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<br />EXISTING GYPSUM BOARD CEILING ADDU°
<br />REPAIR AS NECESSARY DUE TO WALL
<br />ADJUSTMENT; TAPE, FLOAT, MATCH EXISTI
<br />TEXTURE AND REPAINT
<br />EXISTING "T -BAR" GEILIN6; REPAIR, CLEA
<br />PAINT, AS REQUIRED - 12'-0 GEILIN6 HEI6
<br />5/8" GYPSUM BOARD GEILIN6 ON LIGHT G/
<br />METAL FRAMING - GEILIN6 HEIGHT 10'-0
<br />WALL MOUNTED TELEVISIONS, BY OWNER
<br />TYPICAL
<br />01
<br />Reflected Ceiling Plan
<br />1/4"= l'-0
<br />Symbols Legend
<br />General Notes - Reflected Ceiling Plan
<br />EX15TINO (E) 2x4 FLUORESCENT
<br />1. SUSPEND CEILINGS IN STRUCTURES SHALL BE DESIGNED AND INSTALLED IN
<br />830.890.8808
<br />LI6HTIN6 FIXTURE
<br />ACCORDANCE WITH ASTM C535, ASTM C635, AND THE CISCA FOR SEISMIC ZONES 3-4.
<br />jackmwells@outloo
<br />2. A HEAVY TYPE'T-BAR" CEILING SYSTEM SHALL BE USED.
<br />COPY RIGHT2012021
<br />RELOCATED/ REUSED (Fa 2x4 FLUORESCENT LI6HTIN6
<br />3. THE WIDTH OF PERIMETER CLOSURE SHALL BE 21NCHES MINIMUM IN WIDTH.
<br />00HROATION DIMENSIONS AT THE Me SITE, THE DESIGNER WILL NOT
<br />BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHOD,
<br />FIXTURE, RE -PURPOSE FIXTURE TO "LED"
<br />4. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF CEILING GRID SHALL BE
<br />consultants) contractor
<br />ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION
<br />CORPORATION
<br />SHALL HAVE A MINIMUM 0.75 INCH CLEARANCE FROM THE WALL END AND SHALL REST UPON
<br />F71
<br />PROPOSED 2x2 "LED" LI&HTIN6 FIXTURE
<br />AND BE FREE TO SLIDE ON THE CLOSURE ANGLE.
<br />209.495.0713(c)209.918.7528
<br />5. FOR CEILING AREA EXCEEDING 1,000 SQUARE FEET, HORIZONTAL RESTRAINS OF THE
<br />CEILING TO THE STRUCTURE SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE
<br />no. date description
<br />HORIZONTAL RESTRAINS SHALL BE APPROXIMATELY EQUAL.
<br />0 --
<br />PROPOSED RECESSED "CAN" FIXTURE, "LED"
<br />]PA40VVIEIRW
<br />109 Spreading Oak Drive,
<br />6. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OF
<br />(209) 485-8620
<br />FULL HEIGHT PARTITION THE BREAKS THE CEILING SYSTEM INTO AREAS NOT EXCEEDING 2,500
<br />Q(l6FESSlp,�
<br />S.F. SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARE PREFORMED ON THE CEILING
<br />BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATES CEILING
<br />o. 5 36
<br />SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO
<br />AD -
<br />PROPOSED PENDANT FIXTURE, COORDINATE FIXTURE
<br />ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT.
<br />OF CAS\F�
<br />STYLE/ TYPE WITH OWNER
<br />a
<br />tv
<br />6.1 THE SMALLER, BROKEN -UP AREAS SHALL COMPLY WITH ITEMS 5,4 AND 5
<br />O
<br />(F-) 2x2 HVAC SUPPLY AIR DIFFUSER
<br />7. SPRINKLER HEADS AND OTHER SIMILAR TYPE OF PENETRATIONS THAT DO NOT BEHAVE
<br />INTEGRALLY WITH THIS CEILING SYSTEM IN THE LATERAL DIRECTION, SHALL HAVE A 2 INCH
<br />OVER SIZE RING, SLEEVE OR ADAPTOR THRU THE CEILING TILE WHICH SHALL ALLOW FOR THE
<br />L+ !
<br />MOVEMENT OF AT LEAST 1 INCH IN ALL DIRECTIONS.
<br />(E) 2x2 HVAC RETURN AIR GRILL
<br />7.1 EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS.
<br />W 1
<br />ro
<br />7.2 AS AN ALTERNATIVE SWING JOINT ACCOMMODATING AN INCH OF CEILING
<br />�L.
<br />I- 0�,
<br />MOVEMENT IN ALL DIRECTIONS MAY BE USED AT THE SPRINKLER HEAD EXTENSION.
<br />N 4-1°'
<br />°
<br />8 CHANGES IN PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING.
<br />"=
<br />(E) LIGHT/ FAN COMBO
<br />9 CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF
<br />THE CEILING.
<br />W E—c��`
<br />EMERGENCY LIGHT
<br />10 A STRUT IS TO BE ATTACHED TO THE SUSPENSION SYSTEM AND TO THE STRUCTURE ABOVE
<br />AT EACH BRACE.
<br />L O
<br />11 ATTACHMENT OF THE BRACING WIRES TO THE MAIN BEAM AND THE STRUCTURE SHOULD
<br />z
<br />EXIT 516N (E) EXISTING/ (N) PROPOSED
<br />SUPPORT THE GREATER 200# OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2.
<br />O
<br />(E) FIRE SPRINKLER HEAD
<br />12 IF PARTITIONS ARE ATTACHED TO THE SUSPENSION SYSTEM, THEY MUST BE LATERALLY
<br />I�
<br />BRACED TO THE BUILDING STRUCTURE.
<br />®
<br />(E) FIRE SPRINKLER HEAD "RELOCATED" TO NEW
<br />13 LIGHT FIXTURES:
<br />LOCATION
<br />Q W
<br />13.1 PENDENT MOUNTED FIXTURES MUST BE SUPPORTED FROM THE STRUCTURE. THEY MAY
<br />(E) CEILING MOUNTED RECEPTACLE
<br />Reflected Ceiling
<br />Plan
<br />NOT USE THE CEILING SUSPENSION SYSTEM FOR SUPPORT.
<br />/
<br />21.125
<br />PROPOSED SWITCH LEG
<br />13.2 MUST BE POSITIVELY ATTACHED TO WITHSTAND 100% OF THE FIXTURE WEIGHT.
<br />jmw
<br />decked by
<br />JW/WL
<br />project amhitect
<br />13.3 THERE MUST BE TWO 12 -GA. WIRES ATTACHED AT DIAG CORNERS. IF THE FIXTURE IS 58#
<br />date 12012021
<br />OR LESS. IF THE FIXTURE IS MORE THAN 58#, FIXTURE MUST BE INDEPENDENTLY SUPPORTED
<br />p
<br />EXISTING ELECTRICAL PANEL TO REMAIN
<br />FROM THE BUILDING STRUCTURE.
<br />General Notes - ELECTRICAL
<br />Q
<br />PHONE JACK
<br />LIGHTING
<br />v1
<br />DATA JACK
<br />PROVIDE UNSWITCHED HOT TO ALL EMERGENCY AND EXIT LIGHTING
<br />2 LIGHTING CONTROLS PROVIDED BY TIME CLOCK/ LIGHTING. INTERIOR LIGHTING SHALL BE CONTROLLED
<br />BY SWITCH, EXCLUDING EMERGENCY AND NIGHT LIGHTING.
<br />TQ
<br />THERMOSTAT - CONNECT TO EXISTING HVAC SYSTEM
<br />3 ALL FLUORESCENT FIXTURES IN KITCHEN/ SERVING AREAS SHALL BE PROVIDED WITH GASKETED LENS OR
<br />SHATTER PROOF LAMPS
<br />POWER:
<br />P/N
<br />PROPOSED
<br />4 ALL NON -EMERGENCY INTERIOR LIGHTING SHALL BE CONTROLLED BY LOCAL SWITCHES, ALL EXTERIOR
<br />LIGHTING AND SIGNAGE SHALL BE CIRCUITED THROUGH AND CONTROLLED BY CPI LIGHTING MANGER.
<br />E
<br />EXISTING TO REMAIN
<br />5 PROVIDE HACR TYPE CIRCUIT BREAKER FOR HVAC EQUIPMENT.
<br />R
<br />RELOCATED
<br />6 ALL SHUNT TRIP BREAKERS OR INTERLOCK ST W/FIRE SUPPRESSION SYSTEM TO TRIP BREAKER WHEN
<br />SUPPRESSION IS ACTIVATED.
<br />7 ANY KITCHEN EQUIPMENT NOT IDENTIFIED IN THE KETCH SCHEDULE ABOVE IS EXPECTED TO NOT HAVE ANY
<br />DIVISION 16 INSTALLATION REQUIREMENTS. CONFIRM ALL REQUIREMENTS FOR ALL EQUIPMENT ON THE
<br />ARCHITECTURAL DRAWINGS WITH DESIGNER AND KITCHEN EQUIPMENT CONTRACTOR PRIOR TO THE
<br />INSTALLATION OF EQUIPMENT AND/OR DIV. 16 WORK.
<br />GEILIN6 FAN, COORDINATE SIZE AND STYLE WITH
<br />8 PROVIDE OVERCURRENT PROTECTION AND BRANCH CIRCUITS PER UL LISTED REQUIREMENTS FOR ALL
<br />OWNER
<br />EQUIPMENT SERVED. REFER TO MANUFACTURER DATA AND EQUIPMENT CUT SHEETS FOR ROUGH -IN
<br />LOCATIONS OF ELECTRICAL CONNECTIONS AND INTERCONNECTIONS FOR ALL EQUIPMENT. COORDINATE
<br />EXACT NAME PLATE DATA OF EQUIPMENT BEING INSTALLED.
<br />9 COORDINATE EXACT LOCATIONS OF EQUIPMENT, RECEPTACLES, AND DEVICE CONNECTIONS WITH
<br />ARCHITECTURAL PLANS AND ELEVATIONS PRIOR TO INSTALLATION.
<br />10 .ELECTRICAL CONTRACTOR SHALL VERIFY POWER AND PHONE SERVICES AT SITE, SERVICES TO CONFORM
<br />TO UTILITY REQUIREMENTS. ELECTRICAL CONTRACTOR SHALL ARRANGE FOR SERVICE INSTALLATION PER
<br />2013 CALIFORNIA ELECTRICAL CODE
<br />I I ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2013 CALIFORNIA ELECTRICAL CODE.
<br />CALIFORNIA TITLE 24, PART 3 AND ALL APPLICABLE LOCAL CODES.
<br />12 ALL ELECTRICAL MATERIALS SHALL NEW AND LISTED WITH THE UNDERWRITERS LABORATORIES, INC., SHALL
<br />MEET THEIR REQUIREMENTS AND SHALL BEAR THEIR LABEL WHEREVER STANDARDS HAVE BEEN ESTABLISHED
<br />AND LABEL SERVICE IS REGULARLY FURNISHED BY THAT AGENCY.
<br />13 ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH THE SITE AND EQUIPMENT ARE
<br />SHOWN TO SCALE WHEREVER POSSIBLE, CONTRACTOR SHALL MAKE USE OF ALL DATA IN THE CONTRACT
<br />DOCUMENTS AND VERIFY THIS INFORMATION AT THE JOB SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />LAYING OUT AND INSTALLING HIS WORK TO AVOID INTERFERENCE WITH OTHER TRADES.
<br />14 ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL PLANS FOR EXACT LOCATION OF ALL
<br />HVAC UNITS AND DEVICES. FURNISH AND INSTALL ALL CONDUITS AND LINE VOLTAGE , LOW VOTAGE
<br />WIRING BY OTHERS, TO HVAC EQUIPMENT AND ASSOCIATED CONTROLS AND DEVICES AS SHOWN ON THE
<br />ELECTRICAL AND MECHANICAL PLANS UNLESS OTHERWISE NOTED.
<br />15 ALL LUMINARIES AND BALLAST SHALL BE CERTIFIED BY THE MANUFACTURER TO THE CALIFORNIA ENERGY
<br />COMMISSION. ALL EXTERIOR AND CORRIDOR INCANDESCENT LAMPS TO BE LONG LIFE, GE SERIES 99 OR
<br />EQUAL. ALL FLOURECENT FIXTURES TO BE LAMPED WITH T12, T8 LAMPS, OR APPROVED EQUAL, AND HAVE
<br />ENERGY SAVINGS ELECTRONIC BALLAST OR APPROVED EQUAL UNLESS OTHERWISE SHOWN. ALL HID
<br />LIGHTS FIXTURES SHALL HAVE HIGH POWER FACTOR BALLAST.
<br />ALL EXIT SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH CBD SECTION 1011. LOW LEVEL EXIT SIGNS
<br />16 WHERE APPLICABLE SHALL BE INSTALLED ON THE WALL SUCH THAT THE BOTTOM EDGE OF THE SIGN IS NOT
<br />LESS THAN 6" AND NOT MORE THAN 8" ABOVE THE FINISHED FLOOR.
<br />17 WORK SHOWN ON THE DRAWINGS TO BE INSTALLED UNDERGROUND SHALL BE INSTALLED PER THE
<br />CALIFORNIA ELECTRICAL CODE. BACKFILL IN 6" MOISTURE CONDITIONED LIFTS, COMPACTED UTILIZING
<br />APPROVED COMPACTION EQUIPMENT. COMPACTION/ DENSITY SHALL NOT BE LESS THAN ADJACENT
<br />UNDISTURBED EARTH.
<br />18 RECEPTACLE/ OUTLET HEIGHT OF 15" TO BOTTOM MINIMUM. LIGHT SWITCH HEIGHT 48" TO TOP MAXIMUM
<br />PER CODE REQUIREMENTS. ELECTRICAL CONTRACTOR SHALL VERIFY ALL OUTLET HEIGHTS AT COUNTERS
<br />ETC. WITH THE OWNER IN FIELD PRIOR TO ROUGH IN. ELECTRICAL CONTRACTOR SHALL VERIFY COLOR OF
<br />ALL SWITCH, OUTLET, ETC. COVER PLATES WITH OWNER PRIOR TO INSTALLATION.
<br />UNLESS OTHERWISE NOTED OR REQUIRED BY CODE, CONDUCTORS SHALL BE COPPER TYPE THWN FOR **
<br />19
<br />OR SMALLER, AND COPPER TYPE THW FOR ** OR LAGER.
<br />20 ACCEPTABLE CONDUITS ARE:
<br />PVC CONDUIT - UNDERGROUND
<br />1603.1.5 Earthquake design data. The following information related to seismic loads shall be shown, regardless
<br />LIQUID TIGHT STEEL FLEX - FINAL CONNECTION TO EQUIPMENT
<br />of whether seismic loads govern the design of the lateral force -resisting system of the structure:
<br />FLEXIBLE STEEL OR ALUMINUM - INDOOR FINAL CONNECTION TO EQUIPMENT OF
<br />LIGHTING FIXTURES
<br />GALVANIZED RIGID STEEL - THROUGHOUT
<br />1. Risk category.
<br />GALVANIZED EMT- THROUGHOUT
<br />2. Seismic importance factor, le.
<br />M/C A/C B/X CONCEALED IN WALLS AND CEILINGS
<br />3. Mapped spectral response acceleration parameters,
<br />Stand Si.
<br />4. Site class.
<br />5. Design spectral response
<br />acceleration parameters,
<br />ENGINEERING PENDING
<br />SDs and Sm.
<br />6. Seismic design category.
<br />7. Basic seismic force-resistingsystem(s).
<br />ELECTRICAL DISCLAIMER:
<br />8. Design base shear(s).
<br />JMWELLS DESIGN is not a engineering firm. The Electrical design/system and and/or elements, either noted or implied, are for general
<br />guideline purposes only. These drawings have not been reviewed by a licensed Electrical Engineer, (unless an official stamp of an
<br />9. Seismic response coefficient(s), Cs.
<br />10. Response modification
<br />coefficient(s), R.
<br />licensed engineer appears on these drawings ). R is the responsibility of the owner and General Contractor to obtain the services of a
<br />1 1 Analysis procedure used.
<br />licensed Electrical Engineer to review these drawings prior to construction. By accepting these drawings, JMWELLS Designer/ Jack Wells is
<br />.
<br />released from all liability for any mechanical defects and/or failures.
<br />jmwellsidesign
<br />713 Washington street
<br />kerrville, texas 78028
<br />830.890.8808
<br />jmwelisdesign@gmail.com/
<br />jackmwells@outloo
<br />COPY RIGHT2012021
<br />NOT PUMISHED. KL RIGHTS RESERVED BY DESIGNER, DRAWINGS
<br />AND SFECIFICATONS AS INSTRUMENTS CT SERVICE ARE AND SIAU.
<br />REMMN THE PROPERTY OF THE DESIGNER. THEY SW L NOT BE USED
<br />ON OTHER PROJECTS OR EXTENSIONS TO THIS PROTECT EXCEPT BY
<br />AGREEMEW IN WRITING AND WITH APPROPRIATE COMPENSATION TO
<br />THE DESIGNER. CONTRACTOR IS RESFONGIBLE FOR CgJFIRMING MA
<br />00HROATION DIMENSIONS AT THE Me SITE, THE DESIGNER WILL NOT
<br />BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHOD,
<br />TECHNICUES, SEQUENCES OR FOR SARETY PRECAUTIONS
<br />PROGRAMS IN CONNECTION WITH THE PROJECT.
<br />MA
<br />consultants) contractor
<br />LEER. �ua
<br />CORPORATION
<br />aT+t,tsT+ir Js:f�eTa,pvtrer
<br />182 Alldrin Ct., Ripon, Ca. 95320
<br />209.495.0713(c)209.918.7528
<br />date of issue/ revisions:
<br />no. date description
<br />]PA40VVIEIRW
<br />109 Spreading Oak Drive,
<br />colts Valley Ca.95066
<br />(209) 485-8620
<br />Q(l6FESSlp,�
<br />o. 5 36
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<br />sheet contents
<br />Reflected Ceiling
<br />Plan
<br />project no
<br />21.125
<br />drawn by
<br />jmw
<br />decked by
<br />JW/WL
<br />project amhitect
<br />date 12012021
<br />sheet number
<br />A291
<br />of -
<br />
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