PROJECT SITE
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
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TITLE SHEET
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-001
09/27/2024
JP
SD, DDA, AK JP
BID SET
SIGNAL HILL CITY HALL LOBBY MODERNIZATION
2175 CHERRY AVE, SIGNAL HILL, CA 90755
PROJECT DIRECTORY PROJECT INFORMATION
PROJECT SCOPE
• MODERNIZATION OF 2ND FLOOR LOBBY
• MODERNIZATION OF 1ST, 2ND AND 3RD FLOOR RAILINGS
• 1ST AND 2ND COUNTER WALL MODERNIZATION
• DOOR AND WINDOW UPGRADES AND REPLACEMENTS
• OFFICE LIGHTING AND HVAC ADJUSTMENTS
• CHAMBER CEILING TILES, DAIS UPGRADES AND LIGHT FIXTURES UPDATES • BREAK AREA AND CONFERENCE ROOM CASEWORK FINISH UPDATE • RESTROOM TILE FINISH UPDATE
SHEET INDEX
OCCUPANCY:
CONSTRUCTION TYPE:
FIRE SPRINKLERED:
BUILDING HEIGHT:
NUMBER OF STORIES:
BUILDING AREA:
B, A-3, S
DESCRIPTION
V-B
NO
46' - 4"
3 16,764 SF
562-989-7355 (805) 543-1794
[email protected] [email protected]
Thomas Bekele Julia Powers
Signal Hill, CA 90755 San Luis Obispo, CA 93401
2175 Cherry Ave, 3765 S. Higuera St. Suite 102
SIGNAL HILL CITY HALL RRM DESIGN GROUP
APPLICANT ARCHITECT
VICINITY MAP
AREA OF WORK
UTILITIES
WATER SERVICE CITY OF SIGNAL HILL
ELECTRICAL SERVICE
GAS SERVICE
TELEPHONE SERVICE
GARBAGE SERVICE
CABLE SERVICE
SCE
LONG BEACH GAS
FRONTIER
EDCO Disposal
SPECTRUM
SEWER SERVICE LACSD
SITE INFORMATION:
APN:
STREET ADDRESS:
ZONING:
LOT SIZE:
2175 CHERRY AVE.
SIGNAL HILL, CA 90755
053-153-010
NUMBER OF STORIES:
BUILDING INFORMATION:
OCCUPANCY GROUP:
SPRINKLERED:
HIGH FIRE ZONE: No
NO
3 • EXTERIOR AND INTERIOR WALLS
• LOBBY
• COUNCIL CHAMBERS
• CONFERENCE ROOM
• KITCHEN
• PRIVATE OFFICES
G-001 TITLE SHEET
G-002 GENERAL INFORMATION
G-203 CAL GREEN REQUIREMENTS
G-204 CAL GREEN REQUIREMENTS
G-205 CAL GREEN REQUIREMENTS
G-403 BUILDING CODE ANALYSIS - LEVEL 1
G-404 BUILDING CODE ANALYSIS - LEVEL 2
G-405 BUILDING CODE ANALYSIS - LEVEL 3
G-941 GN-ACCESSIBILTIY DETAILS - CLEARANCES
G-942 GN-ACCESSIBILTIY DETAILS - STAIRS
G-943 ACCESSIBILITY DETAILS - RESTROOMS
GENERAL: 11
AD-101 FIRST FLOOR PLAN - DEMO
AD-102 SECOND FLOOR PLAN - DEMO
AD-103 THIRD FLOOR PLAN - DEMO
AD-111 FIRST FLOOR REFLECTED CEILING PLAN - DEMO
AD-112 SECOND FLOOR REFLECTED CEILING PLAN - DEMO
AD-113 THIRD FLOOR REFLECTED CEILING PLAN - DEMO
AD-401 ENLARGED LOBBY FLOOR PLAN - DEMO
AD-402 ENLARGED LOBBY REFLECTED CEILING PLAN - DEMO
DEMOLITION: 8
A-101 FIRST FLOOR PLAN
A-102 SECOND FLOOR PLAN
A-103 THIRD FLOOR PLAN
A-111 FIRST FLOOR REFLECTED CEILING PLAN
A-112 SECOND FLOOR REFLECTED CEILING PLAN
A-113 THIRD FLOOR REFLECTED CEILING PLAN
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-401 ENLARGED LOBBY FLOOR PLAN
A-402 ENLARGED LOBBY REFLECTED CEILING PLAN
A-403 ENLARGED RESTROOMS
A-501 FINISH PLANS - LEVEL 1
A-502 FINISH PLAN - LEVEL 2
A-503 FINISH PLAN - LEVEL 3
A-504 ENLARGED LOBBY FINISH PLAN
A-505 FINISH SCHEDULE AND LEGENDS
A-511 INTERIOR ELEVATIONS
A-512 INTERIOR ELEVATIONS
A-513 INTERIOR ELEVATIONS
A-514 INTERIOR ELEVATIONS
A-515 INTERIOR ELEVATIONS
A-516 INTERIOR ELEVATIONS
A-517 INTERIOR ELEVATIONS
A-601 DOOR, GATE AND WINDOW SCHEDULE
A-901 ARCHITECTURAL DETAILS - DOOR AND WINDOW
A-902 ARCHITECTURAL DETAILS - DOOR AND WINDOW
A-903 ARCHITECTURAL DETAILS
A-911 ARCHITECTURAL DETAILS
A-912 ARCHITECTURAL DETAILS
A-913 ARCHITECTURAL DETAILS - METAL PANEL
ARCHITECTURAL: 30
Grand total: 49
VARIES
298 SF
1,130 SF
544 SF
308 SF
VARIES
USE OF PLANS: THESE PLANS ARE THE PROPERTY OF RRM AND MAY NOT BE USED WITHOUT THE EXPRESS, WRITTEN CONSENT.
1. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT
AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE/SHE SHALL BE PRECEDING AT HIS/HER OWN RISK.
2. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL DIMENSIONS ARE ROUGH AND TO FACE OF FRAMING.
3. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS
SUSPECTED TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL
NATURE, ALL GRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THE CONTRACTOR SHALL NOTIFY THE OWNER. THE FIND SHALL
BE LEFT UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED
ARCHAEOLOGIST OR PALEONTOLOGIST IS MADE.
4. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS.
5. CONTRACTOR TO REVIEW CALIFORNIA GREEN CODE REQUIREMENTS FOR CONTRACTOR REQUIREMENTS.
6. TEMPORARY FACILITIES: CONTRACTOR SHALL PAY FOR, PROVIDE AND
MAINTAIN TEMPORARY FACILITIES FOR PROJECT PROTECTION AND
CONSTRUCTION, AND AS REQUIRED BY LOCAL REGULATION AND THESE DOCUMENTS. SUCH FACILITIES INCLUDE, BUT ARE NOT LIMITED TO: TOILETS,
LIGHTS, HEATERS, POWER, GAS, FANS, WATER, PHONES, FENCES, SIGNS, SHEDS, ETC. REMOVE FROM SITE UPON COMPLETION OF WORK. OBTAIN
BUILDING OFFICIAL OR FIRE MARTIAL APPROVAL PRIOR TO USE OF ANY TEMPORARY HEATING DEVICE.
7. CONTRACTOR SHALL PROVIDE FOR PROTECTION AND SAFETY:
RESPONSIBLE FOR ALL ITEMS (SIGNS, LIGHTS, FENCES, BRACING, ANCHORAGE, FIRE-EXTINGUISHERS, ETC.) NECESSARY FOR THE PROTECTION OF
THE PUBLIC, WORKERS, MATERIALS, CONSTRUCTION AND PROPERTY PER
LOCAL, STATE AND FEDERAL REQUIREMENTS (INCLUDING EARTHQUAKES, FIRES, SPILLS, ACCIDENTS, EROSION, MUD, DUST, ETC.).
8. CONTRACTOR TO PROVIDE COMPLETE DETAILS OF ENGINEERED TEMPORARY SHORING OR SLOT CUTTING PROCEDURES ON PLANS. CALL FOR INSPECTION BEFORE EXCAVATION BEGINS.
9. A SEPERATE OFFICER, ACCESS EASEMENT/AGREEMENT, AND/OR
RECIPRICAL ACCESS EASEMENT/AGREEMENT MAY BE REQUIRED TO
ENSURE THAT THE PROPOSED PRIVATE ACCESS ROADWAY WILL REMAIN
OPEN TO THROUGH TRAFFIC AND EMERGENCY VEHICLES PRIOR TO FINAL OF BUILDING PERMIT.
10. SHOP WELDS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP.
PROJECT GENERAL NOTES
1 BID ADDENDUM 1 10/11/24
1 1
NORTH ARROW
LEVEL
DESIGNATION
GRID REFERENCE
SECTION REFERENCE
VIEW SHEET LOCATION
REFERENCE SHEET LOCATION
VIEW NUMBER
VIEW TITLE
LEVEL
ELEVATION
BUILDING LEVELS
DETAIL REFERENCE
Name
0' - 0"
A101
1 SIM
A101
1 SIM
BUILDING ELEVATION
A101
1 SIM
A101
1 2
3 4
INTERIOR ELEVATIONS
ROOM TAG
DOOR TAG
WINDOW TAG
STOREFRONT TAG
WALL TAG
REVISION TAG CENTERLINE
S
01 101
View Name
A-101 A-202 SCALE: 1/8" = 1'-0"
20 0
P1?
MATERIAL TAG
Room name
RM #
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
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GENERAL INFORMATION
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-002
09/27/2024
JP
SD, DDA, AK JP
BID SET
SYMBOLS
DOORS
1. EGRESS DOORS (2022 CBC 1010.1)
a. MEANS OF EGRESS DOORS SHALL MEET THE REQUIREMENTS OF 2022 CBC 1010.1
b. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREAS CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY (2022 CBC 1010.1.2.1) c. ALL EXTERIOR DOOR LANDINGS ARE TO BE NOT MORE THAN 2% IN RUNNING AND CROSS SLOPE (2022 CBC1010.1.4)
d. DOORS IN THE FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7 INCHES. WHERE A LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE, DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING TO LESS THAN ONE-HALF ITS REQUIRED WIDTH.
DOOR LANDINGS SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44" EXCEPT AS NOTED PER 2022 CBC 1010.1.5. e. EGRESS DOORS SHALL BE READILY OPENABLE FROM BOTH SIDES
WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT EXCEPT AS SPECIFICALLY PERMITTED PER 2022 CBC 1010.2.
f. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION EXCEPT AS NOTED PER 2022 CBC 1010.2.1. g. SWINGING DOORS SERVING A GROUP H OCCUPANCY AND SWINGING DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF 50 OR
MORE IN A GROUP A OR E OCCUPANCY ASSEMBLY AREA NOT CLASSIFIED AS AN ASSEMBLY OCCUPANCY E, I-2 OR I-2.1 OCCUPANCIES SHALL NOT BE
PROVIDED WITH A LATCH OR LOCK OTHER THAN PANIC HARDWARE OR FIRE EXIT HARDWARE EXCEPT AS NOTED PER 2022 CBC 1010.2.9. h. EXIT OR EXIT ACCESS DOORS SERVING TRANSFORMER VAULTS, ROOMS
DESIGNATED FOR BATTERIES OR ENERGY STORAGE SYSTEMS, OR
MODULAR DATA CENTERS SHALL BE EQUIPPED WITH PANIC HARDWARE OR FIRE EXIT HARDWARE.
ROOMS CONTAINING ELECTRICAL EQUIPMENT RATED 800 AMPERES OR
MORE, THAT CONTAIN OVERCURRENT DEVICES, SWITCHING DEVICES OR
CONTROL DEVICES AND WHERE THE EXIT OR EXIT ACCESS DOOR IS LESS THAN 25 FEET (7620 MM) FROM THE EQUIPMENT WORKING SPACE AS REQUIRED BY NFPA 70, SUCH DOORS SHALL NOT BE PROVIDED WITH A
LATCH OR LOCK OTHER THAN PANIC HARDWARE OR FIRE EXIT
HARDWARE. THE DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL (2022 CBC 1010.2.9.2)
i. REQUIREMENTS FOR DOOR HANDLES, PULLS, LATCHES, LOCKS AND
OTHER OPERATING DEVICES AT EGRESS DOORS IN OTHER THAN GROUP R AND M OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS SHALL COMPLY WITH 2022 CALIFORNIA REFERENCED STANDARDS CODE SFM STANDARD 12-10-202
• HARDWARE SHALL HAVE A SMOOTH FINISH WITH NO SHARP OR
BURRED EDGES
• LEVER-ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1/2" OF THE DOOR FACE
2. ACCESSIBILITY REQUIREMENTS AT DOORS, DOORWAYS, AND GATES (2022 CBC 11B-404)
a. MINIMUM CLEAR WIDTH AT ACCESSIBLE DOORS IS 32" MEASURED
BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (2022 CBC 11B-404.2.3)
b. MANEUVERING CLEARANCES SHALL COMPLY WITH (2022 CBC 11B-404.2.4).
REFER TO PLANS FOR MINIMUM CLEARANCES
c. THRESHOLDS SHALL BE 1/2" HIGH MAX (2022 CBC 11B-404.2.5); REFER TO
DOOR DETAILS
d. MAXIMUM DOOR OPENING FORCE OF 5 LBS. AT EXTERIOR AND INTERIOR
DOORS, AND AS ALLOWABLE BY THE ADMINISTRATIVE AUTHORITY AT FIRE DOORS (NOT TO EXCEED 15 LBS). (2022 CBC 11B-404.2.9)
e. HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS,
LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL HAVE A SHAPE
THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT
GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE (2022 CBC 11B-404.2.7 AND 2022 CBC 11B-309.4)
f. OPERABLE PARTS SHALL BE BETWEEN 34 INCHES AND 44 INCHES ABOVE THE FLOOR (2022 CBC 11B-404.2.7)
g. 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 MINIMUM (2022 CBC
11B-404.2.8.1)
h. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FF OR GROUND
SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE EXCEPT AS NOTED PER 2022 CBC 11B-404.2.10
3. OPENING PROTECTIVES AND FIRE DOOR ASSEMBLIES (2022 CBC 716 AND NFPA 80)
a. FIRE DOORS SHALL COMPLY WITH THE PROVISIONS OF 2022 CBC 716 AND NFPA 80
b. FIRE DOORS SHALL BE LATCHING AND SELF- OR AUTOMATIC-CLOSING PER 2022 CBC 716.2.6.1
c. SIDE-HINGED DOORS SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C (2022 CBC 716.2.1.1)
d. UNLESS OTHERWISE SPECIFICALLY PERMITTED, SINGLE SIDE-HINGED
SWINGING FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE-HINGES
SWINGING FIRE DOORS SHALL BE PROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED 2022 CBC 716.2.6.2 e. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN CORRIDOR WALLS OR SMOKE
BARRIER WALLS HAVING A FIRE-RESISTANCE RATING IN ACCORDANCE WITH TABLE 716.1(2) SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST EXCEPT AS NOTED PER 2022 CBC 716.2.2.1
f. FIRE DOOR ASSEMBLIES THAT SERVE AS SMOKE AND DRAFT CONTROL ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH UL 1784 (2022 CBC 716.2.1.4)
g. FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY.
THE LABELS SHALL COMPLY WITH NFPA 80, AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME 2022 CBC 716.2.9
h. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL BE LABELED IN ACCORDANCE WITH SECTION 2022 CBC 716.2.9.1 AND SHALL SHOW THE LETTER "S" ON THE FIRE RATING LABEL OF THE DOOR PER 2022 CBC 716.2.9.3
i. PER 2022 CBC 716.2.9.1, FIRE DOORS SHALL BE LABELED SHOWING THE
NAMES OF THE MANUFACTURER OR OTHER IDENTIFICATION READILY
TRACEABLE BACK TO THE MANUFACTURER, THE NAME OR TRADEMARK OF
THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING
AND, WHERE REQUIRED FOR FIRE DOORS IN INTERIOR EXIST STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS BY 2022 CBC SECTION 716.2.2.3, THE MAXIMUM TRANSMITTED TEMPERATURE END POINT.
4. GLAZING
a. GLAZING IN ALL DOOR ASSEMBLIES AND FIRE WINDOW ASSEMBLIES SHALL COMPLY WITH 2022 CBC CHAPTER 24 - SAFETY GLAZING. LOCATIONS TO BE NOTED WITH "T".
b. GLAZING USED IN FIRE DOOR ASSEMBLIES AND FIRE WINDOW ASSEMBLIES SHALL COMPLY WITH 2022 CBC 716.1.2 IN ADDITION TO THE
REQUIREMENTS OF SECTIONS 2022 CBC 716.2 AND 2022 CBC 716.3 RESPECTIVELY, AND NFPA 80
c. IN 20-MIN FIRE DOOR ASSEMBLIES, GLAZING SHALL HAVE A MIN. FIREPROTECTION-RATED GLAZING OF 20 MINUTES AND SHALL BE EXEMPT FROM THE HOSE STREAM TEST (2022 CBC 716.2.5.3) (TRANSOM AND SIDELITES SEE 2022 CBC 716.2.5.4) d. FIRE PROTECTION RATED GLAZING SHALL BE PROHIBITED IN FIRE WALLS AND FIRE BARRIERS RATED GREATER THAN 1 HOUR EXCEPT AS PROVIDED IN 2022 CBC 716.2.5.1.2.1 AND 716.2.5.1.2.2
GENERAL NOTES
USE OF PLANS: THESE PLANS ARE THE PROPERTY OF RRM AND MAY NOT BE USED WITHOUT THE EXPRESS, WRITTEN CONSENT.
THESE NOTES APPLY TO ALL PORTIONS, PHASES AND SUBCONTRACTORS OF THIS PROJECT.
APPLICABLE CODES ARE STANDARDS:
• 2022 CALIFORNIA BUILDING CODE AND ITS APPENDICES AND
STANDARDS.
• 2022 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND
STANDARDS.
• 2022 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS.
• 2022 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS. • 2022 CALIFORNIA ELECTORAL CODE AND ITS APPENDICES AND STANDARDS.
• 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. • 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE AND ITS APPENDICES AND STANDARDS.
• CURRENT CITY OF ARROYO GRANGE MUNICIPAL CODE.
1. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT
AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO
NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO, HE/SHE SHALL BE PRECEDING AT HIS/HER OWN RISK.
2. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL DIMENSIONS ARE ROUGH AND TO THE FACE OF FRAMING. .
3. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS
SUSPECTED TO BE ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALL
GRADING AND EXCAVATION SHALL CEASE IN IMMEDIATE AREA AND THE CONTRACTOR SHALL NOTIFY THE OWNER. THE FIND SHALL BE LEFT
UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST IS MADE.
4. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS.
5. CONTRACTOR TO REVIEW CALIFORNIA GREEN CODE REQUIREMENTS FOR CONTRACTOR REQUIREMENTS.
6. TEMPORARY FACILITIES: CONTRACTOR SHALL PAY FOR, PROVIDE AND
MAINTAIN TEMPORARY FACILITIES FOR PROJECT PROTECTION AND
CONSTRUCTION, AND AS REQUIRED BY LOCAL REGULATION AND THESE DOCUMENTS. SUCH FACILITIES INCLUDE, BUT ARE NOT LIMITED TO: TOILETS,
LIGHTS, HEATERS, POWER, GAS FANS, WATER, PHONES, FENCES, SIGNS, SHEDS, ETC. REMOVE FROM SITE UPON COMPLETION OF WORK. OBTAIN
BUILDING OFFICIAL OR FIRE MARTIAL APPROVAL PRIOR TO USE OF ANY TEMPORARY HEATING DEVICE.
7. CONTRACTOR SHALL PROVIDE FOR PROTECTION AND SAFETY:
RESPONSIBLE FOR ALL ITEMS (SIGNS, LIGHTS, FENCES, BRACING, ANCHORAGE, FIRE-EXTINGUISHERS, ETC.) NECESSARY FOR THE PROTECTION OF
THE PUBLIC, WORKERS, MATERIALS, CONSTRUCTION AND PROPERTY PER
LOCAL, STATE, AND FEDERAL REQUIREMENTS (INCLUDING EARTHQUAKES, FIRES, SPILLS, ACCIDENTS, EROSION, MUD, DUST ETC.).
8. THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE A CERTIFICATE ON THE SITE FOR THE GRADING INSPECTOR. THE GRADING INSPECTOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS., AND FOR BOTTOM INSPECTION, BEFORE FILL IS PLACED. FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE GRADING INSPECTOR.
9. A SEPARATE OFFICER, ACCESS EASEMENT/AGREEMENT, AND/OR
RECIPROCAL ACCESS EASEMENT/AGREEMENT MAY BE REQUIRED TO
ENSURE THAT THE PROPOSED PRIVATE ACCESS ROADWAY WILL REMAIN
OPEN TO THROUGH TRAFFIC AND EMERGENCY VEHICLES PRIOR TO FINAL OF BUILDING PERMIT.
10. SHOP WELDS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP.
11. ALL HORIZONTAL CEILING DRYWALL APPLIED TO TRUSSES SHALL BE 5/8" GYPSUM BOARD.
12. ALL EXTERIOR WINDOWS PER OWNER SPECS. REFER TO PLANS FOR SIZE AND EXTERIOR ELEVATIONS FOR ALL GRIDS & COLORS.
13. WATER HEATER: (REFER TO BUILDING ANALYSIS REPORT)
a. HOT WATER INLET AND OUTLET PIPES INSULATED: EXTERNALLY WRAPPED WITH R-4 OR GREATER (FIRST 5 FEET IN UNCONDITIONED SPACES).
b. PROVIDE A TEMPERATURE AND PRESSURE RELIEF VALVE WITH A FULL
SIZE DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE PROTRUDING 6" MINIMUM @ 2' MAX. ABOVE GRADE POINTING DOWNWARD TO THE
TERMINATION - UNTHREADED.
c. COMBUSTION AIR PER MANUFACTURE REQUIREMENTS.
d. CLEARANCES PER MANUFACTURE REQUIREMENTS.
e. THE BURNERS AND BURNER IGNITION DEVICES SHALL BE LOCATED 18"
ABOVE THE GARAGE FLOOR UNLESS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT (NFPA54:9.1.10.2) (2022 CPC SEC. 507.13) f. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION;
STRAPPING SHALL BE WITHIN UPPER 1/3 & LOWER 1/3 OF TANK. LOWER STRAP 4" ABOVE CONTROLS. (2022 CPC SEC. 507.2)
g. WHEN INSTALLED IN A GARAGE THE WATER HEATER SHALL BE GUARDED AGAINST DAMAGE. (2022 CPC SEC. 507.13.1)
14. PROVIDE WATER RESISTIVE BARRIER. WHEN PLASTER IS INSTALLED OVER WOOD BASED SHEATHING, BARRIER SHALL COMPLY WITH 2022 CBC SECTIONS 2510.6.1 OR 2510.6.2.
15. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A BACK-DRAFT DAMPER. EXHAUST DUCT IS LIMITED TO 14'-0" W/ TWO ELBOWS. THIS SHALL BE REDUCED 2'-0" FOR EVERY ELBOW IN EXCESS OF TWO. MIN. DIA. 4", SMOOTH, METAL DUCT (2022 CMC SEC. 504.4)
16. ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED AS PER
MANUFACTURER'S SPECIFICATION AND DIMENSIONS VERIFIED WITH INSTALLATION REQUIREMENTS.
17. SHOWERS AND TUB-SHOWER COMBINATIONS: CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES (2022 CPC SEC. 408.3)
18. PROVIDE TEMPERED GLAZING IN DOORS AND ENCLOSURES FOR SHOWERS,
BATHTUBS, SAUNAS, STEAM ROOMS, HOT TUBS & SIMILAR USES WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60-INCHES ABOVE A STANDING SURFACE. (2022 CBC 2406.4.5)
19. HEATING AND AIR-CONDITIONING SYSTEM DESIGN SHALL CONFORM TO CALGREEN SEC. 4.507.2.
20. PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE SIDE OF WALLS AND
CEILINGS COMMON TO DWELLING AND COVER ALL BEAMS & POSTS, AS WELL AS SOFFITS & FURRED SPACES. ALSO AT UNDERSIDE OF ACCESSIBLE UNDER STAIR AREAS. ONE HOUR CONSTRUCTION FOR ALL WALLS & SOFFITS.
21. SITE ACCESSIBILITY
ACCESSIBLE PATH OF TRAVEL
1. THE ACCESSIBLE ROUTES OF TRAVEL AS INDICATED ON PLAN IS A BARRIER
FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES, SURFACE IS STABLE AND SLIP RESISTANT. THIS PATH SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MIN AND PROTRUDING OBJECTS GREATER THAN A 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80", PER 2022 CBC 11B-402
2. ACCESSIBLE ROUTES SHALL BE PROVIDED WHERE REQUIRED BY 2022 CBC SECTION 11B-206.2. EXISTING BUILDINGS AND FACILITIES SALLY COMPLY WITH 2022 CBC 11B-202.
3. SITE ARRIVAL POINTS. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE
PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER DROP-OFF AND LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES MUST BE ACCESSIBLE (2022 CBC 11B-206.2.1)
4. WITHIN A SITE. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT
ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS,
AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE EXCEPT AS NOTED PER 2022 CBC 11B-206.2.2
5. FLOOR AND GROUND SURFACES: FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT PER 2022 CBC 11B-302.1. OPENINGS
IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2 INCH DIAMETER. ELONGATED OPENINGS SHALL BE
PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL, PER CBC 2022 11B-302.3
6. CHANGES IN LEVELS: VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE ¼ INCH HIGH MAXIMUM AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL GREATER THAN ¼ INCH AND NOT EXCEEDING ½ INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 2022 CBC 11B-303, 11B-303.2 & 11B-303.3
7. PROTRUDING OBJECTS: PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL COMPLY WITH CBC 11B-307. OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80" AFF OR GROUND SHALL PROTRUDE 4" MAXIMUM INTO THE CIRCULATION PATH. HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2" MAXIMUM. 2022 CBC 11B-307.2
8. FREE STANDING OBJECTS MOUNTED ON POSTS SHALL OVERHANG CIRCULATION PATHS 12" MAX WHEN LOCATED 27" MIN AND 80" MAX AFF.
WHERE A SIGN OR OBSTRUCTION IS MOUNTED BTWN POSTS AND THE CLEAR DISTANCE BTWN POSTS IS GREATER THAN 12", THE LOWEST EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27" MAX OR 80" MIN AFF. 2022 CBC 11B-307.3
1. ALL JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING
ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE
CAULKED, GASKETED, WETHER-STRIPPED OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION (2022 CEnC SEC. 110.7)
2. ATTTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE (2022 CEnC SEC. 150.0(a)3)
3. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT LIGHTS INTEGRAL TO
INSTALLED LUMINAIRES OR EXHAUST FANS SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POWER PER LUMINAIRE OR EXHAUST FAN.
NIGHT LIGHTS SHALL NOT BE REQUIRED TO BE CONTROLLED BY VACANCY SENSORS (Exception 2 to 2022 CEnC SEC. 150.0(k)1A)
4. ALL INSTALLED LUMINAIRES SHALL BE HIGH EFFICACY IN ACCORDANCE WITH CEnC TABLE 150.0-A. (2022 CEnC 150(k)1A)
5. THE NUMBER OF ELECTRICAL BOXES THAT ARE MORE THAN 5 FEET ABOVE
THE FINISHED FLOOR AND DO NOT CONTAIN A LUMINAIRE OR OTHER DEVICE SHALL BE NO GREATER THAN THE NUMBER OF BEDROOMS. THESE
ELECTRICAL BOXES MUST BE SERVED BY A DIMMER, VACANCY SENSOR CONTROL, OR FAN SPEED CONTROL. (2022 CEnC 150(k)1E)
ENERGY CODE MANDATORY FEATURES
A/C AIR CONDITIONING
ABV ABOVE
ACOUS ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES ACT
AFCI ARC FAULT CIRCUIT INTERRUPTER
AFF ABOVE FINISH FLOOR
AL ALUMINUM
ALT ALTERNATE
ARCH ARCHITECT(URAL)
BD BOARD
BDRM BEDROOM
BET BETWEEN
BIT BITUMINOUS
BLDG BUILDNG
BLKG BLOCKING
BLW BELOW
BM BEAM
BOT BOTTOM
BUR BUILT UP ROOF
CB CATCH BASIN
CBC CALIFORNIA BUILDING CODE
CEM CEMENT
CFM CUBIC FEET PER MINUTE
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CPT CARPET
CT CERAMIC TILE
CTR CENTER
DBL DOUBLE
DF DRINKING FOUNTAIN
DIA DIAMETER, DIAPHRAGM
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWN SPOUT
DTL DETAIL
DW DISHWASHER
DWG DRAWING
(E) EXISTING
E EAST
EA EACH
EJ EXPANSION JOINT
EL,
ELEV
ELEVATION
ELEC ELECTRIC
ENCL ENCLOSURE
EQ EQUAL
EQUIP EQUIPMENT
EXH EXHAUST
EXP EXPANSION
EXT EXTERIOR
FACP FIRE ALARM CONTROL PANEL
FAU FORCED AIR UNIT
FAWP FLUID APPLIED WATERPROOFING
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIN FINISH
FIXT FIXTURE
FLR FLOOR
FLUOR FLOURESCENT
FND FOUNDATION
FO FACE OF
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOIC FURNISHED BY OWNER INSTALLED BY
CONTRACTOR
FOM FACE OF MASONRY
FOS FACE OF STUD
FRP FIBERGLASS REINFORCED PANELS
FT FOOT OR FEET
FTG FOOTING
GA GAUGE, GAGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GT GROUT
GWB GYPSUM BOARD
GYP GYPSUM
HB HOSE BIBB
HC HOLLOW CORE
HDWD HARDWOOD
HDWR HARDWARE
HGT HEIGHT
HM HOLLOW METAL
HORIZ HORIZONTAL
HVAC HEATING, VENTILATION, A/C
ID INSIDE DIAMETER
IIC IMPACT INSULATION CLASS
IN INCH
INCAND INCANDESCENT
INSUL INSULATION, INSULATED
INT INTERIOR
JC JANITORS CLOSET
JT JOINT
LAM LAMINATE
LAV LAVATORY
LBS POUNDS
LEED LEADERSHIP IN ENERGY AND
ENVIRONMENTAL DESIGN
LF LINEAR FEET
LIN LINEN CLOSET
LINO LINOLEUM
LT(G) LIGHT(ING)
LVL LAMINATED VENEER LUMBER
LVT LUXURY VINYL TILE
LW LIGHTWEIGHT
MAX MAXIMUM
MDF MEDIUM DENSITY FIBERBOARD
MECH MECHANICAL
MEMB MEMBRANE
MEP MECHANICAL, ELECTRICAL, PLUMBING
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
N NORTH
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O.P. OVERFLOW PIPE
OC ON CENTER
OD OVERFLOW DRAIN
OFF OFFICE
OH OPPOSITE HAND
OPG OPENING
OPP OPPOSITE
(P) PROPOSED
PERM PERIMETER
PERP PERPENDICULAR
PG PAINT GRADE
PL PLATE, PROPERTY LINE
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PLYWD PLYWOOD
PNL PANEL
PP POWER POLE
PR PAIR
PRTN PARTITION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSL PARALLEL STRAND LUMBER
PT PRESSURE TREATED
PTD PAINTED
PV PHOTO VOLTAIC
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
QTY QUANTITY
R RADIUS, RISER
RB RUBBER BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFRIGERATOR
REINF REINFORCED
REQD REQUIRED
RH RIGHT HAND
RM ROOM
RO ROUGH OPENING
RTU ROOF TOP UNIT (MECH)
S SOUTH
SAFB SOUND ATTENUATION FIBER BATT
SAWP SELF ADHEREING WATERPROOFING
SC SCUPPER/SOLID CORE
SCHED SCHEDULE
SEAL SEALANT
SECT SECTION
SF SQUARE FOOT
SHT SHEET
SHTHG SHEATHING
SIM SIMILAR
SM SHEET METAL
SPEC SPECIFICATION
SQ SQURE
SS SOLID SURFACE
SSTL STAINLESS STEEL
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUPSPENDED
SV SHEET VINYL
SYM SYMMMETRICAL
T TREAD
T&G TONGUE & GROOVE
TB TACKBOARD
TEL TELEPHONE
TEMP TEMPERED
TER TERRAZZO
THK THICK
THR THRESHOLD
TJI TRUSS JOIST I-JOIST
TO TOP OF
TOS TOP OF SLAB
TOW TOP OF WALL
TRANS TRANSFORMER
TV TELEVISION
TYP TYPICAL
UFAS UNIFORM FEDERAL ACCESSIBILITY
STANDARDS
UG UNDERGROUND
UNFIN UNFINISHED
UNO ULNESS NOTED OTHERWISE
UV UTRAVIOLET
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VIF VERIFY IN FIELD
VTR VENT TERMINATION PIPE
VWC VINYL WALL COVERING
W WEST
W/ WITH
W/D WASHER DRYER
W/O WITHOUT
WC WATERCLOSET
WD WOOD
WDW WINDOW
WH WATER HEATER
WI WROUGHT IRON
WIN WINDOW
WP WATERPROOF(ING)
WR WEATHER RESISTIVE
WRB WATER RESISTIVE BARRIER
WSCT WAINSCOT
WT WEIGHT
WWF WELDED WIRE FABRIC
YD YARD
ABBREVIATIONS
STAIRS AND HANDRAILS NOTES
1. VERIFY ALL DIMENSIONS AND FIELD VERIFY EXTERIOR FINISH GRADE
ELEVATIONS AT EACH BUILDING FOR EACH STAIR
2. HANDRAIL: HEIGHT SHALL BE MIN. 34", MAX. 38" ABOVE STAIR NOSING. (2022 CBC SEC.1014.2)
3. THE HAND GRIP PORTION OF THE HANDRAIL SHALL BE: TYPE 1: A MINIMUM DIAMETER OF 1-1/4" AND A MAXIMUM DIAMETER OF 2" IN CROSS SECTION DIMENSION (2022 CBC SEC. 1014.3.1) OR TYPE 2: A PERIMETER GREATER THAN 6 1/4" SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE (2022 CBC SEC. 1014.3.2). THE GRIP SHALL BE 1-1/2" CLEAR FROM WALL. (2022 CBC SEC. 1014.7)
4. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS WHERE REQUIRED BY 2022 CBC 11B 505.2. HANDRAILS AT ONE SIDE SHALL BE PERMITTED AS ALLOWED BY 2022 CBC 1011.11 EXCEPTION 1
5. HANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN OR LANDING. (2022 CBC SEC. 1014.4, EXC. 1)
6. EXCEPT AS NOTED PER 2022 CBC 1014.6, WHERE HANDRAILS ARE NOT
CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND
HORIZONTALLY AT LEAST 12" BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. AT
RAMPS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN RUNS, THE HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING 12" MIN BEYOND THE TOP AND BOTTOM OF RAMP RUNS.
7. HEADROOM: PROVIDE A MINIMUM OF 80" (6'-8") CLEAR ABOVE ALL PORTIONS OF THE STAIRS AND LANDINGS. THIS DIMENSION SHALL BE MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. (2022 CBC SEC. 1011.3)
8. GUARDS SHALL BE NOT LESS THAN 42 INCHES HIGH, MEASURED VERTICALLY. (2022 CBC SEC. 1015.3)
9. FOR REQUIRED GUARDS, INTERMEDIATE MEMBERS SHALL BE SPACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. (2022 CBC SEC. 1015.4)
10. FOR OCCUPANCIES IN GROUP R-3, AND WITHIN INDIVIDUAL DWELLING UNITS IN OCCUPANCIES IN GROUP R-2, GUARDS ON THE OPEN SIDES OF STAIRS ALSO SERVING AS A HANDRAIL SHALL BE NOT LESS THAN 34" OR MORE THAN 38". (2022 CBC SEC. 1015.3, EXC. 2)
11. USABLE SPACE UNDER STAIRS SHALL BE PROTECTED WITH 1/2" TYPE X GYPSUM BOARD OR ANOTHER ACCEPTABLE 1-HOUR FIRE-RESISTANCERATED CONSTRUCTION OR THE RESISTANCE RATING OF THE STAIRWAY ENCLOSURE, WHICHEVER IS GREATER. (2022 CBC SEC. 1011.7.3, EXC)
12. MINIMUM TREAD DEPTH SHALL BE 10" (INTERIOR OF UNITS) AND 11" (EXTERIOR OF UNITS). (2022 CBC SEC. 1011.5.2, EXC. 3). MAXIMUM VARIATION OF 3/8" (2022 CBC SEC. 1011.5.4)
13. MAXIMUM RISE SHALL BE 7.75" (INTERIOR OF UNITS) AND 7" (EXTERIOR OF UNITS).(2022 CBC SEC. 1011.5.2, EXC. 3). MAXIMUM VARIATION OF 3/8" (2022 CBC SEC. 1011.5.4)
14. STAIRWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL HAVE A MINIMUM CLEAR WIDTH OF 36". (2022 CBC SEC. 1011.2, EXC. 1)
15. RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL NOT BE LESS THAN 1/16" AND NOT GREATER THAN 9/16". (2022 CBC SEC. 1011.5.5)
16. NOSING PROJECTIONS: THE LEADING EDGES OF TREADS SHALL NOT BE MORE THAN 1 1/4" BEYOND THE TREAD BELOW. (2022 CBC SEC. 1011.5.5.1)
17. EXTERIOR LANDING OF EXTERIOR STAIR SHALL NOT HAVE A SLOPE OF MORE THAN 1/4" PER FOOT FOR DRAINAGE. COORDINATE WITH CIVIL DWGS.
18. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR
STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MIN OF 2" WIDE TO A MAX OF 4" WIDE PLACED PARALLEL TO , AND NOT MORE THAN 1" FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE
SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND
SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.
GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. (2022 CBC 11B-504.4.1)
WINDOWS
1. WINDOWS IN HAZARDOUS LOCATIONS REQUIRE SAFETY GLAZING MATERIALS. (2022 CBC SEC. 2406.4)
a. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A
DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED
POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE SHALL BE
CONSIDERED TO BE A HAZARDOUS LOCATION (2022 CBC 2406.4.2) b. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHICH MEETS ALL
OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION (2022 CBC 2406.4.3)
• EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
• EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR • EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR • ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHES
HORIZONTALLY OF THE PLANE OF THE GLAZING
c. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE
OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS
SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION EXCEPT AS NOTED PER 2022 CBC 2406.4.6
d. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 60 INCHES ABOVE THE LANDING AND WITHIN A 60 INCH HORIZONTAL ARC THAT IS LESS THAN 180 DEGREES
FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION EXCEPT AS NOTED PER 2022 CBC 2406.4.7
2. AT HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING, PROVIDE IDENTIFICATION FOR EACH PANE PER 2022 CBC 2406.3
3. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING WITH A MAX SILL HEIGHT OF 44" AFF, MIN NET CLEAR OPENING FOR EMERGENCY ESCAPE SHALL BE 5.7 SF. EXCEPTION: MIN 5 SF AT GROUND FLOOR, MINIMUM NET CLEAR OPENING DIMENSIONS: HEIGHT: 24", WIDTH: 20". EGRESS WINDOWS SHALL BE
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. (2022 CBC SECTION 1031)
4. WINDOWS IN GROUP R-1, R-2, AND R-3 BUILDINGS INCLUDING DWELLING UNITS
WHERE THE BOTTOM OF THE CLEAR OPENING OF AN OPERABLE WINDOW IS LOCATED LESS THAN 36 INCHES ABOVE THE FINISHED FLOOR AND MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE
EXTERIOR OF THE BUILDING, SHALL COMPLY WITH ONE OF THE FOLLOWING PER 2022 CBC 1015.8:
• OPERABLE WINDOWS WHERE THE OPENINGS WILL NOT ALLOW A 4-
INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE
WINDOW IS IN ITS LARGEST OPENED POSITION
• OPERABLE WINDOWS WHERE THE OPENINGS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090 • OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH 2022 CBC SECTION 1015.8.1 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
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all/3090-01 Signal Hill.rvt
10/11/2024 2:14:55 P
M
CAL GREEN REQUIREMENTS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-203
09/27/2024
JP
SD, DDA, AK JP
BID SET
ALLOWABLE RATING
TABLE 5.106.8 [N] -
MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATING1, 2 LUMINAIRE GREATER THAN 2
MOUNTING HEIGHTS (MH) FROM
PROPERTY LINE
MAXIMUM ALLOWABLE
BACKLIGHT RATING3(B)
LIGHTING
ZONE LZ4
NO LIMIT
LUMINAIRE BACK HEMISPHERE
IS 1-2 MH FROM PROPERTY LINE
LUMINAIRE BACK HEMISPHERE
IS 0.5-1 MH FROM PROPERTY
LINE
LUMINAIRE BACK HEMISPHERE
IS LESS THAN 0.5 MH FROM
PROPERTY LINE
NO LIMITN/A NO LIMIT NO LIMIT
FOR AREA LIGHTING3
MAXIMUM ALLOWABLE
UPLIGHT RATING (U)
FOR ALL OTHER OUTDOOR
LIGHTING, INCLUDING
DECORATIVE LUMINAIRES
MAXIMUM ALLOWABLE
GLARE RATING (G)
LUMINAIRE GREATER THAN 2
MOUNTING HEIGHTS (MH) FROM
PROPERTY LINE
LUMINAIRE FRONT HEMISPHERE
IS 1-2 MH FROM PROPERTY LINE
LIGHTING
ZONE LZ3
LIGHTING
ZONE LZ2
LIGHTING
ZONE LZ1
LIGHTING
ZONE LZ0
B4B4B3B2N/A
B3B3B2B1N/A
B2B1B0B0N/A
U0U0U0U0N/A
U4U3U2U1N/A
G4G3G2G1N/A
G2G1G1G0N/A
LUMINAIRE FRONT HEMISPHERE
IS 0.5-1 MH FROM PROPERTY
LINE
LUMINAIRE FRONT HEMISPHERE
IS LESS THAN 0.5 MH FROM
PROPERTY LINE
G1G1G0G0N/A
G1G0G0G0N/A
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (JANUARY 2023) DIVISION 5.1 PLANNING AND DESIGN
5.106 SITE DEVELOPMENT
5.106.1 STORMWATER POLLUTION FOR PROJECTS THAT DISTURB LESS THAN
ONE ACRE OF LAND
NEWLY CONSTRUCTED PROJECTS AND ADDITIONS WHICH DISTURB LESS
THAN ONE ACRE OF LAND AND ARE NOT PART OF A LARGER COMMON PLAN
OF DEVELOPMENT OR SALE SHALL PREVENT THE POLLUTION OF
STORMWATER RUNOFF FROM THE CONSTRUCTION ACTIVITIES THROUGH ONE OR MORE OF THE FOLLOWING MEASURES:
5.106.1.1 LOCAL ORDINANCE
COMPLY WITH A LAWFULLY ENACTED STORMWATER MANAGEMENT AND/OR EROSION CONTROL ORDINANCE.
5.106.1.2 BEST MANAGEMENT PRACTICES (BMP’S)
PREVENT THE LOSS OF SOIL THROUGH WIND OR WATER EROSION BY
IMPLEMENTING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL AND GOOD HOUSEKEEPING BMP’S.
1. SOIL LOSS BMP’S THAT SHOULD BE CONSIDERED FOR IMPLEMENTATION
AS APPROPRIATE FOR EACH PROJECT INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
a. SCHEDULING CONSTRUCTION ACTIVITY DURING DRY WEATHER, WHEN POSSIBLE.
b. PRESERVATION OF NATURAL FEATURES, VEGETATION, SOIL AND BUFFERS AROUND SURFACE WATERS.
c. DRAINAGE SWALES OR LINED DITCHES TO CONTROL
STORMWATER FLOW.
d. MULCHING OR HYDROSEEDING TO STABILIZE DISTURBED SOILS. e. EROSION CONTROL TO PROTECT SLOPES.
f. PROTECTION OF STORM DRAIN INLETS (GRAVEL BAGS OR
CATCH BASIN INSERTS).
g. PERIMETER SEDIMENT CONTROL (PERIMETER SILT FENCE, FIBER ROLLS).
h. SEDIMENT TRAP OR SEDIMENT BASIN TO RETAIN SEDIMENT ON SITE.
i. STABILIZED CONSTRUCTION EXITS.
j. WIND EROSION CONTROL.
k. OTHER SOIL LOSS BMP'S ACCEPTABLE TO THE ENFORCING
AGENCY.
2. GOOD HOUSEKEEPING BMP’S TO MANAGE CONSTRUCTION EQUIPMENT,
MATERIALS, NON-STORMWATER DISCHARGES, AND WASTES THAT
SHOULD BE CONSIDERED FOR IMPLEMENTATION AS APPROPRIATE FOR EACH PROJECT INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
a. DEWATERING ACTIVITIES.
b. MATERIAL HANDLING AND WASTE MANAGEMENT.
c. BUILDING MATERIALS STOCKPILE MANAGEMENT.
d. MANAGEMENT OF WASHOUT AREAS (CONCRETE, PAINTS,
STUCCO, ETC.).
e. CONTROL OF VEHICLE/EQUIPMENT FUELING TO CONTRACTOR'S STAGING AREA.
f. VEHICLE AND EQUIPMENT CLEANING PERFORMED OFF SITE.
g. SPILL PREVENTION AND CONTROL.
h. OTHER HOUSEKEEPING BMP'S ACCEPTABLE TO THE ENFORCING AGENCY.
5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB
ONE OR MORE ACRES OF LAND
COMPLY WITH ALL LAWFULLY ENACTED STORMWATER DISCHARGE
REGULATIONS FOR PROJECTS THAT (1) DISTURB ONE ACRE OR MORE OF LAND, OR (2) DISTURB LESS THAN ONE ACRE OF LAND BUT ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE.
NOTE: PROJECTS THAT (1) DISTURB ONE ACRE OR MORE OF LAND, OR (2)
DISTURB LESS THAN ONE ACRE OF LAND BUT ARE PART OF A LARGER
COMMON PLAN OF DEVELOPMENT OR SALE MUST COMPLY WITH THE
POSTCONSTRUCTION REQUIREMENTS DETAILED IN THE APPLICABLE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL
PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH
CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES ISSUED BY THE STATE
WATER RESOURCES CONTROL BOARD OR THE LAHONTAN REGIONAL
WATER QUALITY CONTROL BOARD (FOR PROJECTS IN THE LAKE TAHOE HYDROLOGIC UNIT).
THE NPDES PERMITS REQUIRE POSTCONSTRUCTION RUNOFF
(POSTPROJECT HYDROLOGY) TO MATCH THE PRECONSTRUCTION RUNOFF (PRE-PROJECT HYDROLOGY) WITH THE INSTALLATION OF
POSTCONSTRUCTION STORMWATER MANAGEMENT MEASURES. THE NPDES
PERMITS EMPHASIZE RUNOFF REDUCTION THROUGH ON-SITE
STORMWATER USE, INTERCEPTION, EVAPOTRANSPIRATION AND
INFILTRATION THROUGH NONSTRUCTURAL CONTROLS, SUCH AS LOW
IMPACT DEVELOPMENT (LID) PRACTICES AND CONSERVATION DESIGN MEASURES. STORMWATER VOLUME THAT CANNOT BE ADDRESSED USING
NONSTRUCTURAL PRACTICES IS REQUIRED TO BE CAPTURED IN
STRUCTURAL PRACTICES AND BE APPROVED BY THE ENFORCING AGENCY.
REFER TO THE CURRENT APPLICABLE PERMITS ON THE STATE WATER RESOURCES CONTROL BOARD WEBSITE AT:
WWW.WATERBOARDS.CA.GOV/CONSTRUCTIONSTORMWATER.
CONSIDERATION TO THE STORMWATER RUNOFF MANAGEMENT MEASURES
SHOULD BE GIVEN DURING THE INITIAL DESIGN PROCESS FOR
APPROPRIATE INTEGRATION INTO SITE DEVELOPMENT.
CHAPTER 1 - ADMINISTRATION
SECTION 101 GENERAL
101.1 TITLE.
THESE REGULATIONS SHALL BE KNOWN AS THE CALIFORNIA GREEN
BUILDING STANDARDS CODE AND MAY BE CITED AS SUCH AND WILL BE REFERRED TO HEREIN AS “THIS CODE.” IT IS INTENDED THAT IT SHALL ALSO BE KNOWN AS THE CALGREEN CODE. THE CALIFORNIA GREEN BUILDING STANDARDS CODE IS PART 11 OF THIRTEEN PARTS OF THE OFFICIAL
COMPILATION AND PUBLICATION OF THE ADOPTION, AMENDMENT AND
REPEAL OF BUILDING REGULATIONS TO THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, ALSO REFERRED TO AS THE CALIFORNIA BUILDING STANDARDS CODE.
101.2 PURPOSE.
THE PURPOSE OF THIS CODE IS TO IMPROVE PUBLIC HEALTH, SAFETY AND
GENERAL WELFARE BY ENHANCING THE DESIGN AND CONSTRUCTION OF
BUILDINGS THROUGH THE USE OF BUILDING CONCEPTS HAVING A REDUCED
NEGATIVE IMPACT OR POSITIVE ENVIRONMENTAL IMPACT AND
ENCOURAGING SUSTAINABLE CONSTRUCTION PRACTICES IN THE
FOLLOWING CATEGORIES:
1. PLANNING AND DESIGN.
2. ENERGY EFFICIENCY.
3. WATER EFFICIENCY AND CONSERVATION.
4. MATERIAL CONSERVATION AND RESOURCE EFFICIENCY.
5. ENVIRONMENTAL QUALITY.
101.3 SCOPE.
THE PROVISIONS OF THIS CODE SHALL APPLY TO THE PLANNING, DESIGN,
OPERATION, CONSTRUCTION, USE AND OCCUPANCY OF EVERY NEWLY
CONSTRUCTED BUILDING OR STRUCTURE, UNLESS OTHERWISE INDICATED IN THIS CODE, THROUGHOUT THE STATE OF CALIFORNIA.
IT IS NOT THE INTENT THAT THIS CODE SUBSTITUTE OR BE IDENTIFIED AS
MEETING THE CERTIFICATION REQUIREMENTS OF ANY GREEN BUILDING PROGRAM.
SECTION 301 GENERAL
301.1 SCOPE.
BUILDINGS SHALL BE DESIGNED TO INCLUDE THE GREEN BUILDING
MEASURES SPECIFIED AS MANDATORY IN THE APPLICATION CHECKLISTS CONTAINED IN THIS CODE. VOLUNTARY GREEN BUILDING MEASURES ARE
ALSO INCLUDED IN THE APPLICATION CHECKLISTS AND MAY BE INCLUDED IN
THE DESIGN AND CONSTRUCTION OF STRUCTURES COVERED BY THIS
CODE, BUT ARE NOT REQUIRED UNLESS ADOPTED BY A CITY, COUNTY, OR CITY AND COUNTY AS SPECIFIED IN SECTION 101.7.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS
[BSC-CG] THE PROVISIONS OF INDIVIDUAL SECTIONS OF CHAPTER 5 APPLY TO NEWLY CONSTRUCTED BUILDINGS, BUILDING ADDITIONS OF 1,000
SQUARE FEET OR GREATER, AND/OR BUILDING ALTERATIONS WITH A PERMIT VALUATION OF $200,000 OR ABOVE (FOR OCCUPANCIES WITHIN THE AUTHORITY OF CALIFORNIA BUILDING STANDARDS COMMISSION). CODE
SECTIONS RELEVANT TO ADDITIONS AND ALTERATIONS SHALL ONLY APPLY
TO THE PORTIONS OF THE BUILDING BEING ADDED OR ALTERED WITHIN THE SCOPE OF THE PERMITTED WORK.
A CODE SECTION WILL BE DESIGNATED BY A BANNER TO INDICATE WHERE THE CODE SECTION ONLY APPLIES TO NEWLY CONSTRUCTED BUILDINGS [N] OR TO ADDITIONS AND/OR ALTERATIONS [A]. WHEN THE CODE SECTION APPLIES TO BOTH, NO BANNER WILL BE USED.
301.3.1 NONRESIDENTIAL ADDITIONS AND ALTERATIONS THAT CAUSE UPDATES TO PLUMBING FIXTURES ONLY:
NOTE: ON AND AFTER JANUARY 1, 2014, CERTAIN COMMERCIAL REAL PROPERTY, AS DEFINED IN CIVIL CODE SECTION 1101.3, SHALL HAVE ITS
NONCOMPLIANT PLUMBING FIXTURES REPLACED WITH APPROPRIATE
WATER-CONSERVING PLUMBING FIXTURES UNDER SPECIFIC
CIRCUMSTANCES. SEE CIVIL CODE SECTION 1101.1 ET SEQ. FOR
DEFINITIONS, TYPES OF COMMERCIAL REAL PROPERTY AFFECTED,
EFFECTIVE DATES, CIRCUMSTANCES NECESSITATING REPLACEMENT OF
NONCOMPLIANT PLUMBING FIXTURES, AND DUTIES AND
RESPONSIBILITIES FOR ENSURING COMPLIANCE.
301.3.2 WASTE DIVERSION
THE REQUIREMENTS OF SECTION 5.408 SHALL BE REQUIRED FOR
ADDITIONS AND ALTERATIONS WHENEVER A PERMIT IS REQUIRED FOR WORK.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES (SEE GBSC)
301.5 HEALTH FACILITIES (SEE GBSC)
SECTION 302 MIXED OCCUPANCY
BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS.
IN MIXED OCCUPANCY BUILDINGS, EACH PORTION OF A BUILDING SHALL
COMPLY WITH THE SPECIFIC GREEN BUILDING MEASURES APPLICABLE TO EACH SPECIFIC OCCUPANCY.
SECTION 102 CONSTRUCTION
DOCUMENTS AND INSTALLATION
VERIFICATION
102.1 SUBMITTAL DOCUMENTS.
CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL BE SUBMITTED IN ONE OR MORE SETS WITH EACH APPLICATION FOR A PERMIT. WHERE
SPECIAL CONDITIONS EXIST, THE ENFORCING AGENCY IS AUTHORIZED TO
REQUIRE ADDITIONAL CONSTRUCTION DOCUMENTS TO BE PREPARED BY A LICENSED DESIGN PROFESSIONAL AND MAY BE SUBMITTED SEPARATELY.
EXCEPTION: THE ENFORCING AGENCY IS AUTHORIZED TO WAIVE THE
SUBMISSION OF CONSTRUCTION DOCUMENTS AND OTHER DATA NOT REQUIRED TO BE PREPARED BY A LICENSED DESIGN PROFESSIONAL. 102.2 INFORMATION ON CONSTRUCTION DOCUMENTS.
CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TO
INDICATE THE LOCATION, NATURE AND SCOPE OF THE PROPOSED GREEN
BUILDING FEATURE AND SHOW THAT IT WILL CONFORM TO THE PROVISIONS
OF THIS CODE, THE CALIFORNIA BUILDING STANDARDS CODE AND OTHER
RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS AS DETERMINED BY THE ENFORCING AGENCY.
102.3 VERIFICATION.
DOCUMENTATION OF CONFORMANCE FOR APPLICABLE GREEN BUILDING MEASURES SHALL BE PROVIDED TO THE ENFORCING AGENCY. ALTERNATE
METHODS OF DOCUMENTATION SHALL BE ACCEPTABLE WHEN THE
ENFORCING AGENCY FINDS THAT THE PROPOSED ALTERNATE
DOCUMENTATION IS SATISFACTORY TO DEMONSTRATE SUBSTANTIAL
CONFORMANCE WITH THE INTENT OF THE PROPOSED GREEN BUILDING MEASURE.
CHAPTER 3 - GREEN BUILDING
CHAPTER 5 - NONRESIDENTIAL
MANDATORY MEASURES
5.106.8 LIGHT POLLUTION REDUCTION [N].
OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH THE FOLLOWING:
1. THE MINIMUM REQUIREMENTS IN THE CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 0-4 AS DEFINED IN CHAPTER 10, SECTION 10-114 OF THE CALIFORNIA ADMINISTRATIVE CODE; AND
2. BACKLIGHT (B) RATINGS AS DEFINED IN IES TM-15-11 (SHOWN IN TABLE A-1 IN CHAPTER 8);
3. UPLIGHT AND GLARE RATINGS AS DEFINED IN CALIFORNIA ENERGY CODE (SHOWN IN TABLES 130.2-A AND 130.2-B IN CHAPTER 8) AND
4. ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN TABLE
5.106.8 [N],
OR COMPLY WITH A LOCAL ORDINANCE LAWFULLY ENACTED PURSUANT TO SECTION 101.7, WHICHEVER IS MORE STRINGENT.
EXCEPTIONS: [N]
1. LUMINAIRES THAT QUALIFY AS EXCEPTIONS IN SECTION 130.2(B) AND 140.7 OF THE CALIFORNIA ENERGY CODE
2. EMERGENCY LIGHTING.
3. BUILDING FACADE MEETING THE REQUIREMENTS IN TABLE 140.7-B OF THE CALIFORNIA ENERGY CODE, PART 6.
4. CUSTOM LIGHTING FEATURES AS ALLOWED BY THE LOCAL ENFORCING AGENCY, AS PERMITTED BY SECTION 101.8 ALTERNATE MATERIALS, DESIGNS AND METHODS OF CONSTRUCTION.
5. LUMINAIRES WITH LESS THAN 6,200 INITIAL LUMINAIRE LUMENS.
NOTES: [N]
1. SEE ALSO CALIFORNIA BUILDING CODE, CHAPTER 12, SECTION 1205.7
FOR COLLEGE CAMPUS LIGHTING REQUIREMENTS FOR PARKING
FACILITIES AND WALKWAYS.
2. REFER TO CHAPTER 8 (COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAL) FOR IES TM-15-11 TABLE A1, CALIFORNIA ENERGY CODE TABLES 130.2-A AND 130.2-B.
3. REFER TO THE CALIFORNIA ENERGY CODE FOR REQUIREMENTS FOR ADDITIONS AND ALTERATIONS.
SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS.
FOR SHELL BUILDINGS AND OTHERS CONSTRUCTED FOR FUTURE TENANT
IMPROVEMENTS, ONLY THOSE CODE MEASURES RELEVANT TO THE
BUILDING COMPONENTS AND SYSTEMS CONSIDERED TO BE NEW
CONSTRUCTION (OR NEWLY CONSTRUCTED) SHALL APPLY.
303.1.1 INITIAL TENANT IMPROVEMENTS
THE PROVISIONS OF THIS CODE SHALL APPLY ONNLY TO THE INITIAL TENANT IMPROVEMENTS TO A PROJECT. SUBSEQUENT TENANT
IMPROVEMENTS SHALL COMPLY WITH THE SCOPING PROVISIONS IN SECTION 301.3 NON-RESIDENTIAL ADDITIONS AND ALTERATIONS. 1 IESNA LIGHTING ZONES 0 ARE NOT APPLICABLE; REFER TO LIGHTING ZONES AS DEFINED IN THE CALIFORNIA ENERGY CODE AND CHAPTER 10 OF THE CALIFORNIA ADMINISTRATIVE CODE.
2 FOR PROPERTY LINES THAT ABUT PUBLIC WALKWAYS, BIKEWAYS,
PLAZAS AND PARKING LOTS, THE PROPERTY LINE MAY BE CONSIDERED TO BE 5 FEET BEYOND THE ACTUAL PROPERTY LINE FOR PURPOSE OF DETERMINING COMPLIANCE WITH THIS SECTION. FOR PROPERTY LINES
THAT ABUT PUBLIC ROADWAYS AND PUBLIC TRANSIT CORRIDORS, THE
5.106.8.1 FACING - BACKLIGHT
LUMINAIRES WITHIN 2MH OF A PROPERTY LINE SHALL BE ORIENTED SO THAT
THE NEAREST PROPERTY LINE IS BEHIND THE FIXTURE, AND SHALL COMPLY WITH THE BACKLIGHT RATING SPECIFIED IN TABLE 5.106.8 BASED ON THE
LIGHTING ZONE AND DISTANCE TO THE NEAREST POINT OF THAT PROPERTY LINE.
EXCEPTION: CORNERS. IF TWO PROPERTY LINES (OR TWO SEGMENTS OF THE
SAME PROPERTY LINE) HAVE EQUIDISTANT POINTS TO THE LUMINAIRE, THEN
THE LUMINAIRE MAY BE ORIENTED SO THAT THE INTERSECTION OF THE TWO LINES (THE CORNER) IS DIRECTLY BEHIND THE LUMINAIRE. THE LUMINAIRE
SHALL STILL USE THE DISTANCE TO THE NEAREST POINT(S) ON THE PROPERTY LINES TO DETERMINE THE REQUIRED BACKLIGHT RATING.
5.106.8.2 FACING - GLARE
FOR LUMINAIRES COVERED BY 5.106.8.1, IF A PROPERTY LINE ALSO EXISTS WITHIN OR EXTENDS INTO THE FRONT HEMISPHERE WITHIN 2MH OF THE
LUMINAIRE THEN THE LUMINAIRE SHALL COMPLY WITH THE MORE STRINGENT GLARE RATING SPECIFIED IN TABLE 5.106.8 BASED ON THE LIGHTING ZONE AND
DISTANCE TO THE NEAREST POINT ON THE NEAREST PROPERTY LINE WITHIN THE FRONT HEMISPHERE.
5.106.10 GRADING AND PAVING
CONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR A DRAINAGE
SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
1. SWALES.
2. WATER COLLECTION AND DISPOSAL SYSTEMS.
3. FRENCH DRAINS.
4. WATER RETENTION GARDENS.
5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE.
EXCEPTION: ADDITIONS AND ALTERATIONS NOT ALTERING THE DRAINAGE PATH.
5.106.12 SHADE TREES
[DSA-SS] SHADE TREES SHALL BE PLANTED TO COMPLY WITH SECTIONS
5.106.12.1, 5.106.12.2, AND 5.106.12.3. PERCENTAGES SHOWN SHALL BE MEASURED AT NOON ON THE SUMMER SOLSTICE. LANDSCAPE IRRIGATION
NECESSARY TO ESTABLISH AND MAINTAIN TREE HEALTH SHALL COMPLY WITH SECTION 5.304.6.
5.106.12.1 SURFACE PARKING AREAS
SHADE TREE PLANTINGS, MINIMUM #10 CONTAINER SIZE OR EQUAL, SHALL BE INSTALLED TO PROVIDE SHADE OVER 50 PERCENT OF THE PARKING AREA WITHIN 15 YEARS.
EXCEPTIONS: THE SURFACE PARKING AREA COVERED BY SOLAR
PHOTOVOLTAIC SHADE STRUCTURES, OR SHADE STRUCTURES, WITH ROOFING MATERIALS THAT COMPLY WITH TABLE A5.106.11.2.2 IN APPENDIX A5, SHALL BE PERMITTED IN WHOLE OR IN PART IN LIEU OF SHADE TREE PLANTINGS.
5.106.12.2 LANDSCAPE AREAS
SHADE TRESS PLANTINGS, MINIMUM #10 CONTAINER SIZE OR EQUAL SHALL BE INSTALLED TO PROVIDE SHADE OF 20% OF THE LANDSCAPE AREA WITHIN 15 YEARS.
EXCEPTIONS: PLAYFIELDS FOR ORGANIZED SPORT ACTIVITY ARE NOT INCLUDED IN THE TOTAL AREA CALCULATION.
5.106.12.3. HARDSCAPE AREAS.
SHADE TREE PLANTINGS, MINIMUM #10 CONTAINER SIZE OR EQUAL SHALL BE INSTALLED TO PROVIDE SHADE OVER 20% OF THE HARDSCAPE AREA WITHIN 15 YEARS.
EXCEPTIONS: WALKS, HARDSCAPE AREAS COVERED BY SOLAR
PHOTOVOLTAIC SHADE STRUCTURES, AND HARDSCAPE AREAS
COVERED BY SHADE STRUCTURES WITH ROOFING MATERIALS THAT COMPLY WITH TABLE A5.106.11.2.2 IN APPENDIX A5, SHALL BE PERMITTED IN WHOLE OR IN PART IN LIEU OF SHADE TREE PLANTINGS.
DESIGNATED AND MARKED PLAY AREAS OF ORGANIZED SPORT
ACTIVITY ARE NOT INCLUDED IN THE TOTAL AREA CALCULATION..
5.303 INDOOR WATER USE
DIVISION 5.3 WATER EFFICIENCY AND
CONSERVATION
5.303.1 METERS
SEPARATE SUBMETERS OR METERING DEVICES SHALL BE INSTALLED FOR THE USES DESCRIBED IN SECTIONS 5.303.1.1 AND 5.303.1.2.
5.303.1.1 NEW BUILDINGS OR ADDITIONS IN EXCESS OF 50,000 SQUARE FEET SEPARATE SUBMETERS SHALL BE INSTALLED AS FOLLOWS:
1. FOR EACH INDIVIDUAL LEASED, RENTED, OR OTHER TENANT SPACE WITHIN THE BUILDING PROJECTED TO CONSUME MORE THAN 100
GAL/DAY (380 L/DAY), INCLUDING, BUT NOT LIMITED TO, SPACES
USED FOR LAUNDRY OR CLEANERS, RESTAURANT OR FOOD
SERVICE, MEDICAL OR DENTAL OFFICE, LABORATORY, OR BEAUTY SALON OR BARBER SHOP.
2. WHERE SEPARATE SUBMETERS FOR INDIVIDUAL BUILDING TENANTS
ARE UNFEASIBLE, FOR WATER SUPPLIED TO THE FOLLOWING
SUBSYSTEMS:
a. MAKEUP WATER FOR COOLING TOWERS WHERE FLOW
THROUGH IS GREATER THAN 500 GPM (30 L/S).
b. MAKEUP WATER FOR EVAPORATIVE COOLERS GREATER THAN 6
GPM (0.04 L/S).
c. STEAM AND HOT-WATER BOILERS WITH ENERGY INPUT MORE
THAN 500,000 BTU/H (147 KW).
5.201 GENERAL
DIVISION 5.2 ENERGY EFFICIENCY
5.201.1 SCOPE. CALIFORNIA ENERGY CODE
FOR THE PURPOSES OF MANDATORY ENERGY EFFICIENCY STANDARDS IN THIS
CODE, THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY BUILDING STANDARDS.
5.301 GENERAL
5.301.1 SCOPE
THE PROVISIONS OF THIS CHAPTER SHALL ESTABLISH THE MEANS OF
CONSERVING WATER USED INDOORS, OUTDOORS AND IN WASTEWATER CONVEYANCE.
PROPERTY LINE MAY BE CONSIDERED TO BE THE CENTERLINE OF THE
PUBLIC ROADWAY OR PUBLIC TRANSIT CORRIDOR FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH THIS SECTION.
3 GENERAL LIGHTING LUMINAIRES IN AREAS SUCH AS OUTDOOR PARKING, SALES OR STORAGE LOTS SHALL MEET THESE REDUCED RATINGS.
DECORATIVE LUMINAIRES LOCATED IN THESE AREAS SHALL MEET UVALUE LIMITS FOR "ALL OTHER OUTDOOR LIGHTING." NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:55 P
M
CAL GREEN REQUIREMENTS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-204
09/27/2024
JP
SD, DDA, AK JP
BID SET
ARCHITECTURAL APPLICATIONS
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT
1,2
INDOOR CARPET ADHESIVES
CARPET PAD ADHESIVES
OUTDOOR CARPET ADHESIVES
WOOD FLOORING ADHESIVES
RUBBER FLOORING ADHESIVES
SUBFLOOR ADHESIVES
CERAMIC TILE ADHESIVES
CURRENT VOC LIMIT
50 50
150
100
60 50
65 (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)
VCT AND ASPHALT TILE ADHESIVES
DRYWALL AND PANEL ADHESIVES
COVE BASE ADHESIVES
MULTIPURPOSE CONSTRUCTION ADHESIVES
STRUCTURAL GLAZING ADHESIVES
SINGLE-PLY ROOF MEMBRANE ADHESIVES
OTHER ADHESIVES NOT SPECIFICALLY LISTED
50 50
50 70
100
250
50 SPECIALTY APPLICATIONS
PVC WELDING
CPVC WELDING
ABS WELDING
PLASTIC CEMENT WELDING
ADHESIVE PRIMER FOR PLASTIC
CONTACT ADHESIVE
SPECIAL PURPOSE CONTACT ADHESIVE
510
490
325
250
550
80 250
STRUCTURAL WOOD MEMBER ADHESIVE
TOP AND TRIM ADHESIVES
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL
PLASTIC FOAMS
POROUS MATERIAL (EXCEPT WOOD)
WOOD
FIBERGLASS
250
140
30 50
50 30
80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES
TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.
HTTP://WWW.ARB.CA.GOV/DRDB/SC/CURHTML/R1168.PDF.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (JANUARY 2023)
5.303.1.2 EXCESS CONSUMPTION
A SEPARATE SUBMETER OR METERING DEVICE SHALL BE PROVIDED FOR
ANY TENANT WITHIN A NEW BUILDING OR WITHIN AN ADDITION THAT IS PROJECTED TO CONSUME MORE THAN 1,000 GAL/DAY.
5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS
PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING:
5.303.3.1 WATER CLOSETS
THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS.
NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED
AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH.
5.303.3.2 URINALS
5.303.3.2.1 WALL-MOUNTED URINALS
THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH.
5.303.3.2.2 FLOOR-MOUNTED URINALS
THE EFFECTIVE FLUSH VOLUME OF FLOOR-MOUNTED OR OTHER
URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.
5.303.3.4 FAUCETS AND FOUNTAINS
5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS
LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GALLONS PER MINUTE AT 60 PSI.
5.303.3.4.2 KITCHEN FAUCETS
KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY
TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI.
5.303.3.4.3 WASH FOUNTAINS
WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE/20 [RIM SPACE (INCHES) AT 60 PSI].
5.303.3.4.4 METERING FAUCETS
METERING FAUCETS SHALL NOT DELIVER MORE THAN 0.20 GALLONS PER CYCLE.
5.303.3.4.5 METERING FAUCETS FOR WASH FOUNTAINS
METERING FAUCETS FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.20 GALLONS PER CYCLE/20 [RIM SPACE (INCHES) AT 60 PSI].
NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.
5.303.3.4.6 PRE-RINSE SPRAY VALVE
WHEN INSTALLED, SHALL MEET THE REQUIREMENTS IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 20 (APPLIANCE EFFICIENCY
REGULATIONS), SECTION 1605.1(H)(4) TABLE H-2, SECTION 1605.3(H)(4)(A), AND SECTION 1607(D)(7), AND SHALL BE EQUIPPED WITH AN INTEGRAL AUTOMATIC SHUTOFF.
5.303.4 COMMERCIAL KITCHEN EQUIPMENT
5.303.4.1 FOOD WASTE DISPOSERS
DISPOSERS SHALL EITHER MODULATE THE USE OF WATER TO NO MORE THAN 1 GPM WHEN THE DISPOSER IS NOT IN USE (NOT ACTIVELY
GRINDING FOOD WASTE/NO-LOAD) OR SHALL AUTOMATICALLY SHUT OFF AFTER NO MORE THAN 10 MINUTES OF INACTIVITY. DISPOSERS SHALL USE NO MORE THAN 8 GPM OF WATER.
NOTE: THIS CODE SECTION DOES NOT AFFECT LOCAL JURISDICTION AUTHORITY TO PROHIBIT OR REQUIRE DISPOSER INSTALLATION.
5.303.5 AREAS OF ADDITION OR ALTERATION
FOR THOSE OCCUPANCIES WITHIN THE AUTHORITY OF THE CALIFORNIA BUILDING STANDARDS COMMISSION AS SPECIFIED IN SECTION 103, THE PROVISIONS OF SECTIONS 5.303.3 AND 5.303.4 SHALL APPLY TO NEW FIXTURES IN ADDITIONS OR AREAS OF ALTERATION TO THE BUILDING.
5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS
PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE
WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE AND IN CHAPTER 6 OF THIS CODE.
5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 WEATHER PROTECTION
PROVIDE A WEATHER-RESISTANT EXTERIOR WALL AND FOUNDATION ENVELOPE AS REQUIRED BY CALIFORNIA BUILDING CODE SECTION 1402.2 (WEATHER PROTECTION), MANUFACTURER’S INSTALLATION INSTRUCTIONS OR LOCAL ORDINANCE, WHICHEVER IS MORE STRINGENT.
5.407.2 MOISTURE CONTROL
EMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS.
5.407.2.1 SPRINKLERS
DESIGN AND MAINTAIN LANDSCAPE IRRIGATION SYSTEMS TO PREVENT SPRAY ON STRUCTURES.
5.407.2.2 ENTRIES AND OPENINGS
DESIGN EXTERIOR ENTRIES AND/OR OPENINGS SUBJECT TO FOOT
TRAFFIC OR WIND-DRIVEN RAIN TO PREVENT WATER INTRUSION INTO BUILDINGS AS FOLLOWS:
SECTION 5.408 CONSTRUCTION WASTE REDUCTION,
DISPOSAL AND RECYCLING
5.408.1 CONSTRUCTION WASTE MANAGEMENT
RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE
NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN
ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET A
LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
ORDINANCE, WHICHEVER IS MORE STRINGENT.
5.408.1.1 CONSTRUCTION WASTE MANAGEMENT PLAN
WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND
DEMOLITION WASTE MANAGEMENT ORDINANCE THAT IS MORE
STRINGENT, SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN
THAT
1. IDENTIFIES THE CONSTRUCTION AND DEMOLITION WASTE
MATERIALS TO BE DIVERTED FROM DISPOSAL BY EFFICIENT USAGE,
RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE
USE OR SALE.
2. DETERMINES IF CONSTRUCTION AND DEMOLITION WASTE
MATERIALS WILL BE SORTED ON-SITE (SOURCE-SEPARATED) OR
BULK MIXED (SINGLE STREAM).
3. IDENTIFIES DIVERSION FACILITIES WHERE CONSTRUCTION AND DEMOLITION WASTE MATERIAL COLLECTED WILL BE TAKEN.
4. SPECIFIES THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION
WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT
OR VOLUME, BUT NOT BY BOTH.}
5.408.1.2 WASTE MANAGEMENT COMPANY
UTILIZE A WASTE MANAGEMENT COMPANY THAT CAN PROVIDE
VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF
CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH THIS SECTION.
NOTE: THE OWNER OR CONTRACTOR SHALL MAKE THE DETERMINATION
IF THE CONSTRUCTION AND DEMOLITION WASTE MATERIAL WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY.
EXCEPTIONS TO SECTIONS 5.408.1.1 AND 5.408.1.2:
1. EXCAVATED SOIL AND LAND-CLEARING DEBRIS.
2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY
WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE
FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST.
3. DEMOLITION WASTE MEETING LOCAL ORDINANCE OR CALCULATED IN CONSIDERATION OF LOCAL RECYCLING FACILITIES AND MARKETS.
5.408.1.3 WASTE STREAM REDUCTION ALTERNATIVE
THE COMBINED WEIGHT OF NEW CONSTRUCTION DISPOSAL THAT DOES
NOT EXCEED TWO POUNDS PER SQUARE FOOT OF BUILDING AREA MAY BE DEEMED TO MEET THE 65 PERCENT MINIMUM REQUIREMENT AS APPROVED BY THE ENFORCING AGENCY.
5.408.1.4 DOCUMENTATION
DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTIONS 5.408.1.1
THROUGH 5.408.1.3. THE WASTE MANAGEMENT PLAN SHALL BE
UPDATED AS NECESSARY AND SHALL BE ACCESSIBLE DURING
CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY.
NOTES:
1. SAMPLE FORMS FOUND IN “A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (NONRESIDENTIAL)” LOCATED AT
https://www.dgs.ca.gov/BSC/Resources/Page-Content/Building-StandardsCommissionResources-List-Folder/CALGreen MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THE WASTE MANAGEMENT PLAN.
2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C&D) PROCESSORS
CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CALRECYCLE).
5.408.2 UNIVERSAL WASTE.
[A] ADDITIONS AND ALTERATIONS TO A BUILDING OR TENANT SPACE THAT MEET THE SCOPING PROVISIONS IN SECTION 301.3 FOR NONRESIDENTIAL
ADDITIONS AND ALTERATIONS, SHALL REQUIRE VERIFICATION THAT
5.401 GENERAL
5.401.1 SCOPE
THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF ACHIEVING
MATERIAL CONSERVATION AND RESOURCE EFFICIENCY THROUGH
PROTECTION OF BUILDINGS FROM EXTERIOR MOISTURE, CONSTRUCTION
WASTE DIVERSION, EMPLOYMENT OF TECHNIQUES TO REDUCE POLLUTION
THROUGH RECYCLING OF MATERIALS, AND BUILDING COMMISSIONING OR TESTING AND ADJUSTING.
DIVISION 5.4 MATERIAL CONSERVATION
AND RESOURCE EFFICIENCY
5.410 BUILDING MAINTENANCE AND OPERATIONS
5.410.1 RECYCLING BY OCCUPANTS
PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING
AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF
NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM)
PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE,
AND METALS OR MEET A LAWFULLY ENACTED LOCAL RECYCLING
ORDINANCE, IF MORE RESTRICTIVE.
EXCEPTION: RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIC RESOURCES CODE 42649.82 (A)(2)(A) ET SEQ.
SHALL ALSO BE EXEMPT FROM THE ORGANIC WASTE PORTION OF THIS SECTION.
5.410.1.1 ADDITIONS
ALL ADDITIONS CONDUCTED WITHIN A 12-MONTH PERIOD UNDER SINGLE OR MULTIPLE PERMITS, RESULTING IN AN INCREASE OF 30 PERCENT OR MORE IN FLOOR AREA, SHALL PROVIDE RECYCLING AREAS ON SITE.
EXCEPTION:ADDITIONS WITHIN A TENANT SPACE RESULTING IN LESS THAN A 30-PERCENT INCREASE IN THE TENANT SPACE FLOOR AREA.
5.410.1.2 SAMPLE ORDINANCE
SPACE ALLOCATION FOR RECYCLING AREAS SHALL COMPLY WITH
CHAPTER 18, PART 3, DIVISION 30 OF THE PUBLIC RESOURCES CODE.
CHAPTER 18 IS KNOWN AS THE CALIFORNIA SOLID WASTE REUSE AND RECYCLING ACCESS ACT OF 1991 (ACT).
NOTE: A SAMPLE ORDINANCE FOR USE BY LOCAL AGENCIES MAY BE FOUND IN APPENDIX A OF THE DOCUMENT AT THE CALRECYCLE’S
WEBSITE
5.410.2 COMMISSIONING. [N] NEW BUILDINGS 10,000 SQ. FT. AND OVER FOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER, BUILDING
COMMISSIONING SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION
PROCESSES OF THE BUILDING PROJECT TO VERIFY THAT THE BUILDING SYSTEMS AND COMPONENTS MEET THE OWNER’S OR OWNER
REPRESENTATIVE’S PROJECT REQUIREMENTS. COMMISSIONING SHALL BE
PERFORMED IN ACCORDANCE WITH THIS SECTION BY TRAINED PERSONNEL WITH EXPERIENCE ON PROJECTS OF COMPARABLE SIZE AND COMPLEXITY.
FOR I-OCCUPANCIES THAT ARE NOT REGULATED BY OSHPD OR FOR IOCCUPANCIES AND L-OCCUPANCIES THAT ARE NOT REGULATED BY THE CALIFORNIA ENERGY CODE SECTION 100.0 SCOPE, ALL REQUIREMENTS IN SECTIONS 5.410.2 THROUGH 5.410.2.6 SHALL APPLY.
NOTE: FOR ENERGY-RELATED SYSTEMS UNDER THE SCOPE (SECTION 100)
OF THE CALIFORNIA ENERGY CODE, INCLUDING HEATING, VENTILATION, AIR
CONDITIONING (HVAC) SYSTEMS AND CONTROLS, INDOOR LIGHTING
SYSTEMS AND CONTROLS, AS WELL AS WATER HEATING SYSTEMS AND CONTROLS, REFER TO CALIFORNIA ENERGY CODE SECTION 120.8 FOR COMMISSIONING REQUIREMENTS.
COMMISSIONING REQUIREMENTS SHALL INCLUDE:
1. OWNER’S OR OWNER REPRESENTATIVE’S PROJECT
REQUIREMENTS.
2. BASIS OF DESIGN.
3. COMMISSIONING MEASURES SHOWN IN THE CONSTRUCTION
DOCUMENTS.
4. COMMISSIONING PLAN.
5. FUNCTIONAL PERFORMANCE TESTING.
6. DOCUMENTATION AND TRAINING.
7. COMMISSIONING REPORT.
EXCEPTIONS:
1. UNCONDITIONED WAREHOUSES OF ANY SIZE.
2. AREAS LESS THAN 10,000 SQUARE FEET USED FOR OFFICES OR
OTHER CONDITIONED ACCESSORY SPACES WITHIN UNCONDITIONED WAREHOUSES.
3. TENANT IMPROVEMENTS LESS THAN 10,000 SQUARE FEET AS
DESCRIBED IN SECTION 303.1.1.
4. OPEN PARKING GARAGES OF ANY SIZE, OR OPEN PARKING GARAGE AREAS, OF ANY SIZE, WITHIN A STRUCTURE.
NOTE: FOR THE PURPOSES OF THIS SECTION, UNCONDITIONED
SHALL MEAN A BUILDING, AREA, OR ROOM WHICH DOES NOT
PROVIDE HEATING AND OR AIR CONDITIONING.
INFORMATIONAL NOTES:
1. IAS AC 476 IS AN ACCREDITATION CRITERIA FOR ORGANIZATIONS
PROVIDING TRAINING AND/OR CERTIFICATION OF COMMISSIONING PERSONNEL. AC 476 IS AVAILABLE TO THE AUTHORITY HAVING
JURISDICTION AS A REFERENCE FOR QUALIFICATIONS OF
COMMISSIONING PERSONNEL. AC 476 DOES NOT CERTIFY
INDIVIDUALS TO CONDUCT FUNCTIONAL PERFORMANCE TESTS OR
TO ADJUST AND BALANCE SYSTEMS.
2. FUNCTIONAL PERFORMANCE TESTING FOR HEATING, VENTILATION,
AIR CONDITIONING SYSTEMS AND LIGHTING CONTROLS MUST BE
PERFORMED IN COMPLIANCE WITH THE CALIFORNIA ENERGY CODE.
5.410.2.1 OWNER’S OR OWNER REPRESENTATIVE’S PROJECT
REQUIREMENTS (OPR)
[N] THE EXPECTATIONS AND REQUIREMENTS OF THE BUILDING
APPROPRIATE TO ITS PHASE SHALL BE DOCUMENTED BEFORE THE DESIGN PHASE OF THE PROJECT BEGINS. THIS DOCUMENTATION SHALL INCLUDE THE FOLLOWING:
1. ENVIRONMENTAL AND SUSTAINABILITY GOALS.
2. BUILDING SUSTAINABLE GOALS.
3. INDOOR ENVIRONMENTAL QUALITY REQUIREMENTS.
4. PROJECT PROGRAM, INCLUDING FACILITY FUNCTIONS AND
HOURS OF OPERATION, AND NEED FOR AFTER HOURS
OPERATION.
5. EQUIPMENT AND SYSTEMS EXPECTATIONS.
6. BUILDING OCCUPANT AND OPERATION AND MAINTENANCE (O&M) PERSONNEL EXPECTATIONS.
5.410.2.2 BASIS OF DESIGN (BOD)
[N] A WRITTEN EXPLANATION OF HOW THE DESIGN OF THE BUILDING
SYSTEMS MEETS THE OPR SHALL BE COMPLETED AT THE DESIGN
PHASE OF THE BUILDING PROJECT. THE BASIS OF DESIGN DOCUMENT SHALL COVER THE FOLLOWING SYSTEMS:
1. RENEWABLE ENERGY SYSTEMS.
2. LANDSCAPE IRRIGATION SYSTEMS.
3. WATER REUSE SYSTEMS.
5.410.2.3 COMMISSIONING PLAN
[N] PRIOR TO PERMIT ISSUANCE A COMMISSIONING PLAN SHALL BE
COMPLETED TO DOCUMENT HOW THE PROJECT WILL BE
COMMISSIONED. THE COMMISSIONING PLAN SHALL INCLUDE THE
FOLLOWING:
1. GENERAL PROJECT INFORMATION.
2. COMMISSIONING GOALS.
3. SYSTEMS TO BE COMMISSIONED. PLANS TO TEST SYSTEMS AND COMPONENTS SHALL INCLUDE:
a. AN EXPLANATION OF THE ORIGINAL DESIGN INTENT.
b. EQUIPMENT AND SYSTEMS TO BE TESTED, INCLUDING THE
EXTENT OF TESTS.
c. FUNCTIONS TO BE TESTED.
d. CONDITIONS UNDER WHICH THE TEST SHALL BE
PERFORMED.
e. MEASURABLE CRITERIA FOR ACCEPTABLE PERFORMANCE.
4. COMMISSIONING TEAM INFORMATION.
5. COMMISSIONING PROCESS ACTIVITIES, SCHEDULES AND
RESPONSIBILITIES. PLANS FOR THE COMPLETION OF
COMMISSIONING SHALL BE INCLUDED.
5.410.2.4 FUNCTIONAL PERFORMANCE TESTING [N]
FUNCTIONAL PERFORMANCE TESTS SHALL DEMONSTRATE THE
CORRECT INSTALLATION AND OPERATION OF EACH COMPONENT,
SYSTEM AND SYSTEM- TO-SYSTEM INTERFACE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. FUNCTIONAL
PERFORMANCE TESTING REPORTS SHALL CONTAIN INFORMATION
ADDRESSING EACH OF THE BUILDING COMPONENTS TESTED, THE
TESTING METHODS UTILIZED, AND INCLUDE ANY READINGS AND
ADJUSTMENTS MADE.
5.410.2.5 DOCUMENTATION AND TRAINING [N]
A SYSTEMS MANUAL AND SYSTEMS OPERATIONS TRAINING ARE
REQUIRED, INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT
(OSHA) REQUIREMENTS IN CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.
5.410.2.5.1 SYSTEMS MANUAL [N]
DOCUMENTATION OF THE OPERATIONAL ASPECTS OF THE BUILDING
SHALL BE COMPLETED WITHIN THE SYSTEMS MANUAL AND
DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE. THE
SYSTEMS MANUAL SHALL INCLUDE THE FOLLOWING:
1. SITE INFORMATION, INCLUDING FACILITY DESCRIPTION, HISTORY AND CURRENT REQUIREMENTS.
2. SITE CONTACT INFORMATION.
3. BASIC OPERATIONS AND MAINTENANCE, INCLUDING GENERAL
SITE OPERATING PROCEDURES, BASIC TROUBLESHOOTING,
RECOMMENDED MAINTENANCE REQUIREMENTS, SITE EVENTS
LOG.
4. MAJOR SYSTEMS.
5. SITE EQUIPMENT INVENTORY AND MAINTENANCE NOTES.
6. A COPY OF VERIFICATIONS REQUIRED BY THE ENFORCING
AGENCY OR THIS CODE.
7. OTHER RESOURCES AND DOCUMENTATION, IF APPLICABLE.
5.410.2.5.2 SYSTEMS OPERATIONS TRAINING [N]
A PROGRAM FOR TRAINING OF THE APPROPRIATE MAINTENANCE
STAFF FOR EACH EQUIPMENT TYPE AND/OR SYSTEM SHALL BE
DEVELOPED AND DOCUMENTED IN THE COMMISSIONING REPORT
AND SHALL INCLUDE THE FOLLOWING:
1. SYSTEM/EQUIPMENT OVERVIEW (WHAT IT IS, WHAT IT DOES AND
WITH WHAT OTHER SYSTEMS AND/OR EQUIPMENT IT
INTERFACES).
2. REVIEW AND DEMONSTRATION OF SERVICING/PREVENTIVE
MAINTENANCE.
3. REVIEW OF THE INFORMATION IN THE SYSTEMS MANUAL.
4. REVIEW OF THE RECORD DRAWINGS ON THE SYSTEM/
EQUIPMENT.
5.410.2.6 COMMISSIONING REPORT [N]
A REPORT OF COMMISSIONING PROCESS ACTIVITIES UNDERTAKEN
THROUGH THE DESIGN AND CONSTRUCTION PHASES OF THE BUILDING
PROJECT SHALL BE COMPLETED AND PROVIDED TO THE OWNER OR REPRESENTATIVE.
5.410.4 TESTING AND ADJUSTING. NEW BUILDINGS LESS THAN 10,000
SQUARE FEET
TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEW BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION SUBJECT TO SECTION 303.1.
5.410.4.1 (RESERVED)
NOTE: FOR ENERGY-RELATED SYSTEMS UNDER THE SCOPE (SECTION 100) OF THE CALIFORNIA ENERGY CODE, INCLUDING HEATING,
VENTILATION, AIR CONDITIONING (HVAC) SYSTEMS AND CONTROLS,
INDOOR LIGHTING SYSTEM AND CONTROLS, AS WELL AS WATER
HEATING SYSTEMS AND CONTROLS, REFER TO CALIFORNIA ENERGY CODE SECTION 120.8 FOR COMMISSIONING REQUIREMENTS AND
SECTIONS 120.5, 120.6, 130.4 AND 140.9(B)3 FOR ADDITIONAL TESTING REQUIREMENTS OF SPECIFIC SYSTEMS.
5.410.4.2 SYSTEMS
DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND
ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT:
1. RENEWABLE ENERGY SYSTEMS.
2. LANDSCAPE IRRIGATION SYSTEMS.
3. WATER REUSE SYSTEMS.
5.410.4.3 PROCEDURES
PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE
WITH MANUFACTURER’S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM.
5.410.4.3.1 HVAC BALANCING
IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEW SPACECONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS
OPERATED FOR NORMAL USE, BALANCE THE SYSTEM IN
ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING
ADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE
NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL
STANDARDS; ASSOCIATED AIR BALANCE COUNCIL NATIONAL
STANDARDS OR AS APPROVED BY THE ENFORCING AGENCY.
5.410.4.4 REPORTING
AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE
A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES.
5.410.4.5 OPERATION AND MAINTENANCE (O & M) MANUAL
PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED
OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF
5.501 GENERAL
DIVISION 5.5 ENVIRONMENTAL QUALITY
5.501.1 SCOPE
THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING
THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING, AND/OR HARMFUL TO THE COMFORT AND WELL-BEING OF A BUILDING’S INSTALLERS, OCCUPANTS AND NEIGHBORS.
5.504 POLLUTANT CONTROL
5.504.1 TEMPORARY VENTILATION
THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING
CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING OR AREAS OF
ADDITION OR ALTERATION WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS
USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999, OR AN AVERAGE EFFICIENCY OF 30 PERCENT BASED ON ASHRAE 52.1-1992.
REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE
BUILDING IS OCCUPIED DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION.
5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL
EQUIPMENT DURING CONSTRUCTION
AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE
CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND
VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR
DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE,
PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE
ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM.
5.504.4 FINISH MATERIAL POLLUTANT CONTROL
FINISH MATERIALS SHALL COMPLY WITH SECTIONS 5.504.4.1 THROUGH
5.504.4.6.
5.504.4.1 ADHESIVES, SEALANTS AND CAULKS
ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS:
1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS,
SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH
LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY
MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD
RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 AND 5.504.4.2.
SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168
PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS
(CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE,
PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR
AEROSOL PRODUCTS AS SPECIFIED IN SUBSECTION 2, BELOW.
2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES,
AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT,
LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND
AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL
COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER
REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN
TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.
UNIVERSAL WASTE ITEMS SUCH AS FLUORESCENT LAMPS AND BALLAST
AND MERCURY CONTAINING THERMOSTATS AS WELL AS OTHER CALIFORNIA
PROHIBITED UNIVERSAL WASTE MATERIALS ARE DISPOSED OF PROPERLY AND ARE DIVERTED FROM LANDFILLS. A LIST OF PROHIBITED UNIVERSAL
WASTE MATERIALS SHALL BE INCLUDED IN THE CONSTRUCTION
DOCUMENTS.
NOTE: REFER TO THE UNIVERSAL WASTE RULE LINK AT:
https://dtsc.ca.gov/universalwaste/
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS
100 PERCENT OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION
AND SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE STOCKPILED ON SITE UNTIL THE STORAGE SITE IS DEVELOPED.
EXCEPTION: REUSE, EITHER ON-OR OFF-SITE, OF VEGETATION OR SOIL CONTAMINATED BY DISEASE OR PEST INFESTATION.
NOTES:
1. IF CONTAMINATION BY DISEASE OR PEST INFESTATION IS SUSPECTED,
CONTACT THE COUNTY AGRICULTURAL COMMISSIONER AND FOLLOW ITS DIRECTION FOR RECYCLING OR DISPOSAL OF THE MATERIAL. (www.cdfa.ca.gov/exec/county/county_contacts.html)
2. FOR A MAP OF KNOWN PEST AND/OR DISEASE QUARANTINE ZONES,
CONSULT WITH THE CALIFORNIA DEPARTMENT OF FOOD AND
AGRICULTURE. (www.cdfa.ca.gov)
GUARANTIES/WARRANTIES FOR EACH SYSTEM. O & M
INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.
5.410.4.5.1 INSPECTIONS AND REPORTS
INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY.
5.407.2.2.1 EXTERIOR DOOR PROTECTION
PRIMARY EXTERIOR ENTRIES SHALL BE COVERED TO PREVENT
WATER INTRUSION BY USING NONABSORBENT FLOOR AND WALL
FINISHES WITHIN AT LEAST 2 FEET AROUND AND PERPENDICULAR TO SUCH OPENINGS PLUS AT LEAST ONE OF THE FOLLOWING:
1. AN INSTALLED AWNING AT LEAST 4 FEET IN DEPTH.
2. THE DOOR IS PROTECTED BY A ROOF OVERHANG AT LEAST 4
FEET IN DEPTH.
3. THE DOOR IS RECESSED AT LEAST 4 FEET.
4. OTHER METHODS WHICH PROVIDE EQUIVALENT
PROTECTION.
5.407.2.2.2 FLASHING
INSTALL FLASHINGS INTEGRATED WITH A DRAINAGE PLANE.
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:56 P
M
CAL GREEN REQUIREMENTS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-205
09/27/2024
JP
SD, DDA, AK JP
BID SET
COATING CATEGORY
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2, 3
FLAT COATINGS
NONFLAT COATINGS
NONFLAT-HIGH GLOSS COATINGS
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS
BASEMENT SPECIALTY COATINGS
BITUMINOUS ROOF COATINGS
CURRENT VOC LIMIT
50 100
150
400
400
50 (GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS)
BITUMINOUS ROOF PRIMERS
BOND BREAKERS
CONCRETE CURING COMPOUNDS
CONCRETE/MASONRY SEALERS
DRIVEWAY SEALERS
DRY FOG COATINGS
FAUX FINISHING COATINGS
350
350
350
100
50 150
350
FLOOR COATINGS
FORM-RELEASE COMPOUNDS
GRAPHIC ARTS COATINGS (SIGN PAINTS)
HIGH TEMPERATURE COATINGS
IDUSTRIAL MAINTENANCE COATINGS
LOW SOLIDS COATINGS1
MAGNESITE CEMENT COATINGS
MASTIC TEXTURE COATINGS
100
250
500
420
250
120
450
100
FIRE RESISTIVE COATINGS 350
METALLIC PIGMENTED COATINGS
MULTICOLOR COATINGS
PRETREATMENT WASH PRIMERS
PRIMERS, SEALERS, AND UNDERCOATERS
REACTIVE PENETRATING SEALERS
RECYCLED COATINGS
ROOF COATINGS
RUST PREVENTATIVE COATINGS
420
250
500
100
350
250
50 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS AND
UNDERCOATERS
100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB AND TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND INCLUDING EXEMPT COMPOUNDS.
2. THE SPECIFIED LIMITS REMAIN IN EFFECT ENLESS REVISED LIMITS ARE
LISTED IN SUBSEQUENT COLUMNS IN THE TABLE
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE
CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS
SUGGESTED CONTROL MEASURE, FEBUARY 1, 2008. MORE
INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.
PRODUCT
TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1
HARDWOOD PLYWOOD VENEER CORE
HARDWOOD PLYWOOD COMPOSITE CORE
PARTICLEBOARD
MEDIUM DENSITY FIBERBOARD
THIN MEDIUM DENSITY FIBERBOARD2
CURRENT LIMIT
0.05 0.05
0.09 0.11
0.13 (MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION)
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY
THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E1333. FOR ADDITIONAL INFORMATION, SEE
CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCH (8MM).
SEALANTS
TABLE 5.504.4.2 - SEALANT VOC LIMIT
ARCHITECTURAL
MARINE DECK
NONMEMBRANE ROOF
ROADWAY
SINGLE-PLY ROOF MEMBRANE
OTHER
CURRENT VOC LIMIT
250
760
300
250
450
420
(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)
SEALANT PRIMERS
ARCHITECTURAL
NONPOROUS
POROUS
MODIFIED BITUMINOUS
250
775
500
MARINE DECK
OTHER
760
750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (JANUARY 2023)
5.504.4.3 PAINTS AND COATINGS
ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 5.504.4.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR
COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 5.504.4.3 SHALL BE
DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR
NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36 AND 4.37 OF THE 2007 CALIFORNIA AIR
RESOURCES BOARD SUGGESTED CONTROL MEASURE, AND THE
CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 5.504.4.3 SHALL APPLY.
5.504.4.4 CARPET SYSTEMS
ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE
REQUIREMENTS FOR THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE
ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING
ENVIRONMENTAL CHAMBERS," VERSION 1.2, JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350).
SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING LABS.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.asp x#material
5.504.4.4.1 CARPET CUSHION
ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL
MEET THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF
PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND
EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM
INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION
1.2, JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350).
SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING LABS.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC .aspx#material
5.504.4.4.2 CARPET ADHESIVE
ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE
5.504.4.1.
5.504.4.5 COMPOSITE WOOD PRODUCTS
HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY
FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR
EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB’S AIR TOXIC CONTROL MEASURE (ATCM) FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.) THOSE
MATERIALS NOT EXEMPTED UNDER THE ATCM MUST MEET THE
SPECIFIED EMISSION LIMITS, AS SHOWN IN TABLE 5.504.4.5.
5.504.4.5.3 DOCUMENTATION
VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE
PROVIDED AS REQUESTED BY THE ENFORCING AGENCY.
DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE
FOLLOWING:
1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS.
2. CHAIN OF CUSTODY CERTIFICATIONS.
3. PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION
93120, ET SEQ.).
4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR PS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION,
THE AUSTRALIAN AS/NZS 2269 OR EUROPEAN 636 3S
STANDARDS.
OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY.
5.505.1 INDOOR MOISTURE CONTROL
BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF CALIFORNIA BUILDING CODE, CCR, TITLE 24, PART 2, SECTIONS 1202 (VENTILATION) AND CHAPTER 14 (EXTERIOR WALLS). FOR ADDITIONAL MEASURES, SEE SECTION
5.407.2 OF THIS CODE.
5.505 INDOOR MOISTURE CONTROL
5.506.1 OUTSIDE AIR DELIVERY
FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1 (REQUIREMENTS
FOR VENTILATION) OF THE CALIFORNIA ENERGY CODE, OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT, AND DIVISION 1, CHAPTER 4 OF CCR, TITLE 8.
5.506.2 CARBON DIOXIDE (CO2) MONITORING
FOR BUILDINGS OR ADDITIONS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE
SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA ENERGY CODE, SECTION 120(C)(4).
5.506 INDOOR AIR QUALITY
5.507.4 ACOUSTICAL CONTROL
EMPLOY BUILDING ASSEMBLIES AND COMPONENTS WITH SOUND
TRANSMISSION CLASS (STC) VALUES DETERMINED IN ACCORDANCE WITH ASTM E90 AND ASTM E413 OR OUTDOOR-INDOOR SOUND TRANSMISSION CLASS (OITC) DETERMINED IN ACCORDANCE WITH ASTM E1332, USING
EITHER THE PRESCRIPTIVE OR PERFORMANCE METHOD IN SECTION
5.507.4.1 OR 5.507.4.2.
EXCEPTION: BUILDINGS WITH FEW OR NO OCCUPANTS OR WHERE
OCCUPANTS ARE NOT LIKELY TO BE AFFECTED BY EXTERIOR NOISE, AS
DETERMINED BY THE ENFORCEMENT AUTHORITY, SUCH AS FACTORIES,
STADIUMS, STORAGE, ENCLOSED PARKING STRUCTURES AND UTILITY BUILDINGS.
EXCEPTION: [DSA-SS] FOR PUBLIC SCHOOLS AND COMMUNITY
COLLEGES, THE REQUIREMENTS OF THIS SECTION AND ALL
SUBSECTIONS APPLY ONLY TO NEW CONSTRUCTION.
5.507.4.1 EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHOD
WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE
MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED
ENVELOPE SHALL MEET A COMPOSITE STC RATING OF AT LEAST 50 OR A COMPOSITE OITC RATING OF NO LESS THAN 40, WITH EXTERIOR WINDOWS OF A MINIMUM STC OF 40 OR OITC OF 30 IN THE FOLLOWING LOCATIONS:
1. WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT.
EXCEPTIONS:
1. LDN OR CNEL FOR MILITARY AIRPORTS SHALL BE
DETERMINED BY THE FACILITY AIR INSTALLATION
COMPATIBLE LAND USE ZONE (AICUZ) PLAN.
2. LDN OR CNEL FOR OTHER AIRPORTS AND HELIPORTS FOR
WHICH A LAND USE PLAN HAS NOT BEEN DEVELOPED
SHALL BE DETERMINED BY THE LOCAL GENERAL PLAN
NOISE ELEMENT.
2. WITHIN THE 65 CNEL OR LDN NOISE CONTOUR OF A FREEWAY OR EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR FIXEDGUIDEWAY SOURCE AS DETERMINED BY THE NOISE ELEMENT OF THE GENERAL PLAN.
5.507.4.1.1 NOISE EXPOSURE WHERE NOISE CONTOURS ARE NOT
READILY AVAILABLE
BUILDINGS EXPOSED TO A NOISE LEVEL OF 65 DB LEQ-1-HR DURING
ANY HOUR OF OPERATION SHALL HAVE BUILDING, ADDITION OR
ALTERATION EXTERIOR WALL AND ROOF-CEILING ASSEMBLIES
EXPOSED TO THE NOISE SOURCE MEETING A COMPOSITE STC
RATING OF AT LEAST 45 (OR OITC 35), WITH EXTERIOR WINDOWS OF A MINIMUM STC OF 40 (OR OITC 30).
5.507.4.2 PERFORMANCE METHOD
FOR BUILDINGS LOCATED AS DEFINED IN SECTION 5.507.4.1 OR
5.507.4.1.1, WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE
NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE OR
ALTERED ENVELOPE SHALL BE CONSTRUCTED TO PROVIDE AN
INTERIOR NOISE ENVIRONMENT ATTRIBUTABLE TO EXTERIOR SOURCES
THAT DOES NOT EXCEED AN HOURLY EQUIVALENT NOISE LEVEL
(LEQ-1HR) OF 50 DBA IN OCCUPIED AREAS DURING ANY HOUR OF OPERATION.
5.507.4.2.1 SITE FEATURES
EXTERIOR FEATURES SUCH AS SOUND WALLS OR EARTH BERMS
MAY BE UTILIZED AS APPROPRIATE TO THE BUILDING, ADDITION OR
ALTERATION PROJECT TO MITIGATE SOUND MIGRATION TO THE
INTERIOR.
5.507.4.2.2 DOCUMENTATION OF COMPLIANCE
AN ACOUSTICAL ANALYSIS DOCUMENTING COMPLYING INTERIOR
SOUND LEVELS SHALL BE PREPARED BY PERSONNEL APPROVED BY THE ARCHITECT OR ENGINEER OF RECORD.
5.507.4.3 INTERIOR SOUND TRANSMISSION
WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES
AND TENANT SPACES AND PUBLIC PLACES SHALL HAVE AN STC OF AT LEAST 40.
NOTE: EXAMPLES OF ASSEMBLIES AND THEIR VARIOUS STC
RATINGS MAY BE FOUND AT THE CALIFORNIA OFFICE OF NOISE
CONTROL: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
5.507 ENVIRONMENTAL COMFORT
702.1 INSTALLER TRAINING
HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE
PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND
EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC
INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION AND
RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS.
EXAMPLES OF ACCEPTABLE HVAC TRAINING AND CERTIFICATION
PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:
1. STATE CERTIFIED APPRENTICESHIP PROGRAMS.
2. PUBLIC UTILITY TRAINING PROGRAMS.
3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR
STATEWIDE ENERGY CONSULTING OR VERIFICATION
ORGANIZATIONS.
4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.
5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.
702.2 SPECIAL INSPECTION [HCD]
WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE
RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE
OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE.
SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE
SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER
CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING
AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE
CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE
QUALIFICATIONS OF A SPECIAL INSPECTOR:
1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER.
2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR
VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, AND HOME ENERGY AUDITORS.
3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE.
4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.
NOTES:
1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO
FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE.
2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE
CALIFORNIA ENERGY COMMISSION (CEC) TO RATE HOMES IN
CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM
(HERS).
[BSC-CG] WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR
THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY
ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE.
SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE
SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL
INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE,
NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB FUNCTION, AS DETERMINED BY THE LOCAL AGENCY.
NOTE:
SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO
FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE.
703.1 DOCUMENTATION.
DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL
INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS,
SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION
REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC
DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY
COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED APPLICABLE CHECKLIST.
CHAPTER 7 - INSTALLER &
SPECIAL INSPECTOR
QUALIFICATIONS
702 QUALIFICATIONS
703 VERIFICATIONS
OUTSIDE DIAMETER (OD) LESS THAN
1 /4 INCH, FLARED TUBING
CONNECTIONS AND SHORT RADIUS ELBOWS SHALL NOT BE USED IN REFRIGERANT SYSTEMS EXCEPT AS NOTED BELOW.
5.508.2.1.1 THREADED PIPE
THREADED CONNECTIONS ARE PERMITTED AT THE COMPRESSOR
RACK.
5.508.2.1.2 COPPER PIPE
COPPER TUBING WITH AN OD LESS THAN
1 /4 INCH MAY BE USED IN
SYSTEMS WITH A REFRIGERANT CHARGE OF 5 POUNDS OR LESS.
5.508.2.1.2.1 ANCHORAGE
ONE-FOURTH-INCH OD TUBING SHALL BE SECURELY CLAMPED
TO A RIGID BASE TO KEEP VIBRATION LEVELS BELOW 8 MILS.
5.508.2.1.3 FLARED TUBING CONNECTIONS
DOUBLE-FLARED TUBING CONNECTIONS MAY BE USED FOR
PRESSURE CONTROLS, VALVE PILOT LINES AND OIL.
EXCEPTION: SINGLE-FLARED TUBING CONNECTIONS MAY BE
USED WITH A MULTIRING SEAL COATED WITH INDUSTRIAL
SEALANT SUITABLE FOR USE WITH REFRIGERANTS AND
TIGHTENED IN ACCORDANCE WITH MANUFACTURER’S
RECOMMENDATIONS.
5.508.2.1.4 ELBOWS
SHORT RADIUS ELBOWS ARE ONLY PERMITTED WHERE SPACE
LIMITATIONS PROHIBIT USE OF LONG RADIUS ELBOWS.
5.508.2.2 VALVES
VALVES AND FITTINGS SHALL COMPLY WITH THE CALIFORNIA
MECHANICAL CODE AND AS FOLLOWS.
5.508.2.2.1 PRESSURE RELIEF VALVES
FOR VESSELS CONTAINING HIGH-GWP REFRIGERANT, A RUPTURE
DISC SHALL BE INSTALLED BETWEEN THE OUTLET OF THE VESSEL AND THE INLET OF THE PRESSURE RELIEF VALVE.
5.508.2.2.1.1 PRESSURE DETECTION
A PRESSURE GAUGE, PRESSURE TRANSDUCER OR OTHER
DEVICE SHALL BE INSTALLED IN THE SPACE BETWEEN THE
RUPTURE DISC AND THE RELIEF VALVE INLET TO INDICATE A
DISC RUPTURE OR DISCHARGE OF THE RELIEF VALVE.
5.508.2.2.2 ACCESS VALVES
ONLY SCHRADER ACCESS VALVES WITH A BRASS OR STEEL BODY
ARE PERMITTED FOR USE.
5.508.2.2.2.1 VALVE CAPS
FOR SYSTEMS WITH A REFRIGERANT CHARGE OF 5 POUNDS OR
MORE, VALVE CAPS SHALL BE BRASS OR STEEL AND NOT
PLASTIC.
5.508.2.2.2.2 SEAL CAPS
IF DESIGNED FOR IT, THE CAP SHALL HAVE A NEOPRENE O-RING IN PLACE.
5.508.2.2.2.2.1 CHAIN TETHERS
CHAIN TETHERS TO FIT OVER THE STEM ARE REQUIRED FOR
VALVES DESIGNED TO HAVE SEAL CAPS.
EXCEPTION: VALVES WITH SEAL CAPS THAT ARE NOT
REMOVED FROM THE VALVE DURING STEM OPERATION.
5.508.2.3 REFRIGERATED SERVICE CASES
REFRIGERATED SERVICE CASES HOLDING FOOD PRODUCTS
CONTAINING VINEGAR AND SALT SHALL HAVE EVAPORATOR COILS OF CORROSION-RESISTANT MATERIAL, SUCH AS STAINLESS STEEL; OR BE COATED TO PREVENT CORROSION FROM THESE SUBSTANCES.
5.508.2.3.1 COIL COATING
CONSIDERATION SHALL BE GIVEN TO THE HEAT TRANSFER
EFFICIENCY OF COIL COATING TO MAXIMIZE ENERGY EFFICIENCY.
5.508.2.4 REFRIGERANT RECEIVERS
REFRIGERANT RECEIVERS WITH CAPACITIES GREATER THAN 200
POUNDS SHALL BE FITTED WITH A DEVICE THAT INDICATES THE LEVEL OF REFRIGERANT IN THE RECEIVER.
5.508.2.5 PRESSURE TESTING
THE SYSTEM SHALL BE PRESSURE TESTED DURING INSTALLATION PRIOR TO EVACUATION AND CHARGING.
5.508.2.5.1 MINIMUM PRESSURE
THE SYSTEM SHALL BE CHARGED WITH REGULATED DRY NITROGEN
AND APPROPRIATE TRACER GAS TO BRING SYSTEM PRESSURE UP
TO 300 PSIG MINIMUM.
5.508.2.5.2 LEAKS
CHECK THE SYSTEM FOR LEAKS, REPAIR ANY LEAKS, AND RETEST FOR PRESSURE USING THE SAME GAUGE.
5.508.2.5.3 ALLOWABLE PRESSURE CHANGE
THE SYSTEM SHALL STAND, UNALTERED, FOR 24 HOURS WITH NO MORE THAN A +/- ONE POUND PRESSURE CHANGE FROM 300 PSIG, MEASURED WITH THE SAME GAUGE.
5.508.2.6 EVACUATION
THE SYSTEM SHALL BE EVACUATED AFTER PRESSURE TESTING AND PRIOR TO CHARGING.
5.508.2.6.1 FIRST VACUUM
PULL A SYSTEM VACUUM DOWN TO AT LEAST 1000 MICRONS (+/- 50 MICRONS), AND HOLD FOR 30 MINUTES.
5.508.2.6.2 SECOND VACUUM
PULL A SECOND SYSTEM VACUUM TO A MINIMUM OF 500 MICRONS AND HOLD FOR 30 MINUTES.
5.508.2.6.3 THIRD VACUUM
PULL A THIRD VACUUM DOWN TO A MINIMUM OF 300 MICRONS, AND HOLD FOR 24 HOURS WITH A MAXIMUM DRIFT OF 100 MICRONS OVER A 24-HOUR PERIOD.
5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS
INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2.
5.508.1.1 CHLOROFLUOROCARBONS (CFCS)
INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS.
5.508.1.2 HALONS
INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS.
5.508.2 SUPERMARKET REFRIGERANT LEAK REDUCTION
NEW COMMERCIAL REFRIGERATION SYSTEMS SHALL COMPLY WITH THE
PROVISIONS OF THIS SECTION WHEN INSTALLED IN RETAIL FOOD STORES 8,000 SQUARE FEET OR MORE CONDITIONED AREA, AND THAT UTILIZE
EITHER REFRIGERATED DISPLAY CASES, OR WALK-IN COOLERS OR
FREEZERS CONNECTED TO REMOTE COMPRESSOR UNITS OR CONDENSING UNITS. THE LEAK REDUCTION MEASURES APPLY TO REFRIGERATION
SYSTEMS CONTAINING HIGH-GLOBAL-WARMING POTENTIAL (HIGH-GWP) REFRIGERANTS WITH A GWP OF 150 OR GREATER. NEW REFRIGERATION
SYSTEMS INCLUDE BOTH NEW FACILITIES AND THE REPLACEMENT OF EXISTING REFRIGERATION SYSTEMS IN EXISTING FACILITIES.
EXCEPTION: REFRIGERATION SYSTEMS CONTAINING LOW-GLOBAL
WARMING POTENTIAL (LOW-GWP) REFRIGERANT WITH A GWP VALUE LESS THAN 150 ARE NOT SUBJECT TO THIS SECTION. LOW-GWP REFRIGERANTS
ARE NONOZONE-DEPLETING REFRIGERANTS THAT INCLUDE AMMONIA, CARBON DIOXIDE (CO2), AND POTENTIALLY OTHER REFRIGERANTS.
5.508.2.1 REFRIGERANT PIPING
PIPING COMPLIANT WITH THE CALIFORNIA MECHANICAL CODE SHALL BE INSTALLED TO BE ACCESSIBLE FOR LEAK PROTECTION AND REPAIRS.
PIPING RUNS USING THREADED PIPE, COPPER TUBING WITH AN
5.508 OUTDOOR AIR QUALITY
5.504.4.3.1 AEROSOL PAINTS AND COATINGS
AEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS,
INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) AND (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17,
COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE
JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT
DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY
WEIGHT OF PRODUCT LIMITS OF REGULATION 8 RULE 49.
5.504.4.3.2 VERIFICATION
VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE
PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY.
DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE
FOLLOWING:
1. MANUFACTURER’S PRODUCT SPECIFICATION
2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS
5.504.4.6 RESILIENT FLOOR SYSTEMS
WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR
AREA RECEIVING RESILIENT FLOORING SHALL MEET THE
REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE
ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING
ENVIRONMENTAL CHAMBERS," VERSION 1.2, JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350).
SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING LABS.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.asp x#material
5.504.4.6.1 VERIFICATION OF COMPLIANCE
DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT RESILIENT FLOORING MATERIALS MEET THE POLLUTANT EMISSION LIMITS.
5.504.5.3 FILTERS
IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY
OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR
OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8. MERV 8 FILTERS SHALL BE
INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR
MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL.
EXCEPTION: EXISTING MECHANICAL EQUIPMENT.
5.504.5.3.1 LABELING
INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE
MANUFACTURER INDICATING THE MERV RATING.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL
WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT
SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES
AND OPERABLE WINDOWS AND WITHIN THE BUILDING AS ALREADY PROHIBITED BY OTHER LAWS OR REGULATIONS; OR AS ENFORCED BY
ORDINANCES, REGULATIONS OR POLICIES OF ANY CITY, COUNTY, CITY AND
COUNTY, CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF THE CALIFORNIA
STATE UNIVERSITY, OR CAMPUS OF THE UNIVERSITY OF CALIFORNIA, WHICHEVER ARE MORE STRINGENT. WHEN ORDINANCES, REGULATIONS OR
POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM BUILDING OCCUPANTS OF THE PROHIBITIONS.
UP
EGRESS PATH OF TRAVEL
NUMBER OF OCCUPANTS EXITING SPACE
[ 10 ] COMBINED OCCUPANT COUNT ALONG PATH OF TRAVEL
123
( 12 )
ROOM NUMBER
EXIT IDENTIFICATION
TOTAL OCCUPANTS CALCULATED
MIN. EXIT WIDTH
CALCULATED
EXIT WIDTH PROVIDED
CALC. PROVIDED
3"
EXIT 1
20 OCC.
32"
OK
EGRESS WIDTH TAG
FE
FEC
SURFACE MOUNTED FIRE EXTINGUISHER, HALOCARBON
TYPE IN SERVER ROOMS
2A:10B:C RATING
FIRE EXTINGUISHER & RECESSED CABINET
2A:10B:C RATING
ILLUMINATED EXIT SIGN,
ARROW INDICATES DIRECTIONAL CHEVRON
REFER TO INTERIOR ELEVATIONS AND RCP FOR
MOUNTING LOCATION
0' COMMON PATH OF EGRESS TRAVEL DISTANCE
PATH OF TRAVEL
COMMON PATH OF TRAVEL
CONFERENCE
ROOM
31 ENTRY
30 BREAK ROOM
29 IT ROOM
41 OPEN OFFICE
28 UNISEX RR 2
32 ACC. UNISEX
RR 1
33 PW VAULT
34 PLOTTER
ROOM
35 PW DIRECTOR
36 PW
CONTRACTS
MANAGER
37 BUILDING
INSPECTOR
38 PRIVATE
OFFICE
39 PLANNING
MANAGER
46 CD DIRECTOR
45 STORAGE
43 PRINT AND
COPY AREA
42 ( 1 )
( 21 )
( 1 )
( 1 ) ( 1 )
( 1 )
( 2 )( 2 )
( 1 )
( 1 )
( 45 )
( 2 )
( 2 )
( 1 )
( 2 )
CALC. PROVIDED
8"
51 OCC.
72"
32" MIN
CALC. PROVIDED
7"
50 OCC.
36"
32" MIN
( 1 )
( 32 )
( 67 )
( 1 )
OCCUPANCY GROUP LEGEND
A-3 BS-1
114' - 5"
30'
61' - 3"
53'( 14 )
FE
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:58 PM
BUILDING CODE ANALYSIS -
LEVEL 1
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-403
09/27/2024
JP
SD, DDA, AK JP
BID SET
EGRESS
*USABLE AREA IS TO FINISH SURFACE OF A SPACE
MORE THAN ONE EXIT MUST BE PROVIDED IF THE SPACE OCCUPANT LOAD OR MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE ARE EXCEEDED. MORE EXITS MAY BE REQUIRED UNDER HIGH OCCUPANT LOAD OR OTHER PSECIAL CONDITIONS.
CBC TABLE 1004.5, 1006.2.1, & 1006.3.2
OCCUPANCY
GROUP NO. SPACE NAME FUNCTION OF SPACE DESIGNED AREAUSABLE* OLF CUM. OCC.
LOAD OF
SPACE
EXITING
MAX. SINGLE EXIT
CUMULITIVE LOAD OF
SPACE
MIN. NUMBER OF
EXITS PER SPACE
MAX. COMMON PATH
OF EGRESS ALLOWED
FOR SINGLE EXIT
B 28 OPEN OFFICE BUSINESS AREAS 1,826 SF 150 13 49 1 100 B 29 BREAK ROOM KITCHENS, COMMERCIAL 308 SF 200 2 49 1 100 B 30 ENTRY ASSEMBLY WITHOUT FIXED SEATS: STANDING SPACE 260 SF 5 53 49 2 75 B 31 CONFERENCE ROOM CONCENTRATED BUSINESS USE AREAS 311 SF 49 75 B 32 UNISEX RR 2 (none) 77 SF 49
B 33 ACC. UNISEX RR 1 (none) 85 SF 49
B 35 PLOTTER ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 94 SF 300 1 49 1 100 B 36 PW DIRECTOR BUSINESS AREAS 226 SF 150 2 49 1 100
B 37 PW CONTRACTS MANAGER BUSINESS AREAS 151 SF 150 2 49 1 100 B 38 BUILDING INSPECTOR BUSINESS AREAS 224 SF 150 2 49 1 100 B 39 PRIVATE OFFICE BUSINESS AREAS 194 SF 150 2 49 1 100 B 41 IT ROOM NON-OCCUPIED MECHANICAL EQUIPMENT 130 SF 300 1 49 1 100 B 42 PRINT AND COPY AREA ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 83 SF 300 1 49 1 100 B 43 STORAGE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 316 SF 300 2 49 1 100 B 44 OFFICE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 108 SF 300 1 49 1 100 B 45 CD DIRECTOR BUSINESS AREAS 207 SF 150 2 49 1 100
B 46 PLANNING MANAGER BUSINESS AREAS 209 SF 150 2 49 1 100 S 34 PW VAULT ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 144 SF 300 1 29 1 100 S 40 STORAGE (none) 113 SF 29
5,066 SF 87
S 26 RESTROOM 2 (none) Not Placed 0 29
0 SF 0
5,066 SF 87
LEGEND
A-201 G-403 SCALE: 1/8" = 1'-0" 1 CODE ANALYSIS - LEVEL 1 FLOOR OR GROUND SURFACE (CBC 11B
-302.1)
SURFACE IS STABLE, FIRM, AND SLIP RESISTANT.
SLOPE (CBC 11B
-403.3)
THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 (5%). THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 (2%). THE RUNNING SLOPE OF SIDEWLAKS SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY.
CHANGES IN LEVEL (CBC 11B
-403.3)
• CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. (CBC 11B
-303.2)
• CHANGES IN LEVEL BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. (CBC 11B-303.3)
CLEARANCES (CBC 11B
-403.5.1)
THE CLEAR WIDTH SHALL BE 36" MINIMUM
1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A LENGTH OF 24" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM. (EXCEPTION 1)
2. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44" MINIMUM. (EXCEPTION 2)
3. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48" MINIMUM (EXCEPTION 3)
4. THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO TOILET
COMPARTMENTS SHALL BE 44" (EXCEPTION 4)
PROTRUDING OBJECTS (CBC 11B
-307)
• ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (CBC 11B
-307.4)
• OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80" ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4"
MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH (CBC 11B -307.2)
PATH OF TRAVEL
ACCESSIBLE PATH OF TRAVEL AS INDICATED ON THE PLAN IS A BARRIER-FREE
ACCESS ROUTE
DN UP
UP
UP
UP UP
EGRESS PATH OF TRAVEL
NUMBER OF OCCUPANTS EXITING SPACE
[ 10 ] COMBINED OCCUPANT COUNT ALONG PATH OF TRAVEL
123
( 12 )
ROOM NUMBER
EXIT IDENTIFICATION
TOTAL OCCUPANTS CALCULATED
MIN. EXIT WIDTH
CALCULATED
EXIT WIDTH PROVIDED
CALC. PROVIDED
3"
EXIT 1
20 OCC.
32"
OK
EGRESS WIDTH TAG
FE
FEC
SURFACE MOUNTED FIRE EXTINGUISHER, HALOCARBON
TYPE IN SERVER ROOMS
2A:10B:C RATING
FIRE EXTINGUISHER & RECESSED CABINET
2A:10B:C RATING
ILLUMINATED EXIT SIGN,
ARROW INDICATES DIRECTIONAL CHEVRON
REFER TO INTERIOR ELEVATIONS AND RCP FOR
MOUNTING LOCATION
0' COMMON PATH OF EGRESS TRAVEL DISTANCE
PATH OF TRAVEL
COMMON PATH OF TRAVEL
CALC. PROVIDED
16"
EXIT 1
107 OCC.
70"
32" MIN.
( 107 )
OCCUPANCY GROUP LEGEND
A-3 BS-1
ENTRY WAY 1
CALC. PROVIDED
1"
EXIT 2
8 OCC.
36"
32" MIN.
( 1 )
WOMEN
14 MEN
13 COUNCIL
MEMBER 4 PRINTER
ROOM
17 HR MANAGER 5
DEPUTY CITY
MANAGER
OFFICE
6 ACCOUNTING 16
MANAGER
SERVER ROOM
3 9
WOMEN
VESTIBULE
10 CLOSET
15 HALL
12 HALL
12 FINANCE
DIRECTOR 8
OFFICES 2
CITY
MANAGER 7
44" MIN PER CBC 1011.2
48"
( 1 )
( 1 )
( 5 ) 53' 28'
30' ( 11 )
( 8 )
( 32 )
( 45 )
( 2 )
( 2 )
( 2 )
( 1 )
( 1 )
( 2 )
( 2 )
57'
( 1 )
COUNCIL
CHAMBERS
50 ( 76 )
( 22 )
FE
59' - 10"
114' - 8"
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:15:00 PM
BUILDING CODE ANALYSIS -
LEVEL 2
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-404
09/27/2024
JP
SD, DDA, AK JP
BID SET
EGRESS
LEGEND
FLOOR OR GROUND SURFACE (CBC 11B
-302.1)
SURFACE IS STABLE, FIRM, AND SLIP RESISTANT.
SLOPE (CBC 11B
-403.3)
THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 (5%). THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 (2%). THE RUNNING SLOPE OF SIDEWLAKS SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY.
CHANGES IN LEVEL (CBC 11B
-403.3)
• CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. (CBC 11B
-303.2)
• CHANGES IN LEVEL BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. (CBC 11B-303.3)
CLEARANCES (CBC 11B
-403.5.1)
THE CLEAR WIDTH SHALL BE 36" MINIMUM
1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A LENGTH OF 24" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM. (EXCEPTION 1)
2. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44" MINIMUM. (EXCEPTION 2)
3. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48" MINIMUM (EXCEPTION 3)
4. THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO TOILET
COMPARTMENTS SHALL BE 44" (EXCEPTION 4)
PROTRUDING OBJECTS (CBC 11B
-307)
• ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (CBC 11B
-307.4)
• OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80" ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4"
MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH (CBC 11B -307.2)
PATH OF TRAVEL
ACCESSIBLE PATH OF TRAVEL AS INDICATED ON THE PLAN IS A BARRIER-FREE
ACCESS ROUTE
*USABLE AREA IS TO FINISH SURFACE OF A SPACE
MORE THAN ONE EXIT MUST BE PROVIDED IF THE SPACE OCCUPANT LOAD OR MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE ARE EXCEEDED. MORE EXITS MAY BE REQUIRED UNDER HIGH OCCUPANT LOAD OR OTHER PSECIAL CONDITIONS.
CBC TABLE 1004.5, 1006.2.1, & 1006.3.2
OCCUPANCY
GROUP NO. SPACE NAME FUNCTION OF SPACE DESIGNED AREAUSABLE* OLF CUM. OCC.
LOAD OF
SPACE
EXITING
MAX. SINGLE EXIT
CUMULITIVE LOAD OF
SPACE
MIN. NUMBER OF
EXITS PER SPACE
MAX. COMMON PATH
OF EGRESS ALLOWED
FOR SINGLE EXIT
B 2 OFFICES BUSINESS AREAS 1,516 SF 150 11 49 1 100
B 3 ACCOUNTING MANAGER BUSINESS AREAS 185 SF 150 2 49 1 100 B 4 COUNCIL MEMBER BUSINESS AREAS 185 SF 150 2 49 1 100 B 5 HR MANAGER BUSINESS AREAS 175 SF 150 2 49 1 100
B 6 DEPUTY CITY MANAGER BUSINESS AREAS 190 SF 150 2 49 1 100 B 7 CITY MANAGER BUSINESS AREAS 258 SF 150 2 49 1 100
B 8 FINANCE DIRECTOR BUSINESS AREAS 253 SF 150 2 49 1 100 B 10 WOMEN VESTIBULE (none) 59 SF 49 100
B 13 MEN (none) 98 SF 49
B 14 WOMEN (none) 94 SF 49
B 50 COUNCIL CHAMBERS ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLE AND CHAIRS) 1,130 SF 15 76 49 2 75 S 9 SERVER ROOM (none) 120 SF 29 100
S 11 CLOSET (none) 17 SF 29
S 12 HALL (none) 216 SF 29
S 15 CLOSET (none) 15 SF 29
S 16 OFFICE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 94 SF 300 1 29 1 100 S 17 PRINTER ROOM ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 142 SF 300 1 29 1 100 4,747 SF 101
B 1 ENTRY WAY ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLE AND CHAIRS) 122 SF 15 9 49 1 100 122 SF 9
4,870 SF 110
A-201 G-404 SCALE: 1/8" = 1'-0" 1 CODE ANALYSIS - LEVEL 2 PF
EGRESS PATH OF TRAVEL
NUMBER OF OCCUPANTS EXITING SPACE
[ 10 ] COMBINED OCCUPANT COUNT ALONG PATH OF TRAVEL
123
( 12 )
ROOM NUMBER
EXIT IDENTIFICATION
TOTAL OCCUPANTS CALCULATED
MIN. EXIT WIDTH
CALCULATED
EXIT WIDTH PROVIDED
CALC. PROVIDED
3"
EXIT 1
20 OCC.
32"
OK
EGRESS WIDTH TAG
FE
FEC
SURFACE MOUNTED FIRE EXTINGUISHER, HALOCARBON
TYPE IN SERVER ROOMS
2A:10B:C RATING
FIRE EXTINGUISHER & RECESSED CABINET
2A:10B:C RATING
ILLUMINATED EXIT SIGN,
ARROW INDICATES DIRECTIONAL CHEVRON
REFER TO INTERIOR ELEVATIONS AND RCP FOR
MOUNTING LOCATION
0' COMMON PATH OF EGRESS TRAVEL DISTANCE
PATH OF TRAVEL
COMMON PATH OF TRAVEL
( 2 )
( 2 )
( 37 )
( 8 )
( 45 )
( 4 )
PRIVATE
OFFICE
48 OPEN OFFICE
21 CONFERENCE
ROOM
22 PRIVATE
OFFICE
47 CORRIDOR
23 MEN - 2
25 JAN
26 WOMEN - 2
24 OCCUPANCY GROUP LEGEND B
52' - 5"
FE
FE
52' - 5"
52' - 5"
38' - 1"
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:15:02 PM
BUILDING CODE ANALYSIS -
LEVEL 3
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-405
09/27/2024
JP
SD, DDA, AK JP
BID SET
EGRESS
MORE THAN ONE EXIT MUST BE PROVIDED IF THE SPACE OCCUPANT LOAD OR MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE ARE EXCEEDED. MORE EXITS MAY BE REQUIRED UNDER HIGH OCCUPANT LOAD OR OTHER PSECIAL CONDITIONS.
CBC TABLE 1004.5, 1006.2.1, & 1006.3.2
OCCUPANCY
TYPE NO. SPACE NAME FUNCTION OF SPACE DESIGNED AREAUSABLE* OLF CUM. OCC.
LOAD OF
SPACE
EXITING
MAX. SINGLE EXIT
CUMULITIVE LOAD OF
SPACE
MIN. NUMBER OF
EXITS PER SPACE
MAX. COMMON PATH
OF EGRESS ALLOWED
FOR SINGLE EXIT
(none) 51 PRIVATE OFFICE (none) 115 SF
(none) 52 PRIVATE OFFICE (none) 61 SF
(none) 53 PRIVATE OFFICE (none) 148 SF
B 47 PRIVATE OFFICE BUSINESS AREAS 190 SF 150 2 49 1 100 B 48 PRIVATE OFFICE BUSINESS AREAS 183 SF 150 2 49 1 100 697 SF 4
B 21 OPEN OFFICE BUSINESS AREAS 597 SF 150 4 49 1 100
B 22 CONFERENCE ROOM ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLE AND CHAIRS) 544 SF 15 37 49 1 75 B 23 CORRIDOR (none) 447 SF 49
B 24 WOMEN - 2 (none) 62 SF 49
B 25 MEN - 2 (none) 89 SF 49
S 26 JAN (none) 10 SF 29
1,749 SF 41
2,446 SF 45
*USABLE AREA IS TO FINISH SURFACE OF A SPACE
LEGEND
A-201 G-405 SCALE: 1/8" = 1'-0" 1 CODE ANALYSIS - LEVEL 3 FLOOR OR GROUND SURFACE (CBC 11B
-302.1)
SURFACE IS STABLE, FIRM, AND SLIP RESISTANT.
SLOPE (CBC 11B
-403.3)
THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 (5%). THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 (2%). THE RUNNING SLOPE OF SIDEWLAKS SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY.
CHANGES IN LEVEL (CBC 11B
-403.3)
• CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. (CBC 11B
-303.2)
• CHANGES IN LEVEL BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. (CBC 11B-303.3)
CLEARANCES (CBC 11B
-403.5.1)
THE CLEAR WIDTH SHALL BE 36" MINIMUM
1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A LENGTH OF 24" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM. (EXCEPTION 1)
2. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44" MINIMUM. (EXCEPTION 2)
3. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48" MINIMUM (EXCEPTION 3)
4. THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO TOILET
COMPARTMENTS SHALL BE 44" (EXCEPTION 4)
PROTRUDING OBJECTS (CBC 11B
-307)
• ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (CBC 11B
-307.4)
• OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80" ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4"
MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH (CBC 11B -307.2)
PATH OF TRAVEL
ACCESSIBLE PATH OF TRAVEL AS INDICATED ON THE PLAN IS A BARRIER-FREE
ACCESS ROUTE
KICK PLATE
NOTE:
SWINGING DOOR & GATE SURFACES WITHIN 10" OF FINISH FLOOR SHALL HAVE
A SMOOTH SURFACE OF THE PUSH SIDE EXTENDING THE FULL WIDTH OF DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS SHALL BE WITHIN 1/16" OF SURFACE & SHALL BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY KICK PLATES SHALL BE CAPPED.
F.F.
MIN.
10"
REF: CBC 11B-404.2.10
NOTE:
DOOR CLOSERS IF PRESENT, MUST BE SET
SO THAT IT TAKES DOOR AT LEAST 5
SECONDS TO CLOSE FROM AN OPEN
POSITION OF 90 DEGREES TO WITHIN 12° OF
LATCH. THE FORCE TO OPEN DOOR SHALL
NOT EXCEED 5 LBS. TYPICAL.
DOOR CLOSERS
ACCEPTABLE DOOR
HARDWARE AND
MOUNTING HEIGHTS
PANIC
LOOP
LEVER
34"-44" A.F.F.
12.00°
REF: CBC 11B-404.2
234
DEPTH:
RAISED 1/32" MIN. ABOVE
BACKGROUND
CHARACTERS:
UPPERCASE, SANSERIF, NOT
ITALIC, WIDTH OF "0" SHALL BE
60% MIN. TO 110% MAX. OF "1"
HEIGHT:
5/8" MIN. TO 2" MAX.
STROKE:
THICKNESS OF "1" SHALL BE 15%
MAX. OF HEIGHT
3/8" MIN., 1/2" MAX.
CORRESPONDING GRADE II
BRAILLE
NOTE:
PERMANENT SIGNAGE TO BE
INSTALLED ON THE WALL
ADJACENT TO THE LATCH
SIDE OF THE DOOR.
MOUNTING LOCATION MUST
ALLOW A PERSON TO
APPROACH WITHOUT
ENCOUNTERING PROTRUDING
OBJECTS OR STANDING
WITHIN THE SWING PATH OF
THE DOOR.
60" MAX.
18 74
CHARACTER SPACING
1/8" MIN. TO 4 TIMES STROKE WIDTH MAX. RECTANGULAR
1/16" MIN. TO 4 TIMES STROKE WIDTH MAX.
NON RECTANGULAR
RECTANGULAR
ROOM
48" MIN.
18" SQR. CLR. FLOOR AREA
CENTERED ON SIGN &
CLEAR OF DOOR SWING
INSTALLATION, HEIGHT AND LOCATION
RAISED CHARACTERS
REF: CBC 11B-703
36" MIN. CLR.
60" MIN. CLR.
44" MIN. CLR.*
54" MIN. CLR.
PULL SIDE
PUSH SIDE
* 48" MIN. CLR. IF
DOOR HAS BOTH
A LATCH AND A
CLOSER
F,G)
D)
22" MIN.
REF: CBC 11B-404.2.4
12" MIN.*
PUSH SIDE
AT EXTERIOR SIDE OF EXTERIOR DOORS
PULL SIDE 24" MIN. CLEAR
60" MIN. CLR.
AT INTERIOR DOORS
18" MIN. CLEAR
* PROVIDE THIS ADDITIONAL
SPACE IF DOOR IS
EQUIPPED WITH BOTH A
LATCH AND A CLOSER
48" MIN. CLR.
B,C)
A)
NOTE:
ALL DOORS IN ALCOVES
SHLAL COMPLY WITH THE
CLEARANCES FOR FRONT
APPROACHES
5"
REF: CBC 11B-404.2.4
60" MIN. CLR. 44" MIN. CLR.*
PULL SIDE
PUSH SIDE
* 48" MIN. CLR. IF
DOOR HAS BOTH
A LATCH AND A
CLOSER
H)
J,K)
24" MIN.
24" MIN.
REF: CBC 11B-404.2.4
36" MIN. CLR.
CLR.
24" MIN.
36" MIN. CLR.
CLR.
12"
CLR.
12"
36" MIN. CLR.32" MIN. CLR.
CONT. POINT
24" MAX.
60" MIN. CLR.
60 INCHES DIAMETER SPACE MINIMUM CLEAR WIDTH
T-SHAPED SPACE FOR 180 DEGREE TURNS
60"
MIN.
CLR.
DIA.
REF: CBC 11B-304 &
11B-403.5.1
15" MIN.
48" MAX.
48" MAX. 44" MAX.
20" MAX.
20 < X ≤ 25 MAX.
UNOBSTRUCTED FORWARD REACH
OBSTRUCTED HIGH FORWARD REACH
REF:CBC 11B-308.2
15" MIN.
48" MAX. 48" MAX. 46" MAX.
10" MAX.
10 < X ≤ 24 MAX.
UNOBSTRUCTED SIDE REACH
OBSTRUCTED HIGH SIDE REACH
10" MAX. 34" MAX. 34" MAX.
REF: CBC 11B-308.3
MIN. 30" X 48"
CLEAR SPACE FOR
FRONT APPROACH
27" MIN. CLR.
KNEE CLEARANCE
28" TO 34" MAX.
TABLE OR COUNTER HEIGHT
19" MIN. DEPTH
KNEE/TOE CLEARANCE
48"
MIN
.
CLR
.
3 C0"
MIN. LR.
NOTE:
1. THE REQUIRED CLEAR FLOOR SPACE MAY NOT OVERLAP THE REQUIRED KNEE SPACE BY MORE THAN 19".
2. KNEE CLEARANCES AT TABLES, COUNTERS & WORKSURFACES IS AT LEAST 27" HIGH, 30" WIDE AND 19" DEEP.
24"H x 9.5"W x 5"D WITH 1/2" SQUARE TRIM. FULL
GLAZED PANEL - CLEAR ACRYLIC, WHITE-BAKED
ENAMEL, INSTALL PER MANUF. SPECIFICATIONS
TOP OF FIRE EXT. HANDLE
4' - 0"
FF
FIREEXTINGUISHER
1 1/2"
FRAME
1/8" SEPARATION;
CASING BEAD &
SEALANT @ CEMENT
PLASTER EACH SIDE
SEMI-RECESSED CABINET PLAN VIEW
CONTINUOUS
COUNTER FLASHED
SAWP MEMBRANE
(ALL SIDES) AT
CABINETS EXPOSED
TO WEATHER.
ROUGH OPENING
VERIFY
NOTES:
• PROVIDE SEMI-RECESSED FIRE EXTINGUISHER
CABINET AT 2X4 WALLS.
• PROVIDE RECESSED FIRE EXTINGUISHER AT 2X6
OR DOUBLE STUD OR STAGGERED STUD WALLS.
NOTE:
1. THE REQUIRED CLEAR FLOOR SPACE MAY NOT OVERLAP THE REQUIRED KNEE SPACE BY MORE THAN 19".
2. KNEE CLEARANCES AT TABLES, COUNTERS & WORKSURFACES IS AT LEAST 27" HIGH, 30" WIDE AND 19" DEEP.
30" MIN.
25" MAX.
17" MIN.
48" MIN. CLR.
27" MIN
9" MIN
11" MIN. 6" MAX.
8" MIN.
29" MIN
REF: CBC 11B-306
ELEVATION PLAN
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:15:03 PM
GN-ACCESSIBILTIY DETAILS -
CLEARANCES
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-941
09/27/2024
JP
SD, DDA, AK JP
G-941 NTS
BID SET
24 ACC. DOOR KICK PLATE
G-941 NTS
14 ACC. DOOR REQUIREMENTS
G-941 NTS
13 ACC. ROOM SIGNAGE
G-941 SCALE: 1/2" = 1'-0"
22 HINGE APPROACH CLEARANCES
G-941 SCALE: 1/2" = 1'-0"
21 FRONT APPROACH CLEARANCES
G-941 SCALE: 1/2" = 1'-0"
23 LATCH APPROACH CLEARANCES
G-941 SCALE: 3/8" = 1'-0"
42 TURNING SPACE
G-941 NTS
34 ACC. FORWARD REACH
G-941 NTS
32 ACC. SIDE REACH
G-941 SCALE: 3" = 1'-0"
44 COUNTERTOP CLEARANCES
G-941 NTS
41 ACC. FIRE EXTINGUISHER CABINET
G-941 SCALE: 3" = 1'-0"
43 TOE & KNEE CLEARANCES
1 BID ADDENDUM 1 10/11/24 1
A
B
O
V
E
T
R
E
A
D
S
& LA
N
DIN
G
S
34" MIN. T
O 38" M
AX.
A
B
O
V
E
T
R
E
A
D
S
& LA
N
DIN
G
S
34" MIN. T
O 38" M
AX.
1 1/4" O.C. NOM.
ALUMINUM OR STEEL
HANDRAIL SYSTEM
DEPTH + 12"
1 TREAD
DEPTH
TREAD
27" M
A
X.
27" M
A
X.
12"
12" MIN.
NOTE:
EXTENSIONS SHALL
RETURN TO A WALL,
GUARD, OR THE LANDING
SURFACE, OR SHALL BE
CONTINUOUS TO THE
HANDRAIL OF AN
ADJACENT STAIR FLIGHT.
REF: CBC 11B-505.10
WALL FRAMING
FINISH SURFACE
SECURE TO BLOCKING
W/CONNECTORS PER
MANUFACTURER'S
RECOMMENDATION
HANDRAIL BRACKET
1 1/4"MIN. DIAMETER (2"MAX)
HANDRAIL
BLOCKING PER DETAIL
WHERE OCCURS
NOTES:
1. HANDRAIL TO HAVE SMOOTH SURFACE WITH NO SHARP CORNERS
2. HANDRAILS TO ACCOMODATE 50LBS/FT LATERAL LOAD
3. WALL MOUNTED HANDRAILS SHALL RETURN TO WALL AT ENDS
1 1/2" MIN.
1 1/2" MIN.
34" - 38" ABOVE STAIR
NOSING, RAMP, OR
WALKWAY
SECTION VIEW
FINISHED SURFACE
1 1/4"MIN. DIAMETER (2"MAX)
STEEL PIPE HANDRAIL
HANDRAIL BRACKET
HANDRAIL ENDS RETURNED TO
WALL
WALL FRAMING - REFER TO FLOOR
PLAN FOR WALL TYPES
0' - 3"
PLAN VIEW
HANDRAIL CLEARANCES
2 1/4" MAX.
2 1/4" MAX.
4" MIN.- 6 1/4"MAX
PERIMETER
3" MAX.
18" MIN.
1 1/2"
1 1/2"
1 1/2"
1 1/2" MIN.
1 1/4" - 2"
CIRCULAR CROSS-SECTION
NON-CIRCULAR CROSS-SECTIONS
REF: CBC 11B-505
WARNING STRIPS:
• MIN. 2" TO MAX. 4" WIDE; FULL WIDTH OF STAIR.
• MUST BE CLEARLY CONTRASTING COLOR FROM ADJOINING
SURFACES.
• THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR.
EXTERIOR STAIRS:
• ALL TREADS MUST BE MARKED.
• PAINTED OR GROOVED STRIPES NOT ACCEPTABLE; MATERIAL SHALL BE AT LEAST AS SLIP RESISTANT AS TREADS.
• EXTERIOR STAIRS SHALL DESIGNED TO PREVENT THE ACCUMULATION OF WATER.
INTERIOR STAIRS:
• UPPER APPROACH AND LOWER TREADS MUST BE MARKED.
MAX 1/2" RADIUS
NOTES:
1. TREAD & LANDING SURFACES SHALL BE STABLE, FIRM & SLIP RESISTANT.
2. STAIR TREADS & RISERS SHALL BE OF UNIFORM SIZE AND SHAPE.
3. ALL NOSING SHALL BE UNIFORM SIZE, INCLUDING EDGE OF FLOOR AT TOP OF FLIGHT.
4. TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48 IN ANY DIRECTION.
1/2" MAX. RADIUS
OR BEVEL
(AT LEADING EDGE AND
UNDERSIDE OF NOSING)
MAX.
30.00°
4" T
O 7"
11" MIN.
11" MIN.
EDGE OF TREAD
1" MAX. FROM
STRIP WIDTH
2" MIN. 4" MAX.
11" MIN.
4" T
O 7"
1 1/4" MAX.
11" MIN.
4" T
O 7"
4" T
O 7"
VERTICAL RISERS COVED NOSING
ANGLED RISERS BEVELED NOSING
30° MAX.
1 1/4" MAX.
REF: CBC 11B-504
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:15:04
P
M
GN-ACCESSIBILTIY DETAILS -
STAIRS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-942
09/27/2024
JP
SD, DDA, AK JP
BID SET
G-942 SCALE: 3/4" = 1'-0"
31 ACC. HANDRAIL @ STAIRS
G-942 SCALE: 3" = 1'-0"
21 HANDRAIL ATTACHMENT AT WALL
G-942 SCALE: 3" = 1'-0"
22 HANDRAIL END ATTACHMENT AT WALL
G-942 SCALE: 3" = 1'-0"
41 ACC. HANDRAIL SECTION PROFILES
G-942 SCALE: 1" = 1'-0"
12 ACC. STAIR COMPLIANCE
1 BID ADDENDUM 1 10/11/24
1 36" MIN.
12" MIN.
12" MAX. 42" MIN.
17" T
O 19"
33" T
O 36"
IN FRONT OF TOILET
24" MIN.
9" MAX.
7" MIN
19" MIN.
NOTE:
1. ALL DIMENSIONS FOR THIS DETAIL ARE FROM FACE OF FINISHED SURFACE
2. LOCATE CONTROLS AT TRANSFER SIDE OF FIXTURE.
3. WATER CLOSET FLUSH VALVE CONTROLS, 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" A.F.F.
4. THE FORCE REQUIRED TO ACTIVATE THE WATER CLOSET AND URINAL FLUSH
VALVE CONTROLS & FAUCET AND OPERATING MECHANISM CONTROLS SHALL BE NO GREATER THAN 5 LBF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE.
5. WHERE TANK TYPE TOILET IS USED WHICH OBSTRUCTS PLACEMENT AT 33", THE GRAB BAR MAY BE AS HIGH AS 36" MAINTAINING 1 1/2" CLEAR TO TANK.
TOILET PAPER
HOLDER
WITHOUT
STOPS
54" MIN.
24" MIN.
TRANSFER
SIDE
18" MAX.
17" MIN.
SIDE GRAB BAR
REAR GRAB BAR
SIDE GRAB BAR
56" MIN. CLR.
60" MIN. CLR.
48" MIN. CLR.
DOOR PERMITTED TO SWING
OVER HATCHED PORTION OF
MANEUVERING SPACE
REAR GRAB BAR
ACCESSIBLE WATER CLOSET CLEARANCE
REF CBC 11B-604
12" M
A
X. 42" MIN.
54" MIN.
48" MIN.
18" MIN.
18" MIN 32" MIN CLR
60" MIN.
12" MAX
30"x48"
CLEAR
FLOOR
LANDING
60" MIN. CLR.
17" MIN.-18" MAX.
REAR GRAB BAR
6" 12" 24"
36" MIN.
SIDE GRAB BAR
TOILET
PAPER DISP.
T
O
T
O
P
33"MIN. - 36" M
AX.
7" - 9"
42" MIN. 12" MAX.
IN FRONT OF TOILET
24" MIN.
(19" MIN.)
24"
54" MIN.
NOTE:
1. ALL DIMENSIONS FOR THIS DETAIL ARE FROM FACE OF FINISHED SURFACE
2. TOTAL STALL DIMENSIONS MUST INCORPORATE CLEARANCES TO COMPLY WITH STATE AND FEDERAL REQUIREMENTS.
3. LOCATE CONTROLS AT TRANSFER SIDE OF FIXTURE.
4. PROVIDE PRIVACY LOCK, MUST COMPLY WITH 2016 CBC 11B-205.
5. REFER TO DETAIL FOR DOOR SIGNAGE REQUIREMENTS.
FLUSH
ACTIVATOR
ON TRANSFER
SIDE
24" MIN.
REF CBC 11B-604
48" MIN.
35" MIN.-37" MAX.
EQ EQ
NOTE: DOOR MUST BE
SELF CLOSING
42" MIN. 12" M
A
X.
24" MIN.
60" MIN.
REF.
11B-604.8.2
4 4" MIN.
NOTE: VERIFY
CLEARANCE FOR FULL
DOOR SWING
17" M
AX
4 4" M
AX
ELEVATION
30" MIN
48" MIN
FORWARD
APPROACH CLEAR
FLOOR SPACE
PLAN
FLUSH VALVE
TOP OF BOWL
13 1/2 MIN.
MIRROR
SEAT COVER
DISPENSER
SANITARY NAPKIN
DISPENSER
TOWEL
DISPENSER
ELECTRIC
DRYER
TRASH
RECEPTACLE
CUP
DISPENSER
NOTE:
1. CLEAR FLOOR OR GROUND SPACE REQUIRED TO ALLOW FOR OR PARALLEL APPROACH TO ACCESSORIES.
2. ALL OPERABLE PARTS OF FIXTURES AND ACCESSORIES TO BE LOCATED 40" MAX. A.F.F.
3. CONTROLS AND OPERATING MECHANISMS MUST OPERATE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST.
4. MAX. 5 POUND FORCE TO OPERATE CONTROLS.
5. LOCATE COAT HOOKS AND SHELVING WITHIN APPROPRIATE RACH RANGE (48" MAX. ABOVE FLOOR.)
40" M
A
X.
F.F.
REF. 11B-603.3-.5
WALL FRAMING - REFER TO FLOOR
PLAN FOR WALL TYPES
WALL FINISH - REFER TO FINISH SCHEDULE
CONCEALED FASTENERS
1 1/4" MIN. - 2" MAX. DIA.
BLOCKING IN WALL
1 1/2"
.
.
12" MIN. TO PROJECTION ABOVE (1/ 1/2"
FOR SHOWER CONTROLS OR GRAB
BARS.)
1 1/2" MIN TO PROJECTION BELOW
1/4" THICK
1/4" THICK
MEN WOMEN UNISEX RESTROOMS
MEN
ACCESSIBLE RESTROOM
ON FIRST FLOOR
WALL-SIGNAGE (TYP.)
DOOR MOUNTED SIGNAGE (TYP.)
WALL MOUNTED SIGNAGE TO BE
LOCATED ON LATCH SIDE OF
DOOR CLEAR OF DOOR SWING.
MOUNT AT 48" MIN AND 60" MAX
FROM THE BASELINE OF THE
HIGHEST LINE OF RAISED
CHARACTERS.
DOOR-MOUNTED
SIGNAGE WITHIN
1" OF
CENTERLINE OF
DOOR
LETTERING
RAISED 1/32"
MIN.
UPPERCASE SANS
SERIF CHARACTERS
HEIGHT OF
LETTERING 5/8" MIN.
TO 2" MAX.
MEN
3/8" MIN., 1/2" MAX. CORRESPONDING
GRADE II BRAILLE
WOMEN
12" DIA.
MEN
12" EA. LEG
UNISEX
12" DIA.
PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE CHARACTER PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM A FONT WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".
MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.
ROOM ID SIGN DETAIL
ROOM IDENTIFICATION SIGN
REFER TO ROOM ID SIGN
DETAIL
REF. 11B-703.7.2.6
SYMBOL TO CONTRAST
WITH DOOR
TRIANGLE
SHALL
CONTRAST
WITH CIRCLE
58" MIN- 60" M
A
X
DIA. CLR.
60" MIN.
FLUSH ACTIVATOR ON WIDE SIDE
17" MIN.-18" M
AX.
60" MIN. MANEUVERING AT SIDE DOOR
60" MIN.
CLR.
32" MIN.
24" MIN.
54" MIN.
34" MIN. CLR.
44" MIN. CLR.
30" X 48"
CLEAR SPACE
32" MIN. CLR.
W.C. WHEN DOOR SWINGS IN
56" MIN. AT WALL-MOUNTED
W.C. WHEN DOOR SWINGS IN
59" MIN. AT FLOOR-MOUNTED
60" X 60"
LEVEL AND CLEAR
42" MIN. GRAB BAR
36" MIN. GRAB BAR
18" MIN.
NOTE: TOTAL STALL
DIMENSIONS MUST
INCORPORATE
CLEARANCES TO
COMPLY WITH STATE
AND FEDERAL
REQUIREMENTS
59" MIN. @
FLO
O
R
M
O
U
N
T
E
D
W
A
T
E
R
CLO
S
E
T
48" MIN. CLR.
60" MIN. F.O.F.
56" MIN. @
W
ALL M
O
U
N
T
E
D
W
A
T
E
R
CLO
S
E
T
59" MIN. @
FLO
O
R
M
O
U
N
T
E
D
W
A
T
E
R
CLO
S
E
T
60" MIN. F.O.F.
56" MIN. @
W
ALL M
O
U
N
T
E
D
W
A
T
E
R
CLO
S
E
T 36" MIN.
CLEARANCE
DOOR PERMITTED TO
SWING OVER
HATCHED PORTION
OF MANEUVERING
SPACE
WHEN
DOOR
SWINGS IN
48" MIN.
CLEARANCE
IN-SWING DOOR
OUT-SWING DOOR
MANEUVERING
SPACE
MANEUVERING
SPACE
REF 11B-604.8.1.1.3
CLEARANC
E
NOTE: TOTAL STALL
DIMENSIONS MUST
INCORPORATE
CLEARANCES TO
COMPLY WITH STATE
AND FEDERAL
REQUIREMENTS
60" MIN. F.O.F.
M
A
N
E
U
V
E
RIN
G
S
P
A
C
E
60" MIN
@
SID
E
D
O
O
R
W
A
T
E
R
CLO
S
E
T
59" MIN. @
FLO
O
R
M
O
U
N
T
E
D
W
A
T
E
R
CLO
S
E
T
56" MIN. @
W
ALL M
O
U
N
T
E
D
CLEARANCE
60" MIN. F.O.F.
M
A
N
E
U
V
E
RIN
G
S
P
A
C
E
60" MIN
@
SID
E
D
O
O
R
W
A
T
E
R
CLO
S
E
T
59" MIN. @
FLO
O
R
M
O
U
N
T
E
D
W
A
T
E
R
CLO
S
E
T
56" MIN. @
W
ALL M
O
U
N
T
E
D
36" MIN
WHEN DOOR
SWINGS IN
DOOR PERMITTED TO
SWING OVER
HATCHED PORTION
OF MANEUVERING
SPACE
IN-SWING DOOR
OUT-SWING DOOR REF 11B-6048.1.1.2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:15:05 P
M
ACCESSIBILITY DETAILS -
RESTROOMS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
G-943
09/27/2024
JP
SD, DDA, AK JP
BID SET
G-943 SCALE: 1/2" = 1'-0"
33 ACC. TYPICAL TOILET REQUIREMENTS
G-943 SCALE: 1/2" = 1'-0"
23 ACC. SINGLE-ACCOMODATION TOILET
G-943 SCALE: 1/2" = 1'-0"
34 ACC. AMBULATORY TOILET STALL
G-943 SCALE: 1/2" = 1'-0"
24 ACC. URINAL
G-943 SCALE: 1/2" = 1'-0"
11 ACC. RESTROOM ACCESSORIES
G-943 SCALE: 3" = 1'-0"
14 ACC. GRAB BAR ATTACHMENT
G-943 NTS
13 ACC. RESTROOM ID SYMBOLS
G-943 SCALE: 1/2" = 1'-0"
52 MULTIPLE ACCOMODATION TOILET
G-943 SCALE: 1/2" = 1'-0"
42 ACC. TOILET STALL - END OPG DR
G-943 SCALE: 1/2" = 1'-0"
44 ACC. TOILET STALL- SIDE OPENING
1 BID ADDENDUM 1 10/11/24
1 UP
44 11
DD
AA
CONFERENCE
ROOM
31 ENTRY
30 OPEN OFFICE
28 UNISEX RR 2
32 ACC. UNISEX
RR 1
33 BREAK ROOM
29 PW VAULT
34 PLOTTER
ROOM
35 PW DIRECTOR
36 PW
CONTRACTS
MANAGER
37 BUILDING
INSPECTOR
38 PRIVATE
OFFICE
39 PLANNING
MANAGER
46 CD DIRECTOR
45 STORAGE
43 STORAGE
40 IT ROOM
41 PRINT AND
COPY AREA
42 OFFICE
44 103
102
106
107
118
104
114
116
117
115
113
112
108a
110 111
109a
102a
109
101
108
02 4100.D
TYP.
02 4100.D
02 4100.C
02 4100.H 02 4100.H
02 4100.G
08 1416.A
02 4116.B3
02 4116.B4
02 4116.B5
02 4116.B5
26 0000.L
26 0000.L
09 7200.D
09 7200.D
09 7200.D
08 7100.C
26 0000.N
02 4116.D
26 0000.P
02 4013.X 02 4013.X 02 4013.X 02 4013.X
02 4013.X
02 4013.X
02 4013.X
02 4013.X
02 4013.X
02 4013.X
02 4013.X 02 4013.X
02 4013.X 02 4013.X
103x
09 7200.D
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:49 PM
FIRST FLOOR PLAN - DEMO
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
AD-101
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION IF PROVIDED.
3. REFER TO MECHANICAL PLANS, DRAWINGS OR REPORTS FOR FURTHER INFORMATION, IF PROVIDED.
4. REFER TO PLUMBING PLANS OR DRAWINGS FOR FURTHER INFORMATION IF PROVIDED.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
6. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
7. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
8. PROVIDE FIREBLOCKING FOR WALL CAVITIES THAT EXCEED 2022 CBC
HEIGHT LIMITATIONS
9. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
10. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM THE HINGE SIDE SHALL BE 6" FROM FACE OF FRAMING OF ADJACENT
PERPENDICULAR WALL TO ROUGH DOOR OPENING, UNLESS OTHERWISE NOTED.
11. SEE CODE ANALYSIS FOR LOCATIONS OF FIRE PARTITIONS AND FIRE BARRIERS, IF REQUIRED.
12. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL
ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BE
MAINTAINED
13. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATED PARTITIONS,
PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY
OF PARTITION RATING
14. ELECTRICAL WORK FOR POWER OUTLET RELOCATION BY OTHERS.
CONTRACTOR TO REPAIR WALL AFTER ELECTRICAL OUTLET SWITCHES ETC.
ARE RELOCATED.
15. ALL INTERIORS WORK IN COUNCIL CHAMBER TO BE DONE IN SECOND PHASE.
16. FOR ALL WALL TILE WORK, PROVIDE NEW HARDY BACKER BEHIND TILE AND DEMO TO STUD.
FLOOR PLAN GENERAL NOTES
02 4013.X EXISTING WINDOW TO REMAIN
02 4100.C EXISTING KITCHEN EQUIPMENT AND CASEWORK TO BE REMOVED
AND DISCARDED
02 4100.D EXISTING COUNTERTOP AND CASEWORK TO BE REMOVED 02 4100.G EXISTING RAILING TO BE DEMOLISHED AND PREP SITE TO BE REPLACED.
02 4100.H EXISTING RESTROOM FLOOR AND WALL TILE TO BE DEMOLISHED 02 4116.B3 EXISTING COUNTER TO BE REMOVED.
02 4116.B4 EXISTING LAVATORY TO BE REMOVED
02 4116.B5 EXISTING TOILET TO BE REMOVED
02 4116.D EXISTING COUNTERTOP AND CASEWORK TO BE REMOVED 08 1416.A WOOD DOOR. REFER TO DOOR SCHEDULE.
08 7100.C REMOVE AND INSTALL NEW DOOR HARDWARE
09 7200.D REMOVE EXISTING WALLPAPER THROUGHOUT
26 0000.L REMOVE WIRE TRACK, PREP WALL FOR NEW ELECTRICAL BOX 26 0000.N TRENCH FOR DATA AND ALL CONDUITS
26 0000.P REMOVE AND RELOCATE POWER
A-201 AD-101 SCALE: 3/16" = 1'-0" 1 FIRST FLOOR PLAN - DEMO
1. EXISTING BUILDING SHALL BE MAINTAINED WATER TIGHT AND DUST FREE THROUGHOUT ENTIRE PROJECT.
2. THE DEMOLITION DRAWINGS SHOWN AS PART OF THIS SET ARE INTENDED
TO SHOW THE GENERAL SCOPE AND EXISTING CONDITIONS OF THE PROJECT AND THE GENERAL EXTENTS OF THE DEMOLITION. IT IS NOT THE
INTENT OF THE DRAWINGS TO BE ALL INCLUSIVE OF ALL DEMOLITION
NECESSARY FOR NEW CONSTRUCTION AND ARE MEANT TO AID THE CONCTRACTOR IN EVALUATION OF THE EXTENT OF DEMOLITION. THE
CONTRACTOR(S) ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS, COORDINATING ALL NECESSARY REQUIREMENTS AND
PERFORMING ALL DEMOLITION REQUIRED FOR NEW CONSTRUCTION WHETHER SHOWN OR NOT.
3. DO NOT SCALE ANY DRAWINGS. FIELD VERIFY ALL EXISTING CONDITIONS.
REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
4. IF HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY.
5. THE OWNER HAS THE RIGHT OF FIRST REFUSAL ON EXISTING MATERIALS AND EQUIPMENT REMOVED FROM THE SITE. VERIFY WITH OWNER ALL
EXISTING MATERIAL, CASEWORK, EQUIPMENT, LIGHT FIXTURES, SYSTEM
FURNISHINGS, DOORS, OR FRAMES WHICH SHALL BE SALVAGED PRIOR TO REMOVAL. TURN OVER SALVAGE MATERIALS TO OWNER AND PROPERLY DISPOSE OF REMAING ITEMS.
6. REMOVE AND/OR DEMOLISH ITEMS INDICATED. DEMOLISHED ITEMS SHALL
BE REMOVED FROM THE SITE IMMEDIATELY BY CONTRACTOR UNLESS NOTED OTHERWISE.
7. ALL ITEMS TO REMAIN PROPERTY OF THE OWNER TO BE STORED ON SITE
AS INDICATED BY THE OWNER
8. FIELD INSPECT DEMOLITION WORK PRIOR TO REMOVAL. INSURE REMOVAL
DOES NOT IMPAIR STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN. IF FIELD INSPECTION INDICATES STRUCTURAL INTEGRITY MAY BE
IMPAIRED, CONTRACTOR(S) SHALL NOTIFY ARCHITECT / STRUCTURAL
ENGINEER AND OWNER IMMEDIATELY AND TAKE IMMEDIATE ACTION TO
ENSURE SAFETY OF STRUCTURE WHILE PERMANENT SOLUTION IS
DEVELOPED.
9. GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK AMONG ALL TRADES.
10. VERIFY ALL EXISTING WALL, FLOOR, CEILING, AND ROOF CONSTRUCTION TO
DETERMINE EXTENT AND METHODS OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION.
11. VERIFY LOCATION OF EXISTING UTILITIES AND UNDERGROND CONDUITS,
CHASES, AND SOIL CONDITIONS PRIOR TO DEMOLITION AND
CONSTRUCTION.
12. MAINTAIN ALL EXISTING EXITING AND EGRESS FOR THE DURATION OF THE CONSTRUCTION.
13. PROTECT SMOKE DETECTORS, DOOR SENSORS AND WIFI ANTENNAS IN PLACE.
14. CONTRACTOR TO REMOVE ALL LIGHTING FIXTURES AND REPLACE WITH NEW AS NOTED.
15. ALL SUPPLY AIR, RETURN AND EXHAUST REGISTERS/HGRILLES TO BE REMOVED AND REPLACED.
DEMOLITION GENERAL NOTES
1 BID ADDENDUM 1 10/11/24
1 1
REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
DN
UP
UP UP B B
22 CC
44 11
DDAA
33 WOMEN
14 MEN
13 CLOSET
11 COUNCIL
MEMBER 4
WOMEN
VESTIBULE
10 CLOSET
15 HALL
12 ACCOUNTING
MANAGER
SERVER ROOM
3 9
FINANCE
DIRECTOR 8
OFFICES 2
PRINTER
ROOM
17 OFFICE
16 HR MANAGER 5
DEPUTY CITY
MANAGER 6
CITY
MANAGER 7
AD-401 1
201
217
215
216
214
218
220
219a
219
221
204
204b
205
206
207
210
204a
204c
TYP.
02 4100.F
02 4100.H 02 4100.H
02 4100.F 02 4100.F 02 4100.F
02 4100.F
02 4100.F 02 4100.F
02 4100.J
02 4100.F
02 4100.F
02 4100.F
26 0000.L
26 0000.L 26 0000.L
26 0000.L
09 7200.D
09 7200.D
26 0000.N
02 4116.E
26 0000.N
26 0000.N
02 4100.Q
COUNCIL
CHAMBERS
50 02 4100.F
02 4100.F
02 4100.F
02 4100.F
05 5200.C
05 5200.C
02 4100.G
02 4100.U
1 1
1 213
1 1
1 WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:50 PM
SIGNAL HILL CITY HALL - LOBBY
SECOND FLOOR PLAN - DEMO
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
AD-102
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION IF PROVIDED.
3. REFER TO MECHANICAL PLANS, DRAWINGS OR REPORTS FOR FURTHER INFORMATION, IF PROVIDED.
4. REFER TO PLUMBING PLANS OR DRAWINGS FOR FURTHER INFORMATION IF PROVIDED.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
6. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
7. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
8. PROVIDE FIREBLOCKING FOR WALL CAVITIES THAT EXCEED 2022 CBC
HEIGHT LIMITATIONS
9. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
10. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM THE HINGE SIDE SHALL BE 6" FROM FACE OF FRAMING OF ADJACENT
PERPENDICULAR WALL TO ROUGH DOOR OPENING, UNLESS OTHERWISE NOTED.
11. SEE CODE ANALYSIS FOR LOCATIONS OF FIRE PARTITIONS AND FIRE BARRIERS, IF REQUIRED.
12. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL
ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BE
MAINTAINED
13. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATED PARTITIONS,
PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY
OF PARTITION RATING
14. ELECTRICAL WORK FOR POWER OUTLET RELOCATION BY OTHERS.
CONTRACTOR TO REPAIR WALL AFTER ELECTRICAL OUTLET SWITCHES ETC.
ARE RELOCATED.
15. ALL INTERIORS WORK IN COUNCIL CHAMBER TO BE DONE IN SECOND PHASE.
16. FOR ALL WALL TILE WORK, PROVIDE NEW HARDY BACKER BEHIND TILE AND DEMO TO STUD.
FLOOR PLAN GENERAL NOTES
02 4100.F EXISTING WINDOW TO BE DEMOLISHED, PREP WALL TO RECEIVE NEW WINDOW.
02 4100.G EXISTING RAILING TO BE DEMOLISHED AND PREP SITE TO BE REPLACED.
02 4100.H EXISTING RESTROOM FLOOR AND WALL TILE TO BE DEMOLISHED 02 4100.J EXISTING ACOUSTIC WALL COVERING TO BE DEMOLISHED 02 4100.Q EXISTING DOOR FRAME CASING TO BE REMOVED AND REPLACED. 02 4100.U EXISTING WINDOW AND DOOR TO BE REMOVED AND REPLACED. 02 4116.E EXISTING DOOR TO BE REMOVED AND REPLACED. SEE DOOR SCHEDULE.
05 5200.C WOOD HANDRAIL. STAIN TO MATCH ADJACENT WOOD TOP FINISH. 09 7200.D REMOVE EXISTING WALLPAPER THROUGHOUT
26 0000.L REMOVE WIRE TRACK, PREP WALL FOR NEW ELECTRICAL BOX 26 0000.N TRENCH FOR DATA AND ALL CONDUITS
A-201 AD-102 SCALE: 3/16" = 1'
-0"
1 SECOND FLOOR PLAN - DEMO
1. EXISTING BUILDING SHALL BE MAINTAINED WATER TIGHT AND DUST FREE THROUGHOUT ENTIRE PROJECT.
2. THE DEMOLITION DRAWINGS SHOWN AS PART OF THIS SET ARE INTENDED
TO SHOW THE GENERAL SCOPE AND EXISTING CONDITIONS OF THE PROJECT AND THE GENERAL EXTENTS OF THE DEMOLITION. IT IS NOT THE
INTENT OF THE DRAWINGS TO BE ALL INCLUSIVE OF ALL DEMOLITION
NECESSARY FOR NEW CONSTRUCTION AND ARE MEANT TO AID THE CONCTRACTOR IN EVALUATION OF THE EXTENT OF DEMOLITION. THE
CONTRACTOR(S) ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS, COORDINATING ALL NECESSARY REQUIREMENTS AND
PERFORMING ALL DEMOLITION REQUIRED FOR NEW CONSTRUCTION WHETHER SHOWN OR NOT.
3. DO NOT SCALE ANY DRAWINGS. FIELD VERIFY ALL EXISTING CONDITIONS.
REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
4. IF HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY.
5. THE OWNER HAS THE RIGHT OF FIRST REFUSAL ON EXISTING MATERIALS AND EQUIPMENT REMOVED FROM THE SITE. VERIFY WITH OWNER ALL
EXISTING MATERIAL, CASEWORK, EQUIPMENT, LIGHT FIXTURES, SYSTEM
FURNISHINGS, DOORS, OR FRAMES WHICH SHALL BE SALVAGED PRIOR TO REMOVAL. TURN OVER SALVAGE MATERIALS TO OWNER AND PROPERLY DISPOSE OF REMAING ITEMS.
6. REMOVE AND/OR DEMOLISH ITEMS INDICATED. DEMOLISHED ITEMS SHALL
BE REMOVED FROM THE SITE IMMEDIATELY BY CONTRACTOR UNLESS NOTED OTHERWISE.
7. ALL ITEMS TO REMAIN PROPERTY OF THE OWNER TO BE STORED ON SITE
AS INDICATED BY THE OWNER
8. FIELD INSPECT DEMOLITION WORK PRIOR TO REMOVAL. INSURE REMOVAL
DOES NOT IMPAIR STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN. IF FIELD INSPECTION INDICATES STRUCTURAL INTEGRITY MAY BE
IMPAIRED, CONTRACTOR(S) SHALL NOTIFY ARCHITECT / STRUCTURAL
ENGINEER AND OWNER IMMEDIATELY AND TAKE IMMEDIATE ACTION TO
ENSURE SAFETY OF STRUCTURE WHILE PERMANENT SOLUTION IS
DEVELOPED.
9. GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK AMONG ALL TRADES.
10. VERIFY ALL EXISTING WALL, FLOOR, CEILING, AND ROOF CONSTRUCTION TO
DETERMINE EXTENT AND METHODS OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION.
11. VERIFY LOCATION OF EXISTING UTILITIES AND UNDERGROND CONDUITS,
CHASES, AND SOIL CONDITIONS PRIOR TO DEMOLITION AND
CONSTRUCTION.
12. MAINTAIN ALL EXISTING EXITING AND EGRESS FOR THE DURATION OF THE CONSTRUCTION.
13. PROTECT SMOKE DETECTORS, DOOR SENSORS AND WIFI ANTENNAS IN PLACE.
14. CONTRACTOR TO REMOVE ALL LIGHTING FIXTURES AND REPLACE WITH NEW AS NOTED.
15. ALL SUPPLY AIR, RETURN AND EXHAUST REGISTERS/HGRILLES TO BE REMOVED AND REPLACED.
DEMOLITION GENERAL NOTES
1 BID ADDENDUM 1 10/11/24
1 1
1 1
REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
1 UP
UP
B
22 C
44 11
DDAA
33 PRIVATE
OFFICE
48 OPEN OFFICE
21 PRIVATE
OFFICE
47 CONFERENCE
ROOM
22 WOMEN - 2
24 JAN
26 MEN - 2
25 308
306
02 4100.E
TYP.
02 4100.F
TYP.
02 4100.F
02 4100.H
02 4100.D
02 4100.F
02 4100.F
02 4100.F
02 4100.F
02 4100.F
02 4100.F
02 4100.F
02 4100.F
02 4100.G
02 4100.G
08 1416.A
08 1416.A
26 0000.L
26 0000.L
09 7200.D
02 4100.P
02 4116.B
02 4100.F 02 4100.F
08 1416.A
08 1416.A
02 4100.F 02 4100.F 02 4100.F
02 4100.F
02 4100.F
02 4100.F
02 4100.F
02 4100.E
02 4100.E 02 4100.E
02 4013.D
02 4013.D
02 4100.V
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:50 PM
THIRD FLOOR PLAN - DEMO
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
AD-103
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION IF PROVIDED.
3. REFER TO MECHANICAL PLANS, DRAWINGS OR REPORTS FOR FURTHER INFORMATION, IF PROVIDED.
4. REFER TO PLUMBING PLANS OR DRAWINGS FOR FURTHER INFORMATION IF PROVIDED.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
6. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
7. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
8. PROVIDE FIREBLOCKING FOR WALL CAVITIES THAT EXCEED 2022 CBC
HEIGHT LIMITATIONS
9. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
10. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM THE HINGE SIDE SHALL BE 6" FROM FACE OF FRAMING OF ADJACENT
PERPENDICULAR WALL TO ROUGH DOOR OPENING, UNLESS OTHERWISE NOTED.
11. SEE CODE ANALYSIS FOR LOCATIONS OF FIRE PARTITIONS AND FIRE BARRIERS, IF REQUIRED.
12. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL
ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BE
MAINTAINED
13. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATED PARTITIONS,
PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY
OF PARTITION RATING
14. ELECTRICAL WORK FOR POWER OUTLET RELOCATION BY OTHERS.
CONTRACTOR TO REPAIR WALL AFTER ELECTRICAL OUTLET SWITCHES ETC.
ARE RELOCATED.
15. ALL INTERIORS WORK IN COUNCIL CHAMBER TO BE DONE IN SECOND PHASE.
16. FOR ALL WALL TILE WORK, PROVIDE NEW HARDY BACKER BEHIND TILE AND DEMO TO STUD.
FLOOR PLAN GENERAL NOTES
02 4013.D EXISTING DOOR TO BE REMAIN. PROTECT IN PLACE. 02 4100.D EXISTING COUNTERTOP AND CASEWORK TO BE REMOVED 02 4100.E EXISTING DOOR TO BE DEMOLISHED
02 4100.F EXISTING WINDOW TO BE DEMOLISHED, PREP WALL TO RECEIVE NEW WINDOW.
02 4100.G EXISTING RAILING TO BE DEMOLISHED AND PREP SITE TO BE REPLACED.
02 4100.H EXISTING RESTROOM FLOOR AND WALL TILE TO BE DEMOLISHED 02 4100.P EXISTING URINAL TO BE REMOVED.
02 4100.V EXISTING DRINKING FOUNTAIN TO BE REMOVED, PREP WALL AND WATER LINES FOR NEW BOTTLE WATER FILLER.
02 4116.B EXISTING TOILET PARTITION TO BE REMOVED
08 1416.A WOOD DOOR. REFER TO DOOR SCHEDULE.
09 7200.D REMOVE EXISTING WALLPAPER THROUGHOUT
26 0000.L REMOVE WIRE TRACK, PREP WALL FOR NEW ELECTRICAL BOX A-201 AD-103 SCALE: 3/16" = 1'-0" 1 THIRD FLOOR PLAN - DEMO REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
1. EXISTING BUILDING SHALL BE MAINTAINED WATER TIGHT AND DUST FREE THROUGHOUT ENTIRE PROJECT.
2. THE DEMOLITION DRAWINGS SHOWN AS PART OF THIS SET ARE INTENDED
TO SHOW THE GENERAL SCOPE AND EXISTING CONDITIONS OF THE PROJECT AND THE GENERAL EXTENTS OF THE DEMOLITION. IT IS NOT THE
INTENT OF THE DRAWINGS TO BE ALL INCLUSIVE OF ALL DEMOLITION
NECESSARY FOR NEW CONSTRUCTION AND ARE MEANT TO AID THE CONCTRACTOR IN EVALUATION OF THE EXTENT OF DEMOLITION. THE
CONTRACTOR(S) ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS, COORDINATING ALL NECESSARY REQUIREMENTS AND
PERFORMING ALL DEMOLITION REQUIRED FOR NEW CONSTRUCTION WHETHER SHOWN OR NOT.
3. DO NOT SCALE ANY DRAWINGS. FIELD VERIFY ALL EXISTING CONDITIONS.
REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
4. IF HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY.
5. THE OWNER HAS THE RIGHT OF FIRST REFUSAL ON EXISTING MATERIALS AND EQUIPMENT REMOVED FROM THE SITE. VERIFY WITH OWNER ALL
EXISTING MATERIAL, CASEWORK, EQUIPMENT, LIGHT FIXTURES, SYSTEM
FURNISHINGS, DOORS, OR FRAMES WHICH SHALL BE SALVAGED PRIOR TO REMOVAL. TURN OVER SALVAGE MATERIALS TO OWNER AND PROPERLY DISPOSE OF REMAING ITEMS.
6. REMOVE AND/OR DEMOLISH ITEMS INDICATED. DEMOLISHED ITEMS SHALL
BE REMOVED FROM THE SITE IMMEDIATELY BY CONTRACTOR UNLESS NOTED OTHERWISE.
7. ALL ITEMS TO REMAIN PROPERTY OF THE OWNER TO BE STORED ON SITE
AS INDICATED BY THE OWNER
8. FIELD INSPECT DEMOLITION WORK PRIOR TO REMOVAL. INSURE REMOVAL
DOES NOT IMPAIR STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN. IF FIELD INSPECTION INDICATES STRUCTURAL INTEGRITY MAY BE
IMPAIRED, CONTRACTOR(S) SHALL NOTIFY ARCHITECT / STRUCTURAL
ENGINEER AND OWNER IMMEDIATELY AND TAKE IMMEDIATE ACTION TO
ENSURE SAFETY OF STRUCTURE WHILE PERMANENT SOLUTION IS
DEVELOPED.
9. GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK AMONG ALL TRADES.
10. VERIFY ALL EXISTING WALL, FLOOR, CEILING, AND ROOF CONSTRUCTION TO
DETERMINE EXTENT AND METHODS OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION.
11. VERIFY LOCATION OF EXISTING UTILITIES AND UNDERGROND CONDUITS,
CHASES, AND SOIL CONDITIONS PRIOR TO DEMOLITION AND
CONSTRUCTION.
12. MAINTAIN ALL EXISTING EXITING AND EGRESS FOR THE DURATION OF THE CONSTRUCTION.
13. PROTECT SMOKE DETECTORS, DOOR SENSORS AND WIFI ANTENNAS IN PLACE.
14. CONTRACTOR TO REMOVE ALL LIGHTING FIXTURES AND REPLACE WITH NEW AS NOTED.
15. ALL SUPPLY AIR, RETURN AND EXHAUST REGISTERS/HGRILLES TO BE REMOVED AND REPLACED.
DEMOLITION GENERAL NOTES
1 BID ADDENDUM 1 10/11/24
1 BB
22 C
44 11
DDAA
33 OPEN OFFICE
28 BREAK ROOM
29 ENTRY
30 CONFERENCE
ROOM
31 UNISEX RR 2
32 ACC. UNISEX
RR 1
33 PW VAULT
34 PLOTTER
ROOM
35 PW DIRECTOR
36 PW
CONTRACTS
MANAGER
37 BUILDING
INSPECTOR
38 PRIVATE
OFFICE
39 STORAGE
40 IT ROOM
41 PRINT AND
COPY AREA
42 STORAGE
43 OFFICE
44 CD DIRECTOR
45 PLANNING
MANAGER
46 7' - 9" A.F.F.
7' - 11" A.F.F.
7' - 9" A.F.F.
8' - 4" A.F.F. 8' - 4" A.F.F.
7' - 8" A.F.F.
8' - 2" A.F.F.
8' - 2" A.F.F.
8' - 2" A.F.F.
8' - 2" A.F.F.
7' - 2" A.F.F.
8' - 3" A.F.F.
7' - 8" A.F.F. 7' - 8" A.F.F.
7' - 8" A.F.F.
3' - 3 1/2" 3' - 10 1/2"
6' - 7 3/4"
02 4116.N1
02 4100.S
26 5100.F
1 WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:50 PM
FIRST FLOOR REFLECTED CEILING
PLAN - DEMO
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
AD-111
09/27/2024
JP
SD, DDA, AK JP
BID SET
1. REFER TO GENERAL NOTES SHEET G-XXX FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.
5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH
FACE OF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILING PLAN, UNO.
6. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCH FACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTED INCLUDING POP RIVETS AND TAPPETS.
7. CONTRACTOR TO VERIFY DEPTH OF SOFFITS AND HOLD TIGHT TO
PLUMBING, SPRINKLERS, ELECTRICAL AND MECHANICAL DUCTS
8. SEE MECHANICAL DRAWINGS FOR MECH. ACCESS PANELS. PAINT TO MATCH
CEILING
9. AT DROPPED GWB SOFFITS/GWB BEAMS, PROVIDE C-STUDS AS VERTICAL
SUPPORTS AT EACH SIDE OF THE SOFFIT/BEAM AND DIAGONAL BRACING FOR WRACKING. IF CEILING JOIST SPACING DIFFERS FROM FLOOR THEN
BLOCKING BETWEEN THE FLOOR FRAMING MAY BE UTILIZED TO ATTACH THE
VERTICAL STRUTS
10. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILING LAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.
11. LIGHT FIXTURES SHALL BE CENTERED WITHIN SPACES AND/OR WINDOW EVENLY ARRAYED. IF CONFLICTS OCCUR AT MECHANICAL REGISTERS OR SPRINKLER HEADS, LIGHTING LOCATIONS SHALL TAKE PRECEDENCE.
CONSULT ARCHITECT AS NEEDED TO RESOLVE.
12. SEE ELECTRICAL PLANS FOR LIGHTING SPECIFICATIONS, AND EXIT LIGHT LOCATIONS.
13. CONTRACTOR TO PAINT ALL EXISTING LAY-IN CEILING GRID PER SPEC.
RCP GENERAL NOTES
KEYNOTES
A-201 AD-111 SCALE: 3/16" = 1'-0" 1 FIRST FLOOR REFLECTED CEILING PLAN - DEMO LEGEND
02 4100.S EXISTING CEILING TO BE REMOVED.
02 4116.N1 EXISTING ACOUSTICAL LAY-IN TILE CEILING. CEILING TILES TO BE
DEMOLISHED
26 5100.F NEW LAY IN LED LIGHT FIXTURE - OWNER PROVIDED AND OWNER INSTALLED. FIXTURE TO BE MARK WHISPER DC2DC 2X4 WITH SOFT WHITE ACRYLIC LENSE. ARCHITECT TO SELECT FROM FULL RANGE OF COLOR TEMPERATURES.
1. EXISTING BUILDING SHALL BE MAINTAINED WATER TIGHT AND DUST FREE THROUGHOUT ENTIRE PROJECT.
2. THE DEMOLITION DRAWINGS SHOWN AS PART OF THIS SET ARE INTENDED
TO SHOW THE GENERAL SCOPE AND EXISTING CONDITIONS OF THE PROJECT AND THE GENERAL EXTENTS OF THE DEMOLITION. IT IS NOT THE
INTENT OF THE DRAWINGS TO BE ALL INCLUSIVE OF ALL DEMOLITION
NECESSARY FOR NEW CONSTRUCTION AND ARE MEANT TO AID THE CONCTRACTOR IN EVALUATION OF THE EXTENT OF DEMOLITION. THE
CONTRACTOR(S) ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS, COORDINATING ALL NECESSARY REQUIREMENTS AND
PERFORMING ALL DEMOLITION REQUIRED FOR NEW CONSTRUCTION WHETHER SHOWN OR NOT.
3. DO NOT SCALE ANY DRAWINGS. FIELD VERIFY ALL EXISTING CONDITIONS.
REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
4. IF HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY.
5. THE OWNER HAS THE RIGHT OF FIRST REFUSAL ON EXISTING MATERIALS AND EQUIPMENT REMOVED FROM THE SITE. VERIFY WITH OWNER ALL
EXISTING MATERIAL, CASEWORK, EQUIPMENT, LIGHT FIXTURES, SYSTEM
FURNISHINGS, DOORS, OR FRAMES WHICH SHALL BE SALVAGED PRIOR TO REMOVAL. TURN OVER SALVAGE MATERIALS TO OWNER AND PROPERLY DISPOSE OF REMAING ITEMS.
6. REMOVE AND/OR DEMOLISH ITEMS INDICATED. DEMOLISHED ITEMS SHALL
BE REMOVED FROM THE SITE IMMEDIATELY BY CONTRACTOR UNLESS NOTED OTHERWISE.
7. ALL ITEMS TO REMAIN PROPERTY OF THE OWNER TO BE STORED ON SITE
AS INDICATED BY THE OWNER
8. FIELD INSPECT DEMOLITION WORK PRIOR TO REMOVAL. INSURE REMOVAL
DOES NOT IMPAIR STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN. IF FIELD INSPECTION INDICATES STRUCTURAL INTEGRITY MAY BE
IMPAIRED, CONTRACTOR(S) SHALL NOTIFY ARCHITECT / STRUCTURAL
ENGINEER AND OWNER IMMEDIATELY AND TAKE IMMEDIATE ACTION TO
ENSURE SAFETY OF STRUCTURE WHILE PERMANENT SOLUTION IS
DEVELOPED.
9. GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK AMONG ALL TRADES.
10. VERIFY ALL EXISTING WALL, FLOOR, CEILING, AND ROOF CONSTRUCTION TO
DETERMINE EXTENT AND METHODS OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION.
11. VERIFY LOCATION OF EXISTING UTILITIES AND UNDERGROND CONDUITS,
CHASES, AND SOIL CONDITIONS PRIOR TO DEMOLITION AND
CONSTRUCTION.
12. MAINTAIN ALL EXISTING EXITING AND EGRESS FOR THE DURATION OF THE CONSTRUCTION.
13. PROTECT SMOKE DETECTORS, DOOR SENSORS AND WIFI ANTENNAS IN PLACE.
14. CONTRACTOR TO REMOVE ALL LIGHTING FIXTURES AND REPLACE WITH NEW AS NOTED.
15. ALL SUPPLY AIR, RETURN AND EXHAUST REGISTERS/HGRILLES TO BE REMOVED AND REPLACED.
DEMOLITION GENERAL NOTES
1 BID ADDENDUM 1 10/11/24
REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
1 BB
22 CC
44 11
DDAA
33 8' - 2" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F.
9' - 11" A.F.F.
7' - 10" A.F.F.
7' - 10" A.F.F.
8' - 2" A.F.F.
8' - 3" A.F.F. 8' - 3" A.F.F.
8' - 3" A.F.F.
8' - 3" A.F.F.
8' - 3" A.F.F.
8' - 3" A.F.F.
OFFICES 2
ACCOUNTING
MANAGER 3
COUNCIL
MEMBER 4
HR MANAGER 5
DEPUTY CITY
MANAGER 6
CITY
MANAGER 7
FINANCE
DIRECTOR 8
SERVER ROOM 9
WOMEN
VESTIBULE
10 CLOSET
11 HALL
12 MEN
13 WOMEN
14 CLOSET
15 OFFICE
16 PRINTER
ROOM
17 TYP.
02 4100.L
TYP.
02 4100.L
AD-402 1
Sim
4' - 9"
TYP.
02 4100.O
11 5213.B
TYP.
02 4116.B1
TYP.
02 4116.N
02 4116.B6
TYP.
02 4013.Q
11 11
1 1
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:51 PM
SECOND FLOOR REFLECTED
CEILING PLAN - DEMO
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
AD-112
09/27/2024
JP
SD, DDA, AK JP
BID SET
1. REFER TO GENERAL NOTES SHEET G-XXX FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.
5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH
FACE OF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILING PLAN, UNO.
6. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCH FACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTED INCLUDING POP RIVETS AND TAPPETS.
7. CONTRACTOR TO VERIFY DEPTH OF SOFFITS AND HOLD TIGHT TO
PLUMBING, SPRINKLERS, ELECTRICAL AND MECHANICAL DUCTS
8. SEE MECHANICAL DRAWINGS FOR MECH. ACCESS PANELS. PAINT TO MATCH
CEILING
9. AT DROPPED GWB SOFFITS/GWB BEAMS, PROVIDE C-STUDS AS VERTICAL
SUPPORTS AT EACH SIDE OF THE SOFFIT/BEAM AND DIAGONAL BRACING FOR WRACKING. IF CEILING JOIST SPACING DIFFERS FROM FLOOR THEN
BLOCKING BETWEEN THE FLOOR FRAMING MAY BE UTILIZED TO ATTACH THE
VERTICAL STRUTS
10. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILING LAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.
11. LIGHT FIXTURES SHALL BE CENTERED WITHIN SPACES AND/OR WINDOW EVENLY ARRAYED. IF CONFLICTS OCCUR AT MECHANICAL REGISTERS OR SPRINKLER HEADS, LIGHTING LOCATIONS SHALL TAKE PRECEDENCE.
CONSULT ARCHITECT AS NEEDED TO RESOLVE.
12. SEE ELECTRICAL PLANS FOR LIGHTING SPECIFICATIONS, AND EXIT LIGHT LOCATIONS.
13. CONTRACTOR TO PAINT ALL EXISTING LAY-IN CEILING GRID PER SPEC.
RCP GENERAL NOTES
KEYNOTES
A-201 AD-112 SCALE: 3/16" = 1'-0" 1 SECOND FLOOR REFLECTED CEILING PLAN - DEMO REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
02 4013.Q EXISTING CEILING GRID TO REMAIN. PAINT EXISTING GRID WHITE (SW PURE WHITE)
02 4100.L EXISTING LAY IN LIGHT FIXTURE TO BE DEMOLISHED 02 4100.O EXISTING DOWNLIGHT TO BE REMOVED.
02 4116.B1 EXISTING CEILING EQUIPMENT TO BE REMOVED. CONFIRM WITH
CLIENT WHICH ELEMENTS TO BE STORED TO BE RE-INSTALLED
AND WHICH TO BE REPLACED.
02 4116.B6 EXISTING LIGHT FIXTURE TO BE REMOVED AND REPLACED WITH NEW FIXTURE. NEW FIXTURE TO MATCH EXISTING. OWNER
FURNISHED, OWNER INSTALLED.
02 4116.N EXISTING ACOUSTICAL LAY-IN TILE CEILING. CEILING TILES TO BE
REMOVED AND REPLACED WITH NEW TILE, REFER TO FINISH
SCHEDULE FOR CEILING TILE SPEC.
11 5213.B POWERED RETRACTABLE PROJECTION SCREEN
1. EXISTING BUILDING SHALL BE MAINTAINED WATER TIGHT AND DUST FREE THROUGHOUT ENTIRE PROJECT.
2. THE DEMOLITION DRAWINGS SHOWN AS PART OF THIS SET ARE INTENDED
TO SHOW THE GENERAL SCOPE AND EXISTING CONDITIONS OF THE PROJECT AND THE GENERAL EXTENTS OF THE DEMOLITION. IT IS NOT THE
INTENT OF THE DRAWINGS TO BE ALL INCLUSIVE OF ALL DEMOLITION
NECESSARY FOR NEW CONSTRUCTION AND ARE MEANT TO AID THE CONCTRACTOR IN EVALUATION OF THE EXTENT OF DEMOLITION. THE
CONTRACTOR(S) ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS, COORDINATING ALL NECESSARY REQUIREMENTS AND
PERFORMING ALL DEMOLITION REQUIRED FOR NEW CONSTRUCTION WHETHER SHOWN OR NOT.
3. DO NOT SCALE ANY DRAWINGS. FIELD VERIFY ALL EXISTING CONDITIONS.
REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
4. IF HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY.
5. THE OWNER HAS THE RIGHT OF FIRST REFUSAL ON EXISTING MATERIALS AND EQUIPMENT REMOVED FROM THE SITE. VERIFY WITH OWNER ALL
EXISTING MATERIAL, CASEWORK, EQUIPMENT, LIGHT FIXTURES, SYSTEM
FURNISHINGS, DOORS, OR FRAMES WHICH SHALL BE SALVAGED PRIOR TO REMOVAL. TURN OVER SALVAGE MATERIALS TO OWNER AND PROPERLY DISPOSE OF REMAING ITEMS.
6. REMOVE AND/OR DEMOLISH ITEMS INDICATED. DEMOLISHED ITEMS SHALL
BE REMOVED FROM THE SITE IMMEDIATELY BY CONTRACTOR UNLESS NOTED OTHERWISE.
7. ALL ITEMS TO REMAIN PROPERTY OF THE OWNER TO BE STORED ON SITE
AS INDICATED BY THE OWNER
8. FIELD INSPECT DEMOLITION WORK PRIOR TO REMOVAL. INSURE REMOVAL
DOES NOT IMPAIR STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN. IF FIELD INSPECTION INDICATES STRUCTURAL INTEGRITY MAY BE
IMPAIRED, CONTRACTOR(S) SHALL NOTIFY ARCHITECT / STRUCTURAL
ENGINEER AND OWNER IMMEDIATELY AND TAKE IMMEDIATE ACTION TO
ENSURE SAFETY OF STRUCTURE WHILE PERMANENT SOLUTION IS
DEVELOPED.
9. GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK AMONG ALL TRADES.
10. VERIFY ALL EXISTING WALL, FLOOR, CEILING, AND ROOF CONSTRUCTION TO
DETERMINE EXTENT AND METHODS OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION.
11. VERIFY LOCATION OF EXISTING UTILITIES AND UNDERGROND CONDUITS,
CHASES, AND SOIL CONDITIONS PRIOR TO DEMOLITION AND
CONSTRUCTION.
12. MAINTAIN ALL EXISTING EXITING AND EGRESS FOR THE DURATION OF THE CONSTRUCTION.
13. PROTECT SMOKE DETECTORS, DOOR SENSORS AND WIFI ANTENNAS IN PLACE.
14. CONTRACTOR TO REMOVE ALL LIGHTING FIXTURES AND REPLACE WITH NEW AS NOTED.
15. ALL SUPPLY AIR, RETURN AND EXHAUST REGISTERS/HGRILLES TO BE REMOVED AND REPLACED.
DEMOLITION GENERAL NOTES
1 BID ADDENDUM 1 10/11/24
1 BB
22 CC
33 OPEN OFFICE
21 CONFERENCE
ROOM
22 CORRIDOR
23 WOMEN - 2
24 MEN - 2
25 JAN
26 PRIVATE
OFFICE
47 PRIVATE
OFFICE
48 28' - 0" A.F.F.
9' - 2" A.F.F.
9' - 2" A.F.F.
9' - 2" A.F.F.
9' - 2" A.F.F.
9' - 2" A.F.F.
11' - 0" A.F.F.
9' - 2" A.F.F.
02 4100.L
02 4100.L
02 4100.M
02 4116.B2
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:51 PM
THIRD FLOOR REFLECTED CEILING
PLAN - DEMO
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
AD-113
09/27/2024
JP
SD, DDA, AK JP
BID SET
1. REFER TO GENERAL NOTES SHEET G-XXX FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.
5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH
FACE OF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILING PLAN, UNO.
6. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCH FACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTED INCLUDING POP RIVETS AND TAPPETS.
7. CONTRACTOR TO VERIFY DEPTH OF SOFFITS AND HOLD TIGHT TO
PLUMBING, SPRINKLERS, ELECTRICAL AND MECHANICAL DUCTS
8. SEE MECHANICAL DRAWINGS FOR MECH. ACCESS PANELS. PAINT TO MATCH
CEILING
9. AT DROPPED GWB SOFFITS/GWB BEAMS, PROVIDE C-STUDS AS VERTICAL
SUPPORTS AT EACH SIDE OF THE SOFFIT/BEAM AND DIAGONAL BRACING FOR WRACKING. IF CEILING JOIST SPACING DIFFERS FROM FLOOR THEN
BLOCKING BETWEEN THE FLOOR FRAMING MAY BE UTILIZED TO ATTACH THE
VERTICAL STRUTS
10. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILING LAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.
11. LIGHT FIXTURES SHALL BE CENTERED WITHIN SPACES AND/OR WINDOW EVENLY ARRAYED. IF CONFLICTS OCCUR AT MECHANICAL REGISTERS OR SPRINKLER HEADS, LIGHTING LOCATIONS SHALL TAKE PRECEDENCE.
CONSULT ARCHITECT AS NEEDED TO RESOLVE.
12. SEE ELECTRICAL PLANS FOR LIGHTING SPECIFICATIONS, AND EXIT LIGHT LOCATIONS.
13. CONTRACTOR TO PAINT ALL EXISTING LAY-IN CEILING GRID PER SPEC.
RCP GENERAL NOTES
KEYNOTES
02 4100.L EXISTING LAY IN LIGHT FIXTURE TO BE DEMOLISHED 02 4100.M EXISTING PENDANT FIXTURE TO BE DEMOLISHED
02 4116.B2 EXISTING LIGHT FIXTURE TO BE DEMOLISHED.
A-201 AD-113 SCALE: 3/16" = 1'-0" 1 THIRD FLOOR REFLECTED CEILING PLAN - DEMO LEGEND
1. EXISTING BUILDING SHALL BE MAINTAINED WATER TIGHT AND DUST FREE THROUGHOUT ENTIRE PROJECT.
2. THE DEMOLITION DRAWINGS SHOWN AS PART OF THIS SET ARE INTENDED
TO SHOW THE GENERAL SCOPE AND EXISTING CONDITIONS OF THE PROJECT AND THE GENERAL EXTENTS OF THE DEMOLITION. IT IS NOT THE
INTENT OF THE DRAWINGS TO BE ALL INCLUSIVE OF ALL DEMOLITION
NECESSARY FOR NEW CONSTRUCTION AND ARE MEANT TO AID THE CONCTRACTOR IN EVALUATION OF THE EXTENT OF DEMOLITION. THE
CONTRACTOR(S) ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS, COORDINATING ALL NECESSARY REQUIREMENTS AND
PERFORMING ALL DEMOLITION REQUIRED FOR NEW CONSTRUCTION WHETHER SHOWN OR NOT.
3. DO NOT SCALE ANY DRAWINGS. FIELD VERIFY ALL EXISTING CONDITIONS.
REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
4. IF HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY.
5. THE OWNER HAS THE RIGHT OF FIRST REFUSAL ON EXISTING MATERIALS AND EQUIPMENT REMOVED FROM THE SITE. VERIFY WITH OWNER ALL
EXISTING MATERIAL, CASEWORK, EQUIPMENT, LIGHT FIXTURES, SYSTEM
FURNISHINGS, DOORS, OR FRAMES WHICH SHALL BE SALVAGED PRIOR TO REMOVAL. TURN OVER SALVAGE MATERIALS TO OWNER AND PROPERLY DISPOSE OF REMAING ITEMS.
6. REMOVE AND/OR DEMOLISH ITEMS INDICATED. DEMOLISHED ITEMS SHALL
BE REMOVED FROM THE SITE IMMEDIATELY BY CONTRACTOR UNLESS NOTED OTHERWISE.
7. ALL ITEMS TO REMAIN PROPERTY OF THE OWNER TO BE STORED ON SITE
AS INDICATED BY THE OWNER
8. FIELD INSPECT DEMOLITION WORK PRIOR TO REMOVAL. INSURE REMOVAL
DOES NOT IMPAIR STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN. IF FIELD INSPECTION INDICATES STRUCTURAL INTEGRITY MAY BE
IMPAIRED, CONTRACTOR(S) SHALL NOTIFY ARCHITECT / STRUCTURAL
ENGINEER AND OWNER IMMEDIATELY AND TAKE IMMEDIATE ACTION TO
ENSURE SAFETY OF STRUCTURE WHILE PERMANENT SOLUTION IS
DEVELOPED.
9. GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK AMONG ALL TRADES.
10. VERIFY ALL EXISTING WALL, FLOOR, CEILING, AND ROOF CONSTRUCTION TO
DETERMINE EXTENT AND METHODS OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION.
11. VERIFY LOCATION OF EXISTING UTILITIES AND UNDERGROND CONDUITS,
CHASES, AND SOIL CONDITIONS PRIOR TO DEMOLITION AND
CONSTRUCTION.
12. MAINTAIN ALL EXISTING EXITING AND EGRESS FOR THE DURATION OF THE CONSTRUCTION.
13. PROTECT SMOKE DETECTORS, DOOR SENSORS AND WIFI ANTENNAS IN PLACE.
14. CONTRACTOR TO REMOVE ALL LIGHTING FIXTURES AND REPLACE WITH NEW AS NOTED.
15. ALL SUPPLY AIR, RETURN AND EXHAUST REGISTERS/HGRILLES TO BE REMOVED AND REPLACED.
DEMOLITION GENERAL NOTES
1 BID ADDENDUM 1 10/11/24
REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
1 DN
UP
UP
UP
BB
22 CC
ENTRY WAY 1
TYP.
02 4100.G
TYP.
02 4116.AY
TYP.
02 4013.C TYP.
02 4116.AZ
TYP.
02 4013.AR
TYP.
02 4013.AS
TYP.
02 4100.G
TYP.
02 4116.AN
TYP.
02 4100.F
33 TYP.
02 4013.AR
02 4100.G
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:51 PM
ENLARGED LOBBY FLOOR PLAN -
DEMO
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
AD-401
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
02 4013.AR EXISTING STAIRS TO REMAIN.
02 4013.AS EXISTING MAILBOX TO REMAIN. WOOD TO BE RE-STAIND TO MATCH NEW STAIN ON ADJACENT DOOR.
02 4013.C EXISTING WALL TO REMAIN.
02 4100.F EXISTING WINDOW TO BE DEMOLISHED, PREP WALL TO RECEIVE NEW WINDOW.
02 4100.G EXISTING RAILING TO BE DEMOLISHED AND PREP SITE TO BE REPLACED.
02 4116.AN EXISTING NICHE TO BE DEMOLISHED AND INFILLED. ALIGN NEW FINISH TO EXISTING.
02 4116.AY EXISTING RAILING TO BE DEMOLISHED
02 4116.AZ EXISTING INTERIOR GATE TO BE DEMOLISHED
1. REFER TO GENERAL NOTES SHEET G-002 FOR ADDITIONAL REQUIREMENTS.
FLOOR PLAN GENERAL NOTES
2. INTERIOR DIMENSIONS ARE TO FACE OF FINISH, AND CLEAR DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED.
3. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
4. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
5. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
6. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
7. ALL INTERIOR WALLS TO BE PATCHED AS REQUIRED FROM DEMO WORK AND REMOVAL OF ALL EXISTING WALL COVERINGS. ALL WALLS TO BE RE- TEXTURED TO PROVIDE A CONSISTENT LEVEL 4 DRYWALL FINISH. ALL WALLS TO BE PAINTED P-1 U.O.N.
A-201 AD-401 SCALE: 1/2" = 1'-0" 1 ENLARGED LOBBY FLOOR PLAN - DEMO REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
1. EXISTING BUILDING SHALL BE MAINTAINED WATER TIGHT AND DUST FREE THROUGHOUT ENTIRE PROJECT.
2. THE DEMOLITION DRAWINGS SHOWN AS PART OF THIS SET ARE INTENDED
TO SHOW THE GENERAL SCOPE AND EXISTING CONDITIONS OF THE PROJECT AND THE GENERAL EXTENTS OF THE DEMOLITION. IT IS NOT THE
INTENT OF THE DRAWINGS TO BE ALL INCLUSIVE OF ALL DEMOLITION
NECESSARY FOR NEW CONSTRUCTION AND ARE MEANT TO AID THE CONCTRACTOR IN EVALUATION OF THE EXTENT OF DEMOLITION. THE
CONTRACTOR(S) ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS, COORDINATING ALL NECESSARY REQUIREMENTS AND
PERFORMING ALL DEMOLITION REQUIRED FOR NEW CONSTRUCTION WHETHER SHOWN OR NOT.
3. DO NOT SCALE ANY DRAWINGS. FIELD VERIFY ALL EXISTING CONDITIONS.
REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
4. IF HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY.
5. THE OWNER HAS THE RIGHT OF FIRST REFUSAL ON EXISTING MATERIALS AND EQUIPMENT REMOVED FROM THE SITE. VERIFY WITH OWNER ALL
EXISTING MATERIAL, CASEWORK, EQUIPMENT, LIGHT FIXTURES, SYSTEM
FURNISHINGS, DOORS, OR FRAMES WHICH SHALL BE SALVAGED PRIOR TO REMOVAL. TURN OVER SALVAGE MATERIALS TO OWNER AND PROPERLY DISPOSE OF REMAING ITEMS.
6. REMOVE AND/OR DEMOLISH ITEMS INDICATED. DEMOLISHED ITEMS SHALL
BE REMOVED FROM THE SITE IMMEDIATELY BY CONTRACTOR UNLESS NOTED OTHERWISE.
7. ALL ITEMS TO REMAIN PROPERTY OF THE OWNER TO BE STORED ON SITE
AS INDICATED BY THE OWNER
8. FIELD INSPECT DEMOLITION WORK PRIOR TO REMOVAL. INSURE REMOVAL
DOES NOT IMPAIR STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN. IF FIELD INSPECTION INDICATES STRUCTURAL INTEGRITY MAY BE
IMPAIRED, CONTRACTOR(S) SHALL NOTIFY ARCHITECT / STRUCTURAL
ENGINEER AND OWNER IMMEDIATELY AND TAKE IMMEDIATE ACTION TO
ENSURE SAFETY OF STRUCTURE WHILE PERMANENT SOLUTION IS
DEVELOPED.
9. GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK AMONG ALL TRADES.
10. VERIFY ALL EXISTING WALL, FLOOR, CEILING, AND ROOF CONSTRUCTION TO
DETERMINE EXTENT AND METHODS OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION.
11. VERIFY LOCATION OF EXISTING UTILITIES AND UNDERGROND CONDUITS,
CHASES, AND SOIL CONDITIONS PRIOR TO DEMOLITION AND
CONSTRUCTION.
12. MAINTAIN ALL EXISTING EXITING AND EGRESS FOR THE DURATION OF THE CONSTRUCTION.
13. PROTECT SMOKE DETECTORS, DOOR SENSORS AND WIFI ANTENNAS IN PLACE.
14. CONTRACTOR TO REMOVE ALL LIGHTING FIXTURES AND REPLACE WITH NEW AS NOTED.
15. ALL SUPPLY AIR, RETURN AND EXHAUST REGISTERS/HGRILLES TO BE REMOVED AND REPLACED.
DEMOLITION GENERAL NOTES
1 BID ADDENDUM 1 10/11/24
1 BB
22 CC
33 OPEN ABOVE
11' - 6" A.F.F.
9' - 11" A.F.F.
8' - 0"
02 4116.B2
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:51 PM
ENLARGED LOBBY REFLECTED
CEILING PLAN - DEMO
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
AD-402
09/27/2024
JP
SD, DDA, AK JP
BID SET
1. REFER TO GENERAL NOTES SHEET G-XXX FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.
5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH
FACE OF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILING PLAN, UNO.
6. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCH FACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTED INCLUDING POP RIVETS AND TAPPETS.
7. CONTRACTOR TO VERIFY DEPTH OF SOFFITS AND HOLD TIGHT TO
PLUMBING, SPRINKLERS, ELECTRICAL AND MECHANICAL DUCTS
8. SEE MECHANICAL DRAWINGS FOR MECH. ACCESS PANELS. PAINT TO MATCH
CEILING
9. AT DROPPED GWB SOFFITS/GWB BEAMS, PROVIDE C-STUDS AS VERTICAL
SUPPORTS AT EACH SIDE OF THE SOFFIT/BEAM AND DIAGONAL BRACING FOR WRACKING. IF CEILING JOIST SPACING DIFFERS FROM FLOOR THEN
BLOCKING BETWEEN THE FLOOR FRAMING MAY BE UTILIZED TO ATTACH THE
VERTICAL STRUTS
10. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILING LAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.
11. LIGHT FIXTURES SHALL BE CENTERED WITHIN SPACES AND/OR WINDOW EVENLY ARRAYED. IF CONFLICTS OCCUR AT MECHANICAL REGISTERS OR SPRINKLER HEADS, LIGHTING LOCATIONS SHALL TAKE PRECEDENCE.
CONSULT ARCHITECT AS NEEDED TO RESOLVE.
12. SEE ELECTRICAL PLANS FOR LIGHTING SPECIFICATIONS, AND EXIT LIGHT LOCATIONS.
13. CONTRACTOR TO PAINT ALL EXISTING LAY-IN CEILING GRID PER SPEC.
RCP GENERAL NOTES
KEYNOTES
02 4116.B2 EXISTING LIGHT FIXTURE TO BE DEMOLISHED.
A-201 AD-402 SCALE: 1/2" = 1'-0" 1 ENLARGED LOBBY REFLECTED CEILING PLAN - DEMO REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
1. EXISTING BUILDING SHALL BE MAINTAINED WATER TIGHT AND DUST FREE THROUGHOUT ENTIRE PROJECT.
2. THE DEMOLITION DRAWINGS SHOWN AS PART OF THIS SET ARE INTENDED
TO SHOW THE GENERAL SCOPE AND EXISTING CONDITIONS OF THE PROJECT AND THE GENERAL EXTENTS OF THE DEMOLITION. IT IS NOT THE
INTENT OF THE DRAWINGS TO BE ALL INCLUSIVE OF ALL DEMOLITION
NECESSARY FOR NEW CONSTRUCTION AND ARE MEANT TO AID THE CONCTRACTOR IN EVALUATION OF THE EXTENT OF DEMOLITION. THE
CONTRACTOR(S) ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS, COORDINATING ALL NECESSARY REQUIREMENTS AND
PERFORMING ALL DEMOLITION REQUIRED FOR NEW CONSTRUCTION WHETHER SHOWN OR NOT.
3. DO NOT SCALE ANY DRAWINGS. FIELD VERIFY ALL EXISTING CONDITIONS.
REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
4. IF HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY.
5. THE OWNER HAS THE RIGHT OF FIRST REFUSAL ON EXISTING MATERIALS AND EQUIPMENT REMOVED FROM THE SITE. VERIFY WITH OWNER ALL
EXISTING MATERIAL, CASEWORK, EQUIPMENT, LIGHT FIXTURES, SYSTEM
FURNISHINGS, DOORS, OR FRAMES WHICH SHALL BE SALVAGED PRIOR TO REMOVAL. TURN OVER SALVAGE MATERIALS TO OWNER AND PROPERLY DISPOSE OF REMAING ITEMS.
6. REMOVE AND/OR DEMOLISH ITEMS INDICATED. DEMOLISHED ITEMS SHALL
BE REMOVED FROM THE SITE IMMEDIATELY BY CONTRACTOR UNLESS NOTED OTHERWISE.
7. ALL ITEMS TO REMAIN PROPERTY OF THE OWNER TO BE STORED ON SITE
AS INDICATED BY THE OWNER
8. FIELD INSPECT DEMOLITION WORK PRIOR TO REMOVAL. INSURE REMOVAL
DOES NOT IMPAIR STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN. IF FIELD INSPECTION INDICATES STRUCTURAL INTEGRITY MAY BE
IMPAIRED, CONTRACTOR(S) SHALL NOTIFY ARCHITECT / STRUCTURAL
ENGINEER AND OWNER IMMEDIATELY AND TAKE IMMEDIATE ACTION TO
ENSURE SAFETY OF STRUCTURE WHILE PERMANENT SOLUTION IS
DEVELOPED.
9. GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK AMONG ALL TRADES.
10. VERIFY ALL EXISTING WALL, FLOOR, CEILING, AND ROOF CONSTRUCTION TO
DETERMINE EXTENT AND METHODS OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION.
11. VERIFY LOCATION OF EXISTING UTILITIES AND UNDERGROND CONDUITS,
CHASES, AND SOIL CONDITIONS PRIOR TO DEMOLITION AND
CONSTRUCTION.
12. MAINTAIN ALL EXISTING EXITING AND EGRESS FOR THE DURATION OF THE CONSTRUCTION.
13. PROTECT SMOKE DETECTORS, DOOR SENSORS AND WIFI ANTENNAS IN PLACE.
14. CONTRACTOR TO REMOVE ALL LIGHTING FIXTURES AND REPLACE WITH NEW AS NOTED.
15. ALL SUPPLY AIR, RETURN AND EXHAUST REGISTERS/HGRILLES TO BE REMOVED AND REPLACED.
DEMOLITION GENERAL NOTES
1 BID ADDENDUM 1 10/11/24
1 UP
CONFERENCE
ROOM
31 ENTRY
30 OPEN OFFICE
28 UNISEX RR 2
32 ACC. UNISEX
RR 1
33 308 SF
BREAK ROOM
29 PW VAULT
34 PLOTTER
ROOM
35 PW DIRECTOR
36 PW
CONTRACTS
MANAGER
37 BUILDING
INSPECTOR
38 PRIVATE
OFFICE
39 PLANNING
MANAGER
46 CD DIRECTOR
45 STORAGE
43 4 4
1 1
D
D
A
A
1 A-202
3 A-201
1 A-201
STORAGE
40 IT ROOM
41 PRINT AND
COPY AREA
42 OFFICE
44 6' - 3"
105
14' - 3"
12 3600.F
A1.4
A1.4
112
103a
103
102
118
104
114
116
117
115
113
112
108a
110 111
109a
102a
109
101
108
3W A-513
A-513 3E
3N
A-514
4S
105 106
107
108
109
111
110
102 101
114 113
06 4100.Q
A-403
1 26 0000.M
26 0000.M
26 0000.M
26 0000.M
26 0000.M
26 0000.M
26 0000.M
26 0000.M
26 0000.M
26 0000.M
2 A-517
26 0000.O
26 0000.O
26 0000.Q
26 0000.R
11 3100.A
10 2800.G
26 0000.N
26 0000.R
05 5200.A
22 0000.W
1 22 0000.W
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG
S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:11 PM
FIRST FLOOR PLAN
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-101
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION IF PROVIDED.
3. REFER TO MECHANICAL PLANS, DRAWINGS OR REPORTS FOR FURTHER INFORMATION, IF PROVIDED.
4. REFER TO PLUMBING PLANS OR DRAWINGS FOR FURTHER INFORMATION IF PROVIDED.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
6. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
7. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
8. PROVIDE FIREBLOCKING FOR WALL CAVITIES THAT EXCEED 2022 CBC
HEIGHT LIMITATIONS
9. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
10. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM THE HINGE SIDE SHALL BE 6" FROM FACE OF FRAMING OF ADJACENT
PERPENDICULAR WALL TO ROUGH DOOR OPENING, UNLESS OTHERWISE NOTED.
11. SEE CODE ANALYSIS FOR LOCATIONS OF FIRE PARTITIONS AND FIRE BARRIERS, IF REQUIRED.
12. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL
ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BE
MAINTAINED
13. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATED PARTITIONS,
PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY
OF PARTITION RATING
14. ELECTRICAL WORK FOR POWER OUTLET RELOCATION BY OTHERS.
CONTRACTOR TO REPAIR WALL AFTER ELECTRICAL OUTLET SWITCHES ETC.
ARE RELOCATED.
15. ALL INTERIORS WORK IN COUNCIL CHAMBER TO BE DONE IN SECOND PHASE.
16. FOR ALL WALL TILE WORK, PROVIDE NEW HARDY BACKER BEHIND TILE AND DEMO TO STUD.
FLOOR PLAN GENERAL NOTES
05 5200.A NEW DECORATIVE METAL RAILINGS. REFER TO A-601 AND FINISH SCHEDULE FOR MORE INFORMATION.
06 4100.Q NEW CABINETS AND COUNTERTOPS - REFER TO INTERIOR
ELEVATIONS AND FINISH PLANS/SCHEDULE
10 2800.G SEMI-RECESSED PAPER TOWEL DISPENSER
11 3100.A NEW WHIRLPOOL 34" TALL RANGE WEE515SALS; CONTRACTOR FURNISHED AND INSTALLED. COORDINATE INSTALLATION WITH
OWNER. ARCHITECT TO PROVIDE CLIENT APPROVED SPEC.
12 3600.F NEW RECEPTION COUNTER
22 0000.W NEW BLANCO PRECIS UNDERMOUNT ADA SINK. CONTRACTOR FURNISHED, CONTRACTOR INSTALLED. ARCHITECT TO SELECT
FROM FULL RANGE OF FINISH OPTIONS
26 0000.M PROVIDE TV WALL BOX FOR POWER AND DATA AT 5' BY OTHER 26 0000.N TRENCH FOR DATA AND ALL CONDUITS
26 0000.O RUN CONDUIT THROUGH WALL PROVIDE NEW BOX
26 0000.Q PROVIDE RELOCATED POWER
26 0000.R PLACE CONDUIT IN WALL AND BOX
A-201 A-101 SCALE: 3/16" = 1'-0"
1 FIRST FLOOR PLAN
REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
1 BID ADDENDUM 1 10/11/24
DN
UP
UP UP 21 21
UP
BB
22 CC
WOMEN
14 MEN
13 CLOSET
11 COUNCIL
MEMBER 4
WOMEN
VESTIBULE
10 CLOSET
15 HALL
12 ACCOUNTING
MANAGER
SERVER ROOM
3 9
FINANCE
DIRECTOR 8
OFFICES 2
PRINTER
ROOM
17 OFFICE
16 HR MANAGER 5
DEPUTY CITY
MANAGER 6
CITY
MANAGER 7
44 11
DDAA
A-401 1
33 201
217
215
216
214
220
219
221
204
204b
205
206
207
210
204a
204c
09 8400.A
09 9300.A
213
A-514
5N
ENTRY WAY 1
COUNCIL
CHAMBERS
50A
-517 1
213
207 208 209
205
204
203
202 201
212
211
210
214
215
26 0000.K 26 0000.K
26 0000.K
22 0000.W 06 4100.Q
A-403 2
09 8400.B
26 0000.M
26 0000.M
211
212
26 0000.O 26 0000.O
26 0000.O
26 0000.O
09 2116.I
09 2116.I
09 2116.I
26 0000.M
26 0000.N
10 1100.E
26 0000.N
09 9300.A
09 9300.A
26 0000.N
204d
F
26 0533.A
02 4013.F
06 1000.P
06 1000.P
05 5200.C
05 5200.C
203
08 1416.A
05 5200.F
1 1
1 1
1 1
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:12 PM
SECOND FLOOR PLAN
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-102
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION IF PROVIDED.
3. REFER TO MECHANICAL PLANS, DRAWINGS OR REPORTS FOR FURTHER INFORMATION, IF PROVIDED.
4. REFER TO PLUMBING PLANS OR DRAWINGS FOR FURTHER INFORMATION IF PROVIDED.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
6. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
7. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
8. PROVIDE FIREBLOCKING FOR WALL CAVITIES THAT EXCEED 2022 CBC
HEIGHT LIMITATIONS
9. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
10. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM THE HINGE SIDE SHALL BE 6" FROM FACE OF FRAMING OF ADJACENT
PERPENDICULAR WALL TO ROUGH DOOR OPENING, UNLESS OTHERWISE NOTED.
11. SEE CODE ANALYSIS FOR LOCATIONS OF FIRE PARTITIONS AND FIRE BARRIERS, IF REQUIRED.
12. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL
ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BE
MAINTAINED
13. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATED PARTITIONS,
PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY
OF PARTITION RATING
14. ELECTRICAL WORK FOR POWER OUTLET RELOCATION BY OTHERS.
CONTRACTOR TO REPAIR WALL AFTER ELECTRICAL OUTLET SWITCHES ETC.
ARE RELOCATED.
15. ALL INTERIORS WORK IN COUNCIL CHAMBER TO BE DONE IN SECOND PHASE.
16. FOR ALL WALL TILE WORK, PROVIDE NEW HARDY BACKER BEHIND TILE AND DEMO TO STUD.
FLOOR PLAN GENERAL NOTES
02 4013.F EXISTING CONCRETE TO BE PROTECTED IN PLACE.
05 5200.C WOOD HANDRAIL. STAIN TO MATCH ADJACENT WOOD TOP FINISH. 05 5200.F NEW DECORATIVE RAILING TO MATCH EXISTING.
06 1000.P FURRING FOR WIRE MANAGEMENT
06 4100.Q NEW CABINETS AND COUNTERTOPS - REFER TO INTERIOR
ELEVATIONS AND FINISH PLANS/SCHEDULE
08 1416.A WOOD DOOR. REFER TO DOOR SCHEDULE.
09 2116.I NEW GYPSUM WALL BOARD TO BE FINISHED AND PAINTED. 09 8400.A NEW SOUND ABSORBTIVE PANELS - REFER TO INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR MORE INFORMATION.
09 8400.B NEW SOUND ABSORBTIVE WOOD PANELS - REFER TO INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR MORE INFORMATION.
09 9300.A EXISTING DIAS DESK AND FURNITURE TO BE RE-STAINED. REFER TO FINISH SCHEDULE FOR STAIN COLOR.
10 1100.E VISUAL DISPLAY SIGNAGE PANEL
22 0000.W NEW BLANCO PRECIS UNDERMOUNT ADA SINK. CONTRACTOR FURNISHED, CONTRACTOR INSTALLED. ARCHITECT TO SELECT
FROM FULL RANGE OF FINISH OPTIONS
26 0000.K ALL EXISTING SURFACE MOUNTED CONDUIT TO BE RELOCATE WITHIN WALL CAVITY OF CONUCIL CHAMBER ROOM. PATCH AND
REPAIR DRYWALL AS REQUIRED.
26 0000.M PROVIDE TV WALL BOX FOR POWER AND DATA AT 5' BY OTHER 26 0000.N TRENCH FOR DATA AND ALL CONDUITS
26 0000.O RUN CONDUIT THROUGH WALL PROVIDE NEW BOX
26 0533.A PANDUIT ABOVE FLOOR RACEAAY BASE AND COVER. ARCHITECT TO SELECT FINISH COLOR.
A-201 A-102 SCALE: 3/16" = 1'-0" 1 SECOND FLOR PLAN
REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND 1 BID ADDENDUM 1 10/11/24 1
1 UP
PF
B
22 C
44 11
DDAA
PRIVATE
OFFICE
48 OPEN OFFICE
21 PRIVATE
OFFICE
47 CONFERENCE
ROOM
22 WOMEN - 2
24 JAN
26 MEN - 2
25 302
301
304
33 308
22 0000.J
09 3000.A
05 5200.A
08 8000.F
08 8000.F
08 8000.F
A-514
6S
301
304
305
306
307
303
313
314
315
312
302
308 309 310 311
319
PRIVATE
OFFICE
51 PRIVATE
OFFICE
52 PRIVATE
OFFICE
53 06 4100.Q
A-403 3
22 0000.O
26 0000.O 26 0000.M
26 0000.O
303
02 4100.G
3 A-517
307
305
02 4116.G
22 0000.Y
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:12 PM
THIRD FLOOR PLAN
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-103
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION IF PROVIDED.
3. REFER TO MECHANICAL PLANS, DRAWINGS OR REPORTS FOR FURTHER INFORMATION, IF PROVIDED.
4. REFER TO PLUMBING PLANS OR DRAWINGS FOR FURTHER INFORMATION IF PROVIDED.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
6. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
7. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
8. PROVIDE FIREBLOCKING FOR WALL CAVITIES THAT EXCEED 2022 CBC
HEIGHT LIMITATIONS
9. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
10. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM THE HINGE SIDE SHALL BE 6" FROM FACE OF FRAMING OF ADJACENT
PERPENDICULAR WALL TO ROUGH DOOR OPENING, UNLESS OTHERWISE NOTED.
11. SEE CODE ANALYSIS FOR LOCATIONS OF FIRE PARTITIONS AND FIRE BARRIERS, IF REQUIRED.
12. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL
ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BE
MAINTAINED
13. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATED PARTITIONS,
PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY
OF PARTITION RATING
14. ELECTRICAL WORK FOR POWER OUTLET RELOCATION BY OTHERS.
CONTRACTOR TO REPAIR WALL AFTER ELECTRICAL OUTLET SWITCHES ETC.
ARE RELOCATED.
15. ALL INTERIORS WORK IN COUNCIL CHAMBER TO BE DONE IN SECOND PHASE.
16. FOR ALL WALL TILE WORK, PROVIDE NEW HARDY BACKER BEHIND TILE AND DEMO TO STUD.
FLOOR PLAN GENERAL NOTES
02 4100.G EXISTING RAILING TO BE DEMOLISHED AND PREP SITE TO BE REPLACED.
02 4116.G EXISTING WINDOWS TO BE REMOVED
05 5200.A NEW DECORATIVE METAL RAILINGS. REFER TO A-601 AND FINISH SCHEDULE FOR MORE INFORMATION.
06 4100.Q NEW CABINETS AND COUNTERTOPS - REFER TO INTERIOR
ELEVATIONS AND FINISH PLANS/SCHEDULE
08 8000.F FUTURE GLASS PARTITION - UNDER SEPARATE CONTRACT AND SHOWN FOR COORDINATION ONLY.
09 3000.A CERAMIC TILE, WALL APPLICATION.
22 0000.J NEW MOEN SMYTH 5770 SINGLE-HANDLE HIGH ARC PULLDOWN BAR KITCHEN FAUCET. ARCHITECT TO SELECT FROM FULL RANGE OF
FINISH OPTIONS.
22 0000.O NEW "HAWS 1212SFH HI LOW DRINKING FOUNTAIN, REFER TO 54/A-903 DETAIL. PROVIDE STAINLESS STEEL SPLASH SHEET
BEHIND FIXTURE."
22 0000.Y NEW HAWS RIVIVE HYDRATION STATION RECESSED BOTTLE WATER FILLER MODEL 2000HS.
26 0000.M PROVIDE TV WALL BOX FOR POWER AND DATA AT 5' BY OTHER 26 0000.O RUN CONDUIT THROUGH WALL PROVIDE NEW BOX
A-201 A-103 SCALE: 3/16" = 1'-0" 1 THIRD FLOOR PLAN
REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
BB
22 CC
44 11
DDAA
OPEN OFFICE
28 BREAK ROOM
29 ENTRY
30 CONFERENCE
ROOM
31 UNISEX RR 2
32 ACC. UNISEX
RR 1
33 PW VAULT
34 PLOTTER
ROOM
35 PW DIRECTOR
36 PW
CONTRACTS
MANAGER
37 BUILDING
INSPECTOR
38 PRIVATE
OFFICE
39 STORAGE
40 IT ROOM
41 PRINT AND
COPY AREA
42 STORAGE
43 OFFICE
44 CD DIRECTOR
45 PLANNING
MANAGER
46 7' - 9" A.F.F.
7' - 11" A.F.F.
7' - 9" A.F.F.
8' - 4" A.F.F.
8' - 4" A.F.F.
7' - 8" A.F.F.
8' - 2" A.F.F.
8' - 2" A.F.F.
8' - 2" A.F.F.
8' - 2" A.F.F.
7' - 2" A.F.F.
8' - 3" A.F.F.
7' - 8" A.F.F. 7' - 8" A.F.F.
33 A-402 1
Sim
7' - 2" A.F.F.
7' - 2" A.F.F.
09 5000.A
09 5000.A
21 A-903
21 A-903
09 5100.F
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:13 PM
FIRST FLOOR REFLECTED CEILING
PLAN
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-111
09/27/2024
JP
SD, DDA, AK JP
BID SET
1. REFER TO GENERAL NOTES SHEET G-XXX FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.
5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH
FACE OF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILING PLAN, UNO.
6. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCH FACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTED INCLUDING POP RIVETS AND TAPPETS.
7. CONTRACTOR TO VERIFY DEPTH OF SOFFITS AND HOLD TIGHT TO
PLUMBING, SPRINKLERS, ELECTRICAL AND MECHANICAL DUCTS
8. SEE MECHANICAL DRAWINGS FOR MECH. ACCESS PANELS. PAINT TO MATCH
CEILING
9. AT DROPPED GWB SOFFITS/GWB BEAMS, PROVIDE C-STUDS AS VERTICAL
SUPPORTS AT EACH SIDE OF THE SOFFIT/BEAM AND DIAGONAL BRACING FOR WRACKING. IF CEILING JOIST SPACING DIFFERS FROM FLOOR THEN
BLOCKING BETWEEN THE FLOOR FRAMING MAY BE UTILIZED TO ATTACH THE
VERTICAL STRUTS
10. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILING LAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.
11. LIGHT FIXTURES SHALL BE CENTERED WITHIN SPACES AND/OR WINDOW EVENLY ARRAYED. IF CONFLICTS OCCUR AT MECHANICAL REGISTERS OR SPRINKLER HEADS, LIGHTING LOCATIONS SHALL TAKE PRECEDENCE.
CONSULT ARCHITECT AS NEEDED TO RESOLVE.
12. SEE ELECTRICAL PLANS FOR LIGHTING SPECIFICATIONS, AND EXIT LIGHT LOCATIONS.
13. CONTRACTOR TO PAINT ALL EXISTING LAY-IN CEILING GRID PER SPEC.
RCP GENERAL NOTES
KEYNOTES
09 5000.A NEW SOFFIT CEILING AT NEW WALL LOCATIONS.
09 5100.F NEW ACCOUSTICAL LAY-IN TILE CEILING TO MATCH ADJACENT A-201 A-111 SCALE: 3/16" = 1'-0" 1 FIRST FLOOR REFLECTED CEILING PLAN REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
ALIGN
1 BID ADDENDUM 1 10/11/24
1 BB
22 CC
44 11
DDAA
8' - 2" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F.
9' - 11" A.F.F.
7' - 10" A.F.F.
7' - 10" A.F.F.
8' - 2" A.F.F.
8' - 3" A.F.F. 8' - 3" A.F.F.
8' - 3" A.F.F.
8' - 3" A.F.F.
8' - 3" A.F.F.
8' - 3" A.F.F.
OFFICES 2
ACCOUNTING
MANAGER 3
COUNCIL
MEMBER 4
HR MANAGER 5
DEPUTY CITY
MANAGER 6
CITY
MANAGER 7
FINANCE
DIRECTOR 8
SERVER ROOM 9
WOMEN
VESTIBULE
10 CLOSET
11 HALL
12 MEN
13 WOMEN
14 CLOSET
15 OFFICE
16 PRINTER
ROOM
17 33
A-402 1
Sim
COUNCIL
CHAMBERS
50 26 5100.F
06 1000.O
02 4116.B6
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:13 PM
SECOND FLOOR REFLECTED
CEILING PLAN
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-112
09/27/2024
JP
SD, DDA, AK JP
BID SET
1. REFER TO GENERAL NOTES SHEET G-XXX FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.
5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH
FACE OF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILING PLAN, UNO.
6. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCH FACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTED INCLUDING POP RIVETS AND TAPPETS.
7. CONTRACTOR TO VERIFY DEPTH OF SOFFITS AND HOLD TIGHT TO
PLUMBING, SPRINKLERS, ELECTRICAL AND MECHANICAL DUCTS
8. SEE MECHANICAL DRAWINGS FOR MECH. ACCESS PANELS. PAINT TO MATCH
CEILING
9. AT DROPPED GWB SOFFITS/GWB BEAMS, PROVIDE C-STUDS AS VERTICAL
SUPPORTS AT EACH SIDE OF THE SOFFIT/BEAM AND DIAGONAL BRACING FOR WRACKING. IF CEILING JOIST SPACING DIFFERS FROM FLOOR THEN
BLOCKING BETWEEN THE FLOOR FRAMING MAY BE UTILIZED TO ATTACH THE
VERTICAL STRUTS
10. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILING LAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.
11. LIGHT FIXTURES SHALL BE CENTERED WITHIN SPACES AND/OR WINDOW EVENLY ARRAYED. IF CONFLICTS OCCUR AT MECHANICAL REGISTERS OR SPRINKLER HEADS, LIGHTING LOCATIONS SHALL TAKE PRECEDENCE.
CONSULT ARCHITECT AS NEEDED TO RESOLVE.
12. SEE ELECTRICAL PLANS FOR LIGHTING SPECIFICATIONS, AND EXIT LIGHT LOCATIONS.
13. CONTRACTOR TO PAINT ALL EXISTING LAY-IN CEILING GRID PER SPEC.
RCP GENERAL NOTES
KEYNOTES
02 4116.B6 EXISTING LIGHT FIXTURE TO BE REMOVED AND REPLACED WITH NEW FIXTURE. NEW FIXTURE TO MATCH EXISTING. OWNER
FURNISHED, OWNER INSTALLED.
06 1000.O PROVIDE BLOCKING FOR NEW WALL WASH LIGHT FIXTURES 26 5100.F NEW LAY IN LED LIGHT FIXTURE - OWNER PROVIDED AND OWNER INSTALLED. FIXTURE TO BE MARK WHISPER DC2DC 2X4 WITH SOFT WHITE ACRYLIC LENSE. ARCHITECT TO SELECT FROM FULL RANGE OF COLOR TEMPERATURES.
A-201 A-112 SCALE: 3/16" = 1'-0" 1 SECOND FLOOR REFLECTED CEILING PLAN REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
ACT-1
1 BID ADDENDUM 1 10/11/24
1 1
BB
22 CC
CONFERENCE
ROOM
22 CORRIDOR
23 WOMEN - 2
24 MEN - 2
25 JAN
26 PRIVATE
OFFICE
47 PRIVATE
OFFICE
48 28' - 0" A.F.F.
9' - 2" A.F.F.
9' - 2" A.F.F.
9' - 2" A.F.F.
9' - 2" A.F.F.
9' - 2" A.F.F.
11' - 0" A.F.F.
9' - 2" A.F.F.
33 23 0000.L
OPEN OFFICE
21 PRIVATE OFFICE
52 PRIVATE OFFICE
51 PRIVATE OFFICE
53 08 8000.F
08 8000.F
26 5100.D 02 4013.G
26 5100.F
26 5100.G
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:13 PM
THIRD FLOOR REFLECTED CEILING
PLAN
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-113
09/27/2024
JP
SD, DDA, AK JP
BID SET
1. REFER TO GENERAL NOTES SHEET G-XXX FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.
5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH
FACE OF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILING PLAN, UNO.
6. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCH FACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTED INCLUDING POP RIVETS AND TAPPETS.
7. CONTRACTOR TO VERIFY DEPTH OF SOFFITS AND HOLD TIGHT TO
PLUMBING, SPRINKLERS, ELECTRICAL AND MECHANICAL DUCTS
8. SEE MECHANICAL DRAWINGS FOR MECH. ACCESS PANELS. PAINT TO MATCH
CEILING
9. AT DROPPED GWB SOFFITS/GWB BEAMS, PROVIDE C-STUDS AS VERTICAL
SUPPORTS AT EACH SIDE OF THE SOFFIT/BEAM AND DIAGONAL BRACING FOR WRACKING. IF CEILING JOIST SPACING DIFFERS FROM FLOOR THEN
BLOCKING BETWEEN THE FLOOR FRAMING MAY BE UTILIZED TO ATTACH THE
VERTICAL STRUTS
10. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILING LAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.
11. LIGHT FIXTURES SHALL BE CENTERED WITHIN SPACES AND/OR WINDOW EVENLY ARRAYED. IF CONFLICTS OCCUR AT MECHANICAL REGISTERS OR SPRINKLER HEADS, LIGHTING LOCATIONS SHALL TAKE PRECEDENCE.
CONSULT ARCHITECT AS NEEDED TO RESOLVE.
12. SEE ELECTRICAL PLANS FOR LIGHTING SPECIFICATIONS, AND EXIT LIGHT LOCATIONS.
13. CONTRACTOR TO PAINT ALL EXISTING LAY-IN CEILING GRID PER SPEC.
RCP GENERAL NOTES
KEYNOTES
02 4013.G EXISTING LIGHT FIXTURES TO REMAIN.
08 8000.F FUTURE GLASS PARTITION - UNDER SEPARATE CONTRACT AND SHOWN FOR COORDINATION ONLY.
23 0000.L NEW HVAC ADJUSTMENTS TO ACCOMMODATE NEW WALLS. 26 5100.D NEW SEMI FLUSH CEILING LIGHT FIXTURE. ARCHITECT TO SELECT FROM FULL RANGE OF FINISH OPTIONS. OWNER FURNISHED
CONTRACTOR INSTALLED
26 5100.F NEW LAY IN LED LIGHT FIXTURE - OWNER PROVIDED AND OWNER INSTALLED. FIXTURE TO BE MARK WHISPER DC2DC 2X4 WITH SOFT WHITE ACRYLIC LENSE. ARCHITECT TO SELECT FROM FULL RANGE OF COLOR TEMPERATURES.
26 5100.G NEW PENDANT LIGHT FIXTURE - SAVEA 9 LIGHT UNIQUE CHANDELIER LARGE LONG CLUSTER PENDANT. OWNER PROVIDED,
CONTRACTOR INSTALLED.
A-201 A-113 SCALE: 3/16" = 1'-0" 1 THIRD FLOOR REFLECTED CEILING PLAN REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND 1 BID ADDENDUM 1 10/11/24
2.0 LOBBY
0' - 0"X
8' - 0"
2 2.1 SECOND FLOOR
1' - 0"
1.0-GROUND LEVEL -9' - 7"
3.0 THIRD FLOOR
13' - 6"
TOWER CEILING
27' - 2"
4.0 ROOF
31' - 1"
XX
13' - 3"
14 FIN. ROOF SLAB LOW POINT
25' - 0"
COUNCIL CHAMBERS -1' - 0"
COUNCIL CHAMBERS ROOF
SLAB
16' - 3"
3 N
AT
U
RA
L
G
RA
D
E
10 7313.A
10 7313.A
10 1400.C
2.0 LOBBY
0' - 0"X
8' - 0"
BC
2.1 SECOND FLOOR
1' - 0"
1.0-GROUND LEVEL -9' - 7"
3.0 THIRD FLOOR
13' - 6"
4.0 ROOF
31' - 1"
AD
N
AT
U
RA
L
G
RA
D
E
10 7313.A
10 7313.A
EXTERIOR ELEMENTS TO BE PAINTED
EXISTING EXTERIOR STUCCO TO BE PAINTED
SHERWIN WILLIAMS - DRIFT OF MIST (SW 9166)
EXTERIOR DETAILING (FLASHING, STUCCO, ETC)
TO BE PAINTED AS INDICATED
SHERWIN WILLIAMS - CITYSCAPE (SW 7067)
(E) CONCRETE WALL WITH STUCCO FINISH TO BE
REPAIRED AND REFINISHED
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:15 PM
EXTERIOR ELEVATIONS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-201
09/27/2024
JP
SD, DDA, AK JP
BID SET
A-101 A-201 SCALE: 3/16" = 1'-0" 1 EAST ELEVATION
A-101 A-201 SCALE: 3/16" = 1'-0" 3 NORTH ELEVATION
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. FRAMING ELEVATIONS, INCLUDING FLOOR PLATES AND FLOOR LEVEL ELEVATIONS ARE MEASURED FROM BUILDING FINISH FLOOR, U.N.O.
3. SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
4. REFER TO ROOF PLAN FOR ROOF PITCH AND OVERHANGS. FASCIA PER DETAILS.
5. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.
6. REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.
7. SEE ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTING
8. SEE MECHANICAL DRAWINGS FOR GRILLES AND LOUVERS. PAINT TO MATCH ADJACENT FINISH.
9. CONTRACTOR TO VERIFY COLOR SCHEME WITH OWNER BEFORE
PERFORMING THE WORK.
10. CONTRACTOR TO SACK AND PATCH EXISTING WALLS AS NECESSARY.
11. CONTRACTOR TO WALK WITH OWNER AND NOTE EXTENT OF MISC STUCCO REPAIR
ELEVATION GENERAL NOTES
10 1400.C NEW ILLUMINATED ENTRY SIGNAGE.
10 7313.A PROVIDE NEW FABRIC AT AWNINGS. FABRIC TO BE FADE
RESISTANT, OFFER UV PROTECTION, WEATHER RESISTENT AND BE MOLD AND MILDEW RESISTENT. ARCHITECT TO SELECT FROM
FULL RANGE OF COLOR OPTIONS.
EXTERIOR MATERIAL LEGEND
2.0 LOBBY
0' - 0"X
8' - 0"
CB
2.1 SECOND FLOOR
1' - 0"
1.0-GROUND LEVEL -9' - 7"
3.0 THIRD FLOOR
13' - 6"
TOWER CEILING
27' - 2"
4.0 ROOF
31' - 1"
XX
13' - 3"
DA
FIN. ROOF SLAB LOW POINT
25' - 0"
COUNCIL CHAMBERS -1' - 0"
COUNCIL CHAMBERS ROOF
SLAB
16' - 3"
N
AT
U
RAL
G
RADE
10 7313.A
10 7313.A
10 7313.A
02 4013.AT
2.0 LOBBY
0' - 0"
2 2.1 SECOND FLOOR
1' - 0"
1.0-GROUND LEVEL -9' - 7"
3.0 THIRD FLOOR
13' - 6"
TOWER CEILING
27' - 2"
4.0 ROOF
31' - 1"
41 FIN. ROOF SLAB LOW POINT
25' - 0"
COUNCIL CHAMBERS -1' - 0"
COUNCIL CHAMBERS ROOF
SLAB
16' - 3"
3 N
AT
U
RAL
G
RAD
E
10 7313.A
10 7313.A
10 7313.A
10 7313.A
TYP.
EXTERIOR ELEMENTS TO BE PAINTED
EXISTING EXTERIOR STUCCO TO BE PAINTED
SHERWIN WILLIAMS - DRIFT OF MIST (SW 9166)
EXTERIOR DETAILING (FLASHING, STUCCO, ETC)
TO BE PAINTED AS INDICATED
SHERWIN WILLIAMS - CITYSCAPE (SW 7067)
(E) CONCRETE WALL WITH STUCCO FINISH TO BE
REPAIRED AND REFINISHED
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:17 PM
EXTERIOR ELEVATIONS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-202
09/27/2024
JP
SD, DDA, AK JP
BID SET
A-101 A-202 SCALE: 3/16" = 1'-0" 1 SOUTH ELEVATION
A-202 SCALE: 3/16" = 1'-0" 2 WEST ELEVATION
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. FRAMING ELEVATIONS, INCLUDING FLOOR PLATES AND FLOOR LEVEL ELEVATIONS ARE MEASURED FROM BUILDING FINISH FLOOR, U.N.O.
3. SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
4. REFER TO ROOF PLAN FOR ROOF PITCH AND OVERHANGS. FASCIA PER DETAILS.
5. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.
6. REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.
7. SEE ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTING
8. SEE MECHANICAL DRAWINGS FOR GRILLES AND LOUVERS. PAINT TO MATCH ADJACENT FINISH.
9. CONTRACTOR TO VERIFY COLOR SCHEME WITH OWNER BEFORE
PERFORMING THE WORK.
10. CONTRACTOR TO SACK AND PATCH EXISTING WALLS AS NECESSARY.
11. CONTRACTOR TO WALK WITH OWNER AND NOTE EXTENT OF MISC STUCCO REPAIR
ELEVATION GENERAL NOTES
EXTERIOR MATERIAL LEGEND
02 4013.AT EXISTING CONCRETE WALL WITH STUCCO FINISH TO BE REPAIRED AND REFINISHED.
10 7313.A PROVIDE NEW FABRIC AT AWNINGS. FABRIC TO BE FADE
RESISTANT, OFFER UV PROTECTION, WEATHER RESISTENT AND BE MOLD AND MILDEW RESISTENT. ARCHITECT TO SELECT FROM
FULL RANGE OF COLOR OPTIONS.
1 BID ADDENDUM 1 10/11/24
1 1
DN
UP
UP
UP
14 13
12 11
10 BB
22 CC
S
WE
N
16' - 7 1/2"
10' - 9" 4' - 7"
19' - 7 1/4"
3' - 2" 9' - 6" 3' - 11 1/2"
202
TYP.
05 5200.C
TYP.
09 2116.G
TYP.
05 5200.C
A1.6
TYP.
09 2116.G
24 A-911
22 A-911
24 A-911
22 A-911
A1.6
75" 6 3/4" 48"
A1.6
22 A-911
24 A-911
RA
122 SF
ENTRY WAY
3' - 6"1
4' - 4 3/4"
A-513
1N
1E
33 1W
2Y
F
10 1100.C
08 4313.A
A-513
2S
A-513 2E
x1.8
222
05 5200.A
05 5200.A
05 5200.C
X
1" / 12"
09 2116.H
G201
12 3600.F
02 4013.AS
06 1000.P
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:18 PM
SIGNAL HILL CITY HALL - LOBBY
ENLARGED LOBBY FLOOR PLAN
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-401
09/27/2024
JP
SD, DDA, AK JP
BID SET
A-102 A-401 SCALE: 1/2" = 1'-0" 1 ENLARGED LOBBY FLOOR PLAN - DEMO
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION IF PROVIDED.
3. REFER TO MECHANICAL PLANS, DRAWINGS OR REPORTS FOR FURTHER INFORMATION, IF PROVIDED.
4. REFER TO PLUMBING PLANS OR DRAWINGS FOR FURTHER INFORMATION IF PROVIDED.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
6. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
7. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
8. PROVIDE FIREBLOCKING FOR WALL CAVITIES THAT EXCEED 2022 CBC
HEIGHT LIMITATIONS
9. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
10. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM THE HINGE SIDE SHALL BE 6" FROM FACE OF FRAMING OF ADJACENT
PERPENDICULAR WALL TO ROUGH DOOR OPENING, UNLESS OTHERWISE NOTED.
11. SEE CODE ANALYSIS FOR LOCATIONS OF FIRE PARTITIONS AND FIRE BARRIERS, IF REQUIRED.
12. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL
ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BE
MAINTAINED
13. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATED PARTITIONS,
PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY
OF PARTITION RATING
14. ELECTRICAL WORK FOR POWER OUTLET RELOCATION BY OTHERS.
CONTRACTOR TO REPAIR WALL AFTER ELECTRICAL OUTLET SWITCHES ETC.
ARE RELOCATED.
15. ALL INTERIORS WORK IN COUNCIL CHAMBER TO BE DONE IN SECOND PHASE.
16. FOR ALL WALL TILE WORK, PROVIDE NEW HARDY BACKER BEHIND TILE AND DEMO TO STUD.
FLOOR PLAN GENERAL NOTES
02 4013.AS EXISTING MAILBOX TO REMAIN. WOOD TO BE RE-STAIND TO MATCH NEW STAIN ON ADJACENT DOOR.
05 5200.A NEW DECORATIVE METAL RAILINGS. REFER TO A-601 AND FINISH SCHEDULE FOR MORE INFORMATION.
05 5200.C WOOD HANDRAIL. STAIN TO MATCH ADJACENT WOOD TOP FINISH. 06 1000.P FURRING FOR WIRE MANAGEMENT
08 4313.A ALUMINUM STOREFRONT SYSTEM - REFER TO SCHEDULES. 09 2116.G WOOD WALL CAP FINISH. ARCHITECT TO SELECT SATIN AND FINISH SHEEN
09 2116.H FILL IN (E) NICHE WITH NEW FRAMING AND GYPSUM BOARD.
GYPSUM BOARD TEXTURE AND FINISH TO MATCH (E).
10 1100.C WALL MOUNTED ART. OWNER PROVIDED - COORDINATE INSTALL
WITH OWNER
12 3600.F NEW RECEPTION COUNTER
REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
BB
22 CC
33 8' - 0"
11' - 6" A.F.F.
26 5100.D
9' - 11" A.F.F.
02 4100.S
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:20 PM
ENLARGED LOBBY REFLECTED
CEILING PLAN
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-402
09/27/2024
JP
SD, DDA, AK JP
BID SET
1. REFER TO GENERAL NOTES SHEET G-XXX FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.
3. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.
4. REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.
5. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH
FACE OF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILING PLAN, UNO.
6. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCH FACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTED INCLUDING POP RIVETS AND TAPPETS.
7. CONTRACTOR TO VERIFY DEPTH OF SOFFITS AND HOLD TIGHT TO
PLUMBING, SPRINKLERS, ELECTRICAL AND MECHANICAL DUCTS
8. SEE MECHANICAL DRAWINGS FOR MECH. ACCESS PANELS. PAINT TO MATCH
CEILING
9. AT DROPPED GWB SOFFITS/GWB BEAMS, PROVIDE C-STUDS AS VERTICAL
SUPPORTS AT EACH SIDE OF THE SOFFIT/BEAM AND DIAGONAL BRACING FOR WRACKING. IF CEILING JOIST SPACING DIFFERS FROM FLOOR THEN
BLOCKING BETWEEN THE FLOOR FRAMING MAY BE UTILIZED TO ATTACH THE
VERTICAL STRUTS
10. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILING LAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.
11. LIGHT FIXTURES SHALL BE CENTERED WITHIN SPACES AND/OR WINDOW EVENLY ARRAYED. IF CONFLICTS OCCUR AT MECHANICAL REGISTERS OR SPRINKLER HEADS, LIGHTING LOCATIONS SHALL TAKE PRECEDENCE.
CONSULT ARCHITECT AS NEEDED TO RESOLVE.
12. SEE ELECTRICAL PLANS FOR LIGHTING SPECIFICATIONS, AND EXIT LIGHT LOCATIONS.
13. CONTRACTOR TO PAINT ALL EXISTING LAY-IN CEILING GRID PER SPEC.
RCP GENERAL NOTES
KEYNOTES
02 4100.S EXISTING CEILING TO BE REMOVED.
26 5100.D NEW SEMI FLUSH CEILING LIGHT FIXTURE. ARCHITECT TO SELECT FROM FULL RANGE OF FINISH OPTIONS. OWNER FURNISHED
CONTRACTOR INSTALLED
A-111 A-402 SCALE: 1/2" = 1'-0" 1 ENLARGED LOBBY REFLECTED CEILING PLAN REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND
A-514 8E
7W A-514
7N
7E
7S
8W
8N
8S
A
106
107
30"x48"
CLEAR
FLOOR
LANDING
3' - 0"
3' - 8"
30"x48"
CLEAR
FLOOR
LANDING
DIA. CLR
ø 60" MIN.
UNISEX RR 2
32 ACC. UNISEX
RR 1
33 17" MIN - 18" M
AX
1' - 3"
22 0000.R 22 0000.R
4' - 0"
5' - 0"
22 0000.V
10 2800.Q
10 2800.Q
103 104
22 0000.X
22 0000.X
1 1
1 1
22 0000.L
22 0000.L
10 2813.E
10 2813.E
1 A-515 9E
10W A-515
10N
10E
10S
9N
9W
9S
WOMEN
14 MEN
13 219a 218
11' - 10"
1' - 4" 6' - 0"
9" 10 11/16" 3' - 0" 2' - 8 5/16" 3' - 0" 5 3/8"
DIA. CLR
ø 60" MIN.
DIA. CLR
ø 60" MIN.
10 2813.D
10 2800.Q
22 0000.V
TYP.
22 0000.R
206
2' - 11" 2' - 11"
TYP.
22 0000.X
TYP.
22 0000.X
22 0000.X
1 1
1 1
22 0000.L
22 0000.L
1 10 2813.E
A-516
12S
12W 12E
12N
A-516 11E
11N
11W
11S
JAN
26 MEN - 2
25 306 30"x48"
CLEAR
FLOOR
LANDING
3' - 0"
10' - 4 5/8"
3' - 11 17/64"
30"x48"
CLEAR
FLOOR
LANDING
305
WOMEN - 2
24 DIA. CLR
ø 60" MIN.
DIA. CLR
ø 60" MIN.
23 0000.F
10 2813.G
307
310
318 317
316
1 1
1 1
1 10 2800.BA
22 0000.X
22 0000.Q
1 1
1 22 0000.V
1 22 0000.L
WALL TAG
RID
SIGN TAG
REFER TO
A-601
A1.6
"###" DOOR TAG
S STOREFRONT
TAG
REFER TO A-601
(N) WALL
(E) WALL
DEMO
(E)SOFFIT
(N) SOFFIT
NEW
COUNTER
(E) 2X4 ACT
CEILING
(N) 2X4 ACT
CEILING
PHASE 2
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
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10/11/2024 2:14:22 P
M
ENLARGED RESTROOMS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-403
09/27/2024
JP
SD, DDA, AK JP
BID SET
A-101 A-403 SCALE: 1/2" = 1'-0"
1 ENLARGED FIRST FLOOR RESTROOMS
A-102 A-403 SCALE: 1/2" = 1'-0"
2 ENLARGED SECOND FLOOR RESTROOMS
A-103 A-403 SCALE: 1/2" = 1'-0"
3 ENLARGED THIRD FLOOR RESTROOMS
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION IF PROVIDED.
3. REFER TO MECHANICAL PLANS, DRAWINGS OR REPORTS FOR FURTHER INFORMATION, IF PROVIDED.
4. REFER TO PLUMBING PLANS OR DRAWINGS FOR FURTHER INFORMATION IF PROVIDED.
5. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
6. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
7. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
8. PROVIDE FIREBLOCKING FOR WALL CAVITIES THAT EXCEED 2022 CBC
HEIGHT LIMITATIONS
9. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
10. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM THE HINGE SIDE SHALL BE 6" FROM FACE OF FRAMING OF ADJACENT
PERPENDICULAR WALL TO ROUGH DOOR OPENING, UNLESS OTHERWISE NOTED.
11. SEE CODE ANALYSIS FOR LOCATIONS OF FIRE PARTITIONS AND FIRE BARRIERS, IF REQUIRED.
12. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL
ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BE
MAINTAINED
13. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATED PARTITIONS,
PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY
OF PARTITION RATING
14. ELECTRICAL WORK FOR POWER OUTLET RELOCATION BY OTHERS.
CONTRACTOR TO REPAIR WALL AFTER ELECTRICAL OUTLET SWITCHES ETC.
ARE RELOCATED.
15. ALL INTERIORS WORK IN COUNCIL CHAMBER TO BE DONE IN SECOND PHASE.
16. FOR ALL WALL TILE WORK, PROVIDE NEW HARDY BACKER BEHIND TILE AND DEMO TO STUD.
FLOOR PLAN GENERAL NOTES
10 2800.BA TOILET PARTITION
10 2800.Q NEW BOBRICK B-6806 SERIES 36" AND 42" GRAB BAR. 10 2813.D BACK LIT MIRROR. BASE BID TO BE BOBRICK B-167 BACKLIT LED MIRROR - COMMERCIAL GRADE.
10 2813.E BOBRICK SURFACE-MOUNTED DISPENSER AND UTILITY SHELF B-540.
10 2813.G SINK MOUNTED SOAP DISPENSER
22 0000.L NEW MOEN DARTMOOR LAVATORY FAUCET. ARCHITECT TO SELECT
FROM FULL RANGE OF FINISH OPTIONS
22 0000.Q NEW KOHLER SOHO K-2053-N SINK WITH MATCHING VITRIOUS CHINA PIPE COVER AND UNDERMOUNT. ARCHITECT TO PROVIDE
CLIENT APPROVED SPEC.
22 0000.R NEW TOTO COMMERCIALLY RATED FLOOR MOUNTED ULTRA HIGHT EFFICIENCY TOILET. INSTALL PER MANUFACTURERS
INSTRUCTIONS.
22 0000.V NEW TOTO COMMERCIAL WASHOUT ULTRA HIGH-EFFICINECY WALL HUNG URINAL. WATERLINE TO BE UPDATED.
22 0000.X KOHLER LADENA K-2214 SINK AS SHOWN ON PLANS. ARCHITECT TO PROVIDE CLIENT APPROVED SPEC.
23 0000.F EXHAUST FAN. ELECTRICAL TO TIE INTO LIGHTSWITCH REFER TO SHEET A-911 FOR WALL TYPE ASSEMBLIES
TYPE A - INTERIOR NON-RATED
A1.4 2X4 FRAMED INTERIOR PARTITION
A1.6 2X6 FRAMED INTERIOR PARTITION
LEGEND 1 BID ADDENDUM 1 10/11/24
1 UP
FLOORS
NEW LVT (BY OTHERS)
NEW CARPET TILE (BY OTHERS)
NEW FLOOR TILE
SEE A-505 FOR ADDITIONAL INFORMATION
STAINLESS STEEL
CORNER GUARD
CG
OPEN OFFICE
28 BREAK ROOM
29 ENTRY
30 CONFERENCE
ROOM
31 UNISEX RR 2
32 ACC. UNISEX
RR 1
33 PW VAULT
34 PLOTTER
ROOM
35 PW DIRECTOR
36 PW
CONTRACTS
MANAGER
37 BUILDING
INSPECTOR
38 PRIVATE
OFFICE
39 STORAGE
40 IT ROOM
41 PRINT AND
COPY AREA
42 STORAGE
43 OFFICE
44 CD DIRECTOR
45 PLANNING
MANAGER
46 LVT-1
LVT-1
LVT-1
LVT-1
LVT-1
LVT-1
LVT-1
CPT-1
CPT-1
CPT-1 CPT-1
CPT-1
CPT-1
CPT-1
CPT-1
PL-2
SS-1
B-1
P-2
P-2
P-2
P-2
P-2P-2
P-2
T-2 T-2
PL-1 PL-1
P-2
P-2
QTZ-1
TP-1
PL-3
T-1 T-1
T-1 T-1
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
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10/11/2024 2:14:23 P
M
FINISH PLANS - LEVEL 1
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-501
09/27/2024
JP
SD, DDA, AK JP
BID SET
FINISH LEGEND
A-201 A-501 SCALE: 3/16" = 1'-0"
1 FIRST FLOOR - FINISH PLAN
1. REFER TO GENERAL NOTES SHEET G-002 FOR ADDITIONAL REQUIREMENTS.
FLOOR PLAN GENERAL NOTES
2. INTERIOR DIMENSIONS ARE TO FACE OF FINISH, AND CLEAR DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED.
3. DOOR AND WINDOW DIMENSIONS ARE CENTERED AT OPENINGS
4. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
5. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING; INTERIOR DIMENSIONS
ARE TO FACE OF FRAMING, AND CLEAR DIMENSIONS ARE TO FACE OF
FINISH, UNLESS OTHERWISE NOTED
6. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL
MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.
7. ALL INTERIOR WALLS TO BE PATCHED AS REQUIRED FROM DEMO WORK AND REMOVAL OF ALL EXISTING WALL COVERINGS. ALL WALLS TO BE RETEXTURED TO PROVIDE A CONSISTENT LEVEL 4 DRYWALL FINISH. ALL WALLS TO BE PAINTED P-1 U.O.N.
DN
UP UP
ENTRY WAY 1
OFFICES 2
ACCOUNTING
MANAGER 3
COUNCIL
MEMBER 4
HR MANAGER 5
DEPUTY CITY
MANAGER 6
CITY
MANAGER
FINANCE
7 DIRECTOR 8
SERVER ROOM 9
WOMEN
VESTIBULE
10 CLOSET
11 HALL
12 MEN
13 WOMEN
14 CLOSET
15 OFFICE
16 PRINTER
ROOM
17 COUNCIL
CHAMBERS
50 A-504 1
LVT-1
LVT-1
LVT-1
CPT-1
CPT-1
CPT-1
B-1
CPT-1
CPT-1
CPT-1
CPT-1
CPT-1
CPT-1
CPT-1
PL-1
AP-1
B-1
P-2
P-2
P-2
P-2
SS-1
PL-2
LVT-1
P-2
P-2
P-2
P-2
T-2 T-2
AP-1
AP-2
QTZ-1
PL-3
QTZ-1
PL-3
TP-1 TP-1
B-1
T-1
T-1 T-1
FLOORS
NEW LVT (BY OTHERS)
NEW CARPET TILE (BY OTHERS)
NEW FLOOR TILE
SEE A-505 FOR ADDITIONAL INFORMATION
STAINLESS STEEL
CORNER GUARD
CG
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:25 PM
FINISH PLAN - LEVEL 2
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-502
09/27/2024
JP
SD, DDA, AK JP
BID SET
FINISH LEGEND
A-201 A-502 SCALE: 3/16" = 1'-0" 1 SECOND FLOOR - FINISH PLAN
UP UP PF
OPEN OFFICE
21 CONFERENCE
ROOM
22 CORRIDOR
23 WOMEN - 2
24 MEN - 2
25 JAN
PRIVATE 26
OFFICE
47 PRIVATE
OFFICE
48 COUNCIL
CHAMBERS
50 OPEN TO BELOW
LVT-1
LVT-1
CPT-1
CPT-1
CPT-1
CPT-1
SS-1
PL-2
T-2 T-2 T-2
TB-1
P-2
P-2
P-2
P-2
P-2
P-2
P-2
PL-2
QTZ-1
PL-3
QTZ-1
T-1
T-1
FLOORS
NEW LVT (BY OTHERS)
NEW CARPET TILE (BY OTHERS)
NEW FLOOR TILE
SEE A-505 FOR ADDITIONAL INFORMATION
STAINLESS STEEL
CORNER GUARD
CG
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:26 PM
FINISH PLAN - LEVEL 3
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-503
09/27/2024
JP
SD, DDA, AK JP
BID SET
FINISH LEGEND
A-201 A-503 SCALE: 3/16" = 1'-0" 1 THIRD FLOOR - FINISH PLAN DN
UP
UP
1 FLOORS
NEW LVT (BY OTHERS)
NEW CARPET TILE (BY OTHERS)
NEW FLOOR TILE
SEE A-505 FOR ADDITIONAL INFORMATION
STAINLESS STEEL
CORNER GUARD
CG
ENTRY WAY 1
1" / 12"
LVT-1
MP-1
B-1
P-1
CPT-1
LVT-1
WS-1
WS-1 WS-1
P-2
4' - 0"
8 1/4"
75" 6 3/4"
A DOOR-MOUNTED SIGN WITH PICTOGRAM B RESTROOM WALL SIGN WITH ISA PICTOGRAM X ILLUMINATED EXIT SIGN NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:27 PM
SIGNAL HILL CITY HALL - LOBBY
ENLARGED LOBBY FINISH PLAN
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-504
09/27/2024
JP
SD, DDA, AK JP
BID SET
A-1 & A-2
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (CBC 2022 TABLE 803.13)
CLASSIFICATIONS
CLASS A:
• FLAME SPREAD INDEX = 0-25
• SMOKE DEVELOPED INDEX = 0-450
CLASS B:
• FLAME SPREAD INDEX = 26-75
• SMOKE DEVELOPED INDEX = 0-450 A-3,A-4,A-5
B,E,M,R-1
R-2
R-2.1
R-2.2
R-3, R-3.1
S
GROUP INTERIOR EXIT
STAIRWAYS AND
RAMPS AND EXIT
PASSAGEWAYS
CORRIDORS AND
ENCLOSURE FOR EXIT
ACCESS STAIRWAYS
AND RAMPS
ROOMS AND
ENCLOSED SPACES
BBBCBCCCBBCCCCCCCCCCCCCC
PER 2022 CBC 803.13 INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.13 FOR THE GROUP AND LOCATION DESIGNATED. REFER TO 2022 CBC SEC. 803 FOR ADDITIONAL INFORMATION.
CLASS C:
• FLAME SPREAD INDEX = 76-200
• SMOKE DEVELOPED INDEX = 0-450
DEGREE OF FIRE PROTECTION: SPRINKLERED
FINISH REQUIREMENTS
FINISH LEGEND
A-201 A-504 SCALE: 1/2" = 1'-0" 1 GROUND FLOOR PLAN
SIGNAGE LEGEND
FLOORS
NEW LVT (BY OTHERS)
NEW CARPET TILE (BY OTHERS)
NEW FLOOR TILE
SEE A-505 FOR ADDITIONAL INFORMATION
STAINLESS STEEL
CORNER GUARD
CG
DOOR-MOUNTED SIGN WITH PICTOGRAMA
B RESTROOM WALL SIGN WITH ISA PICTOGRAM
X ILLUMINATED EXIT SIGN
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:27 P
M
FINISH SCHEDULE AND LEGENDS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-505
09/27/2024
JP
SD, DDA, AK JP
BID SET
INTERIOR FINISH SCHEDULE
A-1 & A-2
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (CBC 2022 TABLE 803.13)
CLASSIFICATIONS
CLASS A:
• FLAME SPREAD INDEX = 0-25
• SMOKE DEVELOPED INDEX = 0-450
CLASS B:
• FLAME SPREAD INDEX = 26-75
• SMOKE DEVELOPED INDEX = 0-450
A-3,A-4,A-5
B,E,M,R-1
R-2
R-2.1
R-2.2
R-3, R-3.1
S
GROUP INTERIOR EXIT
STAIRWAYS AND
RAMPS AND EXIT
PASSAGEWAYS
CORRIDORS AND
ENCLOSURE FOR EXIT
ACCESS STAIRWAYS
AND RAMPS
ROOMS AND
ENCLOSED SPACES
B
B
B
C
B
C
C
C
B
B
C
C
C
C
C
C
C
C
C
C
C
C
C
C
PER 2022 CBC 803.13 INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.13 FOR THE GROUP AND LOCATION DESIGNATED. REFER TO 2022 CBC SEC. 803 FOR ADDITIONAL INFORMATION.
CLASS C:
• FLAME SPREAD INDEX = 76-200
• SMOKE DEVELOPED INDEX = 0-450
DEGREE OF FIRE PROTECTION: SPRINKLERED
ABBREVIATIONS FINISH REQUIREMENTS FINISH LEGEND
BASE
CT CERAMIC TILE, 6" COVED UNGLAZED FINISH.
RB RUBBER BASE
CEILING
ACT ACOUSTIC CEILING TILE
GWB GYPSUM BOARD, PAINT FINISH.
OPEN OPEN TO ABOVE
FINISH
FRP FIBER REINFORCED PANEL
PRE MANUFACTURER FINISHED
PT PAINT
VTP VINYL TACKABLE PANEL
FLOORS
CONC EXPOSED CONCRETE, CLEAR SEAL FINISH.
CPT CARPET TILES, TRANSITION STRIPS AT EXPOSED EDGES.
CT CERAMIC TILE
LVT LUXURY VINYL TILE
PCT PORCELAIN TILE
SUBSTRATE
CB CEMENT BOARD
GWB GYPSUM BOARD
SIGNAGE LEGEND
INTERIOR FINISH SCHEDULE
Category Number Description Location Manufacturer Product Spec. Size Color Notes 05 7543 - DECORATIVE METAL PANELS
05 7543 -
DECORATIVE
METAL
PANELS
MP-1 METAL PANEL STAIR GUARD RAIL AND GATE PANEL REVAMP PANEL SYSTEM
CUSTOM PATTERN ARCHITECT TO SELECT FROM FULL RANGE OF FINISH OPTIONS OPENINGS IN GUARD RAIL PATTERN NOT TO EXCEED 4" IN WIDTH AND HEIGHT. 06 4023.10 - PLASTIC LAMINATE
06 4023.10 -
PLASTIC
LAMINATE
PL-1 PLASTIC LAMINATE 1ST AND 2ND LEVEL PUBILC FACING
COUNTERS
PIONITE COOL AUTUMN NIGHT (WT880-SD)
06 4023.10 -
PLASTIC
LAMINATE
PL-2 PLASTIC LAMINATE BREAK AREA CASEWORK WILSONART MUSHROOM (5013K-19) 06 4023.10 -
PLASTIC
LAMINATE
PL-3 PLASTIC LAMINATE RESTROOM CASEWORK WILSONART NIGHTFALL (5023-K-19) 09 3000 - TILING
09 3000 -
TILING
T-1 CERAMIC FLOOR TILE RESTROOMS DALTILE DIGNITARY 12" X 24" EMINENCE GREY 1/3 OFFSET INSTALLATION WITH MINIMAL (1/8" MAX) GROUT JOINTS. USE SCHLUTER DILEX AHK COVE BASE FOR FLOOR TO
WALL TRANSITION
09 3000 -
TILING
T-2 CERAMIC WALL TILE RESTROOMS MARAZZI TILE RHYME AND REASON - HEXAGON RIPPLE MIX
4" X 5"
HEXAGON
RANDOM MIX IN CANVAS (60%), INDIGO (20%) AND WARM TERRACOTTA (20%) INSTALL WITH MINIMAL (1/8" MAX) GROUT JOINTS. USE SCHLUTER DILEX-AHK COVE BASE IN WALL TO FLOOR TRANSITION.
USE SCHLLUTER JOLLY AT ALL EXPOSED WALL TILE EDGES AND SCHLUTER FINEC-SQ AT OUTSIDE WALL CORNER TRANSITIONS.
09 3000 -
TILING
TB-1 CERAMIC TILE BASE JANITOR CLOSETS DALTILE DIGNITARY 6" X 24" EMINENCE GREY INSTALL WITH MINIMAL (1/8" MAX) GROUT JOINTS. USE SCHLUTER DILEX AHK COVE BASE FOR FLOOR TO WALL TRANSITION 09 5100 - ACOUSTICAL CEILINGS
09 5100 -
ACOUSTICAL
CEILINGS
ACT-1 ACOUSTICAL CEILING TILE COUNCIL CHAMBERS ARMSTRONG CALLA HIGH NRC SQUARE LAY IN TEGULAR 2' X 4' WHITE (2848) BASE BID: EXISTING GRID TO REMAIN. PAINT EXISTING GRID WHITE. ADD ALT: INSTALL NEW GRID. SHALL BE 9/16" SUPRAFINE GRID.
09 6500 - RESILIENT FLOORING
09 6500 -
RESILIENT
FLOORING
B-1 GENERAL BASE GENERAL RUBBER BASE MOHAWK 4" H SMOKE (955) ROLLED GOODS OWNER ALREADY HAS MATERIAL IN HAND. PROVIDE INSTALL PRICE ONLY. 09 6500 -
RESILIENT
FLOORING
LVT-1 LUXURY VINYL TILE LOBBY, STAIRS AND RAMP MOHAWK LARGE AND LOCAL (CO128) WOODY (978) PROVIDE 1/8" STAIR NOSING IN 063 BUFF COLOR. OWNER ALREADY HAS MATERIAL IN HAND. PROVIDE INSTALL PRICE ONLY. 09 6813 - TILE CARPETING
09 6813 - TILE
CARPETING
CPT-1 CARPET TILE SEE PLANS MOHAWK 12" X 48" BEYOND TILE -SLOPE (15518) ECOWORX TILE BACKING. OWNER PROVIDED, CONTRACTOR INSTALLED. 09 8413 - FIXED SOUND ABSORPTIVE PANELS
09 8413 -
FIXED SOUND
ABSORPTIVE
PANELS
AP-1 SOUND ABSORBANT
PANELS
COUNCIL CHAMBERS CONWED FABRIC | HI PANELS 5' X 10' WITH GUILFORD OF MAIN FABRIC Fr701 IN COLOR - WHITE. ARCHITECT TO SELECT FROM FULL RANGE OF COLORS INSTALL PANELS WITH Z BAR SO THAT PANELS ARE REMOVABLE. FABRIC PANELS ARRANGEMENT TO MIMIC LAYOUT SHOWN IN INTERIOR ELEVATIONS. PANEL NRC TO BE 0.85.
09 8413 -
FIXED SOUND
ABSORPTIVE
PANELS
AP-2 SOUND ABSORBANT
PANELS
COUNCIL CHAMBERS WOOD VENEER
HUB
SLATWOOD PANEL 94.49" X 25.20" LUXURY AMREICAN WALNUT WITH BLACK FELT INSTALL PANELS WITH Z BAR SO THAT PANELS ARE REMOVABLE. FABRIC PANELS ARRANGEMENT TO MIMIC LAYOUT SHOWN IN INTERIOR ELEVATIONS. PANEL NRC TO BE 0.85.
09 9123 - INTERIOR PAINT
09 9123 -
INTERIOR
PAINT
P-1 GENERAL PAINT GENERAL U.O.N. SHERWIN WILLIAMS ORIGAMI WHITE (SW 7636) EGGSHELL FINISH 09 9123 -
INTERIOR
PAINT
P-2 ACCENT PAINT PRIVATE OFFICE AND ACCENT
LOCATIONS - SEE PLANS
SHEWRIN WILLIAMS PEPPERCORN (SE 7674) EGGHSELL FINISH
09 9300 - STAINING AND TRANSPARENT FINISHING
09 9300 -
STAINING
AND
TRANSPAREN
T FINISHING
WS-1 WOOD STAIN FRONT DOOR AND LOBBY EXSITING AND
PROPOSED WOOD
VARATHANE -
INTERIOR WOOD
STAIN
DARK WALNUT CLASSIC ON CHERRY WOOD (TO MATCH PREVIOUSLY PROPSED FINISH PROVIDED BY CLIENT) STRIP AND STAIN ALL EXISTING WOOD TO MATCH CLIENT SELECTED WOOD STAIN TO COORDINATE WITH PREVIOUSLY
SELECTED FINISHES
10 2100 - TOILET COMPARTMENTS
10 2100 -
TOILET
COMPARTME
NTS
TP-1 TOILET PARTITION RESTROOMS SCRANTON
BUILDING
PRODUCTS
HINEY HIDERS MIDNIGHT (ORANGE PEEL TEXTURE) FLOOR MOUNTED AND HEADRAIL BRACED 12 3600 - COUNTERTOPS
12 3600 -
COUNTERTOP
S
QTZ-1 ENGINEERED QUARTZ
COUNTER
RESTROOM COUNTERS - SEE PLANS VIATERA CARRARA BIANCO MITER CORNERS 12 3600 -
COUNTERTOP
S
SS-1 SOLID SURFACE COUNTER BREAK AREA LG HI-MACS KAMET (L017)
1. LIGHT FIXTURES (EXCPET FOR THE CHANDELIER AND SURFACE MOUNTED
LIGHT) - CFCI
2. CARPET FLOORING - BY OTHERS
3. LVT FLOORING - INCLUDING THE STAIRS - BY OTHERS
4. BASE AND TRNASITIONS BY OTHERS - BY OTHERS
5. NEW REGISTERS AND GRILLS - CONTRACTOR TO REPLACE AND PROVIDE
NEW - STYLE TO MATCH EXISTING, WHITE COLOR - CFCI
PROCURE/INSTALL NOTES 1 BID ADDENDUM 1 10/11/24
1 1
1 1
WS-1 WS-1
MP-1
1 1/8" 1 1/8"
WS-1
26 5100.G
1 TYP.
05 5200.C
TYP.
09 2116.G
P-1
WS-1
MP-1
WS-1
WS-1
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:28 PM
INTERIOR ELEVATIONS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-511
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-002 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON ELECTRICAL EQUIPMENT.
3. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.
4. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.
5. ALL DIMENSIONS SHOWN IN A ROOM TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, UNLESS NOTED OTHERWISE.
6. VERIFY MOUNTING HEIGHTS OF ACCESSORIES AND PLUMBING FIXTURES MEET ACCESSIBILITY REQUIREMENTS WHERE APPLICABLE.
7. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CBC TABLE 803.13 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.
8. REFER TO FINISH SCHEDULE ON A-103 FOR WALL FINISH MATERIALS AND COLOR SELECTIONS.
INT. ELEVS. GENERAL NOTES
05 5200.C WOOD HANDRAIL. STAIN TO MATCH ADJACENT WOOD TOP FINISH. 09 2116.G WOOD WALL CAP FINISH. ARCHITECT TO SELECT SATIN AND FINISH SHEEN
26 5100.G NEW PENDANT LIGHT FIXTURE - SAVEA 9 LIGHT UNIQUE CHANDELIER LARGE LONG CLUSTER PENDANT. OWNER PROVIDED,
CONTRACTOR INSTALLED.
1/2" = 1'-0" MAIN LOBBY N
E
1 BID ADDENDUM 1 10/11/24
1 36"
TYP.
10 1400.J
WS-1
MP-1
WS-1
TEXT AT 40" MINIMUM A.F.F.
47"
TYP.
10 1400.J
WS-1
MP-1
MP-1
22 0000.Y
1 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:30 PM
INTERIOR ELEVATIONS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-512
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-002 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON ELECTRICAL EQUIPMENT.
3. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.
4. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.
5. ALL DIMENSIONS SHOWN IN A ROOM TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, UNLESS NOTED OTHERWISE.
6. VERIFY MOUNTING HEIGHTS OF ACCESSORIES AND PLUMBING FIXTURES MEET ACCESSIBILITY REQUIREMENTS WHERE APPLICABLE.
7. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CBC TABLE 803.13 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.
8. REFER TO FINISH SCHEDULE ON A-103 FOR WALL FINISH MATERIALS AND COLOR SELECTIONS.
INT. ELEVS. GENERAL NOTES
10 1400.J INDIVIDUAL METAL LETTERS. MOUNTING TYPE 2. REFER TO DETAIL 14/AS-920
22 0000.Y NEW HAWS RIVIVE HYDRATION STATION RECESSED BOTTLE WATER FILLER MODEL 2000HS.
1/2" = 1'-0" ENTRY WAY - SECOND FLOOR S
W
1 BID ADDENDUM 1 10/11/24
1 1
6' - 0"
3' - 4"
EQ EQ
LOGO
TYP.
10 1400.L
2' - 4"
PL-1 PL-1
18 28
230 25 18
28 230 25
PL-1
PL-1
PL-1
18 28
230 25 18
28 18 230 25
28 230 25 18
28 230 25 1
OPEN TO BEYOND
PL-1
PL-1
38 39 102 24
3' - 2"
18 38
254 20 18
38 254 20 18
38 254 20
38 20 101 24
38 20 101 24
38 39 102 24
PL-1
OPEN TO BEYOND
PL-1
T.O. S
O
F
FIT
### HW
D
CABINET DESIGN SERIES NUMBER
"M" INDICATES DESIGN
MODIFICATION FROM CDS
OPT. DESIGN MOD
DESCRIPTION
H 2' - 0" H
W W
H
CABINET DESIGNATIONS BASED ON NORTH AMERICA ARCHITECTURAL WOODWORK STANDARDS (NAAWS)
4.0, UPDATED BY ERRATA THROUGH 12/1/21; APPENDIX: CABINET DESIGN SERIES (CDS) NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:32 P
M
INTERIOR ELEVATIONS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-513
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-002 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON ELECTRICAL EQUIPMENT.
3. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.
4. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.
5. ALL DIMENSIONS SHOWN IN A ROOM TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, UNLESS NOTED OTHERWISE.
6. VERIFY MOUNTING HEIGHTS OF ACCESSORIES AND PLUMBING FIXTURES MEET ACCESSIBILITY REQUIREMENTS WHERE APPLICABLE.
7. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CBC TABLE 803.13 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.
8. REFER TO FINISH SCHEDULE ON A-103 FOR WALL FINISH MATERIALS AND COLOR SELECTIONS.
INT. ELEVS. GENERAL NOTES
10 1400.L NEW SIGNAGE CITY LOGO ON NEW GLAZING. LOGO PATTERN TO BE MADE FROM FROSTED WINDOW FILM.
1/2" = 1'-0" LOBBY - FIRST FLOOR
1W 1N 1E
2E
1/2" = 1'-0" LOBBY DESK
2S
1/2" = 1'-0" RECEPTION
3W 3N 3E
CASEWORK LEGEND 1 BID ADDENDUM 1 10/11/24
2' - 3" 1' - 6" 4" 2' - 10"
MIN. CLR.
3' - 0"
T-2
SS-1
PL-2
PL-2
22 0000.J
32 36 102 24
32 33 102 24
35 27
302 12 35
27 302 12
47" CLR
22 0000.W
10 2800.H
SS-1
PL-2
PL-2
PL-2
11 3100.A
13 27
23 301 12
27 30 301 12
21 302 12
2' - 7" CLR
36 96
454 24
15 27
301 12
11 3100.E
T-2
2' - 10" 1' - 6 1/2" 2' - 2 1/2" 1' - 2"
15 27
301 12 30
21 302 12 23
27 301 12 13
14 301 12 36
96 36 454 24
14 302 12
09 3000.G
PL-2
32 20 101 24 36
34 155 24
12 34
254M 24 12
34 254M 24
10 2800.H
14 34
254M 24
15" MIN
MIN. CLR.
3' - 0"
32 14 101 24
22 0000.W
22 0000.J
SS-1 PL-2
22 0000.J 11 3100.O
15 34
254M 24 15
34 254M 24
32 31 152 24
32 33 152 24
32 33 152 24
2' - 10"
22 0000.W
CLR
2' - 0"
T-2
4' - 0"
T-2
10 2813.D
10 2800.H
10 2813.C
TYP.
10 2800.Q
22 0000.V
7' - 2"
26 5100.H
2' - 10"
QTZ-1
PL-3
10 2800.Q
T-2
10 2800.Q
7' - 2"
10 2813.E
T-2
4' - 0"
T-2
4' - 0"
T-2
10 2800.Q
4' - 0"
T-2
10 2800.Q
7' - 2"
T-2 10 2813.C
10 2813.D
10 2800.Q
7' - 2"
26 5100.H
2' - 10"
10 2800.H
QTZ-1
PL-3
BONE CANVAS INDIGO
RESTROOM TILE PATTERN TYP. T.O. SOFFIT
### HW
D
CABINET DESIGN SERIES NUMBER
"M" INDICATES DESIGN
MODIFICATION FROM CDS
OPT. DESIGN MOD
DESCRIPTION
H 2' - 0"
H
W W
H
CABINET DESIGNATIONS BASED ON NORTH AMERICA ARCHITECTURAL WOODWORK STANDARDS (NAAWS)
4.0, UPDATED BY ERRATA THROUGH 12/1/21; APPENDIX: CABINET DESIGN SERIES (CDS) NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:17:26 PM
INTERIOR ELEVATIONS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-514
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-002 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON ELECTRICAL EQUIPMENT.
3. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.
4. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.
5. ALL DIMENSIONS SHOWN IN A ROOM TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, UNLESS NOTED OTHERWISE.
6. VERIFY MOUNTING HEIGHTS OF ACCESSORIES AND PLUMBING FIXTURES MEET ACCESSIBILITY REQUIREMENTS WHERE APPLICABLE.
7. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CBC TABLE 803.13 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.
8. REFER TO FINISH SCHEDULE ON A-103 FOR WALL FINISH MATERIALS AND COLOR SELECTIONS.
INT. ELEVS. GENERAL NOTES
09 3000.G SCHULTER JOLLY TRIM AT EXPOSED TILE EDGES
10 2800.H BOBRICK B-2621 SURFACE MOUNTED PAPER TOWEL DISPENSER 10 2800.Q NEW BOBRICK B-6806 SERIES 36" AND 42" GRAB BAR. 10 2813.C NEW BOBRICK AUTOMATIC WALL-MOUNTED SOAP DISPENSER B-2012.
10 2813.D BACK LIT MIRROR. BASE BID TO BE BOBRICK B-167 BACKLIT LED MIRROR - COMMERCIAL GRADE.
10 2813.E BOBRICK SURFACE-MOUNTED DISPENSER AND UTILITY SHELF B-540.
11 3100.A NEW WHIRLPOOL 34" TALL RANGE WEE515SALS; CONTRACTOR FURNISHED AND INSTALLED. COORDINATE INSTALLATION WITH
OWNER. ARCHITECT TO PROVIDE CLIENT APPROVED SPEC.
11 3100.E SAMSUNG NK30B3500US 30" UNDER CABINET RANGE HOOD 11 3100.O MINI REFRIGERATOR
22 0000.J NEW MOEN SMYTH 5770 SINGLE-HANDLE HIGH ARC PULLDOWN BAR KITCHEN FAUCET. ARCHITECT TO SELECT FROM FULL RANGE OF
FINISH OPTIONS.
22 0000.V NEW TOTO COMMERCIAL WASHOUT ULTRA HIGH-EFFICINECY WALL HUNG URINAL. WATERLINE TO BE UPDATED.
22 0000.W NEW BLANCO PRECIS UNDERMOUNT ADA SINK. CONTRACTOR FURNISHED, CONTRACTOR INSTALLED. ARCHITECT TO SELECT
FROM FULL RANGE OF FINISH OPTIONS
26 5100.H WALL MOUNTED LAVATORY VANITY SCONCE. SONNEMAN THIN-LINE 2-SIDED LED WALL BAR. ARCHITECT TO SELECT FROM STANDARD RANGE OF FINISH OPTIONS.
1/2" = 1'-0"
BREAK AREA -
SECOND FLOOR
5N
1/2" = 1'-0" BREAK ROOM - FIRST FLOOR
4S
1/2" = 1'-0" BREAK ROOM - THIRD FLOOR
6S
1/2" = 1'-0" MEN'S RESTROOM - FIRST FLOOR
7N 7E 7S 7W
1/2" = 1'-0" WOMEN'S RESTROOM - FIRST FLOOR
8N 8E 8S 8W
CASEWORK LEGEND
TP-1
7' - 2"
T-2
T-2
4' - 0"
T-2
4' - 0"
26 5100.H
T-2
22 0000.V
10 2813.D
7' - 2"
26 5100.H
2' - 10"
QTZ-1
PL-3
T-2
4' - 0"
7' - 2"
TP-1
T-2
4' - 0"
26 5100.H
T-2
4' - 0"
T-2
10 2813.D
7' - 2"
26 5100.H
2' - 10"
TP-1
PL-3 QTZ-1
22 0000.R
INDIGOCANVASBONE
RESTROOM TILE PATTERN TYP.
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:34 PM
INTERIOR ELEVATIONS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-515
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-002 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON ELECTRICAL EQUIPMENT.
3. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.
4. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.
5. ALL DIMENSIONS SHOWN IN A ROOM TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, UNLESS NOTED OTHERWISE.
6. VERIFY MOUNTING HEIGHTS OF ACCESSORIES AND PLUMBING FIXTURES MEET ACCESSIBILITY REQUIREMENTS WHERE APPLICABLE.
7. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CBC TABLE 803.13 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.
8. REFER TO FINISH SCHEDULE ON A-103 FOR WALL FINISH MATERIALS AND COLOR SELECTIONS.
INT. ELEVS. GENERAL NOTES
10 2813.D BACK LIT MIRROR. BASE BID TO BE BOBRICK B-167 BACKLIT LED MIRROR - COMMERCIAL GRADE.
22 0000.R NEW TOTO COMMERCIALLY RATED FLOOR MOUNTED ULTRA HIGHT EFFICIENCY TOILET. INSTALL PER MANUFACTURERS
INSTRUCTIONS.
22 0000.V NEW TOTO COMMERCIAL WASHOUT ULTRA HIGH-EFFICINECY WALL HUNG URINAL. WATERLINE TO BE UPDATED.
26 5100.H WALL MOUNTED LAVATORY VANITY SCONCE. SONNEMAN THIN-LINE 2-SIDED LED WALL BAR. ARCHITECT TO SELECT FROM STANDARD RANGE OF FINISH OPTIONS.
9N 9E
1/2" = 1'-0" MEN'S RESTROOM - SECOND FLOOR
9S 9W
10N
1/2" = 1'-0" WOMEN'S RESTROOM - SECOND FLOOR
10S 10W
10E
T-2
10 2813.D
10 2813.C
4' - 0"
7' - 2"
23 0000.F
QTZ-1 PL-3
26 5100.H
22 0000.L
T-2
7' - 2"
T-2
22 0000.R
T-2
TP-1
T-2
23 0000.F
22 0000.V
T-2
33 18 102 24
3 DRAWERS
T-2
PL-3
T-2
QTZ-1
18 34
254M 24 18
86 423 24
PL-3
2' - 10"
T-2
10 2800.H
T-2
22 0000.R 22 0000.Q
T-2
INDIGOCANVASBONE
RESTROOM TILE PATTERN TYP.
T.O. S
O
F
FIT
### HW
D
CABINET DESIGN SERIES NUMBER
"M" INDICATES DESIGN
MODIFICATION FROM CDS
OPT. DESIGN MOD
DESCRIPTION
H 2' - 0" H
W W
H
CABINET DESIGNATIONS BASED ON NORTH AMERICA ARCHITECTURAL WOODWORK STANDARDS (NAAWS)
4.0, UPDATED BY ERRATA THROUGH 12/1/21; APPENDIX: CABINET DESIGN SERIES (CDS) NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:36 P
M
INTERIOR ELEVATIONS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-516
09/27/2024
JP
SD, DDA, AK JP
BID SET
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-002 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON ELECTRICAL EQUIPMENT.
3. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.
4. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.
5. ALL DIMENSIONS SHOWN IN A ROOM TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, UNLESS NOTED OTHERWISE.
6. VERIFY MOUNTING HEIGHTS OF ACCESSORIES AND PLUMBING FIXTURES MEET ACCESSIBILITY REQUIREMENTS WHERE APPLICABLE.
7. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CBC TABLE 803.13 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.
8. REFER TO FINISH SCHEDULE ON A-103 FOR WALL FINISH MATERIALS AND COLOR SELECTIONS.
INT. ELEVS. GENERAL NOTES
10 2800.H BOBRICK B-2621 SURFACE MOUNTED PAPER TOWEL DISPENSER 10 2813.C NEW BOBRICK AUTOMATIC WALL-MOUNTED SOAP DISPENSER B-2012.
10 2813.D BACK LIT MIRROR. BASE BID TO BE BOBRICK B-167 BACKLIT LED MIRROR - COMMERCIAL GRADE.
22 0000.L NEW MOEN DARTMOOR LAVATORY FAUCET. ARCHITECT TO SELECT
FROM FULL RANGE OF FINISH OPTIONS
22 0000.Q NEW KOHLER SOHO K-2053-N SINK WITH MATCHING VITRIOUS CHINA PIPE COVER AND UNDERMOUNT. ARCHITECT TO PROVIDE
CLIENT APPROVED SPEC.
22 0000.R NEW TOTO COMMERCIALLY RATED FLOOR MOUNTED ULTRA HIGHT EFFICIENCY TOILET. INSTALL PER MANUFACTURERS
INSTRUCTIONS.
22 0000.V NEW TOTO COMMERCIAL WASHOUT ULTRA HIGH-EFFICINECY WALL HUNG URINAL. WATERLINE TO BE UPDATED.
23 0000.F EXHAUST FAN. ELECTRICAL TO TIE INTO LIGHTSWITCH 26 5100.H WALL MOUNTED LAVATORY VANITY SCONCE. SONNEMAN THIN-LINE 2-SIDED LED WALL BAR. ARCHITECT TO SELECT FROM STANDARD RANGE OF FINISH OPTIONS.
11N 11E
1/2" = 1'-0" MEN'S RESTROOM - THIRD FLOOR
11S 11W
1/2" = 1'-0" WOMEN'S RESTROOM - THIRD FLOOR
12N 12E 12S 12W
CASEWORK LEGEND
AP-1
3' - 11" 7' - 2"
CONTRACTOR TO V.I.F.
11' - 1"
AP-1
AP-2
36 36
102 24 36
36 102 24 36
36 102 24 36
36 102 24
4 34
24 12 3600.F
5 34
24 SS-1
SS-1
PL-2
T.O. SOFFIT
### HW D
CABINET DESIGN SERIES NUMBER
"M" INDICATES DESIGN
MODIFICATION FROM CDS
OPT. DESIGN MOD
DESCRIPTION
H 2' - 0" H
WW
H
CABINET DESIGNATIONS BASED ON NORTH AMERICA ARCHITECTURAL WOODWORK STANDARDS (NAAWS)
4.0, UPDATED BY ERRATA THROUGH 12/1/21; APPENDIX: CABINET DESIGN SERIES (CDS) NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:38 PM
INTERIOR ELEVATIONS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-517
09/27/2024
JP
SD, DDA, AK JP
BID SET
1/2" = 1'-0" COUNCIL CHAMBERS 1
1/2" = 1'-0" CONFERENCE ROOM 31 WEST 2
1/2" = 1'-0" THIRD FLOOR - HALLWAY 3
CASEWORK LEGEND
KEYNOTES
1. REFER TO GENERAL NOTES SHEET G-002 FOR ADDITIONAL REQUIREMENTS.
2. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON ELECTRICAL EQUIPMENT.
3. REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.
4. PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.
5. ALL DIMENSIONS SHOWN IN A ROOM TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, UNLESS NOTED OTHERWISE.
6. VERIFY MOUNTING HEIGHTS OF ACCESSORIES AND PLUMBING FIXTURES MEET ACCESSIBILITY REQUIREMENTS WHERE APPLICABLE.
7. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CBC TABLE 803.13 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY.
8. REFER TO FINISH SCHEDULE ON A-103 FOR WALL FINISH MATERIALS AND COLOR SELECTIONS.
INT. ELEVS. GENERAL NOTES
12 3600.F NEW RECEPTION COUNTER
1. CL
2. HM
3. MP
4. STL
5. WD
6. T
7. GL
CHAIN LINK
HOLLOW METAL
METAL PICKET
STEEL
WOOD
SAFETY GLAZING
GLASS
22 A-912 /
32 A-912 /
32 A-912 /
44 A-901
MP-1
A-913
55 2" W 2"
2"
HH
W
TYPE 1A F1
DOOR TYPES FRAME TYPES
H
W
TYPE 1D
T
8"
12" 8"
8"
H
W
TYPE 2A
EQ EQ
2" W 2"
4" H
F2
T T
DOOR LEGEND
H
W
TYPE 2D
EQ EQ
T T
8" 8" 8" 8"
8" 12"
W
EQ EQ
H
TYPE 3A 11
A-902
12 A-902
11 A-902
A B D D1 D3 DOORF HG
P
E
R
S
C
H
E
D
ULE
PER SCHEDULE
PER SCHEDULE
D2
PER SCHEDULE
SCHED.
PER
S
C
H
E
D
ULE
P
E
R
SCHED.
PER
S
C
H
E
D
ULE
P
E
R
P
E
R
S
C
H
E
D
ULE
PER SCHEDULE
P
E
R
S
C
H
E
D
ULE
PER SCHED.
S
C
H
E
D.
P
E
R
P
E
R
S
C
H
E
D
ULE
SCHED.
PER
P
E
R
S
C
H
E
D
ULE
SCHED.
PER
P
E
R
S
C
H
E
D
ULE
F
F
F
F
F
F
F
F
F
F F
F F
F F
F F
F
T T T
T
T
T
T T T T
T
T
T
T
NOTES:
F = FROSTED GLAZING (WHERE OCCURS - REFER TO SCHEDULE)
T = TEMPERED GLAZING
1. ALL DOORS TO RECIEVE NEW HARDWARE. HARDWARE TO BE BY ALLEGION AS NOTED IN HARDWARE SCHEDULE.
2. HARDWARE ON EXISTING EXTIOR DOORS TO MATCH EXISTING WITH ANTIQUE BRASS FINISH.
3. LEVER DESIGN ON INTERIOR DOORS TO BE SCHLAGE L SERIES - LONGITUDE LEVERS. ARCHITECT TO SELECT FROM FULL RANGE OF FINISH OPTIONS.
4. EXISTING ENTRY CARD READERS TO REMAIN IN PLACE.
5. ENTRY TO INTERIOR SUITES/BACK OF HOUSE AREAS TO RECIEVE NEW CARD READERS. REFER TO DOOR REMARKS AND HARDWARE SCHEDULE.
6. PRIVATE OFFICES TO RECIEVE NON ELECTRIC MORTISE STYLE LOCKS BY ALLEGION. REFER TO DOOR REMARKS AND HARDWARE SCHEDULE.
7. SINGLE OCCUPANCY RESTROOMS TO RECIEVE ALLEGION PRIVACY
MORTISE STYLE LOCKS BY ALLEGION WITH OCCUPIED/VACANT INDICATOR TRIM. REFER TO DOOR REMARKS AND HARDWARE SCHEDULE.
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:40 P
M
DOOR, GATE AND WINDOW
SCHEDULE
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-601
09/27/2024
JP
SD, DDA, AK JP
BID SET
SAFETY EGRESS BARRIER LEGEND
DOOR MATERIAL LEGEND
1. REFER TO FLOOR PLANS FOR DOOR LOCATIONS.
2. CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES WITH DOOR
MANUFACTURER SPECIFICATIONS PRIOR TO FABRICATION OF ROUGH OPENINGS.
3. CONTRACTOR TO VERIFY ACTUAL DOOR SIZES TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH OPENING.
4. REFER TO DOOR TYPES LEGEND FOR GLAZING.
5. REFER TO T24 REPORT FOR GLAZING ENERGY REQUIREMENTS
6. INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS
7. ALL DOORS TO RECEIVE NEW HARDWARE.
8. ALL EXTERIOR WOOD DOORS ARE TO BE STAINED.
DOOR GENERAL NOTES
1. REFER TO GENERAL NOTES ON SHEET G-101 FOR ADDITIONAL
REQUIREMENTS
2. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS.
3. CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES WITH WINDOW
MANUFACTURER SPECIFICATIONS PRIOR TO FABRICATION OF ROUGH OPENINGS.
4. CONTRACTOR TO VERIFY ACTUAL WINDOW SIZES TO FIT FINISH OPENING PRIOR TO FABRICATION OF WINDOW AND FINISH OPENING.
5. HEAD HEIGHT MEASURED FROM FF UNLESS NOTED OTHERWISE.
6. REFER TO ENERGY COMPLIANCE REPORTS FOR U-FACTOR, SHGC AND ADDITIONAL WINDOW REQUIREMENTS.
7. ALL GLAZING IS DOUBLE PANE UNLESS OTHERWISE NOTED.
8. PROVIDE SHOP DRAWINGS FOR ALL WINDOW UNITS
9. REFER TO WINDOW TYPES LEGEND FOR GLAZING.
10. REFER TO WINDOW SCHEDULE AND WINDOW TYPES LEGEND FOR FURTHER INFORMATION.
11. STOREFRONT SECTIONS ARE 2" AND CURTAINWALL SECTIONS ARE 2-1/2", UNO. REFER TO STOREFRONT TYPES LEGEND FOR FURTHER INFORMATION.
12. WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED.
13. SAFETY GLAZING NOTATED WITH "T"
14. ALL WINDOWS IN FIRST FLOOR TO REMAIN.
WINDOW GENERAL NOTES
1. EGRESS DOOR.
2. EQUIPPED W/PANIC HARDWARE. .
3. INCLUDES SAFETY GLAZING.
4. FIRE-RATED DOOR ASSEMBLY. VISION PANELS OR LITES TO RECEIVE WIRE GLASS.
5. LOUVERED DOOR.
6. KICK-PLATE PROVIDED.
7. (E) DOOR TO REMAIN
8. (N) DOOR
9. DOOR TO BE PAINTED - SHERWIN WILLIAMS
10. DOOR TO BE RESTAINED - VARATHANE - DARK WALNUT CLASSIC ON CHERRY WOOD
11. (N) DOOR HARDWARE
12. INTERIOR STEEL GATE
13. FROSTED GLAZING.
DOOR REMARKS
1. CONTRACTOR TO VERIFY ALL MEASUREMENTS OF WINDOWS IN FIELD.
2. EXISTING WINDOW TO REMAIN.
3. INCLUDES SAFETY GLAZING.
4. EGRESS WINDOW. MUST MEET CBC REQUIREMENTS.
5. PROVIDE FROSTED GLAZING AS SHOWN IN WINDOW TYPES WHERE DROPPED CEILING EXTENDS BELOW WINDOW LINE.
6. PROVIDE FROSTED GLAZING FOR WINDOW HIDDEN BEHIND ENCLOSED SPACES OR INTO RESTROOMS.
WINDOW REMARKS
NO.
SIZE DOOR FRAME
FIRE
RATING
HARDWARE
GROUP
DETAIL
REMARKSWIDTH HEIGHT THICKNESS
TYP
E MAT'L TYPE MAT'L SILL JAMB HEAD
101 6' - 0" 7' - 0" 1 3/4" 2A (E) WOOD F1 (E) WOOD 24/A-901 23/A-901 23/A-901 7, 10 102 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 102a 6' - 0" 7' - 0" 1 3/4" 2A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 103 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 103a 3' - 0" 7' - 0" 1 3/4" 1D (N) WOOD F1 (N) WOOD 21/A-901 21/A-901 21/A-901 8, 9 104 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 105 3' - 0" 7' - 0" 1 3/4" 1A (N) WOOD F1 (N) WOOD 21/A-901 21/A-901 21/A-901 8, 9 106 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 107 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 108 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 108a 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 109 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 109a 6' - 0" 7' - 0" 1 3/4" 2A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 110 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 111 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 112 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 113 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 114 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 115 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 116 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 117 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 118 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 201 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 14/A-901 23/A-901 23/A-901 7, 10 202 5' - 8 1/2" 6' - 10" 1 3/4" 2D (E) WOOD S (E) WOOD 24/A-901 23/A-901 23/A-901 7, 10 203 3' - 0" 7' - 0" 1 3/4" 1A (N) WOOD F1 (N) WOOD 21/A-901 21/A-901 21/A-901 8, 9 204 5' - 4" 7' - 0" 1 3/4" 2D (E) WOOD F1 (E) WOOD 24/A-901 23/A-901 23/A-901 7, 10 204a 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 204b 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 204c 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 205 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 206 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 207 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 210 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 211 5' - 8" 6' - 8" 2" 3A (E) WOOD F3 (N) WOOD 11/A-902 12/A-902 11/A-902 8, 9 212 5' - 8" 6' - 8" 2" 3A (E) WOOD F3 (N) WOOD 11/A-902 12/A-902 11/A-902 8, 9 213 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 214 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 215 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 216 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 217 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 218 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 219 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 219a 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 220 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 221 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 24/A-901 24/A-901 23/A-901 7, 10 222 3' - 0" 7' - 0" 1 3/4" 1D (N) WOOD F2 (N) WOOD 21/A-901 21/A-901 21/A-901 8, 9 301 3' - 0" 7' - 0" 1 3/4" 1D (N) GLASS F1 (N) WOOD 14/A-901 21/A-901 21/A-901 8, 9 302 3' - 0" 7' - 0" 1 3/4" 1D (N) GLASS F1 (N) WOOD 14/A-901 21/A-901 21/A-901 8, 9 303 3' - 0" 7' - 0" 1 3/4" 1A (N) WOOD F1 (N) WOOD 14/A-901 21/A-901 21/A-901 8, 10 304 3' - 0" 7' - 0" 1 3/4" 1D (N) WOOD F1 (N) WOOD 14/A-901 21/A-901 21/A-901 8, 10, 13 305 3' - 0" 7' - 0" 1 3/4" 1A (N) WOOD F1 (N) WOOD 14/A-901 21/A-901 21/A-901 8, 10 306 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 307 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 9 307 3' - 0" 7' - 0" 1 3/4" 1A (N) WOOD F1 (N) WOOD 21/A-901 21/A-901 21/A-901 7, 9 308 3' - 0" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 24/A-901 23/A-901 23/A-901 7, 10 310 2' - 2" 7' - 0" 1 3/4" 1A (E) WOOD F1 (E) WOOD 21/A-901 21/A-901 21/A-901 7, 10 G201 3' - 0" 7' - 0" 1A (N) METAL (N) METAL 42/A-901 12
DOOR SIGN TYPES
IES ILLUMINATED EXIT SIGN PER DETAIL:
RA RESTRICTED ACCESS SIGN. PER DETAIL:
X TACTILE EXIT SIGN PER DETAIL:
DOOR SCHEDULE
A-601 SCALE: 1/2" = 1'-0"
2 LOBBY STOREFRONT
WINDOW LEGEND WINDOW SCHEDULE
TAG TYPE MATERIAL HEIGHT WIDTH REMARKS
2.1 SECOND FLOOR
201 D1 STEEL 8' - 4" 4' - 9" 1
202 D1 STEEL 8' - 4" 4' - 9" 1,5
203 D1 STEEL 8' - 4" 4' - 9" 1,5
204 D1 STEEL 8' - 4" 4' - 9" 1,5
205 D STEEL 7' - 8" 4' - 9" 1,5
206 A STEEL 4' - 3 3/4" 3' - 1 1/2" 1,6
207 D STEEL 8' - 6" 6' - 0" 1,5
208 D STEEL 8' - 6" 6' - 0" 1,5
209 D STEEL 8' - 6" 6' - 0" 1,5
210 D1 STEEL 8' - 6" 4' - 9" 1,5
211 D1 STEEL 8' - 6" 4' - 9" 1,5
212 D1 STEEL 8' - 6" 4' - 9" 1,5
213 D2 STEEL 10' - 6" 6' - 0" 1,6
214 D2 STEEL 10' - 6" 6' - 0" 1
215 D2 STEEL 10' - 6" 6' - 0" 1
3.0 THIRD FLOOR
301 H STEEL 12' - 0" 4' - 0" 1
302 G STEEL 9' - 6" 3' - 0" 1
303 D2 STEEL 6' - 1 1/2" 4' - 1 1/2" 1
304 D3 STEEL 4' - 7 1/2" 5' - 2" 1
305 D3 STEEL 4' - 7 1/2" 5' - 2" 1
306 D3 STEEL 4' - 7 1/2" 5' - 2" 1
307 D3 STEEL 4' - 7 1/2" 5' - 2" 1
308 D3 STEEL 4' - 7 1/2" 5' - 2" 1
309 D3 STEEL 4' - 7 1/2" 5' - 2" 1
310 D3 STEEL 4' - 7 1/2" 5' - 2" 1
311 B STEEL 4' - 7 1/2" 3' - 1" 1
312 B STEEL 4' - 7 1/2" 3' - 1" 1
313 B STEEL 4' - 7 1/2" 3' - 1" 1
314 B STEEL 4' - 7 1/2" 3' - 1" 1
315 B STEEL 4' - 7 1/2" 3' - 1" 1
316 A STEEL 4' - 3 3/4" 3' - 1 1/2" 1
317 A STEEL 4' - 3 3/4" 3' - 1 1/2" 1
318 A STEEL 4' - 3 3/4" 3' - 1 1/2" 1
319 G STEEL 6' - 0" 3' - 0" 1
Grand total: 34
DOOR HARDWARE NOTES
1 BID ADDENDUM 1 10/11/24
1 1
1 HEAD/JAMB SIMILAR
THRESHOLD
GYPSUM BOARD
WALL FRAMING PER
STRUCTURAL
DOOR PER PLAN
FLOOR FINISH
CASING
1/2"
FRAME JAMB
SHIM
DOOR STOP
INSULATION WHERE
OCCURS
1/2" DIA. DROP ROD
DROP ROD POST
BRACKET
DROP ROD HANGER
BRACKET
1"
4x4x1/4 GATE
/HINGE POST
3/4" 48" MAX. 3/4"
57 1/2" OVERALL
HEAVY-DUTY SELFCLOSING HINGE
OPTIONAL ACRYLIC OR
METAL BACKER PANEL
OPTIONAL HARDWARE
BACKER PLATE (FOR
ACCESS HARDWARE
BY OTHER)
LATCH/LOCK SIDE
POST, OR SUBSTRATE
BY OTHER
(4x4 POST SHOWN)
2x2x1/8 WELDED GATE
FRAME WITH INFILL
GATE PANEL
P
E
R
ELE
V
A
TIO
N
38"
ACCESORY HOLD
OPEN/CLOSED DROP
ROD ASSEMBLY
HARDWARE GATE BOX
(2-3/4" BACKSET)
INTEGRAL SECURITY
PANEL
2x2x1/8 WELDED GATE
FRAME WITH 1/8
FORMED INFILL GATE
PANEL
LATCH/LOCK SIDE
POST, OR SUBSTRATE
BY OTHER
(4x4x1/4 POST SHOWN)
HEAVY-DUTY SELFCLOSING HINGE
4x4x1/4"
GATE/HINGE POST PATTERN
PATTERN
1"
A-901
44 REF. TO: 43 / A-901
PLAN
ELEVATION
*CONCRETE
SLAB ON GRADE
MIN.
6"
MIN.
4"
6" MIN.
GATE POST
ANCHOR TO SUBSTRATE
MIN. RECOMMENDED FASTENER
HILTI KWIK BOLT TZ - SS 5/8,
MIN. 4" EMBED
.
.
GATE POST BASEPLATE
10"
10"
WEATHER BARRIER
SELF ADHEREDE
FLASHING MEMBRANE
CEMENT PLASTER FINISH
OVER LATH
METAL DRIP EDGE
SEALANT
1X BLOCKING
CORNER REINFORCEMENT
CEMENT PLASTER FINISH
OVER LATH
HEADER
CEMENT PLASTER FINISH
OVER LATH
CONTINUOUS BEAD OF SEALANT
SILL
WEATHER BARRIER
SELF ADHEREDE
FLASHING MEMBRANE
CEMENT PLASTER FINISH
OVER LATH
SEALANT
1X BLOCKING
P
E
R
PLA
N
WINDOW JAMB
CONCRETE WALKWAY
FINISH FLOOR, SEE SCHEDULE
EXPANSION JOINT
WATERPROOFING MEMBRANE
REQUIRED OVER WOOD
CONSTRUCTION
SEALANT TO EXTEND 6" ABOVE
OPENING AND FULL WIDTH OF
JAMB REF. TO: 54 / A-902
2% MIN SLOPE
HEAD/JAMB SIMILAR
GYPSUM BOARD
WALL FRAMING PER
STRUCTURAL
NO DOOR
FLOOR FINISH
CASING
FRAME JAMB
SHIM
INSULATION WHERE
OCCURS
STOREFRONT
SYSTEM
SEALANT
FRAMING
J TRIM
BACKER ROD AND
SEALANT
JAMB SIMILAR
J TRIM
INSULATION
WHERE OCCURS
STOREFRONT SYSTEM PER
SCHEDULE
BACKER ROD AND SEALANT
SHIM
FINISH FLOOR
SEALANT
FRAMING
J TRIM
BACKER ROD AND
SEALANT
J TRIM
STOREFRONT
SYSTEM
INSULATION
WHERE OCCURS
DOOR FRAME BEYOND
CONCRETE WALKWAY
THRESHOLD, REFER TO DOOR
HARDWARE SCHEDULE
FINISH FLOOR, SEE SCHEDULE
EXPANSION JOINT
CONCRETE FOUNDATION
1/2"
DOOR PANEL REFER TO
SCHEDULE
GYPSUM BOARD -
FINISH PER SCHEDULE
ELASTOMERIC MEMBRANE,
LAP 6" ALL SIDES
WEATHER BARRIER
DOOR PER SCHEDULE
PLASTER OVER LATH
INSULATION
FRAMING
CORNER BEAD
WEATHER STRIP
HEADER / JAMB
SEALANT
SEALANT
SWING OUT
FIXED
SWING OUT
FIXED
DOOR WINDOWWINDOW
CORNER POST
RAILING PANEL
INLINE POST
72" MAX.
END POST
72" M
A
X.
PATTERN FIELD
2" BORDER AROUND
PATTERN
PATTERN FIELD
SLOTTED HOLES FOR
INSTALLATION AND
FIELD ADJUSTMENT
FOR POST ASSEMBLY CONDITIONS
REF. TO: 53 / A-901 AND 54 A-901 /
THRU-FASTENER
RAILING PANEL
BASE PLATE
INLINE POST
3"
1/4"
RAILING PANEL
THRU-FASTENER
RAILING PANEL
BASE PLATE
END POST
5/8" 5/8"
3"
5/8"
3"
5/8"
3"
THRU-FASTENER
RAILING PANEL CORNER POST
BASE PLATE
INLINE POST
END POST
CORNER POST
MIN. RECOMMENDED
FASTENER
HILTI KWIK BOLT TZ - SS
3/8, MIN. 2" EMBED
BASEPLATE
5 1/2"
5 1/2"
4"
EDGE
3 3/4"
BASE PLATE MIN. FROM
MIN. 2500 PSI
MIN.
4"
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:43 P
M
ARCHITECTURAL DETAILS - DOOR
AND WINDOW
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-901
09/27/2024
JP
SD, DDA, AK JP
BID SET
A-901 SCALE: 3" = 1'-0"
21 WOOD DOOR - INTERIOR
A-901 SCALE: 1 1/2" = 1'-0"
43 GATE - DROP ROD ASSEMBLY
A-901 SCALE: 3/4" = 1'-0"
42 GATE PLAN AND ELEVATION
A-601 A-901 SCALE: 1 1/2" = 1'-0"
44 GATE - SURFACE MOUNT GATE POST
A-901 SCALE: 3" = 1'-0"
11 WINDOW - EXT - HEAD AND SILL
A-901 SCALE: 3" = 1'-0"
12 WINDOW - EXT - JAMB
A-901 SCALE: 3" = 1'-0"
14 WINDOW-DOOR - EXT - THRESHOLD
A-901 SCALE: 3" = 1'-0"
22 WOOD CASING - INTERIOR - NO DOOR
A-901 SCALE: 3" = 1'-0"
32 STOREFRONT HEAD - INTERIOR
A-901 SCALE: 3" = 1'-0"
34 STOREFRONT @ FINISH FLOOR
A-901 SCALE: 3" = 1'-0"
33 STOREFRONT SILL- INTERIOR
A-901 SCALE: 3" = 1'-0"
24 EXT. DOOR THRESHOLD
A-901 SCALE: 3" = 1'-0"
23 EXTERIOR DOOR JAMB/HEADER
A-901 SCALE: 3" = 1'-0"
13 WINDOW TO DOOR - JAMB
A-901 NTS
52 PANEL FLAT BAR SYSTEM
A-901 SCALE: 3" = 1'-0"
53 POST ASSEMBLY CONDITIONS
A-901 SCALE: 3" = 1'-0"
54 RAILING - SURFACE MOUNT GATE POST
1 BID ADDENDUM 1 10/11/24
1 GYPSUM BOARD
INSULATION WHERE
OCCURS
WALL FRAMING PER
STRUCTURAL
TRACK
CARRIER
DOOR PER SCHEDULE
XRDLP PLATE
FLOOR GUIDE
SILL
HEADER
2X BLOCKING
DASHED LINE INDICATES
FRAME CASING (OPTIONAL)
PER SCHEDULE
PANEL HEIGHT
CASING BEAD
GLAZING INFILL
GYPSUM BOARD
INSULATION WHERE
OCCURS
WALL FRAMING PER
STRUCTURAL
DOOR PER SCHEDULE
DASHED LINE INDICATES
FRAME CASING (OPTIONAL)
RUBBER BUMPER
CASING BEAD
GLAZING INFILL
"TOP 900"
NOTE:
ALL OBJECTS PROTRUDING THROUGH WALL PLANE
MUST BE FLASHED ACCORDING TO THESE DETAILS
DO NOT NAIL
FLASHING
BELOW C.L. OF
FLASHING
FLASH'G PAPER, MOISTOP FLASHING OR
EQUAL, (9" WIDE MIN.) O/ NAIL'G FIN @ TOP OF
WINDOWS (HEAD) TYP. TWO CONTINUOUS
BEADS OF MOISTOP SEALANT OR EQUAL
UNDER FLASH'G PAPER (1) O/ NAIL'G FIN AND
(1) AT TOP OF FLSH'G PAPER TYP. NAIL'G FIN.
FLASH'G PAPER, MOISTOP FLASHING OR
EQUAL, (9" WIDE MIN.) O/ WOOD FRM'G &
UNDER NAIL'G FIN @ SIDE OF WINDOWS
(JAMB) TYP.
• 1 = INDICATES SEQUENCE FOR
INSTALLATION.
• 9" MOIST STOP FLASHING PAPER TYP. OF
FLASH'G PAPER
• THE ACTUAL NUMBER OF FLASH'G. PIECES
REQUIRED IS DETERMINED BY THE RADIUS OF
THE OPEN'G AND THE SIZE OF THE FLASH'G.
(9" WIDE FLASH'G MIN.)
• APPLY A CONTINUOUS BEAD OF SEALANT
COMPLYING WITH AAMA 800 TO THE
BACKSIDE (INTERIOR) OF THE WINDOW
MOUNTING FLANGES
• AT WINDOW HEAD, JAMBS AND SILL ALL
CORROSIVE RESISTANT FASTENERS ARE TO
BE NAILED THROUGH FIN NO CLOSER THAN 3"
O.C. AND NOT MORE THAN 16" O.C..
FASTENERS SHALL BE WITHIN 10" FROM
CORNERS.
• NO NAILS SHALL BE BENT OVER THE NAILING
FIN TO SECURE WINDOW
51 22
4 4 3
WINDOW
WINDOW
REFER TO AAMA 2400-10 STANDARD PRACTICEW FOR INSTALLATION OF WINDOWS WITH MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS.
REFER TO TYPICAL
CORNER WINDOW
FLASHING DETAIL
FOR ADDT'L INFO.
12" MOISTOP (OR "FUTURE FLASH")
@ WALL FRAMING AND RETURNED
INTO OPENING, FLASHED OVER
"FLEX WRAP".
"FLEX WRAP" OR APPROVED EQUAL
OVER SILL AND UP JAMB AND ONTO
FACE OF WALL
6" TYP
BEVELED WOOD SHIM. 1/4"/FT SLOPE.
(VERIFY ROUGH OPENING TO
ACCOMODATE SHIM)
2x SILL FRAMING
9" MOISTOP FLASHING
PAPER (FOR FUTURE
FLASH)
BLDG WRAP/LATH PAPER TUCKED
UP UNDER FLASHING (6" MIN LAP)
NOTE:
REFER TO AAMA 2400-10 STANDARD
PRACTICEW FOR INSTALLATION OF
WINDOWS WITH MOUNTING FLANGES IN
STUD CONSTRUCTION FOR ADDITIONAL
REQUIREMENTS.
PROVIDE 1/4" MIN HOOK
GSM FLASHING (26 GAUGE MIN)
WATER PROOFING
MEMBRANE PER PLANS. MIN.
6" LAP OVER GSM FLASHING
SECTION
TYPICAL DOOR FLASHING AT W.P. DECK 6" LAP MIN A . S NECESSARY
GSM WALL FLASHING
GSM PAN FLASHING
1/4" MIN. HOOK
6" MIN
6" MIN.
6" MIN.
6" MIN.
GSM FLASHING (26 GAUGE MIN)
6" MIN. BELOW TOP OF SLAB
SECTION
TYPICAL DOOR FLASHING AT GRADE
2% MIN. SLOPE
CONCRETE
FLATWORK
PER PLANS
CONCRETE SLAB
PROVIDE 1/4" MIN HOOK
6" MIN.
4" MIN. (VIF)
6" MIN.
3" MIN. LAP 6" MIN
. 1/4" MIN HOOK
GSM PAN FLASHING
GSM WALL FLASHING
APPLY "TOP 900" AT GAP
BETWEEN OBJECT &
FLASHING & BETWEEN
FLASHING LAPS
FRAMER TO PROVIDE ALL
BACKING
USE PVC SLEEVE FOR ALL
COPPER PROTRUSIONS
2" MIN. LAP ON
HORIZONTAL SEAMS
A-902
42 ROLL LEAD FLASHING 1" MIN INTO PIPE
PRIME LEAD FLASHING
EXISTING ROOF SHEATHING
EXISTING ROOF FRAMING
NOTE: REFER TO MANUFACTURER WEBSITE FOR ADDITIONAL DETAILS,
PRECISE INSTALLATION INSTRUCTIONS AND MOST UP-TO-DATE INFORMATION
VENT STACK
BASE ROOFING MEMBRANE
MIN.
4"
MIN.
4"
C 2 8 7 1 8
01-31-25
RENEWAL DATE
A TCE
IT
CH
E
D
A
R
SNE IC L S TAT E
O
F
C
ALIFORNI
DEAN
K
.
SMITH
rrmdesign.com | (805) 543-1794
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
NOT FOR CONSTRUCTION
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:44 PM
ARCHITECTURAL DETAILS - DOOR
AND WINDOW
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-902
09/27/2024
JP
SD, DDA, AK JP
BID SET
A-902 SCALE: 3" = 1'-0"
11 SLIDING DOOR
- HEADER-SILL
A-902 SCALE: 3" = 1'-0"
12 SLIDING DOOR - JAMB
A-902 A-902 NTS
42 FLASHING - DETAILED PROTRUSION
A-902 NTS
51 TYP WINDOW FLASHING
A-902 NTS
52 FLASHING - WINDOW CORNER TYP.
A-902 NTS
54 FLASHING - DOOR TYP.
A-902 NTS
41 FLASHING -PROTRUSIONS
A-902 NTS
31 ROOF - VENT PIPE
2' o.c.
3_
4 "
7/8"
8" MAX.
3_
4 "
8" MAX.
7/8"
8" MAX.
7/8"
Unattached Wall
Attached Wall
Unattached Wall
B or P
B
B
B
B
B
B
B
B
BBB
UNATTACHED
WALL
ATTACHED
WALL
B or P B or P
1-1/2" TOTAL
TRAVEL
OPTIONAL
ATTACHED
WALL
POP RIVET
SCREW TIGHTENED THROUGH MAIN
RUNNER WEB RESTRICTING
SEPARATION FRM WALL MOLDING
BERC2 CLIPS OR POP RIVETS
8" MAXIMUM 8" MAXIMUM
NOTE 3.
1/2"
12 GA. HANGER WIRE
PERIMETER
NOTES
VERTICAL POST PER CBC 2013 1605A.3.1
2'-0" O.C.
TERMINAL ENDS OF ALL COMPONENTS
ON TWO ADJACENT WALLS.
1/8" POP RIVETS ALLOWED
NOTE 5.
WALL ANGLE
ACOUSTICAL BOARD
MAIN BEAM OR CROSS TEE
STABILIZER BAR (SPACER)
NOTE 4.
12 GA. HANGER WIRE AT
WALL
CROSS TEES
4'-0" O.C.
MAIN BEAM
12 GA. BRACE WIRES
NOTE 2.
NOTE 1.
1. VERTICAL POSTS MAY NOT BE
REQUIRED IN SOME CITIES AND NOT
ENFORCED IN ALL SEISMIC ZONES.
2. BRACING WIRES TO BE ATTACHED A
MAXIMUM OF 45° TO THE PLANE OF
THE CEILING AND PARALLEL TO THE
COMPONENTS AT THE BRACING POINT.
BRACE WIRES TO BE TAUT AND TIED BOTH
ENDS WITH THREE TIGHT WRAPS.
BRACING NOTES
3. THE UNATTACHED PERIMETER SHALL
HAVE A MINIMUM OF 1/2" CLEARANCE AT
ENDS OF COMPONENTS.
4. CONTINUOUS SPACER BAR TO BE
LOCKED TO COMPONENTS ON UNATTACHED
WALL.
5. COMPONENT TERMINAL ENDS MUST BE
SUPPORTED BY A 12 GA. HANGER WIRE ON
ALL WALLS.
TWO OPPOSITE ADJACENT PROVIDE 1/2"
SPACE, NO POP RIVETS.
*DSA REQUIRES 4 TIGHT WRAPS ON BRACE
WIRES OTHERS GET 3 TIGHT WRAPS
TYP. 4'-0" O.C. (3
TIGHT WRAPS)
ROOF FRAMING - REFER
TO STRUCTURAL
2X SOFFIT FRAMING @ 16" O.C.
2X BRACING ATTACH @ 4'-0" O.C. TO
STRUCTURAL FRAMING OR 24" O.C. TO
BLOCKING
SCHEDULED CEILING
WALL PER PLAN
CORNER BEAD
SCHEDULED FINISH - TYP
REFER TO RCP
REFER TO RCP
0' - 6"
BUILDING SLAB
FLOOR FINISH
PER PLAN
WALL BASE PER PLAN
WALL FINISH PER ELEV
WALL PER PLAN
WALL TILE THINSET OVER
MOISTURE RESISTANT
GYPSUM WALL BOARD
FLOOR FINISH PER
SCHEDULE
CONC. CURB WHERE OCCURS
ANODIZED ALUMINUM 3/8"
COVE SHAPE PROFILE
WALL TILE HEIGHT VARIES
NOTE:MIN. OF TWO-INCH WIDTH FOR THE ARMSTRONG CEILING SYSTEM
SUSPENDED CEILING PERIMETER
CLOSURE ANGLES.
ARMSTRONG CEILING SYSTEM
WALL TILE THINSET OVER
MOISTURE RESISTANT
GYPSUM WALL BOARD
ANODIZED ALUMINUM
SCHLUTER JOLLY SHAPE
PROFILE
WALL TILE HEIGHT VARIES
CARPET
1/4" - 3/8"
(IF > 1/4" HIGH, THEN
PROVIDE 1:2 BEVEL)
1/8"
FINISH PER
SCHEDULE
ALUMINUM
TRANSITION STRIP
WITH 1:2 BEVEL
FRAMING - REFER
TO STRUCTURAL
2X SOFFIT FRAMING @ 16" O.C.
2X BRACING ATTACH @ 4'-0" O.C. TO
STRUCTURAL FRAMING OR 24" O.C. TO
BLOCKING
CORNER BEAD
SCHEDULED FINISH - TYP
REFER TO RCP
REFER TO RCP
2X SOFFIT FRAMING @ 16" O.C.
2X BRACING ATTACH @ 4'-0" O.C. TO
STRUCTURAL FRAMING OR 24" O.C. TO
BLOCKING
SCHEDULED CEILING
CORNER BEAD
SCHEDULED FINISH - TYP
REFER TO RCP
REFER TO RCP
0' - 6"
REFER TO RCP
S
E
E
ELE
VA
TIO
N
S
PLAN AT TOP OR
BOTTOM LANDING
R 1"
36" TO FF
(34" MIN. TO 38" MAX.)
CROSS SECTION
2" M
A
X.)
1 1/2" O
D
(1.25" MIN.,
1' - 0"
INTERIOR: WOOD OR
EXTERIOR: PREMANUFACTURED
EXTERIOR GRADE
METAL HANDRAIL;
PROVIDE SUBMITTAL
FOR ARCHITECTS
APPROVAL.
3/8" LAG BOLT; 4" DEEP
EMBED TO SOLID
BLOCKING OR POST;
VERIFY SPACING PER
MANUF., AS REQ'D BY
CODE.
ELEVATION
WALL FINISH
STUD OR POST
PER PLAN
HORIZONTAL
EXTENSIONS TYP.
AT LANDINGS
1 1/2" Min.
36" to Top Of Tread(34" Min to 38" Max.)
ATTACH
BLOCK TO
STUD @ EACH
END W (3) 16D
NAILS
RETURN RAIL
TO WALL
Min.
1 1/2"
TREADS & LANDING SURFACES SHALL BE STABLE, FIRM & SLIP RESISTANT.
STAIR TREADS & RISERS SHALL BE OF UNIFORM SIZE AND SHAPE.
ALL NOSING SHALL BE UNIFORM SIZE, INCLUDING EDGE OF FLOOR AT TOP OF FLIGHT EXTERIOR STAIRS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER.
TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48 IN ANY DIRECTION.
NOTES:
1. 2.
3. 4.
LEADING EDGE
MAX. 1/2" RADIUS,
TYP.
UNDERSIDE OF
NOSING CURVED
OR BEVELED MAX.
1/2"
LOCATE STRIPE
MAX. 1" FROM NOSE
SOLID RISER: VERTICAL OR
ANGLED, MAX. 30° FROM
VERTICAL RISER HEIGHT 4" MIN. - 7" MAX
TREAD DEPTH
MIN. 11"
FINISH SURFACE
VARIES PER PLANS
3" WIDE CONTRASTING STRIPE OF
SLIP-RESISTANT MATERIAL MIN 2"
TO MAX 4"; FULL WIDTH OF STAIR
INTERIOR STAIRS: PROVIDE AT
UPPER APPROACH & LOWER
TREAD ONLY
EXTERIOR STAIRS: PROVIDE AT
ALL TREADS (PAINTED OR
GROOVED STRIPES NOT
ACCEPTABLE; MATERIAL SHALL BE
AT LEAST AS SLIP RESISTANT AS
TREADS)
MINIMUM HANDRAIL
EXTENSION OF 12" PLUS
THE WIDTH OF ONE
TREAD REQUIRED AT
EACH BOTTOM RISER
(CBC 2016 11B-505.10.3)
12"
12" MINIMUM HORIZONTAL HANDRAIL EXTENSION
REQUIRED AT EACH TOP RISER
HANDRAILS AND HANDRAIL EXTENSIONS
SHALL BE 34" TO 38" ABOVE NOSING TREADS
AND BE CONTINUOUS.
TOP & BOTTOM
EXTENSIONS SHALL
RETURN TO A WALL,
GUARD, OR THE
LANDING SURFACE, OR
SHALL BE CONTINUOUS
TO THE HANDRAIL OF
AN ADJACENT STAIR
FLIGHT. (CBC 2016
11B-505.10)
12" MIN.
HANDRAIL REQUIREMENT:
WHERE REQ'D: STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATED EQUIDISTANT FROM SIDES OF STAIRWAY.
INTERMEDIATE HANDRAILS SHALL BE LOCATED IN SUCH A MANNER THAT ALL PORTIONS OF THE STAIRWAY WIDTH REQ'D FOR EGRESS CAPACITY ARE WITHIN 30 INCHES OF A HANDRAIL (CBC 2016 1014.9)
WIDTH
ONE
TREAD
T
Y
P.
3' - 0"
WHERE PROVIDED, GUARDRAILS SHALL NOT BE
LESS THAN 42" ABOVE LEADING EDGES OF TREAD
NOSINGS
A-903
51 A-903
53 NOTE: THE FOLLOWING GA FILE IS PROVIDED AS REFERENCE FOR MINIMUM CONSTRUCTION REQUIREMENTS TO MEET 1-HOUR FIRE RATING OF THE STAIR ASSEMBLY.
GA File No. FC 5406 1 HOUR
SOLID RISER: 3/4" PLYWOOD PER
STRUCTURAL
STRINGER PER STRUCTURAL,
24" O.C. MAX PER FIRE-RATED
ASSEMBLY
(2) LAYERS 5/8" TYPE 'X'
GYPSUM SHEATHING.
.
3" x 3" x 42" BRUSHED
STAINLESS STEEL
CORNER GUARD
CONTINUOUS BEAD
OF SEALANT AROUND
PERIMETER
BASE PER FINISH PLAN
3" . 42"
HEAVY DUTY
ADHESIVE ON EACH
WING IN ZIGZAG
PATTERN
3"
ACOUSTICAL CEILING TILES.
FASTEN RUNNER TO WALL-ATTACH ONE
SIDE ONLY, OPPOSITE SIDE TO BE FREE
BLOCKING
WALL FRAMING-REFER TO FLOOR
PLANS FOR WALL TYPES
12 GA. WIRE @ 4'-0" EA.
WAY W/ MIN. 4 TIGHT
TURNS IN 1 1/2" BOTH
ENDS TYP.
MAIN "T" RUNNER
SEE RCP FOR
CEILING HT.
STANDARD HEIGHT
FOUNTAIN
ACCESSIBLE
FOUNTAIN
THE SPOUT SHALL PROVIDE A FLOW OF WATER 2" HIGH MIN. AND SHALL BE LOCATED 5" MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 2 INCHES FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND 5 INCHES MAX. FROM THE FRONT ON THE UNIT THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX. 36" MAX.
18" MIN. CLR.
5" MAX.
32" MIN. CLR.
36" MIN. IF ALCOVE
DEPTH IS >24"
19" MAX.15" MIN
OPERABLE PARTS SHALL
COMPLY WITH 11B-309 THE
FLOW OF WATER SHALL BE
ACTIVATED BY A MANUALLY
OPERATED SYSTEM. FRONT
MOUNTED OR SIDE MOUNTED
& LOCATED WITHIN 6" OF THE
FRONT EDGE OF THE
FOUNTAIN OR AN AUTOMATIC
ELECTRONICALLY
CONTROLLED DEVICE.
38" MIN. 43" MAX.
-TOE AND KNEE CLEARANCE
SHALL BE PROVIDED AS PER
11B 306.3 SEE DETAIL
REF 11B 602
48" HANDRAIL SPACE
-MOUNTING SHALL BE PER
MANUFACTURER INTO SOLID
BACKING PLATE
2'-7" KNEE CLR.
1 2
CBC 2022 11B-303.2 & 11B-303.3 THRESHOLDS.
11B-303.2: CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. 11B-303.3: CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM) HIGH MINIMUM AND 1/2 INCH (12.7 MM) HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.
M
AX.
1/4"
M
AX.
1/4" M
AX.
1/2"
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:45 P
M
ARCHITECTURAL DETAILS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-903
09/27/2024
JP
SD, DDA, AK JP
BID SET
A-111 A-903 SCALE: 1" = 1'-0"
21 SOFFIT FRAMING
A-903 SCALE: 3" = 1'-0"
13 WALL BASE
A-903 SCALE: 3" = 1'-0"
24 CERAMIC TILE WALL-BASE
A-903 NTS
32 ACT CEILING - INSTALLATION1
A-903 NTS
33 ACT SYSTEM - SEISMIC BRACING1
A-903 SCALE: 3" = 1'-0"
23 CERAMIC TILE WALL-EDGE
A-903 SCALE: 6" = 1'-0"
14 CARPET TO RESILIENT TILE REDUCER
A-903 SCALE: 1" = 1'-0"
11 SOFFIT FRAMING - GWB CEILING
A-903 SCALE: 1" = 1'-0"
22 SOFFIT FRAMING @ COUNTER - GWB AND A.C.T.
A-903 SCALE: 3" = 1'-0"
43 HANDRAIL DETAIL
A-903 A-903 SCALE: 1 1/2" = 1'-0"
51 STAIR - CODE COMPLIANCE
A-903 NTS
41 STAIR & RAIL EXTENSION
A-903 A-903 SCALE: 1 1/2" = 1'-0"
53 RATED STAIR AND LANDING ASSEMBLY
A-903 NTS
34 CORNER GUARD
A-903 SCALE: 3" = 1'-0"
31 ACOUSTIC CEILING GRID DETAIL
A-903 NTS
54 HI-LO DRINKING FOUNTAIN
A-903 NTS
44 DOOR THRESHOLD
HARDWOOD WALL CAP WITH
RIADUSED CORNERS, STAIN.
WALL ASSEMBLY PER PLAN
1 1/2"
R 0' - 0 1/2"
NEW METAL PANEL BARRIER
STAIR RUN ABOVE
FINISH MATERIAL TO MATCH
STAIR ACCENTS
WELDABLE STEEL 2" WIDE STRAP
ANGLE. ATTACH TO STRINGER
PREFABRICATED DECORATIVE
METAL ELEMENT
BOLT
NEW METAL GATE CONNECT TO
(E) DOOR / WINDOW SYSTEM.
VERIFY EXISTING IN FIELD AND
CONNECT AT MULLION
EXISTING WOOD DOOR
WITH FULL LITE BEYOND
EXISTING DOOR
POST
METAL PANEL
PLAN VIEW
2.5X2.5x1/4 HSS STEEL
COLUMN
2X4 BLOCKING
1/2" GYPSUM WALL BOARD
TITEN HD SCREW
ANCHOR
2X6 LUMBER @ 32" O.C.
SCREW
6 3/4"
WELDABLE STEEL
ANGLE
RETROFIT STEEL PLATE
4X2.5x1/4 HSS STEEL COLUMN
2X4 BLOCKING
2 1/2"
GYPSUM WALL BOARD
2X6 DOUBLE TOP
PLATE
TITEN HD SCREW ANCHOR
WALL BASE
FINISH
FLOOR
(E) CONCRETE SLAB
42"
23 A-911
1 1/2"
3 1/2"
SOLID WOOD WINDOW FRAME
WITH 3/8" CLEAR TEMPERED
GLASS PANELS. EASED EDGE AT
ALL CORNERS, SEE ELEVATIONS
FOR DIMENSIONS
1 1/2"
3 1/2"
SOLID WOOD WINDOW FRAME
WITH 3/8" CLEAR TEMPERED
GLASS PANELS. EASED EDGE AT
ALL CORNERS, SEE ELEVATIONS
FOR DIMENSIONS
PROVIDE J-BEAD AT
CORNERS, FINISH CAULK
AT WOOD TRIM
SOLID WOOD WINDOW
FRAME WITH 3/8" CLEAR
TEMPERED GLASS PANELS.
EASED EDGE AT ALL
CORNERS, SEE ELEVATIONS
FOR DIMENSIONS
PROVIDE J-BEAD
AT CORNERS,
FINISH CAULK
AT WOOD TRIM
3 1/4"
3/4"
3/4" SOLID WOOD
TRANSACTION TOP
SOLID WOOD WINDOW
FRAME WITH 3/8" CLEAR
TEMPERED GLASS PANELS.
EASED EDGE AT ALL
CORNERS, SEE ELEVATIONS
FOR DIMENSIONS
6"
MITER CORNERS
4" 1 1/2"
4"
5/8" GYP. BD
BOTH SIDES
VERIFY
METAL STUD
DOOR FRAME
DOOR REFER
TO DOOR
SCHEDULE
1 15/16"VARIESVARIES
1/2" 1/2"
THROAT OPENING = PARTITION
WIDTH + 1/8" MIN
5/8" 2"
GAGE AS
SPECIFIED
STANDARD DOOR FRAME
HEAD
JAMB
PARTITION
DOOR FRAME
DOOR DIMENSION
FINISH REFER
TO SCHEDULE
4"
(E) METAL DECK W/ CONCRETE
MIN CLR
1 1/8"
45°
METAL STUD TOP TRACK; 3
FLUTES MIN. LENGTH
FOLD OVER LEGS OF STUD
ATTACH KICKER TO
STRUCTURE ABOVE W/ .145"
DIA. POWER DRIVEN FASTENER
MIN. 1-1/4" EMBEDMENT
SEISMIC BRACING SAME SIZE
AS STUD AT 48" O.C.
ALTERNATING EACH DIRECTION
(3) #10 SHEET METAL SCREW
REFER TO PARTITION PLAN
TOP TRACK ATTACHED TO
KICKER WITH #8 TEK SHEET
METAL SCREWS. DO NOT
ATTACH TO GRID SYSTEM
GYPSUM BOARD
ASSEMBLIES GYPSUM
ASSOCIATION OR
EQUAL AS PER ICC
ESR 1338
POWER-DRIVEN
FASTENERS HILTI OR
EQUAL AS PER ICC
ESR 1663
METAL STUDS /TRACK
SYSTEM DIETRICH OR
EQUAL AS PER ICC
ESR 1166P
METAL BRACING TO
STRUCTURE ABOVE
BASE PER FINISH
SCHEDULE
A-911
31 2"
FINISHED FLOOR
ADD WOOD BLOCKING AS
REQUIRED FOR SUPPORT
OF TRANSACTION TOP
3 5/8" 20 GA MTL
STUD @ 24" O.C.
WAITING AREA OFFICE/RECEPTION
AREA
PRODUCT CODE REPORT NUMBER MANUFACTURER
(OR APPROVED EQ)
TYPE 'X' GYPSUM BOARD
METAL STUDS/TRACK SYSTEM
POWER DRIVEN FASTENERS
ICC
ICC
ICC
ESR 1338
ESR 1166P / LARR 25889
ESR 1163 / LARR 25646
GYPSUM ASSOCIATION
CLARK DIETRICH™
HILTI, INC.
METAL BRACING TO
STRUCTURE ABOVE
BASE PER FINISH
SCHEDULE
A-911
31 2"
FINISHED FLOOR
ADD WOOD BLOCKING AS
REQUIRED FOR SUPPORT
OF TRANSACTION TOP
3 5/8" 20 GA MTL
STUD @ 24" O.C.
WAITING AREA
OFFICE/RECEPTION
AREA
PRODUCT CODE REPORT NUMBER MANUFACTURER
(OR APPROVED EQ)
TYPE 'X' GYPSUM BOARD
METAL STUDS/TRACK SYSTEM
POWER DRIVEN FASTENERS
ICC
ICC
ICC
ESR 1338
ESR 1166P / LARR 25889
ESR 1163 / LARR 25646
GYPSUM ASSOCIATION
CLARK DIETRICH™
HILTI, INC.
PAINT COLOR TBD
P-LAM INSET,
COLOR TBD
SOLID WOOD,
CHERRY,
MATCH ARCHITECTS
SAMPLE
LOCK AT SLIDING WINDOWS
SLIDING GLASS WINDOW
TRACK RECESSED 1/2"
WOOD TOP
SEE TRACK SPECIFICATIONS
A
C
C
E
S
SIBLE
2'-10" A
D
A
S
E
E
ELE
VA
TIO
N
S
V
E
RIF
Y
0.157" DIA. SIMP "PDPA
POWER ACTUATED
FASTENER @ 32" O.C.
STUD WALL PER PLAN
CONCRETE FLOOR
2X PT SILL PLATE
FOAM TAPE
NOTE: FOR INTERIOR, NON-BEARING PARTITIONS ONLY
RAILING BRACKET
POST BRACKET
PANEL
CARRIAGE BOLT,
WASHER AND LOCKNUT
RAILING
PANEL FLANGE
POST ASSEMBLY PER
MANUFACTURER
2X FRAMING
1/2" GYPSUM
WALL BOARD
CORNER BEAD
EXISTING WALL PER
PLAN
P
E
R
PLA
N
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:47 P
M
ARCHITECTURAL DETAILS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-911
09/27/2024
JP
SD, DDA, AK JP
A-401 A-911 SCALE: 3" = 1'-0"
BID SET
24 WOOD WALL CAP
A-911 SCALE: 3" = 1'-0"
12 GATE TO STAIR CONNECTION
A-911 SCALE: 3" = 1'-0"
11 METAL PANEL BARRIER TO DOOR FRAME
A-911 A-911 SCALE: 3" = 1'-0"
23 HALF-WALL END DETAIL - PLAN
A-401 A-911 SCALE: 3" = 1'-0"
22 HALF WALL DETAIL
A-911 SCALE: 3" = 1'-0"
53 MILLWORK DETAIL
A-911 SCALE: 3" = 1'-0"
52 MILLWORK DETAIL
A-911 SCALE: 3" = 1'-0"
54 MILLWORK DETAIL
A-911 SCALE: 3" = 1'-0"
51 DOOR JAMB & HEAD DETAIL
A-911 A-911 SCALE: 3" = 1'-0"
31 TOP TRACK CONNECTION
A-911 SCALE: 3" = 1'-0"
43 COUNTER SECTION
A-911 SCALE: 3" = 1'-0"
33 COUNTER SECTION
A-911 SCALE: 3" = 1'-0"
34 INT. STUD WALL FLOOR CONNECTION1
A-911 NTS
41 RAILING ASSEMBLY
A-911 SCALE: 3" = 1'-0"
14 FURRED WALL DETAIL
RESILIENT
BASE
WALL FINISH
1/2"
GYPSUM
WALL BOARD
FINISH FLOOR
CONC. SLAB
WITHOUT CURB
VERIFY ROUGH OPENING
V
E
RIF
Y
R
O
U
G
H
O
P
E
NIN
G
+48" MAX
A.F.F. TO
HANDLE
V.I.F.
DOUBLE TOP AND
BOTTOM BLOCKING
F
I
R
E
E
X
T
I
N
G
U
I
S
H
E
R
FILL CAVITY BEHIND CABINET
WITH BATT INSULATION
#8 X 1.5" WOOD SCREW, ONE
EACH CORNER TO ADJACENT
FRAMING
1" MIN.
GRAPHICS
Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 3/4 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide, except the letter "I," and the minimum spacing between letters shall be not less than 3/8 inch (9.5 mm). Signs larger than the minimum established in this section shall have letter widths, strokes and spacing in proportion to their height.
The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the means of exit sign illumination is or is not energized. If a chevron directional indicator is provided as part of the exit sign, the construction shall be such that the direction of the chevron directional indicator cannot be readily changed.
6" MIN
H
EIG
H
T
3/8" MIN. SPACING
3/4" MIN. STROKE
(EXCEPT FOR LETTER "I")
2" MIN. LETTER WIDTH
CBC 1013.6.1
INTERNALLY ILLUMINATED SIGNS
Electrically powered, self-luminous and photoluminescent exit signs shall be listed and labeled in accordance with UL 924 and shall be installed in accordance with the manufacturer's instructions and Chapter 27. Exit signs shall be illuminated at all times.
CBC 1013.5
EXTERNALLY ILLUMINATED EXIT SIGNS
Externally illuminated exit signs shall comply with Sections 1013.6.1 through 1013.6.3.
CBC 1013.6
WHERE REQUIRED
Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or the path of egress travel is not immediately visible to the occupants. Intervening means of egress doors within exits shall be marked by exit signs. Exit sign placement shall be such that any point in an exit access corridor or exit passageway is within 100 feet (30 480 mm) or the listed viewing distance of the sign, whichever is less, from the nearest visible exit sign.
EXCEPTIONS:
1. Exit signs are not required in rooms or areas that require only one exit or exit access.
2. Main exterior exit doors or gates that are obviously and clearly identifiable as exits need not have exit signs where approved by the building official.
3. Exit signs are not required in occupancies in Group U and individual sleeping units or dwelling units in Group R-1, R-2 or R-3 or R-3.1.
4. Exit signs are not required where inmates are housed, or held in dayrooms, sleeping rooms or dormitories in occupancies in Group I-3.
5. In occupancies in Groups A-4 and A-5, exit signs are not required on the seating side of vomitories or openings into seating areas where exit signs are provided in the concourse that are readily apparent from the vomitories.
Egress lighting is provided to identify each vomitory or opening within the seating area in an emergency.
CBC 1013.1
DIRECTIONAL CHEVRON
SHALL NOT BE READILY
CHANGED.
REFER TO CODE PLAN
FOR INDICATED
DIRECTION
ROOM ID
DEPTH:
RAISED 1/32" MIN. ABOVE
BACKGROUND
CHARACTERS:
UPPERCASE, SANSERIF, NOT
ITALIC, WIDTH OF "0" SHALL BE
60% MIN. TO 110% MAX. OF "1"
HEIGHT:
ROOM ID TEXT TO BE 1" HIGH,
TYP.
STROKE:
THICKNESS OF "1" SHALL BE 15%
MAX. OF HEIGHT
3/8" MIN., 1/2" MAX.
CORRESPONDING GRADE II BRAILLE
NOTE:
PERMANENT SIGNAGE TO BE
INSTALLED ON THE WALL
ADJACENT TO THE LATCH
SIDE OF THE DOOR.
MOUNTING LOCATION MUST
ALLOW A PERSON TO
APPROACH WITHOUT
ENCOUNTERING PROTRUDING
OBJECTS OR STANDING
WITHIN THE SWING PATH OF
THE DOOR.
60" M
A
X.
18 74
CHARACTER SPACING
WIDTH MAX. RECTANGULAR
1/8" MIN. TO 4 TIMES STROKE
STROKE WIDTH MAX.
1/16" MIN. TO 4 TIMES
NON RECTANGULAR RECTANGULAR
ROOM
48" MIN.
18" SQ. CLR. FLOOR AREA
CENTERED ON SIGN &
CLEAR OF DOOR SWING
INSTALLATION, HEIGHT AND LOCATION
RAISED CHARACTERS
REF: 2022 CBC 11B-703
EXIT
EXIT SIGNAGE
3/8" MIN.
DEPTH:
RAISED 1/32" MIN. ABOVE
BACKGROUND
CHARACTERS:
UPPERCASE, SANSERIF, NOT
ITALIC, WIDTH OF "0" SHALL BE
60% MIN. TO 110% MAX. OF "1"
HEIGHT:
TEXT TO BE 1" HIGH,
TYP.
STROKE:
THICKNESS OF "1" SHALL BE 15%
MAX. OF HEIGHT
3/8" MIN., 1/2" MAX.
8"
4" 4"
6"
⠑⠭⠊⠞
⠗⠕⠕⠍ ⠊⠙
3/8" MIN.
4"
2' - 10".
2" FIN. FLOOR
8" MIN.
1' - 11 1/4" 3/4"
19" MIN.
11"
9"
BASE
#14 X 4" CTSK WOOD SCREW
AT 16" O.C. (GALVANIZED)
#12 X 3" COUNTER SINK WOOD
SCREW AT 16" O.C. (GALVANIZED)
PROVIDE P.L. COVER FOR ALL
SCREWS
2X PT WOOD BASE, TYP.
3"
4"
2x4 PT DOUG FIR FULL
LENGTH OF CABINET
RESILIENT FLOOR, WHERE
OCCURS
HILTI LOW VELOCITY X-U
POWER DRIVEN FASTENERS
@ 16" O.C.
2x4 PT DOUG FIR
CONTINUOUS
WALL SUBSTRATE, PER PLAN
1 1/2"
#14 X 4" FH WOOD SCREW @
16" O.C. MAX.
MELAMINE W/ EDGE BAND
CASEWORK, PER INTERIOR
ELEVATIONS
CONCRETE SLAB, TYP.
PROVIDE SLEEVE NUTS AND
SCREW FASTENERS BETWEEN
EACH CABINET UNIT AT TOP &
BOTTOM, FRONT & BACK
4x6 BLOCKING
REFER TO
4"
1/2" SHIM TO PROVIDE SOLID
BACKING. ATTACH TO BLOCKING
WITH (2) 7d NAILS @ 16" O.C.
#12 WD SCREWS @ 16" O.C. (MIN.
2 PER CABINET). MIN. 3" EMBED
INTO STUD OR BLOCKING
TOP OF COUNTER
REF. TO INT. ELEVATIONS
FRP PANEL WHERE OCCURS.
ADHESIVE APPLIED PER
MANUFACTURER
METAL EDGE MOLDING PER
MANUFACTURER
SEALANT, TYP.
INSULATION, WHERE OCCURS
PROVIDE SPLASH RETURN AT
ADJACENT WALLS AND FULL
HEIGHT CABINETS
TOP OF UPPER CABINET
REF. TO INT. ELEVATIONS
FRP PANEL WHERE OCCURS.
ADHESIVE APPLIED PER
MANUFACTURER
METAL EDGE MOLDING PER
MANUFACTURER
SEALANT, TYP.
INSULATION, WHERE OCCURS
#8 X 1/2" PAN HEAD SCREWS
(2) A35 CLIPS PER UPPER
CABINET, TYP.
5/8" MDO
4X6 BLOCKING
REFER TO
1/2" SHIM TO PROVIDE SOLID
BACKING. ATTACH TO BLOCKING
WITH (2) 7d NAILS @ 16" O.C.
#12 WOOD SCREWS @ 16" O.C.
(MIN. 2 PER CABINET) MIN. 3"
EMBEDDING INTO STUD OR
BLOCKING
4X6 BLOCKING
REFER TO
1/2" SHIM TO PROVIDE SOLID
BACKING. ATTACH TO BLOCKING
WITH (2) 7d NAILS @ 16" O.C.
#12 WOOD SCREWS @ 16" O.C.
(MIN. 2 PER CABINET) MIN. 3"
EMBEDDING INTO STUD OR
BLOCKING
H
EIG
H
T* H
EIG
H
T* 4" H
EIG
H
T*
2"
FIN. FLOOR
DEPTH*
DEPTH*
ADJUSTABLE SHELVES, WHERE
OCCUR*
PROVIDE BACK SPLASH RETURN
AT ADJACENT WALLS AND FULL
HEIGHT CABINETS
BACK OF CABINET, 1/2" THICK
MIN.
SHELF, WHERE OCCURS*
DOORS
NOTE:
*PER INTERIOR ELEVATIONS
TOP OF UPPER CABINET
REF. TO INT. ELEVATIONS
EASED EDGE
DUST CLOSURE PANEL
BASE, REFER TO FINISH
SCHEDULE
ELEVATION
WOOD STUDS, REF. TO
STRUCTURAL
2X6 BLOCKING
CONNECT EACH END OF
BLOCKING TO STUD IN ANY
MEHTOD DETAILED BELOW AT
CONTRACTOR'S OPTION, U.O.N.
OFFSET AT EACH STUD BAY TO
AVOID FASTENER CONFLICT
USE: #10 WOOD SCREW MIN. TO ATTACH ACCESSORIES TO BLOCKING, U.O.N.
FOR: MIRRORS, FLAT SIGNS, TACKBOARDS, CHALKBOARDS, MARKER BOARDS, BULLETIN BOARDS, FRAMED ARTWORK.
NOTES:
1. DO NOT CUT OR NOTCH STUDS TO INSTALL BLOCKING
2. VERIFY LENGTH, HEIGHT, QUANTITY, AND LOCATION FOR BLOCKING WITH
ARCHITECTURAL DETAILS AND ACCESSORY MANUFACTURER
3. EXTEND BLOCKING TO FIRST STUD PAST END OF ACCESSORY
4. REFER TO STRUCTURAL DETAILS FOR MINIMUM LOAD LIMITS ON BLOCKING (AT 2X STUD ONLY)
(3) 16d END NAILS
2x STUD
2x6 BLOCK
(4) 8d TOE NAILS
1-TOP & BOTTOM
2-ON FACE FLUSH
W/ STUD
STUD, ANY
THICKNESS
2x6 BLOCK
STUD, ANY
THICKNESS
2x6 BLOCK
SIMPSON A21 TOP
& BOTTOM (2-8d
NAILS TO EACH
MEMBER)
METHOD A
METHOD B
METHOD C
A
A
SECTION A-A
PLAN
2X6 BLOCKING
WOOD STUDS
ELEVATION SECTION
PLAN
"SIMPSON" A35 AT EACH
END OF BLOCKING.
ALTERNATE TOP &
BOTTOM, TYP.
OFFSET BLOCKING AT
EACH STUD BAY TO
AVOID FASTENER
CONFLICT
WOOD STUDS, REF. TO
STRUCTURAL
4X6 BLOCKING
USE: #12 WOOD SCREW MIN. TO ATTACH
ACCESSORIES TO BLOCKING, U.O.N.
FOR: TOILET & BATH ACCESSORIES,
DOOR STOPS, DOOR HOLDERS,
CABINETS, DISPLAY CABINETS, TOILET
PARTITIONS
NOTES:
1. DO NOT CUT OR NOTCH STUDS TO INSTALL BLOCKING
2. VERIFY LENGTH, HEIGHT, QUANTITY, AND LOCATION FOR BLOCKING WITH
ARCHITECTURAL DETAILS AND ACCESSORY MANUFACTURER
3. EXTEND BLOCKING TO FIRST STUD PAST END OF ACCESSORY
4. REFER TO STRUCTURAL DETAILS FOR MINIMUM LOAD LIMITS ON BLOCKING USE: # 14 WOOD SCREW MIN. OR 1/4"
DIAMETER WOOD SCREW MIN. TO ATTACH
ACCESSORIES TO BLOCKING, U.O.N.
FOR: HANDRAILS, GRAB BARS, SHOWER
SEATS, SHELF BRACKETS, COUNTERTOP
BRACKETS, URINAL SCREENS, WATER
HEATER STRAPS, SINK BRACKETS, ETC.
A
A
A-A
GYPSUM BOARD (O/PLYWD
SHEATHING W.O.) REFER TO
STRUCTURAL
BLOCKING
COUNTERTOP AND
BACKSPLASH (WHERE APPLIES)
PROVIDE METAL SUPPORT @4'-0"
O.C. MIN WHERE COUNTER SPAN
IS GREATER THAN 4'-0", REFER TO
METAL SUPPORT DETAIL
1/2" THRU-BOLTS
WALL FRAMING PER
STRUCTURAL
NOTE:
PROVIDE GROMMETS ON
COUNTERTOP ABOVE OUTLETS
PROVIDE 1X2 LEDGER ON
SIDES OF COUNTERTOP
THAT MEET WALL FRAMING
FINISH FLOOR
PULL HADRWARE,
ARCHITECT TO SELECT
SCHEDULED FINISH -
REFER TO FINISH PLANS
COUNTERTOP AND
BACKSPLASH WHERE
OCCURS. REFER TO
INTERIOR ELEVATIONS
AND FINISH PLANS.
DRAWER
DRAWER
DRAWER
DRAWER
4 E
Q
U
AL D
R
A
W
E
R
S
1/4" DRAWER BOTTOM WITH
3/4" BACK AND SIDES.
PROVIDE SOFT CLOSE
DRAWER SLIDES - U.O.N.
FINISH FLOOR
PULL HADRWARE,
ARCHITECT TO SELECT
3/4" ADJUSTABLE SHELF -
PROVIDE PEGS AND SHOP
DRILLED HOLES, TYP.
SCHEDULED FINISH -
REFER TO FINISH PLANS
COUNTERTOP AND
BACKSPLASH WHERE
OCCURS. REFER TO
INTERIOR ELEVATIONS
AND FINISH PLANS.
PROVIDE SOFT CLOSE DOOR
HINGES - U.O.N.
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk D
ocs://3090-03 Signal Hill City
H
all/3090-01 Signal Hill.rvt
10/11/2024 2:14:49 P
M
ARCHITECTURAL DETAILS
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-912
09/27/2024
JP
SD, DDA, AK JP
BID SET
A-912 SCALE: 3" = 1'-0"
11 GWB TERMINATION AND BASE
A-912 SCALE: 1 1/2" = 1'-0"
12 INT. FIRE EXTINGUISHER CABINET
A-912 SCALE: 1" = 1'-0"
22 ACC. ILLUMINATED EXIT SIGN
A-912 SCALE: 3" = 1'-0"
32 ACC. ROOM SIGNAGE
A-912 SCALE: 1 1/2" = 1'-0"
43 ACC. CABINET DETAIL
A-912 SCALE: 3" = 1'-0"
54 CABINET DETAIL - BASE
A-912 SCALE: 3" = 1'-0"
53 CABINET DETAIL - COUNTER
A-912 SCALE: 3" = 1'-0"
52 CABINET DETAIL - UPPER
A-912 SCALE: 1" = 1'-0"
42 CABINET SECTION - UPPER & LOWER
A-912 SCALE: 1" = 1'-0"
14 TYP. 2X BLOCKING
A-912 SCALE: 1" = 1'-0"
23 TYP. 4X BLOCKING
A-912 SCALE: 3" = 1'-0"
24 WORK AREA/COUNTERTOP SUPPORT
A-912 SCALE: 1" = 1'-0"
33 BASE CABINET WITH DRAWERS
A-912 SCALE: 1" = 1'-0"
34 BASE CABINET WITH DOOR
1/4" 1/4"
1/4" 1/4" 1/4" 1/4"
1/4" 1/4"
1/4" 1/4" 1/4" 1/4" 1/4" 1/4"
2 1/2" 1/2"1"
7"
1/2"
1 3/4"
1/2"
3 1/4"
1/2"
1"
10" 1/2" 2 1/2" 1 1/2"
4"
1/4" 1/4" 4" 1/2" 2 1/2"
1"
1/2"
2 1/2"
1/2"
1/2"
4"
1/2"
2 1/2"
2" 1/2" 2 1/2"
1/4"
1"
1/2"
4" 1/2" 5 1/2"
2"
1/2"
1"
1/2"
4 1/2"
4" 1/2" 4"
3 1/2"
1/2"
1 1/2"
1/2"
1 1/2"
1/2"
3 1/2"
1/2"
4 1/2"
1/4" 2" 1/4" 2" 1/2" 2 1/2"
1/2"
1 1/2"
1/2"1/2" 2 1/2"
3 1/2"3 1/2"
2 1/2" 1"
1/2"
1"
1/2"
1 1/2"
1/4" 7" 1/2"1"1/2"1"
1"
1/2"
1"
1/4" 11 1/2"
2"
1"1/2"1"1/2" 4" 1/2" 2 1/2"
1"
1/2"
1"
1"1/2"1"
1' - 3 3/4"
1' - 10 1/4"
1/2" BETWEEN MODULES
PATTERN DESIGN MODULE
PATTERN ZONES
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2024
RRM IS A CALIFORNIA CORPORATION
CONSULTANT
AGENCY
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
Autodesk Docs://3090-03 Signal Hill City Hall/3090-01 Signal Hill.rvt 10/11/2024 2:14:49 PM
ARCHITECTURAL DETAILS - METAL
PANEL
SIGNAL HILL CITY HALL - LOBBY
MODERNIZATION
2175 Cherry Ave, Signal Hill, CA 90755
3090-01-CU23
A-913
09/27/2024
JP
SD, DDA, AK JP
A-601 A-913 SCALE: 3" = 1'-0"
BID SET
55 Gate Pattern A