HomeMy WebLinkAbout288 N Santa Anita Ave 2 & 3 - 2022 - TI Golf Simulator and BarTELE/DATA CEILING MOUNTED OUTLET
TELE/DATA WALL MOUNTED FURNITURE FEED
TELE/DATA FLOOR CORE FURNITURE FEED
T
T
POWER WALL MOUNTED FURNITURE FEEDP
POWER FLOOR CORE FURNITURE FEEDP
JUNCTION BOX WALL MOUNTEDJ
JUNCTION BOX CEILING MOUNTEDJ
A/V OUTLETAV
T THERMOSTAT
POWER / DATA SYMBOL LEGEND
DUPLEX WALL MOUNTED OUTLET
D DEDICATED DUPLEX WALL MTD. OUTLET
GFI GROUND FAULT INTERRUPT DUPLEX WALL MTD. OUTLET
QUADRAPLEX WALL MOUNTED OUTLET
DUPLEX CEILING MOUNTED OUTLET
QUADRAPLEX CEILING / FLOOR MOUNTED OUTLET
PHONE WALL MOUNTED OUTLET
DATA WALL MOUNTED OUTLET
TELE/DATA WALL MOUNTED OUTLET
SECURITY CARD READER
DOOR BELL BUTTON
CR
DOOR RELEASE BUTTONR
B
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
12" = 1'-0"
G0.000
SHEET INDEX
-
GENG TENANT
IMPROVEMENTS
Sheet Number Sheet Name 10/01/2022 ISSUE FOR 100% SD
11/07/2022 ISSUE FOR HEALTH PERMIT
11/14/2022 ISSUE FOR BUILDING PERMIT
01/27/2023 ISSUE FOR HEALTH PERMIT REVISION
03/06/2023 PLAN CHECK REVISION 1
00 GENERAL
G0.000 SHEET INDEX ● ● ● ● ●
G1.000 ABBREVIATIONS & GENERAL NOTES ● ● ● ●
G1.200 ACCESSIBILITY REQUIREMENTS AND DETAIL ● ●
G1.201 ACCESSIBILITY REQUIREMENTS AND DETAIL ● ●
G1.202 ACCESSIBILITY REQUIREMENTS AND DETAIL ● ●
G1.203 ACCESSIBILITY NOTES ● ●
G1.300 EXITSING BUIILDING PERMIT SET ● ●
G1.300B EXITSING BUIILDING PERMIT SET ● ●
G1.301 CONDITIONAL USE PERMIT ● ●
G1.302 HEALTH PERMIT & CAL GREEN CHECKLIST ● ●
G1.303 TITLE 24 ● ●
G1.304 TITLE 24 ● ●
G1.305 TITLE 24 ● ●
G1.306 TITLE 24 - MECHANICAL ● ●
G1.307 TITLE 24 - MECHANICAL ● ●
G1.308 TITLE 24 - MECHANICAL ● ●
G2.100 LIFE SAFETY PLAN & OCCUPANCY DIAGRAM ● ●
G5.100 PARTITION SCHEDULE AND DETAIL ● ● ●
G6.100 DOOR SCHEDULE, ELEVATIONS & HARDWARE ● ● ●
G7.100 FINISH, ACCESSORY, EQUIPMENT & PLUMBING FIXTURE SCHEDULE ● ● ● ●
G8.100 EXISTING CONIDTIONS ● ● ●
G9.100 BUILDING INTERIOR RENDERINGS ● ● ●
01 DEMO
DM1.000 DEMOLITION PLANS ● ● ● ●
02 AS SITE
AS1.000 SITE PLAN - FOR REFERENCE ● ● ● ● ●
05 A2 PLANS
A2.000 CONSTRUCTION PLAN & REFLECTED CEILING PLAN ● ● ● ● ●
A2.100 FLOOR FINISH & FURNITURE PLAN ● ● ● ●
A2.101 EQUIPMENT PLAN ● ●
A2.200 POWER AND DATA PLAN ● ● ●
05 A3 ENLARGED PLANS
A3.100 ENLARGED PLANS & ELEVATIONS - RESTROOM ● ● ● ● ●
A3.101 ENLARGED PLANS & ELEVATIONS - BAR ● ● ● ●
A3.102 ENLARGED ELEVATIONS - BAR ● ● ● ● ●
05 A4 ELEVATIONS
A4.100 INTERIOR ELEVATIONS ● ● ● ●
A4.101 INTERIOR ELEVATIONS ● ● ● ●
05 A5 DETAILS
A5.100 TYPICAL FXITURE HEIGHT & PARTITION DETAILS ● ●
A5.101 FLOOR & WALL DETAILS ● ● ●
A5.102 CEILING DETAILS ● ● ●
A5.103 ACT CEILING DETAILS ● ● ●
A5.104 ACT CEILING DETAILS ● ● ●
05 A7 MILLWORK DETAIL
A7.100 MILLWORK-BAR & STORAGE ● ● ● ●
A7.101 MILLWORK-GOLF COUNTER ● ●
A7.102 MILLWORK-RESTROOM ● ● ●
06 MECHANICAL
M-1 MECHNICAL GENERAL NOTES AND LEGEND ● ● ●
M-2 MECHNICAL GENERAL NOTES AND SITE PLAN ● ● ●
M-3 CONSTRUCTION MECHNICAL PLAN ● ● ●
M-4 CONSTRUCTION MECHNICAL ROOF PLAN ● ● ●
07 ELECTRICAL
E-1 ELECTRICAL GENERAL NOTES AND LEGEND ● ● ●
E-2 ELECTRICAL SITE PLAN ● ● ●
E-3 CONSTRUCTION ELECTRICAL PLAN ● ● ●
E-4 ELECTRICAL LIGHTING SCHEDULE ● ● ●
E-5 ELECTRICAL ENERGY REPORT ● ● ●
07 PLUMBING
P-1 PLUMBING GENERAL NOTES AND LEGEND ● ● ●
P-2 CONSTRUCTION PLUMBING SITE PLAN ● ● ● ●
P-3 CONSTRUCTION PLUMBING PLAN ● ● ● ●
P-4 HOT & COLD WATER RISER DIAGRAM ● ● ●
P-5 WASTE & VENT RISER DIAGRAM ● ● ●
08 STRUCTURAL
SD-1 GENERAL NOTES & TYPICAL DETAILS ● ●
SD-2 FOUNDATION PLAN ● ●
Designer
A2.102 Unnamed ●
A2.103 Unnamed ●
A2.104 Unnamed ●
SHEET INDEX
288 SANTA ANITA AVE, ARCADIA, CALIFORNIA
PROJECT DATAPROJECT SCOPE
JURISDICTION / PERMITS
RENOVATION OF ~2500 SF FROM A VACANT RETAIL SPACE INTO A RECREATIONAL GOLF SPACE. THE SPACE WILL INCLUDE 4 GOLF SIMULATION MACHINES SPACE, A BAR FOR SERVING DRINKS ONLY IN THE CENTER.
TENANT IMPROVEMENT SCOPE OF WORK
PERMIT # - NOT YET SUBMITTED
BUILDING ADDRESS:GENG -INDOOR GOLF & BAR288 SANTA ANITA AVE CITY: ARCADIA, CA 91006
LEGAL DESCRIPTION:POR OF LOTS 23 THRU 28 BLK 78
JURISDICTION: ARCADIA
ZONING DISTRICT:DMU
OCCUPANCY TYPE:ASSEMBLY-A3
TYPE OF CONSTRUCTION:TYPE IB*NO CHANGE TO BUILDING TYPE ASSPECIFIED IN
RETAIL+MEDICAL OFFICE PERMIT SET
BY SCALE(S) LAB ARCHITECTS, 2019
FIRE PROTECTION:FULLY SPRINKLERED
SCOPE OF WORK AREA:2,650 SF
VICINITY MAP
BUILDING & SAFTY DEPARTMENT CITY OF ARCADIA 240 WEST HUNTINTON DR. ARCADIA, CA 91007
APPLICABLE BUILDING CODES:
BUILDING CODE:2019 CALIFORNIA BUILDING CODE MECHANICAL CODE: 2019 CALIFORNIA MECHANICAL CODE PLUMBING CODE 2019 CALIFORNIA PLUMBING CODE ELECTRICAL CODE:2019 CALIFORNIA ELECTRICAL CODE FIRE CODE:2019 CALIFORNIA FIRE CODE SUSTAINABILITY CODE:2019 CALIFORNIA ENERGY STANDARDS2019 CGBCTITLE 24 (ADA) CALIFORNIA ADMINISTRATION CODE LOCAL JURISDICTION CODE: 2022 ARCADIA MUNICIPAL CODE
DEFERED SUBMITTAL
SUBMITTAL DOCUMENTS FOR DEFERED ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED DOCUMENTS HAVEBEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED ITEMS SHALL NOT BE INSTALLED UNTILTHEIR DESIGN & SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
ITEMS TO HAVE DEFERRED SUMBITTAL INCLUDE:A, SIGNAGEB, FIRE SPRLINKER
LOCATION MAP
GENG - TENANT IMPROVEMENT
INDOOR GOLF & BAR
PROJECTLOCATION PROJECTLOCATION
PROJECT DIRECTORY
OWNER:GENG399 N PALM DR APT 104BEVERLY HILLS, CA 90210TEL: 626-676-2814EMAIL: KEN@GENGGOLF.COM CONTACT: KEN HU
ARCHITECT: STUDIO ASSEMBLY 2202 S FIGUEROA ST. #135LOS ANGELES, CA 90007TEL: 626-786-5977EMAIL: INFO@STUDIOASSEMBLY.COM CONTACT: JEFF CHEUNG
MEP ENGINEERING: PERFECT DESIGN & ENGINEERING.2416 W VALLEY BLVDALHAMBRA, CA 91803TEL: 626-289-8808
STRUCTURAL ENGINEERING:BLEUPRINTZ 138 SOARING ENGLEIRVINE, CA 92618TEL: 949-546-9499
V
P
J
J
AVT
AV
CTV
T
FW
FA
ST
EQUIP TAG (REFER TO EQUIP SCHEDULE)WALL MTD FIRE ALARM STROBE
FIRE ALARM PULL
FIRE WARDEN STATION
THERMOSTAT
CABLE TV RECPT
AV RECPT
AV TROUGH
ELECTRICAL JUNCTION BOX
VOICE/DATA JUNCTION BOX
SYS WORKSTATION PANEL POWER INFEEDSYS WORKSTATION PANEL VOICE/DATA INFEEDCONDUIT STUB-OUT POWER
CONDUIT STUB-OUT VOICE AND DATACONDUIT STUB-OUT A/V
PLUG MOLD
XX
WALL MTD DEVICES
LIGHT FIXTURE
FLOURESCENT LT FXTR
FLOURESCENT LT FXTR / EMERGENCY CIRCUIT
EXIST LT FXTR TO BE REMOVED
UNDER CAB FLOURESCENT FXTR
FLOURESCENT STRIP FXTR
FLOURESCENT PENDANT FXTR
RECES DOWNLT
RECES ADJUSTABLE DN LT
RECES WALL WASHER
TRACK LTING
SURFACE MTD LT FXTR
WALL SCONCE
LT SWITCH
D DIMMER SWITCH
PENDANT LT FXTR
MECHANICAL FXTRS
RETURN AIR
SUPPLY AIR
CIRCULAR DIFFUSER
LINEAR DIFFUSER
EXHAUST FAN
MS
S
FIN CLG HEIGHT SYMBOL
GRID STARTPOINT SYMBOL
MOTION SENSOR
CLG MTD SPEAKER
CLG MTD CAMERA
CLG MTD SPRINKLER HEAD
CLG MTD SMOKE DETECTOR
E DENOTES EXISTING TO REMAIN
R DENOTES EXIST TO BE RELOCATED
ACCESS DOOR
REFLECTED CLG
xx
xx xx
xx
xx
CLG MTD STROBE LT
CLG HEIGHT CHANGE
xx'-xx"
xx'-xx"
X'-X"
XXXX CLG FINISH TAG
CLG MTD EXIT SIGNS
WALL MTD EXIT SIGNS - PARALLEL
WALL MTD EXIT SIGNS -PERPENDICULAR
LIGHTING GRID
SECTION INDICATIONS
ACOUSTICAL CEILING TILE
ALUMINUM
BRICK
CARPET
CONCRETE
CONCRETE MASONRY UNIT
CUT STONE
EARTH
FABRIC WRAPPED PANEL
GLASS
GRAVEL
GYPSUM PLASTER
INSULTATION (LOOSE OR BATT)
INSULATION (RIGID)
METAL
PLYWOOD
PRE-CAST PANELS
SAND OR GROUT
STONE
WOOD (FINISHED )
WOOD (CONTINUOUS MEMBER)
WOOD (INTERRUPTED MEMBER
PLASTIC
FEC
WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES
FIRE WARDEN STATION SYMBOL
WALL MOUNTED FIRE ALARM STROBE SYMBOL
FIRE ALARM PULL SYMBOL
WALL MOUNTED, FIRE EXTINGUISHER CABINET
WALL MOUNTED FIRE EXTINGUISHER
WALL MOUNTED FIRE HOSE CABINET
WALL MOUNTED FIRE VALVE
WALL MOUNTED FIRE
VALVE CABINET
FINISH
XXXX
XXXX WALL FINISH TAGBASE FINISH TAG
XXXX WALL FINISH TAG
EXTENT OF FINISH TYP.
XXXX SPECIAL FINISH TAG
XXXX FLOOR FINISH TAG
CHANGE IN FLOOR FINISH
XXXX CEILING FINISH TAG
GRAPHIC SYMBOLS
POWER & COMM.
XX
XX.XXX
SIM
A11.XX
1
1
1
NEW PARTITION
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
1 HR. RATED PARTITION
MILLWORK ABOVEMILLWORK
COLUMN GRID LINES AND REFERENCE NUMBER
COLUMN GRID REFERENCE NUMBER
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
AREA TO BE DETAILED
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
DIRECTION OF ELEVATION
INTERIOR AND EXTERIOR ELEVATION MARKER
ROOM NAMEROOM NUMBER
SHEETNOTE REFERENCE
WALL TYPE REFERENCE
DOOR REFERENCE NUMBER (REFER TO DOOR SCHEDULE)
DOOR NUMBER
DOOR TYPE | HARDWARE TYPE
XX WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE)
MW01 MILLWORK REFERENCE NUMBER (REFER TO MILLWORK SCHEDULE)
ELEVATION DATUM REFERENCE
MATCH LINE SYMBOL
ALIGN WITH ESTABLISHED / ADJACENT SURFACES
REVISION REFERENCE NUMBER
REVISION CLOUD DEPICTING AREA REVISED
CONSTRUCTION
+6"
0"
XXX
X X
XXX
XXXX
NAME
1234
01
A3A1
DOOR NUMBERDOOR TYPE
ALIGN
MATCH LINE SEE XX/XX
2 SHEET NUMBER WHERE ELEVATION IS SHOWN
FIRE RATING
FLOOR ELEVATION TRANSITION
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.000
ABBREVIATIONS & GENERAL NOTES
-
GENG TENANT
IMPROVEMENTS
ABBREVIATIONSGENERAL NOTE
1. CONTRACTOR TO COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK.2. CONTRACTOR TO OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 3. CONTRACTOR TO REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. 4. FOR SUBSTITUTIONS REFER TO SPECIFICATIONS.5. CONTRACTOR TO COORDINATE WORK WITH THE LANDLORD, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. COORDINATE WORK WITH OTHER CONTRACTS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS, INCLUDING TRASH REMOVAL ACCESS.6. WORK NOTED "BY OTHERS" OR "NIC" IS UNDER SEPARATE CONTRACT. 7. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. 8. CONTRACTOR TO MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES. 9. CONTRACTOR TO PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. G.C. TO COORDINATE TRASH ACCESS.10. CONTRACTOR TO MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH COUNTY TO PROVIDE SECURITY.11. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES AND CONDITIONS AT SITE PRIOR TO COMMENCING THE WORK, AND REPORT ANY DISCREPANCIES TO THE CONSTRUCTION MANAGER IN WRITING. 12. DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES.13. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION. CONTRACTOR TO RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. 14. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR TO FINISHED SURFACES.15. CONTRACTOR TO COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.16. FIRE PROTECTION EQUIPMENT AND SERVICE ACCESS MUST BE PROVIDED DURING THE CONSTRUCTION PERIOD AS REQUIRED BY THE COUNTY.17. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE A MEANS OF EGRESS DURING CONSTRUCTION.18. WHERE A TYPICAL CONDITION IS DETAILED, IT SHALL BE UNDERSTOOD THAT ALL LIKE OR SIMILAR CONDITIONS ARE THE SAME UNLESS SPECIFICALLY NOTED OR DETAILED OTHERWISE. 19. GENERAL CONTRACTOR SHALL COORDINATE SITE PLUMBING,DRAINAGE, ELECTRICAL, TELEPHONE WORK AND EXISTING UTILITIES TO PROVIDE A COMPLETE OPERATING SYSTEM. 20. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF PLUMBING, MECHANICAL EQUIPMENT, DUCTS, PIPING, AND FITTING ARE ONLY APPROXIMATE. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR, SUBJECT TO APPROVAL BY THE ARCHITECT. 21. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL BE MADE AT NO ADDITIONAL COST.22. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BLOCKING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET ROOM ACCESSORIES, FIXTURES AND PARTITIONS AND ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT AND FURNISHINGS.23. EGRESS STAIR SHAFTS SHALL BE AIRTIGHT AND SEALED. 24. MECHANICAL SUPPLY AND RETURN AIR SHAFTS SHALL BE AIRTIGHT AND SEALED. 25. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS, INCLUDING THESE GENERAL NOTES. THE CONTRACTOR SHALL COORDINATE THE INTENT OF THE GENERAL NOTES WITH ALL TRADES 26. THE ORGANIZATION OF THE DRAWINGS AND SPECIFICATIONS SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. 27. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS. IF CONFLICT IS FOUND BETWEEN DRAWINGS, GENERAL NOTES AND SPECIFICATIONS, CONSULT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 28. NO DEVIATION FROM CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER.29. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST. 30. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. COMPLY WITH BUILDING CODES.31. PROVIDE EMERGENCY LIGHTING OF MIN. ONE FOOT-CANDLE AT ALL FLOOR LEVELS TO COMPLY WITH BUILDING CODES. 32. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING AND SHALL BE SELF-CLOSING. 33. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT CONTROLLED. 34. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA.35. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. 36. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS.37. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. 38. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS. 39. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 40. IF THE SPACE ABOVE THE SUSPENDED CEILING IS USED AS A RETURN AIR PLENUM, THEN ALL EQUIPMENT AND WIRING(COMMUNICATION, POWER ETC) SHALL BE LISTED FOR INSTALLATION IN A PLENUM.41. ALL FLEXIBLE AIRDUCTS, IF USED, SHALL MEET THE REQUIREMENTS OF NFPA 90A, 2-3-2 IN CONSTRUCTION AND INSTALLATION.42. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER.43. GC TO PROVIDE MOCK-UPS ON SITE OF THE FOLLOWING FOR CLIENT/ARCHITECT APPROVAL PRIOR TO INSTALLATION/BUILD: AIRPLANT FEATURE WALL WITH AIRPLANT, HARDWARE AND WALL COVERING; WOOD SLAT WALL; TILE; MILLWORK BANQUETTE SEATING.44. GC TO PROVIDE THE FOLLOWING "ATTIC STOCK" TO CLIENT FOR CLIENT STORAGE OF EACH TYPE OF THE FOLLOWING: CEILING TILE, WALL/FLOOR TILE, PAINT, ACOUSTIC FELT CEILING SLATS. THE QUANTITIES TO BE A SINGLE BOX OR CAN OF EACH TYPE.45. TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
1. ADDRESS NOTES: APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET, ROAD, ALLEY AND WALKWAYS GIVING ACCESS TO AND WITHIN THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (12.7 MM) AND SHALL BE ILLUMINATED IN AN APPROVED MANNER (IF NUMBERS ARE ON THE EXTERIOR). NUMBER HEIGHT AND STROKE WIDTH SHALL BE INCREASED AS NEEDED FOR LEGIBILITY BASED ON VISIBILITY DISTANCE.2. KNOX BOX: MOUNTING HEIGHT FOR THE KNOX BOX AND/OR KEY SWITCH SHALL NOT EXCEED 6' ABOVE THE GROUND LEVEL/FINISHED FLOOR. PROVIDE (3) SETS OF KEYS (WITH PERMANENT ENGRAVED IDENTIFICATION) FOR ALL EXTERIOR DOORS, GATES, FIRE ALARM PANEL, AND OTHERS AS DIRECTED BY THE FIRE INSPECTOR.3. FIRE EXTINGUISHERS: PROVIDE A FIRE EXTINGUISHER (MIN. 2A-10BC) WITHIN A RECESSED OR SEMI-RECESSED CABINET WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL POINTS IN THE OCCUPANCY; THE EXTINGUISHER SHALL BE MOUNTED ON A HOOK WITHIN THE CABINET (ELEVATED OFF THE CABINET FLOOR); THE TOP OF THE EXTINGUISHER SHALL BE NO HIGHER THAN 48 INCHES ABOVE THE FLOOR; EXTINGUISHER SHALL BE PLACED IN EASILY ACCESSIBLE LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR.4. FIRE SPRINKLERS: i.EXISTING SYSTEM: FOR TENANT IMPROVEMENT PROJECTS, EXTEND/MODIFY THE EXISTING BUILDING'S AUTOMATIC FIRE SPRINKLER SYSTEM TO PROVIDE COMPLETE SPRINKLER PROTECTION THROUGHOUT THE ADDITION OR REMODELED AREA OF WORK. ALTERATIONS TO THE FIRE SPRINKLER SYSTEM SHALL BE APPROVED UNDER A SEPARATE PERMIT. PLANS AND PERMIT APPLICATION SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT.ii NEW SYSTEM:A COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED THROUGHOUT THE STRUCTURE IN ACCORDANCE WITH THE RECOMMENDATIONS OF NFPA 13 AND THE REQUIREMENTS OF THE LOCAL FIRE DEPARTMENT. PLANS AND PERMIT APPLICATION SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT.RISER AND ALL SPRINKLER PIPING SHALL BE CONCEALED; NO EXPOSED PIPING ON EXTERIOR PERMITTED. QUICK RESPONSE SPRINKLER HEADS ARE REQUIRED THROUGHOUT THE STRUCTURE UNLESS CONTRA-INDICATED. FLAT CONCEALED SPRINKLER HEADS ARE REQUIRED IN ALL HABITABLE AREAS.5. FIRE ALARM: i.EXISTING SYSTEMS:EXTEND/MODIFY THE EXISTING BUILDING'S FIRE ALARM SYSTEM TO PROVIDE COMPLETE PROTECTION THROUGHOUT THE ADDITION OR REMODELED AREA OF WORK. ALTERATIONS TO THE FIRE ALARM SYSTEM SHALL BE APPROVED UNDER A SEPARATE PERMIT. FIRE ALARM PLANS SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE IN THE BUILDING PERMIT BY THE CONTRACTOR IN POSSESSION OF THE U.L. CERTIFICATE FOR THE BUILDING.ii. NEW SYSTEMS:PROVIDE A FIRE ALARM SYSTEM CAPABLE OF NOTIFYING THE OCCUPANTS, AUDIBLY AND VISUALLY, UPON ACTIVATION OF THE AUTOMATIC FIRE SPRINKLER SYSTEM . THE FIRE ALARM SYSTEM SHALL BE INSTALLED BY A U.L. LISTED FIRE ALARM INSTALLATION COMPANY. UPON COMPLETION OF THE INSTALLATION A SERIALIZED CERTIFICATE SHALL BE ISSUED IN ACCORDANCE WITH THE LISTING AGREEMENT BETWEEN THE INSTALLER AND UNDERWRITER LABORATORIES. PLANS AND PERMIT APPLICATION SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT.WORK ON THE FIRE ALARM SYSTEM SHALL BE DONE ONLY BY A QUALIFIED U.L. LISTED FIRE ALARM CONTRACTOR WHO WILL PROVIDE THE FIRE DEPARTMENT WITH A COPY OF A U.L. CERTIFICATE CERTIFYING PROPER INSTALLATION OF THE SYSTEM AND MINIMUM ONE (1) YEAR TESTING AND MAINTENANCE AGREEMENT PRIOR TO FINAL INSPECTION. SUCH SYSTEM SHALL BE MONITORED BY A U.L. LISTED CENTRAL STATION IF THE FIRE SPRINKLER SYSTEM HAS GREATER THAN 100 SPRINKLER HEADS.6. EMERGENCY LIGHTING: EMERGENCY LIGHTING SHALL COMPLY WITH THE PROVISIONS OF CBC 1006. THE MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN (1) FOOTCANDLE AT THE WALKING SURFACE LEVEL. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL AREAS PER CODE.7. EXIT SIGNS: EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL COMPLY WITH PROVISIONS OF THE CBC 1011 AND BE ILLUMINATED AT ALL TIMES.8. DOOR OPERATIONS: ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE, OR EFFORT. THE UNLATCHING OF ANY EXIT DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION.9. LOCKS AND LATCHES: THE LOCKING DEVICE FOR THE MAIN EXTERIOR EXIT DOOR(S) SHALL BE READILY DISTINGUISHABLE AS LOCKED. DOOR SHALL ALSO HAVE A VISIBLE DURABLE SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS ONE INCH HIGH ON CONTRASTING BACKGROUND (ABOVE THE DOOR); POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR.10. PRIOR TO FINAL INSPECTION, THE FOLLOWING ANNUAL PERMITS MAY BE REQUIRED FROM THE FIRE DEPARTMENT: i. INDUSTRIAL WASTE ii. ASSEMBLY iii. HAZARDOUS MATERIALS iv. OTHER_______________11. REQUIRED FIRE DEPARTMENT INSPECTIONS: OVERHEAD SPRINKLER ROUGH INSPECTION (PRIOR TO COVERING ANY PIPING)FIRE ALARM ROUGH INSPECTION (PRIOR TO COVERING ANY WIRING/CONDUIT)SPRINKLER FINALFIRE ALARM FINALASSEMBLYINDUSTRIAL WASTE FINALHAZARDOUS MATERIALS FINALOTHER__________________
FIRE PREVENTION FINAL; CONTRACTOR MUST REQUEST A SEPARATE INSPECTION.INSPECTION INCLUDES, BUT IS NOT LIMITED TO: FIRE EXTINGUISHERS; SIGNAGE; DOOR HARDWARE AND MEANS OF EGRESS; EMERGENCY/EXIT LIGHTING, ETC.
FIRE NOTE
1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.2. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES.
FINISH NOTE
1. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20 % OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT TO DETERMINE THE LATERAL FORCE.2. WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING METHODS MAY BE EMPLOYED: 2.1.PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 12 FEET ON CENTER IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. 2.2.ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS. 2.3.PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8" OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL.
2.4.SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. 3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED. 4. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. 5. CEILING BRACING SHALL BE PROVIDED BY 4 #12 GAUGE WIRES, SECURED TO THE MAIN RUNNER WITHIN 2”OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12’O.C. IN BOTH DIRECTIONS WITH THE FIRST JOINT WITHIN 4’FROM EACH WALL. PROVIDE COMPRESSION STRUT. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL NOT BE LESS THAN 2”. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE; THE OTHER END SHALL HAVE A ¾”CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE, ASCE 7-05, 13.5.6. SPECIFY T-BAR CEILING ICC NUMBER.
REFLECTED CEILING NOTE
1. PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITH OWNER. 2. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS. 3. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. 4. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT. 5. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. 6. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR CLUSTER OF OUTLETS OR SWITCHES, UNLESS OTHERWISE NOTED. 7. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK-TO-BACK. 8. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS. PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED. COLOR TO BE WHITE, UNLESS OTHERWISE NOTED.9. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT.
1. CONSTRUCTION WASTE DIVERSION SHALL COMPLY WITH CALIFORNIA GREEN BUILDING CODE
5.408.1.ESTABLISH A CONSTRUCTION WASTE MANAGEMENT PLAN FOR THE DIVERTED MATERIALS, OR MEET LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT.2. CONSTRUCTION WASTE REDUCTION OF AT LEAST 50 PERCENT PER CALIFORNIA GREEN
BUILDING CODE 5.408.3.RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS, OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. CALCULATE THE AMOUNT OF MATERIALS DIVERTED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 3. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS. (5.504.4.15.504.4.3,10.504.4.1-10.504.4.3)4. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2 ,SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APROVAL.THE MANUFACTURERS SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION 5. ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: A. CARPET AND RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM; B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOCS (SPECIFICATION 01350); C. NSF/ANSI 140 AT THE GOLD LEVEL; OR D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE™ GOLD (5.504.4.4, 10.504.4.4)6. ALL NEW CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM.(5.504.4.4.1, 10.504.4.4.1)7. NEW HARDWOOD, PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS. (5.504.4.5, 10.504.4.5)8. 50% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC LIMITS OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. (5.504.4.6, 10.504.4.6)9. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST,FORM GRN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURERS SPECIFICATIONS SHOWING FORMALDEHYDE CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION 10. 50% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC LIMITS OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAMME(5.504.4.6, 10.504.7)11. DESIGNATED OUTDOOR SMOKING AREA SHALL BE AT LEAST 25 FEET FROM AN OUTDOOR AIR INTAKE OR OPERABLE WINDOWS. (5.504.7, 10.504.7)12. ALL ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES BY CALIFORNIA ENERGY COMMISSION13. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENING SHALL BE COVERED WITH TAPE, PLASTIC OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT14. AN AIR FILTER WITH A MIN. EFFICIENCY REPORTING VALUE(MERV) OF 8 OR HIGHER SHALL BE INSTALLED IN NEW MECHANICAL SYSTEM FOR OUTSIDE AND RETURN AND PRIOR TO OCCUPANCY15. THE HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CFC OR HALONS.
POWER & COMMUNICATIONS NOTES
CAL GREEN NOTES
A
&AND
ACCESS ACCESSORY
ACOUS ACOUSTIC(AL)
AFF ABOVE FINISHED FLOOR
AL ALUMINUM
ALT ALTERNATE
ANNUNC ANNUNCIATOR
ANOD ANODIZED
APPL APPLIANCE
ARCH ARCHITECT(URAL)
AUTO AUTOMATIC
AVG AVERAGE
B
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BOLLD BOLLARD
BRDLM BROADLOOM
BU BUILT UP
C
CAB CABINET
CEM CEMENT(ITIOUS)
CER CERAMIC
CIP CAST-IN-PLACE
CLG CEILING
CLO CLOSET
CMU CONCRETE MASONRY UNIT
COATG COATING
COILG COILING
CONC CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS(ATION)
CONTR CONTRACT(OR)
COV COVER
CPT CARPET
D
$ DOLLAR (US CURRENCY)
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DES DESIGN(ED)
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIFF DIFFUSER
DIM DIMENSION
DISP DISPENSER
DIV DIVISION
DN DOWN
DR DOOR
DSCON DISCONNECT
DWG DRAWING
DWGS DRAWINGS
E
EGD ENVIRONMENTAL GRAPHIC DESIGN
ELAST ELASTOMERIC
ELEC ELECTRICAL
EMBED EMBEDD(ED)(ING)
ENGR ENGINEER(ED)
ENTR ENTRANCE
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EXP JT EXPANSION JOINT
EXPS EXPOSED(D)
EXT EXTERIOR
F
FAB FABRICATION
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FE&C FIRE EXTINGUISHER AND CABINET
FHC FIRE HOSE AND CABINET
FIN FINISH
FLDG FOLDING
FLR FLOOR(ING)
FPLC FIREPLACE
FR FIRE RAT(ING)(ED)
FRMG FRAMING
FURN FURNITURE
FWC FABRIC WALL COVERING
FXD FIXED
FXTR FIXTURE
G
GA GAUGE
GFRC GLASS FIBER REINFORCED CONCRETE
GFRG GLASS FIBER REINFORCED GYPSUM
GFRP GLASS FIBER REINFORCED PLASTER
GL GLASS
GR GRAD(E)(ING)
GYP GYPSUM
H
HD HEAD
HDWD HARDWOOD
HDWE HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HP HIGH POINT
HVAC HEATING, VENTILATIING, AND AIRCONDITIONING
I
INFILTR INFILTRATION
INFO INFORMATION
INSTRUM INSTRUMENT(ATION)
INSUL INSULATION
INT INTERIOR
INTLK INTERLOCK(ING)
i
IGU INSULATED GLASS UNIT
J
JAN JANITOR
K
KIT KITCHEN
L
LAV LAVATORY
LB POUND
LP LOW POINT
LT LIGHT
LVLG LEVELING
LVT LOUVER
£ BRITISH POUND (CURRENCY)
M
MAX MAXIMUM
MECH MECHANICAL
MEMB MEMBRANE
MET METAL
MEZZ MEZZANINE
MFD MANUFACTURED
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MLWK MILLWORK
MOIST MOISTURE
MOT MOTOR(IZED)
MTD MOUNTED
N
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
O
OH OPPOSITE HAND
OPNG OPENING(S)
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORNA ORNAMENTAL
OVFL OVERFLOW
OVHD OVERHEAD
P
PBD PARTICLE BOARD
PEDR PEDESTRIAN
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLSTC PLASTIC
PLYWD PLYWOOD
PNL PANEL
POLYST POLYSTYRENE
PORT PORTABLE
PREFAB PREFABRICATED
PREFIN PREFINISHED
PRTECN PROTECTION
PTD PAINTED
PTN PARTITION
R
R RISER(S)
RD ROOF DRAIN
RDL ROOF DRAIN LEADER
RDR READER
RECES RECESSED
RECPT RECEPTACLE
REF REFER(ENCE)
REFL REFLECTED
REFR REFRIGERATOR
REINF REINFORCED(D)(ING)(MENT)
REQD REQUIRED
RESIL RESILIENT
RESIS RESIST(ANT)(IVE)
RFG ROOFING
RM ROOM
RO ROUGH OPENING
S
SCR SCRIBE
SECUR SECURITY
SF SQUARE FEET
SG SINGLE
SHORG SHORING
SIM SIMILAR
SST STAINLESS STEEL
STD STANDARD
STL STEEL
STRFR STOREFRONT
STRUCT STRUCTURAL
SURF SURFACE
SUSP SUSPENDED
SYS SYSTEM(S)
T
T TEMPERED
T&G TOUNGUE AND GROOVE
TBD TO BE DETERMINED
THK THICK
TLT TOILET
TRAF TRAFFIC
TRANS TRANSPARENT
TRTD TREATED
TYP TYPICAL
U
UNDRLAY UNDERLAYMENT
UNO UNLESS NOTED OTHERWISE
UTIL UTILITY
V
VEH VEHICLE
VERT VERTICAL
VIF VERIFY IN FIELD
W
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WDW WINDOW
WP WATERPROOFING
WT WEIGHT
TESTING AND ADJUSTING
TESTING AND ADJUSTING
REQUIRED FOR ALL NEW INSTALLATION OF ANY OF THE FOLLOWING SYSTEMS:1. HEATING VENTILATING AND AIR CONDITIONING SYSTEM-DESCRIBE THE HVAC SYSTEMS AND CONTROLS:HVAC1. HVAC SYSTEM ARE UTILIZING EXISTING BUILDING CORE AIR HANDLERS WHICH SERVE MULTIPLE FLOORS.2. THE SYSTEM CONSIST OF VAV TERMINAL UNIT FOR INTERIOR ZONE AND EXISTING PERIMETER FLOORMOUNT INDUCTION UNIT SERVING EXTERIOR ZONE WITH HEATING AND COOLING.3. THE BUILDING HVAC CONTROL ARE DDC CONTROL BY EMCOR4. THERE ARE CHILLED WATER SYSTEM UTILIZE FOR 24/7 HVAC.5. MECHANICAL DRAWINGS UNDER SEPARATE PERMIT.-PLANS SHALL INDICATE THAT THE HVAC SYSTEM AND COMPONENTS WILL BE TESTED, ADJUSTED ANDBALANCED IN ACCORDANCE WITH ONE OF THE FOLLOWING STANDARDS:-TABB'S CONSTRUCTION SPECIFICATION INSTITUTE MASTERFORMAT (23 05 93 AND 15990)-NEBB'S STANDARDS FOR TESTING, ADJUSTMENT, AND BALANCING OF ENVIRONMENTAL SYSTEMS(7TH EDITION)-ABC'S NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE (6TH EDITION)-ASHRAE'S STANDARD 111-2008
2. INDOOR AND OUTDOOR LIGHTING AND CONTROLS-DESCRIBE THE TYPES OF LIGHTING FIXTURES AND THEIR CORRESPONDING CONTROLS ATVARIOUS SPACES/ROOMS WITHIN THE BUILDING (E.G. DIMMING SYSTEMS, OCCUPANCY SENSORS,PROGRAMMABLE TIME SWITCHES, PHOTOCONTROLS, MOTION SENSORS, ETC...):
ELECTRICAL
1. THE LIGHTING FIXTURE CONSISTS OF LED TYPE FIXTURES.2. THE SPACE ARE ALL CONTROL VIA OCCUPANCY SENSOR.3. IN DAYLIT ZONE AREAS, THERE ARE DAYLIGHT SENSOR FOR AUTOMATIC DAYLIGHT DIMMING REQUIRED FOR 124 COMPLIANCE.4. ALL SYSTEM ARE LOCALIZED AND CONTROL/PROGRAM LOCALLY.5, ELECTRICAL DRAWINGS UNDER SEPARATE PERMIT.
-PROVIDE A NARRATIVE OF THE TESTING AND ADJUSTMENT PROCEDURE FOR THE LIGHTINGCONTROLS. ADJUSTMENTS AND TESTS PER ELECTRICAL SPECIFICATIONS:
• THE ENTIRE ELECTRICAL INSTALLATION SHALL BE TESTED BY A QUALIFIED TESTING LABORATORY, ADJUSTMENTS MADE, AND DEFECTS CORRECTED.• CONTRACTOR SHALL SUBMIT PROOF OF THE QUALIFICATION OF TESTING AGENCY.• WIRING SHALL BE TESTED FOR CONTINUITY, SHORT CIRCUITS AND IMPROPER GROUNDS.• INSULATION RESISTANCE SHALL COMPLY WITH VALUES STATED IN THE APPLICABLE ELECTRICAL CODE.• DEVICES AND EQUIPMENT SHALL BE CHECKED FOR CORRECT FUNCTIONAL PERFORMANCE IN• ACCORDANCE WITH APPARATUS RATINGS, OPERATING SEQUENCE AND CODE REQUIREMENTS.• ALL MOTORS SHALL BE CHECKED AND ADJUSTED FOR CORRECT DIRECTION AND ROTATION• LOADING OF CIRCUITS AND FEEDERS IN PANELBOARDS SHALL BE CHECKED AND BALANCED. REPAIR OR REPLACE DEFECTIVE WORK OR EQUIPMENT AT NO COST TO OWNER.• SIMULATE AN OCCUPIED CONDITION. ENSURE THE SPACE BEING TESTED REMAINS UNOCCUPIED DURING THE TEST AND WAIT FOR LIGHT TO TURN OFF. VERIFY AND DOCUMENT LIGHTS CONTROLLED BY THE OCCUPANCY SENSOR TURN OFF WHEN THE TIME DELAY IS MET. IF THE TIME DELAY WAS NOT ADJUSTED. PRIOR TO THE TEST, ENSURE THE MAXIMUM DELAY WAS NOT GREATER THAN 10 MINUTES. IF THE TIME DELAY WAS ADJUSTED TO MINIMIZE TEST TIME, ENSURE THE SENSOR TIME DELAY SETTING DOES NOT EXCEED 10 MINUTES. VERIFY AND DOCUMENT OCCUPANCY SENSOR DOES NOT TRIGGER A FALSE ON. ENSURE THAT ANY MOVEMENT OUTSIDE THE DESIRED CONTROL ZONE DOES NOT ACTIVE THE LIGHTS.
3. WATER HEATING SYSTEMS
-DESCRIBE THE TYPE OF WATER HEATING SYSTEMS:PLUMBING1. INALL PANTRIES, WE ARE UTILIZING ELECTRICAL INSTANTANEOUS HOT WATER LOCATED UNDERSINK.2. PLUMBING DRAWINGS UNDER SEPARATE PERMIT.-PROVIDE A NARRATIVE OF THE PROCEDURE FOR THE TESTING AND ADJUSTMENT OF THE SYSTEM (E.G.TEMPERATURE READINGS, FLOW RATE, ETC...):• DOMESTIC WATER HEATERS SHALL BE CERTIFIED AND LISTED BY THE CALIFORNIA ENERGY COMMISSION.• ALL HOT WATER SUPPLY PIPING SHALL BE INSULATED PER ENERGY CODE. INSULATE ALL FITTINGS, VALVES, STRAINERS, ETC., BY EITHER PREFABRICATION OR BY FABRICATING FITTINGS FROM METERED• SEGMENTS OF PIPE INSULATION TO AN EQUAL THICKNESS OF ADJOINING PIPE INSULATION.• SERVICE WATER HEATING SYSTEM SHALL BE EQUIPPED WITH AUTOMATIC TEMPERATURE CONTROLS CAPABLE OF ADJUSTMENT FROM THE LOWEST TO THE HIGHEST ACCEPTABLE TEMPERATURE SETTING.• LAVATORY FAUCETS AND SINKS (NOT INCLUDING SERVICE SINK FAUCETS) SHALL MEET THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCE EFFICIENCY STANDARD.
• ALL PLUMBING FIXTURES SHALL BE LOW FLOW TYPE AND APPROVED BY THE ENERGY CONSERVATION STANDARDS.• MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT, TEST, AND ADJUST AND TO ASSIST IN FIELD TESTING OF WATER HEATERS. REPORT RESULTS IN WRITING. PERFORM THE FOLLOWING FIELD TESTS AND INSPECTIONS AND PREPARE TEST REPORTS: 1.LEAK TEST: AFTER INSTALLATION, TEST FOR LEAKS. REPAIR LEAKS AND RETEST UNTIL NO LEAKS EXIST. 2. OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, CONFIRM PROPER OPERATION. 3.TEST AND ADJUST CONTROL AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT.• ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONAL TO ADJUST, OPERATE, AND MAINTAIN INSTANTANEOUS ELECTRIC WATER HEATERS.• WATER TEMPERATURE SHOULD BE TESTED TO ENSURE PROPER SETTINGS. OPTIMAL RANGE IS BETWEEN 98-110 DEGREES. AT NO TIME SHOULD THE WATER TEMP EXCEED 120 DEGREES TO PREVENT SCALDING.
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
T-SHAPE 180° TURNS
CLEAR WIDTH FOR TWO WHEEL
CHAIRS TO PASS PARALLEL THROUGH
CORRIDOR
180° TURNS AROUND AN OBSTRUCTION
WHEELCHAIR TURNING SPACE
NOTE:* CORRIDORS WITH OCCUPANCY OF 9 OR LESS ** CORRIDORS WITH OCCUPANCY OF 10 OR MOREALSO REFER TO OCCUPANT LOAD FOR REQUIRED EGRESS WIDTH.
44" MIN**44" MIN**44" MIN**44" MIN**
44
"
M
I
N
*
*
60
"
D
I
A
.
42" *MIN.42" *MIN.
48
"
M
I
N
.
36" MIN.*48" MIN 36" MIN.*
36
"
M
I
N
.
*
36
"
M
I
N
.
*
36" MIN.*60" MIN.
36" MIN. *36" MIN. *
60
"
M
I
N
.
44
"
M
I
N
*
*
44" MIN**CLR.12" MIN.CLR.12" MIN.
60
"
M
I
N
.
C
L
R
.
CL
R
.
24
"
M
I
N
.
60" MIN. CLR.
'X' < 48"
60
"
M
I
N
.
36" MIN.*
MA
X
.
24
"
48
"
M
I
N
.
MA
X
.
24
"
MIN.
32"
MINIMUM CLEAR WIDTH FOR
SINGLE WHEELCHAIR
MIN.
32"
60
"
M
I
N
.
(b) PULL SIDE (INTERIOR DOOR)
32" MIN.
NOTE: PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING
(c) SLIDING DOOR
(d) FOLDING DOOR
32" MIN.
PULL SIDE CLEAR LEVEL LANDING
PUSH SIDE
CLEAR LEVEL LANDING
PROVIDE 12" MIN. IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER
NOTE: 2% MAX SLOPE AT EXTERIOR LANDINGS ONLY
48
"
M
I
N
.
60
"
M
I
N
.
12"
32" MIN. CLR.@INT.DOORS18" MIN. CLEAR
@ EXT. DOOR24" MIN. CLEAR
10" MINBOTTOM RAIL
LEVER ORU-SHAPEDHANDLE 30"TO 44" A.F.F
FROM DOOR TO STOP90°
MIN.
18"
X
>
8
"
PULL SIDE
*
*
*
CLEAR LEVEL LANDING *
(a) PUSH SIDE (INTERIOR DOOR)
48
"
M
I
N
.
MIN.
12"
X
>
8
"
PUSH SIDE
48
"
M
I
N
.
X
>
8
"
PUSH SIDE
48
"
M
I
N
.
(A) FRONT APPROACH SLIDING &
FOLDING DOORS
42
"
M
I
N
.
54" MIN.
(B) SLIDE SIDE APPROACH
SLIDING/FOLDING DOORS
(C) LATCH SIDE APPROACH
SLIDING/FOLDING DOORS
42
"
M
I
N
.
24" MIN.
NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES
MIN.
24".
54" MIN.
PUSH SIDE 44
"
M
I
N
.
36" MIN.60
"
M
I
N
.
PULL SIDE
48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER
HINGE APPROACH
PUSH SIDE44
"
M
I
N
.
48
"
M
I
N
.
PULL SIDE
LATCH APPROACH
24" MIN.
*
*
*
24" MIN.
22" MIN.
54" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER**
**
34
"
-
3
8
"
34
"
-
3
8
"
34
"
-
3
8
"
(a) Stairs (b) Ramps (c) Walking Surfaces
HANDRAIL HEIGHT
12" MIN
TOP HANDRAIL
EXTENSION AT STAIRS
1 1/2 " MIN
HANDRAIL CLEARANCE
2 1/4" M AX 2 1/4" MAX
4'-6 1/4" perimeter
HANDRAIL NON-CIRCULAR CROSS CSECTION
radius 1/2"max 30° max
(a) Radius of Tread Edge (typical for all profiles)(b) Angles Riser
1 1/2" max
(c) Curved Nosing
1 1/2" max
(d) Beveled Nosing
STAIR NOSINGS
30
"
M
I
N
.
48" MIN.19" MIN.
30" MIN.19
"
M
I
N
.
30
"
M
I
N
.
48
"
M
I
N
.
30" MIN.42" MIN.
ACCESSIBLE PATH OF TRAVEL
MINIMUM CLEARANCES FOR SEATING AND TABLES MINIMUM MANEUVERING CLEARANCES IN ALCOVES
X>
2
4
"
36" MIN
60" MIN
X>
1
5
"
NOTE: X SHALL BE LESS THAN OR EQUAL TO 25 INCHES. Z SHALL BE GREATER THAN OR EQUAL TO X. WHEN X IS LESS THAN 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM.
UNOBSTRUCTED FORWARD REACH
MAX. SIDE REACH OVER
AN OBSTRUCTION
HIGH AND LOW
SIDE REACH LIMITS
CLEAR FLOOR SPACE
PARALLEL APPROACH
CLOSETS SHELVES
NOTE: AT PASS THROUGHKITCHENS, A MIN. 40 INCH CLEARPATH. AT 'U' SHAPED OR DEAD-END KITCHENS, 60 INCH MINCLEAR. REACH DIAGRAMS APPLYTO EQUIPMENT AND REF/FREEZER
24" MAX
34
"
M
A
X
.
46
"
M
A
X
.
30"
10" MAX
9"
M
I
N
54
"
M
A
X
.
30"
15
"
M
I
N
.
48
"
M
A
X
.
48" MIN.48"
MI
N
.
30
"
48
"
M
A
X
.
MAX.21".
MI
N
.
30
"
Y
X
Z
48" MIN.
X
Z
48" MIN.48
"
MAX.
10"
MIN.
30"40
"
M
I
N
.
48
"
M
A
X
.
MAX.21".
CL
R
.
27
"
M
I
N
.
34
"
M
A
X
.
28
"
M
I
N
.
48
"
M
A
X
.
20" MAX.
48" MIN.
CL
R
.
27
"
M
I
N
.
34
"
M
A
X
.
44
"
M
A
X
.
>20"-25" MAX.
48" MIN.
CL
R
.
27
"
M
I
N
.
34
"
M
A
X
.
MAXIMUM FORWARD REACH OVER AN OBSTRUCTION
18
"
M
I
N
.
18
"
M
I
N
.
48" MIN.
48" MIN.
DOORS AT ADJACENT WALLS
DOORS AT OPPOSITE WALLS
48" MIN.
18
"
M
I
N
.
12
"
M
I
N
.
48" MIN.
12
"
M
I
N
.
12
"
M
I
N
.
PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER
BOTH DOORS OPEN OUT
NOTES: FOR DOORS SERVING OTHER THAN A REQUIRED EXIT STAIRWAY
DOOR IN SERIES
C L E A R60"
C L E A R60"
C L E A R60"
CLEAR FLOOR OR GROUND SPACE
60 INCHES DIAMETER TURNING SPACE
48" MIN
30
"
M
I
N
5' - 0"
5'
-
0
"
60" MIN
36
"
M
I
N
60
"
M
I
N
36" MIN
12" MIN12' MIN
24
"
M
I
N
ar
m
ar
m
base
WHEELCHAIR TURNING SPACE
1/4" MAX.
1/2" MAX
1/4" MAX.
1/2" MAX.AT 1:2 SLOPE
NOTE: CARPET SHALL BE SECURELY
ATTACHED; HAVE A FIRM CUSHION, PAD
OR BACKING OR NO CUSHION OR PAD;
AND HAVE A LEVEL LOOP, TEXTURED
LOOP, LEVEL-CUT PILE OR LEVEL-
CUT/UNCUT PILE TEXTURE. THE MAXIMUM
PILE HEIGHT SHALL BE 1/2 INCH
A. THRESHOLD
B. TRANSITION TYPE 1
C. TRANSITION TYPE 2
D. CARPET TRANSITION TYPE 1
E. CARPET TRANSITION TYPE 2
F. OPENINGS IN THE FLOOR
DOMINANTDIRECTION OFTRAVEL
LO
N
G
D
I
M
E
N
S
I
O
N
PE
R
P
E
N
D
I
C
U
L
A
R
T
O
DO
M
I
N
A
N
T
D
I
R
E
C
T
I
O
N
OF
T
R
A
V
E
L
NOTE: OPENINGS SHALL NOTALLOW PASSAGE OF ASPHERE MORE THAN 1/2"DIAMETER, EXCEPT AT ANELEVATOR DOOR THRESHOLD.
FINISH FLOOR
FINISH FLOOR
CARPET
21
1/2" AT 1:2 SLOPE MAX
2 1
FINISH FLOOREVEN
THRESHOLD
COMPRESSEDCARPET 1/4"MAX. BELOWTHRESHOLD
.
..
.
.
1/2MAX.
1/4" MAX.
1/2" MAX
PROTECT SHADED AREAFROM CROSS-TRAFFIC
CANE DETECTIONAREA
OVERHEAD HAZARDS
GUARDRAIL OROTHER BARRIER
27
"
MA
X
80
"
C
L
E
A
R
OBSTRUCTION
WALKING PARALLEL TO WALL
>2
7
"
MI
N
80
"
M
I
N
BE
L
O
W
27
"
O
R
ANY AMOUNT
4" MAX
CANE RANGE
WALKING PERPENDICULAR
TO WALL
MA
X
27
"
CANE RANGE
OBJECTS MOUNTED
ON POSTS OR PYLONS
POST
WH
E
N
X
>
2
7
"
12" MAX.
POST-MOUNTED
PROTRUDING OBJECTS
12" MAX27
"
-
80
"
POSTS
27
"
M
A
X
OR
80
"
M
I
N
X > 12"MIN
POST
8'
-
0
"
M
A
X
6'
-
8
"
M
I
N
1'
-
6
"
3'
-
2
"
SWITCH(ES) OR DIMMER(S), GANG UNDER ONE PLATE
T-STAT, WALL HUNG PHONE, CARD READER, EGRESS BUTTON, FEC, HOSE CABINET, ROOM SCHEDULER, AND/OR FIRE ALARM PULL, WHERE OCCURS
9"
8'
-
0
"
M
A
X
6'
-
8
"
M
I
N
1'
-
6
"
3'
-
2
"
8'
-
0
"
M
A
X
6'
-
8
"
M
I
N
1'
-
6
"
SWITCH(ES) OR DIMMER(S), T-STAT(S), CARD READER(S), FEC, HOSE CABINET, ROOM SCHEDULER, AND/OR FIRE ALARM PULL, WHERE OCCURS, GANG UNDER ONE PLATE WHERE POSSIBLE
EVEN NUMBER OF
DEVICES, TYP. & SIM.
ODD NUMBER OF
DEVICES, TYP. & SIM.
EQ EQ
6"8'
-
0
"
M
A
X
6'
-
8
"
M
I
N
1'
-
6
"
3'
-
2
"
SWITCH(ES) OR DIMMER(S), GANG UNDER ONE PLATE
T-STAT, WALL HUNG PHONE, CARD READER, EGRESS BUTTON, FEC, HOSE CABINET, ROOM SCHEDULER, AND/OR FIRE ALARM PULL, WHERE OCCURS
9"
5'
-
0
"
SCHEDULED SIGN, WHERE OCCURS
FIRE / LIFE SAFTEY DEVICE, WHERE OCCURS
5'
-
0
"
FIRE / LIFE SAFTEY DEVICE, WHERE OCCURS
SCHEDULED SIGN, WHERE OCCURS
FIRE / LIFE SAFTEY DEVICE, WHERE OCCURS
SCHEDULED SIGN, WHERE OCCURS
TYP.3" CLR.
5'
-
0
"
OUTLET(S), DATA(S) OR AV CLUSTER, WHERE OCCURS OUTLET(S), DATA(S) OR AV CLUSTER, WHERE OCCURS
OUTLET(S), DATA(S) OR AV CLUSTER, WHERE OCCURS
OUTLET(S), DATA(S) OR AV CLUSTER, WHERE OCCURS
9"
EQ EQ
3'
-
2
"
8"6"
SINGLE DEVICE
TWO POWER / DATA OUTLETS
T-STAT(S), AV CLUSTER, SWITCH(ES) OR DIMMER(S), GANG SWITCH(ES) AND/OR DIMMER(S) UNDER ONE
PLATE. MOUNT VERTICALLY, SEE DIAGRAMS A & B
IF POWER OR DATA OUTLET(S), MOUNT HORIZONTALLY, SEE DIAGRAMS C & D
TWO DEVICES
SINGLE POWER / DATA OUTLET
3'
-
6
"
8"8"
TYPICAL DISTANCE
FROM WALLS
TYPICAL DISTANCE
BETWEEN NEARBY
DEVICES
NOTE:SEE ELEVATIONS FOR NUMBER / SPACING OF DEVICES.DEVICES CENTERED IN BACKSPLASH, WHERE OCCURS.
MOUNT POWER AND / OR DATA OUTLET(S), HORIZONTALLY
8"
8"8"
NOTE:SEE ELEVATIONS FOR NUMBER / SPACING OF DEVICES
MOUNT POWER AND / OR DATA OUTLET(S), HORIZONTALLY
T-STAT, WALL HUNG PHONE, CARD READER, EGRESS BUTTON, FEC, HOSE CABINET, ROOM SCHEDULER, AND/OR FIRE ALARM PULL, WHERE OCCURS
TYP.3" CLR.TYP.3" CLR.
3'
-
2
"
TO
B
O
T
T
O
M
O
F
HI
G
H
E
S
T
L
I
N
E
O
F
TE
X
T
1. HANDLE AT FEC TO BE 48" MAX. A.F.F.2. ALL DIMENSIONS NOT MARKED "CLR." ARE TO CENTER LINE OF DEVICES, HOWEVER, THE 9" NOTED BELOW IN REGARDS TO SIGNAGE IS MEASUERED TO CENTER OF TACTILE LETTERS3. SEE PLANS / ELEVATIONS FOR SPECIFIC LOCATIONS.4. DEVICES TO BE ALIGNED IN BOTH DIRECTIONS WHEN POSSIBLE.5. DEVICES TO BE CENTERED OR EVEN SPACES ON WALL SURFACES.6. WHERE RECEPTACLES, STROBE LIGHTS AND OTHER DEVICES FALL IN PROXIMITY OF EACH OTHER OR FEC'S, THEY ARE TO BE VERTICALLY ALIGNED.7. THE TOP-MOST OPERABLE PORTION OF ANY DEVICE SHALL NOT EXCEED 40" A.F.F., U.O.N.
SCHEDULED DOOR HARDWARE
FIRE / LIFE SAFTEY DEVICE, WHERE OCCURS
SWITCH(ES) OR DIMMER(S), GANG UNDER ONE PLATE
TYPICAL NOTES A TYPICAL @ DOORS B TYPICAL @ OPEN DOORS
C @ COLUMNS OR BETWEEN DOORS D LOCATIONS @ CORNERS E LOCATIONS @ COUNTERS
(SIDE)
F LOCATIONS @ COUNTERS
(FRONT)
G LOCATIONS @ COUNTERS
(BELOW)
TO
B
O
T
T
O
M
O
F
HI
G
H
E
S
T
L
I
N
E
O
F
TE
X
T
TO
B
O
T
T
O
M
O
F
HI
G
H
E
S
T
L
I
N
E
O
F
TE
X
T
TYPICAL DISTANCE
FROM WALLS
TYPICAL DISTANCE
BETWEEN NEARBY
DEVICES
BACKSPLASH, WHERE OCCURS
A B C D
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
G1.200
ACCESSIBILITY REQUIREMENTS ANDDETAIL
-
GENG TENANT
IMPROVEMENTS
SCALE:3/16" = 1'-0"
ACCESSIBLE CORRIDORS AND TURNING03
SCALE:3/8" = 1'-0"
ACCESSIBLE DOOR CLEARANCES - FRONT05
SCALE:1/4" = 1'-0"
ACCESSIBLE DOOR CLEARANCES - SIDE01
SCALE:1/4" = 1'-0"
ACCESSIBLE HANDRAIL DIAGRAM08 SCALE:3/16" = 1'-0"
ACCESSIBLE MIN. MANEUVERING & CLEARANCES02
SCALE:3/16" = 1'-0"
ACCESSIBLE MINIMUM REACH06
SCALE:1/4" = 1'-0"
ACCESSIBLE VESTIBULES09
SCALE:1/4" = 1'-0"
ACCESSIBLE WHEELCHAIR CLEAR SPACE04
SCALE:3" = 1'-0"
FLOOR TRANSITIONS07
SCALE:3/16" = 1'-0"
PATH OF TRAVEL HAZARDS10
SCALE:1/4" = 1'-0"
MOUNTING LOCATIONS - GENERAL11
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
OF
FI
X
T
U
R
E
FLUSHACTIVATORWIDE SIDE
PLAN DIAGRAM
SECTION AT PARTITION
PARTITION
NOTE:
WHERE SIX OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE-ACCOMODATION TOILET ROOM,
AT LEAST ONE SHALL BE A STANDARD SIDE-TRANSFER TOILET STALL (WHEELCHAIR
ACCESSIBLE), AND AT LEAST ONE ADDITIONAL STALL SHALL BE 36" WIDE WITH AN OUTWARD
SWINGING SELF CLOSING DOOR PARALLEL GRAB-BARS (FOR SEMI-AMBULATORY USE).
12" MAX.
42" MIN. GRAB BAR
36
"
A
B
S
O
L
U
T
E
54" MIN.
24" MIN.
3"
M
A
X
.
1
1
/
2
"
C
L
R
.
T
Y
P
I
C
A
L
17
"
-19
"
60" MIN. CLR
42" MIN. CLR.
MI
N
.
C
L
R
.
9"
6" MIN.
30
"
x
4
8
"
CL
E
A
R
SP
A
C
E
42" MIN.GRAB BAR
FL
O
O
R
-MO
U
N
T
E
D
W
.
C
.
WH
E
N
D
O
O
R
S
W
I
N
G
S
I
N
WA
L
L
-MO
U
N
T
E
D
W
.
C
.
WH
E
N
D
O
O
R
S
W
I
N
G
S
I
N
PLAN DIAGRAMNOTE: TOILET ROOM FLOORSSHALL HAVE A STABLE, FIRM, SLIPRESISTANT SURFACE. PROVIDE APRIVACY LATCH TO ENTRY DOOR.
60" MIN.
DIA. CLEAR
17"-18"
24
"
M
I
N
.
54
"
M
I
N
.
60" MIN. CLEAR
44
"
M
I
N
.
C
L
E
A
R
CLEAR
32" MIN.
MI
N
.
C
L
E
A
R
34
"
.
18
"
M
I
N
.
56
"
M
I
N
.
A
T
60
"
M
I
N
.
59
"
M
I
N
.
A
T
.
60
"
M
A
X
.
A
.
F
.
F
.
T
O
B
A
S
E
L
I
N
E
OF
H
I
G
H
E
S
T
T
A
C
T
I
L
E
C
H
A
R
A
C
T
E
R
48
"
M
I
N
.
A
.
F
.
F
.
T
O
B
A
S
E
L
I
N
E
OF
L
O
W
E
S
T
T
A
C
T
I
L
E
C
H
A
R
A
C
T
E
R
1/8" RADIUSCORNER
WALL MOUNTED SIGNAGETO BE LOCATED ON LATCHSIDE OF DOOR. (AT DOUBLEDOOR SHALL BE ON IN-ACTIVE LEAF OR RIGHTSIDE OF DOUBLE DOOR)CENTER SIGN ON 18"WIDE x18" DEEP CLEAR SPACE
60
"
A
.
F
.
F
.
NOTE:1. SIGNS SHALL HAVE NO SHARP EDGES, CORNERS WITH 1/8" MIN. RADIUS.1/4" MIN. HIGH2. RAISED LETTERING 1/32" RAISED FROM SURFACE, UPPERCASE SANS-SERIF TYPE, NOT ITALIC,OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR OTHER UNUSUAL FORMS. CHARACTERS SHALL BE OFFONTS WHERE THE WIDTH OF THE UPPERCASE LETTER 'O' IS 60% MIN. AND 110% MAX. HEIGHT OFTHE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINESHALL BE 5/8" MIN. AND 2" MAX. BASED ON LETTER "I". LETTER "I" STROKE THICKNESS SHALL BE10% MIN-15% MAX. HEIGHT OF THE CHARACTER. CHARACTER SPACING, RECTANGULAR, SHALL BE1/8" MIN. AND 4 TIMES CHARACTER STROKE WIDTH MAX. CHARACTER SPACING FOR OTHER THANSQUARE, 1/16" MIN. AND 4 TIMES CHARACTER STROKE WIDTH, BUT SHALL MEET RECTANGULARSPACING. CHARACTERS SHALL BE SPACED FROM RAISED BORDERS 3/8" MIN.3. RAISED BRAILLE, GRADE 2, MARKING PER 2018 ILLINOIS ACCESSIBILITY CODE, 3/8" BELOW THE WORD OR ENTIRE PHRASE
UNISEX RESTROOM
WOMENS RESTROOM
MENS RESTROOM
60
"
A
.
F
.
F
.
60
"
A
.
F
.
F
.
60
"
A
.
F
.
F
.
DOOR MOUNTED SIGNAGE WALL MOUNTED SIGNAGE
12
"
12
"
12"
1
2"
NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE
MEN
MEN CORRESPONDING GRADE II BRAILLE
LETTERING RAISED 1/32"UPPERCASE CHARACTERS
HEIGHT OF LETTERING 5/8" MIN. TO 2" MAX
WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR-SWING MOUNTED AT 60" TO CENTERLINE OF SIGN FROM FLOOR
DOOR-MOUNTED SIGNAGE
DI
S
P
E
N
S
E
R
S
T
O
HI
G
H
E
S
T
OP
E
R
A
B
L
E
P
A
R
T
*
*REAR GRAB BAR ALLOWED AT36" AFF AT TANK TYPE TOILET,ALLOW A MIN OF 1 1/2" CLEAR
TOILET SIDE ELEVATIONTOILET FRONT ELEVATION
FLUSHACTIVATORWIDE SIDE
54"
12" MAX.42" MIN. GRAB BAR
36" MIN. GRAB BAR
MIN.
12"
17
"
-19
"
17"-18"
40
"
M
A
X
A
L
L
33
"
-
36
"
7"-9"
MIN.
24"
TO
P
O
F
G
R
I
P
P
I
N
G
SU
R
F
A
C
E
,
T
Y
P
.
33
"
-
36
"
TO
P
O
F
G
R
I
P
P
I
N
G
SU
R
F
A
C
E
,
T
Y
P
.
33
"
-
3
6
"
TO
P
O
F
G
R
I
P
P
I
N
G
SU
R
F
A
C
E
,
T
Y
P
.
19" MIN TO OPERABLE PART
3' - 3"
BO
T
T
O
M
O
F
B
A
R
39
"
~
4
1
"
RIM
URINAL
PLAN VIEW
URINAL SIDE
ELEVATION
CLEAR FLOORSPACE
17" MAX.
14" MIN.
17
"
M
A
X
48
"
M
I
N
.
30" MIN.
6' MAX.
FL
U
S
H
C
O
N
T
R
O
L
44
'
M
A
X
.
T
O
EQ EQ
COMBINATION
WASTE/TOWEL UNITS
SANITARY NAPKIN
VENDOR
OUTLETS MIRROR
NOTE:MOUNTING HEIGHT FROM FINISHED FLOOR, TYPICAL A117.1. PROVIDE CLEAR SPACE FOR FORWARD APPROACH 30" x 48"
.
CO
U
N
T
E
R
T
O
P
S
3'
-
6
"
(
H
O
R
I
Z
.
)
A
T
TO
T
O
P
O
F
B
O
X
48
"
M
A
X
.
OP
E
R
A
B
L
E
P
A
R
T
S
3'
-
4
"
M
A
X
.
T
O
A
L
L
O
P
E
R
A
B
L
E
P
A
R
T
S
3'
-
4
"
M
A
X
.
T
O
A
L
L
TOWEL BAR
3'
-
4
"
M
A
X
.
CLOTHES HOOK
TO
P
O
F
H
O
O
K
48
"
M
A
X
.
T
O
SWITCHES/CONTROLS
OF
B
O
X
48
"
M
A
X
.
T
O
T
O
P
TO
B
O
T
T
O
M
O
F
B
O
X
15
"
M
I
N
BOTTOM EDGE OF REFLECTIVE SURFACE 40" MAX. ABOVE ACCESSIBLE LAVATORY/COUNTER TOP. 35" AT ALL OTHER LOCATIONS EXCEPT FITTING/DRESSING ROOMS WHERE 20" MAX AFF./18" MIN. WIDE/54" MIN. HEIGHT. FULL LENGTH TOP EDGE SHALL BE 78" AFF.
BO
T
T
O
M
O
F
B
O
X
15
"
M
I
N
T
O
OF
B
O
X
48
"
M
A
X
.
T
O
T
O
P
AN
D
C
O
I
N
S
L
O
T
S
MEDICINE CABINET
A
U
S
U
A
B
L
E
S
H
E
L
F
4
4
"
M
A
X
.
*
*
ALONG ACCESSIBLE ROUTE**
** ** **
SHELVES
48
"
M
A
X
.
40
"
M
I
N
.
30"x48" CLEAR FLOOR SPACE
60" MIN.
DIA. CLEAR
17"- 18"18" MIN.
24
"
M
I
N
.
48
"
M
I
N
.
C
L
E
A
R
17
"
M
I
N
.
CLR
32" MIN.
1 1/2".
MA
X
.
12
"
.
42
"
M
I
N
.
54
"
M
I
N
.
60" MIN.
OF FIXTURE
OF FIXTURE
NO DOOR SHALL ENCROACH INTO 60" MIN. DIA. CLEAR SPACE MORE THAN 12" BUT SHALL NOT ENCROACH INTO THE CLEAR FLOOR SPACE OF A FIXTURE
NOTE:TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE. PROVIDE A PRIVACY LATCH TO ENTRY DOOR.
59
"
M
I
N
.
D
E
E
P
F
O
R
F
L
O
O
R
M
O
U
N
T
E
D
T
O
I
L
E
T
S
56
"
M
I
N
.
D
E
E
P
F
O
R
W
A
L
L
H
U
N
G
T
O
I
L
E
T
S
FLUSH ACTIVATOR WIDE SIDE
PLAN DIAGRAM
12" MAX.
PLAN NOTE:X= 18" MIN. ALCOVE DEPTH THEN Y=32" MIN. CLR. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" CLEAR
16"
19" MAX
18" MIN.
36
"
M
A
X
@
S
P
O
U
T
O
U
T
L
E
T
27
"
M
I
N
.
C
L
R
.
9"
M
I
N
.
6" MAX.8" MIN KNEE CLR.11" MIN.
4" MAX.15" MIN.
48
"
M
I
N
.
X
Y
4"
M
A
X
.
19
"
M
A
X
.
18
"
M
I
N
.
PLAN OF "HIGH-LOW"
DRINKING FOUNTAIN
"HIGH" FOUNTAIN
"LOW" FOUNTAIN
NOTE: 1. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES OR COMPLETELY BETWEEN WING WALLS SO AS TO NOT ENCROACH INTO THE PEDESTRIAN WAYS. WING WALLS SHALL PROJECT FROM THE WALL AND REST ON THE FLOOR OR FLOAT NO MORE THAN 6" AFF.(ANSI A117.1)2. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 4" MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORZ. RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE POUTS ARE LOCATED 3"-5" MAX FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX.3. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38" MIN AND 43" MAX. ABOVE THE FINISH FLOOR.
17" MIN. CLR.
Y
X
48
"
M
I
N
.
EQ EQ
EQ EQ
PLAN OF "HIGH-LOW"
DRINKING FOUNTAIN
SECTION OF LOW DRINKING
FOUNTAIN
15
"
M
I
N
.
NOMINAL1 1/4" - 2"
1 1/2" CLR.
WALL
TYPICAL GRAB BAR
SECTION
CL
R
.
1
1
/
2
"
.
NOTE:GRAB BAR STRUCTURAL STRENGTH SHALL COMPLY W/ ANSI A117.1. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND SHALL HAVE ROUNDED EDGES.
12
"
M
I
N
.
C
L
R
.
CLEAR FLOOR SPACE
INSULATE HOT WATER PIPES AND DRAIN TO PROTECT AGAINST CONTACT.
LINE OF REQUIRED CLEARANCE
18" MIN.
17
"
M
I
N
.
DEPTH
17" MIN.
8" MIN. KNEE CLR.
6" MAX.
9"
M
I
N
.
27
"
M
I
N
.
29
"
M
I
N
.
34
"
M
A
X
.
TO CENTERLINE
MA
X
.
19
"
.
48
"
M
I
N
.
30" MIN.
PLAN VIEWSIDE ELEVATION
11" MIN
4' - 6"
1' - 0" MAX.3' - 6" MIN. GRAB BAR
TO
O
U
T
L
E
T
19
"
M
I
N
36" MIN. GRAB BAR
MIN.
12"
OF
G
R
I
P
P
I
N
G
S
U
R
F
A
C
E
33
"
-
3
6
"
T
O
T
O
P
1'
-
5
1
/
2
"
17"-18"
DI
S
P
E
N
S
E
R
S
T
O
HI
G
H
E
S
T
O
P
E
R
A
B
L
E
PA
R
T
OF
G
R
I
P
P
I
N
G
S
U
R
F
A
C
E
33
"
-
3
6
"
T
O
T
O
P
7"-9"
MIN.
24"
TOILET SIDE ELEVATIONTOILET FRONT ELEVATION
FLUSH ACTIVATOR WIDE SIDE 24" MIN.2'
-
6
"
3' - 3"
BO
T
T
O
M
O
F
B
A
R
39
"
~
4
1
"
PICTOGRAM FIELD:PICTOGRAMS SHALL HAV A FIELD HEIGHT OF 6 INCHES ( 152 MM ) MINIMUM. CHARACTORS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD.
FINISH AND CONTRAST:PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD.
TEXT DESCRIPTORS:
PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH SECTION 703.2, 703.3 AND 703.4.
(A) SYMBOL PROPORTION
(B) SYMBOL PROPORTION
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
G1.201
ACCESSIBILITY REQUIREMENTS ANDDETAIL
-
GENG TENANT
IMPROVEMENTS
SCALE:1/2" = 1'-0"
04. ACCESSIBLE AMBULATORY COMPARTMENT05 SCALE:1/4" = 1'-0"
04. ACCESSIBLE MULTI-ACCOMMODATION WATERCLOSET02
SCALE:1" = 1'-0"
04. ACCESSIBLE RESTROOM SIGNAGE09
SCALE:1/2" = 1'-0"
04. ACCESSIBLE TOILET, URINAL AND GRAB BAR12
SCALE:1/2" = 1'-0"
ACCESSIBLE ACCESSORIES01SCALE:1/2" = 1'-0"
ACCESSIBLE ALL-GENDER RESTROOM04
SCALE:1/2" = 1'-0"
ACCESSIBLE DRINKING FOUNTAIN06
SCALE:3" = 1'-0"
ACCESSIBLE GRAB BAR08
SCALE:1/2" = 1'-0"
ACCESSIBLE LAVATORY03
SCALE:1/2" = 1'-0"
ACCESSIBLE TOILET AND GRAB BAR11
SCALE:1/4" = 1'-0"
PICTOGRAM07SCALE:1/2" = 1'-0"
INTERNATIONAL SYMBOL10
SCALE:3/4" = 1'-0"
ACCESSIBLE ALL-GENDER RESTROOM WITHOUT SINK13
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
NOTE:
1. PICTOGRAMS SHALL COMPLY WITH ANSI SECTION 703.52. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD.3. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD.4. TEXT DESCRIPTORS SHALL COMPLY WITH SECTIONS 703.2
WALL MOUNTED SIGNAGE
.
60
"
M
A
X
.
A
.
F
.
F
.
T
O
B
A
S
E
L
I
N
E
OF
H
I
G
H
E
S
T
T
A
C
T
I
L
E
C
H
A
R
A
C
T
E
R
48
"
M
I
N
.
A
.
F
.
F
.
T
O
B
A
S
E
L
I
N
E
OF
L
O
W
E
S
T
T
A
C
T
I
L
E
C
H
A
R
A
C
T
E
R
ALL GENDERRESTROOM
7 1/2"
9"
CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 AND 1:10
CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MIN. AND SHALL BE A CUSTOMZAPF HUMANIST DEMI-BOLD UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2BRAILLE COMPLYING WITH 1117B.5.6. RAISED CHARACTERS AND BRAILLE SHALLBE A MIN. OF 5/8" AND A MAX OF 2" HIGH. ACRYLIC PHOTOPOLYMER PANELTO BE MOUNTED ON A 1/8" THK. ACRYLIC SPACER PANEL.
CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIREDIN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10" ON CENTERSIN CASE CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECONDCOLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THESECOND CELL. DOTS SHALL HAVE A MIN OF 1/40" ABOVE THE BACKGROUND.
WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNSSHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE THE DOOR.WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLELEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL,PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHFLOOR TO THE CENTER OF THE SIGN. MOUNTING LOCATION SHALL BEDETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUTENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF ADOOR. CENTER SIGN ON 18"WIDE x 18" DEEP CLEAR SPACE
3
4
5
8'
-
0
"
M
A
X
6'
-
8
"
M
I
N
1'
-
6
"
3'
-
2
"
SWITCH(ES) OR DIMMER(S), GANG UNDER ONE PLATE
T-STAT, WALL HUNG PHONE, CARD READER, EGRESS BUTTON, FEC, HOSE CABINET, ROOM SCHEDULER, AND/OR FIRE ALARM PULL, WHERE OCCURS
9"
8'
-
0
"
M
A
X
6'
-
8
"
M
I
N
1'
-
6
"
3'
-
2
"
8'
-
0
"
M
A
X
6'
-
8
"
M
I
N
1'
-
6
"
SWITCH(ES) OR DIMMER(S), T-STAT(S), CARD READER(S), FEC, HOSE CABINET, ROOM SCHEDULER, AND/OR FIRE ALARM PULL, WHERE OCCURS, GANG UNDER ONE PLATE WHERE POSSIBLE
EVEN NUMBER OF
DEVICES, TYP. & SIM.
ODD NUMBER OF
DEVICES, TYP. & SIM.
EQ EQ
6"8'
-
0
"
M
A
X
6'
-
8
"
M
I
N
1'
-
6
"
3'
-
2
"
SWITCH(ES) OR DIMMER(S), GANG UNDER ONE PLATE
T-STAT, WALL HUNG PHONE, CARD READER, EGRESS BUTTON, FEC, HOSE CABINET, ROOM SCHEDULER, AND/OR FIRE ALARM PULL, WHERE OCCURS
9"
5'
-
0
"
SCHEDULED SIGN, WHERE OCCURS
FIRE / LIFE SAFETY DEVICE, WHERE OCCURS
5'
-
0
"
FIRE / LIFE SAFETY DEVICE, WHERE OCCURS
SCHEDULED SIGN, WHERE OCCURS
FIRE / LIFE SAFETY DEVICE, WHERE OCCURS
SCHEDULED SIGN, WHERE OCCURS
TYP.3" CLR.
5'
-
0
"
OUTLET(S), DATA(S) OR AV CLUSTER, WHERE OCCURS OUTLET(S), DATA(S) OR AV CLUSTER, WHERE OCCURS
OUTLET(S), DATA(S) OR AV CLUSTER, WHERE OCCURS
OUTLET(S), DATA(S) OR AV CLUSTER, WHERE OCCURS
9"
EQ EQ
3'
-
2
"
8"6"
SINGLE DEVICE
TWO POWER / DATA OUTLETS
T-STAT(S), AV CLUSTER, SWITCH(ES) OR DIMMER(S), GANG SWITCH(ES) AND/OR DIMMER(S) UNDER ONE PLATE. MOUNT VERTICALLY, SEE DIAGRAMS A & B
IF POWER OR DATA OUTLET(S), MOUNT HORIZONTALLY, SEE DIAGRAMS C & D
TWO DEVICES
SINGLE POWER / DATA OUTLET
3'
-
6
"
8"8"
TYPICAL DISTANCE
FROM WALLS
TYPICAL DISTANCE
BETWEEN NEARBY
DEVICES
NOTE:SEE ELEVATIONS FOR NUMBER / SPACING OF DEVICES.DEVICES CENTERED IN BACKSPLASH, WHERE OCCURS.
MOUNT POWER AND / OR DATA OUTLET(S), HORIZONTALLY
8"
8"8"
NOTE:SEE ELEVATIONS FOR NUMBER / SPACING OF DEVICES
MOUNT POWER AND / OR DATA OUTLET(S), HORIZONTALLY
T-STAT, WALL HUNG PHONE, CARD READER, EGRESS BUTTON, FEC, HOSE CABINET, ROOM SCHEDULER, AND/OR FIRE ALARM PULL, WHERE OCCURS
TYP.3" CLR.TYP.3" CLR.
3'
-
2
"
TO
B
O
T
T
O
M
O
F
HI
G
H
E
S
T
L
I
N
E
O
F
TE
X
T
1. HANDLE AT FEC TO BE 48" MAX. A.F.F.2. ALL DIMENSIONS NOT MARKED "CLR." ARE TO CENTER LINE OF DEVICES, HOWEVER, THE 9" NOTED BELOW IN REGARDS TO SIGNAGE IS MEASURED TO CENTER OF TACTILE LETTERS3. SEE PLANS / ELEVATIONS FOR SPECIFIC LOCATIONS.4. DEVICES TO BE ALIGNED IN BOTH DIRECTIONS WHEN POSSIBLE.5. DEVICES TO BE CENTERED OR EVEN SPACES ON WALL SURFACES.6. WHERE RECEPTACLES, STROBE LIGHTS AND OTHER DEVICES FALL IN PROXIMITY OF EACH OTHER OR FEC'S, THEY ARE TO BE VERTICALLY ALIGNED.7. THE TOP-MOST OPERABLE PORTION OF ANY DEVICE SHALL NOT EXCEED 40" A.F.F., U.O.N.
SCHEDULED DOOR HARDWARE
FIRE / LIFE SAFETY DEVICE, WHERE OCCURS
SWITCH(ES) OR DIMMER(S), GANG UNDER ONE PLATE
TYPICAL NOTES A TYPICAL @ DOORS B TYPICAL @ OPEN DOORS
C @ COLUMNS OR BETWEEN DOORS D LOCATIONS @ CORNERS E LOCATIONS @ COUNTERS
(SIDE)
F LOCATIONS @ COUNTERS
(FRONT)
G LOCATIONS @ COUNTERS
(BELOW)
TO
B
O
T
T
O
M
O
F
HI
G
H
E
S
T
L
I
N
E
O
F
TE
X
T
TO
B
O
T
T
O
M
O
F
HI
G
H
E
S
T
L
I
N
E
O
F
TE
X
T
TYPICAL DISTANCE
FROM WALLS
TYPICAL DISTANCE
BETWEEN NEARBY
DEVICES
BACKSPLASH, WHERE OCCURS
A B C D
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
G1.202
ACCESSIBILITY REQUIREMENTS ANDDETAIL
-
GENG TENANT
IMPROVEMENTS
SCALE:1 1/2" = 1'-0"
ACCESSIBLE PICTOGRAM SIGN01SCALE:1/8" = 1'-0"
VISUAL CHARACTOR HEIGHT03
SCALE:12" = 1'-0"
04. TACTILE EXIT SIGNAGE02
SCALE:1/4" = 1'-0"
MOUNTING LOCATIONS - GENERAL105
SCALE:3/16" = 1'-0"
ACCESSIBILITY DETAILS FOR SIGNS04 1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.203
ACCESSIBILITY NOTES
-
GENG TENANT
IMPROVEMENTS
WALKING SURFACES
1. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS
SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. EXCEPTION:THE RUNNING SLOPE
OF SIDEWALKS SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET
OR HIGHWAY. (CBC -11B-403.3)
2. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. CHANGES IN LEVEL
SHALL COMPLY WITH CBC SECTION 11B-302.
3. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL AND
WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1/2 INCH HIGH MAX.
SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2
INCH HIGH SHALL BE RAMPED, AND SHALL COMPLY WITH CBC SECTION 11B-405 OR 11B-406. (11B-303.2,
11B-303.3, 11B-303.4)
4. ABRUPT CHANGES IN LEVEL EXCEEDING 4”IN A VERTICAL DIMENSION BETWEEN WALKS,
SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE
IDENTIFIED BY WARNING CURBS AT 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE.
(CBC -11B-303.5)
5. EXCEPT AS PROVIDED IN CBC SECTIONS 11B-403.5.2 AND 11B-403.5.3, THE CLEAR WIDTH OF WALKING
SURFACES SHALL BE 36 INCHES MIN. EXCEPTIONS:
A) THE CLEAR WIDTH SHALL BE REDUCED TO 32 INCHES MIN. FOR A LENGTH OF 24 INCHES MAX.
PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES
LONG MIN AND 36 INCHES WIDE MIN.
B) THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR
MORE SHALL BE 44 INCHES MIN.
C) THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES MIN.
D) THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES MIN IF SERVING ELEMENTS ON ONLY ONE SIDE
AND 44 INCHES MIN. IF SERVING ELEMENTS ON BOTH SIDES.
E) THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44
INCHES EXCEPT FRO DOOR-OPENING WIDTHS AND DOOR SWINGS.
6. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING
SPACES AT INTERVALS OF 200 FEET MAX. PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES
MIN. BY 60 INCHES MIN. OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED
SPACE WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES MIN. BEYOND THE
INTERSECTION. (CBC -11B-403.5.3)
7. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING AREAS 60 INCHES IN LENGTH, AT
INTERVALS OF 400 FEET MAX. THE REST SHALL BE AT LEAST AS WIDE AS THE WALK. THE SLOPE OF
THE RESTING AREA IN ALL DIRECTIONS SHALL BE 1:48 MAX. (CBC -11B-403.7)
8. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE
THAN 1/2 INCH DIAMETER. ELONGATED OPENING SHALL BE PLACED SO THAT THE LONG DIMENSION IS
PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. (CBC -11B-302.3)
9. 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 BE 1/2 INCH
MAX. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM
ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. (CBC -11B-302.2)
ENTRANCES & EXITS
EXIT AS DEFINED IS "THAT PORTION OF A MEANS OF EGRESS SYSTEM BETWEEN THE EXIT ACCESS
AND THE EXIT DISCHARGE OR PUBLIC WAY. EXIT COMPONENTS INCLUDE EXTERIOR EXIT DOORS AT
THE LEVEL OF EXIT DISCHARGE, INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS, EXIT
PASSAGEWAYS, EXTERIOR EXIT STAIRWAYS AND EXTERIOR EXIT RAMPS AND HORIZONTAL EXITS."
(CBC -202)
EXIT ACCESS AS DEFINED IS "THAT PORTION OF A MEANS OF EGRESS SYSTEM THAT LEADS FROM
ANY OCCUPIED PORTION OF A BUILDING OR STRUCTURE TO AN EXIT." (CBC -202)
EXIT DISCHARGE AS DEFINED IS "THAT PORTION OF A MEANS OF EGRESS SYSTEM BETWEEN THE
TERMINATION OF AN EXIT AND A PUBLIC WAY." (CBC -202)
PUBLIC WAY AS DEFINED IS "A STREET, ALLEY OR OTHER PARCEL OF LAND OPEN TO THE OUTSIDE
AIR LEADING TO A STREET, THAT HAS BEEN DEEDED, DEDICATED OR OTHERWISE PERMANENTLY
APPROPRIATED TO THE PUBLIC FOR PUBLIC USE AND WHICH HAS A CLEAR
WIDTH AND HEIGHT OF NOT LESS THAN 10 FEET.”(CBC -202)
1. ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS TO BUILDINGS AND FACILITIES SHALL
COMPLY WITH CBC SECTION 11B-404. (11B -206.4.1) EXCEPTIONS:
A) EXTERIOR GROUND FLOOR EXITS SERVING SMOKE-PROOF ENCLOSURES, STAIRWELLS, AND EXIT
DOORS SERVING STAIRS ONLY SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.
B) EXITS IN EXCESS OF THOSE REQUIRED BY CBC CHAPTER 10, AND WHICH ARE MORE THAN 24
INCHES ABOVE GRADE SHALL NOT BE REQUIRED TO COMPLY WITH CBC SECTION 11B-404.
DIRECTIONAL SIGNS SHALL COMPLY WITH CHAPTER 10, SECTION 1009.10.
2. AN ALTERATION THAT DECREASES OR HAS THE EFFECT OF DECREASING THE ACCESSIBILITY OF A
BUILDING OR FACILITIES BELOW THE REQUIREMENTS FOR NEW CONSTRUCTION AT THE TIME OF
ALTERATION IS PROHIBITED. (CBC -11B-202.3.1)
3. WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, AN
ACCESSIBLE PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION OR ADDITION SHALL BE
PROVIDED. (CBC -11B-202.4)
4. SIGNS REQUIRED BY CBC CHAPTER 10 SECTION 1013.4 AT DOORS TO EXIT PASSAGEWAYS, EXIT
DISCHARGE AND EXIT STAIRWAYS SHALL COMPLY WITH CBC SECTION 11B-703.1, 11B-703.2, 11B-703.3
AND 11B-703.5. (11B-216.4.1)
5. SIGNS REQUIRED BY CBC CHAPTER 10 SECTION 1009.10 TO PROVIDE DIRECTIONS TO ACCESSIBLE
MEANS OF EGRESS SHALL COMPLY WITH CBC SECTION 11B-703.5. (CBC -11B-216.4.3)
6. SIGNS REQUIRED BY CBC CHAPTER 10, SECTION 1010.1.9.7, ITEM 6.4 AT DOORS WITH DELAYED
EGRESS LOCKS SHALL COMPLY WITH CBC SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5.
(11B-216.4.4)
7. IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES COMPLY WITH CBC SECTION
11B-404, ENTRANCES COMPLYING WITH SECTION 11B-404 SHALL BE IDENTIFIED BY THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH CBC SECTION 11B-703.7.2.1.(CBC -
11B-216.6)
SIGNS & IDENTIFICATION
1. SIGNS SHALL COMPLY WITH CBC SECTION 11B-703. WHERE BOTH VISUAL AND TACTILE CHARACTERS
ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE
SIGNS, ONE WITH VISUAL AND ONE WITH TACTILE CHARACTERS SHALL BE PROVIDED. (CBC -11B-703.1)
2. RAISED CHARACTERS SHALL COMPLY WITH CBC SECTION 11B-703.2 AND SHALL BE DUPLICATED IN
BRAILLE COMPLYING WITH CBC SECTION 11B-703.3. RAISED CHARACTERS SHALL BE INSTALLED IN
ACCORDANCE WITH CBC SECTION 11B-703.4.
A) RAISED CHARACTERS SHALL BE 1/32 INCH MIN ABOVE THEIR BACKGROUND.(CBC -11B-703.2.1)
B) CHARACTERS SHALL BE UPPERCASE.(CBC -11B-703.2.2)
C) CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY
DECORATIVE OR OF OTHER UNUSUAL FORMS.(CBC -11B-703.2.3)
D) CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O"
IS 60 PERCENT MIN. AND 110 PERCENTS MAX. OF THE HEIGHT OF THE UPPERCASE
LETTER"I".(CBC -11B-703.2.4)
E) CHARACTERS HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8
INCHES MIN. AND 2 INCHES MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I".(CBC -
11B-703.2.5)
F) STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAX. OF THE HEIGHT OF
THE CHARACTER.(CBC -11B-703.2.6)
G) CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSETS POINTS OF ADJACENT
RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. CHARACTERS SHALL BE
SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH MIN. (CBC -11B-703.2.7)
SPACING BETWEEN THE BASE LINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE
SHALL BE 135 PERCENT MIN. AND 170 PERCENT MAX. OF THE RAISED CHARACTER HEIGHT. (CBC -
11B-703.2.8) TEXT SHALL BE IN A HORIZONTAL FORMAT. (CBC -11B-703.2.9)
3. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH CBC SECTIONS 11B-703.3 AND
11B-703.4.
4. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE
11B-703.3.1.
5. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH
LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT.
BRAILLE SHALL BE SEPARATED 3/8 INCH MIN. AND 1/2 INCH MAX. FORM ANY OTHER TACTILE
CHARACTERS AND 3/8 INCH MIN. FROM RAISED BORDERS OR DECORATIVE ELEMENTS. (CBC -11B-703.3.2)
6. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR
AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF,
THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE
DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND
DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE
OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING
TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MIN. BY 18
INCHES MIN., CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR
SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. (CBC -11B-703.4.2).
EXCEPTION:IN ALTERATIONS WHERE SIGN INSTALLATION LOCATIONS IDENTIFIED IN SECTION 11B-703.4.2
ARE OBSTRUCTED OR OTHERWISE UNAVAILABLE FOR SIGN INSTALLATION, SIGNS WITH TACTILE
CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-
OPEN DEVICES.
7. SIGNS THAT PROVIDE DIRECTION TO OR INFORMATION ABOUT INTERIOR AND EXTERIOR SPACES AND
FACILITIES OF THE SITE SHALL COMPLY WITH CBC SECTION 11B-703.5.
8. VISUAL CHARACTERS SHALL COMPLY WITH CBC SECTION 11B-703.5.
9. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL
CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR
DARK CHARACTERS ON A LIGHT BACKGROUND. (CBC -11B-703.5.1)
10. MINIMUM CHARACTER HEIGHT SHALL COMPLY THE TABLE 11B-703.5.5. VISUAL CHARACTERS SHALL
BE 40 INCHES MIN. ABOVE THE FINISH FLOOR. (CBC -11B-703.5.6)
11. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MIN.. CHARACTERS AND BRAILLE SHALL NOT
BE LOCATED IN THE PICTOGRAM FIELD.(CBC -11B-703.6.1)
12. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST
WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A
LIGHT FIELD. (CBC -11B-703.6.2)
13. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD.
TEXT DESCRIPTORS SHALL COMPLY WITH CBC SECTIONS 11B-703.2, 11B-703.3 AND 11B-703.4.
(11B-703.6.3)
14. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH.
SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT
SYMBOL ON A DARK FIELD OR A DARK SYMBOL ON A LIGHT FIELD. (CBC -11B-703.7.1)
15. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURES 11B-703.7.2.1. THE
SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE COLOR BLUE SHALL
APPROXIMATE FS 15090 IN FEDERAL STANDARD 595C. (CBC -11B-703.7.2.1).
EXCEPTIONS;
A. THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE OTHER COLORS PROVIDED THE SYMBOL
CONTRAST IS LIGHT ON DARK OR DARK ON LIGHT.
B. ON THE ACCESSIBILITY FUNCTION BUTTON ON HALL CALL CONSOLES IN A DESTINATION-ORIENTED
ELEVATOR SYSTEM THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A WHITE SYMBOL ON A
BLACK BACKGROUND.
16. ENTRANCES TO TOILET ROOMS AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC
SYMBOL COMPLYING WITH SECTION 11B-703.7.2.6. (CBC -11B-216.8.1) WHERE EXISTING TOILET ROOMS
OR BATHING ROOMS DO NOT COMPLY WITH CBC SECTION 11B-603, DIRECTIONAL SIGNS INDICATING THE
LOCATION OF THE NEAREST TOILET ROOM OR BATHING ROOM COMPLYING WITH SECTION 11B-603
WITHIN THE FACILITY SHALL BE PROVIDED. THE SYMBOL SHALL BE MOUNTED AT 58 INCHES MIN. AND 60
INCHES MAX. ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FORM THE CENTERLINE OF
THE SYMBOL.(CBC -11B-216.8)
17. PUBLIC TTYs SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF TTY COMPLYING WITH CBC
SECTION 11B-703.7.2.2.
18. DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST PUBLIC TTY SHALL BE PROVIDED
AT ALL BANKS OF PUBLIC PAY TELEPHONES NOT CONTAINING A PUBLIC TTY. (CBC -11B-216.9.2)
19. EACH ASSEMBLY AREA REQUIRED BY SECTION 1B-219 TO PROVIDE ASSISTED LISTENING SYSTEMS
SHALL PROVIDE SIGNS INFORMING PATRONS OF THE AVAILABILITY OF THE LISTENING SYSTEM. THE SIGN
SHALL INCLUDE WORDING THAT STATES "ASSISTIVE-LISTENING SYSTEM AVAILABLE"AND SHALL BE
POSTED IN A PROMINENT PLACE AT OR NEAR THE ASSEMBLY AREA ENTRANCE. ASSISTED LISTENING
SIGNS SHALL COMPLY WITH CBC SECTION 11B-703.5 AND SHALL INCLUDE THE INTERNATIONAL SYMBOL
OF ACCESS FOR THE HEARING LOSS COMPLYING WITH CBC SECTION 11B-703.7.2.4. (11B-216.10)
PROTRUDING OBJECTS
1. OBJECTS WITH LEADING EDGES BETWEEN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE
FINISHED FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION
PATH. (11B-307.2)
EXCEPTION:HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2 INCHES MAX.
2. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS
12INCHES MAXIMUM WHEN LOCATED 27 INCHES MIN. AND 80 INCHES MAX. ABOVE THE FINISH FLOOR OR
GROUND. WHERE A SIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE
CLEAR DISTANCE BETWEEN THE POSTS OR PYLON IS GREATER THAN 12 INCHES, THE LOWEST EDGE OF
SUCH SIGN OR OBSTRUCTION SHALL BE 27 INCHES MAX. AND 80 INCHES MIN. ABOVE THE FINISH FLOOR
OR GROUND. (11B-307.3)
3. WHERE SIGNS OR OTHER OBJECTS ARE MOUNTED ON POST OR PYLONS AND THEIR BOTTOM EDGES
ARE LESS THAN 80 INCHES ABOVE THE FLOOR OR GROUND SURFACE, THE EDGES OF SUCH SINGS OR
OBJECTS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MIN. RADIUS OF 1/8 INCH.
(11B-307.3.1)
4. VERTICAL CLEARANCE SHALL BE 80 INCHES HIGH MIN. GUARDRAILS OR OTHER BARRIERS SHALL BE
PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. THE LEADING EDGE OF
SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED 27 INCHES MAX. ABOVE THE FINISH FLOOR OR
GROUND. (11B-307.4)
EXCEPTION:DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE
FINISH FLOOR OF GROUND.
5. WHERE A GUY SUPPORT IS USED WITHIN EITHER THE WIDTH OF A CIRCULATION PATH OR 24 INCHES
MAX. OUTSIDE THE CIRCULATION PATH, A VERTICAL GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE
SHALL BE USED TO PREVENT A HAZARD OR AN OVERHEAD OBSTRUCTION. (CBC 11B-307.4.1)
6. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTES.
(11B-307.5)
7. THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES. (1003.2)
EXCEPTIONS:
A) SLOPED CEILINGS IN ACCORDANCE WITH SECTION 1208.2
B) STAIR HEADROOM IN ACCORDANCE WITH SECTION 1009.5
C) RAMP HEADROOM IN ACCORDANCE WITH SECTION 1010.6.2
D) THE CLEAR HEIGHT OF FLOOR LEVELS IN VEHICULAR AND PEDESTRIAN TRAFFIC AREAS IN PARKING
GARAGES IN ACCORDANCE WITH SECTION 406.4.1
E) AREAS ABOVE AND BELOW MEZZANINE FLOORS IN ACCORDANCE WITH SECTION 505.2
DOORS
1. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MIN. CLEAR OPENINGS OF DOORWAYS
WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP WITH
THE DOOR OPEN 90 DEGREES. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING
WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR
OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT
EXCEED 4 INCHES. (CBC -11B-404.2.3)EXCEPTIONS
2. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH CBC
SECTION 11B-404.2.3 AND 11B-404.2.4. (11B-404.2.2)
3. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH CBC SECTION
11B-404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE
REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. (11B-404.2.4)
4. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE
11B-404.2.4.1. & FIGURES 11B-404.2.4.1. (CBC -11B-404.2.4.1)
5. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH
CBC SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION:SLOPES NOT STEEPER
THAN 1:48 SHALL BE PERMITTED.
6. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2 INCH HIGH MAX. RAISED THRESHOLDS AND
CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH CBC SECTION 11B-302 AND 11B-303. (CBC -
11B-404.2.5)
7. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE
48 INCHES MIN. PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. (CBC -11B-404.2.6)
8. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL
COMPLY WITH CBC SECTION 11B-309.4 OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MIN
AND 44 INCHES MAX. ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN FULLY
OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. (CBC -
11B-404.2.7)
9. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE 5 POUNDS MAX. FOR
INTERIOR HINGED DOORS & GATES, SLIDING OR FOLDING DOORS AND EXTERIOR HINGED DOORS.
REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE
ADMINISTRATIVE AUTHORITY NOT TO EXCEED 15 POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE
REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE
IN A CLOSED POSITION. (CBC -11B-404.2.9)
10. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (CBC -
1008.1.9.5)
11. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90
DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS
5 SECONDS. (CBC -11B-404.2.8.1). DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM
THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5
SECONDS MIN. (CBC -11B-404.2.8.2)
12. POWERED DOORS SHALL BE FULLY AUTOMATIC DOORS COMPLYING WITH BUILDERS HARDWARE
MANUFACTURER'S ASSOCIATION (BHMA) A156.10 OR LOW ENERGY OPERATED DOORS COMPLYING WITH
BHMA A156.19. POWERED DOORS SERVING A BUILDING OR FACILITY WITH AN OCCUPANCY OF 150 OR
MORE SHALL BE PROVIDED WITH A BACK-UP BATTERY OR BACK-UP GENERATOR. THE BACK-UP POWER
SOURCE SHALL BE ABLE TO CYCLE THE DOOR A MIN. OF 100 CYCLES. POWERED DOORS SHALL BE
CONTROLLED ON BOTH THE INTERIOR AND EXTERIOR SIDES OF THE DOORS BY SENSING DEVICES, PUSH
PLATES, VERTICAL ACTUATION BARS OR SIMILAR OPERATING DEVICES. AT EACH LOCATION WHERE
PUSH PLATES ARE PROVIDED THERE SHALL BE TWO PUSH PLATES; THE CENTER LINE OF ONE PUSH
PLATE SHALL BE 7 INCHES MIN. AND 8 INCHES MAX. ABOVE THE FINISH FLOOR AND THE CENTERLINE OF
THE SECOND PUSH PLATE SHALL BE 30 INCHES MIN AND 44 INCHES MAX. ABOVE THE FINISH FLOOR.
EACH PUSH PLATE SHALL BE A MIN. OF 4 INCHES IN DIAMETER OR SQUARE AND SHALL DISPLAY THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7. SIGNAGE IDENTIFYING
THE ACCESSIBLE ENTRANCE REQUIRED BY SECTION 11B-216.6 SHALL BE PLACED ON OR IMMEDIATELY
ADJACENT TO EACH POWERED DOOR. (CBC -11B-404.2.9)
13. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES 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. (CBC -11B-404.2.10) EXCEPTIONS:
A) SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH CBC SECTION 11B-404.2.10
B) TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP
LEADING EDGE TAPERED AT 60 DEGREES MIN. FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO
MEET THE 10 INCH BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENT.
14. DOORS GATES AND SIDE LIGHTS ADJACENT TO DOORS OR GATES CONTAINING ONE OR MORE
GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST
ONE GLAZED PANEL LOCATED 43 INCHES MAX, ABOVE THE FINISH FLOOR. (CBC -11B-404.2.11)
EXCEPTION: GLAZING PANELS WITH THE LOWEST PART MORE THAN 66 INCHES FROM THE FINISH FLOOR
OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH CBC SECTION 11B-404.2.11
SPACE ALLOWANCE & REACH RANGES
1. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH
SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. (11B-305.2) EXCEPTION: SLOPES NOT
STEEPER THAN 1:48 SHALL BE PERMITTED.
2. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. (11B-305.3).
3. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR
EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. (11B-305.5)
4. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN
ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. (11B-305.6)
5. TURNING SPACE SHALL COMPLY WITH SECTION 11B-304.3.1 CIRCULAR SPACE OR 11B-304.3.2 T-
SHAPED SPACE.
6. REACH RANGES SHALL COMPLY WITH SECTION 11B-308.
7. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES
MAX. AND THE LOW FORWARD REACH SHALL BE 15 INCHES MIN. ABOVE THE FINISH FLOOR OR
GROUND. (11B-308.2.1)
8. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND
THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW
SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FINISH FLOOR OR GROUND.
9. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE
OR TURNING SPACE, THE SPACE SHALL COMPLY WITH SECTION 11B-306. ADDITIONAL SPACE SHALL
NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR
FLOOR OR GROUND SPACE OR TURNING SPACE. (11B-306.1)
10. TOE CLEARANCE. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9
INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE AND SHALL
COMPLY WITH SECTION 11B-306.2.
11. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. (11B-306.2.5)
12. KNEE CLEARANCE. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE
FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH
SECTION 11B-306.3.
13. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. (11B-306.3.5)
CONTROLS & OPERATING MECHANISMS
1. OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS
AND SPACES SHALL COMPLY WITH CBC SECTION 11B-309.
2. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH CBC SECTION 11B-305 SHALL BE PROVIDED.
(11B-309.2)
3. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN
CBC SECTION 11B-308.(11B-309.3)
4. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PUNCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE
PARTS SHALL BE 5 POUNDS MAX. (CBC -11B-309.4) EXCEPTION: GAS PUMPS AND ELECTRIC VEHICLE
CONNECTORS SHALL NOT BE REQUIRED TO PROVIDE OPERABLE PARTS THAT HAVE AN ACTIVATING
FORCE OF 5 POUNDS MAX.
TOILET AND BATHING ROOMS
1. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED, THEY SHALL COMPLY WITH CBC SECTION
11B-213.
2. WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH CBC SECTION 11B-603. WHERE
BATHING ROOMS ARE PROVIDED EACH BATHING ROOM SHALL COMPLY WITH CBC SECTION 11B-603. (11B-213.2)
3. UNISEX ( SINGLE-USER OR FAMILY) TOILET ROOMS SHALL CONTAIN NOT MORE THAN ONE LAVATORY, AND NOT
MORE THAN TWO WATER CLOSETS WITHOUT URINALS OR ONE WATER CLOSET AND ONE URINAL. UNISEX (SINGLE-
USER OR FAMILY) BATHING ROOMS SHALL CONTAIN ONE SHOWER OR ONE SHOWER AND ONE BATHTUB, ONE
LAVATORY AND ONE WATER CLOSET. DOORS TO UNISEX (SINGLE-USER OR FAMILY) TOILET ROOMS AND UNISEX
( SINGLE-USER OR FAMILY) BATHING ROOMS SHALL HAVE PRIVACY LATCHES. (CBC -11B-213.2.1)
4. WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST FIVE PERCENT OF THE TOILET COMPARTMENTS OR FIVE
PERCENT OF THE COMBINATION OF TOILET COMPARTMENTS AND URINALS, BUT NO FEWER THAN ONE TOILET
COMPARTMENT SHALL COMPLY WITH CBC SECTION 11B-604.8.1.IN ADDITION TO THE COMPARTMENTS REQUIRED TO
COMPLY WITH 11B-604.8.1 WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED OR WHERE A COMBINATION
OF URINALS AND WATER CLOSETS TOTAL SIX OR MORE FIXTURES, TOILET COMPARTMENTS COMPLYING WITH CBC
SECTION 11B-604.8.2 SHALL BE PROVIDED IN THE SAME QUANTITY AS THE TOILET COMPARTMENTS REQUIRED TO
COMPLY WITH SECTION 11B-604.8.1. (11B-213.3.1)
5. WHERE LAVATORIES ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY WITH CBC
SECTION 11B-606 AND SHALL NOT BE LOCATED IN A TOILET COMPARTMENT. (11B-213.3.4) WHERE ONE OR MORE
URINALS ARE PROVIDED AT LEAST 10 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY WITH SECTION 11B-605.
WHERE WATER CLOSETS ARE PROVIDED AT LEAST 5 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY WITH
SECTION 11B-604.
6. NOT USED
7. TURNING SPACE COMPLYING WITH CBC SECTION 11B-304 (CIRCULAR SPACE AND T-SHAPED SPACE) SHALL BE
PROVIDED WITHIN THE ROOM. (11B-603.2.1)
8. REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES AND TURNING SPACE SHALL BE PERMITTED TO
OVERLAP. (CBC -11B-603.2.2)
9. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. OTHER
THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR IN ANY POSITION, MAY ENCROACH INTO
THE TURNING SPACE BY 12 INCHES MAX. (CBC -11B-603.2.3) EXCEPTION;
10. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR
PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17 INCHES MIN. TO 19 INCHES MAX. FROM THE SIDE WALL
OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT.(CBC -11B-604.2)
11. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL
COMPLY WITH SECTION 11B-309 EXCEPT THEY SHALL BE LOCATED 44 INCHES MAX. ABOVE THE FINISH FLOOR. FLUSH
CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. (CBC -11B-604.6)
12. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM THE SIDE
WALL AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. A MIN. 60 INCHES WIDE AND 48 INCHES
DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. (CBC -11B-604.3.1). WHEELCHAIR
ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH CBC SECTION 11B-604.8.1. (11B-604.8.1)
13. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET,
ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE
ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES AND TURNING SPACE. NO OTHER
FIXTURE OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. (CBC -
11B-604.3.2)
14. (11B-604.8.1.2). DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY
FIXTURE. DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE PERMITTED TO ENCROACH INTO THE
TURNING SPACE WITHOUT LIMITATION. OTHER THAN DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS, A
DOOR IN ANY POSITION SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12 INCHES MAXIMUM.
15. AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MIN ABOVE THE FINISH FLOOR AND
6 INCHES DEEP MIN. BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT
MEMBERS.(CBC -11B-604.8.1.4)
16. NOT USED
17. NOT USED
18. NOT USED
19. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH CBC SECTION 11B-305 POSITIONED FOR FORWARD
APPROACH SHALL BE PROVIDED. (CBC -11B-605.3).
20. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL
COMPLY WITH CBC SECTION 11B-309 EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A MIN. HEIGHT OF 44
INCHES ABOVE THE FINISH FLOOR. (CBC -11B-605.4).
21. LAVATORIES AND SINKS SHALL COMPLY WITH CBC SECTION 11B-606.
22. A CLEAR FLOOR SPACE COMPLYING WITH CBC SECTION 11B-305, POSITIONED FOR A FORWARD APPROACH AND
KNEE AND TOE CLEARANCE COMPLYING WITH CBC SECTION 11B-306 SHALL BE PROVIDED. (CBC -11B-606.2)
23. LAVATORIES AND SINK SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE
34 INCHES MAX. ABOVE THE FINISH FLOOR OR GROUND. (CBC -11B-606.3)
24. CONTROLS FOR FAUCETS SHALL COMPLY WITH CBC SECTION 11B-309. HAND -OPERATED METERING FAUCETS
SHALL REMAIN OPEN FOR 10 SECONDS MIN. (CBC -11B-606.4)
25. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE
CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER
LAVATORIES OR SINKS.(CBC -11B-606.5)
26. LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MIN. OF 18 INCHES TO THE
CENTERLINE OF THE FIXTURE. (11B-606.6)
TOILET AND BATHING FIXTURES & ACCESSORIES
1. THE SEAT HEIGHT OF AN ACCESSIBLE WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17
INCHES MIN. AND 19 INCHES MAX. MEASURED TO THE TOP OF THE SEAT. SEAT SHALL NOT BE
SPRUNG TO RETURN TO A LIFTED POSITION. SEAT SHALL BE 2 INCHES HIGH MAX. (CBC -11B-604.4)
2. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4
INCHES MIN AND 2 INCHES MAX. GRAB BARS WITH NON-CIRCULAR CROSS SECTIONS SHALL HAVE A
CROSS-SECTION DIMENSION OF 2 INCHES MAX. AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND
4.8 INCHES MAX. (CBC -11B-609.2.1 & 11B-609.2.2)
3. THE SPACING BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2 INCHES MIN. THE SPACE
BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2
INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12
INCHES MIN. (CBC -11B-609.3)
4. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MIN AND 36 INCHES MAX.
ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE.(CBC -11B-609.4)
GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.(CBC -11B-609.6) ALLOWABLE STRESSES
SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250
POUNDS IS APPLIED. (CBC -11B-609.8)
5. GRAB BARS FOR WATER CLOSETS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE
WATER CLOSET AND ON THE REAR WALL. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
MIN., LOCATED 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE
REAR WALL WITH THE FRONT END POSITIONED 24 INCHES MIN. IN FRONT OF THE WATER CLOSET.
(CBC -11B-604.5.1) THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM
THE CENTERLINE OF THE WATER CLOSET 12 INCHES MIN. ON ONE SIDE AND 24 INCHES MIN. ON THE
OTHER SIDE. (CBC -11B-604.5.2)
6. NOT USED
7. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE
BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FINISH FLOOR OR
GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED
WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAX. ABOVE THE FINISH FLOOR
OR GROUND. (CBC -11B-603.3)
8.NOT USED
9. BENCHES SHALL COMPLY WITH CBC SECTION 11B-903. A CLEAR FLOOR OR GROUND SPACE
COMPLYING WITH SECTION 11B-305 SHALL BE PROVIDED AND SHALL BE POSITIONED AT THE END OF
THE BENCH SEAT AND PARALLEL TO THE SHORT AXIS OF THE BENCH. (CBC -11B-903.2)
11. BENCHES SHALL HAVE A SEATS THAT ARE 48 INCHES LONG MIN. AND 20 INCHES DEEP MIN AND
24 INCHES DEEP MAX. THE BENCH SHALL PROVIDE FOR BACK SUPPORT OR SHALL BE AFFIXED TO A
WALL ALONG ITS LONG DIMENSION. BACK SUPPORT SHALL BE 48 INCHES LONG MIN. AND SHALL
EXTEND FROM A POINT 2 INCHES MAX. ABOVE THE SEAT SURFACE TO A POINT 18 INCHES MIN.
ABOVE THE SEAT SURFACE. THE TOP OF THE BENCH SEAT SURFACE SHALL BE 17 INCHES MIN. AND
19 INCHES MAX. ABOVE THE FINISH FLOOR OR GROUND. (CBC -11B-9303.3, 11B-903.4, 11B-903.5)
12. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR
HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SEAT. (CBC -11B-903.6)
13. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER
ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE
LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40"
MAX. ABOVE THE FINISHED FLOOR. (CBC -11B-603.5)
14. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 AND SHALL BE 7 INCHES
MIN. AND 9 INCHES MAX. IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19 INCHES MIN.
ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS. (CBC -11B-604.7)
15. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION
11B-308. SHELVES SHALL BE LOCATED 40 INCHES MIN AND 48 INCHES MAX. ABOVE THE FINISH
FLOOR. (CBC -11B-604.8)
16. BABY CHANGING TABLES SHALL COMPLY WITH CBC SECTIONS 11B-309 AND 11B-902. BABY
CHANGING TABLES WHEN DEPLOYED SHALL NOT OBSTRUCT THE REQUIRED WIDTH OF AN
ACCESSIBLE ROUTE EXCEPT AS ALLOWED BY CBC SECTION 11B-307.2. BABY CHANGING TABLES
SHALL NOT BE LOCATED IN TOILET COMPARTMENTS COMPLYING WITH CBC SECTION 11B-604.8
WITHIN A MULTIPLE ACCOMMODATION TOILET FACILITY. (CBC-11B-226.4) EXCEPTION; BABY
CHANGING TABLES ARE NOT REQUIRED TO COMPLY WITH CBC SECTION 11B-603.5.
ELECTRICAL
1. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS
COMPLYING WITH NFPA 72 AND CHAPTER 9, SECTIONS 907.5.2.1 AND 907.5.2.3. (11B-702).
2. VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS
907.5.2.3.1 THROUGH 907.5.2.3.5.
3. VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN PUBLIC USE AREA AND COMMON
USE AREAS, INCLUDING BUT NOT LIMITED TO: (907.5.2.3.1)
A) SANITARY FACILITIES INCLUDING RESTROOMS
B) CORRIDORS
C) OCCUPIED ROOMS WHERE AMBIENT NOISE IMPAIRS HEARING OF THE FIRE ALARM
D) LOBBIES
E) MULTIPURPOSE ROOMS
4. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO
CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING
EQUIPMENT SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO
THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE
OUTLET BOX. (11B-308.1.1)
5. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND
COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW
REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE
MEASURED TO THE TOP OF THE OUTLET BOX. (11B-308.1.2)
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.300
EXITSING BUIILDING PERMIT SET
-
GENG TENANT
IMPROVEMENTS
TOTAL 14 STALLS
PROVIDED FROM PERMIT
SET
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.300B
EXITSING BUIILDING PERMIT SET
-
GENG TENANT
IMPROVEMENTS
4 2023/01/27 HEALTH PERMIT REVISION 1
4
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.301
CONDITIONAL USE PERMIT
-
GENG TENANT
IMPROVEMENTS
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.302
HEALTH PERMIT & CAL GREENCHECKLIST
-
GENG TENANT
IMPROVEMENTS
N/A
N/A
N/A
N/A
N/A
N/A
G1.100
A2.000 EXISTINGG7.100 FINISH SCHEDULE
G8.100 EXISTING
G8.100 EXISTING
CAL GREEN NOTE #1
G1.100 CAL GREEN NOTE #3
CAL GREEN NOTE #3
CAL GREEN NOTE #3
CAL GREEN NOTE #3
CAL GREEN NOTE #3
CAL GREEN NOTE #5
CAL GREEN NOTE #6
G1.100
G1.100
CAL GREEN NOTE #7G1.100
CAL GREEN NOTE #8,#10G1.100
CAL GREEN NOTE #10G1.100 CAL GREEN NOTE #14G1.100
CAL GREEN NOTE #13G1.100
N/A
N/A
CAL GREEN NOTE #15G1.100
CAL GREEN NOTE #15G1.100
N/A
N/A
N/A LANDLORD PROVIDELANDLORD PROVIDE
LANDLORD PROVIDE
TESTING AND ADJUSTING NOTEG1.100
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.303
TITLE 24
-
GENG TENANT
IMPROVEMENTS
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.304
TITLE 24
-
GENG TENANT
IMPROVEMENTS
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.305
TITLE 24
-
GENG TENANT
IMPROVEMENTS
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.306
TITLE 24 - MECHANICAL
-
GENG TENANT
IMPROVEMENTS
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.307
TITLE 24 - MECHANICAL
-
GENG TENANT
IMPROVEMENTS
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G1.308
TITLE 24 - MECHANICAL
-
GENG TENANT
IMPROVEMENTS
3 2022/11/14 ISSUE FOR BUILDING PERMIT
AREAOCC. LOADOCCUPANTS
568 SFCORRIDOR
AREAOCC. LOADOCCUPANTS
64 SFOFFICE
AREAOCC. LOADOCCUPANTS
104 SFSTORAGE
AREAOCC. LOADOCCUPANTS
110 SFBAR
AREAOCC. LOADOCCUPANTS
346 SF
INDOOR
GOLF
AREAOCC. LOADOCCUPANTS
281 SF
INDOOR
GOLF
AREAOCC. LOADOCCUPANTS
288 SF
INDOOR
GOLF
AREAOCC. LOADOCCUPANTS
342 SF
INDOOR
GOLF
69 SFDISPLAY
228 SFRESTROOOM
Occupancy use
BAR
CORRIDOR
DISPLAY
INDOOR GOLF
OFFICE
RESTROOOM
STORAGE
INDOOR GOLF & BAR DESIGNATED OCCUPANCY A-3
2,405 SQFT
105 OCCUPANTS TOTAL
EXIT A
EXIT B
EGRESS PATH 37' < 250' = OK(CBC: TABLE 1017.2)
75' - 0 5/8"
1/3 OF
OVERAL
L
DIAG
ONAL I
S
APP
RO
X
25'-
0
0"
4
3
'-11
"
>2
5'-0
0"
(E)
(E)
WOMEN'S RR MEN'S RR
JANITOR
ROOM
BOILER
ROOM
FEC
5OCC.:1STATION5
5OCC.:1STATION5
5OCC.:1STATION5
5OCC.:1STATION5
150 SF/ OCC.17 SF/ OCC.82
300 SF/ OCC.1
200 SF/ OCC.1
1. ACCESSORY USE AREAS THAT ORDINARILY ARE USED ONLY BY PERSONS WHO OCCUPY THE MAIN AREAS OF AN OCCUPANCY SHALL BE PROVIDED WITH MEANS OF EGRESS AS THOUGH THEY ARE COMPLETELY OCCUPIED, BUT THEIR OCCUPANT LOAD NEED NOT BE INCLUDED WHEN COMPUTING THE TOTAL OCCUPANT LOAD OF THE BUILDING. 2. PROVIDE MEANS OF EGRESS IDENTIFICATION USING EXIT SIGNS THAT ARE INTERNALLY OR EXTERNALLY ILLUMINATED ALONG THE PATH OF EXIT TRAVEL WITHIN THE MEANS OF EGRESS SYSTEM. THE EXIT SIGNS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS WHICH ARE EXIT SIGNS SHALL BE VISIBLE FROM ANY DIRECTION OF APPROACH AND EXIT SIGNS SHALL BE LOCATED TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AND SUCH THAT NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN.3. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL POWER SYSTEM (STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON SITE GENERATOR SET) OR AN APPROVED SELF LUMINOUS SYSTEM THAT PROVIDES CONTINUOUS ILLUMINATION INDEPENDENT OF THE EXTERNAL POWER SOURCE TO ENSURE THAT THE EXIT SIGNS ARE ILLUMINATED AT ALL TIME.4. WHEN 2 EXITS ARE REQUIRED, THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL5. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE EGRESS SYSTEM.6. WHEN OCCUPANT LOAD EXCEEDS 50 EXIT DOORS MUST SWING IN THE DIRECTION OF EGRESS7. CORRIDORS MUST HAVE A MIN. WIDTH OF 44" IF SERVING MORE THAN 10 OR MORE OCCUPANTS (MIN. OF 36" WHEN LESS THAN 10) WHEN SERVING MORE THAN 220 OCCUPANTS, THE MIN. WIDTH SHALL BE DETERMINED BE .2" PER OCCUPANT PER CBC 1005.8. NO POINT IN THE BUILDING, INDICATED ON THE PLAN AS THE START POINT FOR THE COMMON PATH OF TRAVEL, CAN EXCEED 250', FOR A OCCUPANCY IN A SPRINKLERED BUILDING PER TABLE 1017.2
FIRE EXTINGUISHER (WALL CABINET)
FEC
FE FIRE EXTINGUISHER (HOOK MOUNTED)
EXIT CAPACITY (OCCUPANTS)
1 HOUR FIRE RATING
DOOR
Egress Width (in)
Egress Capacity
Occupant Load
#
#
#
#
EGRESS PATH
COMMON PATH
DEAD END PATH
EXIT SIGN (WITH DIRECTIONAL ARROWS)
FIRE AREA:
EXIT CAPACITY -AT DOORS (CBC 1005.3.2)
FLOOR LEVEL:
SINGLE
GROUND FLOOR
ZONE / FLOOR EXIT TYPE & CAPACITYOCC LOAD WIDTH PROVIDEDWIDTH REQUIRED
FIRST FLOOR STAIRS @ 0.30" / OCC105 NANA
DOORS @ 0.30" / OCC 72"31.5"
MAX. EGRESS TRAVEL DISTANCE:(WITH AUTOMATIC SPRINKLER PROTECTION)
TRAVEL DISTANCES
GROUP 'A' = 250'
COMMON PATH OF TRAVEL:GROUP 'A' = 75'-0" ( SPRINKLERED BUILDING)
DEAD END CORRIDORS:GROUP 'A' = 20'
PLUMBING FIXTURE COUNT-CPC TABLE 422.1
ZONE / FLOOR FIXTURE CAPACITY PROVIDED
FIRST FLOOR
WATER CLOSET CAPACITY REQUIRED
MENS 1 FOR FIRST 100
WOMENS 1 FOR FIRST 25
TOTAL = 2 2
LAVS WOMEN AT 1 FOR FIRST 100
LAVS MEN AT 1 FOR FIRST 200
TOTAL = 2 2
OVERALL CPC OCCUPANT LOAD GROUND FLOOR= 37 OCCUPANTSPER CPC TABLE 4.3 THE PLUMBING COUNT OCCUPANT LOAD IS AS FOLLOWS:
40 OCCUPANTS ASSUMES 50% MEN AND 50% WOMEN. 20 MEN AND 20WOMEN.
1
1
1
1
URINAL MEN AT 1 FOR FIRST 100
TOTAL = 1 1
1
DRINK FOUNTAINS 1 FOR FIRST 250
TOTAL = 1
1
PROVIDE AT BAR
SERVICE SINK 1
TOTAL = 1
1
1
OCCUPANTS LOAD (CBC 1004.1.2)
PARKING REQUIREMENT COUNT
FLOOR AREA (NET) - PER ZONING DEFINITIONS, CITY OF LOS ANGELES
NET AREA: 2,593 SF
REQUIRED PARKING PER ZONING CODE CITY OF ARCADIA.
1 STALL PER 300 SF
TOTAL REQUIRED PARKING: 9 STALLSTOTAL PROVIDED PARKING: 9 STALLS (PROVIDED IN THE BUILDING BY LANDLORD. SEE SHEET G1.300)
Date Description
SHEET NOTES
GENERAL NOTES
LEGEND
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
G2.100
LIFE SAFETY PLAN & OCCUPANCYDIAGRAM
-
GENG TENANT
IMPROVEMENTS
SCALE:1/4" = 1'-0"
FIRE AND LIFE SAFETY PLAN01
OCCUPANT LOADS
ROOM OCCUPANCY AREA
OCCUPANT
LOAD FACTOR
(PERSON : SF)
LOAD
FACTOR LOAD
BAR KITCHEN, COMMERCIAL 110.10 SF 1:200sf 200.00 SF 1
CORRIDOR A-2 ASSEMBLY 567.58 SF 1:7sf 7.00 SF 82
DISPLAY S-1 69.17 SF -0.00 SF
INDOOR GOLF A-3 ASSEMBLY 345.83 SF 5:1station 80.00 SF 5
INDOOR GOLF A-3 ASSEMBLY 280.82 SF 5:1station 80.00 SF 4
INDOOR GOLF A-3 ASSEMBLY 288.46 SF 5:1station 80.00 SF 4
INDOOR GOLF A-3 ASSEMBLY 342.21 SF 5:1station 80.00 SF 5
OFFICE B, BUSINESS 64.31 SF 1:150sf 150.00 SF 1
RESTROOOM S-1 228.27 SF -0.00 SF
STORAGE STORAGE 103.56 SF 1:300sf 300.00 SF 1
TOTAL AREA 2,400.29 SF 103
NOTES:
1. OCCUPANT LOAD FACTOR PER 2019 CPC CH4 TABLE A.
2. FIXTURE COUNTS PER 2019 CPC CHAPTER 4 TABLE 422.1 FIXTURE COUNTS PER 2019 CPC CHAPTER 4 TABLE 422.1
3. PLUMBING FIXTURE LOADS ARE FOR REFERENCE ONLY. (E) RESTROOMS NOT PART OF THIS SCOPE OF WORK.4. PER 2019 CPC CH4 TABLE A, ACCESSORY AREAS MAY BE EXCLUDED.
NOTES:
1. OCCUPANT LOADS TO BE CALCULATED PER 2019 CBC CHAPTER 10 TABLE 1004.1.2.
2. SEPARATION DISTANCE TO TWO EXITS SHALL NOT BE LESS THAN 1/3 OVERALL DIAGONAL OF AREA SERVED IN AN AREA EQUIPED WITH AN AUTOMATIC SPRINKLER SYSTEM. PER 2019 CBC 1007.1.1 EXCEPTION 2 AND 1007.1.2.
A-2:ASSEMBLY WITHOUT FIXED SEATS -UNCONCENTRATED (TABLES & CHAIRS) SIMULTANEOUS USES-1:ACCESSORY STORAGE, JANITOR, MECHANICAL EQUIPMENTB:BUSINESS
PLUMBING FIXTURE COUNT - CPC TABLE 422.1
USE TYPE SF EACH USE OCCUPANT LOADFACTOR OCCUPANT LOAD
STORAGE 94 SF 5000 0.01 OCCUPANTS
GOLF SIMULATION 1,325 SF (4LANE TOTAL)5 PER LANE 20 OCCUPANTS
ASSEMBLY 568 SF 30 18.93 OCCUPANTS
KITCHEN 204 SF 2000 0.102 OCCUPANTS
OFFICE 64 SF 200 0.32 OCCUPANTS
40 OCCUPANTS
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
09 22 16.A01METAL RUNNER TRACK
09 29 00.B01TYPE X GYP BD 5/8"
09 29 00.F00SOUND ATTENUATION BLANKET
SEE INTERIOR ELEVATUONS FOR APPLIED FINISH
LIGHT GAGE STEEL FRAMING
ACOUSTICAL SELANT
SCHEDULED FLOORING, REFER TO FINISH PLAN
09 22 16.A01METAL RUNNER TRACK
09 29 00.A01GYP BD 5/8"
09 29 00.F00SOUND ATTENUATION BLANKET
09 29 00.J03EDGE TRIM, L-BEAD
REFER TO
ELEVATIONS
05 50 00.F01STEEL TUBING
SEE INTERIOR ELEVATUONS FOR APPLIED FINISH
LIGHT GAGE STEEL FRAMING
SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN
SEE INTERIOR ELEVATIONS FRO APPLIED FINISH
09 22 16.A01METAL RUNNER TRACK
09 29 00.F00SOUND ATTENUATION BLANKET
09 29 00.A01GYP BD 5/8"
09 29 00.G00CONTINUOUS ACOUS SEALANT
02 41 19.D01EXISTING WALL TO REMAIN
REFER TO PLAN(S)
VARIES
SEE INTERIOR ELEVATUONS FOR APPLIED FINISH
SCHEDULED FLOORING, REFER TO FINISH PLAN
LIGHT GAGE STEEL FRAMING
VARIES
REFER TO PLAN(S)
09 22 16.A00METAL STUD
09 29 00.A01GYP BD 5/8"
09 29 00.F00SOUND ATTENUATION BLANKET
02 41 19.D01EXISTING WALL TO REMAIN
09 29 00.J03EDGE TRIM, L-BEAD
REFER TO
ELEVATIONS
09 22 16.A01METAL RUNNER TRACK
SEE INTERIOR ELEVATUONS FOR APPLIED FINISH
SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN
VA
R
I
E
S
SEE INTERIOR ELEVATIONS FRO APPLIED FINISH
09 22 16.A01METAL RUNNER TRACK
09 22 16.A00METAL STUD
09 29 00.A01GYP BD 5/8"
09 29 00.F00SOUND ATTENUATION BLANKET
09 29 00.J07EXTRUDED ALUM SHAPE
09 29 00.B05SAG-RESIS GYP BD
09 22 16.B01HAT CHANNEL
PARTITION TAG
PARTITION TYPE DESIGNATOR(SEE PARTITION SERIES TYPE SCHEDULES)
FRAMING MEMBER DEPTH(SEE TABLE B OR TABLE C - BELOW
PARTITION SERIES(SEE TABLE A - BELOW)
FIRE RATING (IF APPLICABLE)
TABLE A- PARTITION SERIES CONSTRUCTION ASSEMBLY
A 1-LAYER METAL C-STUD 1-LAYER
B 2-LAYERS METAL C-STUD 2-LAYERS
C 1-LAYER METAL C-STUD 2-LAYERS
D 1-LAYER METAL C-STUD NONE
E 2-LAYERS METAL C-STUD NONE
F 1-LAYER MTL HAT CHANNEL NONE
G 1-LAYER NONE NONE
H 1-LAYER METAL C-H STUD NONE
J 2-LAYERS METAL C-H STUD LINER PANEL
K 1-LAYER (2) METAL C-STUDS 1-LAYER
L 2-LAYERS (2) METAL C-STUDS 2-LAYERS
M NONE CMU NONE
V-Z CUSTOM N/A N/A
-NO FRAMING
0 7/8" FURRING CHANNEL N/A
1 1 5/8"
TABLE B- FRAMING DEPTH SCHEDULE
TAG NUMBER DESIGNATION MTL STUD DEPTH MTL C-H STUD DEPTH WOOD STUD DEPTH
N/A N/A
2 2 1/2"2 1/2" N/A
3 3 5/8"N/A N/A
4 4" 4"3 1/2"
6 6" 6"5 1/2"
8 8" N/A 7 1/4"
10 10" N/A 9 1/4"
STEEL SHEET THICKNESS FOR STUDS AND RUNNERS
MIN. STEEL BASE METAL THICKNESS (UNCOATED)GAGE*
12
14
16
18
20
22
25
0.1017
INCH
97
MM
0.0713 68
0.0566 54
0.0451 43
0.0312 30
0.0270 27
0.0179 18
MILS
*GAGE 16,18 USED FOR STRUCTURAL FRAMING; 20, 22, AND 25 USED FOR NON-STRUCTURAL FRAMING
SERIES SHEATHING FRAMING MEMBERS SHEATHING
1 A2A
GENERAL NOTES
GN-01.PARTITION TYPES ARE NOT SEQUENTIAL.
GN-02. ALL PARTITION SHEATHING TO BE GYPSUM BOARD UNLESS OTHERWISE NOTED.
GN-03.ALL PARTITIONS SHALL BE COORDINATED WITH SCHEDULED FINISHES FOR PARTITION LAYOUT AND REQUIRED CLEARANCES.
GN-04.PROVIDE BLOCKING IN PARTITIONS FOR LCD SCREENS, ETC AS INDICATED. SEE CONSTRUCTION PLAN(S) AND/ OR INTERIOR ELEVATIONS FOR LOCATIONS.
GN-05.FOR INTERIOR FRAMING LIMITING HEIGHTS REFER TO SSMA TABLES FOR INTERIOR NON-STRUCTURAL NON-COMPOSITE PARTITIONS
GN-06. CONTRACTOR TO RE-CONFIRM STUD SIZING AND SUBMIT SELECTION CRITERIA FOR REVIEW INCLUDING DELINEATION OF SLAB TO UNDERSIDE OF SLAB INFORMATION
N-U RESERVED FOR FUTURE EXPANSION
1.34
1.09
0.84
0.68
0.45
X
X
*USE OF DIMPLED STEEL STUDS ACCEPTABLE PROVIDED CONTRACTOR SUPPLIES DOCUMENTATION PROVING THE EQUIVALENT MINIMUM BASE METAL THICKNESS IS ACHIEVED
GN-07. METAL STUD SYSTEMS TO ACCOMDATE 1" DIFFERENTIAL VERTICAL DEFLECTION BETWEEN FLOORS & ROOF
GN-08. WALL ASSEMBLIES SEPARATING TENANT SPACES AND TENANT SPACES FROM PUBLIC SPACES SHALL HAVE STC RATING OF AT LEAST 40
5/8"
Date Description
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
G5.100
PARTITION SCHEDULE AND DETAIL
-
GENG TENANT
IMPROVEMENTS
PARTITION TYPE MARK THK (GA)
FRAMING DETAILS FIRERTG TESTEDASSEMBLY STC RTG SHEET NOTESDEPTH SPACING TOP BOT
A3A 22 6" 16" O.C A T01 A B01 44
A3B 22 6" 16" O.C A T02 A B01 44
PARTITION TYPE MARK THK (GA)
FRAMING DETAILS FIRERTG TESTEDASSEMBLY STC RTG SHEET NOTESDEPTH SPACING TOP BOT
D3B 22 3 5/8" 16" O.C. D T02 D B01 -44
SCALE:3" = 1'-0"
A B0103
SCALE:3" = 1'-0"
A T0102
SCALE:3" = 1'-0"
A TYPE04
SCALE:3" = 1'-0"
D B0106
SCALE:3" = 1'-0"
D T0105
SCALE:3" = 1'-0"
D TYPE07
SCALE:3" = 1'-0"
A T0201
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
1. PROVIDE SHOP DRAWINGS FOR DOOR HARDWARE FOR ARCHITECT APPROVAL.2. SEE SHEET 3-A5.705 FOR TYPICAL DOOR DETAILS.3. ALL NEW DOORS AND HARDWARE TO COMPLY WITH LOCAL AND STATE CODES.4. ALL HARDWARE TO MEET TITLE 24 AND ACCESSIBILITY REQUIREMENTS. SEE REQUIRED CLEARANCES AND MOUNTING HEIGHTS ON SHEET 3-A5.001 (NOT IN SET YET)5. CONTRACTOR TO FIELD VERIFY CONDITION, HAND, THROAT SIZE AND WORKABILITY OF ALL DOORS AND HARDWARE; REPAIR OR REPLACE AS REQUIRED.6. CONTRACTOR SHALL CONFIRM ALL SILL CONDITIONS BASED ON FLOOR FINISH PLANS.7. WHERE REQUIRED, PRESSURE SEALS AND SMOKE SEALS MUST COMPLY WITH DOOR & FRAME MANUFACTURERS RECOMMENDATIONS ('S' LABELS) AT ALL NEW AND EXISTING RATED DOOR ASSEMBLIES PER CURRENT CODE.8. HINGES AT RATED ASSEMBLIES SHALL BE BALL BEARING.9. 90 MIN. (3/4 HOUR) ASSEMBLIES SHALL HAVE METAL THRESHOLDS.10. DOOR SIZES ARE NOMINAL.11. ALL CLOSERS TO BE MOUNTED ON THE INTERIOR ROOM SIDE OF THE DOOR.12. CONTRACTOR SHALL SECURE AND INSTALL ALL HARDWARE SPECIFIED AND REQUIRED FOR DOOR ASSEMBLY. ALL CYLINDERS WILL BE KEYED TO THE BUILDING KEYING SYSTEM AND INSTALLED BY THE CONTRACTOR ACCORDING TO THE BUILDING LANDLORDS REQUIREMENTS. CONTRACTOR SHALL SUPPLY NEW CYLINDERS TO LANDLORD FOR EACH NEW LOCKSET REQUIRED.13. PROVIDE TEMPERED GLASS AT ALL LOCATIONS AS REQUIRED BY CURRENT LOCAL CODES.14. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.15. MAXIMUM FORCE TO OPERATE AN INTERIOR DOOR SHALL NOT EXCEED 5LBS.16. REFER TO PARTITION TYPES OF DOOR FRAMING WITH ROUGH OPENING AT PARTITIONS.17. ALL DOOR OPENINGS TO BE 4" FROM THE ADJOINING PARTITION, UNO18. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A
SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.19. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" A.F.F. LATCHING AND LOCKING
DOORS THAT ARE HAND ACTIVATED AND ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE.20. DOOR MUST HAVE A MIN. 32" CLEAR IN THE
OPEN POSITION, OR GREATER BASED ON EXITING WIDTH. DOORS SHALL BE A MIN. 3'-0" WIDE X 6'-8" TALL.21. ALL HINGED DOORS MUST BE EQUIPPED WITH LEVER TYPE HANDLE.22. ALL EXIT DOORS SHALL COMPLY WITH CBC 1008.1.9-DOORS TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT.23. ALL THRESHOLDS SHALL BE NO MORE THAN 1/2" LOWER THAN THE DOORWAY. 24. WHEN DETAILS INDICATE A LEVEL REFERENCE ELEVATION TO THE TOP OF THE DOORS OR DOOR FRAMES. TOPS OF DOORS OR DOOR FRAMES SHALL BE LEVEL.25. COORDINATE WITH OWNER AND BUILDING MANAGEMENT FOR INTEGRATION INTO ACCESS CONTROL SYSTEM.26. VERIFY ALL DOOR SIZES, OPENINGS, ETC. PRIOR TO ORDERING, PURCHASING AND INSTALL.
REFER TO DOOR HARDWARE
SPECIFICATIONS 08 71 00
AL = ALUMINUM
CL = CLEAR
CLA = CLEAR ANODIZED
(E) = EXISTING
HM = HOLLOW METAL
FR = FIRE RATED
GL = 1/2" CLEAR TEMPERED GLASS
HC = HOLLOW CORE
MT = METAL
NR = NON FIRE RATED
PG = PAINT GRADE
SC = SOLID CORE
SS = STAINLESS STEEL
ST = STAIN
WD = WOOD
TYPE A
SINGLE PANEL INTERIOR DOOR
TYPE B
POCKET DOOR
REFER TO SCHEDULE
RE
F
E
R
T
O
S
C
H
E
D
U
L
E
30
"
M
I
N
-
4
4
"
M
A
X
3'
-
0
"
REFER TO SCHEDULE
RE
F
E
R
T
O
S
C
H
E
D
U
L
E
2"2"
2"
2"2"
2"
HARDWARE SET #1BAR STORAGE
-HINGE1STOREROOM LOCK1KICK PLATE (PUSH SIDE)1 DOOR STOP TYPE OF STOP TO BE COORDINATED WITH DOOR SWING
HARDWARE SET #2RESTROOMS -INDIVIDUAL STALLS / ADA
-HINGE1LOCKSET WITH OCCUPANCY INDICATOR1DOOR STOP AT DOOR 102 PROVIDE OVERHEAD STOP IN LIEU OF DOOR STOP
HARDWARE SET #3OFFICES (WITH CARD READER)
-HINGE1LOCKSET1DOOR STOP TYPE OF STOP TO BE COORDINATED WITH DOOR SWING
HARDWARE SET #4JANITOR'S CLOSET
1 SLIDING DOOR ASSEMBLY1 SLIDING DOOR LOCKING MECHANISM
HARDWARE SET #5BOILER ROOM
-HINGE1DUST PROOF STRIKE1 DEADLOCK1OVERHEAD STOP
(BLIND ACCESS DOOR)
HARDWARE SET #6STOREFRONT DOOR 121&122
2 PUSH PLATE
(REPLACE THE EXISTING DOOR HARDWARE WITH PUSH PLATES ON BOTH SIDES. DEACTIVATED DOOR MAINTAIN ITS LOCKED STATE DURING BUSINESS HOURS)
HOLLOW METAL DOOR FRAME
FINISHES PER ELEVATION. 5/8" FIRE RATED GYP BOTH SIDES AT RATED PARTITIONS
SCHEDULED PARTITION; SEE PLAN
DOOR PER PLAN
2"
HOLLOW METAL DOOR FRAME
FINISHES PER ELEVATION. 5/8" FIRE RATED GYP BOTH SIDES AT RATED PARTITIONS
SCHEDULED PARTITION; SEE PLAN
2"
SEE PLAN FOR HINGE SIDE AND SWING DIRECTION
SCREW METAL FRAME ANCHORS TO STUD FRAMING
DOOR PER PLAN
HOLLOW METAL DOOR FRAME
DOOR PER PLAN
FLOOR FINISH PER PLAN
CAVITYSLIDER EXTRUDED CONCEALED ALUMINUM TRACK
FINISHES PER ELEVATION. 5/8" FIRE RATED GYP BOTH SIDES AT RATED PARTITIONS
SCHEDULED PARTITION; SEE PLAN
DOOR PER PLAN
SHIM AS REQUIRED2"
WOOD TRIM
FINISHES PER ELEVATION. 5/8" FIRE RATED GYP BOTH SIDES AT RATED PARTITIONS
SCHEDULED PARTITION; SEE PLAN
WOOD TRIM
CAVITY SLIDER POCKET DOOR KITSET
DOOR PER PLAN WOOD TRIM BEYOND
DOOR PER PLAN
FLOOR FINISH PER PLAN
CAVITY SLIDER POCKET DOOR KITSET IN WALL CAVITY
20 GA STEEL STUDS @ DOOR OPENING, TYP.
DOUBLE REINFORCING
FLOOR ANCHOR CLIPS SECURED TO FLOOR WITH NO LESS THAN TWO (2) SUITABLE
FASTENERS SPACED NO LESS THAN 3" APART
RUNNERS FASTENED WITH SCREWS TO STUDS (AT HEIGHT PERMITTING SCREW ATTACHMENT OF FACING)
LOCATE JAMB ANCHOR CLIPS ABOVE HINGE REINFORCEMENTS AND JUST BELOW TOP REINFORCEMENTS -CLIPS ON STRIKE SIDE TO OCCUR DIRECTLY OPPOSITE OF HINGE SIDE
METAL STUDS
METAL STUDS TRACK
(2) #10 SCREWS EACH STUD, TYP.
#10 SCREWS @ 16" O.C., TYP.
(2) METAL STUDS THAT MATCH SIZE & GAGE OF SCHEDULED PARTITIONS
METAL STUD TRACK, GAGE TO MATCH SCHEDULED PARTITION W/ #10 SCREWS @ 16" O.C. EACH SIDE, TYP.
METAL STUDS
METAL STUDS TRACK
(2) #10 SCREWS EACH STUD, TYP.
A1
A2
ALTERNATE
PL. 16GA x 3" SQ. W/ (4) #10 SMS @ 12" O.C. EACH SIDE, FULL HEIGHT, TYP.
PL. 16GA x 3" SQ. W/ (4) #10 SMS @ 12" O.C., FULL HEIGHT, TYP.
CLIP ANGLE 4 x 4 x 16GA EACH SIDE, TYP.
(2) 0.157" DIA. HILTI X-U SHOT PIN W/ 1-1/2" MIN. EMBEDMENT, TYP.
(3) #10 SMS, TYP.
BOTTOM TRACK
B1
B2
Date Description
SHEET NOTES
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
G6.100
DOOR SCHEDULE, ELEVATIONS &HARDWARE
-
GENG TENANT
IMPROVEMENTS
DOOR SCHEDULE
DOOR TYPES
DOOR SCHEDULE
ASSEMBLY DOOR FRAME
Thresh
ASSEMBLY
RATING
Hardware Group Access Control RemarksMark Room Number Location Door Type
Dimensions
Material Finish Material Finish
Details Fire
Rating
Smoke
LabelWidth Height Thickness Head Jamb
100 100 OFFICE (EX) 3' - 0" 7' - 0" 0' - 1 3/4" HM PT-02 HM PT-02 01 / G6.100 02 / G6.100 03 / G6.100 - - 03 YES
101 101 STORAGE (EX) 3' - 0" 7' - 0" 0' - 1 3/4" HM PT-02 HM PT-02 01 / G6.100 02 / G6.100 03 / G6.100 - - 01
102 110 RR (EX) 2' - 6" 7' - 0" 0' - 1 3/4" HM PT-02 HM PT-02 01 / G6.100 02 / G6.100 03 / G6.100 - - 02
109 109 JANITOR B 3' - 0" 6' - 8" 0' - 1 3/4" WD PT-02 HM PT-02 04 / G6.100 05 / G6.100 06 / G6.100 - - 04 (JANITOR'S CLOSET) SINGLE SELF CLOSING DOOR
113 101 STORAGE A 2' - 8" 7' - 0" 0' - 1 3/4" HM PT-01 HM PT-01 01 / G6.100 02 / G6.100 03 / G6.100 - - 05
114 112 (EX) RR (EX) 2' - 6" 7' - 0" 0' - 1 3/4" HM PT-02 (EX) PT-02 --- - - (EX)(EX) DOOR ARE IDENTIFIED AS EXISTING. NO HARDWARE SCHEDULED
120 (EX) 6' - 0 1/8" 9' - 6 1/8" 0' - 1 3/4" (EX) (EX) (EX) (EX)--- (EX) (EX) (EX)(EX) DOOR ARE IDENTIFIED AS EXISTING. NO HARDWARE SCHEDULED
121 (EX) 6' - 0 1/8" 9' - 3 7/8" 0' - 1 3/4" (EX) (EX) (EX) (EX)--- (EX) (EX) 06 (EX) DOOR ARE IDENTIFIED AS EXISTING. HARDWARE SCHEDULED FOR RETROFIT.DEACTIVE & MAINTAIN LOCKED DURING BUSINESS.
122 (EX) 6' - 0" 9' - 3 5/8" 0' - 1 3/4" (EX) (EX) (EX) (EX)--- (EX) (EX) 06 (EX) DOOR ARE IDENTIFIED AS EXISTING. HARDWARE SCHEDULED FOR RETROFIT.DEACTIVE & MAINTAIN LOCKED DURING BUSINESS.
123 107 WAITING AREA (EX) 5' - 11 3/4" 9' - 5 7/8" 0' - 1 3/4" (EX) (EX) (EX) (EX)--- (EX) (EX) (EX)(EX) DOOR ARE IDENTIFIED AS EXISTING. NO HARDWARE SCHEDULED
HARDWARE SETS
DOOR DETAILS
SCALE:3" = 1'-0"
HM DOOR - HEAD DETAIL01 SCALE:3" = 1'-0"
HM DOOR - JAMB DETAIL02 SCALE:3" = 1'-0"
HM DOOR - SILL DETAIL03
SCALE:3" = 1'-0"
POCKET DR - HEAD DETAIL04 SCALE:3" = 1'-0"
POCKET DR - JAMB DETAIL05 SCALE:3" = 1'-0"
POCKET DR - SILL DETAIL06
HARDWARE SPECIFICATIONS
NAME STYLE HARDWARE FINISH MANUFACTURER COMMENT
DEADLOCK L460 622 MATTE BLACK SCHLAGE -
DOOR STOP FS436 622 MATTE BLACK IVES SHIM WITH R436 AS REQUIRED
HINGES 5881 (4.5X4.5)622 MATTE BLACK IVES 3 PER LEAF
KICKPLATE 8400 10" HIGH BLACK-STAINLESS IVES MOUNTED ON PUSH SIDE
LOCKSET L SERIES STYLE M81 622 MATTE BLACK SCHLAGE IC CORE-SCHLAGE C KEY WAY
LOCKSET WITHOCCUPANCY INDICATOR L SERIES STYLE M81 WITH PRIVACYINDICATOR 622 MATTE BLACK SCHLAGE IC CORE-SCHLAGE C KEY WAY
OVERHEAD STOP CHECKMATE SERIES 613E RIXSON CONCEALED AT TOP OF DOOR
PUSH PLATE PP4016U19 4"X16"MATT BLACK DELTANA -
SLIDING DOOR ASSEMBLY CROWDERFRAME TYPE C(SINGLE)KN CROWDER POCKET DOOR KIT
SLIDING DOOR LOCKINGMECHANISM C-80L-CT 622 FLAT BLACK KN CROWDER CYLINDER+THUMB TURN WITHEDGE PULL
SCALE:1 1/2" = 1'-0"
TYPICAL DOOR FRAMING07
SCALE:3" = 1'-0"
TYPICAL DOOR HEAD FRAMING08 SCALE:3" = 1'-0"
TYPICAL DOOR JAMB FRAMING09
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
RECESSED DOWNLIGHTMFR: FOCAL POINTMODEL: FLCS3 -FT -3500K -90CRI -WHSTYLE: ID+3.5" ROUND FRAMELESS DOWNLIGHT
(RESTROOM, JANITOR'S CLOSET)
2x2VLED FIXTUREMFR: FOCAL POINT MODEL: FAML-22 -ACR -3500K -80+CRI -WHSTYLE: AMICA 2x2
(OFFICE)
LF-01
LF-02
LF-04
6" CYLINDER PENDANTMFR: NORA LIGHTING MODEL: NYLI-6CL1WWWACSTYLE: 3500 K, WHITE REFLECTOR, WHITE FLANGE, BLACK CYLINDER
(STORAGE)
LF-07 LED STRIP LIGHTMFR: NORA LIGHTINGMODEL: NUTP 13,120V LED TAPE LIGHT -IP65 RATEDSTYLE: 3000K
(BAR UNDER SHELVING, BAR COVE LIGHTING)
LF-03 TRACK LIGHTMFR: NORA LIGHTINGMODEL: NTE-870, MAC LED TRACK HEAD STYLE:NT-303, 6' ONE-CIRCUIT TRACK (BLACK)
(GOLF PLAY AREA, WAITING AREA)
RECESSED DOWNLIGHTMFR: FOCAL POINTMODEL: FLC2D -RDT -SW -3000K -90CRI -BKSTYLE: ID+2.5" ROUND FRAMELESS DOWNLIGHT
(BAR)
LF-05
LF-06 PICTURE LIGHTMFR: HOUSE OF TROYMODEL: DIRECT WIRE SLIM-LINE PICTURE LIGHTSTYLE: OIL RUBBED BRONZE
(RESTROOM ART WALL)
LF-08 (E) EXIT SIGNMFR: N/AMODEL: N/A
(ENTRY)
LF-02B 6" CYLINDER PENDANTMFR: NORA LIGHTING MODEL: NYLI-6CL1BBBACSTYLE: 3000 K , BLACK REFLECTOR, BLACK FLANGE, BLACK CYLINDER
(GENERAL)
Date Description
FINISH CODE LEGEND
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
1/4" = 1'-0"
G7.100
FINISH, ACCESSORY, EQUIPMENT &PLUMBING FIXTURE SCHEDULE
-
GENG TENANT
IMPROVEMENTS
INTERIOR FINISH SCHEDULE
FINISH DESCRIPTION NSF MANUFACTURER NAME LOCATION COMMENT
CARPET
CPT-01 CARPET @ PLAY AREA TARKETT PEBBLE MESH, COLOR: BLACK BEAM 02632; STYLE:60126 GOLF PLAY AREA -
CPT-02 CARPET @ DISPLAY AREA TARKETT TBD DISPLAY AREA VERIFY WITH OWNER
CONCRETE
CON-01 EXISTING CONCRETE FLOOR WITH EPOXY SEALER, TERROXYTHIN-SET EPOXY TERRAZZO FLOORING SYSTEM TERRAZZO & MARBLE TERROXY THIN-SET EPOXY TERRAZZO FLOORING SYSTEM LEVEL 1 GENERAL FLOOR REPAIR AND PATCH EXITSING FLOOR DAMAGE
PAINT
PT-01 GENERAL PAINT X DUNN-EDWARDS DE6239 LATTE FROTH LRV 81 GENERAL WALLS EGGSHELL (CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL).USE SEMI-GLOSS ARISTOSHIELD (ENAMEL PAINT) @ STORAGE ,JANITOR ROOM WALL & CELING
PT-02 GENERAL PAINT X DUNN-EDWARDS DE6350 DARK ENGINE LRV 5 GOLF PLAY AREA, RESTROOM EGGSHELL (CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL).USE SEMI-GLOSS ARISTOSHIELD (ENAMEL PAINT) @ RESTROOM &BAR WALL & CEILINGL
PLASTIC LAMINATE
PL-01 LAMINATE @ SIMULATOR CONTROL, BAR WORK COUNTER X FORMICA 909 BLACK MATTE FINISH, GRADE 20 GOLF PLAY AREA CONTROL GRADE 20 - VERTICAL POSTFORMING GRADE (VGP)
PL-02 LAMINATE @ STORAGE X FORMICA 7197 DOVER WHITE, GRADE 20 STORAGE GRADE 20 - VERTICAL POSTFORMING GRADE (VGP)
RUBBER
RB-01 4 1/2" RUBBER WALL BASE TARKETT JOHNSONITE TIGHTLOCK CARPET ;40 BLACK GOLF PLAY AREA COVE BASE @ CARPET
SOLID SURFACE
SS-01 COUNTERTOP AND BACKSPLASH@ RESTROOM X CAESARSTONE 3100 JET BLACK RESTROOM POLISHED
SS-02 COUNTERTOP @ BAR X CAESARSTONE 5101 EMPIRA BLACK BAR POLISHED
SS-03 COUNTERTOP @ STORAGE X CAESARSTONE 4600 ORGANIC WHITE STORAGE POLISHED
SPECIALTIES
ACC-15 GRASS PAD @ PLAY AREA SIMINABOX TBD GOLF PLAY AREA TURF PROVIDED BY MANUFACTURER
ACT-01 ACOUSTIC CEILING TILE ARMSTRONG ULTIMA LAY-IN AND TEGULAR 24"X24"OFFICE ACOUSTIC CEILING TILE
COVE-01 COVE BASE @ CONCRETE FLOORING EPOXY SYSTEM INTERNATIONAL 4" EASY COVE GENERAL COLOR TO MATCH ADJOINING WALL COLOR OR CONCRETE BASECOLOR
GR-01 GRAPHIC WALL TBD TBD BY OWNER WAIT AREA VERIFY WITH OWNER
STN-01 STONE CLADDING GENSTONE STACKED STONE IRON ORE FAUX STONE SIDING PANEL; COLOR:IRON ORE STONE FEATURE WALL GROUT MATCH STONE COLOR
TR-01 FLOOR TRANSITION TARKETT JOHNSONITE WHEELED TRAFFIC TRANSITIONS, CTA-63-P GOLF PLAY AREA EGGSHELL (CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL)
TR-02 STAINLESS STEEL TRIM @ STONE EDGE SCHLUTER SYSTEMS SCHLUTER QUADEC STONE FEATURE WALL GROUT MATCH STONE COLOR
WOOD
WD-01 WOOD CLADDING PANELING THE WOOD VENEER HUB BLACK COLOR ACOUSTIC SLAT WALL PANELS BAR FRONT -
FINISH
EQUIPMENT SCHEDULE
ACCESSORY
EQUIPMENT SCHEDULE
TYPE MARK TYPE NAME MANUFACTURER MODEL NSF/ANSI COLOR / FINISH COMMENTS
EQ-01 ESPRESSO MACINE LA MARZOCCO LINEA MINI X STAINLESS STEEL
EQ-02 12"W X 24"D SPEED UNIT WITH DUMP SINK, SPEED RINSER & CABINET Krowne Metal KR24-MS12-C X STAINLESS STEEL
EQ-03 STORAGE CABINET W/ DRAINBOARD TOP Krowne Metal KR24-S48 X STAINLESS STEEL
EQ-04 60"W X 19"D THREE COMPARTMENT BAR SINK Krowne Metal KR18-53C X STAINLESS STEEL
EQ-05 DISHWASHER CMA 180-UC X STAINLESS STEEL
EQ-06 24" 4-TIER LIQUOR DISPLAY Krowne Metal KR-3T24-R X STAINLESS STEEL
EQ-07 12" TRASH STATION W/ STAINLESS STEEL DOOR Krowne Metal KR18-T12 X STAINLESS STEEL
EQ-08 UNDERCOUNTER MEDIUM CUBE ICE MACHINE SCOTSMAN UC2024MA-1 X STAINLESS STEEL
EQ-09 73" THREE-DOOR REMOTE BACK BAR COOLER (BEER)DUKERS DBB72-H3 3 DOOR BAR AND BEVERAGE COOLER X STAINLESS STEEL
EQ-10 30" WIDE BUILT-IN WINE/BEVERAGE CENTER DUKERS DBB48-H2 2-Door Bar and Beverage Cooler X STAINLESS STEEL
EQ-11 COMMERCIAL MICROWAVE SUMMIT SCM1000SS X STAINLESS STEEL
EQ-12 HOT WATER MACHINE BUNN Bunn 02500.0001 X STAINLESS STEEL
EQ-13 REACH IN REFRIGERATOR EVEREST FRSS2323AS X STAINLESS STEEL
EQ-14 DRAFT BEER COOLER Krowne Metal TBD‐2SDD‐N6 X STAINLESS STEEL
EQ-15 AMBIENT (UNHEATED) AIR CURTAIN Berner International Corp.AHD10-2096A - BLACK
ACCESSORY SCHEDULE
TYPE MARK DESCRIPTION MANUFACTURER MODEL MOUNT TYPE COLOR / FINISH DIMENSION COMMENTS
ACC-01 PAPER TOWEL DISPENSER Bobrick B-9262.MBLK WALL MOUNTED MATT BLACK
ACC-02 HAND DRYER Bobrick B-7179.MBLK WALL MOUNTED MATT BLACK
ACC-03 SEAT-COVER DISPENSER Bobrick Washroom Equipment, Inc.B-221.MBLK WALL MOUNTED MATT BLACK
ACC-04 TOILET TISSUE DISPENSER & UTILITY SHELF Bobrick B-540.MBLK WALL MOUNTED MATT BLACK
ACC-05 SANITARY NAPKIN DISPOSAL Bobrick Washroom Equipment, Inc.B-3513.MBLK WALL MOUNTED MATT BLACK
ACC-06 SOAP DISPENSER Bobrick B-824.MBLK COUNTER MOUNTED MATT BLACK 24 W x 3 D x 4"H MOUNT AT 60" ABOVE FLOOR FINISH
ACC-07 DOUBLE 50 QT. PULL-OUT-SOFT-CLOSE WASTE CONTAINER REV-A-SHELF 53 WC SERIES BOTTOM MOUNTED GREY
ACC-08 48" DRINK RAIL DRAINER Krowne Metal KR-DR48 TOP MOUNTED STAINLESS STEEL
ACC-09 36" DRINK RAIL DRAINER Krowne Metal KR-DR36 TOP MOUNTED STAINLESS STEEL
ACC-10 STANDARD MOP/BROOM HOLDER - WHITE WITH SHELF U-LINE H-2555 WALL MOUNTED STAINLESS STEEL 34 x 5 x 7"
ACC-11 GRAB BAR 42"Bobrick B-9806X42.MBLK WALL MOUNTED MATT BLACK PROVIDE BLOCKING IN WALL IF NECESSARY
ACC-12 GRAB BAR 36"Bobrick B-9806X36.MBLK WALL MOUNTED MATT BLACK PROVIDE BLOCKING IN WALL IF NECESSARY
ACC-13 COM MIRROR WALL MOUNTED SEE A3.100ELEVATION
ACC-14 COAT HOOK LIBERTY B29527-C-FB DOOR MOUNTED FLAT BLACK MOUNTED 48" AFF CENTERED ON DOOR
ACC-15 24" X 60" NSF STAINLESS STEEL 4-SHELF KIT WITH 64" POSTS REGENCY #460SW2460K64 -STAINLESS STEEL
PLUMBING FIXTURE SCHEDULE
PLUMBING FIXTURE SCHEDULE
TYPE MARK TYPE NAME MANUFACTURER MODEL NSF / ANSI MOUNT TYPE COLOR / FINISH COMMENTS
P-03 HANDWASH SINK KOHLER Co.K-8189-7 X COUNTER MOUNTED BLACK LOCATION: RESTROOM
P-04 HANDWASH FAUCET BOBRICK B-8878 X COUNTER MOUNTED BLACK MATT LOCATION: RESTROOM
P-05 WATER CLOSET AMERICAN STANDARD 215AA.104.020 X FLOOR MOUINTED WHITE LOCATION: RESTROOM
P-06 MOP SINK, CORNER UNIT KOHLER Co.K-6710 FLOOR MOUINTED WHITE LOCATION: JANITOR'S CLOSET
P-07 SERVICE SINK FAUCET KOHLER Co.K-730T70-4AR-CP WALL MOUNTED STAINLESS STEEL LOCATION: JANITOR'S CLOSET, PROVIDE BACK FLOW/BACK-SIPHONAGE PROTECTION
P-08 3" FLOOR DRAIN ZURN Z415B FLOOR MOUNTED STAINLESS STEEL LOCATION: JANITOR'S CLOSET, RESTROOM, STORAGE, BAR
P-09 12" x 12" x 6" FLOOR SINK ZURN Z1900-RL FLOOR MOUNTED STAINLESS STEEL LOCATION:BAR
P-10 COMMERCIAL LIGHT DUTY 50 GAL. 240 VOLT 9 KW MULTI PHASE FIELDCONVERTIBLE ELECTRIC TANK WATER HEATER American Standard CE-52-AS --LOCATION:BOILER ROOM
LIGHTING FIXTURE SCHEDULE
CC##CAST IN PLACE CONCRETECL##CEILINGSCP##CARPETINGDF##DECORATIVE FINISHINGES##ENTRANCES AND STOREFRONTS, ALUMINUM FRAMEDGL##GLAZINGMT##AWNINGSMT##DECORATIVE METALSMT##METAL PLATE WALL PANELMB## METAL BASEPF##PLASTIC FABRICATIONSPL##PLASTIC-LAMINATED-FACED ARCHITECTURAL CABINETSPS##CEMENT PLASTERINGPT##PAINTINGRB##RESILIENT WALL BASERF##STANDING SEAM ROOFINGRS##RESILIENT SHEET FLOORINGRT##RESILIENT TILE FLOORINGSC##STONE COUNTERTOPSST##STONE FACINGTL##TILINGTR##TERRACOTTA RAINSCREEN WALL PANELSUM##BRICK VENEER MASONRYUP##UPHOLSTERED SEATINGWA##WALL PANELSWB##WOOD BASEWC##SOUND ABSORBING WALL UNITWC##WALL COVERINGWC##WOOD VENEER WALL PANELWD##INTERIOR ARCHITECTURAL WOODWORKWF##WOOD FLOORINGWM##ENTRANCE FLOOR MATS AND FRAMES (WALK-OFF MAT)
NOTES:1. ALL ITEMS LISTED ABOVE MAY NOT BE USED.2. LOCATIONS NOTED IN SCHEDULE DO NOT INDICATE ALL LOCATIONS. SEE DRAWINGS FOR EXTENT OF WORK.
TURBO AIR
ROOM FINISH SCHEDULE
ROOM NAME FLOOR WALLS CEILING COVE BASE
(EX) RR SMOOTH CERAMIC TILE GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, DARK GREY DRYWALL CEILING; SEMI-GLOSS,SMOOTH PAINT, DARK GREY 4" HIGH, 3/8" EPOXYRADIU COVE BASE
BAR TROWELED EPOXYMONOLITHIC FLOOR -SMOOTH
GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, DARK GREY DRYWALL CEILING; SEMI-GLOSS,SMOOTH PAINT, DARK GREY 4" HIGH, 3/8" EPOXYRADIU COVE BASE
BOILER ROOM TROWELED EPOXYMONOLITHIC FLOOR -SMOOTH
GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, WHITE ( 70%LIGHT REFLECTANCE VALUE)
DRYWALL CEILING; SEMI-GLOSS,SMOOTH PAINT, WHITE ( 70% LIGHTREFLECTANCE VALUE)
4" HIGH, 3/8" EPOXYRADIU COVE BASE
DISPLAY TBD GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, DARK GREY OPEN CEILING TBD
INDOOR GOLF PEBBLE MESH, CARPET GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, DARK GREY DRYWALL CEILING; SEMI-GLOSS,SMOOTH PAINT, DARK GREY 4" 1/2" RUBBERFLOOR BASE
INDOOR GOLF PEBBLE MESH, CARPET GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, DARK GREY DRYWALL CEILING; SEMI-GLOSS,SMOOTH PAINT, DARK GREY 4" 1/2" RUBBERFLOOR BASE
JANITOR TROWELED EPOXYMONOLITHIC GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, WHITE ( 70%LIGHT REFLECTANCE VALUE)
DRYWALL CEILING; SEMI-GLOSS,SMOOTH PAINT, WHITE ( 70% LIGHTREFLECTANCE VALUE)
4" HIGH, 3/8" EPOXYRADIU COVE BASE(INCLUDE JANITORSINK)
OFFICE TROWELED EPOXYMONOLITHIC FLOOR -SMOOTH
GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, WHITE ( 70%LIGHT REFLECTANCE VALUE)
DROP CEILING VINYL FACEDPANEL; SMOOTH. WHITE 4" HIGH, 3/8" EPOXYRADIU COVE BASE
RR TROWELED EPOXYMONOLITHIC FLOOR -SMOOTH
GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, DARK GREY DRYWALL CEILING; SEMI-GLOSS,SMOOTH PAINT, DARK GREY 4" HIGH, 3/8" EPOXYRADIU COVE BASE
STORAGE TROWELED EPOXYMONOLITHIC FLOOR -SMOOTH
GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, WHITE ( 70%LIGHT REFLECTANCE VALUE)
DRYWALL CEILING; SEMI-GLOSS,SMOOTH PAINT, WHITE ( 70% LIGHTREFLECTANCE VALUE)
4" HIGH, 3/8" EPOXYRADIU COVE BASE
WAITING AREA TROWELED EPOXYMONOLITHIC FLOOR -SMOOTH
GYPSUM BOARD; SEMI-GLOSS,SMOOTH PAINT, DARK GREY DRYWALL CEILING; SEMI-GLOSS,SMOOTH PAINT, DARK GREY 4" HIGH, 3/8" EPOXYRADIU COVE BASE
ROOM FINISH
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
4
4
4
4
4
Date Description
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G8.100
EXISTING CONIDTIONS
-
GENG TENANT
IMPROVEMENTS
3 2022/11/14 ISSUE FOR BUILDING PERMIT
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
G9.100
BUILDING INTERIOR RENDERINGS
-
GENG TENANT
IMPROVEMENTS
NOTE: ALL ELEMENTS SHOWN ON THIS DRAWING ARE FOR DIAGRAMMATIC PURPOSES ONLY. REFER TO CONSTRUCTION DRAWINGS FOR SPECIFIC SIZES, DETAILS, AND CONDITIONS.
1 2022/10/02 ISSUE FOR 100% SD
3 2022/11/14 ISSUE FOR BUILDING PERMIT
T
G G G G
G G G
UP
+42"
T.O.W.
+42"
T.O.W.
+42"
T.O.W.
+42"
T.O.W.
+42"
T.O.W.
+42"
T.O.W.
+42"
T.O.W.
+42"
T.O.W.
TAPERED
+6"
CURB
+6"
CURB
+6"
CURB
+6"
CURB
+6"
CURB
+6"
CURB
+6"
CURB
+42"
T.O.W.
RAMP SLOPE
15% MAX
RA
M
P
S
L
O
P
E
20
%
M
A
X
RAMP SLOPE10% MAX
RAMP SLOPE
4% MAX
ELEV +0'-0"
RAM P SLOPE
20% MAX
UP
ELEV +14'- 6"
DOWN
5
4
3
2
1
3.2
3.1
3
A4.02
3
A4.02
1
A4.01
1
A4.01
16'-0"33'-0"30'-0"31'-6"31'-0"33'-0"29'-0"27'-6"4'-6"
12
'
-
0
"
15
'
-
3
"
31
'
-
6
"
34
'
-
0
"
13
'
-
0
1_2"
1'
-
6
"
235'-6"
12
6
'
-
0
1_2"
6'-
2
"
12
'
-
7
"
4
A4.02
4
A4.02
2
A4.01 2
A4.01
3
A4.02
3
A4.02
1
A4.01
1
A4.01
A B C D E F G H I
5
4
3
2
1
3.2
3.1
1.0
5.1
A.0
UP
16'-0"33'-0"30'-0"31'-6"31'-0"33'-0"29'-0"27'-6"4'-6"
12
'
-
0
"
15
'
-
3
"
31
'
-
6
"
34
'
-
0
"
13
'
-
0
1_2"
1'
-
6
"
235'-6"
12
6
'
-
0
1_2"
6'-
2
"
12
'
-
7
"
4
A4.02
4
A4.02
2
A4.01 2
A4.01
3
A4.02
3
A4.02
1
A4.01
1
A4.01
A B C D E F G H I
5
4
3
2
1
3.2
3.1
1.0
5.1
A.0
D
N
U
P
STOP
ST
O
P
STOP
GF
I
AV
AV
AV
GFI
D
D D
GF
I
G
F
I
D
D
D
D
D
D
D
GF
I
SCOPE OF WORK
PROJECT SITE
TENANT IMPROVE
BAR/INDOOR GOLF
TRASH ENCLOSURE (3 CUBIC YARDS DUMPSTER)
WATER METER -SEE PLUMBING DWGS,
GAS METER -SEE PLUMBING DWGS,
TRASH PATH = 143' -0"
NOTE: THIS PLAN IS PROVIDED FOR REFERENCE ONLY. ACCESSIBLE PATH OF TRAVEL ROUTES, ACCESSIBLE PARKING STALLS, REQUIRED ACCESSIBLE SIGNAGE AND ACCESSIBLE RESTROOMS WERE APPROVED UNDER A SEPARATE SUBMITTAL BY OTHERS WHICH SHALL REMAIN UNCHANGED OR UNALTERED U.N.O
Date Description
SHEET NOTES
GENERAL NOTES
LEGEND
Ref North
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
1" = 10'-0"
AS1.000
SITE PLAN - FOR REFERENCE
-
GENG TENANT
IMPROVEMENTS
SCALE:1" = 10'-0"
SITE PLAN1
1 2022/10/02 ISSUE FOR 100% SD
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
1
2
2
3
3
ABOVE
ABOVE
4
4 4
4
4
4
4
4
4
4
5
ABOVE
5
ABOVE
6
7
42' - 0"
16' - 1"
1
2
3
4
PREP/PATCH EXISTING CONCRETE FLOOR TO RECEIVE EPOXY FLOORING
REMOVE EXISTING DOOR HARDWARE
REMOVE EXISTING EXIT SIGN
PREP/PATCH EXISTING CONCRETE SURFACE TO RECEIVE NEW FINISH
5 (E) EXIT SIGN, FIRE STORBE LIGHT, SMOKE DETECTOR, TO BE PROTECTED AND REINSTALLED DURING CONSTRUCTION PHASE
6 CHANGING (E) GENDER NEUTRAL RESTROOM TO MEN'S RESTROOM
7 DEMO (E) GROUND, DIG 2" DOWN
XXXXXX DOOR REFERENCE NUMBER(REFER TO G6.100 & G6.200)
ALIGN WITH ESTABLISHED / ADJACENT SURFACES TAG
ALIGN
ROOM NAME101
ROOM NAME
ROOM NUMBER
XX
W.9 COLUMN LINE GRID REFERENCE NUMBER
COLUMN LINE GRID LINE REFERENCE NUMBER
A101
1
SIM
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
NEW PARTITIONS
EXISTING CONSTRUCTON TO REMAIN
MILLWORK ABOVE
MILLWORK
Ref label
XXXX.XX
1
1
1
1
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
SHEET NUMBER
DIRECTION OF ELEVATION
REVISION REFERENCE
REVISION CLOUD DEPICTING AREA OF REVISION
AREA NOT IN SCOPENIC
Date Description
SHEET NOTES
GENERAL NOTES
LEGEND
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
DM1.000
DEMOLITION PLANS
-
GENG TENANT
IMPROVEMENTS
SCALE:1/4" = 1'-0"
DEMO PLAN01
1. ALL EXISTING ELEMENTS ARE SHOWN FOR REFERENCE AND REQUIRE VERIFICATION. NOTIFY ARCHITECT OF ANY DISCREPANCY OR CONFLICT WITH PROPOSED MODIFICATIONS. 2. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.3. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. 4. PROTECT INTEGRITY OF BUILDING AND SITE UTILITIES SUCH AS ELECTRICAL, PLUMBING, AND GAS TO REMAIN. 5. ENSURE CONTINUOUS OPERATION OF EXISTING SECURITY AND FIRE, LIFE SAFETY SYSTEMS, COORDINATE WITH OWNER PRIOR TO REMOVAL/DISCONNECT OF SECURITY OR FIRE/LIFE SAFETY ITEMS ASSOCIATED WITH SCOPE OF DEMOLITION.6. MAINTAIN INTEGRITY OF FIRE SPRINKLER SYSTEM.7. ALL (E) GLASS AND FRAMES TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTIONS. 8. ALL FIRE RATING FOR ALL EXITSING STRUCTURAL MEMBERS SHALL BE MAINTAINED AT ALL TIMES9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING PHASING FOR DEMO WORK.
1 2022/10/02 ISSUE FOR 100% SD
3 2022/11/14 ISSUE FOR BUILDING PERMIT
13' - 4 3/4"
26
'
-
5
3
/
4
"
13' - 9 1/2"
105.93 SF
STORAGE101
58.87 SF
OFFICE100
244.48 SF
BAR104
917.53 SF
INDOOR
GOLF105
429.33 SF
INDOOR
GOLF106
91.99 SF
WAITING
AREA107
82.54 SF
DISPLAY108
MAIN ENTRY
ENTRY
(E) ADA RESTROOM
NIC
________________02A3.100
A4.100 0807
06
10
A4.100
05
A4.100
09
A4.101 1106
03
A4.101
09
0407
01
02
A4.10108 02
10
05
17.42 SF
JANITOR109
1
2
2
A3
A
A3
A
A3A
A3A
A3
A
A3A
________________01A3.101
100
101 102
EQ-13
ACC-02
ACC-01
14.85 SF
BOILER
ROOM113
113
109
1/4"/1'-0" SLOPE1/4"/1'-0" SLOPE
24.99 SF
RR110
50.48 SF
(EX) RR112
________________03A7.101
5'
-
1
3
/
4
"
8' - 8"
8'
-
1
0
"
7'
-
2
"
EL. 0"
5
6
6
01A5.101
TYP
7
8
8
1' - 10"
7
7
7
6
6
6
6'
-
1
1
"
________________07A5.101
7' - 10 1/2"
13
'
-
6
1
/
2
"
1' - 5"1' - 6"7' - 11"
11
11
11
P-09
P-10
4
120121
122 123
12
12
XXXXXX DOOR REFERENCE NUMBER(REFER TO G6.100 & G6.200)
ALIGN WITH ESTABLISHED / ADJACENT SURFACES TAG
ALIGN
ROOM NAME101
ROOM NAME
ROOM NUMBER
XX
W.9 COLUMN LINE GRID REFERENCE NUMBER
COLUMN LINE GRID LINE REFERENCE NUMBER
A101
1
SIM
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
NEW PARTITIONS
EXISTING CONSTRUCTON TO REMAIN
MILLWORK ABOVE
MILLWORK
Ref label
XXXX.XX
1
1
1
1
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
SHEET NUMBER
DIRECTION OF ELEVATION
REVISION REFERENCE
REVISION CLOUD DEPICTING AREA OF REVISION
AREA NOT IN SCOPENIC
(E) ADA RESTROOM
NIC
LF-01
LF-01
1' - 8"
EQ
EQ
2' - 6"
EQ
EQ
EQ EQ
4' - 8 3/8"
EQ
EQEQEQ
LF-01
LF-01
PT02
9' - 0"
PT-02
10' - 2"
ACT-01
8' - 1"
LF-03 LF-03
LF-04
LF-04
LF-05
LF-05
LF-05
LF-05
LF-05
LF-06
3'
-
4
"
3'
-
6
"
3'
-
6
"
3'
-
6
"
3'
-
6
"
8"
LF-07
1'
-
6
"
6' - 10"4' - 0"
BAR104
INDOOR
GOLF105
INDOOR
GOLF106
WAITING
AREA107
DISPLAY108
JANITOR109
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ 5' - 10"
LF-02B
LF-02B
LF-02B
LF-02B
LF-02B
LF-02B
EQ EQ EQ 7' - 4"
LF-02B LF-02B
ABOVE CEILING
PT-02
8' - 1"
PT-02
8' - 1"
OFFICE100
PT-02
11' - 6"
PT-02
9' - 2"
LF-07ABOVE CEILING
HDMI
3
LF-03
2' - 3"
LF-03
LF-03
PT-02
8' - 1"
HDMI
3
LF-03
LF-02B
2'
-
4
"
EQ EQ
ACT-01
EQ EQ EQ
3'
-
6
"
3'
-
6
"
2'
-
4
"
STORAGE101
PT-01
10' - 0"
LF-01
LF-01
LF-01
EQ EQ
1'
-
6
"
PT-01
10' - 0"EQ
EQ
LF-01
5
(E)
(E)
EQ
B
EQ
B
EQ
A
EQ
A
EQ
C
EQ
C
1'
-
3
"
2'
-
5
"
3' - 2"2' - 3"
1'
-
3
"
1' - 0"
4
17' - 3"
PT-02
10' - 2"
9'
-
7
"
2' - 3"
1'
-
3
"
2'
-
5
"
HDMI
3
4
9'
-
6
"
HDMI
3
4
1'
-
3
"
2'
-
5
"
2' - 3"
3'
-
5
"
2' - 3"
9
9
9
9
9
9
10
EQ-15
EQ-15
LF-03
6"
FILL IN 6" SLOPE DEPRESSION.1
2 EXISTING DOUBLE DOOR WILL BE PERMANENTALY CLOSED. NOT IN USE. REPLACE EXSTING HARDWARE TO PUSH PLATE. SEE G6.100 DOOR SCHEDULE FOR DETAIL.
3 PROJECTOR PROVIDED BY GOLF SIMULATOR MANUFACTURER. VERIFY W/OWNER.
GOLF SIMULATOR CAMERA . VERIFY W/OWNER. 4
5 EXISTING STRUCTURAL COLUMN
6 SLOPE FOR DRAINAGE
7
8
SOLID SURFACE COUNTERTOP, PROVIDE STEEL FRAMING AS NEEDED
WALL CAVITY
14"x14" CEILING ACCESS PANEL, MATCH CEILING COLOR TYP. GC PROVIDE9
10 PROTECTION CUSHION. VERIFY W/ OWNER
PROVIDE FLOOR SINK11
RESTROOM ROOM SIGNAGE TO BE GENDER NEUTRAL, TYP.12
MS
S
FIN CLG HEIGHT SYMBOL
GRID STARTPOINT SYMBOL
MOTION SENSOR
CLG MTD SPEAKER
CLG MTD CAMERA
CLG MTD SPRINKLER HEAD
CLG MTD SMOKE DETECTOR
E DENOTES EXISTING TO REMAIN
R DENOTES EXIST TO BE RELOCATED
ACCESS DOOR
xx
xx xx
xx
xx
CLG MTD STROBE LT
LIGHTING GRID
CLG HEIGHT CHANGE
xx'-xx"
xx'-xx"
X'-X"
XXXX CLG TYPE TAG
CLG MTD EXIT SIGNS
WALL MTD EXIT SIGNS - PARALLEL
WALL MTD EXIT SIGNS -PERPENDICULAR
EXISTING WALL TO REMAIN
NEW MASONRY WALL
NEW FRAMED WALL
1. ANY AND ALL DEVIATIONS IN CEILING HEIGHTS DUE TO EXISTING CONDITIONS OR NEW OBSTRUCTIONS TO BE REPORTED TO ARCHITECT PRIOR TO INSTALLATIONS.2. COORDINATE ALL ELECTRICAL AND DATA RECEPTACLES WITH MILLWORK PRIOR TO INSTALLATION.3. LINEAR TRACK GROUPINGS ARE APPROXIMATE IN NATURE AND DO NOT CONSIDER ALL OVERHEAD COORDINATION REQUIEMENTS. GC RESPONSIBLE FOR COORDINATNG ACROSS ALL TRADES, GC SHALL REVIEW AND NOTIFY ARCHITECT OF CONFLICTING HEAD GROUPINGS AND NOTIFY ARCHITECT WITH PLAN MARK-UP SHOWING AREAS REQUIRING ATTENTION.4. GC TO COORDINATE SUSPENDED PIPE GRID LOCATIONS TO AVOID CONFLICTS.5. ALL ACCESS PANELS TO BE COORDINATED WITH LIGHTING AND OTHER DEVICE LAYOUTS. LOCATIONS TO BE SUBMITTED TO ARCHITECT AND MEP ENGINEERS FOR REVIEW. 6. ALL WALL TO PAINTED PT-02. U.N.O7. ALL WALL BASE TO BE COVE-01. U.N.O8. ALL GROUND TO BE CON-01 U.N.O
RECESSED DOWNLIGHTMFR: FOCAL POINTMODEL: FLCS3 -FT -3500K -90CRI -WHSTYLE: ID+3.5" ROUND FRAMELESS DOWNLIGHT
(RESTROOM, JANITOR'S CLOSET)
2x2VLED FIXTUREMFR: FOCAL POINT MODEL: FAML-22 -ACR -3500K -80+CRI -WHSTYLE: AMICA 2x2
(OFFICE)
LF-01
LF-02
LF-04
6" CYLINDER PENDANTMFR: NORA LIGHTING MODEL: NYLI-6CL1WWWACSTYLE: 3500 K, WHITE REFLECTOR, WHITE FLANGE, BLACK CYLINDER
(STORAGE)
LF-07 LED STRIP LIGHTMFR: NORA LIGHTINGMODEL: NUTP 13,120V LED TAPE LIGHT -IP65 RATEDSTYLE: 3000K
(BAR UNDER SHELVING, BAR COVE LIGHTING)
LF-03 TRACK LIGHTMFR: NORA LIGHTINGMODEL: NTE-870, MAC LED TRACK HEAD STYLE:NT-303, 6' ONE-CIRCUIT TRACK (BLACK)
(GOLF PLAY AREA, WAITING AREA)
RECESSED DOWNLIGHTMFR: FOCAL POINTMODEL: FLC2D -RDT -SW -3000K -90CRI -BKSTYLE: ID+2.5" ROUND FRAMELESS DOWNLIGHT
(BAR)
LF-05
LF-06 PICTURE LIGHTMFR: HOUSE OF TROYMODEL: DIRECT WIRE SLIM-LINE PICTURE LIGHTSTYLE: OIL RUBBED BRONZE
(RESTROOM ART WALL)
LF-08 (E) EXIT SIGNMFR: N/AMODEL: N/A
(ENTRY)
LF-02B 6" CYLINDER PENDANTMFR: NORA LIGHTING MODEL: NYLI-6CL1BBBACSTYLE: 3000 K , BLACK REFLECTOR, BLACK FLANGE, BLACK CYLINDER
(GENERAL)
Date Description
SHEET NOTES
GENERAL NOTES
LEGEND
Ref North
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A2.000
CONSTRUCTION PLAN & REFLECTEDCEILING PLAN
-
GENG TENANT
IMPROVEMENTS
SCALE:1/4" = 1'-0"
GROUND FLOOR CONSTRUCTION PLAN02
SCALE:1/4" = 1'-0"
GROUND FLOOR RCP01 1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
LIGHTING FIXTURE SCHEDULE
106 SF
STORAGE101
OFFICE100
244 SF
BAR104
918 SF
INDOOR
GOLF105
429 SF
INDOOR
GOLF106
WAITING
AREA107
83 SF
DISPLAY108
MAIN ENTRY
ENTRY
(E) ADA RESTROOM
NIC
17 SF
JANITOR109
ACC-15CPT-01
ACC-15
CON-01
CON-01
CPT-02
STN-01
STN-01
STN-01
STN-01
PT-01
PT-01
PT-01
CON-01
CON-01
CON-01
RB-01 RB-01
PT-01
03A5.101
TYP
________________
03A5.101
TYP
________________
24.99 SF
RR110 50.48 SF
(EX) RR112
14.85 SF
BOILER
ROOM113
1
1
1
2
2
EL. 0"
4"
2'
-
1
1
"
3'
-
7
"
8'
-
1
1
"
2'
-
7
"
6'
-
1
1
"
3'
-
8
"
2'
-
7
"
3'
-
1
1
"
6'
-
1
1
"
42
'
-
0
"
ACC-15
2
ACC-15
2
EQ-02
EQ-13
1
2
3
4
5
CPT-01
CON-01
ACC-01
3'X5' ANTI-FATIGUE FLOOR MAT WITH BEVELED EDGE -1/2" THICK
HITTING MAT PROVIDE BY OTHERS.
(N) GOLF BAG STAND, VERIFY WITH OWNER
(N) DISPLAY SHELF WITH INTERGRATED LIGHTING, VERIFY WITH OWNER
WATER HEATER P-10. SEE MEP DRAWINGS
PROVIDE FLOOR SINK11
EXISTING SELF-CLOSING DOOR, TYP 12
EXISTING FIXED CURTAIN WALL STOREFRONT, TYP
13
105.93 SF
STORAGE101
58.87 SF
OFFICE100
244.48 SF
BAR104
917.53 SF
INDOOR
GOLF105
429.33 SF
INDOOR
GOLF106
91.99 SF
WAITING
AREA107
82.54 SF
DISPLAY108
(E) ADA RESTROOM
NIC25 SF
RR110
17.42 SF
JANITOR109
50.48 SF
(EX) RR112
14.85 SF
BOILER
ROOM113
EQ EQ
8'
-
1
0
"
2
2
2
2
EL. 0"
34
5
XXXXXX DOOR REFERENCE NUMBER(REFER TO G6.100 & G6.200)
ALIGN WITH ESTABLISHED / ADJACENT SURFACES TAG
ALIGN
ROOM NAME101
ROOM NAME
ROOM NUMBER
XX
W.9 COLUMN LINE GRID REFERENCE NUMBER
COLUMN LINE GRID LINE REFERENCE NUMBER
A101
1 SIM
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
NEW PARTITIONS
EXISTING CONSTRUCTON TO REMAIN
MILLWORK ABOVE
MILLWORK
Ref label
XXXX.XX
1
1
1
1
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
SHEET NUMBER
DIRECTION OF ELEVATION
REVISION REFERENCE
REVISION CLOUD DEPICTING AREA OF REVISION
AREA NOT IN SCOPENIC
1. ANY AND ALL DEVIATIONS IN CEILING HEIGHTS DUE TO EXISTING CONDITIONS OR NEW OBSTRUCTIONS TO BE REPORTED TO ARCHITECT PRIOR TO INSTALLATIONS.2. COORDINATE ALL ELECTRICAL AND DATA
RECEPTACLES WITH MILLWORK PRIOR TO INSTALLATION.3. LINEAR TRACK GROUPINGS ARE APPROXIMATE IN NATURE AND DO NOT CONSIDER ALL OVERHEAD COORDINATION REQUIEMENTS. GC RESPONSIBLE FOR COORDINATNG ACROSS ALL TRADES, GC SHALL REVIEW AND NOTIFY ARCHITECT OF CONFLICTING HEAD GROUPINGS AND NOTIFY ARCHITECT WITH PLAN MARK-UP SHOWING AREAS REQUIRING ATTENTION.4. GC TO COORDINATE SUSPENDED PIPE GRID LOCATIONS TO AVOID CONFLICTS.5. ALL ACCESS PANELS TO BE COORDINATED WITH LIGHTING AND OTHER DEVICE LAYOUTS. LOCATIONS TO BE SUBMITTED TO ARCHITECT AND MEP ENGINEERS FOR REVIEW. 6. ALL WALL TO PAINTED PT-02. U.N.O7. ALL WALL BASE TO BE COVE-01. U.N.O8. ALL GROUND TO BE CON-01 U.N.O
Date Description
KEY NOTES
GENERAL NOTES
LEGEND
Ref North
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A2.100
FLOOR FINISH & FURNITURE PLAN
-
GENG TENANT
IMPROVEMENTS
SCALE:1/4" = 1'-0"
GROUND FLOOR FINISH PLAN02
SCALE:1/4" = 1'-0"
FURNITURE PLAN01 1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
106 SF
STORAGE101
OFFICE100
244 SF
BAR104
918 SF
INDOOR
GOLF105
429 SF
INDOOR
GOLF106
WAITING
AREA107
83 SF
DISPLAY108
MAIN ENTRY
ENTRY
(E) ADA RESTROOM
NIC
17 SF
JANITOR109
ACC-15CPT-01
CON-01
24.99 SF
RR110 50.48 SF
(EX) RR112
14.85 SF
BOILER
ROOM113
EL. 0"
4"
ACC-15
ACC-15
EQ-07
EQ-07
EQ-02
EQ-04
EQ-14
EQ-03
EQ-08
EQ-10
EQ-09
EQ-13
EQ-05
EQ-11
2
2
2
2
5
11
11
ACC-10ABOVE
P-06
TOTAL 21'9" LINEAR FEET FOR STORAGE OF DRY GOODS.
4
7' - 10"
13
'
-
1
1
"
ACC-15
12
12
1313
13 13
P-09
P-09
11
P-08
P-08
P-08
P-08
P-08
P-08
P-08
P-10
P-08
EQ-15ABOVE
EQ-15ABOVE
1. ANY AND ALL DEVIATIONS IN CEILING HEIGHTS DUE TO EXISTING CONDITIONS OR NEW OBSTRUCTIONS TO BE REPORTED TO ARCHITECT PRIOR TO INSTALLATIONS.2. COORDINATE ALL ELECTRICAL AND DATA
RECEPTACLES WITH MILLWORK PRIOR TO INSTALLATION.3. LINEAR TRACK GROUPINGS ARE APPROXIMATE IN NATURE AND DO NOT CONSIDER ALL OVERHEAD COORDINATION REQUIEMENTS. GC RESPONSIBLE FOR COORDINATNG ACROSS ALL TRADES, GC SHALL REVIEW AND NOTIFY ARCHITECT OF CONFLICTING HEAD GROUPINGS AND NOTIFY ARCHITECT WITH PLAN MARK-UP SHOWING AREAS REQUIRING ATTENTION.4. GC TO COORDINATE SUSPENDED PIPE GRID LOCATIONS TO AVOID CONFLICTS.5. ALL ACCESS PANELS TO BE COORDINATED WITH LIGHTING AND OTHER DEVICE LAYOUTS. LOCATIONS TO BE SUBMITTED TO ARCHITECT AND MEP ENGINEERS FOR REVIEW. 6. ALL WALL TO PAINTED PT-02. U.N.O7. ALL WALL BASE TO BE COVE-01. U.N.O8. ALL GROUND TO BE CON-01 U.N.O
1
2
3
4
5
CPT-01
CON-01
ACC-01
3'X5' ANTI-FATIGUE FLOOR MAT WITH BEVELED EDGE -1/2" THICK
HITTING MAT PROVIDE BY OTHERS.
(N) GOLF BAG STAND, VERIFY WITH OWNER
(N) DISPLAY SHELF WITH INTERGRATED LIGHTING, VERIFY WITH OWNER
WATER HEATER P-10. SEE MEP DRAWINGS
PROVIDE FLOOR SINK11
EXISTING SELF-CLOSING DOOR, TYP 12
EXISTING FIXED CURTAIN WALL STOREFRONT, TYP
13
XXXXXX DOOR REFERENCE NUMBER(REFER TO G6.100 & G6.200)
ALIGN WITH ESTABLISHED / ADJACENT SURFACES TAG
ALIGN
ROOM NAME101
ROOM NAME
ROOM NUMBER
XX
W.9 COLUMN LINE GRID REFERENCE NUMBER
COLUMN LINE GRID LINE REFERENCE NUMBER
A101
1 SIM
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
NEW PARTITIONS
EXISTING CONSTRUCTON TO REMAIN
MILLWORK ABOVE
MILLWORK
Ref label
XXXX.XX
1
1
1
1
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
SHEET NUMBER
DIRECTION OF ELEVATION
REVISION REFERENCE
REVISION CLOUD DEPICTING AREA OF REVISION
AREA NOT IN SCOPENIC
Date Description
KEY NOTES
GENERAL NOTES
LEGEND
Ref North
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A2.101
EQUIPMENT PLAN
-
GENG TENANT
IMPROVEMENTS
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
SCALE:1/4" = 1'-0"
GROUND FLOOR EQUIPMENT PLAN01
EQUIPMENT SCHEDULE
EQUIPMENT SCHEDULE
TYPE MARK TYPE NAME MANUFACTURER MODEL NSF/ANSI COLOR / FINISH COMMENTS
EQ-01 ESPRESSO MACINE LA MARZOCCO LINEA MINI X STAINLESS STEEL
EQ-02 12"W X 24"D SPEED UNIT WITH DUMP SINK, SPEED RINSER & CABINET Krowne Metal KR24-MS12-C X STAINLESS STEEL
EQ-03 STORAGE CABINET W/ DRAINBOARD TOP Krowne Metal KR24-S48 X STAINLESS STEEL
EQ-04 60"W X 19"D THREE COMPARTMENT BAR SINK Krowne Metal KR18-53C X STAINLESS STEEL
EQ-05 DISHWASHER CMA 180-UC X STAINLESS STEEL
EQ-06 24" 4-TIER LIQUOR DISPLAY Krowne Metal KR-3T24-R X STAINLESS STEEL
EQ-07 12" TRASH STATION W/ STAINLESS STEEL DOOR Krowne Metal KR18-T12 X STAINLESS STEEL
EQ-08 UNDERCOUNTER MEDIUM CUBE ICE MACHINE SCOTSMAN UC2024MA-1 X STAINLESS STEEL
EQ-09 73" THREE-DOOR REMOTE BACK BAR COOLER (BEER)DUKERS DBB72-H3 3 DOOR BAR AND BEVERAGE COOLER X STAINLESS STEEL
EQ-10 30" WIDE BUILT-IN WINE/BEVERAGE CENTER DUKERS DBB48-H2 2-Door Bar and Beverage Cooler X STAINLESS STEEL
EQ-11 COMMERCIAL MICROWAVE SUMMIT SCM1000SS X STAINLESS STEEL
EQ-12 HOT WATER MACHINE BUNN Bunn 02500.0001 X STAINLESS STEEL
EQ-13 REACH IN REFRIGERATOR EVEREST FRSS2323AS X STAINLESS STEEL
EQ-14 DRAFT BEER COOLER Krowne Metal TBD‐2SDD‐N6 X STAINLESS STEEL
EQ-15 AMBIENT (UNHEATED) AIR CURTAIN Berner International Corp.AHD10-2096A - BLACK
ACCESSORY
ACCESSORY SCHEDULE
TYPE MARK DESCRIPTION MANUFACTURER MODEL MOUNT TYPE COLOR / FINISH DIMENSION COMMENTS
ACC-01 PAPER TOWEL DISPENSER Bobrick B-9262.MBLK WALL MOUNTED MATT BLACK
ACC-02 HAND DRYER Bobrick B-7179.MBLK WALL MOUNTED MATT BLACK
ACC-03 SEAT-COVER DISPENSER Bobrick Washroom Equipment, Inc.B-221.MBLK WALL MOUNTED MATT BLACK
ACC-04 TOILET TISSUE DISPENSER & UTILITY SHELF Bobrick B-540.MBLK WALL MOUNTED MATT BLACK
ACC-05 SANITARY NAPKIN DISPOSAL Bobrick Washroom Equipment, Inc.B-3513.MBLK WALL MOUNTED MATT BLACK
ACC-06 SOAP DISPENSER Bobrick B-824.MBLK COUNTER MOUNTED MATT BLACK 24 W x 3 D x 4"H MOUNT AT 60" ABOVE FLOOR FINISH
ACC-07 DOUBLE 50 QT. PULL-OUT-SOFT-CLOSE WASTE CONTAINER REV-A-SHELF 53 WC SERIES BOTTOM MOUNTED GREY
ACC-08 48" DRINK RAIL DRAINER Krowne Metal KR-DR48 TOP MOUNTED STAINLESS STEEL
ACC-09 36" DRINK RAIL DRAINER Krowne Metal KR-DR36 TOP MOUNTED STAINLESS STEEL
ACC-10 STANDARD MOP/BROOM HOLDER - WHITE WITH SHELF U-LINE H-2555 WALL MOUNTED STAINLESS STEEL 34 x 5 x 7"
ACC-11 GRAB BAR 42"Bobrick B-9806X42.MBLK WALL MOUNTED MATT BLACK PROVIDE BLOCKING IN WALL IF NECESSARY
ACC-12 GRAB BAR 36"Bobrick B-9806X36.MBLK WALL MOUNTED MATT BLACK PROVIDE BLOCKING IN WALL IF NECESSARY
ACC-13 COM MIRROR WALL MOUNTED SEE A3.100ELEVATION
ACC-14 COAT HOOK LIBERTY B29527-C-FB DOOR MOUNTED FLAT BLACK MOUNTED 48" AFF CENTERED ON DOOR
ACC-15 24" X 60" NSF STAINLESS STEEL 4-SHELF KIT WITH 64" POSTS REGENCY #460SW2460K64 -STAINLESS STEEL
PLUMBING FIXTURE SCHEDULE
PLUMBING FIXTURE SCHEDULE
TYPE MARK TYPE NAME MANUFACTURER MODEL NSF / ANSI MOUNT TYPE COLOR / FINISH COMMENTS
P-03 HANDWASH SINK KOHLER Co.K-8189-7 X COUNTER MOUNTED BLACK LOCATION: RESTROOM
P-04 HANDWASH FAUCET BOBRICK B-8878 X COUNTER MOUNTED BLACK MATT LOCATION: RESTROOM
P-05 WATER CLOSET AMERICAN STANDARD 215AA.104.020 X FLOOR MOUINTED WHITE LOCATION: RESTROOM
P-06 MOP SINK, CORNER UNIT KOHLER Co.K-6710 FLOOR MOUINTED WHITE LOCATION: JANITOR'S CLOSET
P-07 SERVICE SINK FAUCET KOHLER Co.K-730T70-4AR-CP WALL MOUNTED STAINLESS STEEL LOCATION: JANITOR'S CLOSET, PROVIDE BACK FLOW/BACK-SIPHONAGE PROTECTION
P-08 3" FLOOR DRAIN ZURN Z415B FLOOR MOUNTED STAINLESS STEEL LOCATION: JANITOR'S CLOSET, RESTROOM, STORAGE, BAR
P-09 12" x 12" x 6" FLOOR SINK ZURN Z1900-RL FLOOR MOUNTED STAINLESS STEEL LOCATION:BAR
P-10 COMMERCIAL LIGHT DUTY 50 GAL. 240 VOLT 9 KW MULTI PHASE FIELDCONVERTIBLE ELECTRIC TANK WATER HEATER American Standard CE-52-AS --LOCATION:BOILER ROOM
4
4
4
4
GF
I
AV
AV
AV
GFI
D
D
D
GF
I
GF
I
D
D
D
D
D
D
D
GF
I
LOW WALL UNDER. SEE SECTION XX FOR DETAIL1
2
3
4
PROVIDE POWER, DATA AND HDMI FOR PROJECTOR AND CAMERA FOR GOLF SIMULATOR, SEE RCP ON A2.000 FOR DETAIL. VERIFY W/ SPEC.
(N) WATER HEATER. SEE MEP DRAWINGS
(N) WIRELESS ROUTER EQUIPMENT
105.93 SF
STORAGE101
58.87 SF
OFFICE100
244.48 SF
BAR104
917.53 SF
INDOOR
GOLF105
429.33 SF
INDOOR
GOLF106
91.99 SF
WAITING
AREA107
82.54 SF
DISPLAY108
(E) ADA RESTROOM
NIC
+42"
+42"
1
24.99 SF
RR110 50.48 SF
(EX) RR112
17.42 SF
JANITOR109
14.85 SF
BOILER
ROOM113
2
3
2
4
EQ-04
EQ-02
EQ-07
EQ-07
EQ-10
EQ-09
EQ-05
EQ-14
EQ-03
EQ-08
EQ-13
2
2
1. COORDINATE ALL ELECTRICAL AND DATA RECEPTACLES W/ MILLWORK PRIOR TO INSTALLATION2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION3. ALL DIMENSIONS ARE CENTERLINE TO CENTERLINE UNLESS OTHERWISE NOTED4. PROVIDE TV MONITOR WALL MOUNTING AND REQUIRED WALL BACKING PLATE.
TELE/DATA CEILING MOUNTED OUTLET
TELE/DATA WALL MOUNTED FURNITURE FEED
TELE/DATA FLOOR CORE FURNITURE FEED
T
T
POWER WALL MOUNTED FURNITURE FEEDP
POWER FLOOR CORE FURNITURE FEEDP
JUNCTION BOX WALL MOUNTEDJ
JUNCTION BOX CEILING MOUNTEDJ
A/V OUTLETAV
T THERMOSTAT
POWER / DATA SYMBOL LEGEND
DUPLEX WALL MOUNTED OUTLET
D DEDICATED DUPLEX WALL MTD. OUTLET
GFI GROUND FAULT INTERRUPT DUPLEX WALL MTD. OUTLET
QUADRAPLEX WALL MOUNTED OUTLET
DUPLEX CEILING MOUNTED OUTLET
QUADRAPLEX CEILING / FLOOR MOUNTED OUTLET
PHONE WALL MOUNTED OUTLET
DATA WALL MOUNTED OUTLET
TELE/DATA WALL MOUNTED OUTLET
SECURITY CARD READER
DOOR BELL BUTTON
CR
DOOR RELEASE BUTTONR
B
Date Description
KEY NOTES
GENERAL NOTES
LEGEND
Ref North
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A2.200
POWER AND DATA PLAN
-
GENG TENANT
IMPROVEMENTS
SCALE:1/4" = 1'-0"
POWER AND DATA PLAN01
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
GF
I
GFI
A3.100
05
09
08
12
A3.10007
13
04
11
17.42 SF
JANITOR109
ACC-01
ACC-02
P-03
P-06
+42"
A3.100
10
60 MIN
5' - 0"
16"-18"
1' - 5"
(E) ADA RESTROOM
NIC
P-05
4" MAX
18" MIN
1' - 8"
4' - 8"
1' - 4"ACC-06 P-04
2' - 0 3/8"
102
109
P-07
4'
-
4
"
3'
-
5
"
8
3
/
4
"
2'
-
8
3
/
4
"
6'
-
1
1
1
/
4
"
________________
TYP
02A7.102
1/4"/1'-0" SLOPE
1/4"/1'-0" SLOPE
1/4"/1'-0" SLOPE
1/4"/1'-0" SLOPE
01A5.101
TYP
01A5.101
TYP
5' - 1"
50.48 SF
(EX) RR112
24.99 SF
RR110
A3
A
A3A
A3B
A3A
A3A
A3
A
D3B
D3
B
AL
I
G
N
1' - 0"
AL
I
G
N
CLEAR
60"
4' - 0"
30
"
x
4
8
"
C
L
E
A
R
06A7.102
TYP
59" MIN@ FLOOR MOUNTED TOILET
4' - 11"
3' - 11"
8 1/2"
1' - 10"
5' - 9"
A3
A
1
2
2
3
3
3
2' - 6"2' - 3"
0601
03
PT-02102
COVE-01
EXISTING DOOR
ACC-14
ART
ACC-01 ACC-02
VERIFY W/ OWNER
6' - 8" FROM BOTTOM
PT-02
ACC-13
LED LIGHT BEHIND MIRROR (LF-07)SEE XX FOR DETAIL
SS-01
COVE-01
COVE-01
3' - 4" MAX TO ALL OPERABLE PARTS
3' - 4"
ACC-01 ACC-02
P-04
P-03
ACC-06
HIGHEST OPERABLE PART
40" MAX TO
ACC-13
SS-01
PT-02
COVE-01
OPEN TO BEYOND
11" MIN
8" MIN
27" MIN
9" MIN
29" MIN
PT-02
________________01A7.102
109
COVE-01
PT-02
COVE-01
2' - 10"
4"
P-05
24" MIN
2' - 0"
12" MIN
1' - 0"
36" MIN GRAB BAR
3' - 0"
33"-36" TO TOP OF GRAB BAR
3' - 0"
ACC-12
PT-02
17"-18"
1' - 5 1/2"COVE-01
ACC-04ACC-05
17" - 19"
1' - 5"
7" - 9"
8"1'-9" TYP FPR ALL STALLS
1' - 9"
40" MAX TO HIGHEST OPERABLE PART
3' - 4"
4' - 6" MIN
4' - 6"
1' - 0" MAX
1' - 0"
24" MIN
3' - 6" MIN GRAB BAR
3' - 6"
ACC-11
COVE-01
ACC-03
P-05
PT-02
33" - 36" TO TOP OF GRAB BAR
3' - 0"
PT-02
COVE-01
48" MAX
4' - 0"
ACC-14
PT-02
102
COVE-01
EQ EQ
ACC-10
5' - 6"
PT-01
COVE-01
1' - 6"
EQ EQ
1. ANY AND ALL DEVIATIONS IN CEILING HEIGHTS DUE TO EXISTING CONDITIONS OR NEW OBSTRUCTIONS TO BE REPORTED TO ARCHITECT PRIOR TO INSTALLATIONS.2. COORDINATE ALL ELECTRICAL AND DATA
RECEPTACLES WITH MILLWORK PRIOR TO INSTALLATION.3. LINEAR TRACK GROUPINGS ARE APPROXIMATE IN NATURE AND DO NOT CONSIDER ALL OVERHEAD COORDINATION REQUIEMENTS. GC RESPONSIBLE FOR COORDINATNG ACROSS ALL TRADES, GC SHALL REVIEW AND NOTIFY ARCHITECT OF CONFLICTING HEAD GROUPINGS AND NOTIFY ARCHITECT WITH PLAN MARK-UP SHOWING AREAS REQUIRING ATTENTION.4. GC TO COORDINATE SUSPENDED PIPE GRID LOCATIONS TO AVOID CONFLICTS.5. ALL ACCESS PANELS TO BE COORDINATED WITH LIGHTING AND OTHER DEVICE LAYOUTS. LOCATIONS TO BE SUBMITTED TO ARCHITECT AND MEP ENGINEERS FOR REVIEW. 6. ALL WALL TO PAINTED PT-02. U.N.O7. ALL WALL BASE TO BE COVE-01. U.N.O8. ALL GROUND TO BE CON-01 U.N.O
XXXXXX DOOR REFERENCE NUMBER(REFER TO G6.100 & G6.200)
ALIGN WITH ESTABLISHED / ADJACENT SURFACES TAG
ALIGN
ROOM NAME101
ROOM NAME
ROOM NUMBER
XX
W.9 COLUMN LINE GRID REFERENCE NUMBER
COLUMN LINE GRID LINE REFERENCE NUMBER
A101
1
SIM
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
NEW PARTITIONS
EXISTING CONSTRUCTON TO REMAIN
MILLWORK ABOVE
MILLWORK
Ref label
XXXX.XX
1
1
1
1
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
SHEET NUMBER
DIRECTION OF ELEVATION
REVISION REFERENCE
REVISION CLOUD DEPICTING AREA OF REVISION
AREA NOT IN SCOPENIC
SOLID SURFACE COUNTERTOP, PROVIDE STEEL FRAMING AS NEEDED1
2
3
WALL CAVITY
FLOOR DRAIN, REFER TO PLUMBING DRAWINGS
109
COVE-01
PT-01
COVE-01
PT-01
COVE-01
P-06
COVE-01
PT-01
COVE-01
P-06
Date Description
SHEET NOTES
GENERAL NOTES
LEGEND
Ref North
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A3.100
ENLARGED PLANS & ELEVATIONS -RESTROOM
-
GENG TENANT
IMPROVEMENTS
SCALE:1/2" = 1'-0"
ENLARGED PLAN - RESTROOM02SCALE:1/2" = 1'-0"
IE - RESTROOM - NORTH05SCALE:1/2" = 1'-0"
IE - RESTROOM - EAST09
SCALE:1/2" = 1'-0"
IE - RESTROOM - SOUTH08SCALE:1/2" = 1'-0"
IE - RESTROOM - WEST12
SCALE:1/2" = 1'-0"
IE - ADA RESTROOM - NORTH13
SCALE:1/2" = 1'-0"
IE- ADA RESTROOM - EAST04
SCALE:1/2" = 1'-0"
IE- ADA RESTROOM -WEST07SCALE:1/2" = 1'-0"
IE-ADA RESTROOM- SOUTH11
SCALE:1/2" = 1'-0"
IE-JANITOR-NORTH10 SCALE:1/2" = 1'-0"
IE-JANITOR-EAST06 SCALE:1/2" = 1'-0"
IE-JANITOR-SOUTH03 SCALE:1/2" = 1'-0"
IE-JANITOR-WEST01
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
4
A3.101 0807
05
04
EQ-02
EQ-03
EQ-04
EQ-07
EQ-07
EQ-14
EQ-08
A3.101
03
OUTLINE OF FASCIA (BELOW)
WRAP PL-02 INTO OPENNING (BELOW).
TOP OF DRAINBOARD (BY OTHERS) TO BE FLUSHED WITH BAR TOP ( SEE DETAIL07 / A3.101)
OUTLINE OF LIGHTING BELOW BAR TOP. LOCATE REMOTE DRIVER AT CABINETRY BELOW BACK BAR
EQUIPMENT BY OTHERS, SHOWN FOR REFERENCE ONLY
PROVIDE PL-02 WARPAED, BUILT-IN WORK COUNTER, SIZE TBD DEPENDENT ON BAR EQUIPMENT
SS-02 BAR COUNTERTOP
OUTLINE OF LIGHTING BELOW BAR TOP. LOCATE REMOTE DRIVER AT CABINETRY BELOW BACK BAR
5' - 1"
6' - 3 1/4"
101
01A3.102________________
A3.102 02
A3.102
04
48"x30"
ADA BAR COUNTER 06A3.101________________
01A5.101
TYP
01A5.101
TYP
3'X5' ANTI-FATIGUE FLOOR MAT WITH BEVELED EDGE -1/2" THICK
20' - 6 3/4"
A3
A
Q
Q
06A5.101
TYP
ACC-09
ACC-08
3' - 0"
EQ-05
EQ-10
EQ-09
7' - 1"
EQ-03 EQ-14 EQ-04 EQ-02 EQ-07
OPEN TO BEYOND
OPEN TO BEYOND
PT-02
PT-02
COVE-01
PL-01 06A3.101
04A5.102
TYP.
LIGHTING. SEE ELECTRICAL DRAWINGS
LIGHTING. SEE ELECTRICAL DRAWINGS
RECESSED CEILING LIGHT. SEE ELECTRICAL DRAWINGS
STN-01
PT-02
SS-02 EQ-08
11A7.100
MITERS AT ALL CORNERS (TYP)
4"
OPEN TO BEYOND
OPEN TO BEYOND
01A3.102
BAR EQUIPMENTBY OTHERS
EQUIPMENT BY OTHERS
5' - 8"
2' - 6"
2' - 10"
10"
1' - 3"
UNDERCOUNTER LIGHT. SEE ELECTRICAL DRAWINGS
RECESSED CEILING LIGHT. SEE ELECTRICAL DRAWINGS
LIGHTING. SEE ELECTRICAL DRAWINGS
06A7.100________________
SS-02
COVE-01
PT-02
04A5.102
TYP.
PT-02
STN-01
PT-02
6" CONCRETE CURB
TV TV
OPEN TO BEYOND
03A7.100________________09A7.100________________
STN-01
06A3.101
04A5.102
TYP.
LIGHTING. SEE ELECTRICAL DRAWINGS
LIGHTING. SEE ELECTRICAL DRAWINGS
101SS-02PL-01 SS-02
EQ-09 EQ-10 EQ-05
6"
3' - 7"
2' - 4"
6" CONCRETE CURB
COVE-01
OPEN TO BEYOND
5' - 8"
9' - 2"
OPEN TO BEYOND
EQUIPMENT BY OTHERS
10"
3' - 5 1/2"
UNDERCOUNTER LIGHT. SEE ELECTRICAL DRAWINGS
2' - 10"
2' - 6"
RECESSED CEILING LIGHT. SEE ELECTRICAL DRAWINGS
LIGHTING. SEE ELECTRICAL DRAWINGS
BAR EQUIPMENTBY OTHERS
01A3.102
COVE-01
PT-02
PT-02
04A5.102
TYP.
SS-02
7"
6" CONCRETE CURB
OPEN TO BEYOND
OPEN TO BEYOND
11A7.100________________
COVE-01
PT-02
PT-02
SS-02
PL-01
06 40 23.A00INTERIOR ARCH WOODWORK
05 50 00.F01
STEEL TUBING
1 1/2"
ALIGN EDGE OF LIGHTINGTO FACE OF FINISH. SEE ELEVTRICAL DRAWINGS
SS-02
WD-01
27" MIN
2' - 4"
20" MAX
1' - 7"
AL
I
G
N
SOLID WOOD DECORATIVE CLADDING PANEL REFER TO FINISH SCHEDULE
SS-02
PT-02
3' - 6"
1' - 0 1/2"
28" MIN , 34" MAX
2' - 5 1/2"
MITERS AT ALL CORNERS (TYP)
PROVIDE BLOCKING AS NEEDED
PROVIDE L SHAPED BRACKET
PROVIDE ANGLE STEEL BRACKET IF NECESSARY
1. ANY AND ALL DEVIATIONS IN CEILING HEIGHTS DUE TO EXISTING CONDITIONS OR NEW OBSTRUCTIONS TO BE REPORTED TO ARCHITECT PRIOR TO INSTALLATIONS.2. COORDINATE ALL ELECTRICAL AND DATA RECEPTACLES WITH MILLWORK PRIOR TO INSTALLATION.3. LINEAR TRACK GROUPINGS ARE APPROXIMATE IN NATURE AND DO NOT CONSIDER ALL OVERHEAD COORDINATION REQUIEMENTS. GC RESPONSIBLE FOR COORDINATNG ACROSS ALL TRADES, GC SHALL REVIEW AND NOTIFY ARCHITECT OF CONFLICTING HEAD GROUPINGS AND NOTIFY ARCHITECT WITH PLAN MARK-UP SHOWING AREAS REQUIRING ATTENTION.4. GC TO COORDINATE SUSPENDED PIPE GRID LOCATIONS TO AVOID CONFLICTS.5. ALL ACCESS PANELS TO BE COORDINATED WITH LIGHTING AND OTHER DEVICE LAYOUTS. LOCATIONS TO BE SUBMITTED TO ARCHITECT AND MEP ENGINEERS FOR REVIEW. 6. ALL WALL TO PAINTED PT-02. U.N.O7. ALL WALL BASE TO BE COVE-01. U.N.O8. ALL GROUND TO BE CON-01 U.N.O
XXXXXX DOOR REFERENCE NUMBER(REFER TO G6.100 & G6.200)
ALIGN WITH ESTABLISHED / ADJACENT SURFACES TAG
ALIGN
ROOM NAME101
ROOM NAME
ROOM NUMBER
XX
W.9 COLUMN LINE GRID REFERENCE NUMBER
COLUMN LINE GRID LINE REFERENCE NUMBER
A101
1
SIM
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
NEW PARTITIONS
EXISTING CONSTRUCTON TO REMAIN
MILLWORK ABOVE
MILLWORK
Ref label
XXXX.XX
1
1
1
1
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
SHEET NUMBER
DIRECTION OF ELEVATION
REVISION REFERENCE
REVISION CLOUD DEPICTING AREA OF REVISION
AREA NOT IN SCOPENIC
Date Description
SHEET NOTES
GENERAL NOTES
LEGEND
Ref North
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A3.101
ENLARGED PLANS & ELEVATIONS -BAR
-
GENG TENANT
IMPROVEMENTS
SCALE:1/2" = 1'-0"
ENLARGED PLAN - BAR01SCALE:3/8" = 1'-0"
IE_BAR - WEST07
SCALE:3/8" = 1'-0"
IE- BAR-NORTH05SCALE:3/8" = 1'-0"
IE-BAR - EAST08
SCALE:3/8" = 1'-0"
IE-BAR - SOUTH04
SCALE:3/8" = 1'-0"
IE-BAR-ANGLED COUNTER03
SCALE:
BAR PERSPECTIVE02
MITER AT ALL WOOD CORNERS
STONE CLADING WALL BEHIND (STN-01)
SOLID SURFACE COUNTERTOP (SS-02)
SCALE:1 1/2" = 1'-0"
ADA BAR COUNTER DETAIL06
MATT BLACK FOOTRAIL, CONFIRM WITH OWNER
Q = SCHLUTER QUADEC STRIP INSTALLED VERTICALLY.DTL 05/A5.101
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
2' - 6"
2' - 1"
9"
5' - 8"
3' - 6"
WD-01
PT-02
SS-02
2' - 7" 3' - 0"3' - 0"
OPEN
OPEN TO BEYOND
PT-02
OPEN TO BEYOND
PT-02
3' - 5 1/8"6' - 1 3/8"
9' - 6 1/2"
101
3' - 6"
5' - 8"
9"
2' - 1"
2' - 6"
14' - 6"
5' - 11"
2' - 8"
7"
WD-01
PT-02
SS-02
STN-01
MITERS AT ALL CORNERS (TYP)
OPEN TO BEYOND
PT-02
TV TV
STN-01
PT-02
PT-02
PT-02
8 1/4" 2' - 3"20' - 7 1/4"4' - 4 1/4"
01A3.102________________
27' - 11"
MITERS AT ALL CORNERS (TYP)
06 40 23.A00INTERIOR ARCH WOODWORK
05 50 00.F01STEEL TUBING
BAR EQUIPMENT REFER TO SCHEDULE
GC TO COORDINATE POWER REQUIREMENTS FOR BAR EQUIPMENT WITH MILLWORKER AND ELECTRICIAN.
3' - 6"
1 1/2"
2' - 0"
4"
9" MAX
DRAINING BOARD TO BE FLUSH WITH BAR BOTTOM
ALIGN EDGE OF LIGHTINGTO FACE OF FINISH. SEE ELEVTRICAL DRAWINGS
SOLID WOOD DECORATIVE CLADDING PANEL REFER TO FINISH SCHEDULE
11"
4"
4"
SOLID WOOD PANELPAINTED WITH PT-02
SS-02
WD-01
PT-02
PT-02
3' - 4 1/2"
3' - 4 1/2" MINIMUM
3' - 5 1/4"
SOLID WOOD PANELPAINTED WITH PT-02 PT-02
OPEN TO BEYOND
SS-02
WD-01
STN-01
PT-02
PT-02
14' - 6"
14' - 6"
OPEN TO BEYOND
2' - 3"7' - 3 1/2"
27" MIN
2' - 4"
6' - 10"
2' - 10"
2' - 6"
ADA BAR COUNTER
06A3.101________________
9' - 6 1/2"
4' - 0"
4"
10' - 2"
2 1/2"
1. ANY AND ALL DEVIATIONS IN CEILING HEIGHTS DUE TO EXISTING CONDITIONS OR NEW OBSTRUCTIONS TO BE REPORTED TO ARCHITECT PRIOR TO INSTALLATIONS.2. COORDINATE ALL ELECTRICAL AND DATA
RECEPTACLES WITH MILLWORK PRIOR TO INSTALLATION.3. LINEAR TRACK GROUPINGS ARE APPROXIMATE IN NATURE AND DO NOT CONSIDER ALL OVERHEAD COORDINATION REQUIEMENTS. GC RESPONSIBLE FOR COORDINATNG ACROSS ALL TRADES, GC SHALL REVIEW AND NOTIFY ARCHITECT OF CONFLICTING HEAD GROUPINGS AND NOTIFY ARCHITECT WITH PLAN MARK-UP SHOWING AREAS REQUIRING ATTENTION.4. GC TO COORDINATE SUSPENDED PIPE GRID LOCATIONS TO AVOID CONFLICTS.5. ALL ACCESS PANELS TO BE COORDINATED WITH LIGHTING AND OTHER DEVICE LAYOUTS. LOCATIONS TO BE SUBMITTED TO ARCHITECT AND MEP ENGINEERS FOR REVIEW. 6. ALL WALL TO PAINTED PT-02. U.N.O7. ALL WALL BASE TO BE COVE-01. U.N.O8. ALL GROUND TO BE CON-01 U.N.O
XXXXXX DOOR REFERENCE NUMBER(REFER TO G6.100 & G6.200)
ALIGN WITH ESTABLISHED / ADJACENT SURFACES TAG
ALIGN
ROOM NAME101
ROOM NAME
ROOM NUMBER
XX
W.9 COLUMN LINE GRID REFERENCE NUMBER
COLUMN LINE GRID LINE REFERENCE NUMBER
A101
1
SIM
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
NEW PARTITIONS
EXISTING CONSTRUCTON TO REMAIN
MILLWORK ABOVE
MILLWORK
Ref label
XXXX.XX
1
1
1
1
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
SHEET NUMBER
DIRECTION OF ELEVATION
REVISION REFERENCE
REVISION CLOUD DEPICTING AREA OF REVISION
AREA NOT IN SCOPENIC
Date Description
SHEET NOTES
GENERAL NOTES
LEGEND
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A3.102
ENLARGED ELEVATIONS - BAR
-
GENG TENANT
IMPROVEMENTS
SCALE:3/8" = 1'-0"
BAR ELEVATION - SOUTH03 SCALE:3/8" = 1'-0"
BAR ELEVATION - WEST02
SCALE:1 1/2" = 1'-0"
BAR COUNTER DETAIL01
SCALE:3/8" = 1'-0"
BAR ELEVATION - NORTH04
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
(E) STOREFRONT
PT-02
1
2
COVE-01
3' - 10"
6 DEGREE SLOPE
10A5.101
TYP
6
4
7
(E) STOREFRONT
OPEN TO BEYOND
GOLF SIMULATOR GOLF SIMULATOR GOLF SIMULATOR
PL-01 PL-01 PL-01
(E) COLUMN
PT-02
1111
STN-01
PT-02 PT-02
OPEN TO BEYOND
OPEN TO BEYOND
(E) STOREFRONT
8' - 6"
3' - 6"
OPEN TO BEYONDTVTV
O
G
__
PT-02
(E) COLUMN
3
101
PT-02
________________02A3.102
OPEN TO BEYOND
GR-01
PT-02
PL-01
OPEN TO BEYONDOPEN TO BEYOND
1
COVE-01
PL-01
4' - 10"
9' - 8"
14' - 6"
4' - 2 1/2"
10' - 0"
5' - 8"
5' - 0"
9' - 6"
28' - 8"9' - 6 1/2"14' - 2 7/16"5' - 1 7/16"
2' - 6"
3' - 11"
8' - 1"
3' - 10"
57' - 6 3/8"
________________03A3.102
________________02A7.101
6 DEGREE SLOPE
10A5.101
TYP
(E) STOREFRONT
PT-02COVE-01
1
10A5.101
TYP
2
6 DEGREE SLOPE
6
4
OPEN TO BEYOND
PT-01
OPEN TO BEYOND
COVE-01
12' - 0"
3' - 5 1/4" 3' - 5 1/2"
2' - 6"
________________09A5.101
1' - 0"
GOLF SIMULATOR CAMERA . VERIFY W/OWNER. 1
2 PROTECTION CUSHION. VERIFY W/ OWNER
3
4
1 KEYED NOTES
ILLUMINATED SIGN. VERIFY W/ OWNER.
DOUBLE 50 QT. PULL-OUT-SOFT-CLOSE WASTE CONTAINER (22 1/4"W x 23"H x 14 3/4" D)
5 SPACE FOR RACKS WITH 6" LEG ABOVE GROUND. VERIFY W/ OWNER.
PROVIDE AN AIR CUTRAIN AT DELIVERY DOOR. 6
7 EXISTING DOUBLE DOOR WILL BE PERMANENTALY CLOSED. NOT IN USE. REPLACE EXSTING HARDWARE TO FLAT PLATE. SEE G6.100 FOR DETAIL.
OPEN TO BEYONDOPEN TO BEYOND
PT-02
PT-02
STN-01
OPEN TO BEYOND
PT-02OPEN TO BEYOND
COVE-01
100
28' - 8"2' - 3"7' - 3 1/2"8' - 8"13' - 4 3/4"
60' - 3 1/4"
12' - 0"
2' - 6"
________________04A3.102
OPEN TO BEYOND
PL-01
1
1. ANY AND ALL DEVIATIONS IN CEILING HEIGHTS DUE TO EXISTING CONDITIONS OR NEW OBSTRUCTIONS TO BE REPORTED TO ARCHITECT PRIOR TO INSTALLATIONS.2. COORDINATE ALL ELECTRICAL AND DATA
RECEPTACLES WITH MILLWORK PRIOR TO INSTALLATION.3. LINEAR TRACK GROUPINGS ARE APPROXIMATE IN NATURE AND DO NOT CONSIDER ALL OVERHEAD COORDINATION REQUIEMENTS. GC RESPONSIBLE FOR COORDINATNG ACROSS ALL TRADES, GC SHALL REVIEW AND NOTIFY ARCHITECT OF CONFLICTING HEAD GROUPINGS AND NOTIFY ARCHITECT WITH PLAN MARK-UP SHOWING AREAS REQUIRING ATTENTION.4. GC TO COORDINATE SUSPENDED PIPE GRID LOCATIONS TO AVOID CONFLICTS.5. ALL ACCESS PANELS TO BE COORDINATED WITH LIGHTING AND OTHER DEVICE LAYOUTS. LOCATIONS TO BE SUBMITTED TO ARCHITECT AND MEP ENGINEERS FOR REVIEW. 6. ALL WALL TO PAINTED PT-02. U.N.O7. ALL WALL BASE TO BE COVE-01. U.N.O8. ALL GROUND TO BE CON-01 U.N.O
XXXXXX DOOR REFERENCE NUMBER(REFER TO G6.100 & G6.200)
ALIGN WITH ESTABLISHED / ADJACENT SURFACES TAG
ALIGN
ROOM NAME101
ROOM NAME
ROOM NUMBER
XX
W.9 COLUMN LINE GRID REFERENCE NUMBER
COLUMN LINE GRID LINE REFERENCE NUMBER
A101
1
SIM
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
NEW PARTITIONS
EXISTING CONSTRUCTON TO REMAIN
MILLWORK ABOVE
MILLWORK
Ref label
XXXX.XX
1
1
1
1
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
SHEET NUMBER
DIRECTION OF ELEVATION
REVISION REFERENCE
REVISION CLOUD DEPICTING AREA OF REVISION
AREA NOT IN SCOPENIC
Date Description
KEY NOTES
GENERAL NOTES
LEGEND
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A4.100
INTERIOR ELEVATIONS
-
GENG TENANT
IMPROVEMENTS
SCALE:1/4" = 1'-0"
IE - SOUTH WALL10
SCALE:1/4" = 1'-0"
IE- PLAY AREA07SCALE:1/4" = 1'-0"
IE - BAR FRONT08
SCALE:1/4" = 1'-0"
IE - BAR SIDE09
SCALE:1/4" = 1'-0"
IE - NORTH WALL06
SCALE:1/4" = 1'-0"
IE- RESTROOM ENTRY02
SCALE:1/4" = 1'-0"
IE- DISPLAY WALL05
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
4
GOLF SIMULATOR
PT-02
OPEN TO BEYOND
OPEN TO BEYOND
(E) STOREFRONT
PT-022
OPEN TO BEYOND
PL-01
RB-01
4' - 0"
1' - 0"
9' - 0"
PT-02
12' - 0"
10A7.100________________
3' - 6 1/2"
3' - 6"
2' - 8"
3' - 0"
04A7.101________________2
PT-02
RB-01
PT-02
TV
6' - 6"
5' - 4"
PT-01
COVE-01
PT-01
COVE-01
PT-01
COVE-01
PT-01
ACC-14
COVE-01
100
EQ EQ
4' - 0"
GOLF SIMULATOR CAMERA . VERIFY W/OWNER. 1
2 PROTECTION CUSHION. VERIFY W/ OWNER
3
4
1 KEYED NOTES
ILLUMINATED SIGN. VERIFY W/ OWNER.
DOUBLE 50 QT. PULL-OUT-SOFT-CLOSE WASTE CONTAINER (22 1/4"W x 23"H x 14 3/4" D)
5 SPACE FOR RACKS WITH 6" LEG ABOVE GROUND. VERIFY W/ OWNER.
PROVIDE AN AIR CUTRAIN AT DELIVERY DOOR. 6
7 EXISTING DOUBLE DOOR WILL BE PERMANENTALY CLOSED. NOT IN USE. REPLACE EXSTING HARDWARE TO FLAT PLATE. SEE G6.100 FOR DETAIL.
4
2' - 10"
ACC-07
10A7.100________________
COVE-01
PT-01
PL-02
SS-03
3' - 6"
PL-02
1' - 6"
2 EQ. PANEL
3' - 0"1' - 6"
2 EQ. PANEL
2' - 6"
2 EQ. PANEL
3' - 0"1' - 6"1' - 3"
2' - 0"
6" CONCRETE CURB
COVE-01
06A7.100________________05A7.100________________COVE-01
PT-01
113SS-03
2' - 10"
2' - 0"
3' - 6"
1' - 3"
2' - 3"
6
101
COVE-01
PT-01
SS-03
PL-02
2' - 6"
2' - 11"
2' - 10"
3' - 0"
1' - 3"
6" CONCRETE CURB
2' - 3"
EQ-11
EQ-13
08A7.100________________
10A7.100________________PT-01
EQ-12
3' - 0"
2' - 6"
SS-03
PL-02
PL-02
1' - 6"
2' - 8"
2' - 9 5/8"
2 EQ PANEL
3' - 6"1 1/2"1' - 3"
2' - 10"
6" CONCRETE CURBCOVE-01
10A7.100________________SIM
1. ANY AND ALL DEVIATIONS IN CEILING HEIGHTS DUE TO EXISTING CONDITIONS OR NEW OBSTRUCTIONS TO BE REPORTED TO ARCHITECT PRIOR TO INSTALLATIONS.2. COORDINATE ALL ELECTRICAL AND DATA
RECEPTACLES WITH MILLWORK PRIOR TO INSTALLATION.3. LINEAR TRACK GROUPINGS ARE APPROXIMATE IN NATURE AND DO NOT CONSIDER ALL OVERHEAD COORDINATION REQUIEMENTS. GC RESPONSIBLE FOR COORDINATNG ACROSS ALL TRADES, GC SHALL REVIEW AND NOTIFY ARCHITECT OF CONFLICTING HEAD GROUPINGS AND NOTIFY ARCHITECT WITH PLAN MARK-UP SHOWING AREAS REQUIRING ATTENTION.4. GC TO COORDINATE SUSPENDED PIPE GRID LOCATIONS TO AVOID CONFLICTS.5. ALL ACCESS PANELS TO BE COORDINATED WITH LIGHTING AND OTHER DEVICE LAYOUTS. LOCATIONS TO BE SUBMITTED TO ARCHITECT AND MEP ENGINEERS FOR REVIEW. 6. ALL WALL TO PAINTED PT-02. U.N.O7. ALL WALL BASE TO BE COVE-01. U.N.O8. ALL GROUND TO BE CON-01 U.N.O
XXXXXX DOOR REFERENCE NUMBER(REFER TO G6.100 & G6.200)
ALIGN WITH ESTABLISHED / ADJACENT SURFACES TAG
ALIGN
ROOM NAME101
ROOM NAME
ROOM NUMBER
XX
W.9 COLUMN LINE GRID REFERENCE NUMBER
COLUMN LINE GRID LINE REFERENCE NUMBER
A101
1
SIM
DETAIL NUMBER
SHEET NUMBER
DESCRIPTION OF SIMILAR OR OPPOSITE
NEW PARTITIONS
EXISTING CONSTRUCTON TO REMAIN
MILLWORK ABOVE
MILLWORK
Ref label
XXXX.XX
1
1
1
1
LOCATION ON SHEET WHERE ELEVATION IS SHOWN
SHEET NUMBER
DIRECTION OF ELEVATION
REVISION REFERENCE
REVISION CLOUD DEPICTING AREA OF REVISION
AREA NOT IN SCOPENIC
Date Description
KEY NOTES
GENERAL NOTES
LEGEND
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A4.101
INTERIOR ELEVATIONS
-
GENG TENANT
IMPROVEMENTS
SCALE:1/4" = 1'-0"
IE- VIP GOLF SIMULATOR WALL03SCALE:1/4" = 1'-0"
IE - VIP GOLF PLAY AREA- CONTROL STATION06SCALE:1/4" = 1'-0"
IE - VIP GOLF PLAY AREA11
SCALE:3/8" = 1'-0"
IE-OFFICE-EAST02SCALE:3/8" = 1'-0"
IE -OFFICE-SOUTH05SCALE:3/8" = 1'-0"
IE-OFFICE-WEST08SCALE:3/8" = 1'-0"
IE-OFFICE-NORTH10
SCALE:3/8" = 1'-0"
IE-STORAGE-EAST04 SCALE:3/8" = 1'-0"
IE-STORAGE-SOUTH01SCALE:3/8" = 1'-0"
IE-STORAGE-WEST07SCALE:3/8" = 1'-0"
IE-STORAGE-NORTH09
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
NOTES:1. EXTEND BACKING PLATES TO LAST STUD BEYOND FACE OF FIXTURE OR ACCESSORY, TYP2. PROVIDE METAL SLEEVES THROUGH WALL FINISH AT FIXTURE FASTENING, TYP3. ALL BACKING PLATES SHOWN OR NOT SHALL BE SCREWED TO STUDS, TYP
6" X 25 GA. STL. STUD NOTCH & FASTEN FLUSH TO STUDS W/ (2) 8-18 WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MINIMUM THREE STUDS.
16 GA. STUD
25 GA. STUD
1 6 "
1 6"
1 6 "
1 6"
TYPE 2ALL TOILET ACCESSORIES, FIRE EXTINGUISHER CABINET, WALL MOUNTED TELEPHONE OUTLET, WALL MOUNTED DOOR STOP, WINDOW BLIND, AND AS SHOWN.
TYPE 1BASE CABINET, WALL HUNG CABINET, SHELVES, LAVATORY, GRAB BAR, ELECTRICAL PANEL, TELEVISION, SURFACE MOUNTED LIGHT FIXTURE AND AS SHOWN.
6" X 16 GA. STL. PLATE FASTEN FLUSH TO STUDS W/ (2) 8-18 WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MINIMUM THREE STUDS.
ALL ADJACENT DEVICES OR GROUPS OF
OTHER WHETHER LOCATED NEAR DOOR OR
DEVICES TO BE CENTERED OVER EACH
ELSEWHERE ON WALL
DOOR WHERE OCCURS
WHERE DEVICES ARE LOCATED ON SIDE WALL MAINTAIN 4" CLEAR
FIRE ALARM STROBE
POWER AND TELEDATA
ALL SWITCHES , DIMMERS,
OCCUPANCY SENSORS, ETC.
FROM EDGE OF DOOR IN OPEN POSITION
NOTE:
OUTLETS
THERMOSTAT AND WALL MOUNTED TELEPHONE
GANGED BEHIND A SINGLE
FACEPLATE
1'-6"
3'-2"4'-0"
4" CLEAR
3'-0"
33
"
M
I
N
.
-44
"
M
A
X
.
15
"
M
I
N
.
TO
P
O
F
J
-BO
X
CONT. ACOUSTICAL SEALANT AT ENTIRE PERIMETER, TYP
OUTLET BOX
BOX PAD, TYP
SCHEDULED PARTITION
SCHEDULED PARTITION
SEPARATE CONDUIT FOROUTLET BOXES ON 2 SIDESOF PARTITION. NO CONTACT BETWEEN STUDS.
(SIM FOR STAGGARD STUDS)
SINGLE STUD PARTITION WITH SOUND INSULATION
DOUBLE STUD PARTITION WITH SOUND INSULATION
NOTES: (APPLIES TO POWER, PHONE, COMMUNICATIONS, ETC.)1. PLACE OUTLET BOXES IN SEPARATE STUD SPACES.2. BACK-TO-BACK OUTLETS NOT PERMITTED.3. PLUG ALL UNUSED KNOCK-OUTS IN OUTLET BOXES WITH KNOCK-OUT CAPS.4. PROVIDE BACKING EQUIVALENT TO "LOWRY'S OUTLET BOX PADS (HARRY A. LOWRY & ASSOC.)5. DEPTH OF OUTLET BOX MUST BE COMPATIBLE W/ STUD SIZE IN ORDER TO ACCOMODATE BOX PAD.6. ACOUSTICAL BOX PAD REQUIREMENT APPLIES TO ALL PARTITIONS WITH ACOUSTIC INSULATION.
24" MIN.
SINGLE CONDUIT, CABLE OR PIPE
MULTIPLE CONDUIT
SLEEVE W/MULTIPLE CABLES
SIMILAR FOR SINGLE STUD PARTITION
SIMILAR FOR DOUBLE STUD PARTITION
PENETRATIONS OF ACOUSTICAL PARTITIONS BY, CONDUIT, CABLE, PIPES ETC. SHALL BE ACOUSTICALLY SEALED AS SHOWN. ANY GAP LARGER THAN 1/2" SHALL BE COVERED WITH GYPSUM BOARD, LAPPED A MINIMUM OF 2" AND SCREWED BEFORE USING ACOUSTICAL SEALANT. CABLE TRAYS SHOULD NOT PENETRATE SLAB-TO-SLAB PARTITIONS. A CONDUIT SLEEVE SHOULD BE USED AT SUCH PENETRATIONS AND SEALED AS SHOWN ON THIS DETAIL.
FLEXIBLE DUCT, PIPE, CONDUIT, ETC. CONNECTIONS SHOULD BE INCORPORATED BETWEEN ROOMS WHERE RESILIENTLY ISOLATED FLOORS, WALLS OR CEILING LIDS OCCUR.
1/8" CLEAR TYP(CONDUIT OR PIPE SHALL NOT CONTACT WALL)
ACOUSTICAL SEALANT
CAULKING COMPOUND, CLOSED CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM
1/2" CLEAR (TYP)
CONDUIT SLEEVE
1/8" CLEAR TYP(CONDUIT OR PIPE SHALL NOT CONTACT WALL)
CAULKING COMPOUND, CLOSED CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM
PLAN A PLAN B
PLAN C
TYPICAL ACOUSTICAL PARTITION
NOTE: DRYWALL IS NOT CONTINUOUS
TYPICAL ACOUSTICAL PARTITION
NOTE: DRYWALL IS NOT CONTINUOUS
SCHEDULED PARTITION
PLAN D
FINISH FLOOR LEVEL
TYP. CEILING & WALL FINISHED
8' -1"
LF-02B @ GOLF AREA
10' -0"
LF-03 @ DISAPLY, GRAPHIC WALL
12' -0"
NOTE: ALL ELEMENTS SHOWN ON THIS DRAWING ARE FOR DIAGRAMMATIC PURPOSES ONLY. REFER TO CONSTRUCTION DRAWINGS FOR SPECIFIC SIZES, DETAILS, AND CONDITIONS.
PT02 AT GWB WALLS AND COLUMN CLADDING
12' - 0"
ALL EXPOSED ELEMENTS
PT02
CFMF COLUMN WRAP WITH GWB, PTDDO NOT DISTURB EXISTING FINISHES AT CONCRETE COLUMNS, TYP
EXISTING MASONRY WALLFINISH & PAINT
LF-03 @ GOLF AREA
9' -6"
CEILING HEIGHT
14' -6"
TRACK LIGHTING THROUGHOUT GOLF AREAS
4' - 0"
4"
STN-01 CLADING ON EACH SIDES
PT-01 COLUMN LEDGE
PROJECTOR @ GOLF AREA
8' -11"
PROJECT HEIGHT VERIFY WITH OWNERGWB HARD LID CEILING WITH INTEGRATED LIGHTING
Date Description
SHEET NOTES
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A5.100
TYPICAL FXITURE HEIGHT &PARTITION DETAILS
-
GENG TENANT
IMPROVEMENTS
SCALE:1 1/2" = 1'-0"
BACKING PLATE05
SCALE:1/2" = 1'-0"
DEVICE MOUNTING02
SCALE:1 1/2" = 1'-0"
OUTLET BOX DETAIL03 SCALE:3" = 1'-0"
PARTITION PENETRATION DETAIL01
SCALE:3" = 1'-0"
TYPICAL INTERSECTION DETAIL04
SCALE:1/2" = 1'-0"
TYPICAL ELEVATION HEIGHTS06
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
PATCH & REPAIR AS NEEDED. REFINISH WITH MEDIUM GLOSS FINISH
EXISTING CONCRETE SLAB
09 68 16 CARPET
VINYL TRANSITION/REDUCER STRIP. MAX SLOPE NOT TO EXCEED 1:2
1
2
MAX
1/2"
TR-01
(N) STAINLESS STEEL FINISH FLUSH SET SQUARE FLOOR DRAIN STRAINER EPOXY FLOOR FINISH
09 30 00WP & CRACK ISOLATION MEMBRANE
(E) CONCRETE SLAB
SLOPE TO DRAIN SLOPE TO DRAIN
2' - 0"
2' - 0"
1/
4
"
=
1
'
-0"
SL
O
P
E
1/4" = 1'-0"SLOPE 1/4" = 1'-0"SLOPE
1/
4
"
=
1
'
-0"
SL
O
P
E
02A5.101
TYP
________________
PARTITION AS SCHEDULED
INTEGRAL EPOXY BASE
MOLD RESISTANT GYPSUMWALLBOARD
BOND BREAKER
EXISTING CONCRETE SLAB
4" TYP
3/8" RADIUS
SCHLUTER EDGE TRIM (TR-02) SEE SHEET G7.100.
STONE CLADDING AS SCHEDULED
WALL AS SCHEDULED
STN-01
TR-02
GRID LINE PER PLAN
2' - 6"
EQ
EQ
EQ EQ
2' - 6"
09 29 005/8" GYPSUM BOARD TYP09 91 23PAINTED UNO
(E) CONCRETE COLUMN
09 22 163" METAL STUD TYP
PE
R
M
A
N
U
F
.
5/8" GYPSUM WALLBOARD
MANUFACTURERS TRIM
SEMI-RECESSED FIRE EXTINGUISHER
CABINET (PER SPECIFICATION)
5/8" GYPSUM WALLBOARD
ACOUSTIC INSULATION
METAL STUDS AS SCHEDULED
PA
R
T
I
T
I
O
N
SC
H
E
D
U
L
E
D
1'
-
1
3
/
4
"
6 1/2"
CE
N
T
E
R
H
A
N
D
L
E
3'-
4
"
.
5'
-
0
"
.
FINISH FLOOR
09 68 16 CARPET
VINYL TRANSITION/REDUCER STRIP. MAX SLOPE NOT TO EXCEED 1:2
1
2
MAX
1/2"
TR-01
EXISTING CONCRETE SLAB
1"
6 DEGREE SLOPE
1 3/8" PROFESSIONAL GOLF PAD, PROVIDE BY OTHER
1 3/8"
3/8" PLYWOOD SHEATHING
1" PINK INSULATION BOARD
PROJECTION SCREEN, PROVIDE BY OTHER
SCREEN SCREW & SUPPORT, PROVIDE BY OTHER
4" TYP20" TYP 93" TYP 59" TYP
1 1/2" TYP
Date Description
SHEET NOTES
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A5.101
FLOOR & WALL DETAILS
-
GENG TENANT
IMPROVEMENTS
SCALE:6" = 1'-0"
CONCRETE TO CARPET TRANSITION03
SCALE:6" = 1'-0"
CO105 FLOOR DRAIN02
SCALE:3" = 1'-0"
FLOOR DRAIN PLAN DETAIL01
SCALE:6" = 1'-0"
WALL BASE DETAIL - EPOXY08
SCALE:12" = 1'-0"
STONE CLADDING EDGE DETAIL05
SCALE:1 1/2" = 1'-0"
CONCRETE COLUMN COVER DETAIL06
SCALE:3" = 1'-0"
PLAN DETAIL AT FEC07SCALE:1 1/2" = 1'-0"
FEC ELEVATION09
1 2022/10/02 ISSUE FOR 100% SD
2 2022/11/07 ISSUE FOR HEALTH PERMIT
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
SCALE:6" = 1'-0"
GOLF RANGE GROUND CONDITION10
FINE THREAD DRYWALL SCREW
DRYWALL GRID MAIN BEAM
DRYWALL GRID CROSS TEE
METAL FRAMING SCREW
SHORTSPAN DRYWALL GRID STRONGBACK
HANGER WIRE
CONNECTOR CLIP
ACOUSTIC PANEL
ONE PIECE STRAIGHT
DRYWALL TRIM
CONSTRUCTION ADHESIVE (3/8"
BEAD)
1/
4
"
D
E
P
T
H
DRYWALL GRID MAIN BEAM
FINE THREAD DRYWALL
SCREW
DRYWALL GRID CROSS TEE
INSTALL FLANGE FLUSH
AGAINST FINISHED CEILING
ACOUSTIC PANEL
BRACKET (BY OTHER)
SPRINKLER (BY OTHER)
HANGER WIRE
PER RCP
COLD-FORMED METAL CEILING FRAMING AS REQUIRED
COLD-FORMED METAL FRAMING AS REQUIRED
LIGHT FIXTURE PER RCP. COORDINATE WITH ELECTRICAL AND LIGHTING PLANS.
GYP BOARD, PTD. REFER TO RCP AND FINISH SCHEDULE
ALIGN
6"
9"1' - 6"
2' - 3"
9"
2' -1" TYP
2' - 10" TYP
REFER TO RCP
09 22 163 5/8" 20 GA. @ 16. O.C. TYP, HANG FROM CEILING, SEE
STRUCTURAL
09 29 005/8" GYP BOARD TO UNDERSIDE OF STRUCTURE09 91 23PAINTED, UNO
1'-0" TYP.
09 29 005/8" GYP BOARD @ ONE SIDE OF STRUCTURE09 91 23PAINTED, UNO
09 29 00CORNER BEAD
PT01
09 22 16 (4) #8, TYPICAL
09 29 005/8" GYP BOARD TO UNDERSIDE OF STRUCTURE09 91 23PAINTED, UNO
PT01
PT01
4'-7" TYP.
REFER TO RCP
6"
Date Description
SHEET NOTES
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
3" = 1'-0"
A5.102
CEILING DETAILS
-
GENG TENANT
IMPROVEMENTS
SCALE:3" = 1'-0"
ACOUSTIC PANEL WITH STRONGBACK02
SCALE:3" = 1'-0"
SPRINKLER AND BRACKET01
SCALE:3" = 1'-0"
SECTION DETAIL - COVE LIGHTING AT FRAMED CEILING04
SCALE:3" = 1'-0"
CEILING DETAIL - TYP CEILING TRANSITION03
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
XTAC DWAC
ARMSTRONG DRYWALLGRID SYSTEMMAIN BEAM
ARMSTRONG EXPOSED TEEGRID SYSTEM - CROSS TEE
ARMSTRONG DRYWALLGRID SYSTEMCROSS TEE
FIELD ROUT TO
ACCOMMODATEACCESS DOORDIMENSIONS
REFER TO RCP
09 29 00.B05SAG-RESIS GYP BD
09 51 13.B00SUSPENSION SYSTEM
09 51 13.A00ACOUSTICAL PANEL CEILING
ALIGN
3"
09 51 13.C00EDGE MOLDING
09 29 00.J01CORNER BEAD
09 22 16.A14METAL STUD DIAGONAL BRACING
09 22 16.A00METAL STUD
09 22 16.C02HANGER
ALIGN 09 29 00 GYPSUM BOARD
2 1/4"
OPENING
09 29 00 CASING BEAD
08 31 13LATCH
08 31 13ACCESS DOOR AND FRAME -WILLIAMS BROTHERS RDW 410
08 31 13RECESS TO RECEIVE GYPSUM BOARD
08 31 13PIVOT HINGE
PROVIDE 2HR RATING AT SHAFT WALLS
PARTITION PER PLAN
09 29 00SCHEDULED PARTITION; REFER TO CONSTRUCTION PLAN. CONTRACTOR TO VERIFY THICKNESS.
09 29 00SCHEDULED CEILING; REFER TO CEILING PLAN
UNO
8'
-
0
"
A
F
F
09 29 00CORNER BEAD TYPICAL
45°
.
45°.
MAX TYP
60°.
LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA CONNECTION POINT.
FIXTURE SUPPORT WIRES AT A MIN OF 2 CORNERS LOCATED DIAGONALLY @ EA FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR.
CEILING MAIN RUNNER
CEILING LOCKING CROSS TEE
LAY-IN LIGHT FIXTURE
ATTACH FIXTURE HOUSING TO CEILING SYSTEM WITH SELF TAPPING METAL SCREWS
NOTES:
1. ALL FIXTURES MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM. THE ATTACHMENT DEVICE MUST BE ABLE TO WITHSTAND 100% OF THE WEIGHT OF THE FIXTURE ACTING IN ANY DIRECTION (CISCA 3-4 PG 2, SECT 2).2. CROSS RUNNERS SUPPORTING THE ENDS OF LIGHTING MUST HAVE THE SAME CARRYING CAPACITY (16LB/FT) AS THE MAIN TEES OR REQUIRED SUPPLEMENTAL NO 12ga HANGER WIRES ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE SUPPORTED BY THE CROSS TEE (CISCA 3-4 PG 2, SECT 1 & 2).3. FIXTURES WEIGHING 56LBS OR LESS MUST HAVE TWO 12ga WIRES ATTACHED AT DIAGONAL CORNERS. THESE WIRES MAY BE SLACK (CISCA 3-4 PG 2, SECT 2).4. FIXTURES WEIGHING IN EXCESS OF 56LBS MUST BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE (CISCA 3-4 PG 2, SECT 2).5. PENDANT MOUNTED FIXTURES MUST BE SUPPORTED DIRECTLY FROM THE STRUCTURE USING 9ga WIRES. THEY MAY NOT USE THE CEILING SUSPENSION SYSTEM FOR SUPPORT (CISCA 3-4 PG 2, SECT 2).6. CROSS TEES SUPPORTING LIGHT FIXTURES MUST HAVE THE SAME LOAD CARRYING CAPACITY AS THE MAIN BEAMS OR BE INSTALLED WITH SUPPLEMENTAL HANGERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE (CISCA 3-4 PG 2, SECT 2).
REFER TO COMPRESSION STRUT DETAIL
(1) VERTICAL
(4) DIAGONAL @ 45 DEGREESBOTTOM OF STRUCTURE ABOVE
SCHEDULED CEILING SYSTEM
NOTES:
1. SUSPENSION WIRES MUST BE MINIMUM 12ga WHEN SPACED AT 4' OR 10 GAGE AT 5' (CISCA 3-4, PG 1).2. CONNECTIONS AT MAIN BEAM AND AT STRUCTURE MUST BE SECURED WITH A MINIMUM OF 3 FULL TURNS (360°) OR WRAPS IN 3" (ASTM C 636-04)
8".
4'-0" MAX SEE NOTE 2
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3/4".
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NOTES:
1. TIE THE ADJACENT WALLS TO CEILING MAIN & CROSS RUNNERS
2. 12'-0" O.C. FOR SUSPENDED ACOUST CEILINGS, 4'-0" O.C. FOR SUSPENDED GYP BD CEILINGS
3. INSTALL CEILING GRID USING NO 12 GA SPLAY WIRE HANGERS @ 45°, 90° TO EA OTHER (4 WIRES) BEGINNING 4'-0" FORM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12'-0" THEREAFTER
4. A STRUT, WITH STIFFNESS ADEQUATE TO RESIST THE VERTICAL LOADS IMPOSED, MUST BE ATTACHED TO THE SUSPENSION SYSTEM AND TO THE STRUCTURE ABOVE AT EACH BRACING LOCATION (CISCA 3-4 PG 2, SEC 1, #3)
5. INSTALL STRUTS SPECIFIED BY MANUFACTURER FOR PROPRIETARY SYSTEMS FOR NONPRESCRIPTIVE CEILINGS, INSTALL THE MANUFACTURER'S STRUT.
6. HORIZONTAL RESTRAINT POINTS MUST BE NO MORE THAN 12' ON CENTER IN EACH DIRECTION, AND THE FIRST POINT MUST BE WITHIN 6' OF EACH WALL UNLESS OTHER WISE REQUIRED (SEE WALL MOLDING, 2" BERC CLIP). (CISCA 3-4, PG 2, SECT. 1, #3)
7. ATTACHMENT OF THE BRACING WIRES TO THE MAIN BEAM AND TO THE STRUCTURE MUST BE CAPABLE OF SUPPORTING THE GREATER OF 200 LBS OR THE ACTUAL DESIGN LOADS WITH A SAFETY FACTOR OF 2. (CISCA 3-4, PG 2, SEC 1, #3)
8. BRACING MEMBERS MUST BE SPACED A MIN OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. (CISCA 3-4, PG 2, SEC 1, #3)
90°90°
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CLG ON SUSPENDED GRID SYSTEM
3/4" MIN CLR
REFLECTED CEILING PLANLARR #22343
SECTION THRU ROOM
45°
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Date Description
SHEET NOTES
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A5.103
ACT CEILING DETAILS
-
GENG TENANT
IMPROVEMENTS
SCALE:3" = 1'-0"
FLUSH BULKHEAD - APC TO GYP BD04
SCALE:12" = 1'-0"
TYP DRYWALL GRID SYSTEM DETAIL-ACCESS DOOR01
SCALE:6" = 1'-0"
TYPICAL ACCESS PANEL02
SCALE:3" = 1'-0"
TYPICAL DRYWALL OPENING03SCALE:3" = 1'-0"
TYPICAL LIGHT FIXTURE07 SCALE:1 1/2" = 1'-0"
TYPICAL SEISMIC BRACING AT CEILING05
SCALE:3" = 1'-0"
TYPICAL SUSPENDED CEILING SEISMIC BRACING106 3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
MIN. (3) TIGHT TURNS IN 3"
12 GA. HANGER WIRE
MAIN OR CROSS RUNNER
HEMMED ANGLE MOLDING W/ #10 SMS EA STUD
WALL CONNECTION-ANCHOR TO WALL PARTITION
SCHEDULED CEILING PANEL
(1) 1/4 OF THE LENGTH OF THE END RUNNER WHICHEVER IS LESS.(2) HANGER WIRE NOT REQUIRED FOR CROSS RUNNERS LESS THAN 8" LONG BETWEEN MAIN RUNNER AND WALL.
NOTE:
OR NOTE (1) BELOW
8" MAX.
SCREW TIGHTENED THROUGH MAIN RUNNER WEB RESTRICTING SEPARATION FROM WALL MOLDING
END RETAINING CLIP:ARMSTRONG BERC 2 CLIP,ESR-1308
45°MAX TYP.
45°
45°MAX TYP.
45°MAX TYP.
2" (MAX) FROM BRACING WIRES TO COMPRESSION STRUT AND CROSS RUNNER
12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY (4' O.C. AT MAIN RUNNER) MINIMUM (3) TIGHT TURNS IN 3" BOTH ENDS (TYPICAL)
MAIN RUNNER
CROSS RUNNER
12 GA. BRACING WIRE W/ MIN. (4) TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS (TYPICAL), 12' X 12' O.C.
COMPRESSION STRUT:COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRES.ATTACH COMPRESSION STRUTS TO MAIN RUNNERS WITHIN 2" OF CROSS RUNNER.THE ATTACHMENT AT THE TOP SHALL BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE STRUT.
NOTE:SEE 10, 11, 12, OR 13/A12.50 FOR CONNECTIONS OF
BRACING AND HANGER WIRE TO THE STRUCTURE ABOVE
8".
4'-0" MAX SEE NOTE 2
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NOTES:1. TIE THE ADJACENT WALLS TO CEILING MAIN & CROSS RUNNERS2. 12'-0" OC FOR SUSPENDED ACOUST CEILINGS3. INSTALL CEILING GRID USING NO 12 GA SPLAY WIRE HANGERS @ 45°, 90° TO EA OTHER (4 WIRES) BEGINNING 4'-0" FORM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12'-0" THEREAFTER
90°90°
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ACOUSTICAL TILE CLG ON SUSPENDED GRID SYSTEM
3/8" MIN CLR
REFLECTED CEILING PLAN
SECTION THRU ROOM
4
5
°
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09 51 13.F00CLG MAIN RUNNER3/8" MIN. CLR. CROSS OR MAIN RUNNER
09 51 13.J00CLG COMPRESSION STRUT
#12 GA MIN SPLAY WIRE HANGERS
(3) TIGHT TURNS IN 3" MAX.
12 GA. HANGER WIRE
CROSS RUNNER
SCHEDULED CEILING PANEL
MAIN RUNNER
"UNATTACHED WALL"BERC2
"ATTACHED WALL"BERC2
09 51 13.H00CLG SPLAY HANGER
09 51 13.B00SUSPENSION SYSTEM
09 51 13.B00SUSPENSION SYSTEM
8" MAX.
8" MAX.
3/4"
7/8"
3/4"
7/8"
SEISMIC CLIP; ARMSTRONGBERC2 OR EQUAL
SEISMIC CLIP; ARMSTRONGBERC2 OR EQUAL
NOTE: CONSTRUCTION SHALL COMPLY WITH SECTION "E", LARR #2404
LATERAL SUPPORT SHALL BE PROVIDED BY (4) WIRES (GA PER SECT "E", LARR #2404) SPLAYED IN FOUR DIRECTIONS 90° APART. CONNECT TO MAIN RUNNER AT 2" MAX FROM CROSS-RUNNER AND TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45° FROM PLANE TO CEILING. INSTALL LATERAL SUPPORTS AT 12'-0" INTERVALS EACH DIRECTION WITH FIRST POINT AT 4'-0" MAX FROM EACH WALL.
VERTICAL SUPPORT SHALL BE COMPLIANT WITH REQUIREMENTS OF 2000 IBC 1621.2.5.2.2 AND CISCA 3-4, WITH THE ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS-RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED AT 8" MAX FROM SUCH DISCONTINUITIES WHICH OCCUR WHERE CEILING IS DISRUPTED BY A WALL.
1 1/2" METAL CHANNEL AT 4'-0" O.C.
METAL FURRING CLIPS
USG METAL FURRING CHANNEL @ 2'-0" O.C.
5/8" TYPE "X" GYP BD
Date Description
SHEET NOTES
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A5.104
ACT CEILING DETAILS
-
GENG TENANT
IMPROVEMENTS
DSA IR 25-2.13
METAL SUSPENSION SYSTEMS FOR LAY-IN PANEL CEILINGS
1. GENERAL REQUIREMENTS: CBC Section 1616A.1.20 (1616.10.16*) requires the design and installation to be in compliance with ASTM C635, C636, and E580, Section 5, as amended by 2013 CBC Section 1616A.1.20 (1616.10.16*).Note: Amendments in CBC Section 1616A.1.20 (16161.10.16*) replace ASCE 7, Section 13.5.6. The requirements in this IR apply to flat and level ceiling systems whose total weight, including ceiling mounted air terminals, services and light fixtures, does not exceed four (4) psf. Heavier systems, systems that are not flat and level, and those supporting lateral loads from partitions are beyond the scope of this IR and will require special design and details.
2. SUSPENSION SYSTEM COMPONENTS: Shall comply with ASTM C635 and Section 5.1 of ASTM E580.
2.1 The ceiling grid system must be rated heavy duty as defined by ASTM C635.
2.2 Ceiling wire shall be Class 1 zinc coated (galvanized) carbon steel conforming to ASTM A641. Wire shall be # 12 gage (0.106”diameter) with soft temper and minimum tensile strength = 70 ksi.
2.3 Main runners, cross runners, splices, expansion devices, and intersection connectors shall be designed to carry a mean ultimate test load of not less than 180 lbs. in compression and tension per ASTM E580 Section 5.1.2.
3. SUSPENSION SYSTEM INSTALLATION: Shall comply with ASTM C636 and Section 5.2 of ASTM E580.
3.1 #12 gage hanger wires may be used for up to and including 4 ft. by 4 ft. grid spacing and shall be attached to main runners.
3.2 Provide #12 gage hanger wires at the ends of all main and cross runners within eight (8) inches of the support or within one-fourth (1/4) of the length of the end tee, whichever is least, for the perimeter of the ceiling area (see Figure 2). Perimeter wires are not required when the length of the end tee is eight (8) inches or less.
3.3 Ceiling grid members shall be attached to two (2) adjacent walls per ASTM E580, Section 5.2.3. Ceiling grid members shall be at least 3/4 inch clear of other walls. If walls run diagonally to ceiling grid system runners, one end of main and cross runners should be free, and a minimum of 3/4 inch clear of wall.
3.4 The width of the perimeter supporting closure angle shall be not less than two inches. Grid systems with specialty or proprietary angles and support clips may be acceptable in accordance with Section 11 below.
3.5 At the perimeter of the ceiling area, where main or cross runners are not connected to the adjacent wall, provide interconnection between the runners at the free end to prevent lateral spreading. A metal spreader strut or a #16 gage wire with a positive mechanical connection to the runner may be used and placed within eight (8) inches of the wall.Where the perpendicular distance from the wall to the first parallel runner is eight (8) inches or less, this interlock is not required.
4. EXPANSION JOINTS, SEISMIC SEPARATION JOINTS, AND PENETRATIONS:
4.1 Expansion joints shall be provided in the ceiling at intersections of corridors and at junctions of corridors and lobbies or other similar areas (see Figure 7, Detail A).
4.2 For ceiling areas exceeding 2500 square feet, a seismic separation joint shall be provided in accordance with Figure 7, Detail A, to divide the ceiling into areas not exceeding 2500 square feet. Alternatively, comply with ASTM E580, Section 5.2.9.
4.3 Penetrations through the ceiling for sprinkler heads and other similar devices that are not integrally tied to the ceiling system in the lateral direction shall have a two (2) inch oversized ring, sleeve or adapter through the ceiling tile to allow free movement of one (1) inch in all horizontal directions. Alternatively, per ASTM E580, Section 5.2.8.5, a flexible sprinkler hose fitting that can accommodate one (1) inch of ceiling movement shall be permitted to be used in lieu of the oversized ring, sleeve, or adapter.
5. LATERAL FORCE BRACING: Lateral force bracing is required per this section for all ceiling areas. The spacing of the bracing assemblies must be shown on the construction documents. Exception: Lateral force bracing may be omitted for suspended acoustical ceiling systems with a ceiling area of 144 square feet or less, when perimeter support, in accordance with Section 3.3 of this IR or with ASTM E580 Sections 5.2.2 and 5.2.3, are provided and perimeter walls are designed to carry the ceiling lateral forces.
5.1 Provide lateral force bracing assemblies consisting of a compression strut and four (4) #12 gage splayed bracing wires oriented 90 degrees from each other (see Figure 1).
5.2 Lateral force bracing assemblies shall be spaced per Table 1 for all values of the component importance factor (Ip) of the ceiling.Where, as defined in ASCE 7-10, Section 13.3.1:
TABLE 1: Lateral Force Brace Assembly Spacing
Design Spectral Acceleration Parameter SDS Brace Assembly SpacingLess than of equal to 1.15 12' x 12' Full Building HeightGreater than 1.15 and less or equal to 1.73 8' x 12' for z/h greater than 0.512' x 12' for z/ less than or equal to 0.5Greater than 1.73 8' x 8' for z/h greater than 0.5 8' x 12' for z/h less than or equal to 0.5•z = height in structure of point of attachment of ceiling with respect to the base.•h = average roof height of the structure with respect to the base.Where different brace spacing is specified at various stories, the respective ceiling plan shall clearly indicate the brace spacing. There shall be a brace assembly a distance of not more than one half of the above spacing from each surrounding wall, expansion joint and at the edges of any ceiling vertical offset. For example, where the brace spacing is 8’x12’, the distance shall be 4 feet in the direction of the 8 foot spacing and 6 feet in the direction of the 12 foot spacing.
5.3 The slope of bracing wires shall not exceed 45 degrees from the plane of the ceiling and wires shall be taut. Splices in wires are not permitted without DSA approval.
5.4 Compression struts shall be adequate to resist the vertical component induced by the bracing wires, and shall not be more than 1 (horizontal) in 6 (vertical) out of plumb.
6. ATTACHMENT OF HANGER AND BRACING WIRES:
6.1 Fasten hanger wires with not less than three (3) tight turns in three (3) inches. Hanger wire loops shall be tightly wrapped and sharply bent to prevent any vertical movement or rotation of the member within the loops (see ASTM E580, Section 5.2.7.2).
6.2 Fasten bracing wires with four (4) tight turns. Make all tight turns within a distance of one and one-half (1-1/2) inches.
6.3 Hanger or bracing wire anchored to the structure should be installed in such a manner that the direction of the anchor aligns as closely as possible with the direction of the wire.
6.4 Separate all ceiling hanger and bracing wires at least six (6) inches from all unbraced ducts, pipes, conduit, etc.
6.5 Hanger wires shall not attach to or bend around interfering material or equipment. Provide trapeze or other supplementary support members at obstructions to typical hanger spacing (see Figure 3A, Detail F). Provide additional hangers, struts or braces as required at all ceiling breaks, soffits, or discontinuous areas.
6.6 Hanger wires that are more than 1 (horizontal) in 6 (vertical) out of plumb shall have counter-sloping wires. Perimeter hanger wires at main runners that are positively attached to the perimeter closure angle, counter-sloping is optional.Note : See ASTM C-636, Figure 1, for counter-sloping methods.
6.7 When connection details differ from those in the attached figures, attachment of bracing wires to the structure above and to the main runners shall be adequate for the load imposed. The weight (Wp) shall be taken as not less than 4 psf for calculating seismic forces (Fp).
6.8 When drilled-in concrete anchors or power actuated fasteners are used in reinforced concrete for hanger wires, 1 out of 10 wire/anchor assemblies must be field tested for 200 lbs. in tension. When drilled-in concrete anchors are used for bracing wires, 1 out of 2 wire/anchor assemblies must be field tested for 440 lbs. in tension in the direction of the wire. Power actuated fasteners in concrete are not permitted for bracing wires. Note: Drilled-in anchors or power actuated fasteners require DSA approval prior to use in prestressed concrete.
7. CEILING FIXTURES, TERMINALS, AND DEVICES: All fixtures, terminals, and other devices shall be mounted in a manner that will not compromise ceiling performance in accordance with Section 13.5.6.2.2(5) of ASCE 7-10 as amended by 2013 CBC Section 1616A.1.20 (1616.10.16*) and ASTM E580 Sections 5.3 and 5.4.
7.1 Ceiling panels shall not support any light fixtures, air terminals or devices.
7.2 Light Fixtures:
7.2.1 All light fixtures shall be positively attached to the ceiling suspension systems by mechanical means to resist a horizontal force equal to the weight of the fixture. Screws or approved fasteners are required. A minimum of two attachments are required at each light fixture, per ASTM E580, Section 5.3.1.
7.2.2 Light fixtures weighing less than or equal to 10 lb. shall have a minimum of one (1) #12 gage slack safety wire connected from the fixture housing to the structure above.
7.2.3 Light fixtures weighing greater than 10 lb. but less than or equal to 56 lbs. may be supported directly on the ceiling runners, but they shall have a minimum of two (2) #12 gage slack safety wires connected from the fixture housing at diagonal corners and anchored to the structure above
7.2.4 Light fixtures weighing greater than 56 lb. shall be independently supported by not less than four (4) taut #12 gage wires attached to the housing and to the structure above. The four (4) taut #12 gage wires, including their attachment to the structure above, must be capable of supporting four (4) times the weight of the unit.
7.2.5 All four foot x four foot light fixtures must have slack safety wires at each corner unless supported per Section 7.2.4.
7.2.6 Surface-mounted fixtures shall be attached to the main runner with at least two positive clamping devices made of material with a minimum #14 gage. Rotational spring catches do not comply. A #12 gage suspension wire shall be attached to each clamping device to the structure above. Provide additional supports when light fixtures are 8 ft. or longer. Maximum spacing between supports shall not exceed 8 feet.
7.2.7 Support pendant-mounted light fixtures directly from the structure above with hanger wires or cables passing through each pendant hanger and capable of supporting two (2) times the weight of the fixture. See IR 16-9 for additional requirements for pendent mounted fixtures. If the pendant mounted light fixture is directly and independently braced below the ceiling, i.e., aircraft cables to walls, then a brace assembly is not required above the ceiling. If the pendant mounted light fixture is not directly and independently braced below the ceiling, then a bracing assembly, per Figure 1, is required where the pendant hanger penetrates the ceiling. Special details are required to attach the pendant hanger to the bracing assembly to transmit the horizontal force. Exception: Where the weight of the fixture is less than 20 pounds, the compression post shown in Figure 1 is not required.
7.2.8 Rigid conduit shall not be used for attachment of the fixtures.
7.3 Services within the Ceiling:
7.3.1 All flexible sprinkler hose fittings, ceiling-mounted air terminals or other services shall be positively attached to the ceiling suspension systems by mechanical means to resist a horizontal force equal to the weight of the component. Screws or approved fasteners are required. A minimum of two attachments are required at each component.
7.3.2 Flexible sprinkler hose fittings, ceiling-mounted air terminals or other services weighing less than or equal to 20 lb. shall have one (1) #12 gage slack safety wire attached to the terminal or service to the structure above.
7.3.3 Flexible sprinkler hose fittings, ceiling-mounted air terminals or other services weighing more than 20 lb. but less than or equal to 56 lb. shall have two (2) #12 gage slack safety wires attached to the terminal or service to the structure above.
7.3.4 Flexible sprinkler hose fittings, ceiling-mounted air terminals or other services weighing more than 56 lb. shall be supported directly from the structure above by not less than four (4) taut #12 gage wires attached to the terminal or service and to the structure above. The four (4) taut #12 gage wires, including their attachment to the structure above, must be capable of supporting four (4) times the weight of the unit.
7.4 Other Devices within the Ceiling:
7.4.1 All lightweight miscellaneous devices, such as strobe lights, occupancy sensors, speakers, exit signs, etc., shall be attached to the ceiling grid per Section 7.3.1 of this IR. In addition, devices weighing more than 10 lbs. shall have a #12 gage slack safety wire anchored to the structure above per Section 7.2.2 of this IR. Devices weighing more than 20 lbs. shall be supported from the structure above per Section 7.3.4 of this IR.
8. ADDITIONAL REQUIREMENTS:
8.1 Fire Rated Ceilings: Provide a detail and design number for rated ceiling assemblies from an authorized testing agency. The components and installation details must conform in every respect with the listed detail and number. Details shall clearly depict all components, including insulation materials, framing and attachment of the design so that the assembly can be constructed and inspected accordingly. Pop rivets, screws, or other attachments are not acceptable unless specifically detailed on the drawings and approved by U.L. and State Fire Marshal (SFM)recognized laboratories.
8.2 Metal and Other Panels: Metal panels and panels weighing more than one-half (1/2) psf, other than mineral fiber acoustical tile, are to be positively attached to the ceiling suspension runners.
8.3 Essential Services Buildings: Exitways shall be installed in accordance with Section 13.5.6.2.2(1) of ASCE 7-10 as amended by 2013 CBC Section 1616A.1.20 (1616.10.16*). A main or cross runner shall be installed on all sides of each piece of tile, board or panel and each light fixture or grill (see Figure 7, Detail B). Splices or intersection of such runners shall be attached with through connectors such as pop rivets, screws, pins, plates with end tabs or other approved connectors
8.4 Suspended Acoustical Ceilings Below Gypsum Board Ceilings: Where gypsum board or other ceiling finishes are attached to the framing, specific details will be required for the vertical hanger wire and lateral bracing wire support connections to the framing.
9. RE-USE OF EXISTING CEILING HANGER WIRES AND BRACING WIRES:
9.1 The gage and spacing of the wires must comply with the current applicable codes.
9.2 All existing ceiling hanger wire/anchor assemblies must be tested to 200 lbs.
9.3 All existing bracing wire/anchor assemblies must be field tested to 440 lbs.
9.4 If a new wire is to be spliced to an existing wire, the following is required:•The architect or structural engineer in general responsible charge must submit to the DSA for approval a detail and specification describing how the splice is to be made.•All new wires, after being spliced to the existing wires, must be field tested per Sections 9.2 and 9.3 above.•All field tests must be performed in the presence of the project inspector.
10. MODERNIZATION AND ALTERATION: The entire ceiling shall be upgraded to meet the current requirements of the CBC and this IR if any portion of the grid system is cut or altered. Exception:The replacement of existing ceiling panels with panels of the same materials and light fixtures of the same size, locations, and weights does not require an upgrade to the ceiling grid and suspension system.
11. DSA ACCEPTANCE OF EVALUATION REPORTS: Ceiling grid systems or components, with valid evaluation reports issued by qualified evaluation agencies, in accordance with DSA IR A-5, are accepted by the DSA, provided the system or component meets the requirements of CBC Section 1616A.1.20 (1616.10.16*), ASTM C635, C636 and E580. Where a qualified evaluation report is utilized, the installation shall comply with all the requirements specified in the evaluation report, i.e. connections, member sizes, perimeter details, special clips to wall angles, etc. In accordance with DSA IR A-5, DSA will accept OSHPD Preapproved Details (OPD) “2013 CBC Standard Suspended Ceiling Details for Acoustical Tile or Lay-in Panel Ceilings.”
12. CONSTRUCTION DOCUMENTS: Drawings and specifications shall clearly identify all systems and shall define or show all supporting details, lighting fixture attachment, lateral force bracing, partition bracing, seismic separations, etc. Where accepted proprietary devices, clips, wall angles, etc. are utilized, the details on the approved construction documents shall clearly indicated the installation details as necessary to show compliance with all evaluation report requirements. Where differences occur between provisions of this IR and the CBC, the provisions of the CBC shall apply. Classification of ceiling grid is HEAVY DUTY. Manufacturer's catalog number -main runner ARMSTRONG SILHOUETTE XL 1/8" REVEAL, HEAVY DUTY, 76018. Manufacturer's catalog number -cross runner ARMSTRONG SILHOUETTE XL 1/8" REVEAL, XL76458 & XL 76208. Manufacturer's catalog number of detail for runner splice (2) .
Notes: 1. Main runners must be rated as heavy duty. 2. Show manufacturer, duty classification and catalog numbers.3. If a cross runner supports light fixtures, air terminals, or other cross runners, it shall be considered a main runner for the purpose of structural classification.
SCALE:6" = 1'-0"
PERIMETER DETAIL @ ATTACHED WALL01
SCALE:3" = 1'-0"
SUSP CEILING BRACING ASSEMBLY02
SCALE:3" = 1'-0"
SUSP CEILING SEISMIC BRACING - ACT03SCALE:6" = 1'-0"
TYPICAL HANG WIRE GRID06
SCALE:3" = 1'-0"
SEISMIC CLIP ATTACHMENT DIAGRAM05
SCALE:3" = 1'-0"
TYPICAL SUSPENDED GYP BD CEILING FRAMING04
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
06 40 23.C10FILLER PANEL, PLAS LAM
REFER TO PLANS
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06 40 23COUNTERTOP, SOLID SURFACESS-02
PL-01
SCHEDULED FINISH FLOOR. REFER TO FINISHPLAN FOR MORE INFORMATION.
SCHEDULED OR EXISTING PARTITION.
SCHEDULED OUTLET DEVICE(S)
SCHEDULED EQUIPMENT/APPLIANCE; REFER TO PLANS, ELEVATION FOR ADDITIONAL INFORMATION; COORDINATE ALL MEP REQUIREMENTS ASSOCIATED
WITH SPECIFICATION. COORDINATE REQUIRED OPENING IN MILLWORK WITH CLEARANCES AND TRIM KITS AS PROVIDED.
6" CONCRETE CURB
6"
06 40 23.L01GROMMET, PLASTIC
06 40 23.L04WIRE MANAGEMENT
06 40 23.C02COUNTERTOP, PLAS LAM
06 40 23.C07
SUPPORT LEG/PANEL, PLAS LAM
REFER TO PLANS
3"
1 1/2"
REFER TO ELEVATIONS
1' - 0"
30.00°
3"
PL-01
SCHEDULED FINISH FLOOR. REFER TO FINISHPLAN FOR MORE INFORMATION.
SCHEDULED OR EXISTING PARTITION.
SCHEDULED OUTLET DEVICE(S)
PL-01
3/4"1/4"
3/
4
"
WHITE MELAMINE INTERIOR, TYP.
PLAM ADJUSTABLE SHELF WITH SHELF PINS (REFER ELEVATIONS FOR LOCATION)
PLAM DOOR
SILENCERS, TYP.
SCHEDULED COUNTERTOP, SCRIBE TO WALL. SEE ELEVATION.
SEE ELEVATION FOR BACKSPLASH HEIGHT, WHERE OCCURS
FL
EL
RE
F
E
L
E
V
PARTITION TYPE AS SCHED
REF PLAN
FL FINISH AS SCHED
CABINET PULL (MOCKETT: DP128-MATTE BLACK)
6" CONCRETE CURB
EQ-13
EQ-12
EQ-11
PL-02
PL-02
SS-03
PT-01
NOTE: ALL ELEMENTS SHOWN ON THIS DRAWING ARE FOR DIAGRAMMATIC PURPOSES ONLY. REFER TO CONSTRUCTION DRAWINGS FOR SPECIFIC SIZES, DETAILS, AND CONDITIONS.
ACC-15
PLAM FACE
SILENCERS, TYP.
SCHEDULED COUNTERTOP, PROVIDE SAME EDGE ALL SIDES
FLEL
RE
F
E
L
E
V
FL FINISH AS SCHED
PLYWOOD SUBSTRATE
MICROWAVE AS SCHED TYP. OUTLET BOX
SEE ELEVATION FOR BACKSPLASH HEIGHT
2' - 0".
SS-01
PL-02
SS-01
6" CONCRETE CURB
1/8"
RE
F
E
L
E
V
MULTIPLE HOLE & PIN SUPPORTS, @ MIN 2" OC
(1) 3/4" PLYWD ADJ SHELF, PLAM FINISH & EDGE BANDING
(2) CONT WD CLEATS AND MTL ANCHOR BRACKETS, ATTACH CAB W / MIN # 10 STS @ 18" OC W / PLASTIC CAPS MIN (2) PER CAB
PARTITION & WALL FINISH AS INDICATED
CAB DOOR AS INDICATED
U.O.N.
1'-3" TYP
CABINET PULL (MOCKETT: DP128-MATTE BLACK)
EQ-03
EQ-14
EQ-04
EQ-02
EQ-07
PT-02
STN-01
SS-01
PL-01
PL-01
WORKCOUNTER, REFER TO DETAIL IN 11/A7.100
SS-01
WD-01
COVE-01
3'X5' ANTI-FATIGUE FLOOR BAT WITH BEVELED EDGE -1/2" THICK
NOTE: ALL ELEMENTS SHOWN ON THIS DRAWING ARE FOR DIAGRAMMATIC PURPOSES ONLY. REFER TO CONSTRUCTION DRAWINGS FOR SPECIFIC SIZES, DETAILS, AND CONDITIONS.
BASE CABINET, REFER TO DETAIL IN 09/A7.100
COUNTER @ EQUIPMENT, REFER TO DETAIL IN 03/A7.100
STN-01
PL-01
SS-01
PT-02
PL-01
COVE-01
6" CONCRETE CURB
EQ-09
EQ-10
EQ-05
EQ-06
EQ-06
POS MACHINE PROVIDE BY OWNER
06 40 23.C06ADJ SHELF, PLAS LAM06 40 23.C03DOOR PANEL, PLAS LAM
06 40 23.H02HINGE, CONCEALED
REFER TO ELEVATIONS
6"
1 1/2"
06 40 23.M04
ADJ SHELF REST
SCHEDULED FINISH FLOOR. REFER TO FINISHPLAN FOR MORE INFORMATION.
SCHEDULED OR EXISTING PARTITION.
6" CONCRETE CURB
CABINET PULL (MOCKETT: DP128-MATTE BLACK)
DOUBLE 50 QT. PULL-OUT-SOFT-CLOSE WASTE CONTAINER (22 1/4"W x 23"H x 14 3/4" D)
(2) CONT WD CLEATS , ATTACH CAB W / MIN # 10 STS @ 18" OC W / PLASTIC CAPS MIN (2) PER CAB
FL
EL
CAB DRAWER FRONT AS INDICATED
(2) MTL ANCHOR BRACKETS @ EACH BASE CAB
CABINET BOTTOM
SCHEDULED COUNTERTOP, SCRIBE TO WALL. SEE ELEVATION.
SEE ELEVATION FOR BACKSPLASH HEIGHT
FL FINISH AS SCHED
DRAWER W/ TOP & BTM FULL EXTENT SLIDES
2'
-
1
0
"
2' - 0"
CABINET PULL (MOCKETT: DP128-MATTE BLACK)
6" CONCRETE CURB
Date Description
SHEET NOTES
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
1 1/2" = 1'-0"
A7.100
MILLWORK-BAR & STORAGE
-
GENG TENANT
IMPROVEMENTS
SCALE:1 1/2" = 1'-0"
BASE CABINET @ EQUIPMENT03SCALE:1 1/2" = 1'-0"
WORK COUNTER11 SCALE:1 1/2" = 1'-0"
BASE CABINET - PLASTIC LAM06
SCALE:
STORAGE CABINET AXON04
SCALE:1 1/2" = 1'-0"
BASE CABINET @ MICROWAVE08SCALE:1 1/2" = 1'-0"
UPPER CABINET10
SCALE:
FRONT & BAR BACK CABINET AXON07
SCALE:1 1/2" = 1'-0"
BASE CABINET - PLASTIC LAM @ BAR09
SCALE:1 1/2" = 1'-0"
BASE CABINET- TRASH/RECYCLE05
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
CPT-01
PL-01
PL-01
CUSTOM MILLWORK, REFER DETAIL IN 04/A7.101
COMPUTER MONITOR, PROVIDE BY OTHER
NOTE: ALL ELEMENTS SHOWN ON THIS DRAWING ARE FOR DIAGRAMMATIC PURPOSES ONLY. REFER TO CONSTRUCTION DRAWINGS FOR SPECIFIC SIZES, DETAILS, AND CONDITIONS.
GROMMET ON DESK SURFACE TO CONNECT FROM COMPUTER TO MONITOR
3' - 0"
1' - 1"
3/
4
"
WHITE MELAMINE INTERIOR, TYP.
PLAM ADJUSTABLE SHELF WITH SHELF PINS (REFER ELEVATIONS FOR LOCATION)
SILENCERS, TYP.SCHEDULED COUNTERTOP
RE
F
E
L
E
V
FLEL3"
4"
FL FINISH AS SCHED
(2) CONT WD CLEATS , ATTACH CAB W / MIN #10 STS @ 18" OC W / PLASTIC CAPS MIN (2) PER CAB
BASE TO MATCH CAB DOORS
DRAWER PULL (MOCKETT: DP3C-MATTE BLACK)
CABINET PULL (MOCKETT: DP3C-MATTE BLACK)
4"
GROMENT AT FINISH PANEL
LINEAR GROMMET
PC EQUIPMENT
3' - 0"
04A7.101________________SIDE GROMMET FOR CABLES TO CONNECT FROM OUTLET TO COMPUTER IN CABINETRY
3' - 0"
Date Description
SHEET NOTES
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A7.101
MILLWORK-GOLF COUNTER
-
GENG TENANT
IMPROVEMENTS
SCALE:
GOLF CABINET01
SCALE:3/4" = 1'-0"
GOLF CABINET PLAN03
SCALE:1 1/2" = 1'-0"
BASE CABINET - DRAWER/DOOR04
SCALE:1/2" = 1'-0"
GOLF CABINET ELEVATION02
3/4" PLYWOOD SUB-COUNTER
EPOXY FLOOR FINISH
(E) CEILING, PTD PER RCP
9"
17" MIN.
8" MIN.
6" MAX.11" MIN.
FAUCET
________________
TYP
04A7.102
(E) CONCRETE SLAB
PL05
PL04
SC01
GL01
COMPATIBLE RESILIANT WATERPROOF SEALANT AT COUNTERTOP WITH COLOR TO MATCH GROUT, TYP.
NOTES: 1. CBC 11B 606.5 HOT AND COLD WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.2. CBC 11B 606.4 AND 11B-309 FAUCET AND OPERATING MECHANISM CONTROLS SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR.3. CBC 11B 606.7 SINKS SHALL BE 6 1/2" DEEP MAXIMUM.4. THE FORCE REQUIRED TO ACTIVATE FAUCET AND OPERATING MECHANISM CONTROLS SHALL BE NO GREATER THAN 5 LBS.
MAINTAIN REQUIRED ACCESSIBILITY CLEARANCES
4 1/2"
LINEAR LED TAPELIGHT PER LIGHT FIXTURE SCHEDULE. REFER TO ELECTRICAL
________________
TYP
03A7.102
REFER TO ELEVATION
6" BLACKSPLASH
6"
SC01
1/4" THICK CLEAR MIRROR ADHERED TO 3/4" PLYWOOD BACKING
FIXED PT01 PAINTED WOOD TRIMMOUNTED TO METAL ANGLE
HANGING CLIP AS REQUIRED
BLOCKING AS REQUIRED
NEW WALL FRAMING 2"
FIXED PT01 PAINTED WOOD TRIMMOUNTED TO METAL ANGLE
HANGING CLIP AS REQUIRED
BLOCKING AS REQUIRED
NEW WALL FRAMING
PTD GYP OR TILE FINISH WHERE OCCURS
LINEAR LED TAPELIGHT PER LIGHT FIXTURE SCHEDULE. REFER TO ELECTRICAL
2"
1/4" THICK CLEAR MIRROR ADHERED TO 3/4" PLYWOOD BACKING
1' - 9"
SEE SECTION
3" MIRROR
PER MFR.
2" MIN.
FINISH OPENING
1' - 0"
5 3/4"
EQ EQ
5 1/2"
FRONT EDGE OF COUNTERTOP
LAVATORY BASIN BELOW
FINISHED EDGE OF COUNTERTOP AT LAVATORY
PL-04 FAUCET. SEE PLUMBING FIXTURE SCHEDULE
ACC-06 SOAP DISPENSER. SEE ACCESSORY SCHEDULE
FRONT EDGE OF MIRROR, SEE SECTION 03/A7.102
FINISHED WALL SURFACE
2' - 0" COUNTERTOP
PT-02
SS-01
COVE-01
PROVIDE WOOD BLOCK INFILL, PAINTED PT-02
CUSTOM MIRROR MILLWORK WITH LIGHTING UNDER, REFER DETAIL IN A7.102
ACC-02
ACC-01
P-04 ACC-06
P-03
NOTE: ALL ELEMENTS SHOWN ON THIS DRAWING ARE FOR DIAGRAMMATIC PURPOSES ONLY. REFER TO CONSTRUCTION DRAWINGS FOR SPECIFIC SIZES, DETAILS, AND CONDITIONS.
2"
FIXED PT01 PAINTED WOOD TRIMMOUNTED TO METAL ANGLE
BLOCKING AS REQUIRED
1/4" THICK CLEAR MIRROR ADHERED TO 3/4" PLYWOOD BACKING
NEW WALL FRAMING
Date Description
SHEET NOTES
GENERAL NOTES
Project Name
Project Number
Description
Scale
Seal / Signature
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
ARCHITECT AND INTERIOR DESIGN
288 N Santa Anita Ave, Arcadia, CA 91006
OWNER
Tel 626.676.2814
PERFECT DESIGN & ENGINEERING.
MEP Engineers2416 W Valley Blvd,Alhambra, CA 91803626-289-8808
BLEUPRINTZ
Structural Engineers138 Soaring EngleIrvine, CA 92618949-546-9499
As indicated
A7.102
MILLWORK-RESTROOM
-
GENG TENANT
IMPROVEMENTS
SCALE:1 1/2" = 1'-0"
COUNTERTOP SECTION AT SINK01
SCALE:6" = 1'-0"
RESTROOM MIRROR EDGE DETAIL03
SCALE:6" = 1'-0"
RESTROOM MIRROR EDGE DETAIL BOH04
SCALE:3" = 1'-0"
TYPICAL LAVATORY LAYOUT02
SCALE:
RESTROOM SINK05
SCALE:6" = 1'-0"
RESTROOM MIRROR EDGE PLAN DETAIL BOH106
3 2022/11/14 ISSUE FOR BUILDING PERMIT
4 2023/01/27 HEALTH PERMIT REVISION 1
Ref North
Project Name
Project Number
Description
Scale
Seal / Signature
NOT FORCONSTRUCTION
PERFECT DESIGN & ENGINEERING.2416 W Valley Blvd,Alhambra, CA 91803626.289.8808
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
288 N Santa Anita Ave, Arcadia, CA 91006
As indicated
GENG TENANTIMPROVEMENTS
BP-22028
SD-1
GENERAL NOTES &
TYPICAL DETAILS
STRUCTURAL GENERAL NOTES
PLYWOOD DIAPHRAGM DETAIL 1
IN-FILL WOOD FLOOR PLATES 2
IN-FILL WOOD FLOOR PLATES @ STEP 3
IN-FILL WOOD FLOOR PLATES @ STOREFRONT 4
IN-FILL WOOD FLOOR PLATES @ STEP 5
IN-FILL WOOD FLOOR PLATES @ STEP 7
IN-FILL WOOD FLOOR PLATES @ EXISTING RAMP 6
IN-FILL WOOD FLOOR PLATES @ STEP 8
MAIN ENTRY
ENTRY
(E) ADA RESTROOM
NIC
Ref North
Project Name
Project Number
Description
Scale
Seal / Signature
NOT FORCONSTRUCTION
PERFECT DESIGN & ENGINEERING.2416 W Valley Blvd,Alhambra, CA 91803626.289.8808
2202 S Figueroa St. #135Los Angeles, CA 90007 Tel 626.786.5977
288 N Santa Anita Ave, Arcadia, CA 91006
As indicated
GENG TENANTIMPROVEMENTS
BP-22028
A14” = 1’-0”FOUNDATION PLAN
LEGENDS
S-1
FOUNDATION PLAN
NEW FLOOR IN-FILL SHEATHING