE
SHEET DESCRIPTION
SHEET NO.
ENLARGED PLAN VIEW, ELEVS., DET.,
NTS
SSI-02
DETAILS SHOWN ARE:
APPROVED
APPROVED AS NOTED
NOT APPROVED - REVISE AND RESUBMIT
NO DELIVERY OR INSTALLATION CAN BE
SCHEDULED UNTIL A SIGNED COPY OF THESE
D R A W I N G S M A R K E D " A P P R O V E D " O R
"APPROVED AS NOTED" IS RECEIVED BY
S T O R A G E S O L U T I O N S , I N C .
BY: DATE:
COMPANY:
C O N F I D E N T I A L
THIS DRAWING IS CONFIDENTIAL AND
CONTAINS PROPRIETARY INFORMATION OF
STORAGE SOLUTIONS. IT IS LOANED ON THE
C O N D I T I O N T H A T I T I S N O T T O B E
REPRODUCED IN WHOLE OR IN PART WITHOUT
THE WRITTEN CONSENT OF STORAGE
SOLUTIONS. UNAUTHORIZED COPYING OF THIS
DRAWING IS A VIOLATION OF U.S. COPYRIGHT
LAWS. ACCEPTANCE OF THIS DRAWING SHALL
BE CONSTRUCTED AS AN AGREEMENT OF
T H E S E T E R M S .
www.storage-solutions.com
ELEVATIONS
3/16" = 1'-0"
NORTH
FLOOR PLAN
1" = 20'-0"
11/12/24
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$&/),)2 2(571$,7 $6 9 ,,/&
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500 W Warner Ave
Unit B5/6/2025
1 1/2"
1 1/4"
3/8"
SEE ATTACHED STORAGE SOLUTIONS DWG.
FOR STORAGE RACK ELEVATIONS
O.A.L.
BASE PLATE F.F.
1/2"
3-1/4"
MIN. EMBED.
1"
1"
8"
8"
3/8"3"
3"
3/4"
6"
2"
3 3/8"
1"
2"
7 GA.
1 5/8"
4 1/8"
1 1/16"
2"
1 1/8"1 1/2"12"1 1/2"
3 3/4"
3/16"
1 1/16"
1 3/4"
4"
1"
1 5/8"
1 3/4"
5 1/2"
1"
1 5/8"
STEEL YIELD
DESCRIPTION
MATERIAL
BRACING: HORIZ. & DIAG.
ASTM A570, Fy=50,000 PSI
16 GAGE THK.NOTES:
USE @ ALL INTLK BRACE LOCATIONS TYP.
NOT A DEPICTION OF THIS PROJECT
GENERAL RACK CONFIGURATION
HORIZ.
BRACE
CONNECTOR
BASE
PLATE &
ANCHOR
COLUMN
ROW
SPACER BEAM
DESCRIPTION HILTI KWIKBOLT TZ2 ANCHOR
MATERIAL 1/2"Ø X 3-1/4" MIN. EMBED.
NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
DIAG.
BRACE
ESR#4266
ASTM A36, Fy=36,000 PSI
3/8" THICK PLATE
BASE PLATE: 8" x 8"
MATERIAL
STEEL YIELD
DESCRIPTION
COLUMN: INTERLAKE
ASTM A570, Fy=55,000 PSI
DESCRIPTION
STEEL YIELD
MATERIAL
ASTM A570, Fy=55,000 PSI
7 GAGE NOTES:
USE @ ALL INTERLAKE BEAM TO COLUMN
CONNECTION LOCATIONS TYP.
3-PIN CONNECTOR DESCRIPTION
STEEL YIELD
MATERIAL
NOTES:
USE @ ALL INTERLAKE
COLUMN/BASE LOCATIONS TYP.
COLUMN: INTLK LU77
12 GAGE THK.
NOTES:
SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
GENERAL PROJECT NOTES
1. DESIGNED PER REQUIREMENTS OF THE 2022 CBC, ASCE 7-16, SECTION 15.5.3, & 2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA SS=1.282, S1=0.459, FA=1.200, FV=1.841,
IP=1.0 (NO PUBLIC ACCESS), SDS=1.026, SD1=0.563, OCC UPANCY CATAG. II
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
TYPES 1, 1A, 1B, T=1500 LBS PER LEVEL TYP.
TYPE 2=1500 LBS PER LEVEL 1, 600 LBS LVLS 2-6.
TYPE 3=1500 LBS PER LEVEL 1, 700 LBS LVL 2, 4-6, 650 LBS LVL 3.
TYPE 4=1500 LBS PER LEVEL 1, 700 LBS LVLS 2-6.
TYPES 5, 6=1500 LBS PER LEVEL 1, 800 LBS LVL 2, 700 LBS LVLS 3-5.
4. ANCHORS : HILTI KWIKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502
1/2"Ø X 3-1/4" MIN. EMBEDT.
50 FT-LBS TORQUE (HILTI KWIKBOLT TZ2)
40 FT-LBS TORQUE (POWERS SD2)
(2) ANCHORS PER BASE PLATE.
5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED
PER ICC ESR#4266.
6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6" X 3000 PSI
7. SOIL BEARING PRESSURE 750 PSF.
8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX
ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED
DEPUTY INSPECTOR. SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL WELDS EXCEPT FOR WELDING
DONE IN AN APPROVED FABRICATOR'S SHOP.
11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE
CEILING SPRINKLER DEFLECTOR.
12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE
PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO
NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.
13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED,
INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES
SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM
DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER
OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE
PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY
AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.
14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR
REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
15. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER
OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING:
A. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.
B. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND
REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS.
C. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION.
D. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED
AND STABLE POSITION.
E. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.
F. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK
SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
G. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE
STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY
ARE IN USE.
H. ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN
CONFIGURATION.
16. MINIMUM DISTANCE BETWEEN THE ANCHOR BOLT CENTER TO ANY CONSTRUCTION JOINTS, CONTROL/EXPANSION
JOINTS OR SLAB CRACKS=3.5".
17. THE MAXIMUM TOP TO BOTTOM OUT-OF-PLUMB RATIO AND OUT-OF-STRAIGHT RATIO RACK COLUMN IS 1/240 (FOR
EXAMPLE 1/2" PER 10 FEET OF HEIGHT). COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT-OF-STRAIGHT RATIO
EXCEEDS THIS LIMIT SHOULD BE UNLOADED AND RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR
REPLACED.
18. MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 5.76") OF TOP SHELF LEVEL HEIGHT @
BRACED DIRECTION AND 5% (OR 14.4") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
18
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DESCRIPTION STORAGE RACK ELEVATIONS
DESCRIPTION
STEEL YIELD
MATERIAL
STD ROW SPACER
ASTM A570, Fy = 55,000 PSI
14 GAGE NOTES:
ATTACH WITH (4) 3/8"Ø GR. 5 BOLTS, (2) @
EACH END
NOTES:
USES (3) ROW SPACERS FOR DOUBLE ROW UNITS
5/16"Ø SAFETY PIN
7/16"Ø GR. 5 RIVET
NOTES:
USE @ ALL BEAM LOCATIONS U.O.N.
4" BEAM (INTLK40E)
16 GAGE
ASTM A570, Fy=55,000 PSI
MATERIAL
DESCRIPTION
STEEL YIELD
NOTES:
USE @ TYPES 1A, T BEAM LOCATIONS.
5-1/2" BEAM (INTLK55E)
16 GAGE
ASTM A570, Fy=55,000 PSI
MATERIAL
DESCRIPTION
STEEL YIELD
11/12/24
(6)6,2 251$3 /'((15*(7 ,16,(*((55
$&/),)2 2(571$,7 $6 9 ,,/&
((55
$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
1R1R
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500 W Warner Ave
Unit B5/6/2025
POWER LEGEND AND SYMBOLS
SYMBOL DESCRIPTION
+96" OR 7'-6" AFF MOUNTING HEIGHT FROM FINISHED FLOOR TO BOTTOM LINE OF OUTLET OR EQUIPMENT. FOR
LIGHT FIXTURES, IT IS TO BOTTOM OF FIXTURE.
MAIN SWITCHBOARD, POWER OR LIGHT, FLOOR STANDING ENCLOSURE, (SEE SINGLE LINE
DIAGRAM AND LOAD SUMMARY)
BRANCH PANELBOARD, WALL MOUNTED, SEE PLANS AND SCHEDULE. (SURFACE MOUNTED)
DISCONNECT SWITCH H.P. RATED 600 VOLTS RATED. "F" INDICATES FUSE TYPE. FUSES PER
APPROVED MANUFACTURERS SHOP DRAWINGS.
OR
EQUIPMENT
ID. No.
SHEET No.
DETAIL No.
EQUIPMENT REFERENCE
DETAIL REFERENCE
DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO
BOTTOM OF DEVICE U.O.N.
MOLDED CASE CIRCUIT BREAKER
EXISTING (DASH INDICATES) ELECTRICAL EQUIPMENT
SURFACE MOUNTED EXIT SIGN/BUG EYE COMBO
EXISTING LIGHTING FIXTURE
LIGHTING LEGEND AND SYMBOLS
SYMBOL DESCRIPTION
(E)
ABBREVIATIONS
A AMPERE
AF AMPERE FRAME RATING (CIRCUIT BREAKER)
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFU AMPERE FUSE RATING (FUSE)
AIC AMPERE INTERRUPTING CAPACITY
AS AMPERE SWITCH RATING (FUSE)
AT AMPERE TRIP RATING (CIRCUIT BREAKER)
AWG AMERICAN WIRE GAUGE
BKBD BACKBOARD
BLDG BUILDING
BKR BREAKER
C CONDUIT
CB CIRCUIT BREAKER
CKT CIRCUIT
CFSD COMBINATION FIRE SMOKE DAMPER
CO CONDUIT ONLY
CONC CONCRETE
CT CURRENT TRANSFORMER
CU COPPER
CL CENTERLINE
DISC DISCONNECT
DSBN DISTRIBUTION SECTION
DN DOWN
DWG DRAWING
EA EACH
EC ELECTRICAL CONTRACTOR
EM EMERGENCY
EMT ELECTRICAL METALLIC TUBING
EXIST, (E)EXISTING
EXO EXTERNAL OPERABLE DISCONNECT
F FUSE
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FF FINISHED FLOOR
FG FINISHED GRADE
FLA FULL LOAD CURRENT
FLUOR FLUORESCENT
GEC GROUNDING ELECTRODE CONDUCTOR
GEN GENERATOR
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFP GROUND FAULT PROTECTION
GND GROUND
HOA HAND-OFF-AUTOMATIC
HP HORSE POWER
HV HIGH VOLTAGE
IDF INTERMEDIATE DISTRIBUTION FRAME
IG ISOLATED/INSULATED GROUND
INCAND INCANDESCENT
ISC SHORT CIRCUIT CURRENT AVAILABLE IN RMS
SYMMETRICAL AMPERES
J-BOX JUNCTION BOX
KCMIL THOUSAND CIRCULAR MILS
KW KILOWATT
KV KILO VOLT
KVA KILO VOLT-AMPERE
LDC LOCAL DISTRIBUTION CABINET
LDF LOCAL DISTRIBUTION FRAME
LCL LONG CONTINUOUS LOAD
LTG LIGHTING
LV LOW VOLTAGE
MFR MANUFACTURER
MAX MAXIMUM
MCC MOTOR CONTROL CENTER
MIN MINIMUM
MH MANHOLE / METAL HALIDE
M/M METER AND MAIN SECTION
MULTI MULTI-METER SECTION
MV MEDIUM VOLTAGE
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURER'S
ASSOCIATION
NEW (N)NEW, TO BE FURNISHED AND INSTALLED BY
CONTRACTOR
NF NON-FUSED
NIC NOT IN CONTRACT
N/L NIGHT LIGHT
NO NUMBER, NORMALLY OPEN
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
P POLE
PB PULL BOX
PF POWER FACTOR
PNL PANEL
POC POINT OF CONNECTION
PP POWER POLE
PWR POWER
PVC POLYVINYL CHLORIDE
QUAD QUADRUPLEX
QTY QUANTITY
REQD REQUIRED
REQMT REQUIREMENT
RGS RIGID GALVANIZED STEEL
RMC RIGID METALLIC CONDUIT
RM ROOM
RNC RIGID NONMETALLIC CONDUIT
SHT SHEET
SN SOLID NEUTRAL
SPEC SPECIFICATIONS
SPDT SINGLE POLE, DOUBLE THROW
SPST SINGLE POLE, SINGLE THROW
SW SWITCH
SWBD SWITCHBOARD
TC TIME CLOCK
TEL TELEPHONE
TERM TERMINAL
TP TEMPORARY POLE
TYP TYPICAL
UGPS UNDERGROUND PULL SECTION
UL UNDERWRITERS LABORATORY
UPS UNINTERRUPTIBLE POWER SUPPLY
UON UNLESS OTHERWISE NOTED
V VOLT, VOLTAGE
VA VOLT-AMPERE
VFC VARIABLE FREQUENCY CONTROLLER
VFD VARIABLE FREQUENCY DRIVE
W WATT
WH WATT-HOUR
WP WEATHERPROOF
WT WEATHERTIGHT
WW WIREWAY
XP EXPLOSION PROOF
Z IMPEDANCE
4W FOUR-WIRE
3W THREE-WIRE
5S JUNCTION BOX
(4 11/16" SQUARED X2 1/8" DEEP)
Ø DIAMETER, PHASE
#NUMBER
°C DEGREE CELSIUS
(E)EXISTING DEVICE TO REMAIN
(R)REMOVE EXISTING DEVICE AND ASSOCIATED
CONDUIT AND WIRE
(RL)REMOVE EXISTING DEVICE AND RELOCATE AS
SHOWN ON PLAN
(NL)NEW LOCATION OF RELOCATED DEVICE
APPLICABLE CODES
GENERAL NOTES
NOTE TO CONTRACTOR
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL
IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE
RESPONSIBLE FOR THE SAME.
RACEWAY CONCEALED IN WALLS OR ABOVE CEILING, 3/4" UON
1.2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
2.2022 CALIFORNIA BUILDING CODE (CBC),PART 2, TITLE 24 C.C.R. (IBC WITH AMENDMENTS)
3.2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (NEC WITH AMENDMENTS)
4.2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (UMC WITH AMENDMENTS)
5.2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (UPC WITH AMENDMENTS)
6.2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (IFC WITH AMENDMENTS)
7.2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.
8.2022 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.
9.2022 CALIFORNIA ENERGY CODE (PART 6, TITLE 24 C.C.R.)
10.2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSG), PART 11, TITLE 24 C.C.R.s
11.CITY OF FONTANA MUNICIPAL CODE; ORDINANCE 1918
1.EQUALS SHALL BE CONSIDERED UPON SUBMITTAL REVIEW AND APPROVAL. PLEASE NOTE THAT IF AN ALTERNATE IS CONSIDERED:
a.THE CONTRACTOR IS COMPLETELY AND SOLELY RESPONSIBLE FOR ALL ASPECTS OF THE SUBSTITUTION INCLUDING UPDATING CONSTRUCTION DOCUMENTS, OBTAINING APPROVALS AND PERMITS FROM LOCAL AUTHORITY, AND COORDINATING WITH ALL TRADES TO ENSURE
CHANGES TO AFFECTED BUILDING SYSTEM ARE ACCOUNTED FOR AND ACCEPTABLE TO THE ENGINEERING TEAM. CONTRACTOR SHALL ENSURE SUBSTITUTED EQUIPMENT MEETS OR EXCEEDS DESIGN INTENT REGARDING RATINGS, PERFORMANCE, DIMENSIONAL CLEARANCES,
PHYSICAL DIMENSIONS (MAX/MIN), WEIGHT LIMITATIONS, AND OTHER ASPECTS, PROVING SUBSTITUTION IS SUITABLE TO THE APPLICATION. ENGINEERS WILL REVIEW THE RATING AND PERFORMANCE OF SUBSTITUTED EQUIPMENT ONLY AND WILL NOT ASSUME RESPONSIBILITY FOR
SUBSTITUTION AT ANY LEVEL.
b.IF CONTRACTOR CANNOT MAKE SUBSTITUTED EQUIPMENT WORK IN THIS PROJECT, CONTRACTOR SHALL REVERT TO REQUIREMENTS OF PERMITTED CONSTRUCTION DOCUMENTS AT THEIR EXPENSE.
c.IT IS UNDERSTOOD BY ALL PARTIES THAT ANY SUBSTITUTIONS OF SPECIFIED PRODUCTS ARE DONE FOR THE PURPOSE OF COST SAVINGS TO THE OWNER. THEREFORE, ANY MATERIAL SUBSTITUTION OR DEVIATIONS PROPOSED BY THE CONTRACTOR SHALL BE INCLUDED WITH THE
INITIAL BID AND SHALL SHOW A LINE ITEMS CREDIT TO THE OWNER FOR EACH SUBSTITUTION IN LIEU OF SPECIFIED PRODUCTS.
d.CONTRACTOR SHALL PROVIDE A POINT BY POINT PHOTOMETRIC STUDY FOR ALL AREAS WHERE ALTERNATE FIXTURES ARE SUBMITTED. LIGHT LEVELS WILL BE REVIEWED FOR COMPLIANCE WITH PROJECT REQUIREMENTS AND BASIS OF DESIGN VALUES.
2.THE FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURERS CATALOG NUMBERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CORRECT CEILING CONFIGURATION AND PROVIDE THE FIXTURES WITH ALL NECESSARY
TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEM AND THE FIXTURE CONSTRUCTION MATCHES. PROVIDE SEISMIC HANGERS AS REQUIRED.
3.IT SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ALL LIGHTING FIXTURES AND TYPE OF CEILING WITH ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ANY WORK. SEE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ANY WORK. SEE ARCHITECTURAL
ELEVATION DRAWING FOR MOUNTING HEIGHTS OF WALL MOUNTED FIXTURES.
4.A JUNCTION BOX MUST BE PROVIDED WITH ALL EXIT LIGHTS CONNECTED TO MORE THAN ONE SET OF CONDUCTORS UNLESS THE EXIT LIGHT FIXTURE IS FURNISHED WITH AN APPROVED OUTLET BOX FOR THROUGH WIRING.
5.BATTERY PACK EMERGENCY TEST SWITCHES SHALL BE INTEGRAL TO LIGHT FIXTURE. COORDINATION OF SWITCH LOCATION IS REQUIRED WITH DESIGN TEAM IF INTEGRAL INSTALLATION IS NOT POSSIBLE.
6.FIXTURES DESIGNATED AS EMERGENCY SHALL BE SUPPLIED WITH INTEGRAL BATTERY PACK CAPABLE OF POWERING LAMPS FOR 90 MINUTES.
7.PROVIDE ALL REQUIRED MOUNTING HARDWARE ANCHORAGE AND SUPPORTS TO INSTALL LIGHTING FIXTURES.
8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE FIXTURE BALLAST OR DRIVER VOLTAGE MATCHES THE CIRCUIT VOLTAGE SUPPLYING FIXTURE PRIOR TO ORDERING.
9.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY BALLAST/DRIVER DIMMING CONFIGURATION IS COMPATIBLE WITH CONTROLS BEING PROVIDED PRIOR TO ORDERING FIXTURES. EX. 2 WIRE, 3 WIRE, 4 WIRE, 0-10V, CAT 5, ETC.
10.LED LIGHT FIXTURES SHALL BE IN ACCORDANCE WITH IES, NFPA, UL, AS SHOWN ON THE DRAWINGS, AND AS SPECIFIED.2SINGLE LINE DIAGRAM
2000A
UGPS
EXISTING SERVICE
GROUND
1 2
(E)
2500A
3P
G
N
2000A
(E)
3P
(E)
200A
3P
(E) MAIN SWITCHBOARD 'MSB1'
2000A 480Y/277V 3Ø 4W 42KAIC
EXISTING
EXISTING
PANEL
LA
(E) XFMR
7.5 KVA
EXISTING
EXISTING
EXISTING
2500A 'MSB2'
(E)
400A
3P
3
TITLE 24 ENERGY FORMS
LIGHTING CONTROLS AND ENERGY COMPLIANCE FORMS ARE NOT
REQUIRED PER:
CALIFORNIA ENERGY CODE (TITLE 24)
SECTION 130.1(c)1
EXCEPTION 5: ILLUMINATION PROVIDE BY LIGHTING EQUIPMENT THAT IS
DESIGNATED FOR EMERGENCY LIGHTING, CONNECTED TO AN EMERGENCY
POWER SOURCE OR BATTERY SUPPLY, AND IS INTENDED TO FUNCTION IN
EMERGENCY MODE ONLY WHEN NORMAL POWER IS ABSENT.
1PANEL SCHEDULE
(E)
EMERGENCY LIGHTING FIXTUREF1E
1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO
THE LATEST CALIFORNIA CODE OF REGULATIONS (CCR),
NATIONAL ELECTRICAL CODE EDITION AND ALL
APPLICABLE LOCAL CODES AND REGULATIONS.
2.WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR
INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL
APPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISE
NOTED.
3.CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION
BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTION AS
REQUIRED TO ALL BUILDING EQUIPMENT REQUIRING
ELECTRICAL CONNECTIONS.
4.DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL
ARRANGEMENT OF SYSTEMS AND WORK INCLUDED.
FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK
DRAWINGS OR OTHER TRADES RELATING TO WORK TO
VERIFY SPACE IN WHICH WORK WILL BE INSTALLED.
MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED
WORKING CLEARANCES AT ALL TIMES.
5.PROVIDE PULL BOXES WHEREVER NECESSARY TO
FACILITATE PULLING OF CONDUCTORS. COORDINATE
LOCATIONS OF BOXES WITH OTHER TRADES TO AVOID
CONFLICT. PULL BOXES SHALL BE ACCESSIBLE. THE SIZE
OF PULL BOX SHALL COMPLY WITH N.E.C. REQUIREMENTS.
6.ALL ELECTRIC MATERIAL SHALL BE LISTED BY "UL" FOR
THE TYPE OF APPLICATION AND "UL" LABEL SHALL
APPEAR ON ALL ELECTRICAL EQUIPMENT.
7.ALL DISTRIBUTION AND CONTROL EQUIPMENT (SUCH AS
CB's, SWITCHES, CONTACTORS, ETC.), TERMINATIONS
SHALL BE FULLY RATED PER UL AS FOLLOWS:
a. 125A OR LESS : 60°C OR MORE;
b. MORE THAN 125A : 75°C OR MORE.
8.ANY ERRORS, OMISSIONS, OR DESIGN DISCREPANCIES ON
PLANS OR SPECIFICATIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE ELECTRICAL ENGINEER FOR
CLARIFICATION OR CORRECTION PRIOR TO
CONSTRUCTION AND PREPARATION OF SUBMITTAL
PACKAGES.
9.CONDUCTORS SHALL HAVE UNDERWRITER'S
LABORATORIES, INC.(UL) LISTED, 600 VOLT INSULATION OF
TYPE SPECIFIED BELOW OR ELSEWHERE IN THE
SPECIFICATIONS. CONDUCTORS SHALL BE COPPER.
1. BRANCH CIRCUITS - LIGHTING AND POWER.
a. #10 AWG AND SMALLER, SOLID WIRE TYPE THW OR
THHN/THWN, THHW(THHN FOR DRY LOCATION ONLY).
b. #8 AWG TO #2 AWG, STRANDED TYPE THW OR
THHN/THHW.
c. #1 AWG AND LARGER, STRANDED TYPE XHHW.
2. FEEDERS : TYPE THW OR THHN/THWN, OR XHHW.
10.PROVIDE GREEN INSULATED GROUNDING CONDUCTOR IN
EACH RACEWAY INCLUDING CONDUITS, PLUG STRIPS,
WIREMOLD. SIZE OF GROUNDING SHALL BE IN
ACCORDANCE WITH NATIONAL ELECTRIC CODE ARTICLE
250.
11.WIRING METHOD SHALL BE EMT ABOVE GROUND AND
MOUNTED IN CONCEALED SPACES AND SCHEDULE-40 PVC
FOR UNDERGROUND INSTALLATION. USE RIGID WHEN
ENCASED IN CONCRETE OR SUSCEPTIBLE TO DAMAGE.
12.USE 10AWG CONDUCTORS FOR 20 AMPERE, 120V BRANCH
CIRCUITS LONGER THAN 75 FEET.
USE 10AWG CONDUCTORS FOR 20 AMPERE, 277V BRANCH
CIRCUITS LONGER THAN 200 FEET.
13.ALL FLUORESCENT LUMINAIRES THAT UTILIZE DOUBLE
ENDED LAMPS THAT CONTAIN BALLAST(S) THAT CAN BE
SERVICED IN PLACE SHALL HAVE A DISCONNECTING
MEANS EITHER INTERNAL OR EXTERNAL TO EACH
LUMINAIRE. THE LINE SIDE TERMINALS OF THE
DISCONNECTING MEANS SHALL BE GUARDED. [CEC
410.130(G)(1)].
14.UNLESS OTHERWISE INDICATED, SHARING OF
NEUTRAL/GROUNDED CONDUCTORS AMONG SINGLE
PHASE BRANCH CIRCUITS OF DIFFERENT PHASES
INSTALLED IN THE SAME RACEWAY IS NOT PERMITTED.
PROVIDE DEDICATED NEUTRAL/GROUNDED CONDUCTOR
FOR EACH INDIVIDUAL BRANCH CIRCUIT.
PROJECT TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
SCALE
JOB NO.
SHEET NO.
DATE BY ISSUE FOR
RM
OP
BK
08.07.24
24-212
ISSUE DATE:
REVISION:
NUM.DATE BY REVISION FOR
1
2
3
4
5
7
CONSULTANT
PR
O
J
E
C
T
F
O
R
:
STAMP
6
SHEET TITLE
50
0
W
.
W
A
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E
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A
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.
S
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E
2
0
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2
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0
7
AS NOTED
BU
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\
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2
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2
4
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2
1
2
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-
F
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T
-
20
2
4
-
1
1
-
2
1
-
RO
Y
M
O
R
A
L
E
S
San Bernardino, CA 92408
412 E. Vanderbilt Way Phone: 909.890.3700
Fax: 909.890.3770
Email: cadd@designwesteng.com
DESIGN WEST ENGINEERING
MECHANICAL ELECTRICAL ENERGY CONSULTANTS
ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS
ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED
TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL
NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR
DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS
WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING.
ELECTRICAL
LEGENDS & NOTES
E-0.1
SHEET INDEX
SHEET NUMBER SHEET TITLE
E-0.1 ELECTRICAL LEGENDS & NOTES
E-1.2 SITE LIGHTING PLAN
E-1.3 GENERAL LIGHTING PHOTOMETRICS PLAN
E-1.4 EMERGENCY EGRESS LIGHTING
E2.1 ELECTRICAL DETAILS
E-3.1 ELECTRICAL SPECIFICATIONS
SIGNED:11/21/2024
500 W Warner Ave
Unit B5/6/2025
1.COORDINATE LIGHT FIXTURE LOCATIONS AND LIGHT SWITCH
LOCATIONS, COLOR, AND STYLE WITH ARCHITECT.
2.PROVIDE NON-SWITCHED 'HOT' POWER WIRE TO BATTERY PACK
CHARGING/SENSOR IN FIXTURE.
3.BATTERY - EQUIPPED EMERGENCY LUMINAIRES SHALL BE INSTALLED
PER NEC 700.12(H).
4.BATTERY EQUIPPED EMERGENCY LUMINAIRES SHALL BE POWERED BY
THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMAL LIGHTING
IN THE AREA AND CONNECTED AHEAD OF ANY LOCAL SWITCHES, OR, A
SEPARATE BRANCH BRANCH ORIGINATING FROM THE SAME
APNELBOARD AS ONE OR MORE NORMAL LIGHTING CIRCUITS. THIS
SEPARATE BRANCH CIRCUIT DISCONNECTING MEANS SHALL BE
PROVIDED WITH A LOCK-ON FEATURE. [NEC 700.12 (H)(3)]
1 CONTRACTOR SHALL EXAMINE EXISTING BUG EYE FIXTURE AND VERIFY
THAT ALL WIRING IS CONNECTED CORRECTLY AND PROVIDE
NON-SWITCHED HOT POWER TO BATTERY PACK. CONTRACTOR TO
ENSURE FIXTURE REMAINS ON AFTER BREAKER IS TURNED OFF. IF
FIXTURE DOESN'T WORK, CONTRACTOR TO REPLACE LIKE FOR LIKE.
PROVIDE NON-SWITCHED 'HOT' POWER WIRE TO BATTERY PACK
CHARGING/SENSOR IN FIXTURE.
CONTRACTOR IS TO REPLACE FLUORESCENT LAMP IN FIXTURE WITH NEW
EMERGENCY STYLE LAMP. LAMP SHALL BE 1800 LUMENS WITH 90 MIN.
BATTERY BACKUP. REFER. TO LUMINAIRE SCHEDULE.
2
3
(E) PANEL- LE
(E) PANEL- E
(E) XFMR
T
(E) MSA
(E) PANEL- LF
(E)
(E)
(E)
(E)
(E)(E)(E)
(E)
(E)
(E)(E)(E)
(E)
(E)
(E)(E)(E)
(E)
(E)
(E)
(E)
(E)(E)(E)
(E)(E)
(E)(E)
(E)(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)
(E)
(E)(E)(E)
(E)(E)(E)
(E)(E)(E)(E)
(E)(E)(E)
(E)(E)(E)
(E)(E)(E)
(E)(E)
(E)(E)
(E)
(E)(E)
(E)(E)
(E)
(E)
(E)
F1E
1
TYP
(E) PANEL- LA
2
F1EF1EF1E
F1EF1EF1EF1EF1E
TYP
F1E
F1E
F1E
F1E
F1E
F1E
F1E
F1E
F1E
3
PROJECT TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
SCALE
JOB NO.
SHEET NO.
DATE BY ISSUE FOR
RM
OP
BK
08.07.24
24-212
ISSUE DATE:
REVISION:
NUM.DATE BY REVISION FOR
1
2
3
4
5
7
CONSULTANT
PR
O
J
E
C
T
F
O
R
:
STAMP
6
SHEET TITLE
50
0
W
.
W
A
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R
A
V
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.
S
U
I
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E
2
0
0
Sa
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t
a
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a
,
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A
9
2
7
0
7
AS NOTED
BU
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-
20
2
4
-
1
1
-
2
1
-
RO
Y
M
O
R
A
L
E
S
San Bernardino, CA 92408
412 E. Vanderbilt Way Phone: 909.890.3700
Fax: 909.890.3770
Email: cadd@designwesteng.com
DESIGN WEST ENGINEERING
MECHANICAL ELECTRICAL ENERGY CONSULTANTS
ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS
ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED
TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL
NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR
DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS
WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING.
EMERGENCY
LIGHTING PLAN
E-1.2
EMERGENCY
LIGHTING PLAN
E-1.2
CONSTRUCTION NOTES
GENERAL NOTES
1EMERGENCY LIGHTING PLAN SCALE: 1" = 20'-0"
SIGNED:11/21/2024
500 W Warner Ave
Unit B5/6/2025
(E) PANEL- LE
(E) PANEL- E
(E) XFMR
T
(E) MSA
(E) PANEL- LF
(E)
(E)(E)
(E)6.0
8.9
4.1
20.9
3.9
17.4
6.9
9.2
4.9
18.4
4.9
19.6
4.7
8.7
7.8
5.3
17.6
5.0
20.9
5.6
10.8
7.1
5.4
15.6
7.6
12.3
5.1
35.7
5.0
30.0
5.4
9.5
11.9
5.0
25.7
4.9
32.1
5.7
11.6
10.1
6.0
29.8
5.5
36.4
5.8
14.9
8.5
6.0
26.7
8.0
13.2
5.3
36.4
5.2
30.8
5.9
10.3
12.0
4.9
13.1
4.8
30.8
6.1
12.4
10.5
6.3
30.7
5.6
38.1
5.9
15.2
8.9
6.2
28.1
7.4
12.0
5.0
27.9
4.9
23.8
5.7
9.7
10.8
4.9
11.5
4.6
24.2
5.8
11.2
9.8
5.9
24.1
5.2
29.4
5.5
13.2
8.4
5.8
21.5
6.9
11.9
5.1
29.3
5.0
25.1
5.7
9.2
10.6
5.2
22.6
4.9
27.3
5.7
10.6
9.5
5.8
27.6
5.3
31.2
5.5
12.8
8.0
5.7
22.3
6.5
11.3
4.8
24.4
4.7
20.8
5.3
8.8
9.9
5.0
21.1
4.6
22.5
5.2
10.0
9.0
5.3
23.0
4.9
25.9
5.0
11.7
7.6
5.2
18.9
6.3
11.3
4.7
24.0
4.5
20.1
5.3
9.0
9.3
5.0
22.2
4.5
22.3
5.1
9.7
8.8
5.2
20.9
4.7
25.3
4.8
10.9
7.7
5.0
19.0
6.6
12.5
4.9
30.3
4.9
25.3
5.5
9.7
9.8
5.2
28.4
4.8
28.3
5.2
10.2
9.2
5.4
25.6
4.9
31.5
5.0
11.6
8.0
5.2
23.8
7.0
11.1
4.7
27.1
4.6
23.1
5.3
9.1
9.9
5.0
25.3
4.5
25.2
5.0
9.7
9.1
5.3
22.3
4.5
28.1
4.7
11.3
7.8
5.1
20.4
7.2
11.0
4.9
30.5
4.8
25.9
5.3
9.1
10.3
5.1
28.3
4.8
28.1
5.1
9.9
9.3
5.3
24.9
4.8
31.8
4.9
11.9
7.8
5.2
22.0
6.5
9.6
4.5
23.4
4.3
20.5
5.0
8.3
8.8
4.8
22.3
4.3
22.2
4.8
8.8
8.2
5.0
20.0
4.3
23.4
4.6
10.1
7.1
5.0
16.9
6.3
10.7
4.5
29.4
4.5
25.0
4.9
8.8
8.8
4.7
28.1
4.5
27.9
4.8
9.3
8.3
4.9
24.6
4.5
28.4
4.6
11.0
7.1
4.9
19.6
5.5
8.3
4.0
18.5
3.8
15.8
4.4
7.2
7.3
4.3
17.5
3.8
17.4
4.3
7.6
7.0
4.4
15.7
3.9
18.2
4.2
8.5
6.2
4.5
12.8
5.1
7.5
3.9
14.5
3.7
13.3
4.2
6.3
7.1
4.1
14.1
3.7
13.2
4.2
6.9
6.4
4.2
13.5
3.8
15.3
4.0
7.6
5.8
4.2
11.8
5.5
9.7
4.1
25.7
4.0
22.9
4.3
6.9
8.9
4.3
24.5
4.0
21.8
4.4
8.4
7.4
4.3
23.9
4.1
28.0
4.1
9.5
6.4
4.3
19.5
5.0
7.7
3.7
17.2
3.5
15.6
4.0
6.2
7.4
3.9
16.5
3.5
14.8
4.1
7.2
6.5
4.0
16.6
3.6
18.8
3.7
7.7
5.8
4.0
13.0
4.5
6.1
3.6
9.4
3.4
9.0
3.8
5.5
5.9
3.8
9.3
3.4
9.1
3.9
6.0
5.5
3.9
9.2
3.5
9.8
3.6
6.2
5.1
3.8
7.9
5.3
7.9
3.7
19.2
3.5
15.9
3.8
6.9
6.9
3.9
17.8
3.6
17.1
4.0
7.7
6.5
4.1
15.6
3.7
20.4
3.8
8.2
6.0
4.1
13.1
5.7
9.3
4.2
26.1
3.9
21.7
7.2
7.4
4.2
23.5
4.0
22.6
4.5
9.0
7.2
4.3
21.6
4.0
27.3
4.1
9.5
6.7
4.4
17.9
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)(E)
(E)(E)
(E)(E)(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)
(E)(E)(E)(E)
(E)(E)(E)(E)(E)
(E)(E)(E)(E)
(E)(E)(E)(E)
(E)(E)(E)(E)
(E)(E)
(E)(E)
(E)
(E)(E)
(E)(E)
(E)
(E)
(E)
(E) PANEL- LA
PROJECT TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
SCALE
JOB NO.
SHEET NO.
DATE BY ISSUE FOR
RM
OP
BK
08.07.24
24-212
ISSUE DATE:
REVISION:
NUM.DATE BY REVISION FOR
1
2
3
4
5
7
CONSULTANT
PR
O
J
E
C
T
F
O
R
:
STAMP
6
SHEET TITLE
50
0
W
.
W
A
R
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E
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A
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S
U
I
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E
2
0
0
Sa
n
t
a
A
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a
,
C
A
9
2
7
0
7
AS NOTED
BU
I
L
D
E
R
S
S
U
R
P
L
U
S
R:
\
_
P
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\
2
0
2
4
\
2
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B
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2
1
2
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S
I
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P
H
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O
-
20
2
4
-
1
1
-
2
1
-
RO
Y
M
O
R
A
L
E
S
San Bernardino, CA 92408
412 E. Vanderbilt Way Phone: 909.890.3700
Fax: 909.890.3770
Email: cadd@designwesteng.com
DESIGN WEST ENGINEERING
MECHANICAL ELECTRICAL ENERGY CONSULTANTS
ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS
ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED
TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL
NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR
DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS
WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING.
GENERAL LIGHTING
PHOTOMETRICS
PLAN
E-1.3
1GENERAL LIGHTING PHOTOMETRICS PLAN SCALE: 1" = 20'-0"
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Warehouse 10.8 fc 38.1 fc 342 fc 11.2:1 3.2:1
LIGHTING FIXTURE SCHEDULE
SYMBOL LABEL MANUFACTURER DESCRIPTION NUMBER
LAMPS
LUMENS PER
LAMP
LIGHT LOSS
FACTOR
LITHONIA FLUORESCENT 87 ABSOLUTE 1(E)
CATALOG NUMBER
IBG-12000LM-
HIGH BAYHEF-ACL-3ND
SIGNED:11/21/2024
500 W Warner Ave
Unit B5/6/2025
(E) MSA
(E) PANEL- LF
(E)
(E)
(E)
(E)
(E)(E)(E)
(E)
(E)
(E)(E)(E)
(E)
(E)
(E)(E)(E)
(E)
(E)
(E)
(E)
(E)(E)(E)
(E)(E)
(E)(E)
(E)(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
(E)(E)(E)
(E)(E)(E)
(E)(E)(E)(E)
(E)(E)(E)
(E)(E)(E)
(E)(E)(E)
(E)(E)
(E)(E)
(E)
(E)(E)
(E)(E)
(E)
(E)
(E)
(E) PANEL- LE
(E) PANEL- E
(E) XFMR
T
(E) PANEL- LA
0.7
1.0
1.00.80.50.50.71.00.90.60.60.91.00.90.91.11.1
1.0
1.2
1.4
1.2
1.2
1.4
1.3
1.1
1.2
1.4
1.3
1.2
1.4
1.3
1.1
1.3
1.4
1.3
1.2
1.4
1.2
1.0
1.2
1.4
1.2
1.2
1.4
1.3
1.1
1.2
1.3
1.1
1.0
1.3
1.31.21.31.11.11.21.31.21.31.51.41.31.0
F1EF1EF1EF1E
F1EF1EF1EF1EF1E
F1E
F1E
F1E
F1E
F1E
F1E
F1E
F1E
F1E
PROJECT TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
SCALE
JOB NO.
SHEET NO.
DATE BY ISSUE FOR
RM
OP
BK
08.07.24
24-212
ISSUE DATE:
REVISION:
NUM.DATE BY REVISION FOR
1
2
3
4
5
7
CONSULTANT
PR
O
J
E
C
T
F
O
R
:
STAMP
6
SHEET TITLE
50
0
W
.
W
A
R
N
E
R
A
V
E
.
S
U
I
T
E
2
0
0
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
7
AS NOTED
BU
I
L
D
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S
S
U
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P
L
U
S
R:
\
_
P
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O
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San Bernardino, CA 92408
412 E. Vanderbilt Way Phone: 909.890.3700
Fax: 909.890.3770
Email: cadd@designwesteng.com
DESIGN WEST ENGINEERING
MECHANICAL ELECTRICAL ENERGY CONSULTANTS
ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS
ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED
TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL
NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR
DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS
WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING.
EMERGENCY
EGRESS LIGHTING
E-1.4
1EMERGENCY EGRESS LIGHTING SCALE: 1" = 20'-0"
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Warehouse 1.1 fc 1.5 fc 0.5 fc 3.0:1 2.2:1
LIGHTING FIXTURE SCHEDULE
SYMBOL NUMBER
LAMPS
LUMENS PER
LAMP
LIGHT LOSS
FACTORCATALOG NUMBERLABELMANUFACTURER DESCRIPTION
ARCH T5 18 1311 1F1ELT8LAMP
SIGNED:11/21/2024
500 W Warner Ave
Unit B5/6/2025
CUT SHEETS 1
PROJECT TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
SCALE
JOB NO.
SHEET NO.
DATE BY ISSUE FOR
RM
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08.07.24
24-212
ISSUE DATE:
REVISION:
NUM.DATE BY REVISION FOR
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San Bernardino, CA 92408
412 E. Vanderbilt Way Phone: 909.890.3700
Fax: 909.890.3770
Email: cadd@designwesteng.com
DESIGN WEST ENGINEERING
MECHANICAL ELECTRICAL ENERGY CONSULTANTS
ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS
ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED
TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL
NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR
DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS
WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING.
ELECTRICAL
DETAILS & CUT
SHEETS
E-2.1
SIGNED:11/21/2024
500 W Warner Ave
Unit B5/6/2025
ELECTRICAL SPECIFICATIONS
PART 1 GENERAL
1.01 SCOPE OF WORK
A.WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES, AND MATERIALS,
UNLESS OTHERWISE SPECIFIED, AND IN PERFORMING ALL OPERATIONS NECESSARY FOR THE INSTALLATION OF A
COMPLETE AND OPERABLE ELECTRICAL SYSTEM AS REQUIRED BY THESE SPECIFICATIONS AND AS INDICATED ON THE
DRAWINGS.
B.THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS IN A MANNER TO BE FULLY COGNIZANT OF
ALL WORK REQUIRED UNDER THIS SECTION.
C.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS UNLESS OTHERWISE ARRANGED AND
SCHEDULE ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF THE WORK UNDER THIS CONTRACT.
1.02 GENERAL REQUIREMENTS
A.WORK DONE UNDER THIS SECTION SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE,
NEC (NATIONAL ELECTRICAL CODE), THE STATE OF CALIFORNIA TITLE 24, THE STATE BUILDING STANDARDS, (OSHA)
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND TO ANY APPLICABLE LOCAL JURISDICTIONAL
REQUIREMENTS. IN CASE OF CONFLICT BETWEEN REQUIREMENT, THE MOST RESTRICTIVE SHALL APPLY.
1.03 ELECTRICAL CONTRACTOR'S RESPONSIBILITY
A.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS.
CONTRACTOR SHALL CHECK THE DRAWINGS OF THE OTHER TRADES AND SHALL CAREFULLY READ THE ENTIRE
SPECIFICATIONS AND DETERMINE HIS RESPONSIBILITIES.
B.BEFORE SUBMITTING THE BID, THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FULLY ACQUAINT
HIMSELF WITH EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE EQUIPMENT
AND ASSOCIATED WIRING IN SUCH A MANNER AS TO CONFORM WITH THE EXISTING STRUCTURE OF THE BUILDING,
AVOID OBSTRUCTIONS, AND MEET APPLICABLE CODE REQUIREMENTS.
C.THE INTENT OF THESE DRAWINGS IS TO DESCRIBE A COMPLETE AND OPERABLE SYSTEM. WHERE EXISTING
CONDITIONS DIFFER FROM DRAWINGS, ADJUSTMENT SHALL BE MADE AND ALLOWANCES INCLUDED FOR ALL
NECESSARY EQUIPMENT TO COMPLETE ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS. BRING ANY QUESTIONS
TO THE ARCHITECT OR ENGINEER'S ATTENTION PRIOR TO BIDDING.
D.WHEREVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT, DEVICES, CIRCUIT BREAKERS,
ETC., ARISES ON THE DRAWING AND/OR SPECIFICATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITION NOTED ON DRAWINGS
AND/OR IN SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY THE OWNER AND
ENGINEER.
1.04 WORK NOT INCLUDED
A.CERTAIN LABOR, MATERIALS, OR EQUIPMENT MAY BE FURNISHED UNDER OTHER CONTRACTS BY THE OWNER. WHEN
SUCH IS THE CASE, THE EXTENT, SOURCE, AND DESCRIPTION OF THESE ITEMS WILL BE INDICATED ON THE DRAWINGS
OR DESCRIBED IN THE SPECIFICATIONS. UNLESS OTHERWISE NOTED, ALL LABOR, MATERIALS AND EQUIPMENT FOR
THE COMPLETE INSTALLATION OF THE ELECTRICAL WORK SHALL BE PROVIDED UNDER THIS SECTION OF THESE
SPECIFICATIONS.
1.05 SPECIAL REQUIREMENTS
A.THE DRAWINGS INDICATE GENERAL ARRANGEMENT OF CIRCUITS, OUTLETS, LOCATIONS OF MOTOR CONTROLLERS
WITH DISCONNECTS, PANELBOARDS, CONDUIT ROUTING, AND OTHER WORK. INFORMATION SHOWN ON THE
DRAWINGS IS ESSENTIALLY DIAGRAMMATIC; HOWEVER, RECIRCUITING OR RELOCATING ELECTRICAL EQUIPMENT WILL
NOT BE PERMITTED WITHOUT SPECIFIC WRITTEN APPROVAL OF THE ENGINEER.
1.06 SUBMITTALS
A.AFTER AWARD OF THE CONTRACT AND BEFORE ANY MATERIALS ARE DELIVERED TO THE JOB SITE, A COMPLETE LIST
OF ALL MATERIALS PROPOSED TO BE FURNISHED AND INSTALLED UNDER THIS SECTION MUST BE PROVIDED.
B.SUBMIT TO THE ENGINEER FOR APPROVAL ONE PRINT AND ONE REPRODUCIBLE OF ALL LIGHTING FIXTURES,
SWITCHGEAR, PANELBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, AND MOTOR STARTERS. SHOP
DRAWINGS SHALL INCLUDE MANUFACTURER'S PRINTED INFORMATION FOR EACH OF THESE ITEMS IDENTIFIED ON THE
DRAWINGS. THE INFORMATION SHALL INCLUDE, AS MINIMUM, OVERALL DIMENSIONS, WEIGHT, PHASE, VOLTAGE
RATINGS, WIRING DIAGRAMS, AND NAMEPLATE DATA.
1.07 STANDARDS AND MATERIALS
A.ALL MATERIALS SHALL CONFORM WITH THE CURRENT APPLICABLE INDUSTRY STANDARDS, NEMA (NATIONAL
ELECTRICAL MANUFACTURER'S ASSOCIATION), ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE), IPCEA (INSULATED
POWER CABLE ENGINEERS ASSOCIATION), IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS), NATIONAL
ELECTRICAL SAFETY CODE.
B.UNLESS OTHERWISE INDICATED, ALL MATERIALS SHALL BE UNDERWRITERS LABORATORIES LISTED AND LABELED, OR
CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
C.WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE ELECTRICAL MECHANICAL EFFICIENCY.
DEFECTIVE AND DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL APPROVAL AND
ACCEPTANCE. THE DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT THAN
CODES, STATUTES, OR ORDINANCES IN EFFECT. APPLICABLE CODES, STANDARDS, ORDINANCES, AND STATUTES TAKE
PRECEDENCE WHEN THEY ARE MORE STRINGENT OR CONFLICT WITH THE DRAWINGS OR SPECIFICATIONS.
1.08 DELIVERY AND STORAGE OF MATERIALS
A.THE CONTRACTOR SHALL INVESTIGATE EACH SPACE IN THE BUILDING THROUGH WHICH EQUIPMENT MUST PASS TO
REACH ITS FINAL LOCATIONS. IF NECESSARY, THE MANUFACTURER SHALL BE REQUIRED TO SHIP HIS MATERIAL IN
SECTIONS, SIZED TO PERMIT PASSING THROUGH SUCH RESTRICTED AREAS IN THE BUILDING.
B.THE CONTRACTOR SHALL RETAIN IN HIS POSSESSION AND SHALL BE RESPONSIBLE FOR ALL PORTABLE AND
DETACHABLE PARTS OF PORTIONS OF INSTALLATIONS SUCH AS FUSES, KEY LOCKS, ADAPTERS, BLOCKING CLIPS, AND
INSERTS UNTIL FINAL COMPLETION OF WORK. THESE PARTS SHALL BE DELIVERED TO THE OWNER UPON COMPLETION
OF THE WORK.
PART 2 PRODUCTS
2.01 EQUIPMENT AND MATERIALS
A.ALL MATERIALS FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW, FREE FROM DEFECTS, AND
SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY
TROUBLE DEVELOP DURING THEIR PERIOD DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, THE
CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT ANY
COST TO THE OWNER. ANY DEFECTIVE MATERIAL OR INFERIOR WORKMANSHIP NOTED AT THE TIME OF INSTALLATION
SHALL BE CORRECTED IMMEDIATELY TO THE SATISFACTION OF THE OWNER.
B.ALL MAJOR EQUIPMENT COMPONENTS SHALL HAVE THE MANUFACTURER'S NAME, ADDRESS, MODEL NUMBER, AND
SERIAL NUMBER PERMANENTLY ATTACHED IN A CONSPICUOUS MANNER.
2.02 CONDUIT
A.PROVIDE RACEWAYS AS INDICATED ON THE DRAWINGS AND AS HEREIN SPECIFIED. CONDUITS SHALL BE RIGID STEEL
"GRC" (THICK WALL) GALVANIZED; ELECTRICAL METALLIC TUBING "EMT" (THIN WALL); FLEXIBLE STEEL, GALVANIZED;
LIQUID-TIGHT, FLEXIBLE STEEL CONDUIT WITH GROUND BOND; ALUMINUM CONDUIT; OR SCHEDULE 40 PVC.
B.ALL EMPTY CONDUITS (CO) SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE INDICATED ON THE DRAWING.
C.WHERE CONDUIT CROSSES AN EXPANSION JOINT, PROVIDE APPROVED FITTINGS WHICH ALLOW DEFLECTIONS
EQUIVALENT TO TWICE THE MOVEMENT ALLOWED BY THE DESIGN.
2.03 CONDUCTORS
A.PROVIDE A COMPLETE SYSTEM OF CONDUCTORS IN RACEWAY SYSTEMS AS SHOWN ON THE DRAWINGS AND THEN
HEREIN SPECIFIED.
B.LIGHTING AND POWER CONDUCTORS SHALL BE COPPER, 600 VOLT, TYPE THWN/THHN, NO. 12 MINIMUM UNLESS
OTHERWISE NOTED.
C.CONTROL CONDUCTORS SHALL BE 600V, TYPE THWN/THHN, NO.14 MINIMUM SIZE UNLESS OTHERWISE NOTED.
2.04 FITTINGS
A.CONNECTOR, COUPLING, LOCKNUT, BUSHINGS AND CAPS USED WITH RIGID CONDUIT SHALL BE STEEL, THREADED
AND GALVANIZED. BUSHINGS SHALL BE INSULATED.
B.EMT FITTINGS, CONNECTORS AND COUPLINGS SHALL BE STEEL, ZINC, OR CADMIUM PLATED, COMPRESSION TYPE,
WITH INSULATED THROAT.
C.FLEXIBLE STEEL CONDUIT CONNECTORS SHALL BE TWIST-IN-TYPE WITH INSULATED THROAT. THE FINISH SHALL BE
ZINC OR CADMIUM PLATING.
D.EMT CONDUIT FITTINGS SHALL BE THE COMPRESSION TYPE; SET SCREW FITTINGS SHALL NOT BE USED.
2.05 JUNCTION AND PULL BOXES
A.FOR INTERIOR DRY LOCATIONS, BOXES SHALL BE GALVANIZED ONE-PIECE DRAWN STEEL, KNOCKOUT TYPE WITH
REMOVABLE, MACHINE SCREW SECURED COVERS.
B.ALL BOXES SHALL BE SIZED FOR THE NUMBER AND SIZES OF CONDUCTORS AND CONDUITS ENTERING THE BOX AND
EQUIPPED WITH PLASTER RINGS WHERE REQUIRED.
2.06 OUTLET BOXES (NOT USED)
2.07 SWITCHES
A.ALL DEVICES SHALL CONFORM TO NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) STANDARDS AND
SHALL BE UNDERWRITERS' LABORATORIES, INC., (UL) LISTED AND LABELED AND SHALL BE "SPECIFICATION GRADE,"
MEETING THE REQUIREMENTS OF FEDERAL SPECIFICATION WS-896-E, FOR SWITCHES.
1.WALL SWITCHES SHALL BE SPECIFICATION COMMERCIAL GRADE (MINIMUM), FULLY ENCLOSED, QUIET-TYPE TUMBLER
SWITCHES RATED 20 AMPERES, 120/277-VOLT, BAKELITE OR COMPOSITION, BACK AND SIDE WIRED, BUMPER PAD, FULL
RATING FOR INDUCTIVE OR NON-INDUCTIVE LOADS AND INCANDESCENT OR FLUORESCENT LIGHTING LOADS.
2.SINGLE POLE SWITCHES: G.E. 59511, HUBBELL #1221, ARROW #1991 OR PASS & SEYMOUR 20AC1.
3.THREE-WAY QUIET SWITCHES: G.E. 59531, HUBBELL #1223, ARROW #1993 OR PASS& SEYMOUR 20AC3.
4.WALL SWITCH AND PILOT LIGHTS SHALL BE FLUSH MOUNTED COMBINATION WALL TYPE WITH SWITCH AND PILOT LIGHT
EQUIPPED WITH A 6-WATT, 125-VOLT CANDELABRA BASE LAMP. THE PILOT LIGHT SHALL HAVE A GREEN JEWEL WITH
BRASS RIM FLUSH MOUNTED IN THE WALL PLATE.
5.ALL SWITCHES SHALL BE OF THE SAME MANUFACTURE.
6.NORMAL SWITCH COLOR IS WHITE APPROVED BY ARCHITECT/OWNER. SWITCHES CONTROLLING CIRCUITS CONNECTED
TO EMERGENCY POWER SOURCE SHALL BE RED.
7.30 AMP MOTOR RATED SNAP SWITCHES SHALL BE LEVITON MS302-DS. PROVIDED IN NEMA 1 OR 3R ENCLOSURE AS
SHOWN ON DRAWING.
B.SENSOR SWITCH (MOTION SENSOR)
1.WALL SENSOR SWITCH SHALL BE WATT STOPPER DUAL TECHNOLOGY OCCUPANCY SENSOR LEVITON MODEL
#OSSMT-GD (FOR SINGLE POLE SWITCHING) & LEVITON MODEL #OSSMD-GD FOR (DUAL SWITCHING).
2.CEILING SENSOR SWITCH SHALL BE WATT STOPPER DUAL-TECHNOLOGY MODE.
3.PROVIDE 120/277V CEILING SENSOR POWER PACK INSTALLED IN J-BOX NEXT TO LIGHTING CIRCUIT.
2.08 RECEPTACLES (NOT USED)
2.09 DEVICE PLATES (NOT USED)
2.10 PANELBOARDS (NOT USED).
2.11 INTERIOR LIGHTING FIXTURES
A.FURNISH, INSTALL AND WIRE LIGHTING FIXTURES SCHEDULED OR INDICATED BY TYPE DESIGNATION ON THE
DRAWINGS. IF TYPE DESIGNATION IS OMITTED, FIXTURES SHALL BE OF THE SAME TYPE AS SHOWN FOR ROOMS OF
SIMILAR USAGE. VERIFY BEFORE PURCHASE AND INSTALLATION. NO ALTERNATIVE FIXTURES WILL BE ACCEPTED.
B.LOCATIONS OF FIXTURES ON ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. VERIFY LOCATION AND SPACING WITH
ARCHITECTURAL REFLECTED CEILING PLANS AND OTHER REFERENCE DATA BEFORE PURCHASING. COORDINATE
SPACE CONDITIONS, INCLUDING HEADROOM CLEARANCES AND INTERFERENCES WITH CEILING COMPONENTS SUCH
AS DUCTS, OPENINGS, BEAMS AND PIPING PRIOR TO INSTALLATION.
C.CHECK THE ARCHITECTURAL FINISHES AND, REGARDLESS OF THE CATALOG PREFIXES AND SUFFIXES SHOWN,
FURNISH FIXTURES WITH THE PROPER TRIM, FRAMES, SUPPORTS, HANGERS AND OTHER MISCELLANEOUS
APPURTENANCES OR PROPERLY COORDINATE WITH SAID FINISHES. WHERE REQUIRED, FURNISH REINFORCING FOR
CEILING CONSTRUCTION TO SUPPORT THE WEIGHT OF THE FIXTURES.
D.FIXTURES SHALL BE FREE OF LIGHT LEAKS AND DESIGNED TO PROVIDE SUFFICIENT VENTILATION OF LAMPS AND
BALLASTS, INCLUDING VENT HOLES WHERE REQUIRED. OUTDOOR FIXTURES WITH VENT HOLES SHALL HAVE WIRE
MESH SCREENS IN THE VENT HOLES.
E.REPLACE BLEMISHED, DAMAGED OR UNSATISFACTORY FIXTURES AT NO ADDITIONAL COST TO THE OWNER AND IN A
MANNER SATISFACTORY TO THE ARCHITECT.
F.EXIT SIGNS LIGHTS SHALL BE LED TYPE AND PROVIDED WITH AN INTEGRAL EMERGENCY BATTERY PACK.
G.LED LIGHT FIXTURES
A.GENERAL:
1.LED LIGHT FIXTURES SHALL BE IN ACCORDANCE WITH IES, NFPA, UL, AS SHOWN ON THE DRAWINGS, AND AS
SPECIFIED.
2.LED LIGHT FIXTURES SHALL BE REDUCTION OF HAZARDOUS SUBSTANCES (ROHS)-COMPLIANT.
3.LED DRIVERS SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED:
a.MINIMUM EFFICIENCY: 85% AT FULL LOAD.
b.MINIMUM OPERATING AMBIENT TEMPERATURE: -20 DEG C. (-4 DEG F.)
c.INPUT VOLTAGE: 120 - 277V (±10%) AT 60 HZ.
d.INTEGRAL SHORT CIRCUIT, OPEN CIRCUIT, AND OVERLOAD PROTECTION.
e.POWER FACTOR: >=0.95.
f.TOTAL HARMONIC DISTORTION: <=20%.
g.COMPLY WITH FCC 47 CFR PART 15.
4.LED MODULES SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED:
a.COMPLY WITH IES LM-79 AND LM-80 REQUIREMENTS.
b.MINIMUM CRI 80 AND COLOR TEMPERATURE 4000K UNLESS OTHERWISE SPECIFIED IN LUMINAIRE SCHEDULE.
c.MINIMUM RATED LIFE: 50,000 HOURS PER IES L70.
d.LIGHT OUTPUT LUMENS AS INDICATED IN THE LUMINAIRE SCHEDULE.
2.12 LOW VOLTAGE SWITCHGEAR (NOT USED)
2.13 CIRCUIT AND MOTOR DISCONNECTS (NOT USED)
2.14 TRANSFORMERS (NOT USED)
2.15 ELECTRICAL CONNECTIONS
A.UNLESS OTHERWISE NOTED, ALL WIRING FOR MOTORS, STARTERS, CONTROLS, AND EQUIPMENT SHALL BE PROVIDED
BY THE ELECTRICAL CONTRACTOR. WHERE MOTORS FOR MECHANICAL EQUIPMENT ARE FURNISHED BY OTHER
DIVISIONS, WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, EXCEPT WHERE WIRED
INTEGRALLY WITH THE EQUIPMENT.
B.CONNECTION AND CONTROL DIAGRAMS FOR ALL MECHANICAL AND CONTROL EQUIPMENT SHALL BE FURNISHED
UNDER OTHER DIVISIONS, AND BE APPROVED BY THE OWNER FOR CONNECTION BY THE ELECTRICAL CONTRACTOR.
2.16 SUPPORTING DEVICES
A.ALL EQUIPMENT CONDUITS SHALL BE SUPPORTED, ANCHORED AND BRACED IN ACCORDANCE WITH THE MOST
STRINGENT CODES AND REQUIREMENTS. COMPLY WITH CHAPTER 23 OF THE LATEST CBC (CALIFORNIA BUILDING
CODE).
PART 3 EXECUTION
3.01 WORKMANSHIP AND COMPLETION OF INSTALLATION
A.WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE ELECTRICAL AND MECHANICAL EFFICIENCY.
DEFECTIVE AND DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL INTERPRETATIONS
INCLUDED. ANY DEFICIENCY PERTAINING TO EITHER WORKMANSHIP OR MATERIALS FOUND BY THE INSPECTOR SHALL
BE CORRECTED WITHOUT ADDITIONAL COST TO THE OWNER.
B.THE CONTRACTOR SHALL MAINTAIN ON JOB SITE A SET OF THE WORKING DRAWINGS WHICH SHALL BE UPDATED DAILY
IN DETAIL FOR WORK ACCOMPLISHED. UPON COMPLETION OF THE WORK, A SET OF REPRODUCIBLE CONTRACT
DRAWINGS SHALL BE OBTAINED FROM THE GENERAL CONTRACTOR AND ALL CHANGES AS NOTED ON THE RECORD
SET OF PRINTS SHALL BE INCORPORATED THEREON WITH RED INK IN A NEAT, LEGIBLE, UNDERSTANDABLE AND
PROFESSIONAL MANNER.
C.ALL EQUIPMENT AND MATERIAL CONNECTED WITH THIS PROJECT SHALL BE INSTALLED COMPLETE, THOROUGHLY
CLEANED, AND ALL RESIDUE REMOVED FROM INSIDE SURFACES. EXTERIOR SURFACES OF ALL MATERIAL AND
EQUIPMENT SHALL BE CLEANED AND DELIVERED IN A PERFECT, UNBLEMISHED CONDITION.
D.UPON COMPLETION OF THE INSTALLATION AND AS A CONDITION OF ITS ACCEPTANCE FURNISH ONE COPY OF THE
FINAL INSPECTION CERTIFICATE TO THE OWNER.
3.02 PREPARATION COORDINATION.
A.THE CONTRACTOR SHALL COORDINATE THIS WORK WITH ALL OTHER CONTRACTORS FURNISHING LABOR, MATERIALS
AND WORK, SO THAT THE WORK AS WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY.
B.EXAMINE THE DRAWINGS AND SPECIFICATIONS AND DETERMINE THE WORK TO BE PERFORMED BY THE ELECTRICAL,
MECHANICAL AND OTHER TRADES. PROVIDE THE TYPE AND AMOUNT OF ELECTRICAL MATERIALS AND EQUIPMENT
NECESSARY TO PLACE THIS WORK IN PROPER OPERATION, COMPLETELY WIRED TESTED AND READY FOR USE. THIS
SHALL INCLUDE ALL CONDUIT, WIRE, DISCONNECTS, RELAYS, AND OTHER DEVICES FOR THE REQUIRED OPERATION
SEQUENCE OF ALL ELECTRICAL, MECHANICAL, AND OTHER SYSTEMS OR EQUIPMENT.
C.PERFORM ALL WORK IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO THE
OCCUPANTS, NOR INTERFERE WITH THE ACTIVITIES IN THE BUILDING.
D.THE CONTRACTOR SHALL COORDINATE AND SCHEDULE EACH POWER INTERRUPTION WITH OWNER, AND SHALL
PROVIDE AT LEAST TWO WEEKS NOTICE OF PROPOSED INTERRUPTION AND WORK TO BE ACCOMPLISHED.
3.03 TRENCHING AND BACKFILLING (NOT USED)
3.04 CORE CUTTING, DRILLING, AND PATCHING (NOT USED)
3.05 INSTALLATION
A.WORKMANSHIP IS TO BE NEAT, BY EXPERIENCED WORKMEN WITH ADEQUATE SUPERVISION, AND IN LINE WITH
NORMAL INDUSTRY WORK PRACTICES.
B.MAINTAIN WORKING CLEARANCE AROUND ELECTRICAL EQUIPMENT, IN ACCORDANCE WITH CODE REQUIREMENTS AS A
MINIMUM.
C.WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF
STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, FURNISH AND INSTALL ALL REQUIRED SUPPORTS
AND WIRING TO CLEAR THE ENCROACHMENT.
D.VERIFY LOCATION OF EACH OUTLET FOR POWER, SIGNAL, TELEPHONE/DATA, AND EACH LIGHTING FIXTURE WITH
ARCHITECT PRIOR TO ROUGH-IN. INCLUDE IN BID COST OF RELOCATING EACH ITEM WITHIN TEN-FEET RADIUS OF ITS
INDICATED LOCATION.
E.ALL CONDUIT TO BE RUN CONCEALED UNLESS OTHERWISE NOTED. ALL CONDUITS SHALL BE ROUTED OVERHEAD IN
CEILING SPACES. NO CONDUITS SHALL BE PERMITTED IN CONCRETE SLAB, MASONRY WALLS UNLESS SPECIFICALLY
SO INDICATED. CONDUIT SHALL BE RUN SO AS NOT TO INTERFERE WITH OTHER PIPING FIXTURES OR EQUIPMENT.
F.WHERE ALLOWED, EXPOSED CONDUIT RUNS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS,
STRUCTURAL MEMBERS, OR INTERSECTION OF VERTICAL PLANES AND CEILINGS.
G.ALL ELECTRICAL CONDUITS AND OTHER ELECTRICAL RACEWAYS PASSING THROUGH FIRE RATED CEILINGS, SLABS,
CABLE TRAYS, WALLS AND PARTITIONS SHALL BE SEALED TO PREVENT THE SPREAD OF FIRE, SMOKE, AND GASSES.
USE A UL LISTED AND APPROVED FIRE-STOP MATERIAL EQUAL TO RATING OF A WALL OR A FLOOR SLAB PENETRATED;
INSTALLATION OF FIRE-STOP MATERIAL SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
H.UNLESS WRITTEN PERMISSION IS GRANTED BY THE ARCHITECT, NO MATERIAL SHALL BE MOUNTED ON THE EXTERIOR
WALLS OR PARAPET TOP OF THE BUILDING.
I.ALL ROTATING ELECTRICAL EQUIPMENT SHALL BE SUPPLIED WITH A FLEXIBLE, LIQUID-TIGHT CONDUIT WITH
APPROPRIATE SLACK AND SHALL NOT EXCEED THIRTY-SIX (36) INCHES.
J.ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT.
K.TELEPHONE WIRES SHALL BE PLENUM RATED CABLE FOR MOUNTING IN CEILING SPACES WITHOUT CONDUIT UNLESS
OTHERWISE NOTED.
L.ALL WIRES FOR ALL SYSTEMS SHALL BE CONTINUOUS FROM SWITCH TO TERMINAL OR FURTHEST OUTLET. NO JOINTS
SHALL BE MADE EXCEPT IN PULL, JUNCTION OR OUTLET BOXES, OR IN PANEL OR SWITCHBOARD GUTTERS.
M.ALL RECEPTACLE, CONTROL DEVICE, AND SWITCH MOUNTING HEIGHTS SHALL BE COORDINATED WITH
ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.
3.06 GROUNDING
A.EACH BRANCH CIRCUIT SHALL BE EQUIPPED WITH CODE SIZE GREEN GROUND, EQUIPMENT WIRE (PER NEC 250-95)
(NOT INDICATED ON DRAWINGS) WITHIN THE SAME CONDUIT FOR ALL CIRCUITS OF PANELBOARDS.
3.07 BRANCH CIRCUITS
A.NO MORE THAN THREE BRANCH CIRCUITS PERMITTED IN ONE CONDUIT UNLESS INDICATED OTHERWISE
3.08 IDENTIFICATION (NOT USED)
3.09 PROTECTION
A.USE ALL MEANS NECESSARY TO PROTECT THE WORK AND MATERIALS FROM LOSS DURING AND AFTER INSTALLATION,
AND PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES DURING THE PROGRESS OF THE WORK. PROVIDE FOR
THE SAFETY AND GOOD CONDITION OF ALL WORK UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. REPLACE
ALL DAMAGE OR DEFECTIVE WORK, MATERIAL, AND EQUIPMENT AT NO EXPENSE TO THE OWNER BEFORE
REQUESTING FINAL ACCEPTANCE.
3.10 CLEANING OF EQUIPMENT, MATERIAL, AND PREMISES
A.SITE SHALL BE LEFT BROOM CLEAN AFTER COMPLETION OF WORK EACH DAY. UPON COMPLETION OF THE WORK,
LEAVE THE PREMISES CLEAN OF ALL DIRT AND DEBRIS.
B.ALL EQUIPMENT AND MATERIAL CONNECTED WITH THIS PROJECT SHALL BE INSTALLED COMPLETE, THOROUGHLY
CLEANED, AND ALL RESIDUE REMOVED FROM INSIDE SURFACES. EXTERIOR SURFACES OF ALL MATERIAL AND
EQUIPMENT SHALL BE CLEANED AND DELIVERED IN A PERFECT, UNBLEMISHED CONDITION.
3.11 HANDLING OF WIRE AND CABLE
A.HANDLE WIRE AND CABLE SO AS TO AVOID DAMAGE TO CONDUCTORS AND TAKE EVERY PRECAUTION TO AVOID SHARP
BENDING OR SCORING OF THE CABLE. CABLE SHALL NOT BE LAID NOR DRAGGED UPON THE GROUND.
B.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE AT HIS OWN EXPENSE ALL WIRE AND CABLE
DAMAGED DUE TO IMPROPER HANDLING, AND SHALL PAY FOR THE NEW WIRE OR CABLE.
3.12 TESTING AND INSPECTIONS
A.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS
FOR THE EXECUTION OF THE WORK UNDER THIS CONTRACT.
B.THE CONTRACTOR SHALL REPLACE ALL DAMAGED OR DEFECTIVE EQUIPMENT OR WORK.
C.ALL CIRCUITS SHALL BE TESTED FOR CONTINUITY AND CIRCUIT INTEGRITY BY THE CONTRACTOR. ADJUSTMENTS
SHALL BE MADE FOR CIRCUITS NOT COMPLYING WITH TESTING CRITERIA.
D.THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS AND PERFORM ANY ADDITIONAL TESTS REQUIRED BY THE
AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL ALSO CORRECT ALL FAILURES AND REPLACE ANY DAMAGED
PORTIONS OF THE WORK RESULTING FROM THOSE TESTS. THE COST OF THE FOREGOING ITEMS SHALL BE PAID BY
THE CONTRACTOR.
E.THE CONTRACTOR SHALL FURNISH THE OWNER CERTIFICATES OF INSPECTION AND APPROVAL BY THE ELECTRICAL
INSPECTION AUTHORITY ON ALL WORK COMPETED AS REQUIRED.
F.CONTRACT DRAWINGS AND SPECIFICATIONS, GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND
SUPPLEMENTARY CONDITIONS, ELECTRICAL PROVISIONS AND DIVISION-1 SPECIFICATION SECTIONS APPLY TO WORK
OF THIS SECTION.
PROJECT TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
SCALE
JOB NO.
SHEET NO.
DATE BY ISSUE FOR
RM
OP
BK
08.07.24
24-212
ISSUE DATE:
REVISION:
NUM.DATE BY REVISION FOR
1
2
3
4
5
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San Bernardino, CA 92408
412 E. Vanderbilt Way Phone: 909.890.3700
Fax: 909.890.3770
Email: cadd@designwesteng.com
DESIGN WEST ENGINEERING
MECHANICAL ELECTRICAL ENERGY CONSULTANTS
ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS
ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED
TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL
NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR
DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS
WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING.
ELECTRICAL
SPECIFICATIONS
E-3.1
SIGNED:11/21/2024
500 W Warner Ave
Unit B5/6/2025