Agenda packet — Baldwin Park City Council, February 21, 2024 (part 2 of 3)

DOCUMENTS ATTACHED
The following documents are attached to and, by this reference, are made part of this AGREEMENT:

No. 1 – Legal Description of the Property and/or Properties No. 2 – Map showing Property and its or their location(s) No. 3 – CITY Cannabis Permit Application Form
No. 4 – Landlord Consent
No. 5 – Personal Guaranty
No. 6 -- Project Plan
No. 7 –Three years revenue projections from date of execution of AGREEMENT No. 8 – California State License Type (Retail), when issued by the DCC No. 9- Checklist for Determination of Renewal of AGREEMENT by CEO (per § 3.4, herein)

[Signatures on next page]

IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be executed as of the dates written above.

CITY OF BALDWIN PARK
By:

Emmanuel J. Estrada, Mayor

RD X CATALYST BALDWIN PARK
ATTEST:

By: ------------
Christopher Sae nz City Clerk
Approved as to Form:

By:

Julia Sylva, Special Counsel
Commercial Cannabis Activity,
City of Baldwin Park
Approved as to Form:
�,k By: ----------�--
Jordan Ferguson, Venable LLP

Page 25 of 33 ends

Page 26 of 33 ends

No. 1 - Legal Description of the Property and/or Properties Common Address:

13467 Dalewood Street, Baldwin Park, CA 91706-6301

Assessor’s Parcel Number: 8559-003-018

Page 27 of 33 ends

No. 2 – Map showing Property and its or their location(s)

Page 28 of 33 ends

No. 3 – CITY Cannabis Permit Application

Page 29 of 33 ends

No. 4 – Landlord Consent, if applicable

Page 30 of 33 ends

No. 5 – Personal Guaranty

Page 31 of 33 ends

No. 6 – Project Plan

Page 32 of 33 ends

No. 7 – Financial Projections

Page 33 of 33 ends

No. 5 – California State License Types

Retail: State License Type:

PROJECT DIRECTORY
SEAN FREITAS ARCHITECT, INC. (C23563, N8133) | (916) 580‐9981 | [email protected] | GRAPHIA.COM
ARCHITECT | ENGINEER
100 GATEWAY DRIVE, SUITE 120, LINCOLN, CA 95648
DESIGN NARRATIVE
THE SCOPE FOR CONSTRUCTION WORK INCLUDES REMODELING EXISTING COMMERCIAL/INDUSTRIAL BUILDING LOCATED AT 13467 DALEWOOD STREET, BALDWIN PARK, CA 91706 (APN: 8559‐003‐018).

FOR A NEW CANNABIS DISPENSARY. SCOPE OF WORK SHALL INCLUDE: DEMO WORK, ACCESSIBILITY UPGRADES, NEW WALLS, RETAIL AREA, PROCESSING SPACES, STORAGE AND RELATED DATA, SECURITY, MECHANICAL, ELECTRICAL, PLUMBING AND SITE AND SIG NAGE IMPROVEMENTS.

APPLICABLE BUILDING CODES
TITLE‐19, CALIFORNIA CODE OF REGULATIONS, PUBLIC SAFETY, SFM REGULATIONS 2022 CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, PART 1
2022 CALIFORNIA BUILDING CODE (CBC), TITLE 24, PART 2
2022 CALIFORNIA ELECTRICAL CODE (CEC), TITLE 24, PART 3 2022 CALIFORNIA MECHANICAL CODE (CMC), TITLE 24, PART 4 2022 CALIFORNIA PLUMBING CODE (CPC), TITLE 24, PART 5
2022 CA
LIFORNIA ENERGY CODE, TITLE 24, PART 6
2022 CALIFORNIA FIRE CODE (CFC), TITLE 24, PART 9
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC), TITLE 24, PART 11 2022 CALIFORNIA REFERENCED STANDARDS, TITLE 24, PART 12 2022 CBC, CHAPTER 35 AND/OR CFC CHAPTER 45 INCLUDING:

1. 2022 NFPA 13, SPRINKLER SYSTEMS (CALIFORNIA AMENDED)

2. 2022 NFPA 24, FIRE SERVICE MAINS (CALIFORNIA AMENDED)

3. 2022 NFPA 72, FIRE ALARM CODE (CALIFORNIA AMENDED)
BUILDING AREA ANALYSIS
UNCONDITIONED AREA:
...

EXISTING AREA: NEW AREA: TOTAL AREA:
0 SF 0 SF 0 SF
TOTAL UNCONDITIONED AREA: 0 SF 0 SF 0 SF
CONDITIONED AREA:

DISPENSARY (THIS PROJECT) 4,752 SF
TOTAL CONDITIONED AREA: 0 SF
TOTAL BUILDING AREA:

TOTAL BUILDING COVERAGE (INCLUDES COVERED ROOF AREAS):

TOTAL SITE AREA:

TOTAL SITE COVERAGE AREA:
47,571 SF

49.2%
0 SF
0 SF
4,752 SF
20,355 SF 20,355 SF
20,355 SF 20,355 SF
23,513 SF
... 0 SF 0 SF 0 SF
ADJACENT TENANT (NOT IN SCOPE) 15,603 SF 0 SF 15,603 SF ... 0 SF 0 SF 0 SF
BUILDING ANALYSIS
ACTUAL
OCCUPANCY GROUP (CBC, CHAPTER 3):

ALLOWABLE
M, B, F‐1, S
CONSTRUCTION TYPE (CBC, TABLE 601): III ‐B
NUMBER OF STORIES (CBC, TABLE 504.4) CBC 505: 3 (THREE) BUILDING HEIGHT (CBC, TABLE 504.3): 75' ‐0"
BUILDING AREA (CBC, TABLE 506.2): 37,500 SF
BUILDING SETBACK (FRONT): 70' ‐5"
BUILDING SETBACK (REAR): 0'
BUILDING SETBACK (RIGHT): 65' ‐10"
BUILDING SETBACK (LEFT): 0'
FIRE SPRINKLER SYSTEM: YES
FIRE ALARM:

FIRE PROTECTION SYSTEMS:

SMOKE CONTROL SYSTEMS:

YEAR BUILDING OR IGINALLY CONSTRUCTED:

HIGH FIRE HAZARD SAFETY ZONE:

SIESMIC SAFETY JOINTS:

EMERGENCY RESPONDER RADIO COVERAGE:

YES
NO
NO
1969
NO
NO
NO
20,355 SF
18'‐0"
1 (ONE)
III‐B
M
EXTERIOR COLORS

ROOFING
GUTTER
DOORS

WINDOWS
WALL BODY
WALL BODY TRIM
NO CHANGE
NO CHANGE (APPLY 3M SECURITY/TINTING FILM)
NO CHANGE (NEW GREY ACCENT)
NO CHANGE
NO CHANGE
NO CHANGE
DEFERRED APPROVALS
ALL DEFERRED SUBMITTALS MUST BE REVIEWED AND APPROVED BY THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO BEING SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. A NOTATION ON THE PLANS OR A LETTER OF APPROVAL INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GEN ERAL CONFORMANCE TO THE DESIGN OF THE BUILDING MUST BE INCLUDED WITH THE SUBMITTAL. (CBC SEC.107.3.4.1).

DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL.

PLEASE OBTAIN CONCURRENCE OF THE BUILDING OFFICIAL FOR ANY DEFERRED SUBMITTALS LISTED ON THIS SHEET (CBC SEC.107.3.4.1).

DEFERRED SUBMITTALS FOR THIS PROJECT TO INCLUDE:
• NEW SIGNAGE
• NEW DRIVEWAY APRON AND SIDEWALK ALTERATION.

REFERENCE NORTH
SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

VICINITY MAP
A   R   C   H   I   T   E   C   T   U   R   E
&    E   N   G   I   N   E   E   R   I   N   G
G  R  A  P  H  I  A
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 580‐9981
[email protected]
GRAPHIA.com
PROJECT:

THESE DRAWINGS ARE INSTRUMENTS
OF SERVICE AND ARE THE PROPERTY OF
SEAN FREITAS, ARCHITECT. ALL DESIGN
INFORMATION CONTAINED IN THESE
DRAWINGS ARE FOR USE ONLY ON THIS
SPECIFIED PROJECT AND SHALL NOT BE
USED OTHERWISE WITHOUT
EXPRESSED WRITTEN PERMISSION BY
SEAN FREITAS, ARCHITECT.

CLIENT:

PROJECT SHEET INDEX
SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
4 11‐07‐2023
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
A1.00
COVER SHEET
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
A NEW PROJECT FOR:

A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
2022120901
A1.00 COVER SHEET
A1.31 PROJECT ‐ NOTES (COMMERCIAL)
A1.32 PROJECT ‐ NOTES (CALGREEN)
A1.51 SCHEDULES ‐ FINISHES
A1.52 SCHEDULES ‐ DOORS, WINDOWS & OPENINGS
A1.91 FIRE LIFE SAFETY PLAN
A2.01 EXISTING & DEMOLITION SITE PLAN
A2.11 PROPOSED SITE PLAN
A3.01 AS‐BUILT FLOOR PLAN & DEMOLITION PLAN
A3.11 PROPOSED FLOOR PLAN
A5.11 PROPOSED ROOF PLAN
A6.01 EXISTING EXTERIOR ELEVATIONS
A6.11 PROPOSED EXTERIOR ELEVATIONS
A6.21 EXTERIOR 3D VIEWS
A9.11 DETAILS ‐ FIRE LIFE SAFETY
A9.21 DETAILS ‐ SITE PLAN
A9.22 DETAILS ‐ SITE PLAN
A9.23 DETAILS ‐ TRAS H ENCLOSURE
A9.31 DETAILS ‐ FLOOR PLAN
A9.41 DETAILS ‐ DOORS, WINDOWS & OPENINGS
A9.81 DETAILS ‐ INTERIOR ELEVATIONS
A9.82 DETAILS ‐ INTERIOR ELEVATIONS
M1.11 MECHANICAL COVER SHEET
M3.11 MECHANICAL FLOOR PLAN
M6.11 MECHANICAL SCHEDULES
M9.11 MECHANICAL DETAILS
E1.11 ELECTRICAL COVER SHEET
E3.11 ELECTRICAL POWER PLAN
E4.11 ELECTRICAL LIGHTING PLAN
E6.11 ELECTRICAL SERVICE DIAGRAMS
E8.11 ELECTRICAL LIGHTING SCHEDULES
P1.11 PLUMBING COVER SHEET
P2.11 PLUMBING DRAIN, WASTE & VENT PLAN
P3.11 PLUMBING SUPPLY WATER PLAN
EN.1 TITLE‐24 COMPLIANCE FORMS
EN.2 TITLE‐24 COMPLIANCE FOR MS
EN.3 TITLE‐24 COMPLIANCE FORMS
EN.4 TITLE‐24 COMPLIANCE FORMS
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
RD x CATALYST BALDWIN PARK LLC
SIGNAGE NOTE:

ALL NEW SIGNAGE MUST BE COMPLIANT WITH CITY OF BALDWIN PARK MUNICIPAL CODES AND THE PROPOSED SIGNAGE WILL BE INCLUDED IN A SEPARATE PERMIT.

PROJECT OCCUPANT LOAD
AREA FACTOR OCC. LOAD
TOTAL OCCUPANT LOAD
ROOM NAME
LOBBY 60189
RECEPTION 150156
CANNABIS STOREFRONT RETAILER (RETAIL‐BUY ROOM) 601,581
HALLS 0471
OFFICE 150157
BREAK ROOM 15202
SECURE STORAGE & VAULT 300341
ORDER PROCESSING 150261
PRODUCT INTAKE 150446
BUILDING ELECTRICAL ROOM 0565
UNISEX RESTROOM 87
UNISEX RESTROOM
JANITOR ROOM
WASH ROOM
SECURITY OFFICE
ELECTRICAL ROOM
‐‐
‐‐ 00
0 00
062
150137
30096
30060
088
4 2
27 0
2 14
2 2
4 0
0 0
1 1
2 0
0 0
94 OCCUPANT LOAD NOTE:

OCCUPANT LOAD = 94 (>50; <150) THEREFORE 2 EXITS ARE REQUIRED. 2 EXITS ARE PROVIDED.
4 BEST MANAGEMENT PRACTICES
MATERIALS & WASTE MANAGEMENT
EQUIPMENT MANAGEMENT & SPILL CONTROL

EARTHMOVING
PAVING/ASPHALT WORK
CONCRETE, GROUT & MORTAR APPLICATION

LANDSCAPING
PAINTING & PAINT REMOVAL

DEWATERING
CONSTRUCTION PROJECTS ARE REQUIRED TO IMPLEMENT THE STORMWATER BEST MANAGEMENT PRACTICES (BMP) ON THIS PAGE, AS THEY APPLY TO YOUR PROJECT, ALL YEAR LONG.

NON‐HAZARDOUS MATERIALS. BERM & COVER STOCKPILES OF SAND, DIRT OR OTHER CONSTRUCTION MATERIAL WITH TARPS WHEN RAIN IS FORECAST OR IF NOT ACTIVELY BEING USED WITHIN 14 DAYS.

USE, (BUT DON'T OVERUSE RECLAIMED WATER FOR DUST CONTROL.

HAZARDOUS MATERIALS. LABEL ALL HAZARDOUS MATERIALS & HAZARDOUS WASTES, (SUCH AS PESTICIDES, PAINTS, THINNERS, SOLVENTS, FUEL, OIL, & ANTIFREEZE) IN ACCORDANCE WITH CITY, COUNTY, STATE & FEDERAL REGULATIONS. STORE HAZARDOUS MATERIALS & WASTES IN WATER TIGHT CONTAINERS, STORE IN APPROPRIATE SECONDARY CONTAINMENT & COVER THEM AT THE END OF EVERY WORK DAY OR DURING WE T WEATHER OR WHEN RAIN IS FORECAST. FOLLOW MANUFACTURER'S APPLICATION INSTRUCTIONS FOR HAZARDOUS MATERIALS & BE CAREFUL NOT TO USE MORE THAN NECESSARY. DO NOT APPLY CHEMICALS OUTDOORS WHEN RAIN IS FORECAST WITHIN 24 HOURS. ARRANGE FOR APPROPRIATE DISPOSAL OF ALL HAZARDOUS WASTES.

WASTE MANAGEMENT. COVER WASTE DISPOSAL CONTAINERS SE CURELY WITH TARPS AT THE END OF EVERY WORK DAY & DURING WET WEATHER. CHECK WASTE DISPOSAL CONTAINERS FREQUENTLY FOR LEAKS & TO MAKE SURE THEY ARE NOT OVERFILLED. NEVER HOSE DOWN A DUMPSTER ON THE CONSTRUCTION SITE. CLEAN OR REPLACE PORTABLE TOILETS & INSPECT THEM FREQUENTLY FOR LEAKS & SPILLS. DI SPOSE OF ALL WASTES & DEBRIS PROPERLY. RECYCLE MATERIALS & WASTES THAT CAN BE RECYCLED, (SUCH AS ASPHALT, CONCRETE, AGGREGATE BASE MATERIALS, WOOD, GYP BOARD, PIPE, ETC.) DISPOSE OF LIQUID RESIDUES FROM PAINTS, THINNERS SOLVENTS, GLUES & CLEANING FLUIDS AS HAZARDOUS WASTE.

CONSTRUCTION ENTRANCES & PERIMETER. ESTABLISH & MAINTAIN EFFECTIVE PER IMETER CONTROLS & STABILIZE ALL CONSTRUCTION ENTRANCES & EXITS TO SUFFICIENTLY CONTROL EROSION & SEDIMENT DISCHARGES FROM SITE & TRACKING OFF SITE. SWEEP OR VACUUM ANY STREET TRACKING IMMEDIATELY & SECURE SEDIMENT SOURCE TO PREVENT FURTHER TRACKING. NEVER HOSE DOWN STREETS TO CLEAN UP TRACKING.

MAINTENANCE & PARKING. DESIGNATE AN AREA, FILLED WITH APPROPRIATE BMPS, FOR VEHICLE & EQUIPMENT PARKING & STORAGE. PERFORM MAJOR MAINTENANCE, REPAIR JOBS & VEHICLE & EQUIPMENT WASHING OFF SITE. IF REFUELING OR VEHICLE MAINTENANCE MUST BE DONE ONSITE, WORK IN A BERMED AREA AWAY FROM STORM DRAINS & OVER A DRIP PAN OR DRO P CLOTHS BIG ENOUGH TO COLLECT FLUIDS. RECYCLE OR DISPOSE OF FLUIDS AS HAZARDOUS WASTE. IF VEHICLE OR EQUIPMENT CLEANING MUST BE DONE ONSITE, CLEAN WITH WATER ONLY IN A BERMED AREA THAT WILL NOT ALLOW RINSE WATER TO RUN INTO GUTTERS, STREETS, STORM DRAINS OR SURFACE WATERS. DO NOT CL EAN VEHICLE OR EQUIPMENT ONSITE USING SOAPS, SOLVENTS, DEGREASERS OR STEAM CLEANING EQUIPMENT.

SPILL PREVENTION & CONTROL. KEEP SPILL CLEANUP MATERIALS, (E.G., RAGS, ABSORBENTS & CAT LITTER AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES. INSPECT VEHICLES & EQUIPMENT FREQUENTLY FOR & REPAIR LEAKS PROMPTLY. USE DRIP PANS TO CATCH LEAKS UNTIL REPAIRS ARE MADE. CLEAN UP SPILLS OR LEAKS IMMEDIATELY & DISPOSE OF CLEANUP MA TERIALS PROPERLY. DO NOT HOSE DOWN SURFACES WHERE FLUIDS HAVE SPILLED. USE DRY CLEANUP METHODS (ABSORBENT MATERIALS, CAT LITTER &/OR RAGS). SWEEP UP SPILLED DRY MATERIALS IMMEDIATELY. DO NOT TRY TO WASH THEM AWAY WITH WATER OR BURY THEM. CLEAN UP SPILLS ON DIRT AREAS BY DIGGING UP & PROPERLY DI SPOSING OF CONTAMINATED SOIL. REPORT SIGNIFICANT SPILLS IMMEDIATELY. YOU ARE REQUIRED BY LAW TO REPORT ALL SIGNIFICANT RELEASES OF HAZARDOUS MATERIALS, INCLUDING OIL. TO REPORT A SPILL

1.) DIAL 911 OR YOUR LOCAL EMERGENCY RESPONSE NUMBER. 2.) CALL THE GOVERNOR'S OFFICE OF EMERGENCY SERVICES WARNING CENTER, (800) 852‐7550 (24 HOURS).

SCHE
DULE GRADING & EXCAVATION WORK DURING DRY WEATHER. STABILIZE ALL DENUDED AREAS, INSTALL & MAINTAIN TEMPORARY EROSION CONTROLS (SUCH AS EROSION CONTROL FABRIC OR BONDED FIBER MATRIX) UNTIL VEGETATION IS ESTABLISHED. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY & SEED OR PLANT VEGETATION FOR EROSION CONTROL ON SLOPES OR WHERE CONSTRUCTION IS NOT IMME DIATELY PLANNED. PREVENT SEDIMENT FROM MIGRATING OFFSITE & PROTECT STORM DRAIN INLETS, GUTTERS, DITCHES & DRAINAGE COURSES BY INSTALLING & MAINTAINING APPROPRIATE BMPS, SUCH AS FIBER ROLLS, SILT FENCES, SEDIMENT BASINS, GRAVEL BAGS, BERMS, ETC. KEEP EXCAVATED SOIL ON SITE & TRANSFER IT TO DUMP TRUCKS ONSITE, NOT IN THE
STREET.

CONTAMINATED SOILS
IF ANY OF THE FOLLOWING CONDITIONS ARE OBSERVED, TEST FOR CONTAMINATION & CONTACT THE REGIONAL WATER QUALITY CONTROL BOARD:

1.) UNUSUAL SOIL CONDITIONS, DISCOLORATION OR ODOR.

2.) ABANDONED UNDERGROUND TANKS.

3.) ABANDONED WELLS.

4.) BURIED BARRELS, DEBRIS OR TRASH.

PAVING/ASPHALT WORK. AVOID PAVING & SEAL COATING IN WET WEATHER OR WHEN RAIN IS FOR
ECAST, TO PREVENT MATERIALS THAT HAVE NOT CURED FROM CONTACTING STORMWATER RUNOFF. COVER STORM DRAIN INLETS & MANHOLES WHEN APPLYING SEAL COAT, TACK COAT, SLURRY SEAL, FOG SEAL, ETC. COLLECT & RECYCLE OR APPROPRIATELY DISPOSE OF EXCESS ABRASIVE GRAVEL OR SAND. DO NOT SWEEP OR WASH INTO GUTTERS. DO NOT USE WA TER TO WASH DOWN FRESH ASPHALT/CONCRETE PAVEMENT
SAWCUTTING & ASPHALT/CONCRETE REMOVAL. PROJECT NEARBY STORM DRAIN INLETS WHEN SAW CUTTING. USE FILTER FABRIC, CATCH BASIN INLET FILTERS OR GRAVEL BAGS TO KEEP SLURRY OUT OF THE STORM DRAIN SYSTEM. SHOVEL, ABSORB OR VACUUM SAW CUT SLURRY & DISPOSE OF ALL WASTE AS SOO N AS YOU ARE FINISHED IN ONE LOCATION OR AT THE END OF EACH WORK DAY (WHICHEVER IS SOONER). IF SAW CUT SLURRY ENTERS A CATCH BASIN, CLEAN IT UP IMMEDIATELY.

CONCRETE, GROUT & MORTAR APPLICATION. STORE CONCRETE, GROUT & MORTAR AWAY FROM STORM DRAINS OR WATERWAYS & ON PALLETS UNDER COVE R TO PROTECT THEM FROM RAIN, RUNOFF & WIND. WASH OUT CONCRETE EQUIPMENT/TRUCKS OFFSITE OR IN A DESIGNATED WASHOUT AREA, WHERE THE WATER WILL FLOW INTO A TEMPORARY WASTE PIT & IN A MANNER THAT WILL PREVENT LEACHING INTO THE UNDERLYING SOIL OR ONTO SURROUNDING AREAS. LET CONCRETE HARDEN & DISPOSE OF AS GARBAG E. WHEN WASHING EXPOSED AGGREGATE, PREVENT WASHWATER FROM ENTERING STORM DRAINS. BLOCK ANY INLETS & VACUUM GUTTERS, HOSE WASH WATER ONTO DIRT AREAS OR DRAIN ONTO A BERMED SURFACE TO BE PUMPED & DISPOSED OF PROPERLY.

LANDSCAPING. PROTECT STOCKPILED LANDSCAPING MATERIALS FROM WIND & RAIN BY STORING THEM UNDER TARPS YEAR ROUND. STACK BAGGED MATERIAL ON PALLETS & UNDER COVER.

DISCONTINUE APPLICATION OF ANY ERODIBLE LANDSCAPE MATERIAL WITHIN 2 DAYS BEFORE A FORECAST RAIN EVENT OR DURING WET WEATHER.

NEVER CLEAN BRUSHES OR RINSE PAINT CONTAINERS INTO A STREET, GUTTER, STORM DRAIN OR STREAM. FOR WATER‐BASED PAINTS, PAINT OUT BRUSHES TO THE EXTENT POSSIBLE & RINSE INTO A DRAIN THAT GOES TO THE SANITARY SEWER. NEVER POUR PAINT DOWN A STORM DRAIN. FOR OIL‐ BASED PAINTS, PAINT OUT BRUSHES TO THE EX TENT POSSIBLE & CLEAN WITH THINNER OR SOLVENT IN A PROPER CONTAINER. FILTER & REUSE THINNERS & SOLVENTS. DISPOSE OF EXCESS LIQUIDS AS HAZARDOUS WASTE. PAINT CHIPS & DUST FROM NON HAZARDOUS DRY STRIPPING & SAND BLASTING MAY BE SWEPT UP OR COLLECTED IN PLASTIC DROP CLOTHS & DISPOSED OF AS TRASH. CH EMICAL PAINT STRIPPING RESIDUE & CHIPS & DUST FROM MARINE PAINTS OR PAINTS CONTAINING LEAD, MERCURY OR TRIBUTYLTIN MUST BE DISPOSED OF AS HAZARDOUS WASTE. LEAD BASED PAINT REMOVAL REQUIRES A STATE CERTIFIED CONTRACTOR.

DEWATERING. DISCHARGES OF GROUND WATER OR CAPTURED RUNOFF FROM DEWATERING OPERATIONS MUST BE PROPERLY MAN AGED & DISPOSED OF. WHEN POSSIBLE SEND DEWATERING DISCHARGE TO LANDSCAPED AREA OR SANITARY SEWER. IF DISCHARGING TO THE SANITARY SEWER CALL YOUR LOCAL WASTEWATER TREATMENT PLANT. DIVERT RUN‐ON WATER FROM OFFSITE AWAY FROM ALL DISTURBED AREAS. WHEN DEWATERING, NOTIFY & OBTAIN APPROVAL FROM THE LOCAL MUNICIPALITY BEFORE DISCHARGING WATER TO A S TREET GUTTER OR STORM DRAIN. FILTRATION OD DIVERSION THROUGH A BASIN, TANK OR SEDIMENT TRAP MAY BE REQUIRED. IN AREAS OF KNOWN OR SUSPECTED CONTAMINATION, CALL YOU LOCAL AGENCY TO DETERMINE WHETHER GROUND WATER MUST BE TESTED. PUMPED GROUNDWATER MAY NEED TO BE COLLECTED & HAULED OFFSITE FOR TREATMENT & PR OPER DISPOSAL.

COMMERCIAL FIRE NOTES
FIRE CONTROL ROOM KEY BOX: A KEY SHALL BE LOCATED WITHIN AN APPROVED HIGH LEVEL FIRE DISTRICT KNOX COMPANY KEY BOX LOCATED ADJACENT TO, & ON THE LATCH SIDE OF, THE ACCESS DOOR ON THE EXTERIOR OF THE BUILDING AT 5'‐6" ABOVE THE FINISHED FLOOR.

ELECTRICAL ROOM: SIZE SHALL BE A MINIMUM DIMENSION OF 5' & NOT BE LESS THAN 35 SQUARE FEET IN USABLE AREA. THE ELECTRICAL ROOM MAY CONTAIN OTHER BUILDING SERVICE EQUIPMENT.

THIS OTHER EQUIPMENT SHALL NOT BE WITHIN 3' IN FRONT OF ANY ELECTRICAL EQUIPMENT IN THE ROOM.

FIRE CONTROL ROOM: THE FIRE SPRINKLER RISER LOCATION FOR THE BUILDING SHALL BE INSIDE A FIRE CONTROL ROOM (5' X 7' MINIMUM) WITH A FULL‐SIZED 3'‐0” DOOR. THIS ROOM SHALL NOT BE SHARED WITH OTHER BUILDING UTILITIES. THE ROOM SHALL ONLY BE ACCESSIBLE FROM THE EXTERIOR. THE ROOM MUST BE CAPABLE OF MA INTAINING A MINIMUM TEMPERATURE OF 40 DEGREES FAHRENHEIT, & BE EQUIPPED WITH EMERGENCY LIGHTING. COORDINATE THIS WITH THE ARCHITECT, UNDERGROUND CONTRACTOR, FIRE SPRINKLER & FIRE ALARM CONTRACTORS. DURABLE SIGNAGE SHALL BE PROVIDED ON THE EXTERIOR SIDE OF THE ACCESS DOOR TO IDENTIFY THE FIRE CONTROL ROOM “FIRE CONTROL ROOM” WITH 3‐INCH TALL L ETTERS THAT CONTRAST WITH THEIR BACKGROUND. INDICATE A PLAN VAULT/CABINET INSIDE THE FIRE CONTROL ROOM TO STORE THE RECORD DRAWING OF THE FIRE SPRINKLER SYSTEM & THE FIRE ALARM SYSTEM.

THE OWNER SHALL ENTER INTO SERVICE CONTRACTS TO PROVIDE THE MAINTENANCE & TESTING OF BOTH THE FIRE SPRINKLER SYST EM & THE FIRE ALARM SYSTEM. QUALIFIED & LICENSED FIRE SPRINKLER & FIRE ALARM SUBCONTRACTORS SHALL PROVIDE THE SERVICES. DOCUMENTATION VERIFYING THE SERVICE CONTRACTS SHALL BE SUBMITTED TO THE FIRE INSPECTOR PRIOR TO BUILDING OCCUPANCY.

A SEPARATE PLAN CHECK SUBMITTAL & FIRE PERMIT IS REQUIRED FOR THE FIRE ALARM SYSTEM.

DRAWINGS, INCL UDING SEQUENCE OF OPERATIONS MATRIX, ZONES OR ADDRESSES DESCRIPTIONS, POINT‐TO‐POINT RISER DIAGRAM, BATTERY & VOLTAGE DROP CALCULATIONS & C.S.F.M. LISTING APPROVAL INFORMATION SHEETS, ETC., MUST BE SUBMITTED TO PLAN CHECK BY THE FIRE APPROVAL AGENCY. A FIRE ALARM SYSTEM PERMIT SHALL BE ACQUIRED PRIOR TO INSTALLATION.

CALIFORNIA BUILDING CODE, SECTION 100 7.3.4 TRAVEL THROUGH INTERVENING ROOMS. SMOKE DETECTORS SHALL BE INSTALLED THROUGHOUT THE COMMON ATMOSPHERE OF THE EXIT ACCESS CORRIDOR. SUCH SMOKE DETECTORS SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM.

THE FIRE ALARM SUBCONTRACTOR SHALL CONNECT THE SMOKE DETECTORS FOR THE COMBINATION SMOKE/FIRE DAMPERS TO THE EXISTING FIRE ALARM MONITORING SYST EM & SUPERVISE BOTH SUPERVISORY ALARM & TROUBLE CONDITIONS OF THE SMOKE DETECTORS.

THE CONTRACTOR SHALL INSTALL DOOR HARDWARE ASSEMBLIES AT EVERY DOOR WHICH WILL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT.

ILLUMINATE MEANS OF EGRESS: THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT‐CANDLE AT THE WALKING SURFACE. THE MEANS OF EGRESS ILLUMINATION SHALL BE SUPPLIED BY BACKUP POWER (CONSISTING OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON‐ SITE GENERATOR) FOR A DURATION OF NO T LESS THAN 90 MINUTES. CBC 1006.3 FIRE CONTROL ROOM DURABLE SIGNAGE: PROVIDE ON THE EXTERIOR SIDE OF THE ACCESS DOOR TO IDENTIFY THE FIRE CONTROL ROOM. THE SIGN SHALL INDICATE "FIRE CONTROL ROOM" WITH 3" LETTERS THAT CONTRAST WITH THEIR BACKGROUND.

A SEPARATE FIRE PLAN CHECK SUBMITTAL & FIRE PERMIT: IS REQUIRED FOR WORK BEING CONDUCTED ON THE AUTOMATIC FIRE SPRINKLER SYSTEM. DRAWINGS & CALCULATIONS SHALL BE SUBMITTED FOR PLAN CHECK BY THE FIRE APPROVAL AGENCY. A FIRE SPRINKLER PERMIT SHALL BE ACQUIRED PRIOR TO INSTALLATION.

THE FIRE SPRINKLER & FIRE ALARM SUBCONTRACTORS SHALL SUBMIT RECORD DRAWINGS (AS‐ BUILTS) OF THEIR RESPECTIVE WORK FIRE SPRINKLER & FIRE ALARM SYSTEMS UPON FINAL INSPECTION FOR THE LOCAL FIRE APPROVAL AGENCY'S USE.

THE GENERAL CONTRACTOR SHALL PROVIDE A 4400 SERIES KNOX VAULT AT AN ACCESSIBLE LOCATION (5‐FOOT ELEVATION) AT THE EXTERIOR ACCESS DOOR FOR THE FIRE CONTROL ROOM (OVER A CONCRETE WALKWAY, NOT LANDSCAPING). KNOX VAULTS CAN BE ORDERED AT THEIR WEBSITE, WWW.KNOXBOX.COM. PROVIDE KEYS WITH IDENTIFICATION TAGS FOR THE KNOX VAULT.

COMMERCIAL NOTES
ILLUMINATE MEANS OF EGRESS: THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT‐CANDLE AT THE WALKING SURFACE. THE MEANS OF EGRESS ILLUMINATION SHALL BE SUPPLIED BY BACKUP POWER (CONSISTING OF STORAGE BATTERIES, UNIT EQ UIPMENT, OR AN ON‐ SITE GENERATOR) FOR A DURATION OF NOT LESS THAN 90 MINUTES. CBC 1006.3 ROOF SCUTTLE, LADDER & RAILING:

CBC‐1013.3 GUARD: REQUIRED GUARDS SHALL NOT BE LESS THAN 42 INCHES HIGH, MEASURED VERTICALLY AS FOLLOWS: 1. FROM THE ADJACENT WALKING SURFACES; 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING EDGES OF THE TREAD NOSINGS; & 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD. EXCEPTIONS: 1. FOR OCCUPANCIES IN GR OUP R‐3, & WITHIN INDIVIDUAL DWELLING UNITS IN OCCUPANCIES IN GROUP R‐2, GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. 2. FOR OCCUPANCIES IN GROUP R‐3, & WITH IN INDIVIDUAL DWELLING UNITS IN OCCUPANCIES IN GROUP R‐2, WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 34 INCHES & NOT MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LIN E CONNECTING THE LEADING EDGES OF THE TREADS. 3. THE GUARD HEIGHT IN ASSEMBLY SEATING AREAS SHALL COMPLY WITH SECTION 1028.14. 4. ALONG ALTERNATING TREAD DEVICES & SHIP LADDERS, GUARDS WHOSE TOP RAIL ALSO SERVES AS A HANDRAIL, SHALL HAVE HEIGHT NOT LESS THAN 30 INCHES & NOT MORE THAN 34 INCH ES, MEASURED VERTICALLY FROM THE LEADING EDGE OF THE DEVICE TREAD NOSING.

CBC‐11B‐504.4.1 CONTRASTING STRIPE: INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH & LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH & ALL TREADS MARKED BY A STRIPE PROVIDING CL EAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, & NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APP ROACH & 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.

CBC‐11B‐505.1 HANDRAIL: PROVIDE ALONG WALKING SURFACES COMPLYING WITH SECTION 11B‐403, REQUIRED AT RAMPS COMP LYING WITH SECTION 11B‐405, & REQUIRED AT STAIRS COMPLYING WITH SECTION 11B‐504 SHALL COMPLY WITH SECTION 11B‐505. CBC‐11B‐505.4 HANDRAILS HEIGHT. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM & 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, & RAMP SURFACES. HANDRAILS SHAL L BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, & RAMP SURFACES.

CBC‐1009.9.3 ENCLOSURES UNDER INTERIOR STAIRWAYS: PROVIDE 1‐HOUR RATED PROTECTION IN STORAGE ROOMS BELOW STAIRWAYS PER DETAILS 18/A9.31 & 24/A9.31. THE WALLS & SOFFITS WITHIN ENCLOSED USABLE SPACES UNDER ENCLOSED & UNENCLOSED STAIRWAYS SHALL BE PROTECTED BY 1‐HOUR FI RE‐RESISTANCE‐RATED CONSTRUCTION OR THE FIRE‐RESISTANCE RATING OF THE STAIRWAY ENCLOSURE, WHICHEVER IS GREATER. ACCESS TO THE ENCLOSED SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR ENCLOSURE.

CBC‐TABLE 721.1(3), ITEM 1‐1.1. 1‐HOUR RATED FLOOR OR ROOF SYSTEM: 3.5" THICK MINIMUM SILICEOUS AGGREGATE CONC RETE SLAB WITH 3/4" THICK MIN COVERAGE OF REINFORCING STEEL.

CBC‐TABLE 721.1(2), ITEM 4‐1.1. 1‐HOUR RATED WALL OR PARTITION: 3.5" THICK MINIMUM SILICEOUS AGGREGATE CONCRETE SLAB WITH 3/4" THICK MIN COVERAGE OF REINFORCING STEEL.

PANIC & FIRE EXIT HARDWARE: WHERE PANIC OR FIRE EXIT HARDWARE IS INSTALLED, IT SHALL COMP
LY WITH THE FOLLOWING: 1. PANIC HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305; 2. FIRE EXIT HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 10C & UL 305; 3. THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE‐HALF OF THE DOOR LEAF WIDTH; & 4. THE MAX IMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS PER CBC‐1008.1.10.2 PANIC & FIRE EXIT HARDWARE BALANCED DOORS. IF BALANCED DOORS ARE USED & PANIC HARDWARE IS REQUIRED, THE PANIC HARDWARE SHALL BE THE PUSH‐PAD TYPE & THE PAD SHALL NOT EXTEND MORE THAN ONE‐HALF THE WIDTH OF TH E DOOR MEASURED FROM THE LATCH SIDE.

EXIT SIGN & EMERGENCY LIGHT WALL MOUNTED: EMERGI‐LITE ELXN400 LED SERIES WALL MOUNT.

FOR EXTERIOR LOCATIONS INSTALL TYPE APPROVED FOR DAMP LOCATIONS.

ILLUMINATE MEANS OF EGRESS: THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE IS OCCUPIED. THE MEANS OF EG RESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT‐CANDLE AT THE WALKING SURFACE. THE MEANS OF EGRESS ILLUMINATION SHALL BE SUPPLIED BY BACKUP POWER (CONSISTING OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON‐ SITE GENERATOR) FOR A DURATION OF NOT LESS THAN 90 MINUTES. CBC 1006.3 FIRE CONTROL R OOM: SIZE SHALL BE A MINIMUM DIMENSION OF 5' & NOT BE LESS THAN 35 SQUARE FEET IN USABLE AREA. THE FIRE SPRINKLER RISER SHALL BE LOCATED ON THE OUTSIDE WALL BETWEEN 12" & 18" FROM THAT OUTSIDE WALL & AT LEAST 12" FROM ANY OTHER WALL. THE FIRE CONT
ROL ROOM MAY CONTAIN OTHER BUILDING SERVICE EQUIPMENT. THIS OTHER EQUIPMENT SHALL NOT BE WITHIN 3' IN FRONT OF ANY FIRE EQUIPMENT IN THE ROOM.

COMMERCIAL DOOR NOTES
DOOR OPENING FORCE FOR THE FOLLOWING:

A. INTERIOR HINGED DOORS: 5 POUNDS MAXIMUM.

B. REQUIRED FIRE DOORS: 15 POUNDS MAXIMUM.

C. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM. CBC 11B‐404.2.9 DOOR HARDWARE MOUNTING HEIGHT:
34" MINIMUM & 44" MAXIMUM ABOVE FINISHED FLOOR OR GROUND SURFACE.

DOOR OPENING FORCE NOTE: PER CBC‐11B‐404.2.9. DOOR & GATE OP ENING FORCE, MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS & INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS & AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEE T THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.

COMMERCIAL RESTROOM NOTES
LAVATORY & FAUCET. HEIGHT OF THE OPERABLE PARTS TO BE 44 INCHES MAXIMUM PER CBC 11B‐308.2.2. CONTROL TO BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE HAND PER CBC 11B‐309.4. ACTIVATION OF THE CONTROL TO REQUIRE A MAXIMUM FORCE OF 5 POUNDS PE R CBC 11B‐309.4. HAND‐OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. INSULATE ALL PIPES.

WATER CLOSET WITH HAND OPERATED FLUSH CONTROLS. CONTROL TO BE LOCATED A MAXIMUM OF 44 INCHES ABOVE THE FLOOR PER CBC 11B‐604.6. CONTROL TO BE OPERABLE WITH ONE HAND & SHALL NOT REQ UIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE HAND PER CBC 11B‐309.4.

CONTROL TO BE MOUNTED ON THE WIDE SIDE OF THE WATER CLOSET AREA PER CBC 11B‐604.6.

ACTIVATION OF THE CONTROL TO REQUIRE A MAXIMUM FORCE OF 5 POUNDS PER CBC 11B‐309.4.

URINALS 11B‐605.1 URINALS SHALL COMP LY WITH SECTION 11B‐605. 11B‐605.2 URINAL HEIGHT & DEPTH. URINALS SHALL BE THE STALL‐TYPE OR THE WALL‐HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13‐1/2 INCHES DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO TH E BACK OF THE FIXTURE. 11B‐605.3 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B‐305 POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. 11B‐605.4 FLUSH CONTROLS.

FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 11B‐309 EXCE PT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 44 INCHES ABOVE THE FINISH FLOOR.

DISPENSER TOILET SEAT. ACCESSIBLE RECESSED (NON‐PROJECTING) MOUNTED TOILET SEAT DISPENSER. "BOBRICK" B‐301. FINISH: STAINLESS STEEL. MOUNT 1‐1/2" CLEAR ABOVE TOP OF GRAB BAR GRIPPING SURFACE
DISPENSER TOILET TISSUE. ACCESSIBLE SU RFACE MOUNTED MULTI‐ROLL TOILET TISSUE DISPENSER. "BOBRICK". FINISH: STAINLESS STEEL.

DISPENSER PAPER TOWEL. ACCESSIBLE SURFACE MOUNTED PAPER TOWEL DISPENSER. "BOBRICK".

FINISH: STAINLESS STEEL.

DISPENSER LAVATORY SOAP WALL MOUNTED. ACCESSIBLE SOAP DISPENSER. "BOBRICK," B‐2111.

FINISH: STAINLESS STEEL.

ACCESSIBLE 1‐1/4" DIAMETER X 36" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

ACCE
SSIBLE 1‐1/4" DIAMETER X 42" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

MIRROR 18" X 36" ACCESSIBLE. SURFACE MOUNTED FRAMELESS MIRROR. MOUNT BOTTOM 40" ABOVE FINISH FLOOR MAX.

WALL TILE WAINSCOT 48" HIGH MINIMUM. 3"X6" GLASS TILE TYPE & COLOR AS SELECTED BY ARCHITECT.
6" HIGH TILE BASE WITH 3/8" RADIUS INTEGRAL COVE . TYPE & COLOR AS SELECTED BY ARCHITECT.

GENERAL NOTES
THE CONSTRUCTION CONTRACT RELATED TO THE WORK OF THIS PROJECT IS HEREBY MADE A PART OF THESE DRAWINGS AS THOUGH FULLY CONTAINED THEREIN.

PRIOR TO CONTRACT APPROVAL, CONTRACTORS SHALL VISIT THE PROJECT SITE, & BY THEIR OWN INVESTIGATION, DETERMINE EXISTING SITE CONDITIONS AS TO THE QUANTITIES OF MATERIALS, LABOR HOURS, & ANY OTHER CO ST ASSOCIATED WITH WORK THAT IS TO BE DONE UNDER THEIR CONTRACT & AS REQUIRED TO PASS ALL BUILDING PERMIT INSPECTIONS. ALL MODIFICATIONS REQUIRED BY THE INSPECTION AUTHORITY SHALL BE MADE BY EACH CONTRACTOR.

PRIOR TO CONTRACT APPROVAL, CONTRACTORS SHALL VERIFY & CONFIRM THE DESIGN REQUIREMENTS OF & REPORT ANY AMBIGUITIES OR DIS CREPANCIES CONTAINED IN THE CONTRACT TO THE OWNER IN WRITING. ALL MODIFICATIONS REQUIRED TO COMPLETE THE CONTRACT RESULTING FROM AMBIGUITIES OR DISCREPANCIES NOT REPORTED PRIOR TO CONTRACT APPROVAL SHALL BE MADE BY EACH CONTRACTOR.

CONTRACTORS SHALL CONFORM TO THE LATEST APPLICABLE, ADOPTED EDITION OF THE CALIFORNIA CODE OF REGULATIONS, & ALL LOCA L CODES & ORDINANCES REQUIRED TO RECEIVE A CERTIFICATE OF OCCUPANCY FROM THE BUILDING OFFICIAL HAVING JURISDICTION OVER THE PROJECT.

CONTRACTORS SHALL PERFORM ALL WORK REQUIRED BY APPLICABLE BUILDING CODES & REGULATIONS TO PASS ALL REQUIRED BUILDING INSPECTIONS.

THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PLAN REVIEW, PERMIT, LICE NSE, & INSPECTION APPROVALS. ALL FEES REQUIRED FOR APPROVAL SHALL BE PAID BY THE OWNER.

CONTRACTORS SHALL GUARANTEE THAT ALL WORK REQUIRED TO CONSTRUCT THE PROJECT BE A COMPLETE WORKING SYSTEM & SHALL OPERATE FREE FROM DEFECTS IN WORKMANSHIP & MATERIALS. THE CONTRACTOR AGREES TO REPLACE, WITHOUT EXPENSE TO THE OWNER, ANY PROJE
CT COMPONENTS WHICH THE OWNER DETERMINES TO BE DEFECTIVE WITHIN ONE (1) CALENDAR YEAR FROM THE DATE OF FINAL CONTRACT ACCEPTANCE.

DRAWING DATA CONTAINED HEREIN IS AS EXACT AS COULD BE DETERMINED WITHIN THE PROJECT ARCHITECT'S DESIGN SCOPE OF SERVICES RENDERED. AS SUCH THE ABSOLUTE ACCURACY OF THE DESIGN DATA IS NOT G UARANTEED. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR & SUBCONTRACTORS SHALL ENDEAVOR TO OBTAIN, VERIFY & CONFIRM EXACT DESIGN DATA ON SITE & SUITABLY ADAPT THE WORK TO CONFORM TO EXACT CONDITIONS ON SITE. THE CONTRACTOR SHALL REPORT ANY DESIGN DATA AMBIGUITIES OR DISCREPANCIES CONTAINED IN THE CONTRACT TO THE OW NER IN WRITING. ALL MODIFICATIONS REQUIRED TO ADAPT THE WORK SHALL BE MADE BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS & ACTUAL BUILDING MEASUREMENTS TAKE PRECEDENCE OVER SCALED DRAWING INFORMATION.

DIMENSIONS TO DOORS, WINDOWS, & OPENINGS ARE NOMINAL WIDTHS. REFER TO SCHEDULE SHEETS FOR ACTUAL DIMENSIONS REFER TO THE MANUFACTURER FOR ACTUAL ROUGH OPENINGS.

SPECIFIC TRADE NAMES MENTIONED IN THE DRAWINGS ARE FOR THE PURPOSES OF ESTABLISHING MINIMUM STANDARDS OF QUALITY, STYLE OR TYPE, & SHALL NOT BE CONSTRUED TO RESTRICT SUBSTITUTIONS. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO & APPROVED BY THE OWNER IN WRITING WITHIN A SUFFICIENT TIME FRAME AS NOT TO DELAY PROJECT COMPLETION.

AFTER COMPLETION OF THE WORK DESCRIBED IN THEIR RESPECTIVE CONTRACTS & PRIOR TO ACCEPTANCE, CONTRACTORS SHALL THOROUGHLY CLEAN ALL EXPOSED SURFACES OF THEIR RESPECTIVE WORK COMPLETED.

AFTER COMPLETION OF THE WORK DESCRIBED IN THEIR RESPECTIVE CONTRACTS & PRIOR TO PROJECT ACCEPTANCE, CONTRACTORS SHALL THOROUGHLY TEST & PROPERLY START UP ALL PROJECT EQUIPMENT AS REQ UIRED TO SECURE & MAINTAIN SPECIFIED EQUIPMENT WARRANTIES.

CONTRACTORS SHALL REVIEW ALL MANUFACTURER'S RECOMMENDED OPERATIONS PROCEDURE WITH THE OWNER PRIOR TO PROJECT ACCEPTANCE.

WARNING! IF YOU SCRAPE, SAND OR REMOVE OLD PAINT, FROM ANY SURFACE, YOU MAY RELEASE LEAD DUST. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUC H AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. WEAR A NIOSH‐APPROVED RESPIRATOR TO CONTROL LEAD EXPOSURE. CAREFULLY CLEAN UP WITH A WET MOP OR HEPA VACUUM. BEFORE YOU START, FIND OUT HOW TO PROTECT YOURSELF & YOUR FAMILY BY CONTACTING THE U.S. EPA/LEAD INFORMATION HO TLINE AT 1‐800‐424‐LEAD (5323) OR LOG ON TO WWW.EPA.GOV/LEAD.

PRIOR TO APPLYING ALL PAINTS, STAINS OR SEALERS, ALL SURFACES MUST BE CURED, FIRM, DRY & CLEANED FREE OF DUST, DIRT, OIL, GREASE, WAX, CHALKY OR LOOSE PAINT, RUST, LOOSE MILL SCALE, BOND BREAKERS & CURING COMPOUNDS, EFFLORESCENCE, ASPHALT ST AINS, MILDEW OR ANY OTHER CONTAMINATION OR CONDITION THAT WOULD ADVERSELY AFFECT THE PERFORMANCE OF THE COATING. SAND GLOSSY, GLAZED OR DENSE SURFACES. FILL HOLES & SURFACES IRREGULARITIES WITH A SUITABLE PATCHING COMPOUND TO MATCH THE SURFACE PROFILE.

A MINIMUM OF 65% OF THE NON‐HAZARDOUS CONSTRUCTION & DEMOLITION WASTE GENERATED AT
THE SITE WILL BE DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY.

ADHESIVES, SEALANTS & CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE STANDARDS LISTED IN CGC §5.504.4.1.

ALL UNDISTURBED EXISTING LANDSCAPING, CONCRETE PATIOS/WALKWAYS, YARD FENCING & POST FOOTINGS, STRUCTURES, FOUNDATIONS, & ALL UTILITIES SHALL PROTECTED. THE CON TRACTOR SHALL REMOVE EXISTING MATERIALS WHERE SPECIFIED WITHIN THE AREA OF WORK.

A CERTIFICATE OF OCCUPANCY IS REQUIRED PRIOR TO TENANT OCCUPYING THE SPACE. SEE BUILDING DIVISION PERSONNEL FOR APPLICATION.

ALL ROOF‐MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT STREETS, THE FREEWAY AND SURROUNDING PROPERTIES. SCREENING STRUCTURES SHALL BE ARC
HITECTURALLY COMPATIBLE WITH THE MAIN BUILDING. SUBMIT PLANS, ELEVATIONS, AND CONSTRUCTION DETAILS FOR REVIEW AND APPROVAL BY PLANNING DEPARTMENT AND BUILDING DIVISION.

BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING TH E PROPERTY.

INSTALLATION OR ALTERATION OF THE BUILDING FIRE SPRINKLERS, FIRE DETECTION AND/OR ALARM SYSTEMS REQUIRE SEPARATE PERMIT(S). SUBMIT CONSTRUCTION PLANS TO THE LOS ANGELES COUNTY FIRE PREVENTION DEVISION FOR REVIEW AND APPROVAL. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA STANDARDS, 2019 CALIFORNIA ELECTRICAL CODE, AND STATE FIRE MARSHAL REGULATIONS.

ADDITIONAL EXIT
SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED DURING INSPECTIONS.

CONTRACTORS/SUBCONTRACTORS SHALL SUBMIT SEPARATE APPLICATION(S) AND SECURE SEPARATE PERMIT(S) FOR:
• ELECTRICAL WORK
• MECHANICAL WORK
• EXTERIOR SIGNAGE
THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND SECURING FINAL INSPECTION APPROVALS FROM THE FOLLOWING DEPARTMENTS PRIOR TO SCHEDULING BUILDING FINAL INSPECTION:
• PLANNING DIVISION: (626) 81 3 ‐5261
• ENGINEERING DIVISION: (626) 813‐5255
• LOS ANGELES COUNTY FIRE DEPARTMENT: (323) 890‐4125 OR THE CONTACT INFORMATION GIVEN BY THE COUNTY INSPECTOR.
• LOS ANGELES COUNTY HEALTH DEPARTMENT (888) 700‐9995 OR THE CONTACT INFORMATION GIVEN BY THE COUNTY INSPECTOR.

SITE SECURITY
DISPENSARY SITE SHALL COMPLY WITH THE FOLLOWING SECURITY

REQUIREMENTS
A CANNABIS DISPENSARY PERMITTEE SHALL COMPLY WITH THE SECURITY PLAN THAT IS APPROVED BY THE CITY MANAGER, WHICH PLAN MAY INCLUDE BUILDING SPECIFICATIONS, LIGHTING, ALARMS, & STATE‐LICENSED SECURITY PERSONNEL.

EACH SECURITY PLAN APPROVED BY THE CITY MANAGER MUST INCLUDE THE FOLLOWING: 1.

SECURITY SURVEILLANCE CAMERAS. SECURITY SURVEILLANCE CAMERAS &A VIDEO RECORDING SYSTEM MUST BE INSTALLED TO MON ITOR ALL DOORS INTO THE BUILDINGS ON THE DISPENSARY SITE, THE PARKING LOT, LOADING AREAS, & ALL EXTERIOR SIDES OF THE PROPERTY ADJACENT TO THE PUBLIC RIGHTS OF WAY. THE CAMERAS & RECORDING SYSTEM MUST BE OF ADEQUATE QUALITY, COLOR RENDITION, & RESOLUTION TO ALLOW THE IDENTIFICATION OF ANY INDIVIDUAL PRESENT ON THE
DISTRIBUTION SITE. THE RECORDING SYSTEM MUST BE CAPABLE OF EXPORTING THE RECORDED VIDEO IN STANDARD MPEG FORMATS TO ANOTHER COMMON MEDIUM, SUCH AS A DVD OR USB DRIVE. 2. SECURITY VIDEO RECORDING & RETENTION. VIDEO FROM THE SECURITY SURVEILLANCE CAMERAS MUST BE RECORDING AT ALL TIMES (24 HOURS AD A Y , SEVEN DAYS A WEEK) & THE REC
ORDING SHALL BE MAINTAINED FOR AT LEAST 30 DAYS. THE VIDEO RECORDINGS SHALL BE MADE AVAILABLE TO THE CITY UPON REQUEST. 3. ALARM SYSTEM. PROFESSIONALLY & CENTRALLY‐ MONITORED FIRE, ROBBERY, & BURGLAR ALARM SYSTEMS MUST BE INSTALLED & MAINTAINED IN GOOD WORKING CONDITION. THE ALARM SYSTEM MUST INCLUDE A PRIVATE SECURITY COMPANY THAT IS REQUIRED TO RESPOND TO EV ERY ALARM.

A CANNABIS DISPENSARY PERMITTEE SHALL REPORT TO THE CITY POLICE DEPARTMENT ALL CRIMINAL ACTIVITY OCCURRING ON THE DISPENSARY SITE.

ODOR CONTROL
DISPENSARY SITE SHALL COMPLY WITH THE FOLLOWING ODOR CONTROL

REQUIREMENTS
A CANNABIS DISPENSARY PERMITTEE SHALL PREVENT ALL ODORS GENERATED FROM THE DISPENSARY & STORAGE OF CANNABIS FROM ESCAPING FROM THE BUILDINGS ON THE DISPENSARY SITE, SUCH THAT THE ODOR CANNOT BE DETECTED BY A REASONABLE PERSON OF NORMAL SENSITIVITY OUTSIDE THE BUILDINGS.

THE ACTIVATED CARBON FILTRATION IS INSTALLED TO CONTROL ODORS FROM BEING EMITTED OUT OF GROW OPERATIONS. ACTIVATED CARBON FILTRATION TECHNIQUE INVOLVES FORCING THE AIR CIRCULATING WITHIN THE HVAC SYSTEM THROUGH AN ACTIVATED CARBON FILTER IN ORDER TO FILTER OUT ODORS & PATHOGENS THAT MAY POSE A PUBLIC HEALTH RISK. EXHAUST AIR IS PUSHED TH
ROUGH ACTIVE CARBON IN ORDER TO SCRUB THE SMELLS ASSOCIATED WITH GROWING CANNABIS.

THE SYSTEM IS THE EASIEST TO INSTALL, AS THE FILTERS ARE DESIGNED AS PIPES OR “CANS” THAT ARE CONNECTED TO THE INLINE FANS & EXHAUST FANS THAT REMOVE THE HEAT GENERATED FORM THE GROW LIGHTS IN THE FACILITY. THIS METHOD IS HIGHLY EFFECTIVE & CAN BE USED IN COMBINATION WITH OTHER TECHNOLOGIES SUCH AS AN ELECTROSTATIC PRECIPITATOR. FINISHED PRODUCT WILL BE STORED IN A SEALED AREA CONTAINING ONE (1) 1700 CFM CARBON SCRUBBER. AT THE ENTRANCE OF THE BUILDING WE WILL HAVE TWO (2) 2500 CFM CARBON SCRUBBERS. THI S WILL ALLOW FOR THE OPENING & CLOSING OF THE MAIN ENTRANCE DOOR WITHOUT ALLOWING ODOR TO LEAK OUTSIDE THE BUILDING. IN ADDITION, AS FILTERS AGE & THE ACTIVATED CARBON BECOMES CLOGGED WITH IMPURITIES, IT WILL BE NECESSARY TO REPLACE THE CARBON FILTERS. WE WILL REPLACE THEM PER THE MANUFACTURER'S RECO MMENDATION. IN ADDITION, THE DUST COLLECTOR “SOCK” ASSOCIATED WITH THE CARBON FILTER WILL BE CHANGED OUT EVERY 6‐8 MONTHS FOR PROPER AIR FLOW. CARBON FILTRATION IS THE LEAST ENERGY INTENSIVE. IN MOST CASES, THE ENERGY REQUIRED TO RUN THE FILTRATION SYSTEM IS ALREADY ACCOUNTED FOR IN THE AIR HANDLING & EXCH
ANGE SYSTEM. THE EXCESS ENERGY NECESSARY TO FORCE AIR THROUGH THE FILTER IS NEGLIGIBLE &, DEPENDING ON THE SIZE OF THE DISCHARGE & INTAKE, OFTEN ONLY SLIGHTLY ALTERS THE SPEED OF THE EXCHANGE. THE USE & DISPOSAL OF THE FILTERS CREATES THE MOST PHYSICAL WASTE; HOWEVER, THE CARBON CAN TYPICALLY BE REGENERATED FOR REUSE.

PERMIT DISPLAY
DISPLAY OF CANNABIS DISPENSARY PERMIT
THE CANNABIS DISPENSARY PERMITTEE SHALL DISPLAY ITS CURRENT VALID CANNABIS DISPENSARY PERMIT ISSUED IN ACCORDANCE WITH THIS ARTICLE INSIDE THE LOBBY OR WAITING AREA OF THE MAIN ENTRANCE TO THE DISPENSARY SITE. THE PERMIT SHALL BE DISPLAYED AT ALL TIMES IN AC O N S P I C U O U S PLACE SO THAT IT MAY BE READILY SEEN BY ALL PERSONS EN TERING THE DISPENSARY SITE.

SIGNAGE
DISPLAY OF CANNABIS DISPENSARY SIGN
A CANNABIS DISPENSARY PERMITTEE SHALL POST IN THE LOBBY OF THE DISPENSARY SITE SIGNS THAT STATE THE FOLLOWING: 1.“JUVENILES ARE PROHIBITED FROM ENTERING THIS SITE.” 4. “SMOKING, INGESTING, OR CONSUMING CANNABIS ON OR WITHIN 20 FEET OF THIS SITE IS PROHIBITED.” EACH SIGN DESCRIBED IN SUBSECTION A MUST BE AT LEAST 8 INCHES BY 10 INCHES IN SIZ E & MUST BE DISPLAYED AT ALL TIMES IN A CONSPICUOUS PLACE SO THAT IT MAY BE READILY SEEN BY ALL PERSONS ENTERING THE DISPENSARY SITE.

SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
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REN. 7/23
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Project Status:

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Revision Number:

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A   R   C   H   I   T   E   C   T   U   R   E
&    E   N   G   I   N   E   E   R   I   N   G
G  R  A  P  H  I  A
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 580‐9981
[email protected]
GRAPHIA.com
PROJECT:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
4 11‐07‐2023
A1.31
PROJECT ‐ NOTES (COMMERCIAL)
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
4 2022 CALIFORNIA GREEN BUILDING CODE CHECKLIST FOR ADDITIONS OR ALTERATIONS TO EXISTING NONRESIDENTIAL BUILDINGS BUILDING ADDITIONS OF 1,000 FT/SQ OR MORE &/OR BUILDING ALTERATIONS WITH A PERMIT VALUATION OF $200,000 OR MORE MUST BE DESIGNED TO INCLUDE MANDATORY GREEN BUILDING MEASURES.

BUILDING PERMIT NUMBER: TBD
SITE ADDRESS: 13467 DALEWOOD STREET, BALDWIN PARK, CA 91706 GREEN BUILDING MEASURE
SITE DEVELOPMENT (CGC §5.106) PLAN REFERENCE
WATER EFFICIENCY & CONSERVATION (CGC §5.303) PLAN REFERENCE OUTDOOR WATER USE (CGC §5.304) PLAN REFERENCE
WEATHER RESISTANCE & MOISTURE MANAGEMENT (CGC §5.407) PLAN REFERENCE CONSTRUCTION WASTE REDUCTION, DISPOSAL, & RECYCLING (CGC §5.408) PLAN REFERENCE BUILDING MAINTENANCE & OPERATION (CGC §5.410) PLAN REFERENCE FIREPLACES (CGC §5.503) PLAN REFERENCE
POLLUTANT CONTROL (CGC §5.504) PLAN REFERENCE
INTERIOR MOISTURE CONTROL (CGC §5.505) PLAN REFERENCE
INDOOR AIR QUALITY (C GC §5.506) PLAN REFERENCE
ENVIRONMENTAL COMFORT (CGC §5.507) PLAN REFERENCE
OUTDOOR AIR QUALITY (CGC §5.508) PLAN REFERENCE
STORM WATER. NEWLY CONSTRUCTED PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF LAND SHALL PREVENT THE POLLUTION OF STORM WATER RUNOFF FROM THE CONSTRUCTION ACTIVITIES THROUGH LOCAL ORDINANCE PER CGC § 5.106.1.1 BMP. INCLUDE A PLAN FOR BEST MANAGEMENT PRACTICES (BMP) ON THE PLANS. CGC §

5.106.1.2
SHORT‐TERM BICYCLE PARKING. IF THE PROJECT IS ANTICIPATED TO GENERATE VISITOR TRAFFIC, PROVIDE PERMANENTLY ANCHORED BICYCLE RACKS WITHIN 200 FEET OF THE VISITORS’ ENTRANCE, READILY VISIBLE TO PASSERS‐BY, FOR 5 PERCENT OF NEW VISITOR MOTORIZED VEHICLE PARKING BEING ADDED, WITH A MINIMUM OF ONE TWO‐BIKE CAPACITY RACK. CGC §5.106.4.1.1.

DESIGNATED PARKING. PROVIDE DESIGNATED PARKING FOR ANY COMBINATION OF LOW‐ EMITTING, FUEL‐EFFICIENT, & CARPOOL/VAN POOL VEHICLES AS SHOWN IN CGC TABLE

5.106.5.2. PARKING STALL MARKING SHALL COMPLY WITH CGC §5.106.5.2.1 METERS. SEPARATE SUB‐METERS OR METERING DEVICES SHALL BE INSTALLED FOR THE USES DESCRIBED IN CGC §503.1.1 & §503.1.2. BUILDINGS IN EXCESS OF 50,000 SQUARE FEET:

SEPARATE SUB‐METERS SHALL BE INSTALLED AS FOLLOWS:

1. FOR EACH INDIVIDUAL LEASED, RENTED, OR OTHER TENANT SPACE WITHIN THE BUILDING PROJECTED TO CONSUME MORE THAN 100 GA L/DAY, INCLUDING BUT NOT LIMITED TO, SPACES USED FOR LAUNDRY OR CLEANER, RESTAURANT FOR FOOD SERVICE, MEDICAL OR DENTAL OFFICE, LABORATORY OR BEAUTY SALON OR BARBER SHOP.

2. WHERE SEPARATE SUB‐METERS FOR INDIVIDUAL BUILDING TENANTS ARE INFEASIBLE, FOR WATER SUPPLIED TO THE FOLLOWING SUBSYSTEM:

A. MAKEUP WATER FOR COOLING TOWERS WHE RE FLOW THROUGH IS GREATER THAN 500 GPM.

B. MAKEUP WATER FOR EVAPORATIVE COOLERS GREATER THAN 6 GPM. STEAM & HOT‐ WATER BOILERS WITH ENERGY INPUT MORE THAN 500,000 BTU/H.

EXCESS CONSUMPTION. A SEPARATE SUB‐METER OR METERING DEVICE SHALL BE PROVIDED FOR ANY TENANT WITHIN A BUILDING THAT IS PROJECTED TO CON SUME MORE THAN 1,000 GALLONS/DAY. CGC §5.303.1.2
WATER REDUCTION. PLUMBING FIXTURES SHALL MEET THE MAXIMUM FLOW RATE VALUE SHOWN IN CGC TABLE 5.303.2.3.

WATER CONSERVING PLUMBING FIXTURES & FITTINGS. PLUMBING FIXTURES (WATER CLOSETS & URINALS) & FITTINGS (FAUCETS & SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING PRESCRIPTIVE REDUCED FLOW RATES: WATER CLOSETS: THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.8 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DE FINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES & ONE FULL FLUSH. CGC §5.303.3.1 URINALS: THE EFFECTIVE FLUSH VOLUME OF URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH. CGC §5.303.3.2 SINGLE SHOWERHEAD: SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PS I. CGC §5.303.3.3.1 MULTIPLE SHOWERHEADS SERVING ONE SHOWER: WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS &/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOW SHALL BE DE SIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND‐HELD SHOWER IS CONSIDERED A SHOWERHEAD. CGC §5.303.3.3.2
OUTDOOR POTABLE WATER USE. FOR NEW WATER SERVICE FOR LANDSCAPED AREAS BETWEEN 1,000 SQUARE FEET & 5,000 SQUARE FEET, SEPARATE SUB‐METERS OR METERING DEVICES SHALL BE INSTALLED FOR INDOOR & OUTDOOR POTABLE WATER USE. CGC §

5.304.2.

IRRIGATION DESIGN. IN NEW NON‐RESIDENTIAL PROJECTS WITH CUMULATIVE LANDSCAPED AREAS BETWEEN 1,000 & 2,500 SQU ARE FEET (THE LEVEL AT WHICH THE MWELO APPLIES) INSTALL IRRIGATION CONTROLLERS & SENSORS WHICH INCLUDE THE FOLLOWING CRITERIA & MEET MANUFACTURER’S RECOMMENDATIONS. CGC §5.304.3
IRRIGATION CONTROLLERS. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION. CGC §5.304.3.1
WEATHER PROTECTION. PROVIDE A WEATHER‐RESISTANT EXTERIOR WALL & FOUNDATION ENVELOPE AS REQUIRED BY 2019 CALIFORNIA BUILDING §1403.2 & CALIFORNIA ENERGY CODE §150, THE MANUFACTURER’S INSTALLATION INSTRUCTIONS, OR LOCAL ORDINANCE, WHICHEVER IS MORE STRINGENT. CGC §5.407.1
MOISTURE CONTROL. EMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS; SPRINKLERS. PREVENT IRRIGATION SPRAY ON STRUCTURES PER CG C §5.407.2.1.

ENTRIES & OPENINGS. DESIGN EXTERIOR ENTRIES & OPENINGS TO PREVENT WATER INTRUSION INTO BUILDINGS. CGC §5.407.2.2.

CONSTRUCTION WASTE DIVERSION. A MINIMUM OF 65% OF THE NON‐HAZARDOUS CONSTRUCTION & DEMOLITION WASTE GENERATED AT THE SITE WILL BE DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY.

RECYCLING BY OCCUPANTS. PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING & ARE IDENTIFIED FOR THE DEPOSITING, STORAGE, & COLLECTION OF NONHAZARDOUS MATERIALS FOR RECYCLING INCLUDING PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, & METALS. CGC §5.410.1
ADDITIONS. ALL ADDITIONS CONSTRUCTED WITHIN A 12‐MONTH PERIOD UNDER SINGLE OR MULTIPLE PERMITS, RESULTING IN AN INCREASE OF > 30% FLOOR AREA, SHALL PROVIDE RECYCLING AREAS ON SITE. CGC §5.410.1.1
VERIFICATION OF COMPLIANCE. DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT RESILIENT FLOORING MATERIALS MEET THE POLLUTANT EMISSION LIMITS. CGC §5.504.4.6.

RESILIENT FLOORING SYSTEMS. 80 PE RCENT OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH AT LEAST ONE OF THE POLLUTANT CONTROL MEASURES LISTED IN CGC §5.504.4.6.

COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD & MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN CGC TABLE 5.504.4.5
CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING & PRODUCT REQUIREMENTS OF ONE OF THE STANDARDS LISTED IN CGC §5.504.4.4.

VERIFICATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY.

PAINTS & COATINGS. ARCHITECTURAL PAINTS & COATINGS SHALL COMPLY WITH CGC TABLE

5. 504.4.3 UNLESS MORE STRINGENT LOCAL LIMITS APPLY.

ADHESIVES, SEALANTS & CAULKS. ADHESIVES, SEALANTS & CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE STANDARDS LISTED IN CGC §5.504.4.1.

FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH CGC §

5.504.4.1 THROUGH §5.504.4.4.

COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE & UNTIL FINAL STARTUP OF THE HEATING, COOLING & VENTILATING EQUIPMENT, ALL DUCT & OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTH ER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. CGC §5.504.3.

TEMPORARY VENTILATION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL & EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MERV OF 8, BASED ON ASHRAE 52.2‐1999, OR AN AVERAGE EFFI CIENCY OF 30% BASED ON ASHRAE 52.1‐1992.

REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY. CGC §5.504.1.3 WOOD STOVES. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL HAVE A PERMANENT NSPS LABEL CERTIFYING EMISSION LIMITS.

INSTALL ONLY A DIRECT‐VENT SEALED‐COMBUSTION GAS OR SEALED WOOD‐BURNING FIREPLACE OR A SEALED WOOD ST OVE OR A PELLET STOVE, & REFER TO RESIDENTIAL REQUIREMENTS IN THE CALIFORNIA ENERGY CODE, TITLE 24, PART 6, SUBCHAPTER 7, § 150.

OPERATION & MAINTENANCE MANUAL. PROVIDE THE BUILDING OWNER WITH DETAILED OPERATING & MAINTENANCE INSTRUCTIONS & COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM PRIOR TO FINAL INSPECTION. CGC §5.410.4.5
TESTI
NG & ADJUSTING. TESTING & ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEW SYSTEM TO SERVE AN ADDITION OR ALTERATION. CGC §5.410.4 FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE & RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MERV OF 8. ME RV 8 FILTERS SHALL BE INSTALLED AFTER ANY FLUSHED‐OUT OR TESTING & PRIOR TO OCCUPANCY, & RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION & MAINTENANCE MANUAL. CGC §5.504.5.3
BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING COD E, CHAPTER 12 (VENTILATION) & CHAPTER 14 (EXTERIOR WALLS) FOR INDOOR MOISTURE CONTROL. CGC §5.505
BUILDINGS MUST MEET THE MINIMUM REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, CHAPTER 12 (VENTILATION) FOR MECHANICALLY OR NATURALLY VENTILATED SPACES.

CGC §5.506.1
FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS & VENT.

CONTROLS SHALL BE SPECIFIED & I NSTALLED IN ACCORDANCE WITH THE CALIFORNIA ENERGY CODE. CGC 5.506.2
ACOUSTICAL CONTROL. EMPLOY BUILDING ASSEMBLIES & COMPONENTS WITH STC VALUES DETERMINED IN ACCORDANCE WITH ASTM E90 & ASTM E413 OR OITC DETERMINED IN ACCORDANCE WITH ASTM E 1332, USING EITHER THE PRESCRIPTIVE OR PERFORMANCE METHOD IN CGC §5.507.4.1 OR §5.507.4.2.

OZONE DEPLETION & GREENHOUSE GAS REDUCTIONS. INSTALLATION OF HVAC, REFRIGERATION & FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH CGC §5.508.1.1 OR §5.508.1.2.

SUPERMARKET REFRIGERANT LEAK REDUCTION. NEW COMMERCIAL REFRIGERATION SYSTEMS SHALL COMPLY WITH CGC §5.508.2 WHEN INSTALLED IN RETAIL FOOD STORES WITH 8,000 SQUARE FEET OR MORE OF CONDITION AREA, & THAT UTILIZE EITHER R
EFRIGERATED 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) REFRIGERANT WITH A GWP OF 150 OR GREATER. CGC §5.508.2 N/A
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SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
A1.32
PROJECT ‐ NOTES (CALGREEN)
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
ROOM FINISH SCHEDULE KEY
FINISH
GROUP CEILING WALLS BASE & TRIM FLOOR, TREADS &
RISERS CASEWORK COUNTER TOPS &

SPLASH COMMENTS
FG‐0 (EXISTING) EXISTING ROOM FINISHES ‐ NO CHANGE
FG‐1 ROOM FINISH WITH HARD LID.

FG‐2 SECURITY ROOM FINISH.

FG‐3 ROOM FINISH WITH ACOUSTICAL TILE CEILING.

FG‐4 SECURITY CAGE ENCLOSURE.

FG‐5 MOISTURE CONTROLLED ENCLOSURE.
(EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING)
GBSC
SAT
CLF
MCP
GB
GBSW
GB
CLF
MCP
TRB
TRB
TRB
‐‐
MCP
EC
EC
EC
EC
EC
PL
PL
PL
‐‐
‐‐
PL
PL
PL
‐‐
‐‐
GB
FG‐6 GB PGB PT (COVED) EC ‐‐ ‐‐ RESTROOMS.

ROOM FINISH SCHEDULE
ROOM FINISH FINISH GROUP
LOBBY FG‐0
RECEPTION FG‐0
RETAIL‐BUY ROOM FG‐8
HALL FG‐0, FG‐9
OFFICE FG‐0
BREAK ROOM FG‐0
SECURE STORAGE & VAULT FG‐2
ORDER PROCESSING FG‐1
PRODUCT INTAKE FG‐0
UNISEX RESTROOM FG‐0
UNISEX RESTROOM FG‐0
JANITOR ROOM FG‐0
FG‐7 BREAK ROOM, LOCKER AREA, & MOP SINK AREA.GB PT (COVED) EC PL PLGB WASH ROOM FG‐0
SECURITY OFFICE FG‐0
EMPLOYEE LOCKER AREA FG‐0
ELECTRICAL ROOM FG‐2
FG‐8G B TRB EC PL PLOPEN JOIST ROOM FINISH WITH OPEN JOIST CEILING.

FG‐9G B TRB EPOXY PL PLOPEN JOIST ROOM FINISH WITH OPEN JOIST CEILING & EPOXY FLOOR.

BUILDING ELECTRICAL ROOM FG‐1
FINISH LEGEND

MATERIALS

CEILINGS
WALLS
BASE / TRIM
FLOOR / TREADS / RISERS

CASEWORK
COUNTER TOPS / SPLASH
ALL FINAL MATERIALS COLOR & SPECIFICATIONS SHALL BE AS REVIEWED & APPROVED BY THE OWNER.

EXISTING EXISTING ‐ NO CHANGE.

GB
CEILING GYPSUM BOARD. CEILING BASE LAYER 5/8" TYPE "X" GYPSUM BOARD APPLIED PERPENDICULAR TO FLOOR/CEILING/ROOF FRAMING MEMBERS @ 24" O.C. MAXIMUM SPACING.

FASTEN WITH 1‐1/4" TYPE "S" OR TYPE "W" DRYWALL SCREWS 24" O.C. CEILING FACE LAYER 5/8" TYPE "X" GYPSUM BOARD APPLIED PERPENDICULAR TO FLOOR/ROOF FRAMING MEMBERS @ 24" O.C.

MA
XIMUM SPACING. FASTEN WITH 1‐7/8" TYPE "S" OR TYPE "W" DRYWALL SCREWS 12" O.C. @ JOINT & INTERMEDIATE JOIST/RAFTERS. FACE LAYER JOINT TO OFFSET BASE LAYER JOINT BY 24" MIN, 1‐1/2" TYPE "G" DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINT, 12" O.C. (TYP
). CEILING PENETRATIONS: ALL DUCT PENETRATIONS THROUGH CEILING SHALL BE 26 GAUGE GALVANIZED METAL. ALL PENETRATIONS SHALL BE PROTECTED WITH "W.R.GRACE FIRESTOPPING" IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS & TESTED. TAPE & TEXTURE SMOOTH. 3‐COAT PAINT. INTERIOR FINISH SHERWIN‐WILLIAMS SW‐7005 "PURE WHITE".

GBSC
CEILING GYPSUM BOARD SECURITY CEILING. FACE ROOF JOIST WITH SECUREX 3/4" #9 FLAT STEEL MESH OVER STUDS. CEILING BASE LAYER 5/8" TYPE "X" GYPSUM BOARD APPLIED PERPENDICULAR TO FLOOR/CEILING/ROOF FRAMING MEMBERS @ 24" O.C. MAXIMUM SPACING. FASTEN WITH 1‐1/4" TYPE "S" OR TYPE "W" DRYWALL SCREWS 24" O.C. CEILING FACE LAYER 5/8" TYPE "X" GYP SUM BOARD APPLIED PERPENDICULAR TO FLOOR/ROOF FRAMING MEMBERS @ 24" O.C. MAXIMUM SPACING. FASTEN WITH 1‐7/8" TYPE "S" OR TYPE "W" DRYWALL SCREWS 12" O.C. @ JOINT & INTERMEDIATE JOIST/RAFTERS. FACE LAYER JOINT TO OFFSET BASE LAYER JOINT BY 24" MIN, 1‐1/2" TYPE "G" DRYWALL SCREWS PLACED 2" BACK ON EI
THER SIDE OF FACE LAYER END JOINT, 12" O.C. (TYP). CEILING PENETRATIONS: ALL DUCT PENETRATIONS THROUGH CEILING SHALL BE 26 GAUGE GALVANIZED METAL. ALL PENETRATIONS SHALL BE PROTECTED WITH "W.R.GRACE FIRESTOPPING" IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS & TESTED. TAPE & TEXTURE SMOOTH. 3‐COAT PAINT.

INTERIOR FINISH SHERWIN‐WILLIAMS SW‐7005 "PURE WHITE ".

SAT
SUSPENDED ACOUSTICAL TILE SYSTEM. MANUFACTURER: "ARMSTRONG" OR EQUAL. TILE SIZE:
24" X 48" X 3/4" THICK. TILE EDGE: TEGULAR. COLOR: FACTORY BAKED ENAMEL PAINT.

MATERIAL: WET FORMED MINERAL FIBER. FACE PATTERN: ARMSTRONG DESIGNER SECOND LOOK II. LIGHT REFLECTANCE: .80 MINIMUM. FLAME SPREAD INDEX: 25 OR LESS (CLASS A).

GRID: TYPE DOUBLE WEB ELECTROGALVANIZED EXPOSED TEE . FACE DIMENSION /GAUGE: 15/16 INCH, 25 GAUGE. COLOR: WHITE FACTORY BAKED ENAMEL PAINT. DUTY: INTERMEDIATE. FIRE RATING: NON RATED SYSTEM. EDGE MOULDING: STEEL CHANNEL WITH FACTORY FINISH MATCHING GRID. HANGER WIRE: MINIMUM 12 GAUGE GALVANIZED ANNEALED WIRE CONNECTED TO STRUCTURE. (NOT: CONDUITS, PIPES, MECHANICAL DUCTS, ETC.).

CLF CHAINLINK FABRIC. 2" MESH 9 GAUGE CH AINLINK FENCE FABRIC.

CP EXISTING CEILING EXTERIOR. 7/8" THICK 3‐COAT CEMENT PLASTER WITH SMOOTH FINISH OVER METAL LATH. TEXTURE SMOOTH. FINISH ACRYLIC COLOR COAT AS SELECTED BY OWNER.

MCP
METAL CLAD EXPANDED POLYSTYRENE PANELS: 6" THICK EXPANDED POLYSTYRENE CORE, JACKETED WITH FACTORY FINISHED WHITE 26 GAUGE STEEL PANEL SURFACE. MANUFACTURER:

CANNAPANELS (HTTPS://CANNAPANELS.COM/) OR ARCHITECT APPROVED EQUAL.

GB
WALL GYPSUM BOARD. 5/8" TYPE "X" GYPSUM BOARD APPLIED PERPENDICULAR TO EACH SIDE OF WALL FRAMING MEMBERS @ 16" O.C. MAXIMUM SPACING. PROVIDE 5/8" DIAMETER BULLNOSE AT ALL OUTSIDE EDGE CORNERS. FASTEN WITH 1‐7/8" TYPE "S" OR TYPE "W" DRYWALL SCREWS 12" O.C. @ JOINT & INTERMEDIATE STUDS. SEE SHEAR PANEL SCHEDULE FOR LO
CATION & TYPE OF SHEAR PANELS REQUIRED. TAPE & TEXTURE SMOOTH LEVEL 5 FINISH.

GBSW
WALL GYPSUM BOARD SECURITY WALL. FACE WALL CORE WITH SECUREX 3/4" #9 FLAT STEEL MESH OVER STUDS. 5/8" TYPE "X" GYPSUM BOARD APPLIED PERPENDICULAR TO EACH SIDE OF WALL FRAMING MEMBERS @ 16" O.C. MAXIMUM SPACING. PROVIDE 5/8" DIAMETER BULLNOSE AT ALL OUTSIDE EDGE CORNERS. FASTEN WITH 1‐7/8" TYPE "S" OR TYPE "W" DRY
WALL SCREWS 12" O.C. @ JOINT & INTERMEDIATE STUDS. SEE SHEAR PANEL SCHEDULE FOR LOCATION & TYPE OF SHEAR PANELS REQUIRED. TAPE & TEXTURE SMOOTH LEVEL 5 FINISH.

MCP
METAL CLAD EXPANDED POLYSTYRENE PANELS: 6" THICK EXPANDED POLYSTYRENE CORE, JACKETED WITH FACTORY FINISHED WHITE 26 GAUGE STEEL PANEL SURFACE. MANUFACTURER:

CANNAPANELS (HTTPS://CANNAPANELS.COM/) OR ARCHITECT APPROVED EQUAL.

P1
3‐COAT PAINT GYPSUM BOARD SURFACES ONLY. DO NOT PAINT BRICK OR OTHER SURFACES WITHOUT OWNER'S APPROVAL. INTERIOR FINISH SHERWIN‐WILLIAMS SW‐7005 "PURE WHITE".

P2 3‐COAT PAINT GYPSUM BOARD SURFACES ONLY. DO NOT PAINT BRICK OR OTHER SURFACES WITHOUT OWNER'S APPROVAL. INTERIOR FINISH SHERWIN‐WILLIAMS SW 6541 "DAYDREAM".

PT
12" X 12" PORCELAIN TILE OVER 5/8" THICK GYPSUM BOARD WITH THIN‐SET ADHESIVE. FINISH IMAGICA ™ COLORBODY™ PORCELAIN . COLOR: MIDNIGHT IG 98. PATTERN: RUNNING BOND WITH 3" X 12" BULLNOSE SHAPE S‐43C9.

CLF CHAINLINK FABRIC. 2" MESH 9 GAUGE CHAINLINK FENCE FABRIC.

WP EXISTING WALL EXTERIOR. 7/8" THICK 3‐COAT CEMENT PLASTER WITH SMOOTH FINISH OVER METAL LATH. TEXTURE SMOOTH. FINISH ACRYLIC COLOR COAT AS SELECTED BY OWNER.

MCP
2" X 6" X 16 GAUGE STAINLESS STEEL CHANNEL WITH 1/4" X 1‐1/4" EMBED TAPCON 410 STAINLESS STEEL ANCHORS @ 32" O.C., MIN TWO (2) PER SEPARATE PAN EL. STRENGTH VALUES PER ANCHOR IN CONCRETE F'C = 3000 PSI: SHEAR & TENSION = 1,500#.

PT
TRB TOP SET RUBBER BASE. PRODUCT: ROPPE 4" HIGH PINNACLE RUBBER BASE WITH INTEGRAL COVE. COLOR: AS SELECTED BY OWNER.

CR CARPET OVER 1/2 IN. THICK 8 LB. DENSITY CARPET CUSHION.

EC EXISTING CONCRETE SLAB. CLEAN & SEAL.

RT RUBB
ER TILE. PRODUCT: ROPPE ESD RUBBER STATIC CONTROL TILE FLOORING. COLOR: AS SELECTED BY OWNER.

PT 24" X 24" PORCELAIN TILE OVER 1/2" THICK CEMENT BACKER BOARD WITH THIN‐SET ADHESIVE.

FINISH IMAGICA ™ COLORBODY™ PORCELAIN . COLOR: HAZE IG 97. PATTERN: STRAIGHT LAY.

SW
SOLID WOOD. PROVIDE UREA‐FORMALDEHYDE FREE, OR SEAL ON ALL 6 SIDES. ADHESIVES‐ UREA‐FORMALDEHYDE FREE & LOW VOC CONTENT. SOLID WOOD FACE FOR CABINET DOORS & DRAWER FACES WITH MDF OR PARTICLE BOARD BOX. ADD ALT: PROVIDE ALL PLYWOOD BOXES WITH SOLID WOOD FACE FRAME & SOLID WOOD DOORS. HINGES CONCEALED EU ROPEAN STYLE ADJUSTABLE. DRAWER SLIDES 100 LBS RATED. TYPE & FINISH AS DIRECTED BY OWNER.

PL
PLASTIC LAMINATE. EXPOSED OR OPEN FACES, SHALL BE HIGH PRESSURE DECORATIVE LAMINATE GP50 (.050) OVER 3/4" THICK INDUSTRIAL GRADE 45 LB. PARTICLE BOARD CORE.

CONCEALED OR CLOSED FACES SHALL BE THERMAL FUSED MELAMINE (WHITE).

PL
PLASTIC LAMINATE. EXPOSED OR OPEN FACES SHALL BE HIGH PRESSURE DECORATIVE LAMINATE GP50 (.050) OVER 1‐3/4" THICK INDUSTRIAL GRADE 45 LB. PARTICLEBOARD CORE.

CONCEALED OR CLOSED FACES SHALL BE THERMAL FUSED MELAMINE (WHITE). "FORMICA" MINERAL JET 3450‐RD.

SS SOLID SURFACE. PROVIDE 1/2" THICK WITH 1‐1/2" BUILD DOWN EDGE PROFILE. MATERIAL & COLOR:

KOVASTONE, QUARTZ BUDDHA STONE CT‐273.
6" HIGH X 12" LONG PORCELAIN TILE WITH 3/8" RADIUS COVED BASE OVER 5/8" THICK GYPSUM BOARD WITH THIN‐SET ADHESIVE. FINISH IMAGICA ™ COLORBODY™ PORCELAIN . COLOR: MIDNIGHT IG 98. SHAPE COVE BASE P‐36C9T (3/8" RADIUS). PATTERN: RUNNING BOND WITH 1" X 6" CORNER COVE (3/8" RADIUS) BASE SHAPE SC‐36C9T AT AL L CORNERS.

PGB PAINTED GREENBOARD. 5/8" MOISTURE RESISTANT GREENBOARD DRYWALL. FINISHED W/ A WASHABLE SEMI GLOSS PAINT (TO BE DURABLE, NONABSORBENT AND EASILY CLEANABLE) INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCYk EXCERPT OF 2019 CBC TABLE 803.13
INTERIOR EXIT STAIRWAYS,
INTERIOR EXIT RAMPS AND EXIT
PASSAGEWAYS a, b
ROOMS AND

ENCLOSED
SPACES c
INTERIOR EXIT
STAIRWAYS, INTERIOR
EXIT RAMPS AND EXIT
PASSAGEWAYS a, b
ROOMS AND

ENCLOSED
SPACESc
Ad Be
A‐3f , A‐4, A‐5
R‐4 m
Cg
Bh, i
Aj
Bh, i
R‐3m, R‐3.1
GROUP

SPRINKLERED I NONSPRINKLERED
CORRIDORS AND
ENCLOSURE FOR EXIT
ACCESS STAIRWAYS
AND EXIT ACCESS
RAMPS
CORRIDORS AND
ENCLOSURE FOR
EXIT ACCESS
STAIRWAYS AND
EXIT ACCESS RAMPS
A‐1 & A‐2 B B C A
B B C A Ad C
B, E, M, R‐1 B C C A B C

B C C A B B

F C C C B C C
H, L B B A A B
I‐2, I‐2.1 B B A A B
I‐3 A B NP NP NP
I‐4 B B A A B
R‐2 C C C B B C
R‐2.1 B C C A B B

C C C C C C

S C C C B B C
U NO RESTRICTIONS NO RESTRICTIONS
For SI: 1 inch = 25.4 mm, 1 square foot = 0.0929m2
NP = Not permitted [SFM]
a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible bas and fireblocked as required by section 803.13.1. b. In other than Group I‐3 occupancies in buildings less than three stories above grade plane, Class B interior finish for nonsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted in interior stairways and ramps. c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire‐resistance rating is required for structural elements, the enclosing partitions shall be extended from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. d. Lobby areas in Group A‐1, A‐2 and A‐3 occupancies shall not be less than Class B materials. e. Class C interior finish materials shall be permitted in places of assembly with and occupant load of 300 persons or less. f. For places of religious worship, wood used for ornamental purposes, trusses, paneling or chancel furnishing shall be permitted. g. Class B material is required where the building exceeds two stories. h. Class C interior finish materials shall be permitted in administrative spaces. i. Class C interior finish materials shall be permitted in rooms with a capacity of four persons or less. j. Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in corridors and exit access stairways and ramps. k. Finish materials as provided for in the other section of this code. l. Applies when protecting by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. m. Where Group R‐3 and R‐4 occupancies are permitted in Section 903.2.8 to be protected by an automatic sprinkler system installed in accordance with Section 903.3.1.3, the requirements for a non‐sprinklered building shall apply.

SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A1.51
SCHEDULES ‐ FINISHES
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
EXISTING RESTROOM FINISH NOTES:
• EXISTING FLOORS ARE EPOXY SEALED CONCRETE FLOORING.
• EXISTING WALLS ARE FRP WALL PANELS AT 48" AFF OVER GWB.

W/ 6"PT COVED BASE (ALL WALLS).
1 Ref.

Level
FREE EGRESS RELEASE
SIDE VIEW FRONT (EXTERIOR) VIEW SECTION A‐A REAR (INTERIOR) VIEW JACK SCREWS
A‐A
A‐A
PLAN VIEW
90°

80.5x38.75" AMERICAN SECURITY VAULT DOOR

1. DOOR, RIGHT SWING, CLEAR OPENING: 80Hx 37‐1/2 W.
(32 W/ DOOR @ 90 ) W (TL‐30 COMPOSITE CONSTRUCTION). CONSTRUCTED OF INNER AND OUTER STEEL PLATES WITH DRYLIGHT FILL. EQUIPPED WITH A UL LISTED LAGORD 3600 ELECTRONIC KEYPAD COMBINATION LOCK, "EI" HANDLE, RELOCKING DEVICES, A FREE EGRESS INSIDE RELEASE MECHANISM AND SIX (6) 1" DIA. CHROM
E‐PLATED LOCKING BOLTS. LOCK PROTECTED BY A DRILL‐RESISTANT HARDPLATE.

2. MASONRY OPENING: 83Hx 42‐7/8 W.

3. WALL THICKNESS VARIATION 7‐3/4" TO 8‐3/4"

4. APPROX WEIGHTS:

DOOR: 601lbs.
1/4" THICK STEEL FRAME, MAIN: 187lbs.
1/4" THICK STEEL FRAME, REAR: 98lbs.

TOTAL: 886lbs.

SPECIFICATIONS:

INSTALLATION INSTRUCTIONS:

1. PLACE REAR FRAME INSIDE VAULT, OUT OF WAY.

2. TILT DOOR/ FRAME ASSY. UP INTO POSITION ON OUTSIDE OF VAULT.

3. FROM INSIDE OF VAULT, USE EIGHT (8) JACK SCREWS TO ADJUST DOOR FRAME IN OPENING, MAKING SURE DOOR FRAME IS PLUMB AND SQUARE.

4. PLACE REAR FRAME IN PLACE FROM INSIDE VAULT INT O DOOR/ FRAME ASSY. USING HOLES IN REAR FRAME AS TEMPLATE, DRILL THIRTEEN (13) "F" (0.257" DIA.) HOLES IN DOOR FRAME AND TAP HOLES USING 5/16‐18 THREAD TAP. ATTACH REAR FRAME USING THIRTEEN (13) 5/16‐18 x 1 HEX HD SCREWS PROVIDED 8" WALL7' ‐ 0 7/8"
6' ‐ 8" CLEAR
3' ‐ 2 3/4"
3' ‐ 10 3/4" 8" WALL
FLUSH BOLT
LEVER LATCHSET
LEVER LOCKSET
LEVER MORTISE LOCKSET
HINGES
PANIC EXIT DEVICE‐1
PANIC EXIT DEVICE‐2
PULL BAR
PUSH PLATES

SILENCERS
SMOKE GASKETS
SWEEP

THRESHOLD
WALL SIGN (MEN'S)
WALL SIGN (UNISEX)
WALL SIGN (WOMEN'S)
WALL STOP
C.R. LAURENCE 1/4" OFFSET FLUSH BOLT OR APPROVED EQUAL.

SCHLAGE LT SERIES OR APPROVED EQUAL.

SCHLAGE L9000 SERIES OR APPROVED EQUAL.
4‐1/2" X 4‐1/2" STAINLESS STEEL COMMERCIAL GRADE
VON DUPRIN 98‐F/99‐F RIM EXIT DEVICE WITH OUTSIDE KEY CONTROL WITH FULL TRIM & LOCK CYLINDER. DEVICE SHALL BE LISTING IN ACCORDANCE WITH UL 305.

VON DUPRIN 2227 SURFACE MOUNTED VERTICAL ROD FIRE EXIT DEVICE WITH OUTSIDE KEY CONTROL WITH FULL TRIM & LOCK CYLINDER. DEVICE SHALL BE LISTING IN ACCORDANCE WITH UL 10C & UL 305.

VON DUPRIN 98/99 SERIES OR APPROVED EQUAL.

DON‐JO DOOR SILENCERS 1610 OR APPROVED EQU AL.

PEMKO DARK BRONZE SILICONE SMOKE SEAL OR APPROVED EQUAL.

C.R. LAURENCE ENTRANCE DOOR SWEEP WITH EXTRUDED ALUMINUM SLIDE COVER THAT CONCEALS THE FASTENERS OR APPROVED EQUAL
C.R. LAURENCE BRONZE ALUMINUM COMMERCIAL SADDLE THRESHOLD 5" WIDE (MIN) X 1/4" HIGH ALUMINUM THRESHOLD OR APPROVED EQUAL. +/‐ 1/4" THICK X 6" WIDE X 10" HIGH CBC SIGN (MEN'S) COLOR SOLID BLUE WITH WHITE LETTERING. SECURE ACRYLIC TO WALL WITH SCREWS. MOUNT ON PUBLIC SIDE.
+/‐ 1/4" THICK X 6" WIDE X 10" HIGH CBC SIGN (UNISEX) COLOR SOLID BLUE WITH WHITE LETTERING. SECURE ACRYLIC TO WALL WITH SCREWS. MOUNT ON PUBLIC SIDE.
+/‐ 1/4" THICK X 6" WIDE X 10" HIGH CBC SIGN (WOMEN'S) COLOR SOLID BLUE WITH WHITE LETTERING. SECURE ACRYLIC TO WALL WITH SCREWS. MOUNT ON PUBLIC SIDE.

IVES WS443 WALL STOP OR APPROVED EQUAL.

HARDWARE LEGEND
CLOSER HEAVY‐DUTY COMMERCIAL GRADE 1 SURFACE APPLIED CLOSERS. CERTIFICATION ANSI A 156.4 GRADE 1 UL LISTED.

COORDINATOR
TRIMCO RETRACTING DOOR COORDINATOR WITH RUBBER ROLLERS NON‐HANDED STOP MOUNTED MATTE BLACK FINISH (FOR ALL EQUAL PAIRS OF DOOR BETWEEN 72" & 96" MAX ASTRAGAL OVERLAP IS 3/4") MEETS ANSI 156.3 TYPE 21 OR APPROVED EQUAL.

DEADBOLT SCHLAGE L400 SERIES OR APPROVED EQUAL.

DEADBOLT INTERCONNECTED
LEVER LOCKSET SCHLAGE L9000 SERIES OR APPROVED EQUAL.

DOOR SIGN (MEN'S)
+/‐ 1/4" THICK X 12" DIAMETER TRIANGLE (MEN'S) COLOR SOLID BLUE WITH WHITE LETTERING. SECURE ACRYLIC TO DOOR WITH SCREWS. MOUNT ON PUBLIC SIDE.

DOOR SIGN (UNISEX)
+/‐ 1/4" THICK 12" DIAMETER CIRCLE & TRIANGLE (UNISEX) COLOR SOLID BLUE WITH WHITE LETTERING. SECURE ACRYLIC TO DOOR WITH SCREWS. MOUNT ON PUBLIC SIDE.

DOOR SIGN (WOMEN'S) +/‐ 1/4" THICK 12" DIAMETER CIRCLE (WOMEN) COLOR SOLID BLUE WITH WHITE LETTERING. SECURE ACRYLIC TO DOOR WITH SCREWS. MOUNT ON PUBLIC SIDE ELECTRIC STRIKE‐1 HES 5000 SERIES. INCLUDE REQUIRED TRANSFORMER, BRIDGE RECTIFIERS, ADAPTORS & FACEPLATES. FINISH: US32D. ELECTRICAL: .51A @12VDC.

ELECTRIC STRIKE‐2
HES 310 SERIES. INCLUDE REQUIRED TRANSFORMER, BRIDGE RECTIFIERS, ADAPTORS & FACEPLATES. FINISH: US32D. ELECTRICAL: .51A @12VDC. DEVICE SHALL BE LISTED 3 HOUR RATED FOR DOOR INSTALLATION IN ACCORDANCE WITH UL 10C.

EXIT DECAL
A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND.

FLOOR STOP IVES FS13 FLOOR DOME STOP OR APPROVED EQUAL.

WINDOW LEGEND
EXIST
FRAME MATERIALS
A36
FDS‐20/45/60/90
HM‐16
BR
TC‐18
TS‐20
FRAME FINISH
F1
F2
P1
P2

GLAZING
FG‐1
GCP
TG‐1
HARDWARE FINISH
US10B
NOTE: PROVIDE NEW "3M" ULTRA SAFETY & SECURITY WINDOW FILM APPLIED TO INTERIOR SIDE OF EXISTING GLAZING PER MANUFACTURER'S INSTRUCTIONS AT ALL EXISTING FIRST FLOOR WINDOWS & SECOND STORY WINDOWS ADJACENT TO ROOF OR TERRACE AREAS.

ASTM A36 STEEL.

FIREFRAMES DESIGNER SERIES 20/45/60/90 MINUTE FIRE‐RATED DOORS & FRAMES CLASSIFIED & LABELED BY UNDERWRITERS LABORATORIES INC. FILE NUMBER FOR LABELED 20/45/60/90 MINUTE FIRE‐RATED FRAME
ASSEMBLIES IS R‐19207. FRAME TESTS PERFORMED IN ACCORDANCE WITH UL 9 & NFPA 257.

HOLLOW METAL HOT DIPPED GALVANIZED WELDED FRAME 16 GAUGE.

BAL
LISTIC FRAME. KTM 3" WIDE BALLISTIC FRAME OR ARCHITECT APPROVED EQUAL.

TIMELY C‐SERIES 18 GAUGE, FACTORY PREFINISHED WITH STANDARD CASING OR APPROVED EQUAL. MINIMUM JAMB DEPTH ‐ 2 5/8". MAXIMUM JAMB DEPTH ‐ 13". FIRE RATING ‐ 90 MINUTE (MINIMUM JAMB DEPTH 3 3/8" FOR RATING). MAXIMUM DOOR WEIGHT ‐ 500 LBS. GENERAL USE FOR AL L INTERIOR OPENINGS REQUIRING ADDITIONAL STRENGTH & IMPACT RESISTANCE OF 18 GAUGE STEEL. PREFERRED USE FOR DOORS WITH SIDELIGHTS.

TIMELY S‐SERIES 20 GAUGE, FACTORY PREFINISHED WITH STANDARD CASING OR APPROVED EQUAL. MINIMUM JAMB DEPTH –2 5/8". MAXIMUM JAMB DEPTH –5 3/8". FIRE RATING –9 0 MINUTE. (MINIMUM JAMB DEPTH 3 3/8" FO
R RATING). MAXIMUM DOOR WEIGHT – 500 LBS. GENERAL USE FOR ALL INTERIOR OPENINGS.

FACTORY PREFINISHED "WHITE".

FACTORY PREFINISHED "BLACK".
3‐COAT PAINT. INTERIOR FINISH SHERWIN‐WILLIAMS SW‐7005 "PURE WHITE".
3‐COAT PAINT. INTERIOR FINISH SHERWIN‐WILLIAMS SW‐6258 "TRICORN BLACK".

FIRE‐RATED & SAFETY‐RATED GLASS CERAMIC FIRELITE PLUS. NOMINAL 5/16" THICK LA MINATED FIRE‐RATED POLISHED & IMPACT SAFETY‐RATED GLAZING MATERIAL. LISTED FOR USE IN DOORS, SIDELITES, TRANSOMS & BORROWED LITES WITH FIRE RATING REQUIREMENTS RANGING FROM 20 MINUTES TO 3 HOURS. IMPACT SAFETY RATED ANSI Z97.1 & CPSC 16CFR1201 (CAT. I & II).

GLASS CLAD POLYCARBONATE. PRODUCT: KTM GLASS CLAD
POLY
CARBONATE (8.9 LBS/SF) OR ARCHITECT APPROVED EQUAL.

TEMPERED GLASS. CATEGORY II. 1/4" THICK CLEAR TEMPERED GLASS COMPLYING WITH ANSI Z97.1 2004 U A & 16 CFR 1201 CAT II & MUST CONFORM TO ASTM C1036 & C1048. MANUFACTURER: ANEMOSTAT OR ARCHITECT APPROVED EQUAL. AVAILABLE COLORS: BRONZE, GRAY, GRAYLITE & OBSCURE. NOTE: PRODUC T SHALL BE ORDERED TO FIT & CANNOT BE CUT AFTER MANUFACTURING.

DARK OXIDIZED, SATIN BRONZE, OIL RUBBED
DOOR HARDWARE SCHEDULE
HW‐03 HW‐04
HW‐05 (20‐MINUTE LABEL) HW‐06 (20‐MINUTE LABEL)
HW‐07 (60‐MINUTE LABEL) HW‐08 (3‐HOUR LABEL)
HW‐09 HW‐10
HW‐11 HW‐12
HW‐13 (20‐MIN LISTING) HW‐14
HW‐15 HW‐16
HW‐17 HW‐18
HW‐19 HW‐20
8 BUTT HINGES BUTT HINGES
2P U L L BARS LEVER MORTISE LOCKSET
1S T R I K E E L E C T R I C STRIKE‐1
2P A N I C EXIT DEVICE‐2C L O S E R
2C L O S E R S WITH COORDINATOR DOOR SWEEP
1A L U M I N U M THRESHOLD FLOOR STOP
2 DOOR SWEEPS SMOKE GASKET
2 FLOOR STOPS
BUTT HINGES BUTT HINGES
LEVER MORTISE LOCKSET LEVER MORTISE LOCKSET
ELECTRIC STRIKE‐1E LECTRIC STRIKE‐1

CLOSER CLOSER
DOOR SWEEP DOOR SWEEP
FLOOR STOP FLOOR STOP
SMOKE GASKET SMOKE GASKET
BUTT HINGES BUTT HINGES
LEVER MORTISE LOCKSET LEVER MORTISE LOCKSET
ELECTRIC STRIKE‐2E LECTRIC STRIKE‐2
CLOSE
R PANIC EXIT DEVICE‐2
DOOR SWEEP CLOSER
FLOOR STOP DOOR SWEEP
SMOKE GASKET FLOOR STOP
SMOKE GASKET
4B U T T HINGES BUTT HINGES
LEVER SET LEVER LOCKSET

STRIKE STRIKE
CLOSER FLOOR STOP
SMOKE GASKET
FLOOR STOP
DOOR SIGN
WALL SIGN
8B U T T HINGES BUTT HINGES
2P U L L BARS LEVER MORTISE LOCKSET
1E L E C T R I C STRIKE‐1 STRIKE
2P A N I C EXIT DEVICE‐2 CLOSER
2C L O S E R S WITH COORDINATOR ALUMINUM THRESHOLD
1A L U M I N U M THRESHOLD DOOR SWEEP
2 DOOR SWEEPS FLOOR STOP
2 FLOOR STOPS
4B
U T T HINGES BUTT HINGES
LEVER SET LEVER MORTISE LOCKSET
STRIKE ELECTRIC STRIKE‐1
CLOSER PANIC EXIT DEVICE‐2
SMOKE GASKET CLOSER
FLOOR STOP DOOR SWEEP
DOOR SIGN (MEN'S) FLOOR STOP
1W A L L SIGN (MEN'S) SMOKE GASKET
4B U T T HINGES ROLL‐UP DOOR ASSEMBLY PER MANF
1 LEVER MORTISE LOCKSET LOCKSET
1E L E C T R I C STRIKE‐1
1P A N I C EXIT DEVICE‐2 (ALARMED)
1C L O S E R
1 DOOR SWEEP
1 FLOOR STOP
1S M O K E GASKET
4B U T T HINGES 8 BUTT HINGES
1P U L L BARS 2 PULL BARS
1E L E C T R I C STRIKE‐1 1 STRIKE
1P A N I C EXIT DEVICE‐22 P A N I C EXIT DEVICE‐2
1C L O S E R S WITH COORDINATOR 2 CLOSERS WITH COORDINATOR 1A L U M I N U M THRESHOLD 1 ALUMINUM THRESHOLD
1 DOOR SWEEPS 2 DOOR SWEEPS
1 FLOOR STOPS 2 FLOOR STOPS
1E X I T DECAL (INTERIOR SIDE)
8B U T T HIN GES 8 BUTT HINGES
2P U L L BARS 1 LEVER MORTISE LOCKSET
1E L E C T R I C STRIKE‐1 1 ELECTRIC STRIKE‐1
2P A N I C EXIT DEVICE‐22 CLOSERS WITH COORDINATOR
2C L O S E R S WITH COORDINATOR 1 ALUMINUM THRESHOLD
2 DOOR SWEEPS 2 DOOR SWEEPS
2 FLOOR STOPS 2 FLOOR STOPS
1 EXIT DECAL (INTERIOR SIDE)
1 1
1 1
1 1
1 1
1 1
1 1
1 4
1 1
1 1
1 1
4 1
4 1
4 1
1 1
4 1
1 1
1 1
1 4
1 1
1 4
1 4
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
ALA
RM WILL SOUND SIGN1
DOOR LEGEND
FRAME MATERIALS
AA
FM
FM‐20/45/60/90/3HR
FRAME FINISH
F1
F2
P1
P2
DOOR MATERIALS
AA
DM
DM‐20/45/60/90/3HR
FW
FW‐20/45/60/90/3HR
ESR
DOOR FINISH
F1
F2
SC‐1

GLAZING
FG‐1
FG‐2
LG‐1
TG‐1
HARDWARE FINISH
US10B
US32D
ANODIZED ALUMINUM.

HOLLOW METAL HOT DIPPED GALVANIZED WELDED FRAME 16 GAUGE. "TRUDOOR" 20/45/60/90 MINUTE & 3‐HOUR FIRE‐RATED DOOR FRAMES CLASSIFIED & LABELED BY UNDERWRITERS LABORATORIES OR WARNOCK HERSEY. FRAME TESTS PERFORMED IN ACCORDANCE WITH UL 9 & NFPA 257.

FACTORY PREFINISHED "WHITE".

FACTORY PREFINISHED "BLACK".
3‐COAT PAINT. INTERIOR FINISH SHERWIN‐WILLIAMS SW‐7005 "PURE WHITE".
3‐COAT PAINT. INTERIOR FINISH SHERWIN‐WILLIAMS SW‐6258 "TRICORN BLACK".

ANODIZED ALUMINUM.
"TRUDOOR" COMMERCIAL GRADE SDI LEVEL 2, 16 GAUGE STEEL FLUSH DOOR. FIRE RATED LABEL NOT REQUIRED.
"TRUDOOR" 20/45/60/90 MINUTE & 3‐HOUR FIRE‐RATED COMMERCIAL SDI LEVEL 2 FLUSH STEEL D OORS CLASSIFIED & LABELED BY UNDERWRITERS LABORATORIES OR WARNOCK HERSEY.

FLUSH FIR WOOD DOOR WITH LAMINATED CORE WITH BOOK MATCHED FACE VENEERS & VERTICAL GRAIN. FIRE RATED LABEL NOT REQUIRED.

FLUSH FIR WOOD DOOR WITH LAMINATED CORE WITH BOOK MATCHED FACE VENEERS & VERTICAL GRAIN. 20/45/60/90 MINUTE & 3‐HOUR FIRE‐ RATED & LAB
ELED BY UNDERWRITERS LABORATORIES OR WARNOCK HERSEY.

ENGINEERED FIR WOOD STILES & RAILS DOOR WITH DOWEL PINNED STILE & RAIL JOINERY.

FACTORY PREFINISHED "WHITE".

FACTORY PREFINISHED "BLACK".

STAIN‐&‐CLEAR FINISH. COLOR: MINWAX COFFEE GEL STAIN. FIRST COAT:

STAIN‐&‐SEALER WITH AN ALKYD‐RESIN BASE. THE SECOND & THIRD COATS (TWO TOP COATS MINIMUM): A WATER‐BORNE LATEX RESIN‐BASE CLEAR FINISH. DO NOT SAND BETWEEN COATS OF CLEAR LATEX. UNDER NO CIRCUMSTANCES SHOULD A LACQUER‐BASED TONER OR ANY OT HER LACQUER‐BASED FINISH BE USED ON EXTERIOR WOOD.

FIRE‐RATED & SAFETY‐RATED GLASS CERAMIC FIRELITE PLUS. NOMINAL 5/16" THICK LAMINATED FIRE‐RATED POLISHED & IMPACT SAFETY‐RATED GLAZING MATERIAL. LISTED FOR USE IN DOORS, SIDELITES, TRANSOMS & BORROWED LITES WITH FIRE RATING REQUIREMENTS RANGING FROM 20 MINUTES TO 3 HO
URS. IMPACT SAFETY RATED ANSI Z97.1 & CPSC 16CFR1201 (CAT. I & II).

FIRE‐RATED SAFETY‐RATED WIRED GLASS WIRELITE NT. NOMINAL 1/4" THICK FIRE‐RATED & IMPACT SAFETY‐RATED GLAZING MATERIAL COMPOSED OF WIRED GLASS & SURFACE‐APPLIED FIRE‐RATED FILM. LISTED FOR USE IN DOORS, SIDELITES, TRANSOMS & BORROWED LITES WITH FIRE RATING REQUIREMENTS FOR 20, 45, 60 & 90 MINUTES. IMPACT SAFETY‐RA TED ‐ MEETS ANSI Z97.1 & CPSC 16CFR1201 (CAT. I & II). PATTERN GEORGIAN CLEAR 1/2" PATTERN. AVAILABLE AS AN INSULATED GLASS UNIT (IGU).

PASSES POSITIVE PRESSURE TEST STANDARDS UL 10C. FOR USE IN FIREFRAMES DESIGNER SERIES FROM TGP OR STANDARD FIRE‐RATED FRAMES.

LAMINATED SAFETY GLASS. CATEGORY II. 1/4" THICK CLEAR LA MINATED GLASS COMPLYING WITH ANSI Z97.1 2004 U A & 16 CFR 1201 CAT II & MUST CONFORM TO ASTM C1036, C1048 & C1172. MANUFACTURER: ANEMOSTAT OR ARCHITECT APPROVED EQUAL. AVAILABLE COLORS: BRONZE, GRAY, GRAYLITE & OBSCURE. NOTE: PRODUCT SHALL BE ORDERED TO FIT & CANNOT BE CUT AFTER MANUFACTURING.

TEMP
ERED GLASS. CATEGORY II. 1/4" THICK CLEAR TEMPERED GLASS COMPLYING WITH ANSI Z97.1 2004 U A & 16 CFR 1201 CAT II & MUST CONFORM TO ASTM C1036 & C1048. MANUFACTURER: ANEMOSTAT OR ARCHITECT APPROVED EQUAL. AVAILABLE COLORS: BRONZE, GRAY, GRAYLITE & OBSCURE. NOTE: PRODUCT SHALL BE ORDERED TO FIT & CANNOT BE CU T AFTER MANUFACTURING.

DARK OXIDIZED SATIN BRONZE OIL RUBBED.

US32D SATIN STAINLESS STEEL.

THE DOOR HARDWARE SHALL COMPLY WITH THE FOLLOWING:
1 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 2016 CBC SECTIONS 1010.1.9 & 1010.1.9.5.
2 OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQ
UIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. 2016 CBC SECTION 11B‐309.4.
3 LEVER HANDLE DOOR HARDWARE. THE LEVER OF LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN ½" INCH OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. 2016 CBC SECTION 1010.1.9.1 & CALIFORNIA REFERENCE STANDARD CODE SECTION 12‐10‐202.
4 IN BUILDINGS IN OCCUPANCY GROUP A HAV ING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F , M & S, & IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY‐OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: 2.1.

THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LO CKED; 2.2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND; & 2.3. THE USE OF TH E KEY‐ OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. (2016 CBC SECTION 1010.1.9.3, ITEM #2) DEAD BOLTS NOT PERMITTED.

DOOR SCHEDULE

SYM WIDTH HEIGHT THICKNESS FRAME

MATERIAL
FRAME
FINISH
DOOR

MATERIAL
DOOR

FINISH GLAZING HARDWARE LISTING DETAIL

REFERENCE COMMENTS
EXIST EXISTING ‐ NO CHANGE
D101 3'‐0" 7' ‐0" 1‐ 3/4" PER MANF HW ‐17 17/A9.41 LOBBY ‐ SEE NOTE 1 DM
HW‐04
14/A9.41
‐‐
(E) RECEPTION
EXIST
P1
EXIST
HW‐14
14/A9.41 (E) LOBBY/HALL
(E) LOBBY/HALL
3'‐0"
HW‐04
(E) PRODUCT INTAKE/HALL
SECURE STORAGEHW‐04
14/A9.41 ORDER PROCESSING
PRODUCT INTAKE/HALL
HW‐14
15/A9.41 (E) PRODUCT INTAKE (EXTERIOR)

ELECTRICAL

EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST D102
D103
D104
D105
D106
D107
D108
D109
D110
D111
D112
D113
3'‐0"
3'‐0"
3'‐0"
3'‐0"
3'‐0"
3'‐0"
3'‐6"
3'‐0"
3'‐0"
3'‐0"
3'‐0"
7'‐0"
7'‐0"
7'‐0"
7'‐0"
7'‐0"
7'‐0"
7'‐0"
7'‐0"
7'‐0"
7'‐0"
7'‐0"
7'‐0"
1‐3/4"
1‐3/
4"
1‐3/4"
1‐3/4"
1‐3/4"
1‐3/4"
1‐3/4"
1‐3/4"
1‐3/4"
1‐3/4"
1‐3/4"
1‐3/4"
EXIST
EXIST
EXIST
EXIST
PER MANF
DM
DM
EXIST
DM
DM
PER MANF
EXIST
EXIST
EXIST
EXIST
EXIST
PER MA
NF
P1
P1
EXIST
P1
P1
PER MANF
DM
EXIST
EXIST
EXIST
EXIST
PER MANF
DM
DM
EXIST
DM
DM
PER MANF
EXIST
P1
EXIST
EXIST
EXIST
EXIST
PER MANF
P1
P1
EXIST
P1
P1
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
HW‐14
HW‐14
HW‐14
HW‐14
HW‐15
HW‐10
HW‐14
4/A9.41
14/A9.41
4/A9.41
14/A9.41
A/A1.52
14/A9.41
10/A9.41
14/A9.41
LOBBY/RETAIL BUY ROOM
(E) OFFICE
RETAIL BUY ROOM/HALL
D117 3' ‐0" 7'‐ 0" 1 ‐3/4" ‐‐ HW‐10 10/A9.41 (E) FUTURE SPACE/HALL D
118 3' ‐0" 7'‐ 0" 1 ‐3/4" ‐‐ HW‐09 2/A9.41 (E) UNISEX RESTROOM NOTES:

1. NEW "THIS DOOR SHALL REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED" SIGN OVER THIS DOOR.

2. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HOR IZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES.

CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. CBC§11B‐404.2.10.

3. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: CB C§11B‐404.2.9.

A. INTERIOR AND EXTERIOR HINGED DOORS OR GATES, SLIDING, OR FOLDING DOORS: 5‐POUNDS MAX.

B. REQUIRED FIRE DOORS: THE MINIMUM OPENDING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.

4. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POS ITION OF 90°, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12° FROM THE LATCH IS 5 SECONDS MINIMUM. CBC§11B‐404.2.8.1.

5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH‐ PUL
L ACTIVATING BARS, OR OTHER HARDWARE DESIGNATED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENDING HARDWARE. CBC§11B‐309.4.

6. HAND‐ACTIVATED DOOR OPENING HARDWARE SHALL BE 34" MINIMUM AND 44" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POS ITION, OPERATION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. CBC§11B‐404.2.7. (E) UNISEX RESTROOM
(E) SECURITY OFFICE
D119
D120
3'‐0" 7'‐ 0" 1 ‐3/4"
3'‐0" 7'‐ 0" 1 ‐3/4"
‐‐ HW‐09
‐‐ HW‐04
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
2/A9.41
4/A9.41

EXIST EXIST EXIST EXIST

EXIST EXIST EXIST EXIST
WINDOW SCHEDULE

WIDTH HEIGHT FRAME

MATERIAL
FRAME

FINISH GLAZING HARDWARE

FINISH LISTING DETAIL

REFERENCE COMMENTS
EXIST EXISTING ‐ NO CHANGE (REF: NOTE 1)
HEAD HEIGHTSYM

EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXISTEXIST
W102 TS‐20 F27'‐0" 4'‐ 0" 7'‐ 0" TEMP GL US10B ‐‐ ‐‐ RECEPTION NOTES:

1. NEW 4" SECURITY WALL BEHIND WINDOW (REF: A3.11). APPLY NEW SECURITY AND TINTING FILM TO WINDOWS.

SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A1.52
SCHEDULES ‐ DOORS, WINDOWS & OPENINGS
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
SCALE
1/2" = 1'‐0" AVAULT DOOR
1 DOORS D114 THROUGH D116 HAVE BEEN REMOVED
WH
REF. NORTH

KEYNOTES
1 2
3 A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
J
J
I
I
(E) ADJACENT TENANT SPACE
FUTURE MANUFACTURING
(NOT IN SCOPE)
FUTURE MANUFACTURING
TENANT SPACE
(UNDER SEPARATE PERMIT
NOT IN SCOPE)
446 SF
PRODUCT INTAKE
FINISH:EXIST
CLG:10'
OLF:150 OL:4
261 SF
ORDER

PROCESSING
FINISH:FG‐1
CLG:8'
OLF:150 OL:2341 SF
SECURE STORAGE
FINISH:FG‐2
CLG:8'
OLF:300 OL:2
62 SF
ELECT.

FINISH:FG‐2
CLG:8'
OLF:0 OL:0
239 SF
HALL
FINISH:FG‐9
CLG:OPEN (17')
OLF:0 OL:0
1581 SF
RETAIL‐BUY ROOM
FINISH:FG‐8
CLG:OPEN (17')
OLF:60 OL:27
60 SF
JANITOR ROOM
FINISH:EXIST
CLG:8'
OLF:300 OL:1
96 SF
COMMON
WASH
ROOM
FINISH:EXIST
CLG:8'
OLF:300 OL:1
202 SF
BREAK ROOM
(COMMON)
FINISH:EXIST
CLG:8'
OLF:15 OL:14
88 SF
(E) UNISEX
FINISH:EXIST
CLG:8'
OLF:0 OL:0
87 SF
(E) UNISEX
FINISH:EXIST
CLG:8'
OLF:0 OL:0
137 SF

SECURITY
OFFICE
FINISH:EXIST
CLG:8'
OLF:150 OL:2
115 SF
(E) HALL
FINISH:EXIST
CLG:8'
OLF:0 OL:0
189 SF
LOBBY
FINISH:EXIST
CLG:8'
OLF:60 OL:4
156 SF

RECEPTION
FINISH:EXIST
CLG:8'
OLF:150 OL:2
157 SF
OFFICE
FINISH:EXIST
CLG:8'
OLF:150 OL:2
117 SF
(E) HALL
FINISH:EXIST
CLG:8'
OLF:0 OL:0
1 1
2 16
016
016
218
27 45
49 4
2 24
2 24
4 4
0 4
8 12
MAX. EXIT OCCUPANTS: 12
MAX. EXIT DISTANCE: 110' 1
TES-1
TES-1
TES-3
TES-3
TES-3
TES-3
TES-3
TES-3
FE
FE
FE
FE
FE
KEY
BOX
MAX. EXIT OCCUPANTS: 49
MAX. EXIT DISTANCE: 98'
1 14
5'‐0"
5'‐0"4'‐0"
4'‐0"
5'‐0"
5'‐0"
4'‐0"
4'‐0"554 SF
ELECTRICAL ROOM
FINISH:FG‐1
CLG:OPEN (17')
OLF:0 OL:0
MAX. EXIT OCCUPANTS: 0
MAX. EXIT DISTANCE: 75' 1
0 5'‐0"
5'‐0"
4'‐0"
4'‐0"
ACCESS COMPLIANCE LEGEND
TES‐1
TES‐2
TES‐3
TES‐4
TACTILE EXIT SIGN TE1 "EXIT". REFERENCE DETAIL 2/A9.11.

TACTILE EXIT SIGN TE2 "TO EXIT". REFERENCE DETAIL 2/A9.11.

TACTILE EXIT SIGN TE3 "EXIT ROUTE". REFERENCE DETAIL 2/A9.11.

TACTILE EXIT SIGN TE4 "EXIT STAIR DOWN". REFERENCE DETAIL 2/A9.11.

FIRE & LIFE SAFETY SYMBOLS
FE
OCCUPANT LOAD COUNT & DIRECTION ARROW TO EXIT. MAXIMUM DISTANCE TO EXIT FOR B, F, & S OCCUPANCY: 75'.

FIRE EXTINGUISHER ‐ RECESSED CABINET. FIRE EXTINGUISHER: INSTALL WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET, WITHIN 30 FEET OF COMMERCIAL COOKING EQUIPMENT, IN AREAS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED, USED OR DISPENSED, & ON EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION. USE 4‐A:80B:C EXTINGUISHERS FOR EXTRACTION ROOMS WITH A MAX. TR AVEL DISTANCE OF 50 FEET.

INTERIOR LED EXIT SIGN & LIGHT W/ BATTERY & EMERGENCY LIGHT HEADS. BATTERY: SEALED, MAINTENANCE‐FREE, LEAD CALCIUM BATTERY DELIVERS 90 MINUTE CAPACITY TO EMERGENCY LAMPS. SIGNAGE POWERED BY ELECTRICAL WIRING WHEN EMERGENCY BATTERY IS NOT IN USE. 1 INTERIOR LED EXIT SIGN W/ DIRECTIONAL ARROW(S) & LIGHT W/ BATTERY & EMERGENCY LIGHT HEADS. BATTERY: SEALED, MAINTENANCE‐FREE, LEAD CALCIUM BATTERY DELIVERS 90 MINUTE CAPACITY TO EMERGENCY LAMPS. SIGNAGE POWERED BY ELECTRICAL WIRING WHEN EMERGENCY BATTERY IS NOT IN USE.

KEY
BOX FIRE DEPARTMENT KEY BOX PER LOCAL FIRE DISTRICT REQUIREMENTS.

INTERIOR LED LIGHT W/ BATTERY & EMERGENCY LIGHT HEADS. BATTERY: SEALED, MAINTENANCE‐ FREE, LEAD CALCIUM BATTERY DELIVERS 90 MINUTE CAPACITY TO EMERGENCY LAMPS. SIGNAGE POWERED BY ELECTRICAL WIRING WHEN EMERGENCY BATTERY IS NOT IN USE.

EXTERIOR LED LIGHT W/ BATTERY & EMERGENCY LIGHT HEADS. BA TTERY: SEALED, MAINTENANCE‐FREE, LEAD CALCIUM BATTERY DELIVERS 90 MINUTE CAPACITY TO EMERGENCY LAMPS. SIGNAGE POWERED BY ELECTRICAL WIRING WHEN EMERGENCY BATTERY IS NOT IN USE.

NOTE:

EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED WITH 5‐FOOT‐CANDLES. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND WILL BE CONNECTED TO THE BUILDING POWER AND AN EMERGENCY POWER SOURCE PROVIDING 90 MINUTES OF ILLUMINATION IN CASE OF PRIMARY POWER LOSS.

SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
4 11‐07‐2023
A1.91
FIRE LIFE SAFETY PLAN
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
1E X I T WIDTH 34". MAXIMUM EXIT OCCUPANT LOAD = 112 OCCUPANTS (33.6" = .3 X 112 OCC) 2E X I T WIDTH 70". MAXIMUM EXIT OCCUPANT LOAD = 232 OCCUPANTS (33.6" = .3 X 230 OCC) 31 ‐HOUR DEMISING WALL ‐ REF: A3.11 (IF APPLICABLE)
4 WH
REF. NORTH

KEYNOTES
(E) ADJACENT TENANT SPACE
(NOT IN SCOPE)
1 2
4 4
4 4
4 4
5 67
88888
8 8 8 8 8 8
9 9
9 9
999
10 10 10
11 11
12 13
14 14
15 16
17 19
19 2121
22 23
23 23
23 24
27 27
17 29
29 18
18 11
2530
30 30
30 3
31 31
32 8
8 39
39 DALEWOOD STREET
34 32
70' ‐ 5 5/8" (SETBACK)
(SETBACK)
65' ‐ 10 1/4"
35 13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018

47.571 SF (1.092 ACRES)
BUILDING: 20,355 SF
N 50° 54' 00" W 258.97'
N 51° 30' 02" W 243.76'
S 39° 34' 54" W180.40'
S 43° 56' 43" W181.32'
43 19 19
20 420
2626
26 28
5 36
27 EXISTING SITE PARKING COUNT

PARKING

REQUIRED

PARKING

PROVIDED
TOTAL ACCESSIBLE PARKING: 1 SPACES 2 SPACES
TOTAL BICYCLE PARKING: 6 SPACES 0 SPACES
PARKING (WAREHOUSE): 1 PER 1000 SF. 21 SPACES 42 SPACES SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
4 11‐07‐2023
A2.01
EXISTING & DEMOLITION SITE PLAN
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
2022120901
SCALE
1/16" = 1'‐0" 1EXISTING & DEMOLITION SITE PLAN
1E X I S T I N G SUITE TO BE USED FOR PROJECT.
2E X I S T I N G SECURITY VEHICLE GATE (NO CLIMB TYPE) ‐ 6' HIGH (TO REMAIN). REMOVE RAZOR WIRE AND REPAINT BLACK OR DARK GREY
3E X I S T I N G SECURITY FENCE (NO CLIMB TYPE) ‐ 6' HIGH (TO REMAIN). REMOVE RAZOR WIRE AND REPAINT BLACK OR DARK GREY
4E X I S T I N G LANDSCAPING
5E X I S T I N G FIRE HYDRANT
6E X I S T I N G DEPRESSED TRUCK LOADING DOC K
7E X I S T I N G COVERED LOADING DOCK
8E X I S T I N G STEEL COLUMNS
9E X I S T I N G PARKING STALLS
10 EXISTING POWER POLES
11 EXISTING ACCESSIBLE PATH OF TRAVEL
12 EXISTING CMU TRASH ENCLOSURE (NON‐CANNABIS WASTE) TO BE REMOVED 13 EXISTING ELECTRICAL EQUIPMENT
14 EXISTING CONCRETE SIDEWALK
15 EXISTING COVERED ENTRY
16 EXISTING DRAINAGE BREAK IN CURB
17 EXISTING CURB AND GUTTER
18 EXISTING ACCESSIBLE PARKING STALL
19 EXISTING ENTRY DOOR
20 LANDSCAPE IN THIS AREA TO BE REMOVED FOR NEW WORK
21 EXISTING VEHICLE DOORS ‐ TO REMAIN.
22 EXISTING VEHICLE INGRESS AND EGRESS
23 EXISTING PROPERTY LINE ‐ NO CHANGE
24 EXISTING ADJACENT TENANT SPACE ‐ NOT IN SCOPE
25 EXISTING CONCRETE WALK
26 EXISTING STALLS ‐ TO BE RESTRIPED AS NEEDED.
27 EXISTING DRIVEWAY
28 EXISTING DOUBLE SWING (MANUAL) VEHICLE GATE 6' HIGH (TO BE REMOVED) 29 EXISTING NO PARKING ZONE (RED CURB)
30 EXISTING EXTERIOR WALL/BUILDING BOUNDARY
31 EXISTING 6' CMU WALL
32 EXISTING DETECTABLE WARNING STRIP
33 EXISTING ACCESSIBLE PARKING SIGN (TO BE ADDED TO NEW POLE SIGN) 34 EXISTING ADJACENT ROADWAYS.
35 EXISTING GUARDRAIL WALL
36 EXISTING SITE BOLLARDS
37 EXISTING TREE TO BE REMOVED
4 4
WH
REF. NORTH

KEYNOTES
(E) ADJACENT TENANT SPACE
FUTURE MANUFACTURING
(NOT IN SCOPE)
FUTURE MANUFACTURING
TENANT SPACE
(UNDER SEPARATE PERMIT
NOT IN SCOPE)
1 PROPOSED

DISPENSARY
3 4
4 4
4 4
5 67
88888
8 8 8 8 8 8
9 9
9 9
9 10 10 10
11 11
12 13
14 14
15 16
17 19
2121
22 23
23 23
23 24
24 27
27 17 29
29 18
18 11
25 28
30 30
30 30
31 31
31 31
31 31
33 32
34 34
36 37
8 8
38 39
DALEWOOD STREET
40 37
70' ‐ 5 5/8" (SETBACK)
(SETBACK)
65' ‐ 10 1/4"
41 13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018

47.571 SF (1.092 ACRES)
BUILDING: 20,355 SF
N 50° 54' 00" W 258.97'
N 51° 30' 02" W 243.76'
S 39° 34' 54" W180.40'
S 43° 56' 43" W181.32'
42 43
44 44
44 44
47 39
47 47
45 49
20 46
45 45
51 48
35 2
51 50
26 26' ‐ 11"19' ‐ 3 1/2" (TYP)
18' ‐ 0" (TYP) 25' ‐ 6 5/8" 18' ‐ 0" (TYP)
8' ‐ 6" 9' ‐ 0" 9' ‐ 0" 9' ‐ 0"
(TYP)
9' ‐ 0"
(TYP)
19' ‐ 3 1/2"
(TYP)
9' ‐ 0"
9' ‐ 0" 9' ‐ 0" 8' ‐ 0" 9' ‐ 0"
18' ‐ 0" (TYP)
9' ‐ 0" 9' ‐ 0"
(E) 40'‐0"
(N) 28'‐0"
(TYP)
9' ‐ 0"

SIDEWALK
SLOPED DRIVEWAY
53 54
53 53
5 55
A9.22
10 A9.22
9 52
2'‐0"24'‐0"2'‐0"
SECURITY NOTES
IN THE EVENT THAT ANY PORTION OF THE ALARM SYSTEM IS INOPERABLE, THE FACILITY SHALL BE STAFFER AT ALL TIMES UNTIL THE ALARM SYSTEM IS FULLYFUNCTIONAL.

RECORDED VIDEO ASSESSMENT AND SURVEILLANCE SYSTEM (VASS) SHALL BE EMPLOYED.

CAMERAS AND VASS STORAGE SHALL BE DIGITAL HIGH DEFINITION OR BETTER, SET TO HIGH QUALITY SETTINGS.

VASS STORAGE SH ALL BE KEPT OFF‐SITE OR IN A SECURED AREA ACCESSIBLE ONLY TO MANAGEMENT VASS SHALL BE EQUIPPED WITH A BATTERY BACK‐UP WITH AT LEAST 24 HOURS OF STAND‐BY TIME IN CASE OF POWER FAILURE.

VASS SHALL SUPPORT STANDARD MPEG FORMATS.

VASS SHALL BE CAPABLE OF STORING NO LESS THAN 30 DAYS' WO RTH OF ACTIVITY AT HIGH QUALITY SETTINGS.

MANAGER WITH ACCESS TO VASS STORAGE SHALL BE ABLE TO RESPOND WITHIN ONE HOUR.

MANAGER SHALL HAVE THE ABILITY TO TRANSFER RECORDED DATA TO ANOTHER MEDIUM (E.G. DVD, THUMB DRIVE, ETC.). CAMERAS SHALL BE EQUIPPED WITH LOW LIGHT CAPABILITY, AUTO IRIS AND AU
TO FOCUS. MONITORS DISPLAYING THE EMPLOYEE PARKING AREA AND PROPERTY PERIMETER SHALL BE MOUNTED IN A VISIBLE LOCATION NEAR THE DOOR FROM WHICH EMPLOYEES WILL ARRIVE AND DEPART SO THAT EMPLOYEES MAY MONITOR THE OUTSIDE ENVIRONMENT PRIOR TO DEPARTING THE FACILITY. VASS SHALL PROVIDE COMPREHENSIVE COVERAGE OF: SAFE(S), AREAS OF INGRESS AND EG
RESS, PARKING LOT, LOADING AREAS COVERAGE OF NORTH AND SOUTH EXTERIOR SIDES OF THE PROPERTY.

NO MORE THAN 33 PERCENT OF THE SQUARE FOOTAGE OF THE WINDOWS AND CLEAR DOORS SHALL BE BLOCKED BY ADVERTISING, SIGNS, SHELVES OR ANYTHING ELSE. ALL ADVERTISING, SIGNS, AND SHELVING SHALL BE PLACED AND MAINTAINED IN A M ANNER THAT ENSURES THAT LAW ENFORCEMENT PERSONNEL HAVE A CLEAR AND UNOBSTRUCTED VIEW OF THE INTERIOR OF THE PREMISES FROM THE EXTERIOR PUBLIC SIDEWALK OR ENTRANCE TO THE PREMISES. ALL SIGNS SHALL COMPLY WITH THE CITY CODE.

NO PUBLIC PAY PHONES/TELEPHONES SHALL BE ALLOWED ON THE PREMISES.

NO COIN OPERA TED GAMES OR VIDEO MACHINES SHALL BE ALLOWED ON THE PREMISES.

THE APPLICANT IS RESPONSIBLE FOR REASONABLY CONTROLLING THE CONDUCT OF PERSONS ON THE SITE AND SHALL IMMEDIATELY DISPERSE LOITERERS.

ALL DUMPSTERS SHALL BE KEPT LOCKED.

SITE NOTES
STORM WATER. NEWLY CONSTRUCTED PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF LAND SHALL PREVENT THE POLLUTION OF STORM WATER RUNOFF FROM THE CONSTRUCTION ACTIVITIES THROUGH LOCAL ORDINANCE PER CGC §5.106.1.1
DESIGNATED PARKING. PROVIDE DESIGNATED PARKING FOR ANY COMBINATION OF LOW‐EMITTING, FUEL‐EFFICIENT, AND CARPOOL/VAN POOL VEHICLES AS SHOWN IN CGC TABLE 5.1 06.5.2. PARKING STALL MARKING SHALL COMPLY WITH CGC 5.106.5.2.1
CONSTRUCTION WASTE DIVERSION. A MINIMUM OF 65% OF THE NON‐HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED AT THE SITE WILL BE DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY.

PROPOSED SITE PARKING COUNT

PARKING

REQUIRED

PARKING

PROVIDED
PARKING (RETAIL): 1 PER 250 SF. 19 SPACES 23 SPACES
TOTAL ACCESSIBLE PARKING: 1 SPACES 2 SPACES
TOTAL BICYCLE PARKING: 6 SPACES 6 SPACES
PARKING (WAREHOUSE): 1 PER 1000 SF. 16 SPACES 16 SPACES SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
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TAT
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AC
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AN
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ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
4 11‐07‐2023
A2.11
PROPOSED SITE PLAN
04‐13‐2023
PLANNING COMMENTS
10‐07‐2023
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
2022120901
1P R O P O S E D DISPENSARY RETAIL SPACE
2P R O V I D E NEW LEVEL ACCESSIBLE LANDING AT THIS DOOR 3N E W PARTIAL INFILL OF EXISTING RECESSED LOADING DOCK FOR DOOR ACCESS AND LANDSCAPE PLANTER
4E X I S T I N G LANDSCAPING
5E X I S T I N G FIRE HYDRANT
6E X I S T I N G DEPRESSED TRUCK LOADING DOCK
7E X I S T I N G COVERED LOADING DOCK
8E X I S T I N G STEEL COLUMNS
9E X I S T I N G PARKING STALLS
10 EXISTING POWER POLES
11 EXISTING ACCESSIBLE PATH OF TRAVEL
12 NEW 9' ‐4" X 19'‐4" CMU W/ STUCCO FINISH TRASH ENCLOSURE (NON‐CANNABIS WASTE) ‐ MATCH FINISHES WITH EXISTING BUILDING.
13 EXISTING ELECTRICAL EQUIPMENT
14 EXISTING CONCRETE SIDEWALK
15 EXISTING COVERED ENTRY
16 EXISTING DRAINAGE BREAK IN CURB
17 EXISTING CURB AND GUTTER
18 EXISTING ACCESSIBLE PARKING STALL
19 PROPOSED CUSTOMER & STAFF INGRESS AND EGRESS DOOR (WITHIN EXISTING BUILDING

LOCATION)
20 PROPOSED VENDOR & STAFF INGRESS AN D EGRESS DOOR (WITHIN EXISTING BUILDING

LOCATION)
21 EXISTING VEHICLE DOORS ‐ TO REMAIN.
22 EXISTING VEHICLE INGRESS AND EGRESS
23 EXISTING PROPERTY LINE ‐ NO CHANGE
24 EXISTING ADJACENT TENANT SPACE (FUTURE MANUFACTURING) ‐ NOT IN SCOPE 25 EXISTING CONCRETE WALK
26 EXISTING KNOX BOX
27 EXISTING DRIVEWAY
28 PROPOSED CANNABIS WASTE STORAGE
29 EXISTING NO PARKING ZONE (RED CURB)
30 EXISTING EXTERIOR WALL/BUILDING BOUNDARY
31 PROPOSED PREMISES BOUNDARY
32 LO
ADING AND UNLOADING OF SHIPMENTS (EXTERIOR)
33 LOADING AND UNLOADING OF SHIPMENTS (INTERIOR)
34 EXISTING 6' CMU WALL
35 EXISTING EXTERIOR DOOR SHALL BE SOLID CORE AND SHALL BE EQUIPPED WITH A 180 DEGREE VIEWING DEVICE TO SCREEN PERSONS BEFORE ALLOWING ENTRY. 36 NEW MAIN BUILDING ENTRANCE (TO REMAIN OPEN DURING BUSINESS HOURS). 37 EXISTING DETECTABLE WARNING STRIP
38 NEW ELECTRICAL SERVICE LOCATION.
39 PROPOSED ACCESSIBLE PARKING SIGN.
40 EXISTING ADJACENT ROADWAYS.
41 EXISTING GUARDRAIL WALL
42 PROPOSED BIKE RACK
43 PROPOSED VEHICLE EGRESS ‐ NEW DRIVEWAY APRON (AS A DEFERRED SUBMITTAL) W/ RIGHT TURN ONLY SIGNAGE
44 PROPOSED LANDSCAPING AREA (OR MODIFIED)
45 PROPOSED 6' HIGH DECORATIVE METAL FENCING (PAINTED BLACK OR DARK GREY) 46 PROPOSED 6' HIGH DECORATIVE METAL 3' MAN GATE W/ PANIC H ARDWARE (PAINTED BLACK OR DARK GREY)
47 PROPOSED RAISED PLANTER W/ METAL TRELLIS AND CLIMBING VINES 48 EXISTING 6' HIGH DECORATIVE METAL VEHICLE GATES (ACCESS TO REAR OR PROPERTY) W/ OPENER. GATE TO BE PAINTED BLACK OR DARK GREY
49 EXISTING 6' HIGH DECORATIVE METAL FENCING (PAINTED BLACK OR DARK GREY) 50 PROPOSED DOUBLE SWING (MANUAL) VEHICL E GATE 6' HIGH DECORATIVE METAL (PAINTED BLACK OR DARK GREY)
51 PROPOSED 42" DECORATIVE METAL GUARDRAIL (PAINTED BLACK OR DARK GREY) 52 NEW "KEEP CLEAR" SIGNAGE TO BE PROVIDED FOR THIS DRIVEWAY. REF: CIVIL PLANS 53 NEW SITE BOLLARDS ‐ EXISTING AT FIRE HYDRANT. REF: 9/A9.22 54 NEW 5" THICK CONCRETE APRON (8' X 19'‐4")
55 NEW REMOVAL BOLLARDS AT 5' O.C. REF: 10/A9.22
SCALE
1/16" = 1'‐0" 1PROPOSED SITE PLAN
4 4
4 WH

KEYNOTES
REF. NORTH
1 2
3 A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
J
J
I
I
(E) ADJACENT TENANT SPACE
(NOT IN SCOPE)
187' ‐ 11 3/8"
2 2
2 2
2 12
2 222 2 2
8 2
2 3
4 5
5 5
5 6
6 6
6 7
7 7
7 9
7 7
7 7
7 7
7 7
7 8
8 9
99 9
9 9
9 12
3 6
101010101010
10 11
7 7
THIS DOOR TO REMAIN
LOCKED AND NOT IN USE.

FOR ACCESS TO FUTURE
EXPANSION ONLY.
8 13
8 8
8 8
WALL LEGEND
EXISTING WALL. TO REMAIN.

EXISTING WALL. TO BE REMOVED OR ALTERED. REFERENCE PROPOSED FLOOR PLAN.

SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A3.01
AS‐BUILT FLOOR PLAN & DEMOLITION PLAN
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
2022120901
SCALE
1/8" = 1'‐0" 1AS‐BUILT & DEMOLITION FLOOR PLAN
1 EXISTING WALL ‐ TO BE REMOVED. GRIND HOLD DOWNS\ANCHORS FLUSH WITH CONCRETE SURFACE. REMOVE WIRING RUN BACK TO ORIGIN AS NEEDED.
2E X I S T I N G DOOR ‐ TO REMAIN
3E X I S T I N G DOOR & STOREFRONT GLASS ‐ TO REMAIN
4 EXISTING SINK ‐ REMOVE FIXTURES. CAP AND ABANDON OR REPLUMB FEEDS AND DRAINS AS NEEDED PER PLUMBING DRAWINGS.
5E X I S T I N G EXTERIOR WALL ‐ TO REMAIN.
6E X I S T I N G WIN DOW ‐ TO REMAIN. REMOVE METAL BARS FROM WINDOW EXTERIOR 7E X I S T I N G INTERIOR WALL ‐ TO REMAIN.
8P O R T I O N OF EXISTING WALL ‐ TO BE REMOVED FOR NEW WORK 9E X I S T I N G PLUMBING FIXTURE ‐ TO REMAIN
10 EXISTING STEEK COLUMNS ‐ TO REMAIN
11 EXISTING TRUCK RAMP DOCK ‐ TO REMAIN
12 EXISTING DOOR OR WINDOW. TO BE INFILLED, PATCHED, TEXTURED, AND FINISHED TO MATCH EXISTING WALLS.
13 PROVIDE OPENING FOR NEW ROOF ACCESS HATCH.
1 1
1 WH
REF. NORTH

KEYNOTES
(E) ADJACENT TENANT SPACE
FUTURE MANUFACTURING
(NOT IN SCOPE)
FUTURE MANUFACTURING
TENANT SPACE
(UNDER SEPARATE PERMIT
NOT IN SCOPE)
446 SF
PRODUCT INTAKE
FINISH:EXIST
CLG:10'
OLF:150 OL:4
261 SF
ORDER

PROCESSING
FINISH:FG‐1
CLG:8'
OLF:150 OL:2
341 SF
SECURE STORAGE
FINISH:FG‐2
CLG:8'
OLF:300 OL:2
62 SF
ELECT.

SECURITY
OFFICE
FINISH:EXIST
CLG:8'
OLF:150 OL:2
115 SF
(E) HALL
FINISH:EXIST
CLG:8'
OLF:0 OL:0
189 SF
LOBBY
FINISH:EXIST
CLG:8'
OLF:60 OL:4
156 SF

RECEPTION
FINISH:EXIST
CLG:8'
OLF:150 OL:2
157 SF
OFFICE
FINISH:EXIST
CLG:8'
OLF:150 OL:2
117 SF
(E) HALL
FINISH:EXIST
CLG:8'
OLF:0 OL:0
1 1
3 4
5 6
6 6
6 6
77 7 7
8 9
10 11
21 11
11 1112
1415 16
17 18
19 19
26 19
19 19
19 20
20 20
21 11
21 21
11 21
21 21
22 63
2425
25 2525
25 26
26 19
26 27
27 27
27 27
28 29
29 30
30 33
3231
34 34
35 36 38
37 39
40 41
41 41
42 43
43 44
45 46
47 48
49 50
50 50
50 50
50 50 50 50
50 50
50 50
51 5151
51 51 51
51 53
53 5454
55 5555
56 56
56 56
57 57
57 58 59
60 61616161616161
20 64
1 2 62
3 4
5 6
7 8 9
10 62
11 12
13 14
15 17 16
18 19
20 21
22 23
24 63
62 26
62 25
27 28
29 30
62 1
2 3
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
J
J
I
I
187' ‐ 11 3/8"
9' ‐ 9 1/2" 15' ‐ 7 3/8" 24' ‐ 3 1/2" 24' ‐ 3 1/2" 24' ‐ 3 1/2" 24' ‐ 3 1/2" 24' ‐ 3 1/2" 23' ‐ 11 7/8" 17' ‐ 1 1/8" 9' ‐ 9 1/2" 75' ‐ 3 1/4" 37' ‐ 6 1/8" 19' ‐ 11 1/4" 19' ‐ 1 3/4" 26' ‐ 3 1/2" 115' ‐ 3"
57' ‐ 7 1/2"57' ‐ 7 1/2"
57' ‐ 4 1/2"34' ‐ 1"5' ‐ 0"18' ‐ 9 1/2"
48' ‐ 0 3/8" 6' ‐ 5 5/8" 10' ‐ 10 1/2"
13' ‐ 1 1/2"14' ‐ 10 1/8"16' ‐ 2 1/2"13' ‐ 4 1/2"10' ‐ 0 1/2"14' ‐ 4 1/2"14' ‐ 6"18' ‐ 9 1/2" 65 LIMITED ACCESS
(CANNABIS STORAGE
& CANNABIS WASTE)
LIMITED ACCESS
(CANNABIS SAMPLES)
LIMITED ACCESS
(WHERE LOADING
& UNLOADING OF
SHIPMENTS OCCURS)
CANNABIS RETAIL
(WHERE PRODUCT IS SOLD)
LIMITED ACCESS
LIMITED ACCESS
L.A. L.A.

LIMITED ACCESS
LIMITED ACCESS
LIMITED ACCESS

LIMITED
ACCESS
LIMITED ACCESS
66 67
68 69
70 70
70 70
70 70
70 70
70 D102
D103
D104 D105
D106
D107
D108
D109
D110
D111
D112
D113
EXIST
EXIST

EXIST EXIST
D118
D119
W102
EXIST
5 5
71 A9.82
13 EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
2 52
D117
11 21
11 11
12 A9.31
3 A9.31
1 A9.31
2'‐0"
4'‐0"
72 74
73 554 SF
ELECTRICAL ROOM
FINISH:FG‐1
CLG:OPEN (17')
OLF:0 OL:0
D120
WALL LEGEND
EXISTING WALL. MODIFY AS REQUIRED FOR REQUIRED FIRE ASSEMBLY & REMODEL FINISH.

NEW INTERIOR WALL. EACH SIDE: WALL GYPSUM BOARD 5/8" THICK TYPE "X". APPLY PERPENDICULAR TO EACH SIDE OF WALL FRAMING MEMBERS @ 16" O.C. MAXIMUM SPACING.

FASTEN WITH 1‐7/8" TYPE "S" OR TYPE "W" DRYWALL SCREWS 12" O.C. @ JOINT AND INTERMEDIATE STUDS. SEE SHEAR PANEL SCHEDULE FOR LOCATION AND TYPE OF SH EAR PANELS REQUIRED. TAPE AND TEXTURE SMOOTH LEVEL 5 FINISH. CORE: SECUREX 3/4" #9 FLAT STEEL MESH (IN SECURE ROOMS) OVER EXTERIOR SIDE OF LIGHT GAUGE METAL STUDS @ 16" O.C.

SOLID BLOCK VERTICALLY @ 48" O.C. MAX.

NEW INTERIOR WALL. EACH SIDE: WALL GYPSUM BOARD 5/8" THICK TYPE "X". APPLY PERPENDICULAR TO EACH SIDE OF WALL FRAMING MEMBERS @ 16" O.C. MAXIMUM SPACING.

SOLID BLOCK VERTICALLY @ 48" O.C. MAX.

NEW INTERIOR SECURITY WALL (BEHIND GLAZING). INTERIOR SIDE: WALL GYPSUM BOARD 5/8" THICK TYPE "X". APPLY PERPENDICULAR TO EACH SIDE OF WALL FRAMING MEMBERS @ 16" O.C.

MAXIMUM
SPACING. FASTEN WITH 1‐7/8" TYPE "S" OR TYPE "W" DRYWALL SCREWS 12" O.C. @ JOINT AND INTERMEDIATE STUDS. EXTERIOR SIDE: SECUREX 3/4" #9 FLAT STEEL MESH (IN SECURE ROOMS) OVER EXTERIOR SIDE OF LIGHT GAUGE METAL STUDS @ 16" O.C. SOLID BLOCK VERTICALLY @ 48" O.C. MAX. APPLY PLYWOOD OVER MESH. SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
4 11‐07‐2023
A3.11
PROPOSED FLOOR PLAN
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
2022120901
SCALE
1/8" = 1'‐0" 1PROPOSED FLOOR PLAN
1 PADDED/ARM GUEST CHAIR
2E N D TABLE
3 POTTED PLANT
4L O C K A B L E BULLETIN BOARD
5B U S I N E S S SIGNAGE ‐ ABOVE
6 RECESSED FIRE EXTINGUISHER CABINET
7A U D I O SPEAKER ‐ ABOVE
8 34" AFF CHECK IN COUNTER
9C H E C K IN WINDOW
10 ATM
11 TRASH CAN
12 FLOOR DISPLAY CASE
13 (RESERVED)
14 EXPRESS POINT OF SALE MACHINES
15 24" COUNTERTOP REFRIGERATED DISPLAY
16 48" COUNTERTOP REFRIGERATED DISPLAY
17 NON ‐SLIP FLOOR MATS
18 LOCKABLE DISPLAY CABINETS
19 TELEVISION MONITOR
20 CLEAN AIR SYSTEM
21 RECYCLE TRASH
CAN
22 POINT OF SALE MACHINE
23 DISPLAY SHELVING
24 UNDERCOUNTER FILE CABINET
25 DESKTOP COMPUTER
26 BUILT IN DESK
27 OFFICE CHAIR
28 BULLETIN BOARD
29 CREDENZA AND COUNTERTOP
30 PRINT STATION
31 MOP SINK
32 CHEMICAL STORAGE RACK ‐ CLEANING SUPPLIES
33 WATER HEATER
34 WIRE STORAGE SHELVING UNIT
35 WHITE BOARD
36 REFRIGERATOR
37 MICROWAVE
38 BREAK ROOM COUNTER AND CABINETS
39 BUILT IN BAR SEATING AT 34" AFF
40 EMPLOYEE LOCKERS
41 FLOOR MOUNTED SAFE
42 NVR SERVER RACK
43 O
FFICE DESK
44 TELCO BOARD
45 FILING CABINET
46 REACH IN 2‐DOOR REFRIGERATOR
47 STAINLESS STEEL WORK SURFACE
48 VAULT DOOR WITH EGRESS HARDWARE
49 COUNTERTOP DISPLAY CASES
50 ACCESS CONTROLLED DOOR. NOTE: EGRESS FROM THESE ROOMS IS AVAILABLE THROUGH PANIC CONTROL DEVICES.
51 EXISTING CMU EXTERIOR WALL ‐ TO REMAIN
52 PROVIDE NEW LEVEL ACCESSIBLE CONCRETE LANDING
53 EXISTING EXTERIOR WINDOW ‐ TO REMAIN.
54 EXISTING OVERHEAD VEHICLE DOOR ‐ TO REMAIN (NOT IN SCOPE) 55 EXISTING EXTERIOR DOOR ‐ TO REMAIN
56 INTERIOR DOOR ‐ TYP
57 NEW INTERIOR WALL (SECURE STORAGE WALLS TO BE SECURITY FRAMED) 58 EXISTING ACCESSIBLE LEVEL LANDING AT DOORWAY ‐ TO REMAIN 59 EXISTING MAIN BUILDING ENTRY (TO BE RECONFIGURED), STAFF INITIAL ACCESS POINT, CUSTOMER ENTRY
60 EXISTING FIRE SPRINKLER RISER
61 EXISTING STEEL COLUMNS ‐ TO REMAIN
62 SECURITY CAM ERA LOCATION ‐ TYP
63 POS CAMERA ‐ TYP
64 STEEL EXIT DOOR. ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A 180 DEGREE VIEWING DEVICE TO SCREEN PERSONS BEFORE ALLOWING ENTRY. DOORS SHALL REMAIN LOCKED AT ALL TIMES, EXCEPT FOR EMERGENCIES AND DELIVERIES.
65 WALKIE TALKIE CHARGING STATION
66 SECURED VENDOR AND STAFF INGRESS AND EGRESS DOOR.
67 NEW SECURE CANNABIS WAS TE STORAGE AREA.
68 SECURE CANNABIS PRODUCT STORAGE. WITHIN STORAGE OF BUY ROOM SECURED STORAGE TO BE PROVIDED (BELOW) ‐ LIMITED ACCESS
69 NEW ACCESSIBLE ENTRY SIGNAGE.
70 HOLD ‐UP ALARM SYSTEM SHALL BE EMPLOYED NEAR THE: TRANSPORT AREA, LOBBY, EMPLOYEE ENTRANCE AND SAFE(S). HOLDUP ALARMS SHALL CAUSE THE DISPATCH OF THE POLICE DEPARTMENT.
71 NEW ROLL UP SECURITY DOOR
72 NEW ROOF ACCESS LADDER W/ ROOF HATCH (ABOVE).
73 HVAC PANEL
74 MSB
4 WH

KEYNOTES
REF. NORTH
1 2
3 A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
J
J
I
I
1 1
1 1
2 2
2222
2 2
3 3
3 4
5 6
6 6
6 6
6 6
6 77
7 888
8 8 8
3 3
3 3
3 3
3/8" / 1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
3/8" / 1'-0" 3/8" / 1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
9 9
9 9
10 11
11 11
1111
12 SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A5.11
PROPOSED ROOF PLAN
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
2022120901
SCALE
1/8" = 1'‐0" 1PROPOSED ROOF PLAN
1E X I S T I N G PARAPET WALL ‐ TO REMAIN
2E X I S T I N G SKYLIGHTS ‐ TO REMAIN
3E X I S T I N G ROOFTOP MECHANICAL UNITS
4E X I S T I N G ENTRY AWNING
5E X I S T I N G ROOF RIDGE ‐ TO REMAIN
6E X I S T I N G SLOPED ROOF ‐ TO REMAIN
7E X I S T I N G ROOF EDGE ‐ TO REMAIN
8E X I S T I N G ROOF EXHAUST
9N E W BUSINESS SIGNAGE (UNDER SEPARATE PERMIT)
10 EXISTING BUILDING ADDRESS ‐ TO REMAIN
11 EXISTING EXTERIOR LIGHTS ‐ TO REMAIN
12 NEW ROOF ACCESS HATCH.
1 1
1 KEYNOTES
FIN. FLOOR
0' - 0"
FIN. FLOOR
0' - 0"
T.O. ENTRY ROOF
9' - 0"
T.O. ENTRY ROOF
9' - 0"
1 2 3
T.O. PARAPET
20' - 2"
T.O. PARAPET
20' - 2"
13' ‐ 0"
1 1
1 2
4 6
6 77
7 7
8 8
9999 99 9
14 15
15 15
1718
13 3
21 11
9 3
FIN. FLOOR
0' - 0"
FIN. FLOOR
0' - 0"
T.O. ENTRY ROOF
9' - 0"
T.O. ENTRY ROOF
9' - 0"
123
T.O. PARAPET
20' - 2"
T.O. PARAPET
20' - 2"
1 1
1 6
7 7 7 7 7 7 7
8 8
13 3
11 19
19 FIN. FLOOR
0' - 0"
FIN. FLOOR
0' - 0"
T.O. ENTRY ROOF
9' - 0"
T.O. ENTRY ROOF
9' - 0"

ABCDEFGHJ I
T.O. PARAPET
20' - 2"
T.O. PARAPET
20' - 2"
1 1
1 4 6
6 7
77 88
3 191919
5 555
FIN. FLOOR
0' - 0"
FIN. FLOOR
0' - 0"
T.O. ENTRY ROOF
9' - 0"
T.O. ENTRY ROOF
9' - 0"

A B C D E F G H JI
T.O. PARAPET
20' - 2"
T.O. PARAPET
20' - 2"1
1 4
5 5 5
6 6
7 7 7
8 8
10 15 15
10 3
3 3 3 310
11 16
19 19
20 20
13 SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
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ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A6.01
EXISTING EXTERIOR ELEVATIONS
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
A NEW PROJECT FOR:

SCALE
1/8" = 1'‐0" 1EXISTING SOUTH ELEVATION (FRONT)
SCALE
1/8" = 1'‐0" 2EXISTING NORTH ELEVATION (REAR)
SCALE
1/8" = 1'‐0" 3EXISTING WEST ELEVATION (LEFT)
SCALE
1/8" = 1'‐0" 4EXISTING EAST ELEVATION (RIGHT)
1 1

KEYNOTES
FIN. FLOOR
0' - 0"
FIN. FLOOR
0' - 0"
T.O. ENTRY ROOF
9' - 0"
T.O. ENTRY ROOF
9' - 0"
13' ‐ 0"
1 2 3
1 1
1 2
4 6
6 77
7 7
8 8
9999 99 12 13
13 14
15 15
15 16
1718
19 16
20 21
21 21
22 16T.O. PARAPET
20' - 2"
T.O. PARAPET
20' - 2"
3 9 26
26 26
27 28 28
2828
2828
2930
FIN. FLOOR
0' - 0"
FIN. FLOOR
0' - 0"
T.O. ENTRY ROOF
9' - 0"
T.O. ENTRY ROOF
9' - 0"

A B C D E F G H JI
1 1
4 5
32 5
6 6
7 7 7
8 8
1011
15 15
16 13
34 21
21 21 21 2110
22 23
24 24 16
25 25
T.O. PARAPET
20' - 2"
T.O. PARAPET
20' - 2"
19 26
20 31 33
FIN. FLOOR
0' - 0"
FIN. FLOOR
0' - 0"
T.O. ENTRY ROOF
9' - 0"
T.O. ENTRY ROOF
9' - 0"

ABCDEFGHJ I
1 1
1 4 6
6 7
77 88
16 19
21 242424
5 555 16T.O. PARAPET
20' - 2"
T.O. PARAPET
20' - 2"
13 FIN. FLOOR
0' - 0"
FIN. FLOOR
0' - 0"
T.O. ENTRY ROOF
9' - 0"
T.O. ENTRY ROOF
9' - 0"
123
1 1
1 6
7 7 7 7 7 7 7
8 8
29 21
22 24
24 16
T.O. PARAPET
20' - 2"
T.O. PARAPET
20' - 2"
31 30
SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A6.11
PROPOSED EXTERIOR ELEVATIONS
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
2022120901
1E X I S T I N G CMU EXTERIOR WALL WITH STUCCO FINISH ‐ TO REMAIN 2E X I S T I N G FIRE ALARM BELL ‐ TO REMAIN
3N E W METAL WALL TRELLIS WITH CLIMBING VINES
4E X I S T I N G ENTRY OVERHANG ROOF ‐ TO REMAIN
5E X I S T I N G SKYLIGHTS ‐ TO REMAIN
6E X I S T I N G ROOFING ‐ TO REMAIN
7E X I S T I N G ROOFTOP MECHANICAL UNITS ‐ TO REMAIN
8E X I S T I N G PARAPET WALL ‐ TO REMAIN
9E X I S T I N G WINDOW‐ TO REMAIN. APPLY SECURITY & TINTING FILM 10 EXISTING STEEL EXIT DOOR. ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A 180 DEGREE VIEWING DEVICE TO SCREEN PERSONS BEFORE ALLOWING ENTRY. 11 NEW SECURED VENDOR AND STAFF INGRESS AND EGRESS DOOR (AT EXISTING DOOR) 12 EXISTING WINDOW WITH EXTERIOR SECURITY BARS ‐ TO BE REMOVED AND INFILLED TO MATCH EXISTING CONDITIONS & FINISHES.
13 PROPOSED ACCESSIBLE PAR KING SIGNAGE
14 EXISTING BUILDING ADDRESS NUMBERS ‐ TO REMAIN
15 EXISTING EXTERIOR LIGHTING ‐ TO WITH NEW HALF MOON LED WALL SCONCE WITH DOWNLIGHT OWS‐FC‐202‐LED BY ELITE LIGHTING‐BLACK COLOR
16 NEW BUSINESS SIGNAGE ‐ UNDER SEPARATE PERMIT
17 MAIN BUILDING ENTRANCE & EMPLOYEE ACCESS POINT. ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A 180 DEGREE VIEWING DEV ICE TO SCREEN PERSONS BEFORE ALLOWING ENTRY.
18 EXISTING STOREFRONT GLASS AND DOOR ‐ TO BE REMOVED AND REPLACED FOR NEW CENTERED DOOR.
19 NEW BIKE RACK
20 EXISTING 6' HIGH DECORATIVE METAL VEHICLE GATES (ACCESS TO REAR OR PROPERTY) W/ OPENER. GATE TO BE PAINTED BLACK OR DARK GREY
21 EXISTING STEEL COLUMNS ‐ TO REMAIN
22 EXISTING LOADING DOCK OVERHANG RO OF ‐ TO REMAIN
23 EXISTING DEPRESSED LOADING DOCK ‐ TO REMAIN
24 EXISTING ROOF TURBINE VENTS ‐ TO REMAIN
25 EXISTING VEHICLE OVERHEAD DOOR ‐ TO REMAIN
26 PROPOSED PLANTER BOXES
27 INFILL AND FLATTEN SIGNAGE AREA
28 EXISTING ACCENT WALL AREA TO BE PAINTED GREY
29 PROPOSED DOUBLE SWING (MANUAL) VEHICLE GATE 6' HIGH DECORATIVE METAL (PAINTED BLACK OR DARK GREY)
30 PROPOSED 6' HIGH DECO RATIVE METAL 3' MAN GATE W/ PANIC HARDWARE (PAINTED BLACK OR DARK GREY)
31 PROPOSED 42" DECORATIVE METAL GUARDRAIL (PAINTED BLACK OR DARK GREY) 32 PROPOSED ROOF ACCESS HATCH.
33 PROPOSED TRASH ENCLOSURE ‐ REF: A9.23
34 PROPOSED SITE BOLLARDS
SCALE
1/8" = 1'‐0" 1PROPOSED SOUTH ELEVATION (FRONT)
SCALE
1/8" = 1'‐0" 4PROPOSED EAST ELEVATION (RIGHT)
SCALE
1/8" = 1'‐0" 3PROPOSED WEST ELEVATION (LEFT)
SCALE
1/8" = 1'‐0" 2PROPOSED NORTH ELEVATION (REAR)
1 1
1 SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
A6.21
EXTERIOR 3D VIEWS
04‐13‐2023
PLANNING COMMENTS
03‐13‐2023
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
2022120901
CBC‐1008.1.7 DOOR THRESHOLD. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4 INCH IN HEIGHT ABOVE THE FINISHED FLOOR OR LANDING FOR SLIDING DOORS SERVING DWELLING UNITS OR 1/2 INCH ABOVE THE FINISHED FLOOR OR LANDING FOR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4 INCH AT DOORWAYS SHALL BE BEVELED WIT H A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50‐PERCENT SLOPE). 2 1
2 1
DOOR
DOOR THRESHOLD
1:2 MAXIMUM SLOPE
1/4" MAX
1/2" MAX
PROVIDE RAISED LETTERS 1/32", SANS SERIF UPPERCASE
CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE.

RAISED CHARACTERS SHALL BE 1" HIGH. BRAILLE DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF IN THE FIRST CELL TO THE FIRST COLUMN OF THE SECOND CE LL. BRAILLE DOTS SHALL BE RAISED MINIMUM 1/40" ABOVE BACKGROUND.

CHARACTERS AND BACKGROUND OF SIGN SHALL BE SHALL BE MATTE OR OTHER NON‐GLARE FINISH.

CHARACTERS SHALL WHITE WITH A BLACK BACKGROUND. LETTERS ON SIGN SHALL HAVE A WIDTH‐HEIGHT BACKGROUND OF 1:1 AND A STROKE‐WIDTH RATIO OF 1:8.
"EXIT" SIGN SH ALL BE INSTALLED ON A WALL ADJACENT TO THE LATCH SIDE OF THE DOOR (OR WALL SIDE OF DOUBLE DOORS)
DIMENSION AS SHOWN (TYP).

WALL SIGN SHALL BE MOUNTED:
• ON THE LATCH SIDE OF SIDE DOOS; ON THE HINGE SIDE OF THE RIGHT‐HAND DOOR, IN THE DIRECTION OF TRAVEL, OF DO UBLE DOORS.
• WITH THE CENTERLINE OF THE SIGN CENTERED ON AN 18"X18" CLEAR FLOOR SPACE IN FRONT OF THE SIGN.

CHARACTERS OPTIONS:

TE1. "EXIT"
TE2. "TO EXIT"
TE3. "EXIT ROUTE"
TE4. "EXIT STAIR DOWN"
TE5. "EXIT STAIR UP"
TE6. "EXIT RAMP DOWN"
TE7. "EXIT RAMP UP"
EXIT
FINISH FLOOR
(BRAILLE DOTS)
48" AFF (MIN)
60" AFF (MAX)

RESTROOM
MEN
WOMEN
11B‐703.7.2.6.1 MEN’S TOILET AND BATHING FACILITIES. AN EQUILATERAL TRIANGLE, 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD, SHALL BE LOCATED AT ENTRANCES TO MEN’S TOILET AND BATHING FACILITIES. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BA CKGROUND. EXCEPTION:

WITHIN SECURE PERIMETER OF DETENTION AND CORRECTIONAL FACILITIES, GEOMETRIC SYMBOLS SHALL NOT BE REQUIRED TO BE 1/4 INCH THICK. 11B‐703.7.2.6.2 WOMEN’S TOILET AND BATHING FACILITIES. A CIRCLE, 1/4 INCH THICK AND 12 INCHES IN DIAMETER, SHALL BE LOCATED AT ENTRANCES TO WOMEN’S TOILET AND BATHING FACILITIES. THE CI RCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. EXCEPTION: WITHIN SECURE PERIMETER OF DETENTION AND CORRECTIONAL FACILITIES, GEOMETRIC SYMBOLS SHALL NOT BE REQUIRED TO BE 1/4 INCH THICK.
11B‐703.7.2.6.3 UNISEX TOILET AND BATHING FACILITIES. A CIRCLE, 1/4 INCH THICK AN
D 12 INCHES IN DIAMETER WITH A 1/4 INCH THICK TRIANGLE WITH A VERTEX POINTING UPWARD, SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE CIRCLE AND WITHIN THE 12‐INCH DIAMETER, SHALL BE PROVIDED AT ENTRANCES TO UNISEX TOILET AND BATHING FACILITIES. THE VERTICES OF THE TRIANGLE SHALL BE LOCATED 1/4 INCH MA XIMUM FROM THE EDGE OF THE CIRCLE.

THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. EXCEPTION: WITHIN SEC URE PERIMETER OF DETENTION AND CORRECTIONAL FACILITIES, GEOMETRIC SYMBOLS SHALL NOT BE REQUIRED TO BE 1/4 INCH THICK.
11B‐703.7.2.6.4 EDGES AND VERTICES ON GEOMETRIC SYMBOLS. EDGES SHALL BE EASED OR ROUNDED AT 1/16 INCH MINIMUM, OR CHAMFERED AT 1/8 INCH MAXIMUM. VERTICES SHALL BE RADIUSED BETWEEN 1/8 INCH MINIMUM AND 1/4 IN
CH MAXIMUM.
12"
MEN
WOMEN

RESTROOM
11B‐703.4.2 LOCATION. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVID
ED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS C ONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS AND SP
ACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL. EXCEPTION: IN ALTERATIONS WHERE SIGN INSTALLATION LOCATIONS IDENTIFIED IN SECTION 11B‐703.4.2 ARE OBSTRUCTED OR OTHE
RWISE UNAVAILABLE FOR SIGN INSTALLATION, SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD‐OPEN DEVICES.

EXITEXIT
EXIT
EXIT DOOR
SECTION 1011 EXIT SIGNS.
1011.1 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 TR
AVEL 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 NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS MOR
E THAN 100 FEET OR THE LISTED VIEWING DISTANCE FOR 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 CL
EARLY 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, R‐3 OR R‐3.1. 4. EXIT SIGNS ARE NOT REQUIRED WHE RE 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 CON COURSE THAT ARE READILY APPARENT FROM THE VOMITORIES. EGRESS LIGHTING IS PROVIDED TO IDENTIFY EACH VOMITORY OR OPENING WITHIN THE SEATING AREA IN AN EMERGENCY. 1011.5 INTERNALLY ILLUMINATED EXIT SIGNS. ELECTRICALLY POWERED, SELF‐LUMINOUS AND PHOTOLUMINESCENT EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTA
LLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CHAPTER 27. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.
1011.6 EXTERNALLY ILLUMINATED EXIT SIGNS. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH SECTIONS 1011.6.1 THROUGH 1011.6.3.
1011.6.1 GRAPHICS. EVERY EXIT SIGN AND DIRECTIONAL EXIT SIGN SHALL HAVE PLAINLY LEGIBLE LETTERS NOT LESS THAN 6 IN CHES 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 NOT BE LESS THAN 3/8 INCH. SIGNS LA RGER 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 DIR ECTIONAL 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.
1011.6.2 EXIT SIGN ILLUMINATION. THE FACE OF AN EXIT SIGN ILLUMINATED FROM AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOTCANDLES. 1 011.6.3 POWER SOURCE. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON‐SITE G ENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CHAPTER 27. EXCEPTION: APPROVED EXIT SIGN ILLUMINATION MEANS THAT PROVIDE CONTINUOUS ILLUMINATION INDEPENDENT OF EXTERNAL POWER SOURCES FOR A DURATION OF NOT LESS THAN 90 MINUTES, IN CASE OF PRIMARY POWER LOSS, ARE NOT REQUIRED TO BE CONN ECTED TO AN EMERGENCY ELECTRICAL SYSTEM. "THE BOTTOM OF THE SIGN SHALL NOT BE
LESS THAN 6‐INCHES NOR MORE THAN 8‐
INCHES ABOVE THE FLOOR LEVEL. FOR EXIT
WAY DOORS, THE SIGN SHALL BE ON THE
DOOR WITH THE CLOSEST EDGE OF THE SIGN
WITH 4‐INCHES OF THE DOOR FRAME OR
ADJACENT TO THE DOOR." SIGN SHA LL BE
LOCATED ON THE "STRIKE" SIDE OF THE
DOOR.

OPTIONAL LOCATION IF THERE IS NOT
ENOUGH SPACE ADJACENT TO DOOR
FINISH FLOOR
6" MIN/8" MAX
4" MAX
6"MIN/8"MAX

ENTRANCE
CBC‐11B‐216.6 ENTRANCES. IN EXISTING BUILDINGS AND
FACILITIES WHERE NOT ALL ENTRANCES COMPLY WITH
SECTION 11B‐404, ENTRANCES COMPLYING WITH SECTION
11B‐404 SHALL BE IDENTIFIED BY THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION
11B‐703.7.2.1. DIRECTIONAL SIGNS COMPLYING WITH
SECTION 11B‐703.5 THAT INDICATE THE LOCATION OF THE
NEAR
EST ENTRANCE COMPLYING WITH SECTION 11B‐404
SHALL BE PROVIDED AT ENTRANCES THAT DO NOT COMPLY
WITH SECTION 11B‐404. DIRECTIONAL SIGNS COMPLYING
WITH SECTION 11B‐703.5, INCLUDING THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY COMPLYINGWITH SECTION
11B‐703.7.2.1, INDICATING THE ACCESSIBLE ROUTE TO THE
NEAREST ACCESSIBLE ENTRANCE SHALL BE PROVIDED AT
JUNCTIONS WHEN TH E ACCESSIBLE ROUTE DIVERGES FROM
THE REGULAR CIRCULATION PATH. EXCEPTIONS: 1. AN
INTERNATIONAL SYMBOL OF ACCESSIBILITY IS NOT REQUIRED
AT ENTRANCES TO INDIVIDUAL ROOMS, SUITES, OFFICES,
SALES OR RENTAL ESTABLISHMENTS, OR OTHER SUCH
SPACES WHEN ALL ENTRANCES TO THE BUILDING OR
FACILITY ARE ACCESSIBLE AND PERSONS ENTERING THE
BUILDING OR FACILITY HAV E PASSED THROUGH ONE OR
MORE ENTRANCES WITH SIGNAGE COMPLYING WITH THIS
SECTION. 2. AN INTERNATIONAL SYMBOL OF ACCESSIBILITY IS NOT REQUIRED AT ENTRANCES TO MACHINERY SPACES
FREQUENTED ONLY BY SERVICE PERSONNEL FOR
MAINTENANCE, REPAIR, OR OCCASIONAL MONITORING OF
EQUIPMENT; FOR EXAMPLE, ELEVATOR PITS OR ELEVATOR
PENTHOUSES; MECHANICAL, ELECTRICAL OR
CO
MMUNICATIONS EQUIPMENT ROOMS; PIPING OR
EQUIPMENT CATWALKS; ELECTRIC SUBSTATIONS AND
TRANSFORMER VAULTS; AND HIGHWAY AND TUNNEL
UTILITY FACILITIES.

PLASTIC BUILDING ENTRANCE
SIGN: WHITE SYMBOL ON BLUE
BACKGROUND DISPLAYING THE
INTERNATIONAL SYMBOL OF
ACCESSIBILITY. SIGN SHALL
MEET ALL APPLICABLE 2013 CBC
REQUIREMENTS.
1' ‐ 0"
1' ‐ 0"
5'‐0" TO FINISH FLOOR

RESTROOM

RESTROOM
DOOR OPENING FORCE FOR THE FOLLOWING:

A. INTERIOR HINGED DOORS: 5 POUNDS MAXIMUM.

B. REQUIRED FIRE DOORS: 15 POUNDS MAXIMUM.

C. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM. CBC 11B‐404.2.9 DOOR HARDWARE MOUNTING HEIGHT:
34" MINIMUM AND 44" MAXIMUM ABOVE FINISHED FLOOR OR GROUND SURFACE.

DOOR OPENING FORCE NOTE: PER CBC‐11B‐404.2.9. DOOR AND GATE OPE NING FORCE, MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO M EET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.
+/‐ 1/4" THICK ACRYLIC BLUE
CIRCLE AND BLUE TRIANGLE
COLOR SOLID BLUE SECURE
ACRYLIC TO DOOR WITH SCREWS.
1' ‐ 0"
EQUAL EQUAL 1' ‐ 0"
5' ‐ 0"
3' ‐ 0"
1 A9.11
3' ‐ 0"
3"
3' ‐ 0"
8' ‐ 0"2"
2" 2"
1/2"

THRESHOLD
(WHERE OCCURS)
1/2" MAX10" MIN

THRESHOLD
(WHERE OCCURS)
80" MIN
36" MIN
3' ‐ 0"
1 A9.11
11B‐404.2. MANUAL DOORS & DOORWAYS & MANUAL GATES INTENDED FOR USER PASSAGE SHALL COMPLY W/ 11B‐404.2. 11B‐404.2.1. REVOLVING DOORS, REVOLVING GATES, & TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 11B‐404.2.2. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS W/ TWO LEAVES SHALL COMPLY W/ 11B‐404.2.3 & 11B‐4 04.2.4. 11B‐404.2.3. DOOR OPENINGS SHALL PROVIDE A CLR WIDTH OF 32" MIN. CLR OPENINGS OF DOORWAYS W/ SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR & THE STOP, W/ THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24" DEEP SHALL PROVIDE A CLR OPENING OF 36" MI N. THERE SHALL BE NO PROJECTIONS INTO THE REQ'D CLR OPENING WIDTH LOWER THAN 34" ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34" & 80" ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4".
11B‐404.2.4. MIN MANEUVERING CLEARANCES AT DOORS & GA TES SHALL COMPLY W/ 11B‐404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY & THE REQ'D LATCH SIDE OR HINGE SIDE CLEARANCE. 11B‐404.2.4.1. SWINGING DOORS & GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING W/ TABLE 11B‐404.2.4.1. 11B‐404.2.4.2. DOORWAYS LESS THAN 36" WIDE W/OUT DOORS OR GATES, SL IDING DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING W/ TABLE 11B‐404.2.4.2. 11B‐404.2.4.4. FLOOR OR GROUND SURFACE W/IN REQ'D MANEUVERING CLEARANCES SHALL COMPLY W/ 11B‐302. CHANGES IN LEVEL ARE NOT PERMITTED.
11B‐404.2.5. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE ½" HIGH MAX. RAISED THRESHOLDS & CHANGES IN LE VEL AT DOORWAYS SHALL COMPLY W/ 11B‐302 & 11B‐303.
11B‐404.2.6. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES & GATES IN SERIES SHALL BE 48" MIN PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE.
11B‐404.2.7. HANDLES, PULLS, LATCHES, LOCKS, & OTHER OP ERABLE PARTS ON DOORS & GATES SHALL COMPLY W/ 11B‐309.4.

OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN & 44" MAX ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 11B‐404.2.8. DOOR & GA TE CLOSING SPEED SHALL COMPLY W/ 11B‐404.2.8. 11B‐404.2.8.1. DOOR CLOSERS & GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MIN. 11B‐404.2.8.2
. DOOR & GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. 11B‐404.2.9. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS:

1. INTERIOR HI NGED DOORS & GATES: 5 POUNDS MAX.

2. SLIDING OR FOLDING DOORS: 5 POUNDS MAX.

3. REQ'D FIRE DOORS: THE MIN OPENING FORCE ALLOWABLE BY THE APPROP. ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LB.

4. EXTERIOR HINGED DOORS: 5 POUNDS MAX.

THESE FORCES DO NOT APPLY TO THE FORCE REQ'D TO RE TRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION.

EXCEPTION: WHEN, AT A SINGLE LOCATION, ONE OF EVERY 8 EXTERIOR DOOR LEAFS, OR FRACTION OF 8, IS A POWERED DOOR, OTHER EXTERIOR DOORS AT THE SAME LOCATION, SERVING THE SAME INTERIOR SPA CE, MAY HAVE A MAX OPENING FORCE OF 8.5 POUNDS. THE POWERED LEAF(S) SHALL BE LOCATED CLOSEST TO THE ACCESSIBLE ROUTE.

A. POWERED DOORS SHALL COMPLY W/ 11B‐404.3. POWERED DOORS SHALL BE FULLY AUTOMATIC DOORS COMPLYING W/ BHMA A156.10 OR LOW ENERGY OPERATED DOORS COMPLYING W/ BHMA A156.19.

B. POWERED DO ORS SERVING A BUILDING OR FACILITY W/ AN OCCUPANCY OF 150 OR MORE SHALL BE PROVIDED W/ A BACK‐UP BATTERY OR BACK‐UP GENERATOR. THE BACK‐UP POWER SOURCE SHALL BE ABLE TO CYCLE THE DOOR A MIN OF 100 CYCLES.

C. POWERED DOORS SHALL BE CONTROLLED ON BOTH THE INT ERIOR AND EXTERIOR SIDES OF THE DOORS BY SENSING DEVICES, PUSH PLATES, VERTICAL ACTUATION BARS OR OTHER SIMILAR OPERATING DEVICES COMPLYING W/ 11B‐304, 11B‐305 & 11B‐308. AT EACH LOCATION WHERE PUSH PLATES ARE PROVIDED THERE SHALL BE 2 PUSH PLATES; THE CENTERLINE OF ONE PUSH PLATE SHALL BE 7" MI
N & 8" MAX ABOVE THE FLOOR OR GROUND SURFACE & THE CENTERLINE OF THE SECOND PUSH PLATE SHALL BE 30" MIN AND 44" MAX ABOVE THE FLOOR OR GROUND SURFACE. EACH PUSH PLATE SHALL BE A MIN OF 4" DIAMETER OR A MIN OF 4" BY 4" SQU
ARE & SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING W/ 11B‐703.7. AT EACH LOCATION WHERE VERTICAL ACTUATION BARS ARE PROVIDED THE OPERABLE PORTION SHALL BE LOCATED SO THE BOTTOM IS 5" MAX ABOVE THE FLOOR OR GROUND SURFACE & THE TOP IS 35" MIN ABOVE THE FLOOR OR GROUND SU RFACE. THE OPERABLE PORTION OF EACH VERTICAL ACTUATION BAR SHALL BE A MIN. OF 2" WIDE & SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING W/ 11B‐703.7. WHERE PUSH PLATES, VERTICAL ACTUATION BARS OR OTHER SIMILAR OPERATING DEVICES ARE PROVIDED, THEY SHALL BE PLACED IN A CONSPICUOUS LOCATION. A LEVEL & CLR FL OOR OR GROUND SPACE FOR FORWARD OR PARALLEL APPROACH COMPLYING W/ 11B‐305 SHALL BE PROVIDED, CENTERED ON THE OPERATING DEVICE. DOORS SHALL NOT SWING INTO THE REQ'D CLEAR FLOOR OR GROUND SPACE.

D. SIGNS IDENTIFYING THE ACCESSIBLE ENTRANCE REQ'D BY 11B‐216.6 SHALL BE PLACED ON, OR IMMEDIATELY AD JACENT TO, EACH POWERED DOOR. SIGNS SHALL BE PROVIDED IN COMPLIANCE W/ BHMA A156.10 OR BHMA 156.19, AS APPLICABLE.

E. IN ADDITION TO THE REQ'S OF ITEM D, WHERE A POWERED DOOR IS PROVIDED IN BUILDINGS OR FACILITIES CONTAINING ASSEMBLY OCCUPANCIES OF 300 OR MORE, A SIGN DISPLAYING THE INTERNATIONAL SYMB OL OF ACCESSIBILITY MEASURING 6" BY 6", COMPLYING W/ 11B‐703.7, SHALL BE PROVIDED ABOVE THE DOOR ON BOTH THE INTERIOR & EXTERIOR SIDES OF EACH POWERED DOOR.
11B‐404.2.10. SWINGING DOOR & GATE SURFACES W/IN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON TH E PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE W/IN 1/16" OF THE SAME PLANE AS THE OTHER & BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. 11B‐404.2.11. DOOR
S, GATES, & SIDE LIGHTS ADJACENT TO DOORS OR GATES, CONTAINING 1 OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST 1 GLAZED PANEL LOCATED 43" MAX ABOVE THE FINISH FLOOR.

EXCEPTION: GLAZING PANELS W/ THE LOWEST PART MORE THAN 66" FROM TH E FINISH FLOOR OR GROUND SHALL NOT BE REQ'D TO COMPLY W/ 11B‐404.2.11.
11B‐404.3. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY W/ 11B‐404.3. FULL‐POWERED AUTOMATIC DOORS SHALL COMPLY W/ ANSI/BHMA A156.10. LOW‐ENERGY & POWER‐ASSISTED DOORS SHALL COMPLY W/ ANSI/BHMA A156.19. 11B‐404.3.1. DOORWAYS SHALL PROVID E A CLR OPENING OF 32" MIN IN POWER‐ON & POWER‐OFF MODE. THE MIN CLR WIDTH FOR AUTOMATIC DOOR SYSTEMS IN A DOORWAY SHALL PROVIDE A CLR, UNOBSTRUCTED OPENING OF 32" W/ 1 LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.
11B‐404.3.2. CLEARANCES AT POWE R‐ASSISTED DOORS & GATES SHALL COMPLY W/ 11B‐404.2.4. CLEARANCES AT AUTOMATIC DOORS & GATES W/OUT STANDBY POWER & SERVING AN ACCESSIBLE MEANS OF EGRESS SHALL COMPLY W/ 11B‐404.2.4. 11B‐404.3.3. THRESHOLDS & CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY W/ 11B‐404.2.5. 11B‐404.3.4. DOORS IN SERIES & GA TES IN SERIES SHALL COMPLY W/ 11B‐404.2.6. 11B‐404.3.5. MANUALLY OPERATED CONTROLS SHALL COMPLY W/ 11B‐309. THE CLEAR FLOOR SPACE ADJACENT TO THE CONTROL SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING.
11B‐404.3.6. WHERE DOORS & GATES W/OUT STANDBY POWER ARE A PART OF A MEANS OF EGR ESS, THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS & GATES SHALL BE 32" MIN. WHEN OPERATED IN EMERGENCY MODE. 11B‐404.3.7. REVOLVING DOORS, REVOLVING GATES, & TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE.

SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
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NO. C23563
REN. 7/23
E
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TAT
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AC
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NES S
LIE E
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AN
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ARC RF
P.

S
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I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A9.11
DETAILS ‐ FIRE LIFE SAFETY
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
SCALE
3" = 1'‐0" 1DOOR THRESHOLDS3
SCALE
3/4" = 1'‐0" 2SIGNAGE TACTILE EXIT1
SCALE
1" = 1'‐0" 3
ACCESSIBLE DOOR SIGNAGE @
RESTROOMS1
SCALE
1" = 1'‐0" 4
ACCESSIBLE TACTILE SIGNAGE @
RESTROOMS1
SCALE
NTS 5SIGNAGE EXIT1
SCALE
1" = 1'‐0" 8
SIGNAGE ACCESSIBLE BUILDING
ENTRANCE1
SCALE
3/4" = 1'‐0" 9
ACCESSIBLE EXTERIOR DOOR @
UNISEX RESTROOM1
SCALE
3/4" = 1'‐0" 13GENERIC DOOR1SCALE
3/4" = 1'‐0" 17ACCESSIBILITY DOORS1
DET

AIL REM
OVE
D
1 1
1 NO

PARKING
CBC 11B‐502 PARKING SPACES:

CBC 11B‐502.1 GENERAL. CAR AND VAN PARKING SPACES SHALL COMPLY WITH SECTION CBC 11B‐502. WHERE PARKING SPACES ARE MARKED WITH LINES, WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS. EXCEPTION: WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJ
ACENT TO ANOTHER PARKING SPACE OR ACCESS AISLE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.

CBC 11B‐502.2 VEHICLE SPACES. CAR AND VAN PARKING SPACES SHALL BE 216 INCHES LONG MINIMUM. CAR PARKING SPACES SHALL BE 108 INCHES WI DE MINIMUM AND VAN PARKING SPACES SHALL BE 144 INCHES WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH SECTION CBC 11B‐502.3. EXCEPTION: VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES WIDE MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES WID E MINIMUM.

CBC 11B‐502.3 ACCESS AISLE. ACCESS AISLES SERVING PARKING SPACES SHALL COMPLY WITH SECTION CBC 11B‐502.3. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE.

CBC 11B‐502.3.1 WIDTH. ACCESS AISLES SERVING CAR & VAN PARKING SPACES SH ALL BE 60 INCHES WIDE MINIMUM.

CBC 11B‐502.3.2 LENGTH. ACCESS AISLES SHALL EXTEND THE FULL REQ'D LENGTH OF PARKING SPACES THEY SERVE.

CBC 11B‐502.3.3 MARKING. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MA XIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND LOCATED TO BE VISIBLE FR OM THE ADJACENT VEHICULAR WAY. ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH.

CBC 11B‐502.3.4 LOCATION. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH SHALL HAVE ACCESS AI SLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.

CBC 11B‐502.4 FLOOR OR GROUND SURFACES. PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION CBC 11B‐ 302. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE.

CHANGES IN LEVEL ARE NOT PERMITTED. EX CEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. CBC 11B‐502.5 VERTICAL CLEARANCE. PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES MINIMUM.

CBC 11B‐502.6 IDENTIFICATION. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION CBC 11B‐70 3.7.2.1. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION “VAN ACCESSIBLE.” SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. EXCEPTION: SIGNS LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 80 INCHE S ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN.

CBC 11B‐502.6.1 FINISH AND SIZE. PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE INCHES.

CBC 11B‐502.6.2 MINIMUM FINE. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF ACCE SSIBILITY SHALL STATE “MINIMUM FINE $250.” CBC 11B‐502.6.3 LOCATION. A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE.

SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY AL SO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE.

CBC 11B‐502.6.4 MARKING. EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE IDENTIFICATION COMPLYING WITH EITHER SECTIONS CBC 11B‐502.6.4.1 OR CBC 11B‐502.6.4.2. CBC 11B‐502.6.4.1 THE PARKING SPACE SHALL BE MARKED WITH AN INTERNATIONAL SY MBOL OF ACCESSIBILITY COMPLYING WITH SECTION CBC 11B‐703.7.2.1 IN WHITE ON A BLUE BACKGROUND A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH. THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH.

CBC 11B‐502.6.4.2 THE PARKING SPACE SHALL BE OUTLINED OR PAINTED BLUE AND SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION CBC 11B‐703.7.2.1 A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH IN WHITE OR A SUITABLE CONTRASTING COLOR. THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CO RNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE.

CBC 11B‐502.7 RELATIONSHIP TO ACCESSIBLE ROUTES. PARKING SPACES & ACCESS AISLES SHALL BE DESIGNED SO THAT CARS & VANS, WHEN PARKED, CAN'T OBSTRUCT THE REQ'D CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.

CBC 11B‐502.7.1 ARRANGEMENT. PARKING SPACES AND AC CESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED.

CBC 11B‐502.7.2 WHEEL STOPS. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER TH E REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.

CBC 11B‐502.8 ADDITIONAL SIGNAGE. AN ADDITIONAL SIGN SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF‐STREET PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON‐SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE.

CBC 11B‐502.8.1 SI ZE. THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH.

CBC 11B‐502.8.2 LETTERING. THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLAT ES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: _________________________ OR BY TELEPHONING _______________________." BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN.
(VAN SPACE)
18' ‐ 0" MINIMUM
4' ‐ 6" 3' ‐ 0" 4' ‐ 6"
3' ‐ 0"
FULL REQUIRED LENGTH OF PARKING SPACE
12' ‐ 0" MINIMUM 5' ‐ 0" MINIMUM
IDENTIFICATION SIGNS DETECTABLE

WARNING
WHEEL STOP
HATCHED LINES
@ 36" O.C. MAX
ACCESS
AISLE

INTERNATIONAL
SYMBOL FOR

ACCESSIBILITY
"BLUE" PAINTED
BORDER.
12" HIGH "WHITE"
LETTERING.

ALIGN
CROSS SLOPE 1:48
MAX
A9.21
8 A9.21
12 -
---
A9.21
15 CBC 11B‐502.6.3 LOCATION. A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT TH E INTERIOR END OF THE PARKING SPACE.

CBC 11B‐502.6.4 MARKING. EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE IDENTIFICATION COMPLYING WITH EITHER SECTIONS CBC 11B‐502.6.4.1 OR CBC 11B‐502.6.4.2.

CBC 11B‐502.6.4.1 THE PARKING SPACE SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION CBC 11B‐70 3.7.2.1 IN WHITE ON A BLUE BACKGROUND A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH. THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LO WER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH.

CBC 11B‐502.6.4.2 THE PARKING SPACE SHALL BE OUTLINED OR PAINTED BLUE AND SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION CBC 11B‐703.7.2.1 A MINIMUM 36 INCHES WIDE BY 36 INCHES HIG H IN WHITE OR A SUITABLE CONTRASTING COLOR. THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WIT H, THE END OF THE PARKING SPACE.

CBC 11B‐502.7 RELATIONSHIP TO ACCESSIBLE ROUTES. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.

CBC 11B‐502.7.1 ARRANGEMENT. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THA T PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED.

CBC 11B‐502.7.2 WHEEL STOPS. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT A CCESSIBLE ROUTES.

CBC 11B‐502.8.1 SIZE. THE ADDITIONAL SIGN SHALL NO T BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH.

CBC 11B‐502.8.2 LETTERING. THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH THE FOLLOWING:
"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WIL L
BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT:
_________________________ OR BY TELEPHONING _______________________." BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN.

CBC 11B‐502 PARKING SPACES
CBC 11B‐502.1 GENERAL. CAR AND VAN PARKING SPACES SHALL COMPLY WITH SECTION CBC 11B‐502. WHERE PARKING SPACES ARE MARKED WITH LINES, WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS.

EXCEPTION: WHERE PARKING SPACES OR ACCESS AISLES ARE NO T ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.

CBC 11B‐502.2 VEHICLE SPACES. CAR AND VAN PARKING SPACES SHALL BE 216 INCHES LONG MINIMUM. CAR PARKING SPACES SHALL BE 108 INCHES WID E MINIMUM AND VAN PARKING SPACES SHALL BE 144 INCHES WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH SECTION CBC 11B‐502.3. EXCEPTION:

VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES WIDE MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES WI DE MINIMUM.

CBC 11B‐502.3.1 WIDTH. ACCESS AISLES SERVING CAR AND VAN PARKING SPACE S SHALL BE 60 INCHES WIDE MINIMUM.

CBC 11B‐502.3.2 LENGTH. ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE.

CBC 11B‐502.3.3 MARKING. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HAT
CHED LINES A MAXIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND LOCATED TO BE VISIBLE FR OM THE ADJACENT VEHICULAR WAY. ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH.

CBC 11B‐502.3.4 LOCATION. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH SHALL HAVE AC CESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.

SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. CBC 11B‐502.5 VERTICAL CLEARANCE.

PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES MINIMUM.

CBC 11B‐502.6 IDENTIFICATION. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION CB C 11B‐703.7.2.1. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION “VAN ACCESSIBLE.” SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. EXCEPTION:

SIGNS LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 80 INCHE S ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN.

CBC 11B‐502.6.1 FINISH AND SIZE. PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE INCHES.

CBC 11B‐502.6.2 MINIMUM FINE. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INT
ERNATIONAL SYMBOL OF ACCESSIBILITY SHALL STATE “MINIMUM FINE $250.” (VAN SPACE) (CAR SPACE)
18' ‐ 0" MINIMUM
18' ‐ 0" MINIMUM
3' ‐ 0" 3' ‐ 0" 3' ‐ 0"4' ‐ 6" 3' ‐ 0" 4' ‐ 6"
3' ‐ 0"
3' ‐ 0"
12' ‐ 0" MINIMUM 5' ‐ 0" MINIMUM 9' ‐ 0" MINIMUM
FULL REQUIRED LENGTH OF PARKING SPACE
CROSS SLOPE 1:48
MAX
CROSS SLOPE 1:48
MAX
IDENTIFICATION SIGNS
ACCESS
AISLE
WHEEL STOP
HATCHED LINES
@ 36" O.C. MAX
"BLUE" PAINTED
BORDER.
12" HIGH "WHITE"
LETTERING.

ALIGN

INTERNATIONAL
SYMBOL FOR

ACCESSIBILITY
NO

PARKING
A9.21
8 A9.21
15 CBC ‐406.3 PARALLEL CURB RAMPS. PARALLEL CURB RAMPS SHALL COMPLY WITH SECTIONS 11B‐406.3 AND 11B‐406.5.

CBC 11B‐406.3.1 SLOPE. THE RUNNING SLOPE OF THE CURB RAMP SEGMENTS SHALL BE IN‐LINE WITH THE DIRECTION OF SIDEWALK TRAVEL. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.

CBC 11B‐406.3.2 TU RNING SPACE. A TURNING SPACE 48 INCHES MINIMUM BY 48 INCHES MINIMUM SHALL BE PROVIDED AT THE BOTTOM OF THE CURB RAMP. THE SLOPE OF THE TURNING SPACE IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM.

CBC 11B‐406.4 BLENDED TRANSITIONS. BLENDED TRANSITIONS SHALL COMPLY WITH SECTIONS 11B‐406.4 AND 11B‐406.5.

CB
C 11B‐406.4.1 SLOPE. BLENDED TRANSITIONS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20.

CBC 11B‐406.5 COMMON REQUIREMENTS. CURB RAMPS AND BLENDED TRANSITIONS SHALL COMPLY WITH SECTION 11B‐406.5.

CBC 11B‐406.5.1 LOCATION. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT IN TO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES. CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. EXCEPTION: DIAGONAL CURB RAMPS SHALL COMPLY WITH SECTION 11B‐406.5.9.

PLAN VIEW

ELEVATION
CBC 11B‐406.5.2 WIDTH. THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANY FLARED SIDES), BLENDED TRANSITIONS, AND TURNING SPACES SHALL BE 48 INCHES MINIMUM.

CBC 11B‐406.5.3 LANDINGS. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS AND BLENDED TRANSITIONS. THE LANDING CLEAR LENGTH SHALL BE 48 INCHES MINIMUM. THE LANDING CL EAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING ANY FLARED SIDES, OR THE BLENDED TRANSITION LEADING TO THE LANDING. THE SLOPE OF THE LANDING IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. EXCEPTION: PARALLEL CURB RAMPS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B‐406.5.3.

CB
C 11B‐406.5.11 GROOVED BORDER. CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES (305 MM) WIDE ALONG THE TOP OF THE CURB RAMP AT THE LEVEL SURFACE OF THE TOP LANDING AND AT THE OUTSIDE EDGES OF THE FLARED SIDES. THE GROOVED BORDER SHALL CONSIST OF A SERIES OF GR
OOVES 1/4 INCH WIDE BY 1/4 INCH DEEP, AT 3/4 INCH ON CENTER. EXCEPTIONS: 1. AT PARALLEL CURB RAMPS, THE GROOVED BORDER SHALL BE ON THE UPPER APPROACH IMMEDIATELY ADJACENT TO THE CURB RAMP ACROSS THE FULL WIDTH OF THE CURB RAMP. 2. A GROOVED BORDER SHALL NOT BE REQUIRED AT BLENDED TRA NSITIONS.

CROSS SLOPE 1:48 MAX
CROSS SLOPE 1:48 MAX
SLOPE 1:12 SLOPE 1:12
CROSS SLOPE 1:48 MAX
4' ‐ 0"
4' ‐ 0"
1' ‐ 0" 6' ‐ 0" 4' ‐ 0" 6' ‐ 0" 1' ‐ 0"
6"
12 1 12 1
6" HIGH CONCRETE
CURB
4" THICK MIN BROOM FINISH
CONCRETE LANDING OVER 4" THICK
AGGREGATE BASE.

GROOVED BORDER6" HIGH CONCRETE
CURB
4" THICK MIN BROOM
FINISH CONCRETE
RAMP OVER 4" THICK
AGGREGATE BASE.
6" 6"
6" 6"
---
- -
---
CBC 11B‐503 PASSENGER DROP‐OFF AND LOADING ZONES
CBC 11B‐503.1 GENERAL. PASSENGER DROP‐OFF AND LOADING ZONES SHALL COMPLY WITH SECTION CBC 11B‐503.

CBC 11B‐503.2 VEHICLE PULL‐UP SPACE. PASSENGER DROP‐OFF AND LOADING ZONES SHALL PROVIDE A VEHICULAR PULL‐UP SPACE 96 INCHES WIDE MINIMUM AND 20 FEET LO NG MINIMUM.

CBC 11B‐503.3 ACCESS AISLE. PASSENGER DROP‐OFF AND LOADING ZONES SHALL PROVIDE ACCESS AISLES COMPLYING WITH SECTION CBC 11B‐503 ADJACENT AND PARALLEL TO THE VEHICLE PULL‐UP SPACE.

ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR WAY. 11B‐503.3.1 WIDTH. ACCESS AISLES SERVING VEH ICLE PULL‐UP SPACES SHALL BE 60 INCHES WIDE MINIMUM.
11B‐503.3.2 LENGTH. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL‐UP SPACES THEY SERVE.
11B‐503.3.3 MARKING. ACCESS AISLES SHALL BE MARKED WITH A PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BORDERLINES SHALL BE MARKED WI TH HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE. 11B‐503.4 FLOOR AND GROUND SURFACES. VEHICLE PULL‐UP SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION
11B‐302. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PU LL‐UP SPACE THEY SERVE.

CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.
11B‐503.5 VERTICAL CLEARANCE. VEHICLE PULL‐UP SPACES, ACCESS AISLES SERVING THEM, AND A VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE AND FROM THE PASSENGER LOADING ZONE TO A VEHI CULAR EXIT SHALL PROVIDE A VERTICAL CLEARANCE OF 114 INCHES MINIMUM. 11B‐503.6 IDENTIFICATION. EACH PASSENGER LOADING ZONE DESIGNATED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A REFLECTORIZED SIGN COMPLYING WITH SECTION 11B‐703.5. IT SHALL BE PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM THE PASSENGER LOADING ZON E STATING “PASSENGER LOADING ZONE ONLY” AND INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B‐703.7.2.1 IN WHITE ON A DARK BLUE BACKGROUND.8' ‐ 0"5' ‐ 0"
20' ‐ 0" MINIMUM OR FULL LENGTH OF VEHICLE PULL‐UP SPACE 3' ‐ 0"
4" WIDE CONTRASTING
COLOR PAINTED ACCESS
AISLE MARKING
IDENTIFICATION SIGN:
"PASSENGER LOADING ZONE
ONLY."
PROVIDE 114" MINIMUM
VERTICAL CLEARANCE IN
PASSENGER DROP‐OFF AREA
CROSS SLOPE 1:48
MAX
36" LONG PRECAST
CONCRETE WHEELSTOP
SET IN EPOXY BED
18" LONG #4 REBAR SET
EPOXY @ EACH END
(TYPICAL)
PAVING OVER
AGGREGATE BASE
6".
8".
1".
6".
1".

MINIMUM
FINE
$250
VAN ACCESSIBLE
ONLY

CONCRETE

FOOTING
PAVING
1‐1/2" DIAMETER
GALVANIZED PIPE
24". 80". 18" MIN.
1"
DIA
18".
12" SQUARE 6". 6" SQUARE
1". 1".1". 1".1". 1".

CBC‐11B‐502.8.2 ACCESSIBLE PARKING
STALL SIGN LETTERING. THE
ADDITIONAL SIGN SHALL CLEARLY
STATE IN LETTERS WITH A MINIMUM
HEIGHT OF 1 INCH THE FOLLOWING:
"UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING
PLACARDS OR SPECIAL LICENSE PLATES
ISSUED FOR PERSONS WITH
DISABILITIES WILL BE TOWED AWAY AT
THE OWNER’S EX PENSE. TOWED
VEHICLES MAY BE RECLAIMED AT:
(INFORMATION HERE) OR BY
TELEPHONING (INFORMATION HERE)."
BLANK SPACES SHALL BE FILLED IN
WITH APPROPRIATE INFORMATION AS
A PERMANENT PART OF THE SIGN.

UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT

DISPLAYING
DISTINGUISHING PLACARDS
OR SPECIAL LICENSE PLATES
ISSUED FOR PERSONS WITH
DISABILITIES WILL BE
TOWED AWAY AT THE
OWNER’S EXPENSE. TOWED
VEHICLES MAY BE
RECLAIMED AT:
(INFORMATION HERE) OR
BY TELEPHONING
(INFORMATION HERE)

MINIMUM
FINE $250
1‐1/2" DIAMETER
GALVANIZED PIPE
PAVING

CONCRETE

FOOTING
22". 36". 30".
12" DIA
6".
12".
9".
17".
1'‐2 5/16".
1 9/16". 6 9/16". 2 1/2". 5 3/16".
5 15/16".
3'‐0".

R3"
2".
9 11/16".7 1/8".2".2".2".6 3/8".
3'‐0".
2".
2".
8 3/16".
2 1/16".
1".
1'‐1 3/16".8 1/4".

R7 11/16"
R9"
SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
A9.21
DETAILS ‐ SITE PLAN
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
SCALE
1/4" = 1'‐0" 5SITE ACCESSIBLE PARKING1SCALE
1/4" = 1'‐0" 13SITE CURB RAMP PARALLEL1
SCALE
1/4" = 1'‐0" 19
SITE PASSENGER DROP‐OFF &
LOADING ZONES1
SCALE
3/4" = 1'‐0" 8WHEELSTOP1SCALE
3/4" = 1'‐0" 12
SIGNAGE ACCESSIBLE VEHICLE
PARKING1
SCALE
3/4" = 1'‐0" 16
SIGNAGE ACCESSIBLE VEHICLE
PARKING ENTRY1
SCALE
3/4" = 1'‐0" 15PARKING STALL ACCESSIBLE SYM.1
NOTE: SIGN SHALL BE REFLECTORIZED NON‐GLARE
PORCELAIN ENAMELED STEEL W/ GALVANIZED IRON
W/ WHITE SYMBOL ON BLUE BACKGROUND
DISPLAYING THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY. SEE SITE PLAN FOR LOCATION.

TWO‐SIDED
BUILDING ENTRANCE
DIRECTION SIGN.

COMPLY WITH 2013
CBC, 11B‐703.7.2.1.
(RIGHT)
(LEFT)

CONCRETE

FOOTING
PAVING
2" DIAMETER
GALVANIZED PIPE
DIA
18".
60" TO CENTER OF SIGN 18" MIN.
1"
2".6".
6".
4" WHITE STRIPING
OVER ASHALT PAVING
WITH 1:48 MAXIMUM
CROSS SLOPE (TYP).

DETECTABLE WARNING
TRUNCATED DOMES
ALIGN SURFACES
48".
36". 36".
5 A9.22
BELSON OUTDOORS: CBBR‐2UR‐SS
SURFACE MOUNT, STAINLESS STEEL 1 7/8" THK.

PROVIDE A MIN. OF 36" BETWEEN RACKS.

FINISH PAVING
1' ‐ 10"
3' ‐ 0"
24" MIN. 24" MIN.

CLEAR SPACE
96" RECOMMENDED (72" MIN)
2' ‐ 1 5/8"
CBC 11B‐705.1.1 GENERAL. DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES AND SHALL COMPLY WITH SECTION 11B‐705.

CBC 11B‐705.1.1.1 DOME SIZE. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH MINIMUM AND 0.92 INCH MAXIMUM, A TOP DIAMETER OF 0.45 INCH MINIMUM AND 0.
47 INCH MAXIMUM, AND A HEIGHT OF 0.18 INCH MINIMUM AND 0.22 INCH MAXIMUM.

CBC 11B‐705.1.1.2 DOME SPACING. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A CENTER‐TO‐CENTER SPACING OF 2.3 INCHES MINIMUM AND 2.4 INCHES MAXIMUM, AND A BASE‐TO‐BASE SPACING OF 0.65 INCH M INIMUM, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID.

EXCEPTION: WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES SHALL HAVE A CENTER‐TO‐ CENTER SPACING OF 1.6 INCHES MINIMUM TO 2.4 INCHES MAXIMUM.

CBC 11B‐705.1.1.3 CONTRAST. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT‐ON‐DAR K, OR DARK‐ON‐LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. CONTRAST SHALL BE DETERMINED BY:

CONTRAST = [(B1‐B2)/B1] × 100 PERCENT WHERE B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF TH E DARKER AREA. EXCEPTION: WHERE THE DETECTABLE WARNING SURFACE DOES NOT ADEQUATELY CONTRAST WITH ADJACENT SURFACES, A 1 INCH WIDE BLACK STRIP SHALL SEPARATE YELLOW DETECTABLE WARNING FROM ADJACENT SURFACES.

CBC 11B‐705.1.1.4 RESILIENCY. DETECTABLE WARNING SURFACES SHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND‐ON‐CANE CONTACT. EXCEPTION: DE TECTABLE WARNING SURFACES AT CURB RAMPS, ISLANDS OR CUT‐THROUGH MEDIANS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B‐705.1.1.4.

CBC 11B‐705.1.1.5 COLOR. DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS 33538 OF FEDERAL STANDARD 595C. EXCEPTION: DETECTABLE WARNING SURFACES AT CURB RAMPS, ISLANDS OR CUT‐THROUGH MEDIANS SH ALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B‐705.1.1.5.

CBC 11B‐705.1.2 LOCATIONS. DETECTABLE WARNINGS AT THE FOLLOWING LOCATIONS SHALL COMPLY WITH SECTION 11B‐705.1.

CBC 11B‐705.1.2.1 PLATFORM EDGES. DETECTABLE WARNING SURFACES AT PLATFORM BOARDING EDGES SHALL BE 24 INCHES WIDE AND SHALL EXTEND THE FULL LENGTH OF THE PUBLIC US E AREAS OF THE PLATFORM.

CBC 11B‐705.1.2.2 CURB RAMPS. DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES IN THE DIRECTION OF TRAVEL. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 INC HES MINIMUM AND 8 INCHES MAXIMUM FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY. EXCEPTION: ON PARALLEL CURB RAMPS, DETECTABLE WARNINGS SHALL BE PLACED ON THE TURNING SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND SI DEWALK.

CBC 11B‐705.1.2.3 ISLANDS OR CUT‐THROUGH MEDIANS. DETECTABLE WARNINGS AT PEDESTRIAN ISLANDS OR CUTTHROUGH MEDIANS SHALL BE 36 INCHES MINIMUM IN DEPTH EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR CUT‐THROUGH, PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT‐ THROUGH MEDIAN, AND SHALL BE SEPARATED BY 24 IN CHES MINIMUM OF WALKING SURFACE WITHOUT DETECTABLE WARNINGS. EXCEPTION: DETECTABLE WARNINGS SHALL BE 24 INCHES MINIMUM IN DEPTH AT PEDESTRIAN ISLANDS OR CUT‐THROUGH MEDIANS THAT ARE LESS THAN 96 INCHES IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL.

CBC 11B‐705.1.2.4 BUS STOPS. WHEN DETECTABLE WARNINGS ARE PROVIDED AT BUS STO P PADS, IT SHALL BE 36 INCHES IN WIDTH.

CBC 11B‐705.1.2.5 HAZARDOUS VEHICULAR AREAS. DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS SHALL BE 36 INCHES IN WIDTH.

CBC 11B‐705.1.2.6 REFLECTING POOLS. WHEN DETECTABLE WARNINGS ARE PROVIDED AT CBC 11B‐705.1.2.6 REFLECTING POOLS. WHEN DETECTABLE WARNINGS ARE PROVIDED AT REFLECTING POOL S, IT SHALL BE 24 INCHES MINIMUM AND 36 INCHES MAXIMUM IN WIDTH.

A
.18"‐.22" HEIGHT.65" MIN

2.3"‐2.4"

2.3"‐2.4"
.45"‐.47" .90"‐.92"
A
1:12 (8.33%)
MAX SLOPE DOWN
2% MAX
SLOPE
RAISED CONCRETE WALKWAY:
1:48 MAXIMUM CROSS SLOPE (TYP)
ALIGN SURFACES
2013 CBC, 11B‐406.5.11 GROOVED BORDER. CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES WIDE ALONG THE TOP OF THE CURB RAMP AT THE LEVEL SURFACE OF THE TOP LANDING AND AT THE OUTSIDE EDGES OF THE FLARED SIDES. THE GROOVED BORDER SHALL CONSIST OF A SERIES OF GROOVES 1/4 INCH WIDE BY 1/4 IN
CH DEEP, AT 3/4 INCH ON CENTER.

HEAVY BROOM FINISH CONCRETE
RAMP 4" THICK (MINIMUM)
6" HIGH MAX CONCRETE CURB
4" WHITE STRIPING OVER ASHALT
PAVING WITH 2% MAXIMUM
CROSS SLOPE (TYP)
6" HIGH MAX CONCRETE CURBALIGN SURFACES
36".12". 6'‐0". 36".
6".48".6".
48".
5 A9.22
PATH SHALL REQUIRE A RAMP
WHERE SLOPE IS GREATER THAN
1:20 AND NO GREATER THAN 1:12.

MAXIMUM CROSS SLOPE SHALL BE
1:48.
48" MIN.

VERIFY LENGTH & DIRECTION PER SITE PLAN
CROSS
SLOPE
1:48 MAX
PATH SHALL REQUIRE A RAMP
WHERE SLOPE IS GREATER THAN
1:20 AND NO GREATER THAN 1:12.

MAXIMUM CROSS SLOPE SHALL BE
1:48.
48" MIN.

VERIFY LENGTH & DIRECTION PER SITE PLAN
CROSS
SLOPE
1:48 MAX
EXTERIOR SLAB: 4" THICK (MIN). REINFORCEMENT: #3 REBAR @ 18" O.C. EACH WAY @ MID‐SLAB OVER 4" MINIMUM ROCK CUSHION CONSISTING OF VIBROPLATE COMPACTED CRUSHED ROCK OR COMPACTED 3/4”INCH AGGREGATE BASEROCK.

FINISH LIGHT BROOM. PROVIDE TROWELED JOINTS RECOVERED WITH PASTE DURING FINISHING OR WET SAWN JOINTS @ 5'‐0" O.C.
6"
15" DIA
36" MIN 36" MIN
4" DIA STEEL PIPE BOLLARD FILLED W/
CONCRETE. PAINT 3‐COAT YELLOW.

FINISHED SURFACE.

CONCRETE FOOTING.

SECTION 312 VEHICLE IMPACT PROTECTION 312.1
GENERAL.

VEHICLE IMPACT PROTECTION REQUIRED BY THIS CODE
SHALL BE PROVIDED BY POSTS THAT COMPLY WITH
SECTION 312.2 OR BY OTHER APPROVED PHYSICAL
BARRIERS THAT COMPLY WITH SECTION 312.3. 312.2
POSTS. GUARD POSTS SHALL COMPLY WITH ALL OF THE
FOLLOWING REQUIREMENTS: 1. CONSTRUCTED OF
STEEL NOT LESS THAN 4 INCHES (102 MM) IN DIAMETER
AND CONCRETE FILLED. 2. SPACED NOT MORE THAN 4
FEET (1219 MM) BETWEEN POSTS ON CENTER. 3. SET
NOT LESS THAN 3 FEET (914 MM) DEEP IN A CONCRETE
FOOTING OF NOT LESS THAN A 15‐INCH (381 MM)
DIAMETER. 4. SET WITH THE TOP OF THE POSTS NOT
LESS THAN 3 FEET (914 MM) ABOVE GROUND. 5.

LOCATED NOT LESS THAN 3 FEET (914 MM) FROM THE
PROTECTED OBJECT. 312.3 OTHER BARRIERS. PHYSICAL
BARRIERS SHALL BE A MINIMUM OF 36 INCHES (914
MM) IN HEIGHT AND SHAH RESIST A FORCE OF 12,000
POUNDS (53 375 N) APPLIED 36 INCHES (914 MM)
ABOVE THE ADJACENT GROUND SURFACE.
6" DIA STEEL PIPE BOLLARD
FILLED W/ EYELET FOR LOCKING.

PAINT 3‐COAT YELLOW.

CONCRETE FOOTING.

RECEIVER WITH STEEL
STOPS AND DRAIN HOLES.

FINISHED CONCRETE SURFACE.

SLOT FOR LOCK.

EYELET FOR LOCK.
6"
15" DIA
36" MIN 6"18"18"
SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
3 10‐23‐2023
A9.22
DETAILS ‐ SITE PLAN
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
SCALE
3/4" = 1'‐0" 11
SIGNAGE BUILDING ENTRANCE
DIRECTION1
SCALE
3/4" = 1'‐0" 4
ACCESSIBLE PATH OF TRAVEL @
ASPHALT PAVING1
SCALE
3/4" = 1'‐0" 12SITE BICYCLE RACK1
SCALE
3/4" = 1'‐0" 5DETECTABLE WARNING2
SCALE
3/4" = 1'‐0" 8CURB RAMP @ PATH OF TRAVEL1
SCALE
3/4" = 1'‐0" 3ACCESSIBLE PATH OF TRAVEL1
SCALE
3/4" = 1'‐0" 2
ACCESSIBLE PATH OF TRAVEL
CONCRETE2
SCALE
3/4" = 1'‐0" 9SITE BOLLARD
SCALE
3/4" = 1'‐0" 10SITE BOLLARD ‐ REMOVABLE
3 19' ‐ 4"
9' ‐ 4"
(CONCRETE APRON)
8' ‐ 0"
WASTE

CONTAINER
AREA
3' ‐ 6"
(N) 8X8X16 SPLIT
FACE BLOCK WALLS W/
STUCCO FINISH (TO
MATCH MAIN BUILDING)
INSTALL ONE (1) 3/4" DIA
COPPER CLAD STEEL
GROUND ROD @ 100' O.C.
(N) MAN GATE W/ 10"
KICK PLATE & ACCESSIBLE
SINGLE ACTION LOCKSET
(N) 6" CONCRETE CURB
(N) STEEL POSTS
(N) PAINTED METAL GATES
(N) SITE BOLLARDS
(N) 5" THICK (MIN)
CONCRETE APRON W/ #
4 @ 18" O.C. E.W. OVER
5" AGGREGATE BASE
3/4" ∅ X 1 1/2" DEEP
RECESS FOR CANE
BOLTS (TYP)
19' ‐ 4" (CONCRETE APRON)
2' ‐ 5 1/2" 4' ‐ 5" 2' ‐ 5 1/2"
TRASH

ENCLOSURE
WALL
HEAVY DUTY GATE
HINGES WELDED TO
FRAME @ 24 "
O.C. (4 PER GATE)
CAST IN PLACE
CONCRETE FILLED
BOLLARDS EACH
SIDE 6' HIGH X 6"
2 X 2 X 1/4
ANGLE FRAME
1‐3/4" X 18 GA. CORRUGATED STEEL DECK SPOT
WELD TO ANGLE FRAME.
1/2" CANE BOLT (DROP PIN) WELDED TO FRAME AT EACH GATE
WITH POPE SLEEVE EMBEDDED IN CONCRETE TO ACCEPT BOLT
WHEN GATE IS CLOSED OR FULLY OPEN.

NOTE: ALL EXPOSED MTL. SHALL BE
SHOP‐PRIMED & PAINTED IN FIELD TO
MATCH TRASH ENCLOSURE WALL.
4"
5"
1' ‐ 7"
5"
2"
5/8"∅ ROD
1/2"∅ ROD
3/4"∅ PIPE
2" X 2" X 1/4" ANGLE
3/4"∅ PIPE (4)
2' ‐ 9"
6"8"
4' ‐ 0"
HINGE (X4)
A9.23
3 6' T.O. GATE
5"
CONC. SLAB
CONC. FOOTING
H.S.S.

CAST CONC. CAP (BEYOND)
8X8X16 SPLIT FACE
CONCRETE BLOCK ‐ PAINTED
SOLID MASONRY GROUT W/
1:3 1/2 MIX MORTAR
CONCRETE CURB
6" CONCRETE SLAB
#4 VERTICAL BARS
24" O.C.
18" WIDE X 12" DEEP
CONCRETE FOOTING
6' WALL
10 COURSES
(N) STEEL GATES (PAINTED)
(N) SITE BOLLARDS
(N) BLOCK WALL W/
STUCCO FINISH (TO
MATCH FRONT ENTRY)
(N) STEEL POST
(N) STEEL BEAM
(N) METAL ROOFING
(TO MATCH MAIN BLDG)
6' ‐ 0"
(N) SITE BOLLARDS
(N) BLOCK WALL W/
STUCCO FINISH (TO
MATCH FRONT ENTRY)
(N) STEEL POST
(N) STEEL BEAM
(N) METAL ROOFING
(TO MATCH MAIN BLDG)
6' ‐ 0"
(N) STEEL POST
(N) STEEL BEAM
(N) STEEL POST
(N) STEEL BEAM
(N) SITE BOLLARD
(N) METAL ROOFING
(TO MATCH BLDG)
(N) STEEL MAN GATE
(PAINTED)
(N) BLOCK WALL W/
STUCCO FINISH (TO
MATCH BUILDING)
6' ‐ 0"
(N) STEEL POST
(N) STEEL BEAM
(N) STEEL POST
(N) STEEL BEAM
(N) SITE BOLLARD
(N) METAL ROOFING
(TO MATCH BLDG)
(N) BLOCK WALL W/
STUCCO FINISH (TO
MATCH BUILDING)
6' ‐ 0"
SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/25
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A9.23
DETAILS ‐ TRASH ENCLOSURE
04‐13‐2023
PLANNING COMMENTS
07‐25‐2023
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
2022120901
1 SCALE
1/4" = 1'‐0" 1TRASH ENCLOSURE FLOOR PLAN
SCALE
1/4" = 1'‐0" 3GATE HINGE DETAIL
SCALE
1/4" = 1'‐0" 4GATE/POST DETAIL
SCALE
1/2" = 1'‐0" 7TRASH ENCLOSURE DETAIL
SCALE
1/4" = 1'‐0" 9TRASH ENCLOSURE ‐ FRONT
SCALE
1/4" = 1'‐0" 10TRASH ENCLOSURE ‐ REAR
SCALE
1/4" = 1'‐0" 11TRASH ENCLOSURE ‐ RIGHT
SCALE
1/4" = 1'‐0" 12TRASH ENCLOSURE ‐ LEFT
LATCH SIDE APPROACHES
SWINGING DOORS

APPROACH

THRESHOLD
(WHERE OCCURS)
90°
24" CLEAR MINIMUM
44" CLEAR MINIMUM
48" CLEAR MINIMUM IF DOOR HAS A CLOSER
48" CLEAR MINIMUM
54" CLEAR MINIMUM IF DOOR HAS A CLOSER
24" CLEAR MINIMUM

APPROACH

APPROACH
HINGE SIDE APPROACHES
SWINGING DOORS

THRESHOLD
(WHERE OCCURS)
90°
A: 60" CLEAR MINIMUM
B: 54" CLEAR MINIMUM
B: 42" CLEAR MINIMUM
A: 36" CLEAR MINIMUM
54" CLEAR MINIMUM
48" CLEAR MINIMUM IF DOOR HAS A LATCH & DOOR
44" CLEAR MINIMUM
1%
MAX EXTERIOR
LANDING SLOPE

APPROACH

APPROACH
FRONT APPROACHES
SWINGING DOORS
MINIMUM OPENING ANGLE

THRESHOLD
(WHERE OCCURS)
LEVEL LANDING

CLEARANCE
LEVEL LANDING CLEARANCE
48" CLEAR60" CLEAR
60" CLEAR
24" CLEAR (EXTERIOR)
18" CLEAR (INTERIOR)
12" CLEAR32" CLEAR OPENING
48" CLEAR
90°
METAL STUD TYPES
WIDTH
(in) STUD MEMBER
DESIGN

THICKNESS
(in)
YIELD

STRENGTH
(in)

SPACING
(in)

LATERAL
LOAD (psf)

7.5PSF
L/240
1 5/8
PROSTUD 25
162PDS125‐15 0.0158 50
12 10'‐ 1"
16 9'‐1"
24 ‐‐
PROSTUD 20
162PDS125‐18 0.0190 70
12 10'‐ 0"
16 9'‐ 8"
24 8'‐ 5"
PROSTUD 30
162PDS125‐30 0.0312 33
12 11'‐ 3"
16 10'‐ 3"
24 8'‐ 8"
PROSTUD 33
162PDS125‐33 0.0346 33
12 11'‐ 10"
16 10'‐ 9"
24 9'‐ 3"
2‐1/2
PROSTUD 25
250PDS125‐15 0.0158 50
12 12'‐ 10"
16 11'‐ 8"
24 10'‐ 2"
PROSTUD 20
250PDS125‐18 0.0190 70
12 12'‐ 10"
16 12'‐ 3"
24 11'‐ 2"
PROSTUD 30
250PDS125‐30 0.0312 33
12 14'‐ 2"
16 12'‐ 11"
24 11'‐ 3"
PROSTUD 33
250PD
S125‐33 0.0346 33
12 14'‐ 7"
16 13'‐ 3"
24 11'‐ 7"
3 5/8
PROSTUD 25
362PDS125‐15 0.0158 50
12 14'‐ 11"
16 13'‐ 7"
24 11'‐ 10"
PROSTUD 20
362PDS125‐18 0.0190 70
12 15'‐ 10"
16 14'‐ 9"
24 13'‐ 2"
PROSTUD 30
362PDS125‐30 0.0312 33
12 17'‐ 10"
16 16'‐ 2"
24 14'‐ 2"
PROSTUD 33
362PDS125‐33 0.0346 33
12 18'‐ 5"
16 16'‐ 9"
24 14'‐ 8"
4 PROSTUD 25
400PDS125‐15 0.0158 50
12 15'‐ 9"
16 14'‐ 4"
24 12'‐ 6"
PROSTUD 20
400PDS125‐18 0.0190 70
12 16'‐ 4"
16 15'‐ 4"
24 13'‐ 10"
PROSTUD 30
400PDS125‐30 0.0312 33
12 19'‐ 0"
16 17'‐ 4"
24 15'‐ 1"
PROSTUD 33
400PDS125‐33 0.0346 33
12 19'‐ 11"
16 18'‐ 1"
24 15'‐ 10"
6 PROSTUD 25
600PDS125‐15 0.0158 50
12 21'‐ 1"
16 19'‐ 2"
24 16'‐ 1" F
PROSTUD 20
600PDS125‐18 0.0190 70
12 22'‐ 3"
16 20'‐ 8"
24 18'‐ 5"
PROSTUD 30
600PDS125‐30 0.0312 33
12 25'‐ 5"
16 23'‐ 1"
24 20'‐ 2"
PROSTUD 33
600PDS125‐33 0.0346 33
12 26'‐ 3"
16 23'‐ 10"
24 20'‐ 10"
CEILING NOTES
5/8" TYPE C GYPSUM BOARD INSTALLED PERPENDICULAR TO JOIST, OR PERPENDICULAR TO CHANNELS WHEN PRESENT. GYPSUM BOARD JOINTS SHALL BE COVERED WITH PAPER TAPE AND JOINT COMPOUND, FASTENER HEADS COVERED WITH JOINT COMPOUND.

GYPSUM BOARD

CEILING
1‐1/4" (OR 1‐5/8" WHEN CHANNELS WHERE PRESENT) TYPE S DRYWALL SCREW: END EDGE DISTANCE .75”, FI ELD SPACING 12” O.C., BOARD EDGE SPACING: 8” O.C.

GYPSUM BOARD

CEILING

FASTENERS
ATTACH SLIP TRACK TO
STRUCTURE ABOVE.

SIDE VIEW
20 GA GALVANIZED METAL
SLOTTED DEFLECTION TRACK
METAL STUD
GAP TO ALLOW FOR
VERTICAL DEFLECTION
(1) #8‐18 WAFERHEAD
FRAMING SCREWS IN EA.

STUD FLANGE
DEFLECT. GAP

REQUIRED
(E) ROOF SHEATHING
(E) CONCRETE SLAB
METAL STUD BOTTOM TRACK ANCHORED
W/ 1‐1/4" EMBED. HILTI TRUE EMBEDMENT
PIN (ICC‐ESR‐1799) @ 24" O.C.
600T125‐33 BOTTOM
TRACK (ICC‐ESR‐1166P)
600S162‐33 P STRUCTURAL
STUD (ICC‐ESR‐1166P) @ MAX
24" O.C.
(E) ROOF RAFTER
600T125‐33 TOP TRACK
(ICC‐ESR‐1166P)
CLARKDIETRICH FTC5 OR
APPROVED EQUAL TOP CLIP
INSULATION (WHERE USED)
1‐3/4" SIMPSON
STRONGDRIVE SDS25134 (ICC‐
ESR‐2236) @ 24" O.C.

GYPSUM BOARD (TYPE
"X" AT DEMISING WALLS)
(ICC‐ESR‐1338)
REF: SPAN CHARTS
MIN 2X4 DF#2
BLOCKING AS NEEDED
SIMPSON LUS24 HANGER
(ICC‐ESR‐2552) @ BLOCKING
BEARING POINTS
REF: DETAIL 11 FOR DEMISING WALL
ASSEMBLY. REF: DETAILS 13 & 15 FOR TOP
AND BOTTOM CONNECTIONS
REF: SPAN CHARTS
(E) ROOF SHEATHING
(E) CONCRETE SLAB
METAL STUD BOTTOM TRACK ANCHORED
W/ 1‐1/4" EMBED. HILTI TRUE EMBEDMENT
PIN (ICC‐ESR‐1799) @ 24" O.C.
600T125‐33 BOTTOM
TRACK (ICC‐ESR‐1166P)
600S162‐33 P STRUCTURAL
STUD (ICC‐ESR‐1166P) @ MAX
24" O.C.
(E) ROOF RAFTER
600T125‐33 TOP TRACK
(ICC‐ESR‐1166P)
CLARKDIETRICH FTC5 OR
APPROVED EQUAL TOP CLIP
INSULATION (WHERE USED)
1‐3/4" SIMPSON
STRONGDRIVE SDS25134 (ICC‐
ESR‐2236) @ 24" O.C.

GYPSUM BOARD (TYPE
"X" AT DEMISING WALLS)
(ICC‐ESR‐1338)
REF: DETAIL 11 FOR DEMISING WALL
ASSEMBLY. REF: DETAILS 13 & 15 FOR TOP
AND BOTTOM CONNECTIONS
CUSTOMER SIDE
STAFF SIDE
2' ‐ 9 1/4"3/4"
2' ‐ 10"
CEILING HEIGHT
8"
4" 2' ‐ 3 3/4" 1/4"
1' ‐ 0 5/8"
3" 2' ‐ 3" 2" 9"
8 5/8" 4"
3/4"
1' ‐ 11 1/2" 9"
2' ‐ 9 1/4"
CUSTOMER SIDE
STAFF SIDE
3" 2' ‐ 3" 2" 9"
3/4"
1' ‐ 11 1/2" 9"
2' ‐ 9 1/4"
CUSTOMER SIDE
STAFF SIDE
2' ‐ 8" 9"
3' ‐ 5"
(INTERIOR SIDE)
(INTERIOR SIDE)
1‐HR WALL PER 2022 CBC, TABLE 721.1.(2), ITEM 13‐1.3
600S162‐33 P STRUCTURAL
STUD (ICC‐ESR‐1166P) @
MAX 24" O.C.

GYPSUM BOARD TYPE
"X" (ICC‐ESR‐1338)
GYPSUM BOARD WALL FASTENERS
GYPSUM BOARD TYPE
"X" (ICC‐ESR‐1338)
GYPSUM BOARD WALL FASTENERS
INSULATION (WHERE USED)
SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A9.31
DETAILS ‐ FLOOR PLAN
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
SCALE
NOT TO
SCALE 5
ACCESSIBILITY DOOR (LATCH SIDE
APPROACH)1
SCALE
NOT TO
SCALE 9
ACCESSIBILITY DOOR (HINGE SIDE
APPROACH)1
SCALE
NOT TO
SCALE 7
ACCESSIBILITY DOOR (FRONT
APPROACH)1
SCALE
1" = 1'‐0" 4
INTERIOR WALL MTL STUD @ SLOT
TRACK ASSEMBLY
SCALE
1 1/2" = 1'‐0" 13
INTR. & DEMISING WALL METAL
STUD @ PARALLEL FRAME
SCALE
1 1/2" = 1'‐0" 15
INTERIOR WALL METAL STUD @
PERPENDICULAR FRAME
SCALE
3/4" = 1'‐0" 1RECEPTION SECTION
SCALE
3/4" = 1'‐0" 3PRODUCT DISPLAY SECTION
SCALE
3/4" = 1'‐0" 12POS & DISPLAY SECTION
1 1
SCALE
1 1/2" = 1'‐0" 11WALL TYPE INTERIOR G206G‐1HR
DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
10"
6"6"
6"
SMOKE GASKETS

COORDINATOR
CLOSER
DOOR FRAME
DOOR
HINGES
SWEEP
PANIC EXIT
DEVICE‐2
PULL BAR
DOOR GLAZING
FULL LOUVER
SELF‐ATTACHED
VANDAL‐PROOF
WITH MITERED
AND WELDED

CORNERS
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION.

DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
SMOKE GASKETS
CLOSER
DOOR FRAME
DOOR
HINGES
SWEEP
LEVER MORTISE

LOCKSET
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION.

DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
SMOKE GASKETS
CLOSER
DOOR FRAME
DOOR
HINGES
SWEEP
LEVER MORTISE

LOCKSET
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION.

DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
SMOKE GASKETS
CLOSER
DOOR FRAME
DOOR
HINGES
SWEEP
LEVER MORTISE

LOCKSET
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION.

DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
SMOKE GASKETS
CLOSER
DOOR FRAME
DOOR
HINGES
SWEEP
LEVER MORTISE

LOCKSET
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION.

DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
SMOKE GASKETS
CLOSER
DOOR FRAME
DOOR
HINGES

THRESHOLD
SWEEP
LEVER MORTISE

LOCKSET
PANIC EXIT
DEVICE‐2
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION. -
---
3' ‐ 0"
DOOR HEIGHT
DOOR WIDTH
DOOR FRAME
DOOR
HINGES
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION.

LEVER LOCKSET
DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
10"
SMOKE GASKETS

COORDINATOR
CLOSER
DOOR FRAME
DOOR
HINGES

THRESHOLD
SWEEP
PANIC EXIT
DEVICE‐2
PULL BAR
NOTE: PROVIDE ONE (1) FLOOR STOP @ FULL OPEN POSITION.

ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A 180 DEGREE VIEWING DEVICE TO SCREEN PERSONS BEFORE ALLOWING ENTRY.
-
---
DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
SMOKE GASKETS
CLOSER
DOOR FRAME
DOOR
HINGES

THRESHOLD
SWEEP
LEVER MORTISE

LOCKSET
NOTE: PROVIDE ONE (1) FLOOR STOP @ FULL OPEN POSITION.

ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A 180 DEGREE VIEWING DEVICE TO SCREEN PERSONS BEFORE ALLOWING ENTRY.
-
---
DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
SMOKE GASKETS
CLOSER
DOOR FRAME
DOOR
HINGES
SWEEP
LEVER MORTISE

LOCKSET
PANIC EXIT
DEVICE‐2
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION.

DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
SMOKE GASKETS
CLOSER
DOOR FRAME
DOOR
HINGES

THRESHOLD
SWEEP
LEVER MORTISE

LOCKSET
PANIC EXIT
DEVICE‐2
NOTE: PROVIDE ONE (1) FLOOR STOP @ FULL OPEN POSITION.

ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A 180 DEGREE VIEWING DEVICE TO SCREEN PERSONS BEFORE ALLOWING ENTRY.
-
---
DOOR WIDTH
DOOR HEIGHT
DOOR FRAME
DOOR

WEATHERSTRIP
DOOR COIL

LOCKSET
10"
3' ‐ 0"
DOOR HEIGHT
6"
6"6"
SMOKE GASKETS
CLOSER
DOOR FRAME
DOOR
HINGES

THRESHOLD
SWEEP
PANIC EXIT
DEVICE‐2
PULL BAR
DOOR GLAZING
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION.

EXIT DECAL
-
---
DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
10"
SMOKE GASKETS

COORDINATOR
CLOSER
DOOR FRAME
DOOR
HINGES

THRESHOLD
SWEEP
LEVER MORTISE

LOCKSET
PANIC EXIT
DEVICE‐2
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION. -
---
DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
10"
6"
6"6"
SMOKE GASKETS

COORDINATOR
CLOSER
DOOR FRAME
DOOR
HINGES
SWEEP
PANIC EXIT
DEVICE‐2
PULL BAR
DOOR GLAZING
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION. -
---
DOOR WIDTH
DOOR HEIGHT
3' ‐ 0"
10"
6"6"
6"
SMOKE GASKETS

COORDINATOR
CLOSER
DOOR FRAME
DOOR
HINGES
SWEEP
PANIC EXIT
DEVICE‐2
PULL BAR
DOOR GLAZING
FULL LOUVER
SELF‐ATTACHED
VANDAL‐PROOF
WITH MITERED
AND WELDED

CORNERS
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION. -
---
DOOR WIDTH
EQ EQ
1' ‐ 0"
DOOR HEIGHT
10" EQ EQ EQ 10"
3' ‐ 0"
5' ‐ 0"
NOTE: PROVIDE ONE (1) FLOOR STOP FOR EACH DOOR LEAF @ FULL OPEN POSITION.

WALL SIGNAGE (UNISEX)
DOOR SIGNAGE (UNISEX)
CLOSER
DOOR FRAME
DOOR

HINGESSWEEP

DEADBOLT
INTERCONNECTED LEVER

LOCKSET
SMOKE GASKETS
SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A9.41
DETAILS ‐ DOORS, WINDOWS & OPENINGS
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
SCALE
1/4" = 1'‐0" 3
EXTERIOR EXIT PAIR DOOR
SWINGING LOUVERED PANEL2
SCALE
1/4" = 1'‐0" 4
INT SINGLE DOOR SWINGING
FLUSH PANEL WITH CLOSER 2
SCALE
1/4" = 1'‐0" 5
INT SINGLE DOOR SWINGING
FLUSH PANEL WITH CLOSER 1
SCALE
1/4" = 1'‐0" 6
INT SINGLE DOOR SWINGING
FLUSH PANEL WITH CLOSER 4
SCALE
1/4" = 1'‐0" 7
INT SINGLE DOOR SWINGING
FLUSH PANEL WITH CLOSER 1
SCALE
1/4" = 1'‐0" 8
INT SINGLE DOOR SWINGING
FLUSH PANEL WITH CLOSER 1
SCALE
1/4" = 1'‐0" 10
INTERIOR SINGLE DOOR SWINGING
FLUSH PANEL1
SCALE
1/4" = 1'‐0" 11
EXTERIOR EXIT PAIR DOOR
SWINGING FLUSH PANEL1
SCALE
1/4" = 1'‐0" 12
EXT SINGLE DOOR SWINGING
FLUSH PANEL WITH CLOSER1
SCALE
1/4" = 1'‐0" 14
INTERIOR EXIT SINGLE DOOR
SWINGING FLUSH PANEL1
SCALE
1/4" = 1'‐0" 15
EXTERIOR EXIT SINGLE DOOR
SWINGING FLUSH PANEL1
SCALE
1/4" = 1'‐0" 16EXTERIOR ROLL‐UP DOOR1
SCALE
1/4" = 1'‐0" 17
EXTERIOR EXIT PAIR DOOR
SWINGING GLAZED PANEL1
SCALE
1/4" = 1'‐0" 18
INTERIOR EXIT PAIR DOOR
SWINGING FLUSH PANEL1
SCALE
1/4" = 1'‐0" 19
INTERIOR EXIT PAIR DOOR
SWINGING GLAZED PANEL1
SCALE
1/4" = 1'‐0" 20
EXTERIOR EXIT PAIR DOOR
SWINGING LOUVERED PANEL3
SCALE
1/4" = 1'‐0" 2
INTERIOR DOOR @ UNISEX

RESTROOM
DET

AIL REM
OVE
D
1 DET

AIL REM
OVE
D
1 REF‐36
1' ‐ 7 1/4" 1' ‐ 7 1/4" 1' ‐ 1" 1' ‐ 4" 1' ‐ 4" 1' ‐ 8" 1' ‐ 8" 6' ‐ 3"
8' ‐ 0"
1' ‐ 2"1' ‐ 2"1' ‐ 2"
2' ‐ 10"1' ‐ 6"3' ‐ 8"
3' ‐ 6"
11" 11"
1 1/2"
6 1/2"
4"
3' ‐ 2 1/2" 1' ‐ 1" 2' ‐ 8" CLEAR 1' ‐ 8" 1' ‐ 8"
6 1/2" 6 1/2" 6 1/2" 9"
10 1/2"10 1/2"
4"1' ‐ 10"
2"
19 A9.81
9 A9.81
7 A9.81
17 A9.81
TOE AND BASE PORTION OF CABINET
REMOVED AND EXTENDED FINISH FLOOR
TO FINISHED WALL @ BACK OF CASEWORK.

PROVIDE 30" X 48" CLEAR APPROACH
FLOOR AREA.

PROVIDE KNEE SPACE CLEARANCE AS

DIMENSIONED
LEVER FAUCET
1/4" MELAMINE CABINET BACKS
PROVIDE INSULATED WRAP @ DRAIN
P‐TRAP AND WATER SUPPLY
TOE KICK
COUNTER TOP BACK SPLASH
CASEWORK LOWER CABINET DRAWERS
WITH PLYWOOD BOXES AND WITH 100 LBS
RATED SELF‐CLOSING DRAWER SLIDES.

CASEWORK UPPER CABINET
STAINLESS STEEL PULLS
WHITE MELAMINE ADJUSTABLE SHELVES
CASEWORK UPPER CABINETS DOORS
WITH ADJUSTABLE CONCEALED HINGES
CASEWORK UPPER CABINETS LIGHTING
1/4" MELAMINE CABINET BACKS
SINK 6" DEEP BOWL MAXIMUM
CASEWORK LOWER CABINETS DOORS WITH
ADJUSTABLE CONCEALED HINGES
STAINLESS STEEL PULLS
PROVIDE INSULATED WRAP @ DRAIN
P‐TRAP AND WATER SUPPLY
LEVER FAUCET
COUNTER TOP BACK SPLASH
CASEWORK UPPER CABINET
STAINLESS STEEL PULLS
WHITE MELAMINE ADJUSTABLE SHELVES
CASEWORK UPPER CABINETS DOORS
WITH ADJUSTABLE CONCEALED HINGES
SINK 6" DEEP BOWL MAXIMUM
(FRONT VIEW)
DISPENSER LAVATORY SOAP WALL
MOUNTED 40" HIGH MAX A.F.F.
(SIDE VIEW)
2'‐0". 2" 3'‐0".
1 1/2"
5 1/2" 27" CLEAR
30" WIDE CLEAR
4"
1' ‐ 1"
2'‐0".
2"
2' ‐ 10"3'‐0".
5 1/2"
1 1/2"
4"
1"
1' ‐ 11"
27" CLEAR
4" 3"
48" CLEAR APPROACH 2' ‐ 0"
8"
11"
9"
CASEWORK UPPER CABINET
STAINLESS STEEL PULLS
WHITE MELAMINE ADJUSTABLE SHELVES
CASEWORK UPPER CABINETS DOORS WITH
ADJUSTABLE CONCEALED HINGES
1/4" MELAMINE CABINET BACKS
REFRIGERATOR AND FREEZER
WITH ICE DISPENSER
PROVIDE "GUY GREY" RECESSED ICE
MAKER BOX OR EQUAL WITH 1/4"
DIAMETER TURN BRASS BALL VALVE.

INSTALL FIRE‐RATED AS REQUIRED PER
INSTALLED WALL TYPE.

PROVIDE 1/2" DIAMETER COLD
WATER. TIE‐IN TO NEAREST
DOMESTIC COLD WATER SUPPLY.

PROVIDE RECEPTACLE DUPLEX NEMA
5‐20R. 20A/125V DEDICATED CIRCUIT.
1' ‐ 1"
6'‐3".1'‐9".
2'‐6".
1'‐3".
1/4" MELAMINE CABINET BACKS
CASEWORK BASE CABINETS
WHITE MELAMINE ADJUSTABLE SHELVES
TOE KICK
CASEWORK BASE CABINET DOORS WITH
ADJUSTABLE CONCEALED HINGES
STAINLESS STEEL PULLS
3'‐10". 4'‐2".
3'‐10".
4" 3"
2' ‐ 0"
CASEWORK UPPER CABINET
STAINLESS STEEL PULLS
WHITE MELAMINE ADJUSTABLE SHELVES
CASEWORK UPPER CABINETS DOORS WITH
ADJUSTABLE CONCEALED HINGES
COUNTER TOP SIDE SPLASH @ SIDE WALLS
COUNTER TOP
1/4" MELAMINE CABINET BACKS
CASEWORK LOWER CABINETS
WHITE MELAMINE ADJUSTABLE SHELVES
TOE KICK
COUNTER TOP BACK SPLASH
CASEWORK LOWER CABINET DOORS
WITH ADJUSTABLE CONCEALED HINGES
CASEWORK UPPER CABINETS LIGHTING
1/4" MELAMINE CABINET BACKS
STAINLESS STEEL PULLS
1' ‐ 1"
2'‐0".
2"
2' ‐ 10"3'‐0".
4"4"
1 1/2"
2' ‐ 4 1/2"
1"
3"
2' ‐ 0"
COUNTER TOP
1/4" MELAMINE CABINET BACKS
CASEWORK BASE CABINET
TOE KICK
CASEWORK LOWER CABINET DRAWERS
WITH PLYWOOD BOXES AND WITH 100 LBS
RATED SELF‐CLOSING DRAWER SLIDES.

STAINLESS STEEL PULLS
1"
1 1/2"
6 1/2" 11" 11"
4" 3"
2' ‐ 10"
2' ‐ 0"
COUNTER TOP SIDE SPLASH @ SIDE WALLS
COUNTER TOP
1/4" MELAMINE CABINET BACKS
CASEWORK BASE CABINETS
TOE KICK
COUNTER TOP BACK SPLASH
CASEWORK LOWER CABINET DRAWERS
WITH PLYWOOD BOXES AND WITH 100 LBS
RATED SELF‐CLOSING DRAWER SLIDES.

STAINLESS STEEL PULLS
CASEWORK UPPER CABINET
STAINLESS STEEL PULLS
WHITE MELAMINE ADJUSTABLE SHELVES
CASEWORK UPPER CABINETS DOORS WITH
ADJUSTABLE CONCEALED HINGES
CASEWORK UPPER CABINETS LIGHTING
1/4" MELAMINE CABINET BACKS
1' ‐ 1"
2'‐0".
2"
3'‐0". 2' ‐ 10"
3"
2' ‐ 0"
4"11"11"6 1/2"
1 1/2"
4"
1"
COUNTER TOP
1/4" MELAMINE CABINET BACKS
CASEWORK BASE CABINET
WHITE MELAMINE ADJUSTABLE SHELVES
TOE KICK
CASEWORK LOWER CABINET DOORS
WITH ADJUSTABLE CONCEALED HINGES
STAINLESS STEEL PULLS
1"
1 1/2" 4" 3"
2' ‐ 4 1/2"
2' ‐ 10"
2' ‐ 0"
CASEWORK UPPER CABINET
STAINLESS STEEL PULLS
WHITE MELAMINE ADJUSTABLE SHELVES
CASEWORK UPPER CABINETS DOORS WITH
ADJUSTABLE CONCEALED HINGES
COUNTER TOP SIDE SPLASH @ SIDE WALLS
COUNTER TOP
1/4" MELAMINE CABINET BACKS
CASEWORK LOWER CABINETS
WHITE MELAMINE ADJUSTABLE SHELVES
TOE KICK
COUNTER TOP BACK SPLASH
CASEWORK LOWER CABINET DOORS
WITH ADJUSTABLE CONCEALED HINGES
CASEWORK LOWER CABINET DRAWERS WITH
PLYWOOD BOXES AND WITH 100 LBS RATED
SELF‐CLOSING DRAWER SLIDES
CASEWORK UPPER CABINETS LIGHTING
1/4" MELAMINE CABINET BACKS
STAINLESS STEEL PULLS
1' ‐ 1"
2"
3'‐6". 2' ‐ 10"1'‐6".
4"
6 1/2"
1 1/2"
4"
1"
1' ‐ 10"
3"
2' ‐ 0"
COUNTER TOP SIDE SPLASH @ SIDE WALLS
COUNTER TOP
1/4" MELAMINE CABINET BACKS
CASEWORK LOWER CABINETS
TOE KICK
COUNTER TOP BACK SPLASH
CASEWORK LOWER CABINET DRAWERS
WITH PLYWOOD BOXES AND WITH 100 LBS
RATED SELF‐CLOSING DRAWER SLIDES.

STAINLESS STEEL PULLS
1"
4"
9"6 1/2"6 1/2"6 1/2"
1 1/2"
4"
2' ‐ 10"
3"
2' ‐ 0"
COUNTER TOP SIDE SPLASH @ SIDE WALLS
COUNTER TOP
1/4" MELAMINE CABINET BACKS
CASEWORK LOWER CABINETS
TOE KICK
COUNTER TOP BACK SPLASH
CASEWORK LOWER CABINET DRAWERS
WITH PLYWOOD BOXES AND WITH 100 LBS
RATED SELF‐CLOSING DRAWER SLIDES.

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
A9.81
DETAILS ‐ INTERIOR ELEVATIONS
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
SCALE
3/4" = 1'‐0" 1INTERIOR ELEVATION ‐ BREAK ROOM1
SCALE
3/4" = 1'‐0" 9INTERIOR CASEWORK @ ACCESSIBLE SINK UPPER & LOWER CABINET WITH DOORS2SCALE 3/4" = 1'‐0" 17
INTERIOR CASEWORK @ UPPER
CABINET & REFRIGERATOR2
SCALE
3/4" = 1'‐0" 18
INTERIOR CASEWORK @ BASE
CABINET WITH DOORS1
SCALE
3/4" = 1'‐0" 19
INTERIOR CASEWORK @ UPPER &
BASE CABINET WITH 1‐DOOR2
SCALE
3/4" = 1'‐0" 20
INTERIOR CASEWORK @ BASE
CABINET WITH 3‐DRAWERS1
SCALE
3/4" = 1'‐0" 15
INTERIOR CASEWORK @ UPPER &
BASE CABINET WITH 3‐DRAWERS1
SCALE
3/4" = 1'‐0" 16
INTERIOR CASEWORK @ BASE
CABINET WITH 1‐DOOR1
SCALE
3/4" = 1'‐0" 11
INTERIOR CASEWORK @ UPPER &
LOWER CABINET WITH DOORS1
SCALE
3/4" = 1'‐0" 12
INTERIOR CASEWORK @ LOWER
CABINET WITH DRAWERS1
SCALE
3/4" = 1'‐0" 7
INTERIOR CASEWORK @ UPPER &
LOWER CABINET WITH DRAWERS2
SCALE
3/4" = 1'‐0" 8
INTERIOR CASEWORK @ LOWER
CABINET WITH DOORS1
2X6 DF#2 BACKING W/ (2) #8 X
1‐1/4" SCREWS THROUGH METAL
STUD @ EACH END (TYP)
1‐1/2" ∅ STAINLESS STEEL
GRAB BAR WITH FASTENERS
INTO SOLID BACKING
(4) #12 X 2" PHILLIPS PAN
HEAD SCREWS (TYP)
FINISH FLOOR
MOUNT 33" A.F.F.

WALL TILE. REFERENCE
FINISH SCHEDULE
BASE TILE. REFERENCE
FINISH SCHEDULE
FLOOR TILE. REFERENCE
FINISH SCHEDULE
BULL NOSE TILE
GYPSUM BOARD WALL
FINISH. REFERENCE FINISH

SCHEDULE
3" MIN
4" HIGH MINIMUM (U.N.O.)
48" HIGH MINIMUM (U.N.O.)
3/8" R
ADIUS

SECTION
ULINE 6 TIER LOCKER (3 WIDE)
FRONT

ELEVATION
0' ‐ 6"5' ‐ 0"
1' ‐ 0"
0' ‐ 6"
1' ‐ 0"
NOTES:

1. WHERE LOCKERS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE OF EACH TYPE, SHALL COMPLY WITH SECTION 11B‐811.

2. ONLY LOWER LOCKERS IN THE RANGE SHOWN ABOVE MAY BE DESIGNATED AS ACCESSIBLE UNITS.

OPENER
0' ‐ 11"0' ‐ 10"0' ‐ 10"0' ‐ 10"0' ‐ 10"0' ‐ 10"
PROVIDE PERMANENT
ACCESSIBLE DECAL TO
DESIGNATED ACCESSIBLE

LOCKER(S)

LOCKERS

ACCESSIBLE
MIN.
1' ‐ 3"
MAX.
4' ‐ 0"

AVAILABLE

ACCESSIBLE

LOCKERS
ACCESSORY LEGEND
GB‐18 GRAB BAR 18". ACCESSIBLE 1‐1/4" DIAMETER X 18" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

GB‐24 GRAB BAR 24". ACCESSIBLE 1‐1/4" DIAMETER X 24" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

GB‐30 GRAB BAR 30". ACCESSIBLE 1‐1/4" DIAMETER X 30" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

GB‐36 GRAB BAR 36". ACCESSIBLE 1‐1/4" DIAMETER X 36" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

GB‐42 GRAB BAR 42". ACCESSIBLE 1‐1/4" DIAMETER X 42" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

GB‐48 GRAB BAR 48". ACCESSIBLE 1‐1/4" DIAMETER X 48" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

GB‐54 GRAB BAR 54". ACCESSIBLE 1‐1/4" DIAMETER X 48" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

GB‐60 GRAB BAR 60". ACCESSIBLE 1‐1/4" DIAMETER X 60" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

GB‐66 GRAB BAR 66". ACCESSIBLE 1‐1/4" DIAMETER X 66" STAINLESS STEEL GRAB BAR. "BOBRICK," B‐5806.

LS DISPENSER LAVATORY SOAP (LS). ACCESSIBLE WALL MOUNTED SOAP DISPENSER. "BOBRICK," B‐2111. FINISH: STAINLESS STEEL.

MSM MIRROR ACCESSIBLE SURFACE MOUNTED (MSM). FRAME FINISH: STAINLESS STEEL. MOUNT BOTTOM 40" ABOVE FINISH FLOOR MAX.

PT DISPENSER PAPER TOWEL (PT) ACCESSIBLE SURFACED MOUNTED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE. "BOBRICK" B‐262. FINISH: STAINLESS STEEL.

TSC DISPENSER TOILET SEAT COVER (TSC) ACCESSIBLE SURFACE MOUNTED TOILET SEAT DISPENSER. "BOBRICK" CONTURA SERIES, B‐4221. FINISH: STAINLESS STEEL.

TT DISPENSER TOILET TISSUE (TT). ACCESSIBLE SURFACE MOUNTED MULTI‐ROLL TOILET TISSUE DISPENSER. "BOBRICK" B‐274. FINISH: STAINLESS STEEL.

LAVATORY AND FAUCET
DISPENSER LAVATORY SOAP
WALL MOUNTED
MIRROR 18" X 36"

ACCESSIBLE
4" HIGH BASE WITH 3/8"
RADIUS INTEGRAL COVE
INSULATE PLUMBING
BELOW LAVATORY
WALL TILE WAINSCOT 48"
HIGH MINIMUM
PAPER TOWEL DISPENSER
18"
48" MIN
40"36"
34"
EQ EQ
30" CLEAR
25" MAX 48" CLEAR
9"
8"
11"
34"
29"
27"
2 A9.82
WATER CLOSET WITH HAND
OPERATED FLUSH CONTROLS
DISPENSER TOILET SEAT
DISPENSER TOILET TISSUE
ACCESSIBLE 1‐1/4" DIAMETER X
36" STAINLESS STEEL GRAB BAR.

ACCESSIBLE 1‐1/4" DIAMETER X
42" STAINLESS STEEL GRAB BAR.

WALL TILE WAINSCOT 48"
HIGH MINIMUM
4" HIGH TILE BASE WITH 3/8" RADIUS
INTEGRAL COVE
33"‐36" TOP OF GRIPPING SURFACE
48" MIN
17"‐18"
60" CLEAR
17"‐19"
24" 12"
1 1/2"
48" MIN
4'‐11" NO DOOR SWING AREA 3'‐0" SWING AREA
4' ‐ 0" CLEAR
7"‐9"
19"
3' ‐ 4" MAX
12" MAX
42" MINIMUM
54" MINIMUM
33"‐36" TOP OF GRIPPING SURFACE
2 A9.82
1 A9.82
1 A9.82
2 A9.82
A
A
LAV
GB-36
MSM
LS
PT
TSC
TT
60"X60"

CLEARANCE
60"X60"

PULL SIDE
30"X48"

CLEARANCE
MSM
SUPPLY

CABINET
LAV
WC
GB-48
PT
LS
60"X60"

CLEARANCE
30"X48"

CLEARANCE
ø 5' ‐ 0"
ø 5' ‐ 0"
(E) UNISEX RESTROOM
1' ‐ 6"1' ‐ 6"
TRASH
SUPPLY

CABINET
TRASH
(E) UNISEX RESTROOM
60"X60"

PULL SIDE
GB-36TSC
TT
WC
GB-48
SHEET:

SHEET: OF SHEETS
TITLE:

THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.

ARCHITECT'S APPROVAL
I NTEC
O
NO. C23563
REN. 7/23
E
S
TAT
F
AC
F
LI
RO
NES S
LIE E
C
AN
D
ARC RF
P.

S
E
I AT
ITH
A
ISSUES:

Project Issue Date:

Project Status:

Sheet Issue Date:

Revision Number:

Revision Date:

CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HIGHWAY, STE. 201
LONG BEACH, CA 90803
(562) 370‐3780
[email protected]
1 07‐25‐2023
A9.82
DETAILS ‐ INTERIOR ELEVATIONS
04‐13‐2023
PLANNING COMMENTS
04‐13‐2023
2022120901
A NEW PROJECT FOR:

RD x CATALYST BALDWIN PARK LLC
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559‐003‐018
SCALE
1/2" = 1'‐0" 1GRAB BAR WALL MOUNT
SCALE
1/2" = 1'‐0" 2
INTEGRAL COVE BASE @ FLR TILE &
WALL TILE
SCALE
1/2" = 1'‐0" 3ACCESSIBLE LOCKERSSCALE
1/2" = 1'‐0" 7ACCESSIBLE COUNTER LAVATORY
SCALE
1/2" = 1'‐0" 8ACCESSIBLE WATER CLOSET
SCALE
1/2" = 1'‐0" 13ENLARGED RESTROOM PLAN
1 CONDENSATE PIPE SIZE TABLE
PER 2016 CMC TABLE 310.3

EQUIPMENT CAPACITY IN TONS OF REFRIGERATION MINIMUM CONDENSATE PIPE DIAMETER (INCHES) UP TO 20 1/4
21-40 1
41-90 1-1/4
91-125 1-1/2
126 -- 250 2

THE SIZE OF CONDENSATE WASTE PIPES IS FOR ONE UNIT OR A COMBINATION OF UNITS, OR AS RECOMMENDED BY THE MANUFACTURER. THE CAPACITY OF WASTE PIPES ASSUMES A 1/8 INCH PER FOOT OR ONE PERCENT SLOPE, WITH THE PIPE RUNNING THREE-QUARTERS FULL AT THE FOLLOWING CONDITIONS:

OUTSIDE AIR -- 20%: DB 90°F, WB 73°F ROOM AIR -- 80%: DB 72°F, WB 62.5°F

CONDENSATE DRAIN SIZING FOR OTHER SLOPES OR OTHER CONDITIONS SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION.

DUCT & FITTING GAUGE SIZES
SINGLE WALL ROUND SPIRAL DUCT, GALVANIZED STEEL (ASTM A 653).

DUCT DIAMETER DUCT GAUGE (MIN) FITTING GAUGE (MIN)
6" 26 26
8" 26 26
10" 26 26
12" 26 26
12" 26 26
14" 26 26
18" 26 24
24" 26 22
26" 24 22
36" 24 22

MECHANICAL PLAN SYMBOLS
MECHANICAL EQUIPMENT SYMBOL - AIR CONDITIONER.

MECHANICAL EQUIPMENT SYMBOL - AIR HANDLER.

MECHANICAL EQUIPMENT SYMBOL - EVAPORATIVE COOLER.

MECHANICAL EQUIPMENT SYMBOL - EXHAUST FAN.

MECHANICAL EQUIPMENT SYMBOL - FORCED AIR UNIT.

MECHANICAL EQUIPMENT SYMBOL - HEAT PUMP.

MECHANICAL EQUIPMENT SYMBOL - MAKE-UP AIR UNIT.

MECHANICAL EQUIPMENT.

MECHANICAL EQUIPMENT CONDENSATE CONNECTION.

MECHANICAL EXHAUST GRILLE.

MECHANICAL RETURN GRILLE.

MECHANICAL SUPPLY DIFFUSER.

MECHANICAL EXHAUST GRILLE - REMOVE.

MECHANICAL RETURN GRILLE - REMOVE.

MECHANICAL SUPPLY DIFFUSER - REMOVE.

MECHANICAL DUCT TAG

THERMOSTAT
MECHANICAL DUCT SMOKE DETECTOR. SYSTEM SENSOR MODEL NO. D4120.

UL 268A COMPLIENT. COMPLETE WITH 20-29 VDC 24/120 VAC OPERATION,

LOW PROFILE, ACCOMMODATES ION OR PHOTO HEADS, TWO FORM
AUXILIARY CONTACTS, AIR VELOCITY RATING FROM 100 TO 4000 FPM.

MOUNT SMOKE DETECTOR IN SUPPLY AIR PLENUM INSIDE COOLING UNIT SUCH THAT IT IS EASILY ACCESSIBLE. FACTORY MOUNTED AND WIRED

SMOKE DETECTORS IN THE SUPPLY AIR STREAM ARE ACCEPTABLE AND PREFERRED. DUCT SMOKE DETECTORS SHALL BE MONITORED BY FIRE ALARM CONTROL PANEL IF AVAILABLE. NOTES: 1. SMOKE DETECTOR SHALL BE FURNISHED, INSTALLED AND WIRED BY MECHANICAL CONTRACTOR.

WIRE THERMOSTAT POWER THROUGH NORMALLY CLOSED DRY CONTACTS,

UPON ALARM, CONTACTS SHALL OPEN AND GLOBALLY SHUT DOWN ANY AIR HANDLING UNIT EITHER SINGLE OR COMBINED THAT EXCEED 2,000 CFM AND SERVE A COMMON COMMUNICATING AREAS. 2. POWER SMOKE
DETECTOR FROM LOW VOLTAGE TRANSFORMER. 3. FOR EVAPORATIVE

COOLERS ONLY, PHOTOELECTRONIC TYPE TO BE USED AND DETECTOR

SAMPLING TUBE IN AIRSTREAM TO BE INCLINED DOWN AWAY FROM DETECTOR.

MANUAL AIR BALANCE DAMPER.

AC
1 AH
1 EC
1 EX
1 FAU
1 HP
1 MAU
1 CFM
DIA
CFM
DIA
CFM
DIA
CFM
DIA
CFM
DIA
CFM
DIA
DIA
T
SD

MECHANICAL PLAN SYMBOLS

SUPPLY AIR DUCT
SUPPLY AIR DUCT.

SUPPLY AIR DUCT 4" DIAMETER.

SUPPLY AIR DUCT 6" DIAMETER.

SUPPLY AIR DUCT 8" DIAMETER.

SUPPLY AIR DUCT 10" DIAMETER.

SUPPLY AIR DUCT 12" DIAMETER.

SUPPLY AIR DUCT 14" DIAMETER.

SUPPLY AIR DUCT 16" DIAMETER.

SUPPLY AIR DUCT 18" DIAMETER.

SUPPLY AIR DUCT 20" DIAMETER.

SUPPLY AIR DUCT 22" DIAMETER.

SUPPLY AIR DUCT 24" DIAMETER.

SUPPLY AIR DUCT 30" DIAMETER.

SUPPLY AIR DUCT 36" DIAMETER.

RETURN AIR SYMBOLS
RETURN AIR DUCT.

RETURN AIR DUCT 4" DIAMETER.

RETURN AIR DUCT 6" DIAMETER.

RETURN AIR DUCT 8" DIAMETER.

RETURN AIR DUCT 10" DIAMETER.

RETURN AIR DUCT 12" DIAMETER.

RETURN AIR DUCT 14" DIAMETER.

RETURN AIR DUCT 16" DIAMETER.

RETURN AIR DUCT 18" DIAMETER.

RETURN AIR DUCT 20" DIAMETER.

RETURN AIR DUCT 22" DIAMETER.

RETURN AIR DUCT 24" DIAMETER.

RETURN AIR DUCT 30" DIAMETER.

RETURN AIR DUCT 36" DIAMETER.

EXHAUST AIR SYMBOLS
EXHAUST DUCT.

EXHAUST DUCT 4" DIAMETER.

EXHAUST DUCT 6" DIAMETER.

EXHAUST DUCT 8" DIAMETER.

EXHAUST DUCT 10" DIAMETER.

EXHAUST DUCT 12" DIAMETER.

EXHAUST DUCT 14" DIAMETER.

EXHAUST DUCT 16" DIAMETER.

EXHAUST DUCT 18" DIAMETER.

EXHAUST DUCT 20" DIAMETER.

EXHAUST DUCT 22" DIAMETER.

EXHAUST DUCT 24" DIAMETER.

EXHAUST DUCT 30" DIAMETER.

EXHAUST DUCT 36" DIAMETER.

CONDENSATE SYMBOLS
CONDENSATE LINE.

CONDENSATE LINE 1/2" DIAMETER.

CONDENSATE LINE 3/4" DIAMETER.

CONDENSATE LINE 1" DIAMETER.

CONDENSATE LINE 1-1/2" DIAMETER.

CONDENSATE LINE 2" DIAMETER.

SA
4'' SA
6'' SA
8'' SA
10'' SA
12'' SA
14'' SA
16'' SA
18'' SA
20'' SA
22'' SA
24'' SA
30'' SA
36'' SA
RA
4'' RA
6'' RA
8'' RA
10'' RA
12'' RA
14'' RA
16'' RA
18'' RA
20'' RA
22'' RA
24'' RA
30'' RA
36'' RA
EX
4'' EX
6'' EX
8'' EX
10'' EX
12'' EX
14'' EX
16'' EX
18'' EX
20'' EX
22'' EX
24'' EX
30'' EX
36'' EX
CL
1/2 CL
3/4 CL
1 CL
1-1/2 CL
2 CL
2022 CALIFORNIA ENERGY CODE
TABLE 120.1 (EXCERPT)
MINIMUM VENTILATION RATES IN BREATHING ZONE [ASHRAE 62.1: TABLE 120.1-A

TYPE OF USE CFM PER SQUARE FOOT OF CONDITIONED

FLOOR AREA
AUTO REPAIR WORKSHOPS 1.5
BARBER SHOPS 0.4
BARS, COCKTAIL LOUNGES, AND CASINOS 0.2
BEAUTY SHOPS 0.4
COIN-OPERATED DRY CLEANING 0.3
COMMERCIAL DRY CLEANING 0.45

HIGH RISE RESIDENTIAL VENTILATION RATES SPECIFIED BY THE CBC HOTEL GUEST ROOMS (LESS THAN 500SF) 30 CFM/GUEST ROOM
HOTEL GUEST ROOMS (500SF OR GREATER) 0.15
RETAIL STORES 0.20
ALL OTHERS 0.15

MECHANICAL NOTES

THE MECHANICAL CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY EXAMINE ALL EXISTING CONDITIONS WHICH MAY AFFECT MECHANICAL WORK PRIOR TO SUBMITTING BID. THE MECHANICAL

CONTRACTOR SHALL VERIFY ALL MECHANICAL WORK SHOWN EXISTING AND SHALL INCLUDE ALL NECESSARY

LABOR AND MATERIALS IN HIS PROPOSAL TO CONNECT SERVICES AND TO PROVIDE FULLY OPERATIONAL SYSTEMS ANY DISCREPANCIES NOTED SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BID.

THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES. PROVIDE ALL TRENCHING, CONDUITS, CONDUCTORS, METER FACILITIES AND OTHER OUTLETS REQUIRED BY THE UTILITY COMPANY. THE OWNER SHALL PAY ALL REQUIRED UTILITY FEES. TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. PRIOR TO INSTALLATION, TRENCHING, ETC., FOR UNDERGROUND SYSTEM, ALL WORK SHALL BE STAKED OUT FOR APPROVAL BY THE OWNER. NO SITE WORK SHALL BEGIN PRIOR TO STAKE-OUT APPROVAL BY OWNER.

MECHANICAL CONTRACTOR SHALL VERIFY MECHANICAL UNIT LOCATIONS. SPECIFICATIONS FOR MINIMUM

WORKING SPACE PER MANUFACTURER RECOMMENDATIONS AND/OR BUILDING CODE REQUIREMENTS SHALL BE VERIFIED BEFORE COMMENCING WORK.

THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXITING UTILITIES AND FOR THE PROTECTION AND REPAIR OF DAMAGE TO THEM. CONTACT UNDERGROUND SERVICE ALERT 1-800-642-2444 48 HOURS BEFORE WORK IS TO BEGIN.

THE MECHANICAL CONTRACTOR SHALL COMPLY WITH ALL PERMIT AND LICENSING REQUIREMENTS ENFORCED

BY THE LOCAL BUILDING OFFICIAL UTILITY DISTRICT AND SHALL COORDINATE, MANAGE AND ATTEND ALL REQUIRED INSPECTIONS FOR WORK PERFORMED.

DO NOT SCALE MECHANICAL DRAWINGS FOR FIXTURES, DEVICES OR EQUIPMENT LOCATIONS. USE OBJECT DIMENSIONS IF GIVEN AND COORDINATE WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.

ALL DUCTWORK TO BE INSTALLED IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS. DUCT SIZES SHOWN ARE OUTSIDE DIMENSIONS. ALL EXPOSED DUCTWORK AND FITTINGS SHALL BE SPIRAL OR RECTANGULAR TYPE AS MANUFACTURED BY UNITED SHEET METAL, MINA CORPORATION OR EQUAL.

ALL BRANCHES TO INDIVIDUAL DIFFUSERS OR REGISTERS SHALL BE SUPPLIED WITH MANUAL VOLUME DAMPERS WITH LOCKING QUADRANTS.

PROVIDE THERMAL INSULATION AS REQUIRED FOR DUCT SYSTEMS PER TITLE 24, CALIFORNIA STATE ENERGY CONSERVATION STANDARDS, AND PER SECTION 604 OF THE CMC. INSULATION OF DUCTS TO BE MINIMUM INSTALLED R-VALUE OF 6. EXHAUST DUCTWORK NEED NOT BE INSULATED.

SUPPLY AIR DUCTWORK SHALL BE WRAPPED GALVANIZED SHEET METAL, LINED GALVANIZED SHEET METAL, OR GLASS FLEX DUCTWORK.

EXHAUST AIR DUCTWORK SHALL BE UN-INSULATED GALVANIZED SHEET METAL, ALUMAFLEX, OR GLASS FLEX UNLESS OTHERWISE NOTED.

DUCTWORK, PIPING AND EQUIPMENT WILL BE BRACED PER CBC REQUIREMENTS FOR MECHANICAL AND PLUMBING SYSTEMS.

COORDINATE DUCTWORK AND DUCT HANGERS WITH FIRE SPRINKLER PIPING AND ELECTRICAL CONDUIT.

SEAL DUCTWORK IN VAV SYSTEMS UPSTREAM OF VAV BOXES PER SMACNA SEAL CLASS "B". SEAL DUCTWORK

DOWNSTREAM OF VAV BOXES, EXHAUST DUCTWORK AND CONSTANT VOLUME DUCTWORK PER SMACNA SEAL CLASS "C".

ALL ARCHITECTURAL DIFFUSERS, GRILLES AND REGISTERS SHALL BE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. HVAC LOUVERS SHALL BE MANUFACTURED WITH 50% OR MORE FREE AREA. COORDINATE WITH ARCHITECTURAL CEILING PLANS.

DIFFUSERS ARE SHOWN IN THE CORRECT LOCATION BUT MAY NOT BE CENTERED OR LINED UP BETWEEN LIGHTS DUE TO REFLECTED CEILING PLAN CHANGE. CHECK ARCHITECTURAL CEILING PLAN TO VERIFY LOCATIONS.

CONTACT MECHANICAL ENGINEER IF MAJOR DISCREPANCIES OCCUR.

PROVIDE A MINIMUM OF TEN FEET BETWEEN UNIT OUTSIDE AIR AND ANY PLUMBING VENTS OR EXHAUST FAN OUTLETS. OFFSET VENTS AND EXHAUST OUTLETS TO OBTAIN MINIMUM CLEARANCES.

IF ANY EQUIPMENT SUBMITTED FOR APPROVAL HAS A DIFFERENT PHYSICAL SIZE OR ARRANGEMENT FROM THAT

SHOWN ON DRAWINGS, A FULL SET OF SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT TO SHOW ALL INSTALLATION DETAILS.

ROOM THERMOSTATS ARE TO PROVIDE FOR A 10°F DIFFERENCE BETWEEN THE HEATING AND COOLING SET POINTS FOR AUTOMATIC OPERATION AND TO PROVIDE CAPABILITY TO PREVENT COOLING BELOW 78°F AND HEATING ABOVE 68°F. MOUNT SENSORS AT 4'-6" ABOVE FINISHED FLOOR AND PROVIDE LOCKING COVERS WHEN IN COMMERCIAL PUBLIC AREAS.

EQUIPMENT ACCESS SHALL CONFORM TO CMC, SECTION 305 AND CLEARANCES FROM COMBUSTIBLES SHALL BE AS INDICATED PER THE LATEST ADOPTED CBC AND THE CMC.

OUTSIDE AIR INTAKES AND EXHAUST OPENINGS SHALL BE COVERED WITH CORROSIVE-RESISTANT SCREENS HAVING NOT LESS THAN 1/4 OF AN INCH OPENINGS AND NOT MORE THAN 1/2 OF AN INCH OPENINGS PER CMC 402.4
FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING

WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MERV OF 8. MERV 8 FILTERS SHALL BE INSTALLED AFTER ANY FLUSHED-OUT OR TESTING AND PRIOR TO

OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. CGC §5.504.5.3 PROVIDE THERMAL INSULATION AS REQUIRED FOR DUCT SYSTEMS PER TITLE 24, CALIFORNIA STATE ENERGY CONSERVATION STANDARDS, AND PER SECTION 604 OF THE CMC. INSULATION OF DUCTS TO BE MINIMUM INSTALLED R-VALUE OF 6. EXHAUST DUCTWORK NEED NOT BE INSULATED.

ALL HVAC UNITS SYSTEMS WITH 2,000 CFM OR MORE OR SERVING A COMMON AIR SPACE MUST BE

INTERCONNECTED TO SHUT DOWN IMMEDIATELY UPON ALARM CONDITION FROM DUCT DETECTORS (OR FIRE

ALARM SYSTEM WHEN USING AREA SMOKE DETECTORS IN LIEU OF DUCT DETECTORS) WITHOUT INTERFERENCE FROM EMS OR ANY OTHER SYSTEMS. ALL CONTROL RELAYS USED FOR SHUT DOWN MUST BE CALIFORNIA STATE FIRE MARSHAL LISTED FOR RELEASING SERVICE.

NO HAZARDOUS MATERIALS SHALL BE ON SITE.

HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE HEATERS SHALL HAVE CONTROLS PER CEC SECTION 110.2 (B):

1. THAT PREVENT SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONE.

2. IN WHICH THE CUT-ON TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE CUT-ON

TEMPERATURE FOR SUPPLEMENTARY HEATING, AND THE CUT-OFF TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY HEATING.

EXCEPTION 1 TO SECTION 110.2(B): THE CONTROLS MAY ALLOW SUPPLEMENTARY HEATER OPERATION DURING:

A. DEFROST
B. TRANSIENT PERIODS SUCH AS START-UPS AND FOLLOWING ROOM THERMOSTAT SETPOINT ADVANCE, IF THE

CONTROLS PROVIDE PREFERENTIAL RATE CONTROL, INTELLIGENT RECOVERY, STAGING, RAMPING OR ANOTHER CONTROL MECHANISM DESIGNED TO PRECLUDE THE UNNECESSARY OPERATION OF SUPPLEMENTARY HEATING. 2022 CMC TABLE 402.1 (EXCERPT)
MINIMUM VENTILATION RATES IN BREATHING ZONE [ASHRAE 62.1: TABLE 6-1 OCCUPANCY CATEGORY:

PEOPLE OUTDOOR
AIR RATE Rp
(CFM/PERSON)

AREA OUTDOOR
AIR RATE Ra
(CFM/SF)

DEFAULT

OCCUPANT

DENSITY (PEOPLE/
1000 SF)
CLASS ROOMS (AGES 5-8) 10.0 0.12 25.0
CLASS ROOMS (AGES 9 PLUS) 10.0 0.12 35.0
COMPUTER LAB 10.0 0.12 25.0
BARS, COCKTAIL LOUNGES 7.5 0.18 100.0
CAFETERIA/FAST FOOD DINING 7.5 0.18 100.0
KITCHEN (COOKING) 7.5 0.12 20.0
RESTAURANT DINING ROOMS 7.5 0.06 70.0
OFFICE BREAKROOMS 5.0 0.06 25.0
CONFERENCE/MEETING 5.0 0.06 50.0
CORRIDORS -- 0.06 --
OFFICE SPACE 5.0 0.06 5.0
RECEPTION AREAS 5.0 0.06 30.0
WAREHOUSES 10.0 0.06 --
PLACES OF RELIGIOUS WORSHIP 5.0 0.06 120.0
DWELLING UNITS 5.0 0.06 1/ BRM + 1
SALES AREAS 7.5 0.12 15.0
BARBER SHOPS 7.5 0.06 25.0
BEAUTY AND NAIL SALONS 20.0 0.12 25.0
SUPERMARKET 7.5 0.06 8.0

DUCT & FITTING GAUGE SIZES
SINGLE WALL ROUND SPIRAL DUCT, GALVANIZED STEEL (ASTM A 653).

DUCT DIAMETER DUCT GAUGE (MIN) FITTING GAUGE (MIN)
6" 26 26
8" 26 26
10" 26 26
12" 26 26
12" 26 26
14" 26 26
18" 26 24
24" 26 22
26" 24 22
36" 24 22

RECTANGULAR DUCT SIZE TABLE

DUCT AREA
4" CFM 6" CFM 8" CFM 10" CFM 12" CFM
6X4 60 4X6 60 4X8 90 4X10 120 4X12 150
8X4 90 6X6 110 6X8 160 6X10 215 6X12 270
10X4 120 8X6 160 8X8 230 8X10 310 8X12 400
12X4 150 10X6 215 10X8 310 10X10 430 10X12 550
14X4 180 12X6 270 12X8 400 12X10 550 12X12 680
16X4 210 14X6 320 14X8 490 14X10 670 14X12 800
18X4 240 16X6 375 16X8 580 16X10 800 16X12 950
20X4 270 18X6 430 18X8 670 18X10 930 18X12 1100
22X4 300 20X6 490 20X8 750 20X10 1060 20X12 1250
24X4 330 22X6 540 22X8 840 22X10 1200 22X12 1400
24X6 600 24X8 930 24X10 1320 24X12 1600
26X6 650 26X8 1020 26X10 1430 26X12 1750
28X6 710 28X8 1100 28X10 1550 28X12 1950
30X6 775 30X8 1200 30X10 1670 30X12 2150
32X8 1300 32X10 1800 32X12 2300
34X8 1400 34X10 1930 34X12 2450
36X8 1500 36X10 2060 36X12 2600
38X10 2200 38X12 2750
2-1/2" CFM 3-1/2" CFM 40X10 2350 40X12 2900
2-1/2X10 40 42X12 3050
2-1/2X14 70 3-1/2X14 100 44X12 3200
2-1/2X30 150 3-1/2X30 220 46X12 3350
48X12 3500

DUCT SIZE TABLE
DUCT SIZE DUCT AREA 800 FPM 1,200 FPM 1,600 FPM
6" DIA 28 S.I. 157 CFM 236 CFM 314 CFM
8" DIA 50 S.I. 279 CFM 419 CFM 558 CFM
10" DIA 79 S.I. 436 CFM 654 CFM 872 CFM
12" DIA 113 S.I. 628 CFM 942 CFM 1256 CFM
14" DIA 154 S.I. 855 CFM 1283 CFM 1710 CFM
16" DIA 201 S.I. 1117 CFM 1676 CFM 2234 CFM
18" DIA 254 S.I. 1414 CFM 2121 CFM 2827 CFM
20" DIA 314 S.I. 1745 CFM 2618 CFM 3490 CFM
22" DIA 380 S.I. 2112 CFM 3168 CFM 4223 CFM
24" DIA 452 S.I. 2513 CFM 3770 CFM 5026 CFM
26" DIA 531 S.I. 2950 CFM 4424 CFM 5899 CFM
28" DIA 616 S.I. 3421 CFM 5131 CFM 6841 CFM
30" DIA 707 S.I. 3927 CFM 5890 CFM 7853 CFM
32" DIA 804 S.I. 4468 CFM 6702 CFM 8936 CFM
34" DIA 908 S.I. 5044 CFM 7566 CFM 10088 CFM
36" DIA 1,018 S.I. 5655 CFM 8482 CFM 11309 CFM
38" DIA 1,134 S.I. 6301 CFM 9451 CFM 12601 CFM
40" DIA 1,257 S.I. 6981 CFM 10472 CFM 13962 CFM
42" DIA 1,385 S.I. 7697 CFM 11545 CFM 15393 CFM
44" DIA 1,521 S.I. 8447 CFM 12671 CFM 16894 CFM
46" DIA 1,662 S.I. 9233 CFM 13849 CFM 18465 CFM
48" DIA 1,810 S.I. 10053 CFM 15080 CFM 20106 CFM
50" DIA 1,963 S.I. 10908 CFM 16362 CFM 21816 CFM
52" DIA 2,124 S.I. 11798 CFM 17698 CFM 23596 CFM
54" DIA 2,290 S.I. 12723 CFM 19085 CFM 25446 CFM
56" DIA 2,463 S.I. 13683 CFM 20525 CFM 27366 CFM
58" DIA 2,642 S.I. 14678 CFM 22017 CFM 29356 CFM
60" DIA 2,827 S.I. 15708 CFM 23562 CFM 31415 CFM
62" DIA 3,019 S.I. 16773 CFM 25159 CFM 33545 CFM
64" DIA 3,217 S.I. 17872 CFM 26808 CFM 35744 CFM
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/17/2023
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ARCHITECT'S APPROVAL:

These drawings are instruments of
service and are the property of
Sean Freitas, Architect. All design
information contained in these
drawings are for use only on this
specified project and shall not be
used otherwise without the
expressed written permission by
Sean Freitas, Architect.

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
M1.11

MECHANICAL COVER SHEET
(E) ADJACENT TENANT SPACE
(NOT IN SCOPE)

FUTURE MANUFACTURING

TENANT SPACE
(UNDER SEPARATE PERMIT

NOT IN SCOPE)
425 CFM
12" DIA
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
T
265 CFM10" DIA
(E)
(E)
(E) (E)
3/4 CL
3/4 CL 3/4 CL 3/4 CL
3/4 CL 3/4 CL 3/4 CL 3/4 CL
3/4 CL
T
ZONE:1
AREA: 1,341 SF
(1) 4 TON PACKAGE UNIT
ZONE:1
AREA: 1,589 SF
(1) 4 TON PACKAGE UNIT
3/4 CL 3/4 CL 3/4 CL 3/4 CL
AC
1 (E)
(E)
(E)
(E)
(E)
(E)
1600 CFM30"x20"
10"Ø
16"Ø 18"Ø
AC
2 AC
1 (E)
500 CFM
8" DIA
475 CFM
12"X12"
EF
1 425 CFM
12" DIA
335 CFM
10" DIA
150 CFM
8" DIA
16"Ø
18"Ø
14"Ø 12"Ø 12"Ø
10"Ø8"Ø
10"Ø
10"Ø
16"Ø
16"Ø 16"Ø 12"Ø 10"Ø
335 CFM
10" DIA
150 CFM8" DIA
265 CFM10" DIA
450 CFM
12" DIA
450 CFM12" DIA
320 CFM
12"x6"
320 CFM
12"x6"
320 CFM
12"x6"
320 CFM12"x6" 320 CFM12"x6"
18"Ø
12"Ø 14"Ø 12"Ø 10"Ø
16"Ø
SCALE:
1MECHANICAL FLOOR PLAN
0 8'
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/17/2023
--
1PC-01 07/07/2023
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NO. C23563
REN. 7/23
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RFP .

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ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
M3.11

MECHANICAL FLOOR PLAN

KEYNOTES
1 PLENUMS TO ROOF MOUNTED MECHANICAL UNITS ABOVE.
2 ROOF MOUNTED MECHANICAL UNIT - REFERENCE SHEET M6.11. 3 EXISTING ROOF MOUNTED MECHANICAL UNIT TO REMAIN.
4 EXISTING CEILING EXHAUST FAN TO REMAIN.
5 ABOVE LID SUPPLY DUCT. TYP.
6 BELOW LID SUPPLY DUCT. TYP.
7 ABOVE LID RETURN DUCT. TYP.
8 (RESERVED).
9 SUPPLY GRILLE. TYP.
10 EXISTING SUPPLY GRILLE TO REMAIN. CONTRACTOR TO REBALANCE AND RELOCATE AS NEEDED. 11 RETURN GRILLE. TYP.
12 EXISTING RETURN GRILLE TO REMAIN. CONTRACTOR TO REBALANCE AND RELOCATE AS NEEDED. 13 THERMOSTAT.
14 3/4" CONDENSATE LINE TO HAND SINK TAILPIECE.
15 ELECTRICAL ROOM CEILING EXHAUST FAN - REFERENCE SHEET M6.11. EXHAUST FAN TO BE TIED TO TEMPERATURE SENSOR.
16 ROOF MOUNTED MAKEUP AIR LOUVER - REFERENCE SHEET M6.11. LOUVER TO BE TIED TO ELECTRICAL ROOM CEILING EXHAUST FAN.
9 5
7 2
1 2
6 11
3 12
10 14
4 13
15 16

MECHANICAL NOTES
1 COOLING CAPACITIES ARE LISTED AT NOMINAL CFM (400 CFM/TON) AT ARI CONDITIONS - 95'F AMBIENT, 80'F DB / 67F WB. REFERENCE FLOORPLANS FOR ACTUAL DESIGN CFM AND BALANCE ACCORDINGLY. 2 PROVIDE ALL UNITS WITH THE FOLLOWING MANUFACTURER'S OPTIONS / ACCESSORIES: COIL GUARDS, HINGED, ACCESS PANELS, 2 FILTERS (MERV 8 PLEATED FILTERS), FOIL FACED INSULATION, 0-100% DRY BULB ECONOMIZER.
3 LISTED OPERATING WEIGHT INCLUDES UNIT WEIGHT, CURB WEIGHT, AND ALL ACCESSORIES. 4 DUCT SMOKE DETECTOR REQUIRED IN TIHE SUPPLY AIR DUCT OF EACH UNIT. DUCT SMOKE DETECTOR TO BE WIRED TO SHUT-DOWN UNIT UPON DETECTION OF SMOKE.
5 VARI-GREEN MOTOR TO BE EQUIPPED WITH POTENTIOMETER DIAL MOUNTED ON MOTOR. 6 PROVIDE EXHAUST FANS WITH SPEED CONTROLLER, BACKDRAFT DAMPER, INTERCONNECTING DUCT, INHERENT THERMAL MOTOR PROTECTION AND ROOF CAP.

CEILING EXHAUST FAN SCHEDULE
SYMBOL
MANF &
MODEL
NUMBER
QTY. TOTAL
CFM

MOTOR FAN
RPM

UNIT ELECTRICAL DATA SYSTEM
POWER
(VA)

MAXIMUM

UNIT WEIGHT
(LBS.)
HP bHP ESP VOLTS PHASE HZ MCA MOCP
GREENHECK: MODEL
SP-A510-QD 1 500 52W 0.19 0.125 1070 120V 1Ø 60 3.3 20A 317VA 31 LBS1 EF
ZONE-1: COOLING CALCULATIONS

ADMIN SPACES

ROOMS LOAD UNITS BTU/UNIT BTU UNIT SIZE
(TONS) CFM NOTES
SECURE STORAGE ROOM LOAD (PER FT3) 16092 2.16 34759
(1) 4 (1) 1600
AC-1
ORDER PROCESSING LIGHTS 10 100 1000
ELECT. PEOPLE 8 350 2800

PRODUCT INTAKE EQUIPMENT LOAD
HALL
TOTAL: 3.21 TONS 4 TONS 1,600

GRILLE SCHEDULE

TAG MANUFACTURER MODEL MOUNTING

LOCATION
SHEET
REF. SYSTEM FRAME
THROW

DIRECTION
TYPE

REMARKS
CD-1 LIMA 1400 CEILING M3.11 SUPPLY CEILING

MOUNT MULTI INCLUDE DAMPER, SEE PLANS FOR NECK AND MODULE SIZE CR-1 LIMA ALEC5 CEILING M3.11 RETURN CEILING

MOUNT - SEE PLANS FOR NECK AND MODULE SIZE

MECHANICAL UNIT SCHEDULE

SYMBOL MANUFACTURER &

MODEL NUMBER QTY NOMINAL

TONNAGE

SUPPLY AIR BLOWER COOLING CAPACITY
(MBH @ ARI CONDITIONS)

HEATING CAPACITY
(MBH @ ARI CONDITIONS) MINIMUM

EFFICIENCY HSPF UNIT ELECTRICAL DATA SYSTEM
POWER
(VA)

MAXIMUM UNIT WEIGHT
(INCLUDES ADAPTOR CURB)
(LBS.)

ADAPTOR CURB NOTES NOTES

CFM BHP ESP TOTAL SENSIBLE TOTAL SENSIBLE VOLTS PHASE HZ MCA MOCP CARRIER:
50TCQA05 2 4.0 1,600 -- -- 48.0 47.0 35.6 -- SEER = 13.4 8.2 460V 3Ø 60 11.5 A 35 A 9,152VA 466 LBS. PROVIDE CURB WITH 14" MAX HEIGHT PROVIDE 1" VIBRATION ISOLATION AND SEISMIC RESTRAINT
PROVIDE MERV 13 FILTER

PROVIDE FACTORY RECOMMENDED ACCESSORIES
CARRIER:
50TCQA07 1 6.0 2,100 -- -- 72.0 70.0 67.0 -- EER = 12.0 8.5 460V 3Ø 60 16.0 A 20 A 12,733VA 511 LBS. PROVIDE CURB WITH 14" MAX HEIGHT PROVIDE 1" VIBRATION ISOLATION AND SEISMIC RESTRAINT
PROVIDE MERV 13 FILTER

PROVIDE FACTORY RECOMMENDED ACCESSORIES
1 AC
2 AC
ZONE-2: OUTSIDE AIR

ROOMS CONDITIONED
AREA (SQ.FT) CFM/SQ.FT OSA OCCUPANCY

LOAD CFM/PERSON OSA REQ'D VENT

AIRFLOW
RETAIL-BUY ROOM 1,589 0.15 238 CFM (OSA) 27 15 SF 405 CFM (OSA) 405 CFM (OSA) ZONE OSA (MIN): 405 CFM (OSA)
ZONE-2: COOLING CALCULATIONS

ADMIN SPACES

ROOMS LOAD UNITS BTU/UNIT BTU UNIT SIZE
(TONS) CFM NOTES
RETAIL-BUY ROOM ROOM LOAD (PER FT3) 22246 2.16 48051
(1) 4 (1) 1600
AC-1
LIGHTS 16 100 1600
PEOPLE 27 350 9450

EQUIPMENT LOAD
TOTAL: 3.69 TONS 4 TONS 1,600
ZONE-1: OUTSIDE AIR

ROOMS CONDITIONED
AREA (SQ.FT) CFM/SQ.FT OSA OCCUPANCY

LOAD CFM/PERSON OSA REQ'D VENT

AIRFLOW
SECURE STORAGE 341 0.15 51 CFM (OSA) 2 15 SF 30 CFM (OSA) 51 CFM (OSA) ORDER PROCESSING 261 0.15 39 CFM (OSA) 2 15 SF 30 CFM (OSA) 39 CFM (OSA) ELECT. 62 0.15 9 CFM (OSA) 0 15 SF 0 CFM (OSA) 9 CFM (OSA) PRODUCT INTAKE 446 0.15 67 CFM (OSA) 4 15 SF 60 CFM (OSA) 67 CFM (OSA) HALL 231 0.15 35 CFM (OSA) 0 15 SF 0 CFM (OSA) 35 CFM (OSA) ZONE OSA (MIN): 201 CFM (OSA)
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/17/2023
--
1PC-01 07/07/2023
I
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EC
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NO. C23563
REN. 7/23
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FACF L I
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C A
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RFP .

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ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
M6.11

MECHANICAL SCHEDULES

NOT TO SCALE

BOLTS W/WASHER

ASSEMBLY AT EA CORNER
- REFERENCE STRUCTURAL
DRAWINGS.

ROOF MOUNTED

MECHANICAL UNIT

EXISTING ROOF ASSEMBLY

EXISTING INSULATION,

WHERE OCCURS

EXISTING PURLIN
CONTINOUS MINIMUM 2"

WIDE ELASTOMERIC SEALANT

RTV, SILICONE, BITUTHENE OR
APPROVED EQUAL.

MECHANICAL
UNIT CURB.

NEW MECHANICAL UNIT

FRAMING - REFERENCE
STRUCTURAL DRAWINGS.
3MECHANICAL EQUIPMENT
SUPPORT @ ROOF (METAL)
TRAP
2019-CMC-312.5 CONDENSATE WASTE. WHERE THE CONDENSATE

WASTE FROM AIR-CONDITIONING COILS DISCHARGES BY DIRECT

CONNECTION TO A LAVATORY TAILPIECE OR TO AN APPROVED

ACCESSIBLE INLET ON A BATHTUB OVERFLOW, THE CONNECTION

SHALL BE LOCATED IN THE AREA CONTROLLED THE SAME PERSON CONTROLLING THE AIR-CONDITIONED SPACE.
2019-CMC-312.6 POINT OF DISCHARGE. AIR-CONDITIONING CONDENSATE WASTE PIPES SHALL CONNECT INDIRECTLY TO THE DRAINAGE

SYSTEM THROUGH AIRGAP OR AIRBREAK TO PROPERLY TRAPPED AND VENTED RECEPTORS, DRY WELLS, LEACH PITS, OR THE TAILPIECE OF PLUMBING FIXTURES.
2019-CMC-312.3 CONDENSATE WASTE SIZING. CONDENSATE

WASTE PIPES FROM AIR-COOLING COILS SHALL BE SIZED IN

ACCORDANCE WITH EQUIPMENT CAPACITY AS SPECIFIED IN
TABLE 312.3. USE 3/4" DIAMETER FOR 20 TONS OF
REFRIGERATION EQUIPMENT CAPACITY.
2019-CMC-312.1 CONDENSATE DISPOSAL. CONDENSATE FROM AIR

WASHERS, AIR-COOLING COILS, FUEL-BURNING CONDENSING APPLIANCES,

AND THE OVERFLOW FROM EVAPORATIVE COOLERS AND SIMILAR

WATER-SUPPLIED EQUIPMENT OR SIMILAR AIR-CONDITIONING EQUIPMENT

SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR DISPOSAL AREA. WHERE DISCHARGED INTO THE DRAINAGE SYSTEM, EQUIPMENT SHALL DRAIN BY MEANS OF AN INDIRECT WASTE PIPE.

THE WASTE PIPE SHALL HAVE A SLOPE OF NOT LESS THAN 1/8 INCH PER FOOT OR 1 PERCENT SLOPE AND SHALL BE OF APPROVED

CORROSION-RESISTANT MATERIAL NOT SMALLER THAN THE OUTLET SIZE IN ACCORDANCE WITH EITHER SECTION 312.3 OR SECTION 312.4 FOR

AIR-COOLING COILS OR CONDENSING FUEL-BURNING APPLIANCES, RESPECTIVELY. CONDENSATE OR WASTEWATER SHALL NOT DRAIN OVER A PUBLIC WAY.

ROOF TOP MOUNTED MECHANICAL UNIT.

ROUTE CONDENSATE LINE TO DRAIN INTO LAVATORY OR SINK TAILPIECE BELOW.

PIPE THROUGH ROOF PENETRATION.

MECHANICAL EQUIPMENT SUPPORT.

CLEANOUT

NOT TO SCALE
5CONDENSATE WASTE @ ROOF MOUNTED MECHANICAL UNIT

NOT TO SCALE

SINGLE WALL ROUND SPIRAL

DUCT, GALVANIZED STEEL
(ASTM A 653).

ROOF/CEILING/FLOOR
FRAMING ABOVE5/16" DIA. GALVANIZED

HIGH TENSILE STEEL
CABLE TO EN12385.

GRIPPLE XP2 EXPRESS

HANGER, OR APPROVED
EQUAL.

GRIPPLE EYQG EYELET SECURED USING 1/4" X 2.5"
HANGERMATE LAG BOLTS OR APPROVED EQUAL.

GRIPPLE EY903/8G EYELET SECURED USING 3/8" X

2.5" HANGERMATE LAG BOLTS OR APPROVED
EQUAL.

NOTE:

XP2 EXPRESS HANGER SAFE WORKING LOAD OF 100 LBS.

CABLE LENGTHS AVAILABLE IN 5', 10', 15', 20' AND 30' OPTIONS.

GRIPPLE XP2 SAFE WORKING LOADS

AT ANGLES

ANGLE SAFE WORKING LOAD
0° 100 LBS
15° 96 LBS
30° 86 LBS
45° 70 LBS
60° 50 LBS
2MECHANICAL CABLE

DUCT SUPPORT

NOT TO SCALE

STRUCTURE ABOVE

FINISH CEILING WHERE
OCCURS

DIFFUSER

HARD DUCT

FACTORY MADE FLEXIBLE DUCT (WHERE
ALLOWED) MAXIMUM LENGTH 5'-0" AND SHALL

NOT BE USED IN LIEU OF RIGID ELBOWS OR
FITTINGS.

ADJUSTABLE 90° ELBOW

SEAL WITH MASTIC BEFORE

INSULATION

ATTACH FLEX DUCT

WITH DRAWBAND

DUCT INSULATION
5/16" DIA. GALVANIZED

HIGH TENSILE STEEL
CABLE TO EN12385.

GRIPPLE EYQG EYELET SECURED USING 1/4" X 2.5"
HANGERMATE LAG BOLTS OR APPROVED EQUAL.

GRIPPLE EY903/8G EYELET SECURED USING 3/8" X 2.5"
HANGERMATE LAG BOLTS OR APPROVED EQUAL.

GRIPPLE XP2 EXPRESS

HANGER, OR APPROVED
EQUAL.

NOTE:

SAG BETWEEN SUPPORT HANGERS SHALL NOT EXCEED 1/2" PER FOOT OF SUPPORT SPACING.

ELBOW CONNECTION BEND RADIUS TO THE DIFFUSER SHALL NOT BE LESS THAN ONE DUCT DIAMETER. 1MECHANICAL DIFFUSER

CONNECTION
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/17/2023
--
1PC-01 07/07/2023
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REN. 7/23
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RFP .

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ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
M9.11

DETAILS MECHANICAL

DETECTION & ALARM SYSTEM
SAFETY SYSTEMS ARE TO BE IN ACCORDANCE WITH SECTION 3805. THIS INCLUDES A GAS DETECTION SYSTEM DESIGNED WITH A THRESHOLD NO GREATER THAN 25% OF THE LOWER FLAMMABILITY LIMIT (LFL) OF THE FLAMMABLE MATERIALS USED. THE GAS DETECTION SYSTEM IS REQUIRED TO BE LISTED AND LABELED IN ACCORDANCE WITH UL 864- STANDARD FOR SAFETY FOR CONTROL UNITS AND ACCESSORIES FOR FIRE ALARM SYSTEMS OR UL 2017 - STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS. IN THE CASE OF THE PROPOSED FACILITY, THIS SYSTEM WILL MONITOR FOR THE PRESENCE OF FLAMMABLE VAPORS FROM THE ETHANOL DISTILLATION PROCESS.

ACTIVATION OF THE GAS DETECTION SYSTEM IS REQUIRED TO RESULT IN ALL OF THE FOLLOWING:

1. INITIATION OF DISTINCT AUDIBLE AND VISUAL ALARM SIGNALS IN THE EXTRACTION ROOM

2. DEACTIVATION OF ALL HEATING SYSTEMS LOCATED IN THE EXTRACTION ROOM.

3. ACTIVATION OF THE MECHANICAL VENTILATION SYSTEM, WHERE THE SYSTEM IS INTERLOCKED WITH GAS DETECTION.

IN THE EVENT OF FAILURE OF THE GAS DETECTION SYSTEM, ANY HEATING SYSTEMS SHOULD BE DEACTIVATED, AND THE MECHANICAL VENTILATION SYSTEM SHOULD BE ACTIVATED. A TROUBLE SIGNAL SHOULD BE SOUNDED IN AN APPROVED LOCATION.

ALL ELECTRICAL COMPONENTS WITHIN THE ROOM ARE REQUIRED TO BE INTERLOCKED WITH THE GAS DETECTION SYSTEM. LIGHT SWITCHES AND OUTLETS WILL BE DISABLED UPON DETECTION OF FLAMMABLE VAPORS EXCEEDING THE SETPOINT.

A AMPERES

AC ALTERNATING CURRENT

ACT ABOVE COUNTERTOP

ADJ ADJACENT/ADJOINING

AFD ADJUSTABLE FREQUENCY DRIVE

AFF ABOVE FINISHED FLOOR

AIC AMPERE INTERRUPTING CAPACITY

AL ALUMINIUM

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE
B BARE

BC BARE COPPER GROUND

BCT BELOW COUNTER TOP

BKBD BACKBOARD

BLDG BUILDING

BRKR BREAKER

C CONDUIT OR CONTRACTOR

CAB CABINET

CATV CABLE TELEVISION

CKT CIRCUIT

CLG CEILING

CO CONDUIT ONLY

COMM COMMUNICATION

COMP COMPRESSOR

CONC CONCRETE

CONN CONNECT

CONT CONTINUATION OR CONTINUED

COORD COORDINATE

CR CONTROL RELAY

CT CURRENT TRANSFORMER

CU COPPER
C1D1 CLASS I DIVISION I HAZARDOUS LOCATION
C1D2 CLASS I DIVISION II HAZARDOUS LOCATION

DC DIRECT CURRENT

DET DETAIL

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DSA DIVISION OF THE STATE ARCHITECT

DWG DRAWING
(E) / EXIST EXISTING

EC ELECTRICAL CONTRACTOR

EL EMERGENCY LIGHT

ELECT ELECTRICAL

ELEV ELEVATION

EM EMERGENCY

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EOL END OF LINE

EQUIP EQUIPMENT

ETC ET CETERA

EVAP EVAPORATOR

EXP EXPLOSION PROOF
(F) FUTURE

FA FARE ALARM

FACP FIRE ALARM CONTROL PANEL

FAT FIRE ALARM TERMINAL CABINET

FIXT FIXTURE

FLA FULL LOAD AMPS

FLEX FLEXIBLE

FLUOR FLUORESCENT

FMC FLEXIBLE METAL CONDUIT

FOR FORWARD-OFF-REVERSE

FS FLOW SWITCH

FT FEET

GALV GALVANIZED

GFI / GFCI GROUND-FAULT CIRCUIT-INTERRUPTER
PROTECTED.

GND GROUND

GC GENERAL CONTRACTOR

HI HIGH

HOA HAND-OFF-AUTO

HOS HAND-OFF-STANDBY

HV HIGH VOLTAGE

HVAC HEATING, VENTILATION, AIR

CONDITIONING

HZ HERTZ

IDC INITIATING DEVICE CIRCUIT

IDF INTERMEDIATE DISTRIBUTION FRAME

IG ISOLATED GROUND

IMC INTERMEDIATE METALLIC TUBING

IN INCHES

INCAN INCANDESCENT

INST INSTANTANEOUS

J JUNCTION BOX

KV KILOVOLTS

KVA KILOVOLTS AMPERES

KW KILOWATTS
L LINE

LB ELBOW

LF LINEAR FEET

LOH LOCK-OFF-HALT

LOS LOCKOUT-STOP

LRA LOCKED ROTOR AMPS

LTG LIGHTING

LV LOW VOLTAGE

M MOTOR

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCM THOUSAND CIRCULAR MILLS

MCP MOTOR CIRCUIT PROTECTOR

MDF MAIN DISTRIBUTION FRAME

MECH MECHANICAL

MFG MANUFACTURER

MIN MINIMUM

MLO MAIN LUG ONLY

MOCP MAXIMUM OVER CURRENT PROTECTION

MPOE MAIN POINT OF ENTRY

MSB MAIN SWITCHBOARD

N NEUTRAL
(N) NEW

NA NON-AUTOMATIC

NAC NOTIFICATION APPLIANCE CIRCUIT

NC NORMALLY CLOSED

NIC NOT IN ELECTRICAL CODE

NIES NOT IN ELECTRICAL SECTION

NL NIGHT LIGHT
NO. / # NUMBER

NO NORMALLY OPEN

OC ON CENTER

OH OVERHEAD

OL THERMAL OVERLOAD RELAY

OT OVER TEMPERATURE

PA PUBLIC ADDRESS

PB PULL BOX

PH PHASE

PIV POST INDICATOR VALVE

PNL PANEL

PR PAIR

PRI PRIMARY

PS PRESSURE SWITCH

PWR POWER
(R) REMOVE(D)

RA REMOTE ANNUNCIATOR

RD ROAD

RECP RECEPTACLE

REQD REQUIRED

REQMTS REQUIREMENTS

RGP REDUNDANT GROUND PATH

RM ROOM

RMC RIGID METAL CONDUIT

RT RAIN TIGHT

SCH SCHEDULE

SEC SECONDS, SECONDARY

SHT SHEET

SIG SIGNAL

SPECS SPECIFICATIONS

SW SWITCH

SWD SWITCHED

SP SPARE

STD STANDARD

STR STRANDED

SWBD SWITCHBOARD

TELE TELEPHONE

TEMP TEMPERATURE

TOA TEST OFF AUTOMATIC

TH THERMOSTAT

TRANSF TRANSFORMER

TYP TYPICAL

TSP TWISTED SHIELDED PAIR

THRU THROUGH

UG UNDERGROUND

UND UNLESS NOTED OTHERWISE

V VOLTS

VA VOLT AMPS

VFD VARIABLE FREQUENCY DRIVE

VM VOLT METER

W WATT OR WIRE

W/ WITH

W/O WITHOUT

WP WEATHERPROOF ENCLOSURE

WHD WATT HOUR DEMAND

WHDM WATT HOUR DEMAND METER

WM WATT METER

WH WATER HEATER

XFMR TRANSFORMER
(XR) REMOVE AND RELOCATE(D)

ELECTRICAL LEGEND

DEVICES
RECEPTACLE DUPLEX NEMA 5-15R CEILING. 15A/125V. MOUNT ON CEILING.

RECEPTACLE SIMPLEX NEMA 6-20R 20A/250V 2-POLE 2-WIRE
DEDICATED CIRCUIT. MOUNT ON CEILING.

RECEPTACLE DUPLEX NEMA 5-15R FLOOR. 15A/125V. MOUNT ON
FLOOR.

RECEPTACLE DUPLEX NEMA 5-15R 15A/125V RECEPTACLE SHALL BE LISTED TAMPER-RESISTANT PER CEC 406.11. AVERAGE LOAD PER TYPICAL CONVENIENCE OUTLET: 180 WATTS.

RECEPTACLE DUPLEX NEMA 5-15R 15A/125V WITH SWITCHED CIRCUIT.

RECEPTACLE DUPLEX NEMA 5-15R 15A/125V WITH CONTROLLED
SWITCHED CIRCUIT.

RECEPTACLE DUPLEX NEMA 5-15R 15A/125V WITH CONTROLLED
SPLIT-WIRED SWITCHED CIRCUIT.

RECEPTACLE DUPLEX NEMA 5-15R 15A/125V WITH CONTROLLED
SPLIT-WIRED SWITCHED CIRCUIT. MOUNT ON CEILING.

RECEPTACLE DUPLEX NEMA 5-20R 20A/125V DEDICATED CIRCUIT.

RECEPTACLE QUADPLEX NEMA 5-20R 20A/125V CIRCUIT.

RECEPTACLE QUADPLEX NEMA 5-20R 20A/125V DEDICATED CIRCUIT.

RECEPTACLE SIMPLEX NEMA 6-20R 20A/250V 2-POLE 2-WIRE
DEDICATED CIRCUIT.

RECEPTACLE SIMPLEX NEMA 6-30R 30A/250V 2-POLE 2-WIRE
DEDICATED CIRCUIT.

RECEPTACLE SIMPLEX NEMA 5-10-50R 50A/125V/250V 3-POLE 3-WIRE DEDICATED CIRCUIT.

SWITCH DISCONNECT 30A. CURRENT RATING 30 AMPS, NEMA TYPE 3R ENCLOSURE, 240 VAC, 2 POLE, 2 WIRE, NON FUSIBLE, MOLDED CASE SWITCH. MOUNT 36" ABOVE FINISH GRADE (UNLESS NOTED
OTHERWISE).

SWITCH DISCONNECT 40A. CURRENT RATING 40 AMPS, NEMA TYPE 3R ENCLOSURE, 240 VAC, 2 POLE, 2 WIRE, NON FUSIBLE, MOLDED CASE SWITCH. MOUNT 36" ABOVE FINISH GRADE (UNLESS NOTED
OTHERWISE).

SWITCH DISCONNECT 50A. CURRENT RATING 50 AMPS, NEMA TYPE 3R ENCLOSURE, 240 VAC, 2 POLE, 2 WIRE, NON FUSIBLE, MOLDED CASE SWITCH. MOUNT 36" ABOVE FINISH GRADE (UNLESS NOTED
OTHERWISE).

SWITCH DISCONNECT 60A. CURRENT RATING 60 AMPS, NEMA TYPE 3R ENCLOSURE, 240 VAC, 2 POLE, 2 WIRE, NON FUSIBLE, MOLDED CASE SWITCH. MOUNT 36" ABOVE FINISH GRADE (UNLESS NOTED
OTHERWISE).

SWITCH DISCONNECT - FUSED.

SWITCH DISCONNECT - ABOVE LID.

INTERIOR J-BOX, "RACO" 127, OCTAGON BOX, CAPACITY 15.5 CUBIC INCHES, BOX DRAWN WITH ROUNDED EDGES, NUMBER OF 1/2 INCH BACK KNOCKOUTS 3, NUMBER OF 3/4 INCH BACK KNOCKOUTS 2,
NUMBER OF 1/2 INCH SIDE KNOCKOUTS 2, NO BRACKET OR CLAMP, LENGTH 4 INCHES, WIDTH 4 INCHES, DEPTH 1 1/2 INCHES.

NEW ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WITH

ATTACHED PRIVATE GARAGES SHALL BE REQUIRED TO INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT
BRANCH CIRCUIT FOR EACH DWELLING UNIT. RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER).

RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND

TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER.

RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED,
INACCESSIBLE OR CONCEALED AREAS AND SPACES. SERVICE PANEL

AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A
40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S)

RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT
OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL

CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV
CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE
PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE”.

PANELS

EXTERIOR ELECTRICAL METER PANEL

EXTERIOR ELECTRICAL PANEL

INTERIOR ELECTRICAL METER PANEL

INTERIOR ELECTRICAL PANEL
WIRING
NM CABLE. 12-2 (HOME RUN) UNLESS NOTED OTHERWISE.

NM CABLE. 12-2 UNLESS NOTED OTHERWISE.

CONDUIT AND WIRES . NUMBER OF STRIKES INDICATE NUMBER OF WIRES. NO STRIKES INDICATE 1/2"C, 2#12. ALL WIRES TO BE #12 CU U.O.N. ALL CONDUIT TO BE EMT U.O.N.

CONDUIT AND WIRES HOME RUN TO PANEL BOARD.

CONDUIT AND WIRES CONCEALED UNDER FLOOR/SLAB.

LIGHTING

PRIMARY DAYLIGHT ZONE

SECONDARY DAYLIGHT ZONE
NL CONTINUOUS NIGHT LIGHT FIXTURE.

NLE

CONTINUOUS NIGHT LIGHT FIXTURE WITH SEALED,
MAINTENANCE-FREE, LEAD CALCIUM BATTERY DELIVERING 90 MINUTE CAPACITY TO EMERGENCY LAMPS. MEET UL924, NFPA 101 LIFE SAFETY CODE, NEC, OSHA CODES.

DATA
DATA PANEL (RECESSED). SIZE AS REQUIRED FOR EACH DATA CABLE TERMINATED AT APPROVED PATCH PANELS. PROVIDE A SHEILD PATH

WAY MEETING DATA UTILITY PROVIDERS STANDARDS FROM DATA
PANEL TO SOURCE DATA PROVIDERS SIGNAL.

CONNECTOR PLATE DATA 2-GANG. TWO (2) CATEGORY 6 TWISTED PAIR DATA CABLE PER GANG CONNECTOR PLATE. WALL MOUNT +12"
ABOVE FINISH FLOOR (UNLESS NOTED OTHERWISE). HOMERUN TO

DATA PANEL AS SHOWN ON DRAWINGS AND TERMINATE AT
APPROVED PATCH PANELS FOR EACH DATA CABLE.

CONNECTOR PLATE DATA 2-GANG. TWO (2) CATEGORY 6 TWISTED PAIR DATA CABLE PER GANG CONNECTOR PLATE. CEILING MOUNT FLUSH.

HOMERUN TO DATA PANEL AS SHOWN ON DRAWINGS AND
TERMINATE AT APPROVED PATCH PANELS FOR EACH DATA CABLE.

SECURITY CAMERA INTERIOR.

SECURITY CAMERA EXTERIOR.

SECURITY MONITORING STATION
C
CS
20A
30A
50A
30A
40A
50A
60A
.
.

J
J
EV
.
.
.
.

DZ1 DZ1
DZ2 DZ2
.
.

SMS

ELECTRICAL NOTES

ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND THOROUGHLY EXAMINE ALL EXISTING CONDITIONS WHICH MAY AFFECT ELECTRICAL WORK PRIOR TO SUBMITTING BID. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL

ELECTRICAL WORK SHOWN EXISTING AND SHALL INCLUDE ALL NECESSARY LABOR AND MATERIALS IN HIS PROPOSAL TO CONNECT SERVICES AND LIGHTING CIRCUITS TO PROVIDE FULLY OPERATIONAL SYSTEMS. ANY DISCREPANCIES NOTED SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BID.

ALL CONDUITS SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE SHOWN ON DRAWINGS.

REVIEW MECHANICAL DRAWINGS, FOR COORDINATION AND PROVIDING ALL POWER WIRING SHOWN ON MECHANICAL DRAWINGS AND NOT SHOWN ON ELECTRICAL DRAWINGS.

REFER TO ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS FOR RELATED EQUIPMENT LOCATIONS.

VERIFY LOCATION AND HEIGHT OF ALL MECHANICAL OR FIXTURE EQUIPMENT OUTLETS WITH MANUFACTURER PRIOR TO ROUGH-IN.

VERIFY POINT OF CONNECTION TO MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR IN FIELD PRIOR TO ROUGH-IN.

COORDINATE ALL ROOF PENETRATIONS WITH MECHANICAL EQUIPMENT CONTRACTOR. ENTER ROOF MOUNTED UNITS THROUGH EQUIPMENT MOUNTING CURBS WHERE POSSIBLE.

FUSE ALL HVAC EQUIPMENT ACCORDING TO EQUIPMENT NAMEPLATE SPECIFICATIONS.

ELECTRICAL CONTRACTOR SHALL COORDINATE ALL TEMPORARY AND PERMANENT ELECTRICAL AND TELEPHONE SERVICE WITH UTILITY COMPANIES. PROVIDE ALL TRENCHING, CONDUITS, CONDUCTORS, METER FACILITIES AND OTHER OUTLETS REQUIRED BY THE UTILITY COMPANY. OWNER SHALL PAY ALL REQUIRED UTILITY FEES.

TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. PRIOR TO

INSTALLATION, TRENCHING,
ETC., FOR UNDERGROUND SYSTEM, ALL WORK SHALL BE STAKED OUT FOR APPROVAL BY THE OWNER. NO SITE WORK SHALL BEGIN PRIOR TO STAKE-OUT APPROVAL BY OWNER.

THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXITING UTILITIES AND FOR THE PROTECTION AND REPAIR OF DAMAGE TO THEM. CONTACT UNDERGROUND SERVICE ALERT 1-800-642-2444 48 HOURS BEFORE WORK IS TO BEGIN.

INSTALL CONDUIT SYSTEM TO ENSURE A NEAT AND ORDERLY FINAL INSTALLATION WITH ALL CONDUITS ROUTED TIGHT TO THE STRUCTURE AND PARALLEL OR PERPENDICULAR TO STRUCTURAL MEMBERS. AFTER INSTALLATION IS COMPLETE, PROPERLY CLEAN ALL CONDUIT FITTINGS, J-BOXES AND SUPPORT BRACKETS.

ALL ELECTRICAL MATERIAL SHALL BE NEW AND LISTED WITH THE UNDERWRITER'S LABORATORIES, INC. (UL),

SHALL MEET THEIR REQUIREMENTS AND SHALL BEAR THEIR LABEL WHENEVER STANDARDS HAVE BEEN INSTALLED.

ALL TEMPERATURE CONTROL LINE LOW VOLTAGE WIRING SHALL BE SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR.

DO NOT INSTALL ANY POWER OR TELEPHONE OUTLETS BACK-TO-BACK IN STUD WALLS. LOCATE OUTLETS SUCH THAT THEY ARE SEPARATED BY A WALL STUD.

DEVICE BOXES THAT OCCUR BACK-TO-BACK OR WITHIN 24" OF EACH OTHER IN A FIRE RATED ASSEMBLY SHALL BE PROPERLY PROTECTED WITH 3M FIRE BARRIER MOLDABLE PUTTY OR EQUAL.

COORDINATE INSTALLATION OF ALL RECESSED LIGHT FIXTURES WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION OF HVAC DUCTS AND SPRINKLER HEADS. ENSURE AFTER INSTALLATION OF FIXTURES THAT THERE IS NO CONTACT BETWEEN DUCTS AND FIXTURES TO AVOID VIBRATION.

COORDINATE LENGTH OF WIRE WHIPS CONNECTING MASTER FIXTURES AND SLAVE FIXTURES TO ACCOMMODATE THE SPACING BETWEEN FIXTURES.

FLASH AND COUNTER FLASH ALL ITEMS PASSING THROUGH THE ROOF.

WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWING, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL BY THE OWNER.

THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ALL PERMIT AND LICENSING REQUIREMENTS ENFORCED BY

THE LOCAL BUILDING OFFICIAL UTILITY DISTRICT AND SHALL COORDINATE, MANAGE AND ATTEND ALL REQUIRED INSPECTIONS FOR WORK PERFORMED.

DO NOT SCALE ELECTRICAL DRAWINGS FOR FIXTURES, DEVICES OR EQUIPMENT LOCATIONS. USE OBJECT DIMENSIONS IF GIVEN AND COORDINATE WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.

ALL CONDUCTORS ARE TO BE COPPER WITH TYPE THHN INSULATION. PROVIDE QUALITY WIRES AS REQUIRED.

USE #12 AWG MIN. UNLESS OTHERWISE NOTED.

ALL DISCONNECT SWITCHES SHALL BE FUSIBLE NEMA 3R. SIZE AS REQUIRED. ALL HVAC UNITS SHALL BE FUSED PER EQUIPMENT NAMEPLATE SPECIFICATIONS. ELECTRICAL CONTRACTOR SHALL VERIFY DISCONNECT AND FUSE SIZING WITH MECHANICAL CONTRACTOR PRIOR TO OPERATING MATERIALS.

ALL WORK PERFORMED SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (N.E.C.) AND ALL OTHER APPLICABLE STATE AND LOCAL CODES STANDARD.

ELECTRICAL CONTRACTOR SHALL TEST ALL ELECTRICAL SYSTEMS UPON COMPLETION OF WORK AND INSURE THAT ALL SYSTEMS ARE OPERATING SATISFACTORILY.

WHERE GROUPED TOGETHER, INSTALL TELEPHONE AND ELECTRICAL WALL DEVICES AT 6" CENTER TO CENTER, UNLESS OTHERWISE NOTED.

FOR OUTLETS INDICATED AT SPECIAL MOUNTING HEIGHTS, THE HEIGHT DIMENSION IS MEASURED FROM THE FINISH FLOOR TO THE CENTERLINE OF THE OUTLET MEASURED VERTICALLY.

ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING BALLASTS AND ENERGY SAVING LAMPS.

ALL SWITCHES SHALL BE MOUNTED AT A MAX OF 48" OR LESS ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED . ALL RECEPTACLES SHALL BE MOUNTED @ A MINIMUM OF 18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED.

ALL FIXTURES CALLED OUT AS SURFACE MOUNTED SHALL BE SECURELY ATTACHED TO THE BUILDING STRUCTURE WITHOUT EXCEPTION.

TELEPHONE CONDUIT SHALL BE MIN. OF 1/2" CONDUIT FOR SINGLE OUTLETS AND MIN 1"CONDUIT FOR DUAL (2) OUTLETS WITH A MAX . OF 2 OUTLETS PER RUN.

ALL AREA LIGHTS SHALL BE DIRECTED OR SHIELDED SO AS NOT TO SHINE OR GLARE ON ADJACENT PROPERTIES OR PUBLIC STREETS.

ALL CONDUIT SHALL BE CONCEALED. MINIMUM SIZE SHALL BE ½" TRADE SIZE. EMT SHALL BE USED IN HUNG CEILINGS AND NON -MASONRY WALLS. INSTALLATION OF ALL FLEXIBLE METAL CONDUITS SHALL BE IN ACCORDANCE WITH N.E.C. 350 CONDUIT PENETRATIONS FROM OUTSIDE WALLS SHALL BE WATERPROOFED.

SUPPORT HORIZONTAL RUNS OF CONDUIT NOT MORE THAN 10 FEET APART. INSTALL EXPOSED RACEWAYS PARALLEL TO WALLS AND CEILINGS OR TRUE WITE REFERENCE TO THE ADJACENT WORK.

CEC-110.16 ARC-FLASH HAZARD WARNING. ELECTRICAL EQUIPMENT, SUCH AS SWITCHBOARDS, PANELBOARDS,

INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS, THAT ARE IN

OTHER THAN DWELLING UNITS, AND ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR

MAINTENANCE WHILE ENERGIZED SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT.

BREAKERS SHALL BE FULLY RATED FOR AVAILABLE FAULT CIRCUIT (AIC WITHSTAND RATING) AND ANY NEW OVERCURRENT DEVICE AT THE MAIN SERVICE TO MATCH THE SERVICE RATING.

FEEDER AND BRANCH-CIRCUIT CONDUCTORS WITHIN THREE (3) INCHES OF A BALLAST, LED DRIVER, POWER SUPPLY OR TRANSFORMER SHALL HAVE AN INSULATION TEMPERATURE RATING NOT LOWER THAN 90 DEGREES CELSIUS, UNLESS OTHERWISE SPECIFIED BY MANUFACTURER. CEC ART 410.68 TRANSFORMERS, OTHER THAN CLASS 2 OR CLASS 3, SHALL HAVE A DISCONNECTING MEANS LOCATED EITHER IN SIGHT OF THE TRANSFORMER OR IN A REMOTE LOCATION. WHERE LOCATED IN A REMOTE LOCATION, THE DISCONNECTING MEANS SHALL BE LOCKABLE IN ACCORDANCE WITH 110.25, AND IT'S LOCATION SHALL BE FIELD MARKED ON THE TRANSFORMER. CEC 450.14.

DRY-TYPE TRANSFORMERS INSTALLED INDOORS AND RATED 112 1 2 KVA RATING OR GREATER SHALL BE INSTALLED
IN A TRANSFORMER ROOM OF FIRE-RESISTANT CONSTRUCTION (1 HOUR MINIMUM). CEC 450.21(B) EXCEPTION 1: TRANSFORMERS WITH CLASS 155 OR HIGHER INSULATION SYSTEMS AND SEPARATED FROM

COMBUSTIBLE MATERIAL BY A FIRE-RESISTANT, HEAT-INSULATING BARRIER OR BY NOT LESS THAN 6' HORIZONTALLY AND 12' VERTICALLY.

EXCEPTION 2: TRANSFORMERS WITH CLASS 155 OR HIGHER INSULATION SYSTEMS AND COMPLETELY ENCLOSED EXCEPT FOR VENTILATION OPENINGS.

NM CABLE (ROMEX) IS NOT ALLOWED FOR USE IN DAMP LOCATIONS (GROW ROOMS) (CEC 334.10). APPROVED WIRING METHODS UTILIZED IN GROW FACILITIES SHALL BE IN ACCORDANCE WITH WET USE "WIRING METHODS AND MATERIALS", (CEC CHAPTER 3).

GROW LIGHTS MUST BE INSTALLED PER MANUFACTURE INSTRUCTIONS AND WIRED PER 410. REMOTE BALLASTS

SHALL BE INSTALLED AS NEAR TO THE LAMP AS PRACTICABLE TO KEEP THE SECONDARY CONDUCTORS AS SHORT AS POSSIBLE (410.144(B)). BALLAST SECONDARY CORD/CONDUCTORS CANNOT PASS THROUGH PARTITIONS AND MUST BE VISIBLE ITS ENTIRE LENGTH OUTSIDE THE FIXTURE. (410.62(C)(1).

HGH-INTENSITY DISCHARGE LIGHTING. LUMINARES THAT USE A METAL HALIDE LAMP, OTHER THAN A

THICK-GLASS PARABOLIC REFLECTOR LAMP (PAR), SHALL BE PROVIDED WITH A CONTAINMENT BARRIER (LENS) ON THE FIXTURE. 410.130(F)(5).

SPECIAL CONCERNS SHALL BE CONSIDERED IN COMPLAINCE WITH THE FOLLOWING TWO REQUIREMENTS: A)

WHERE TWO DIFFERNT AMPACITIES APPLY TO ADJACENT PORTIONS OF A CIRCUIT, THE AMPACITY SHALL BE PER TH 310.15(2) EXCEPTION. B) WHERE THE MAXIMUM AMBIENT TEMPERATURE IS OVER 30°C, (81°F), THE REFERENCED CORRECTION FACTORS SHALL APPLY TO CONDUCTORS. (TABLE 310.16 TO 19).

ALL WORK TO COMPLY WITH 2019 CALIF. ELECTRIC CODE AND 2019 CALIF. ENERGY CODE.

PROVIDE SWITCH AND RECEPTACLE HEIGHTS PER STATE OF CALIFORNIA ACCESSIBLE REQUIREMENTS.

THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF

ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS.

GIVE UTILITY WRITTEN NOTICE OF THE EXTENT AND NATURE OF ANY MATERIAL CHANGE IN THE SIZE,

CHARACTER, OR EXTENT OF THE UTILIZING EQUIPMENT OR OPERATIONS FOR WHICH UTILITY IS SUPPLYING ELECTRIC SERVICE BEFORE MAKING ANY SUCH CHANGE.

GROUP THE COMMON NEUTRAL CONDUCTOR FOR MULTIPLE CIRCUITS WITH ITS ASSOCIATED UNGROUNDED CONDUCTORS WHEN CONTAINED IN THE SAME ENCLOSURE. (200.4(8)).

THE BRANCH CIRCUIT SERVING EMERGENCY LIGHTING AND POWER CIRCUITS SHALL NOT BE PART OF A MULTIWIRE BRANCH CIRCUIT. (700.19).

THE UNGROUNDED AND GROUNDED CONDUCTORS OF EACH MUTLIWIRE BRANCH CIRCUIT SHALL BE GROUPED

BY WIRE TIES OR SIMILAR MEANS IN AT LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGINATION. (210.4(0)).

EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. (210.4).

PROVIDE SEPARATE SUBMITTAL FOR ALL ELECTRICAL SUBSYSTEMS WITH POWER SUPPLY(S) OF MORE THAN 50VA AND / OR 24V. (E.G., SECURITY, CARD READERS, TELCO / DATA, PA, AUDIO/ VISUAL, NURSE CALL, HVAC AND REFRIGERATION CONTROLS, ETC.).

PROVIDE ARC FLASH LABELING AS REQUIRED PER (110.16).

ALL NEW OVERCURRENT DEVICES INSTALLED IN EXISTING PANELS / SWITCHBOARDS SHALL MATCH THE MAKE, MODEL AND INTERRUPTING CAPACITY OF THE EXISTING OVERCURRENT DEVICES.

IF EMERGENCY LIGHTING IS REQUIRED BY THE CBC OR NFPA, COMPLY WITH THE FOLLOWING: INDICATE PATH OF

EGRESS, PROVIDE ILLUMINATED EXIT SIGNS, PROVIDE AN EMERGENCY POWER SOURCE FOR THE EXIT SIGNS AND EGRESS PATH LIGHTING WITH EMERGENCY FOOT CANDLE ON THE PLANS.

PROVIDE 36" MINIMUM CLEAR DISTANCE IN FRONT OF (ELECTRICAL) LIVE PARTS OF WORKING EQUIPMENT.

PER 2019 CEC ART. 110.16.: SWITCHBOARDS, PANEL BOARDS, INDUSTRIAL CONTROL PANELS, AND MOTOR

CONTROL CENTERS THAT ARE IN OTHER THAN DWELLING OCCUPANCIES AND ARE LIKELY TO REQUIRE

EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRICAL ARC FLASH HAZARDS. THE MARKING SHALL BE LOCATED

SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT.

CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION. EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. THE IDENTIFICATION SHALL INCLUDE AN APPROVED DEGREE OF DETAIL THAT ALLOWS EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS. SPARE POSITIONS THAT CONTAIN UNUSED OVERCURRENT DEVICES OR SWITCHES SHALL BE DESCRIBED ACCORDINGLY.

THE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR INSIDE OF

THE PANEL DOOR IN THE CASE OF A PANELBOARD, AND LOCATED AT EACH SWITCH OR CIRCUIT BREAKER IN A SWITCHBOARD OR SWITCHGEAR. NO CIRCUIT SHALL BE DESCRIBED IN A MANNER THAT DEPENDS ON TRANSIENT CONDITIONS OF OCCUPANCY. 2019 CEC ART. 408.4(A).
(ART 500) WIRING IN HAZARDOUS AREAS SHALL COMPLY WITH THE CODE PROVISIONS FOR THOSE AREAS, WHERE APPLICABLE. (ART 500 THRU 516)
GROW LIGHTS MUST BE INSTALLED PER MANUFACTURE INSTRUCTIONS AND WIRED PER 410:

A) REMOTE BALLASTS SHALL BE INSTALLED AS NEAR TO THE LAMP AS PRACTICABLE TO KEEP THE SECONDARY CONDUCTORS AS SHORT AS POSSIBLE (410.144(B))

B) BALLAST SECONDARY CORD/CONDUCTORS CANNOT PASS THROUGH PARTITIONS AND MUST BE VISIBLE ITS ENTIRE LENGTH OUTSIDE THE FIXTURE. (410.62(C)(1) HIGH-INTENSITY DISCHARGE LIGHTING. LUMINAIRES THAT USE A METAL HALIDE LAMP, OTHER THAN A

THICK-GLASS PARABOLIC REFLECTOR LAMP (PAR), SHALL BE PROVIDED WITH A CONTAINMENT BARRIER (LENS) ON THE FIXTURE. 410.130(F)(5)
SPECIAL CONCERNS SHALL BE CONSIDERED IN COMPLIANCE WITH THE FOLLOWING TWO REQUIREMENTS:

A) WHERE TWO DIFFERENT AMPACITIES APPLY TO ADJACENT PORTIONS OF A CIRCUIT, THE AMPACITY SHALL BE PER THE 310.15(2) EXCEPTION.

B) WHERE THE MAXIMUM AMBIENT TEMPERATURE IS OVER 30 O C, (86 O F), THE REFERENCED CORRECTION FACTORS SHALL APPLY TO CONDUCTORS. (TABLE 310.16 TO 19)

WIRE SIZE & AMP RATINGS
WIRE
GAUGE
SIZE

COPPER ALUMINUM
60°C (140°F)

NM-B, UF-B
75°C (167°F)

THW, THWN,

SE, USE, XHHW
90°C (194°F)
THWN-2, THHN,
SE, USE, USE-2
75°C (167°F)

THW, THWN,

SE, USE, XHHW
90°C (194°F)
XHHW-2, THHN,
THWN-2
14 15 20 25 -- --
12 20 25 30 20 25
10 30 35 40 30 35
8 40 50 55 40 45
6 55 65 75 50 55
4 70 85 95 65 75
3 85 100 115 75 85
2 95 115 130 90 100
1 110 130 145 100 115
1/0 125 150 170 120 135
2/0 145 175 195 135 150
3/0 165 200 225 155 175
4/0 195 230 260 180 205
250 215 255 290 205 230
300 240 285 320 230 260
350 260 310 350 250 280
500 320 380 430 310 350
600 350 420 475 340 385
750 400 475 535 385 435
1000 455 545 615 445 500
NOTE: HIGHLIGHTED AREAS TO BE USED PER NEC TABLE 310-16

DELTA-CONNECTED SYSTEM NOTES
CEC-110.15 HIGH-LEG MARKING. ON A 4-WIRE, DELTA-CONNECTED SYSTEM WHERE THE MIDPOINT OF ONE

PHASE WINDING IS GROUNDED, ONLY THE CONDUCTOR OR BUSBAR HAVING THE HIGHER PHASE VOLTAGE TO

GROUND SHALL BE DURABLY AND PERMANENTLY MARKED BY AN OUTER FINISH THAT IS ORANGE IN COLOR OR BY OTHER EFFECTIVE MEANS. SUCH IDENTIFICATION SHALL BE PLACED AT EACH POINT ON THE SYSTEM WHERE A CONNECTION IS MADE IF THE GROUNDED CONDUCTOR IS ALSO PRESENT.

CEC-408.3 (E) PHASE ARRANGEMENT. THE PHASE ARRANGEMENT ON 3-PHASE BUSES SHALL BE A, B, C FROM

FRONT TO BACK, TOP TO BOTTOM, OR LEFT TO RIGHT, AS VIEWED FROM THE FRONT OF THE SWITCHBOARD OR PANELBOARD. THE B PHASE SHALL BE THAT PHASE HAVING THE HIGHER VOLTAGE TO GROUND ON 3-PHASE, 4-WIRE, DELTA-CONNECTED SYSTEMS. OTHER BUSBAR ARRANGEMENTS SHALL BE PERMITTED FOR ADDITIONS TO EXISTING INSTALLATIONS AND SHALL BE MARKED. EXCEPTION: EQUIPMENT WITHIN THE SAME SINGLE SECTION OR MULTISECTION SWITCHBOARD OR PANELBOARD AS THE METER ON 3-PHASE, 4-WIRE, DELTA-CONNECTED SYSTEMS SHALL BE PERMITTED TO HAVE THE SAME PHASE CONFIGURATION AS THE METERING EQUIPMENT.

CEC-408.3 (F) SWITCHBOARD OR PANELBOARD IDENTIFICATION. (1) HIGH-LEG IDENTIFICATION. A SWITCHBOARD OR PANELBOARD CONTAINING A 4-WIRE, DELTA-CONNECTED SYSTEM WHERE THE MIDPOINT OF ONE PHASE WINDING IS GROUNDED SHALL BE LEGIBLY AND PERMANENTLY FIELD MARKED AS FOLLOWS: "CAUTION B PHASE HAS 208 VOLTS TO GROUND". (2) UNGROUNDED SYSTEMS. A SWITCHBOARD OR PANELBOARD CONTAINING AN UNGROUNDED ELECTRICAL SYSTEM AS PERMITTED IN CEC 250.21 SHALL BE LEGIBLY AND PERMANENTLY NELD MARKED AS FOLLOWS: "CAUTION UNGROUNDED SYSTEM OPERATING ___VOLTS BETWEEN CONDUCTORS".

CONDUIT BEND RADIUS

CONDUIT DIAMETER VERTICAL RADIUS HORIZONTAL RADIUS
2" 24" 36"
3" 24" 36"
4" 36" 36"
5" 36" 60"
ELECTRICAL NOTES: GFPE
PER 2019 ARTICLE 240.87 ARC ENERGY REDUCTION, WHERE THE HIGHEST CONTINUOUS CURRENT TRIP SETTING

FOR WHICH THE ACTUAL OVERCURRENT DEVICE INSTALLED IN A CIRCUIT BREAKER IS RATED OR CAN BE ADJUSTED IS 1200 A OR HIGHER, 240.87(A) AND 240.87(B) SHALL APPLY. (A) DOCUMENTATION. DOCUMENTATION SHALL BE AVAILABLE TO THOSE AUTHORIZED TO DESIGN, INSTALL, OPERATE OR INSPECT THE INSTALLATION AS TO THE LOCATIONOF THE CIRCUIT BREAKER(S). (B) METHOD TO REDUCE CLEARING TIME. ONE OF THE FOLLOWING OR APPROVED EQUIVALENT MEANS SHALL BE PROVIDED:
(1) ZONE-SELECTIVE INTERLOCKING.
(2) DIFFERENTIAL RELAYING.
(3) ENERGY-REDUCING MAINTENANCE SWITCHING WITH LOCAL STATUS INDICATOR. (4) ENERGY-REDUCING ACTIVE ARC FLASH MITIGATION SYSTEM. (5) AN APPROVED EQUIVALENT MEANS.

INFORMATIONAL NOTE NO. 1: AN ENERGY- REDUCING MAINTENANCE SWITCH ALLOWS A WORKER TO SET A CIRCUIT BREAKER TRIP UNIT TO "NO INTENTIONAL DELAY" TO REDUCE THE CLEARING TIME WHILE THE WORKER IS WORKING WITHIN AN ARC-FLASH BOUNDARY AS DEFINED IN NFPA 70E-2012, STANDARD FOR ELECTRICAL

SAFETY IN THE WORKPLACE, AND THEN TO SET THE TRIP UNIT BACK TO A NORMAL SETTING AFTER THE POTENTIALLY HAZARDOUS WORK IS COMPLETE.

INFORMATIONAL NOTE NO. 2: AN ENERGY-REDUCING ACTIVE ARC FLASH MITIGATION SYSTEM HELPS IN REDUCING ARCING DURATION IN THE ELECTRICAL DISTRIBUTION SYSTEM. NO CHANGE IN THE CIRCUIT BREAKER

OR THE SETTINGS OF OTHER DEVICES IS REQUIRED DURING MAINTENANCE WHEN A WORKER IS WORKING WITHIN AN ARC FLASH BOUNDARY AS DEFINED IN NFPA 70E-2012, FLASH BOUNDARY AS DEFINED IN NFPA 70E-2012, STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE.

ELECTRICAL NOTES: ARC ENERGY

REDUCTION
PER 2019 ARTICLE 240.87 ARC ENERGY REDUCTION, WHERE THE HIGHEST CONTINUOUS CURRENT TRIP SETTING

SAFETY IN THE WORKPLACE, AND THEN TO SET THE TRIP UNIT BACK TO A NORMAL SETTING AFTER THE POTENTIALLY HAZARDOUS WORK IS COMPLETE.

INFORMATIONAL NOTE NO. 2: AN ENERGY-REDUCING ACTIVE ARC FLASH MITIGATION SYSTEM HELPS IN REDUCING ARCING DURATION IN THE ELECTRICAL DISTRIBUTION SYSTEM. NO CHANGE IN THE CIRCUIT BREAKER

ELECTRICAL ABBREVIATIONS
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/24/2023
--
2HEALTH PC 08/23/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
1PC-01 07/07/2023
E1.11

ELECTRICAL COVER SHEET
(E) ADJACENT TENANT SPACE
(NOT IN SCOPE)

FUTURE MANUFACTURING

TENANT SPACE
(UNDER SEPARATE PERMIT

NOT IN SCOPE)
60A
@42"
GFCI
B-33
B-36 B-38
@100" @100" @100" @100"@40"@40"@40"@40"
B-28
B-21
@100" @100"
@84"
B-26
B-24
B-16
@40"
B-22
B-35
@40"
@40"
@84"
@84"
@100" @100" @100"
@40" @40"
B-5
@84"
@84"
B-7
B-20
B-18

PANEL-B
B-4
B-31
@40"
30A
30A
30A
H-1,3,5
H-7,9,11
H-2,4,6
B-9
B-6
B-8
B-11
B-25
@42"
GFCI
B-27
@42"
GFCI
B-13
@42" @42"
B-15 B-17
B-29
B-23
@60"
GFCI
B-30B-32
B-10,12,14
B-37
TX-B
S
OCC
B-25
OS
OS
CS
CS
CS
B-40
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/24/2023
--
2HEALTH PC 08/23/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
1PC-01 07/07/2023
E3.11
ELECTRICAL POWER PLAN - LEVEL 1
SCALE:
1ELECTRICAL POWER PLAN - LEVEL 1
0 8'

KEYNOTE LEGEND
1 CEILING MOUNTED MOTION SENSOR. TIE INTO RESTROOM EXHAUST FAN. 1 2
(E) ADJACENT TENANT SPACE
(NOT IN SCOPE)

FUTURE MANUFACTURING

TENANT SPACE
(UNDER SEPARATE PERMIT

NOT IN SCOPE)
(E)
(E)(E)
(E) (E)
(E)(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)(E)
(E)
(E)
S
DIM
SDIM
S
OCC
S
DIM
SSOCC
SOCC
(E) (E)
(E)(E)
(E) (E)
(E)(E)
OS
B-1
B-3
B-34
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/24/2023
--
2HEALTH PC 08/23/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
1PC-01 07/07/2023
E4.11

ELECTRICAL LIGHTING PLAN
SCALE:
1ELECTRICAL LIGHTING PLAN
0 8'
1 KEYNOTES
1 LIGHT FIXTURE "A" - REFERENCE LIGHTING SCHEDULE.
2 LIGHT FIXTURE "B1" - REFERENCE LIGHTING SCHEDULE.
3 LIGHT FIXTURE "B2" - REFERENCE LIGHTING SCHEDULE.
4 LIGHT FIXTURE "C" - REFERENCE LIGHTING SCHEDULE.
5 LIGHT FIXTURE "D" - REFERENCE LIGHTING SCHEDULE.
6 LIGHT FIXTURE "E" - REFERENCE LIGHTING SCHEDULE.
7 MOTION SWITCH SERVING EXHAUST FAN.
6 PERMANENT LIGHT FIXTURE SHALL BE PROVIDED AT ROOF ACCESS, THE SWITCH FOR SUCH

LIGHTING SHALL BE LOCATED INSIDE THE BUILDING NEAR THE MEANS LEADING TO THE ROOF. CMC 304.3.2
1 3
2 4
5 6
7 ELECTRICAL LOAD SUMMARY
TOTAL CONNECTED LOAD - "B" 34,674 VA
TOTAL CONNECTED LOAD - "H" 31,077 VA
0 VA
TOTAL SERVICE LOAD: 65,751 VA
I = VA / E (1.25) 82,189 VA
I = VA / E 82,189 VA (480V) (1.73) = 99A
THEREFORE: EXISTING 600A, 480/277V, 3PH, 4W SERVICE IS ADEQUATE FOR NEW LOAD. 20,120 kWh PER MONTH 360 HOURS /
MONTH 56 kW POWER
FACTOR = 0.85
65,751 VA

CONNECTED
LOAD

GROUNDING ELECTRODE

CONDUCTORS

SIZE OF LARGEST UNGROUNDED SERVICE-ENTRANCE CONDUCTOR OR

EQUIVALENT AREA FOR PARALLEL CONDUCTORS (AWG/KCMIL)

SIZE OF GROUNDING ELECTRODE CONDUCTOR
(AWG/KCMIL)

COPPER ALUMINUM OR

COPPER-CLAD ALUMINUM COPPER

ALUMINUM OR

COPPER-CLAD

ALUMINUM
#2 OR SMALLER 1/0 OR SMALLER #8 #6
1 OR 1/0 2/0 OR 3/0 #6 #4
2/0 0R 3/0 4/0 OR 250 #4 #2
OVER 3/0 THROUGH 350 OVER 250 THROUGH 500 #2 1/0
OVER 350 THROUGH 600 OVER 500 THROUGH 900 1/0 3/0
OVER 600 THROUGH 1100 OVER 900 THROUGH 1750 2/0 4/0
OVER 1100 OVER 1750 3/0 250
NOTES:

1. IF MULTIPLE SETS OF SERVICE-ENTRANCE CONDUCTORS CONNECT DIRECTLY TO THE SERVICE DROP, SET OF OVERHEAD

SERVICE CONDUCTORS, SET OF UNDERGROUND SERVICE CONDUCTORS, OR SERVICE LATERAL, THE EQUIVALENT SIZE OF

THE LARGEST SERVICE-ENTRANCE CONDUCTOR SHALL BE DETERMINED BY THE LARGEST SUM OF THE AREAS OF THE CORRESPONDING CONDUCTORS OF EACH SET.

2. WHERE THERE ARE NO SERVICE-ENTRANCE CONDUCTORS, THE GROUNDING ELECTRODE CONDUCTOR SIZE SHALL BE

DETERMINED BY THE EQUIVALENT SIZE OF THE LARGEST SERVICE-ENTRANCE CONDUCTOR REQUIRED FOR THE LOAD TO BE SERVED.

A. THIS TABLE ALSO APPLIES TO THE DERIVED CONDUCTORS OF SEPARATELY DERIVED AC SYSTEMS.

B. SEE INSTALLATION RESTRICTIONS IN 250.64(A).

NOT TO SCALE
7ELECTRICAL SINGLE LINE DIAGRAM

PANEL FEEDER SCHEDULE (COPPER)
FEEDER

TAG FEEDER DESCRIPTION

CONDUIT

CONDUCTORS

PHASE/NEUTRAL GROUND
6004 600 AMP, 3 PHASE, 4 WIRE 2-3.00" 2 SETS OF 4 #350 KCMIL 1 #1 PER SET 6003 600 AMP, 3 PHASE, 3 WIRE 2-2.50" 2 SETS OF 3 #350 KCMIL 1 #1 PER SET 5004 500 AMP, 3 PHASE, 4 WIRE 2-2.50" 2 SETS OF 4 #250 KCMIL 1 #2 PER SET 5003 500 AMP, 3 PHASE, 3 WIRE 2-2.00" 2 SETS OF 3 #250 KCMIL 1 #2 PER SET 4504 450 AMP, 3 PHASE, 4 WIRE 2-2.50" 2 SETS OF 4 #4/0 1 #2 PER SET 4503 450 AMP, 3 PHASE, 3 WIRE 2-2.00" 2 SETS OF 3 #4/0 1 #2 PER SET 4004 400 AMP, 3 PHASE, 4 WIRE 1-3.50" 4 #600 KCMIL 1 #2 4003 400 AMP, 3 PHASE, 3 WIRE 1-3.00" 3 #600 KCMIL 1 #2 3504 350 AMP, 3 PHASE, 4 WIRE 1-3.50" 4 #500 KCMIL 1 #2 3503 350 AMP, 3 PHASE, 3 WIRE 1-2.50" 3 #500 KCMIL 1 #2 3004 300 AMP, 3 PHASE, 4 WIRE 1-3.00" 4 #350 KCMIL 1 #4 3003 300 AMP, 3 PHASE, 3 WIRE 1-2.50" 3 #350 KCMIL 1 #4 2754 275 AMP, 3 PHASE, 4 WIRE 1-3.00" 4 #300 KCMIL 1 #4 2753 275 AMP, 3 PHASE, 3 WIRE 1-2.50" 3 #300 KCMIL 1 #4 2504 250 AMP, 3 PHASE, 4 WIRE 1-2.50" 4 #250 KCMIL 1 #4 2503 250 AMP, 3 PHASE, 3 WIRE 1-2.00" 3 #250 KCMIL 1 #4 2254 225 AMP, 3 PHASE, 4 WIRE 1-2.50" 4 #4/0 1 #4
2253 225 AMP, 3 PHASE, 3 WIRE 1-2.00" 3 #4/0 1 #4
2004 200 AMP, 3 PHASE, 4 WIRE 1-2.00" 4 #4/0 1 #6
2003 200 AMP, 3 PHASE, 3 WIRE 1-2.00" 3 #4/0 1 #6
1754 175 AMP, 3 PHASE, 4 WIRE 1-2.00" 4 #3/0 1 #6
1753 175 AMP, 3 PHASE, 3 WIRE 1-1.50" 3 #3/0 1 #6
1504 150 AMP, 3 PHASE, 4 WIRE 1-1.50" 4 #2/0 1 #6
1503 150 AMP, 3 PHASE, 3 WIRE 1-1.50" 3 #2/0 1 #6
1254 125 AMP, 3 PHASE, 4 WIRE 1-1.50" 4 #1/0 1 #6
1253 125 AMP, 3 PHASE, 3 WIRE 1-1.25" 3 #1/0 1 #6
1004 100 AMP, 3 PHASE, 4 WIRE 1-1.25" 4 #1 1 #8
1003 100 AMP, 3 PHASE, 3 WIRE 1-1.25" 3 #1 1 #8
904 90 AMP, 3 PHASE, 4 WIRE 1-1.25" 4 #2 1 #8
903 90 AMP, 3 PHASE, 3 WIRE 1-1.25" 3 #2 1 #8
804 80 AMP, 3 PHASE, 4 WIRE 1-1.25" 4 #3 1 #8
803 80 AMP, 3 PHASE, 3 WIRE 1-1.00" 3 #3 1 #8
704 70 AMP, 3 PHASE, 4 WIRE 1-1.25" 4 #4 1 #8
703 70 AMP, 3 PHASE, 3 WIRE 1-1.00" 3 #4 1 #8
604 60 AMP, 3 PHASE, 4 WIRE 1-1.25" 4 #4 1 #10
603 60 AMP, 3 PHASE, 3 WIRE 1-1.00" 3 #4 1 #10
FEEDER SCHEDULE GENERAL NOTES:

1. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON COPPER CONDUCTORS WITH THHN/THWN INSULATION.

2. FEEDERS CONSISTING OF MULTIPLE SETS OF CONDUCTORS AND CONDUITS ARE TO BE PROVIDED WITH THE INDICATED SIZE GROUND CONDUCTOR IN EACH CONDUIT.

FEEDER: 2004
TX-B
75 KVA
480V
120/208V

WIRE SIZE & AMP RATINGS
WIRE
GAUGE
SIZE

COPPER ALUMINUM
60°C (140°F)

NM-B, UF-B
75°C (167°F)

THW, THWN,

SE, USE, XHHW
90°C (194°F)
THWN-2, THHN,
SE, USE, USE-2
75°C (167°F)

THW, THWN,

NOT TO SCALE

TO PANEL GROUND BUS
1GROUNDED CONDUCTORS
PER CEC TABLE 250.66

GROUND TO GAS PIPE, WATER PIPE, TO GAS BOND, BUILDING STEEL (WHERE PRESENT), & UFER. SIZE IN ACCORDANCE WITH CEC TABLE 250.66 GROUNDING ELECTRODE CONDUCTORS. REFERENCE TABLE THIS SHEET.

THE INTERSYSTEM BONDING JUMPER SHALL BE INSULATED

COPPER, SIZED TO MATCH THE GROUNDING ELECTRODE
CONDUCTOR OR #6AWG, WHICHEVER IS GREATER.

INTERSYSTEM BONDING TERMINATION.
18" X 4" X 1/4" THICK COPPER GROUND BUS

WITH PORCELAIN ISOLATORS MOUNTED ADJACENT
TO SERVICE EQUIPMENT PER CEC-250.94. WHERE

LOCATED OUTDOORS, PROVIDE WEATHERPROOF
ENCLOSURE MATCHING THAT OF MAIN SERVICE EQUIPMENT.
#6 GRN (MIN) TO CATV,

TELE- COMMUNICATIONS,
ANTENNA, DATA EQUIP.

SYSTEMS, ETC. AS APPLICABLE.
(EXISTING) MAIN SWITCHBOARD (MSB)
(E) MAIN (E) BUSWAY
(E) GROUND BUS
(E) DISTRIBUTION SECTION: 480/277 (WYE), 3 PHASE, 4 WIRE BUS (E) 600 A
GFE
NEMA 3R ENCLOSURE
(E) 400/3
FEEDER: 4004
--
1 (E) 100/3
FEEDER: 1004
SPARE
(E) 100/3
FEEDER: 1004

SPARE SPARE
(N) 100/3
FEEDER: 1004
(N) 200/3
FEEDER: 2004
(E) 200/3
FEEDER: 2004
SPARE
MCB
200A
PANEL
"B"
MLO
200A
PANEL
"H"
PANEL BOARD SCHEDULE: PANEL-B
VOLTS: 120 / 208 PHASE: 3 WIRE: 4 MAIN: 200A MCB LOCATION: STORAGE &

RECEIVING AREA
MOUNTING:

SURFACE AIC: 22,000

CIRCUIT
N0.

CIRCUIT BREAKER
WIRE

AWG DESCRIPTION

VOLT AMPS

DESCRIPTION WIRE
AWG

CIRCUIT BREAKER

CIRCUIT
NO.

AMP POLE LOAD PH. A PH. B PH. C LOAD POLE AMP
1 20 1 12 BACK OF HOUSE 1073 1,613 540 6 TON DUCT SENSOR 12 1 20 2 3 20 1 12 BUY ROOM / VAULT / ORDER 580 2,020 1440 CONVENIENCE RECEPTACLES 12 1 20 4 5 20 1 12 OFFICE RECEPTACLES 900 1,260 360 ACCESS CONTROL 12 1 20 6 7 20 1 12 VAULT / ORDER RECEPTS. 540 900 360 OFFICE RECEPTACLES 12 1 20 8 9 20 1 12 CHECK IN RECEPTACLES 1260 4,260 3000
WATER HEATER 12 3 20
10 11 20 1 12 FIRE ALARM CONTROL PANEL 180 3,180 3000 12 13 20 1 12 BREAK ROOM GFI 1060 4,060 3000 14
15 20 1 12 BREAK ROOM GFI 360 1,440 1080 HALLWAY RECEPTACLES 12 1 20 16 17 20 1 12 FRIDGE 800 1,700 900 ORDER PROCESSING RECEPTS 12 1 20 18 19 20 1 12 ROOFTOP GFI 180 1,260 1080 ORDER PROCESSING RECEPTS 12 1 20 20 21 20 1 12 BUY ROOM CONVERTER 1440 2,520 1080 ORDER PROCESSING RECEPTS 12 1 20 22 23 20 1 12 3 DAMP GFCI 360 1,560 1200 VAULT FRIDGE 12 1 20 24 25 20 1 12 OFFICE RECEPTACLES 360 685 325 ATM RECEPTACLE 12 1 20 26 27 20 1 12 OFFICE RECEPTACLES 360 1,800 1440 BUY ROOM TV RECEPTACLES 12 1 20 28 29 20 1 12 BATHROOM GFCI 360 540 180 WATER HEATER GFI 12 1 20 30 31 20 1 12 VAULT / ORDER RECEPTS. 1080 1,260 180 BATHROOM GFI 12 1 20 32 33 20 1 12 POINT OF SALE RECEPTACLES 1440 2,176 736 EXTERIOR LIGHTING 12 1 20 34 35 20 1 12 TELCO BOARD 360 1,000 640 DISPLAY FRIDGE 12 1 20 36 37 20 1 12 EXHAUST FAN 540 900 360 POINT OF SALE RECEPTACLES 12 1 20 38 39 20 1 12 SPACE 0 540 540 EXHAUST FANS - RESTROOMS 12 1 20 40 41 20 1 12 SPACE 0 0 0 SPACE 12 1 20 42
TOTAL CONNECTED LOAD: 10,678 14,756 9,240 TOTAL VOLT-AMPS / PHASE BUS A = 10,678 VA ØA ØB ØC 25% LIGHTING LOAD = 1645 VA
BUS B = 14,756 VA 25% LARGEST MOTOR = 2100 VA
BUS C = 9,240 VA 38,419 VA / 360 = TOTAL CONNECTED LOAD = 34,674 VA TOTAL = 34,674 VA 107 AMPS TOTAL PANEL LOAD = 38,419 VA PANEL BOARD SCHEDULE: PANEL-H
VOLTS: 277 / 480 PHASE: 3 WIRE: 4 MAIN: 200A MCB LOCATION: STORAGE &

RECEIVING AREA
MOUNTING:

SURFACE AIC: 30,000

CIRCUIT
N0.

CIRCUIT BREAKER
WIRE

AWG DESCRIPTION

VOLT AMPS

DESCRIPTION WIRE
AWG

CIRCUIT BREAKER

CIRCUIT
NO.

AMP POLE LOAD PH. A PH. B PH. C LOAD POLE AMP
1 35 3 8 MECHANICAL UNIT - AC-1
3051 6,101 3051
MECHANICAL UNIT - AC-1 8 3 35
2 3 3051 6,101 3051 4
5 3051 6,101 3051 6
7 20 3 12 MECHANICAL UNIT - AC-2
4258 4,258 0 SPACE 8
9 4258 4,258 0 SPACE 10
11 4258 4,258 0 SPACE 12
13 SPACE 0 0 0 SPACE 14
15 SPACE 0 0 0 SPACE 16
17 SPACE 0 0 0 SPACE 18
19 SPACE 0 0 0 SPACE 20
21 SPACE 0 0 0 SPACE 22
23 SPACE 0 0 0 SPACE 24
25 SPACE 0 0 0 SPACE 26
27 SPACE 0 0 0 SPACE 28
29 SPACE 0 0 0 SPACE 30
31 SPACE 0 0 0 SPACE 32
33 SPACE 0 0 0 SPACE 34
35 SPACE 0 0 0 SPACE 36
37 SPACE 0 0 0 SPACE 38
39 SPACE 0 0 0 SPACE 40
41 SPACE 0 0 0 SPACE 42
TOTAL CONNECTED LOAD: 10,359 10,359 10,359 TOTAL VOLT-AMPS / PHASE BUS A = 10,359 VA ØA ØB ØC 25% LIGHTING LOAD = 0 VA
BUS B = 10,359 VA 25% LARGEST MOTOR = 0 VA
BUS C = 10,359 VA 31,077 VA / 360 = TOTAL CONNECTED LOAD = 31,077 VA TOTAL = 31,077 VA 86 AMPS TOTAL PANEL LOAD = 31,077 VA
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/24/2023
--
2HEALTH PC 08/23/2023
I
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NO. C23563
REN. 7/23
E
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TAT

FACF L I
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ES
SLI
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C A
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D A RC
RFP .

S
E
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T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
1PC-01 07/07/2023
E6.11

ELECTRICAL SERVICE DIAGRAM
2 LIGHTING NOTES: GENERAL
(D) AUTOMATIC DAYLIGHTING CONTROLS.

1. DAYLIT ZONES SHALL BE DEFINED AS FOLLOWS:

A. SKYLIT DAYLIT ZONE IS THE ROUGH AREA IN PLAN VIEW UNDER EACH SKYLIGHT, PLUS 0.7 TIMES THE AVERAGE

CEILING HEIGHT IN EACH DIRECTION FROM THE EDGE OF THE ROUGH OPENING OF THE SKYLIGHT, MINUS ANY AREA ON A PLAN BEYOND A PERMANENT OBSTRUCTION THAT IS TALLER THAN THE FOLLOWING: A PERMANENT

OBSTRUCTION THAT IS TALLER THAN ONE-HALF THE DISTANCE FROM THE FLOOR TO THE BOTTOM OF THE SKYLIGHT. THE BOTTOM OF THE SKYLIGHT IS MEASURED FROM THE BOTTOM OF THE SKYLIGHT WELL FOR SKYLIGHTS HAVING WELLS, OR THE BOTTOM OF THE SKYLIGHT IF NO SKYLIGHT WELL EXISTS. FOR THE PURPOSE

OF DETERMINING THE SKYLIT DAYLIT ZONE, THE GEOMETRIC SHAPE OF THE SKYLIT DAYLIT ZONE SHALL BE IDENTICAL TO THE PLAN VIEW GEOMETRIC SHAPE OF THE ROUGH OPENING OF THE SKYLIGHT; FOR EXAMPLE,

FOR A RECTANGULAR SKYLIGHT THE SKYLIT DAYLIT ZONE PLAN AREA SHALL BE RECTANGULAR, AND FOR A CIRCULAR SKYLIGHT THE SKYLIT DAYLIT ZONE PLAN AREA SHALL BE CIRCULAR.

B. PRIMARY SIDELIT DAYLIT ZONE IS THE AREA ON A PLAN DIRECTLY ADJACENT TO EACH VERTICAL GLAZING, ONE WINDOW HEAD HEIGHT DEEP INTO THE AREA, AND WINDOW WIDTH PLUS 0.5 TIMES WINDOW HEAD HEIGHT

WIDE ON EACH SIDE OF THE ROUGH OPENING OF THE WINDOW, MINUS ANY AREA ON A PLAN BEYOND A PERMANENT OBSTRUCTION THAT IS 6 FEET OR TALLER AS MEASURED FROM THE FLOOR.

C. SECONDARY SIDELIT DAYLIT ZONE IS THE AREA ON A PLAN DIRECTLY ADJACENT TO EACH VERTICAL GLAZING, TWO WINDOW HEAD HEIGHTS DEEP INTO THE AREA, AND WINDOW WIDTH PLUS 0.5 TIMES WINDOW HEAD

HEIGHT WIDE ON EACH SIDE OF THE ROUGH OPENING OF THE WINDOW, MINUS ANY AREA ON A PLAN BEYOND A PERMANENT OBSTRUCTION THAT IS 6 FEET OR TALLER AS MEASURED FROM THE FLOOR. NOTE: MODULAR FURNITURE WALLS SHALL NOT BE CONSIDERED A PERMANENT OBSTRUCTION.

2. LUMINAIRES PROVIDING GENERAL LIGHTING THAT ARE IN OR ARE PARTIALLY IN THE SKYLIT DAYLIT ZONES OR

THE PRIMARY SIDELIT DAYLIT ZONES SHALL BE CONTROLLED INDEPENDENTLY BY FULLY FUNCTIONAL AUTOMATIC DAYLIGHTING CONTROLS THAT MEET THE APPLICABLE REQUIREMENTS OF SECTION 110.9, AND THE APPLICABLE REQUIREMENTS BELOW:

A. ALL SKYLIT DAYLIT ZONES AND PRIMARY SIDELIT DAYLIT ZONES SHALL BE SHOWN ON THE PLANS.

B. LUMINAIRES IN THE SKYLIT DAYLIT ZONE SHALL BE CONTROLLED SEPARATELY FROM THOSE IN THE PRIMARY SIDELIT DAYLIT ZONES.

C. LUMINAIRES THAT FALL IN BOTH A SKYLIT AND PRIMARY SIDELIT DAYLIT ZONE SHALL BE CONTROLLED AS PART OF THE SKYLIT DAYLIT ZONE.

D. AUTOMATIC DAYLIGHTING CONTROL INSTALLATION AND OPERATION. FOR LUMINAIRES IN DAYLIGHT ZONES,

AUTOMATIC DAYLIGHTING CONTROLS SHALL BE INSTALLED AND CONFIGURED TO OPERATE ACCORDING TO ALL OF THE FOLLOWING REQUIREMENTS:

I. PHOTOSENSORS SHALL BE LOCATED SO THAT THEY ARE NOT READILY ACCESSIBLE TO UNAUTHORIZED

PERSONNEL, AND THE LOCATION WHERE CALIBRATION ADJUSTMENTS ARE MADE TO AUTOMATIC DAYLIGHTING CONTROLS SHALL NOT BE READILY ACCESSIBLE TO UNAUTHORIZED PERSONNEL.

II. AUTOMATIC DAYLIGHTING CONTROLS SHALL PROVIDE FUNCTIONAL MULTILEVEL LIGHTING HAVING AT LEAST THE NUMBER OF CONTROL STEPS SPECIFIED IN TABLE 130.1-A.

EXCEPTION 1 TO SECTION 130.1(D)2DII: CONTROLLED LIGHTING HAVING A LIGHTING POWER DENSITY LESS THAN

0.3 W/FT2 IS NOT REQUIRED TO PROVIDE MULTILEVEL LIGHTING CONTROLS.

EXCEPTION 2 TO SECTION 130.1(D)2DII: WHEN SKYLIGHTS ARE REPLACED OR ADDED TO AN EXISTING BUILDING

WHERE THERE IS AN EXISTING GENERAL LIGHTING SYSTEM THAT IS NOT BEING ALTERED, MULTILEVEL LIGHTING CONTROLS ARE NOT REQUIRED.

III. FOR EACH SPACE, THE COMBINED ILLUMINANCE FROM THE CONTROLLED LIGHTING AND DAYLIGHT SHALL NOT BE LESS THAN THE ILLUMINANCE FROM CONTROLLED LIGHTING WHEN NO DAYLIGHT IS AVAILABLE.

IV. IN AREAS SERVED BY LIGHTING THAT IS DAYLIGHT CONTROLLED, WHEN THE ILLUMINANCE RECEIVED FROM THE DAYLIGHT IS GREATER THAN 150 PERCENT OF THE DESIGN ILLUMINANCE RECEIVED FROM THE GENERAL

LIGHTING SYSTEM AT FULL POWER, THE GENERAL LIGHTING POWER IN THAT DAYLIGHT ZONE SHALL BE REDUCED BY A MINIMUM OF 65 PERCENT.

EXCEPTION 1 TO SECTION 130.1(D)2: ROOMS IN WHICH THE COMBINED TOTAL INSTALLED GENERAL LIGHTING POWER IN THE SKYLIT DAYLIT ZONE AND PRIMARY SIDELIT DAYLIT ZONE IS LESS THAN 120 WATTS.

EXCEPTION 2 TO SECTION 130.1(D)2: ROOMS THAT HAVE A TOTAL GLAZING AREA OF LESS THAN 24 SQUARE FEET.

EXCEPTION 3 TO SECTION 130.1(D)2: PARKING GARAGES COMPLYING WITH SECTION 130.1(D)3.

3. PARKING GARAGE DAYLIGHTING REQUIREMENTS. IN A PARKING GARAGE AREA WITH A COMBINED TOTAL OF 36 SQUARE FEET OR MORE OF GLAZING OR OPENING, LUMINAIRES PROVIDING GENERAL LIGHTING THAT ARE IN

THE COMBINED PRIMARY AND SECONDARY SIDELIT DAYLIT ZONES SHALL BE CONTROLLED INDEPENDENTLY BY AUTOMATIC DAYLIGHTING CONTROLS, AND SHALL MEET THE FOLLOWING REQUIREMENTS AS APPLICABLE:

A. ALL PRIMARY AND SECONDARY SIDELIT DAYLIT ZONES SHALL BE SHOWN ON THE PLANS.

B. AUTOMATIC DAYLIGHTING CONTROL INSTALLATION AND OPERATION. AUTOMATIC DAYLIGHTING CONTROL SHALL BE INSTALLED AND CONFIGURED TO OPERATE ACCORDING TO ALL OF THE FOLLOWING REQUIREMENTS:

I. AUTOMATIC DAYLIGHTING CONTROLS SHALL HAVE PHOTOSENSORS THAT ARE LOCATED SO THAT THEY ARE

NOT READILY ACCESSIBLE TO UNAUTHORIZED PERSONNEL, AND THE LOCATION WHERE CALIBRATION

ADJUSTMENTS ARE MADE TO THE AUTOMATIC DAYLIGHTING CONTROLS SHALL NOT BE READILY ACCESSIBLE TO UNAUTHORIZED PERSONNEL.

II. AUTOMATIC DAYLIGHTING CONTROLS SHALL BE MULTILEVEL, CONTINUOUS DIMMING OR ON/OFF.

III. THE COMBINED ILLUMINANCE FROM THE CONTROLLED LIGHTING AND DAYLIGHT SHALL NOT BE LESS THAN THE ILLUMINANCE FROM CONTROLLED LIGHTING WHEN NO DAYLIGHT IS AVAILABLE.

IV. WHEN PRIMARY SIDELIT ZONES RECEIVE ILLUMINANCE LEVELS GREATER THAN 150 PERCENT OF THE

ILLUMINANCE PROVIDED BY THE CONTROLLED LIGHTING WHEN NO DAYLIGHT IS AVAILABLE, THE CONTROLLED LIGHTING POWER CONSUMPTION SHALL BE ZERO.

EXCEPTION 1 TO SECTION 130.1(D)3: LUMINAIRES LOCATED IN THE DAYLIGHT TRANSITION ZONE AND LUMINAIRES FOR ONLY DEDICATED RAMPS. DAYLIGHT TRANSITION ZONE AND DEDICATED RAMPS ARE DEFINED IN SECTION 100.1.

EXCEPTION 2 TO SECTION 130.1(D)3: THE TOTAL COMBINED GENERAL LIGHTING POWER IN THE PRIMARY SIDELIT DAYLIGHT ZONES IS LESS THAN 60 WATTS.

LIGHTING CONTROL SYMBOLS
LIGHTING CONTROL PANEL. ACUITYBRANDS NLIGHT, DOUGLAS

LIGHTING, LC&D W/MICROPANELS, COOPER GREEN GATE,

WATTSTOPPER DLM, LUTRON ENERGI SAVR NODE, OR ARCHITECT
APPROVED EQUAL.

LIGHTING POWER PACK. LOCATE IN ACCESSIBLE T-BAR SPACE ABOVE DOOR. WHERE CEILING IS HARD-LID, INSTALL IN CEILING AND PROVIDE ACCESS PANEL.

WALL MOUNTED GAVITA GROW LIGHTING MASTER CONTROLLER (EL).

GAVITA MASTER CONTROLLER EL-SERIES, OR ARCHITECT APPROVED EQUAL.

PLENUM RATED LOW-VOLTAGE WIRE PER SELECTED MANUFACTURER SPECIFICATIONS AND REQUIREMENTS. CABLING TO BE FURNISHED AND INSTALLED BY THIS CONTRACTOR.

AUTOMATIC LIGHTING SHUT-OFF CONTROL TIMECLOCK W/ 2 HR MAX

OVERRIDE

INTERIOR CEILING MOUNTED APPROVED OCCUPANCY SENSOR,
LUTRON DUAL-TECHNOLOGY WITH XCT, OR ARCHITECT APPROVED EQUAL.

INTERIOR WALL/CORNER MOUNTED APPROVED DUAL TECH
OCCUPANCY SENSOR (OS2), EATON GREENGATE OAWC-DT, OR
ARCHITECT APPROVED EQUAL.

INTERIOR CEILING MOUNTED APPROVED PHOTO-SENSOR DEVISE,
LUTRON EC-DIR-WH, OR ARCHITECT APPROVED EQUAL.

EXTERIOR MOTION SENSOR.

EXTERIOR WALL MOUNTED APPROVED PHOTO-SENSOR DEVISE.

LOW VOLTAGE TRANSFORMER
EXTERIOR SINGLE POLE LIGHT SWITCH 120V/20A. MOUNT FLUSH ON WALL +48" MAX A.F.F. (U.N.O.).

EXTERIOR 3-WAY LIGHT SWITCH 120V/20A. MOUNT FLUSH ON WALL +48" MAX A.F.F. (U.N.O.).

EXTERIOR 4-WAY LIGHT SWITCH 120V/20A. MOUNT FLUSH ON WALL +48" MAX A.F.F. (U.N.O.).

EXTERIOR LIGHTING CONTROL DEVICE SWITCH WITH DIMMER
CONTROL. MOUNT FLUSH ON WALL +48" MAX A.F.F. (U.N.O.).

PUSH-BUTTON SCENE SWITCH, LUTRON seeTOUCH WALL STATION OR ARCHITECT APPROVED EQUAL.

INTERIOR SINGLE POLE LIGHT SWITCH 120V/20A. MOUNT FLUSH ON WALL +48" MAX A.F.F. (U.N.O.).

INTERIOR 3-WAY LIGHT SWITCH 120V/20A. MOUNT FLUSH ON WALL +48" MAX A.F.F. (U.N.O.).

INTERIOR 4-WAY LIGHT SWITCH 120V/20A. MOUNT FLUSH ON WALL +48" MAX A.F.F. (U.N.O.).

INTERIOR LIGHTING CONTROL DEVICE SWITCH WITH DIMMER
CONTROL. LUTRON MIR-600THW-WH 600-WATT MAESTRO IR DIMMER WITH INFRARED RECEIVER, WHITE. OPTIONAL: LUTRON NOVA NFTV (ADD PP-20 TO ADD ON/OFF FUNCTIONALITY AS DETAILED IN
LUTRON'S INSTRUCTIONS OR LEVITON ILLUMATECH IP710-DL (ON/OFF FUNCTIONALITY BUILT IN), OR ARCHITECT APPROVED EQUAL.

INTERIOR LIGHTING CONTROL DEVICE SWITCH WITH OCCUPANCY
SENSOR CONTROL: LUTRON MAESTRO MOTION SENSOR SWITCH, 250 WATTS SINGLE-POLE, MS-OPS2-WH, WHITE, OR ARCHITECT APPROVED EQUAL.

ALL INSTALLED DEVICES AND FIXTURES SHALL BE COORDINATED AND COMPLIANT WITH SELECTED LIGHTING CONTROL PANEL SYSTEM AND AS REQUIRED TO DELIVER A COMPLETE AND WORKING SYSTEM. THE LIGHTING

CONTROL SYSTEM SHALL PASS ALL ACCEPTANCE TESTS THAT NOW REQUIRE THE USE OF CERTIFIED TECHNICIANS ARE THE TESTS SET FORTH IN THE FOLLOWING ACCEPTANCE TEST FORMS: NRCA-LTI-02-A - LIGHTING CONTROLS; NRCA-LTI-03-A - AUTOMATIC DAYLIGHTING; NRCA-LTI-04-A - DEMAND RESPONSIVE CONTROLS; NRCA-LTO-02-A - OUTDOOR MOTION SENSOR AND LIGHTING SHUT-OFF CONTROLS.

LCP
PP
EL
TC
OS
OS2
PS
MS
PS
TX
S
S
3 S
4 S
DIM
S
PB
S
S
3 S
4 S
DIM
S
OCC

1. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED LOW-VOLTAGE CABLING, HARDWARE, ACCESSORIES, MODULES, DEVICES, CONTROLLERS, ETC. (SHOWN OR NOT SHOWN) FOR A COMPLETE AND

OPERABLE SYSTEM TO ACCOMMODATE THE TOTAL NUMBER OF CONTROL POINTS AND MEET THE DESIGN INTENT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS, INCLUDING THE SEQUENCE OF OPERATIONS.

2. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL PLANS ASSOCIATED WITH THE LIGHTING AND CONTROLS SYSTEMS (FIXTURE SCHEDULE, PLANS, DETAILS, ETC.) TO THE REQUIRED PARTIES (DISTRIBUTORS, VENDORS, ETC.) FOR AN ACCURATE ALL-INCLUSIVE BID.

3. CONTROLS SYSTEM LAYOUT: THE FLOOR/CEILING PLANS IDENTIFIED IN THIS DETAILS SHEET ARE TYPICALS ONLY. ELECTRICAL CONTRACTOR AND SELECTED MANUFACTURER ARE RESPONSIBLE FOR ADAPTING THE ACTUAL LIGHTING AND CONTROLS SYSTEM TO THE ACTUAL CONDITIONS OF THIS PROJECT.

4. WIRELESS DEVICES OR COMPONENTS ARE NOT ACCEPTABLE.

5. SYSTEM CONTROLLING MULTIPLE SPACES: A SYSTEM CONTROLLING MULTIPLE SPACES (I.E., ONE CONTROLLER FOR TWO OFFICES, GROUP AREAS, ETC.) IS ACCEPTABLE HOWEVER A MAXIMUM OF TWO SPACES PER CONTROLLER SHALL NOT BE EXCEEDED. IN ALL CASES, PROPER SIGNAGE SHALL BE PROVIDED WITHIN THE SPACE TO IDENTIFY LOCATION OF IT'S CONTROLLER.

6. ACCEPTABLE MANUFACTURERS AND SYSTEMS: a. DOUGLAS LIGHTING; b. LC&D W/MICROPANELS; c.

COOPER GREEN GATE; d. WATTSTOPPER DLM; e. LUTRON ENERGI SAVR NODE OR ARCHITECT APPROVED EQUAL.

7. SUBMITTALS FOR THE LIGHTING CONTROL SYSTEM MUST BE PROVIDED TO INCLUDE THE FOLLOWING INFORMATION: a. PROPOSED MANUFACTURER AND SYSTEM; b. PROPOSED CONTROLS SYSTEM LAYOUT SHOWING TYPES AND LOCATIONS FOR ALL DEVICES, LOW-VOLTAGE CABLING, ETC. ASSOCIATED WITH AND SPECIFIC TO THIS PROJECT. c. RISER/SINGLE LINE DIAGRAMS SHOWING COMPLETE SYSTEM LAYOUT AND CONNECTIVITY.

8. WARRANTY, SUPPORT, AND COMMISSIONING: IN ADDITION TO MINIMUM 1-YEAR MANUFACTURER'S

WARRANTY, INCLUDE IN BID ALL REQUIRED TECHNICAL SUPPORT AND COMMISSIONING BY THE

MANUFACTURER TO SUCCESSFULLY EXECUTE AND MEET THE DESIGN INTENT OF THIS COMPLETE CONSTRUCTION DOCUMENT PACKAGE.

9. ALTERNATES: APPROVAL FOR ALTERNATE SYSTEMS IS REQUIRED PRIOR TO BID SUBMIT PRIOR (15) DAYS

PRIOR TO BID DEADLINE FOR PROPOSED ALTERNATE SYSTEM ALL INFORMATION IDENTIFIED IN THE SUMBITTAL ITEM REQUIRED ABOVE.

OS
PS
S
DIM
PP
(POWER PACK)

PROGRAMMABLE

CONTACT INPUT
120V OR 277V LIGHTING
120V RECEPTACLES
120V OR 277V LIGHTING
C/CS
S
PB

TO NEXT LIGHT FIXTURE

TO NEXT OCCUPANCY SENSOR

TO NEXT PHOTO-SENSOR

TO NEXT PUSH-BUTTON SWITCH

TO NEXT DIMMER SWITCH

TO NEXT CONTROL RECEPTACLES
NOTE: IT IS ACCEPTABLE FOR LOW

VOLTAGE WIRING TO BE INSTALLED

WITHIN THE SAME RACEWAY AS

THE LINE VOLTAGE WIRING WHERE

ALLOWED BY CODE AND THE

SYSTEM MANUFACTURER AS LONG

AS THE LOW-VOLTAGE CABLING IS
RATED FOR 600V CLASS AND THE

ROOM CONTROLLER(S)

ASSOCIATED WITH THIS PROJECT

MUST BE INTERLOCKED WITH A

BUILDING LIGHTING CONTROL
PANEL.

SEQUENCE OF OPERATIONS
LIGHTS: ALL LIGHTS ARE DIMMABLE. THE MAXIMUM LIGHT LEVEL HAS BEEN SET TO 80%.

PRIVATE OFFICES GREATER THAN 100 SF (OCCUPANCY): 1. LIGHTS DO NOT AUTOMATICALLY TURN ON WHEN AN OCCUPANT ENTERS THE SPACE; LIGHTS MUST BE TURNED ON MANUALLY. 2 LIGHTS TURN OFF AUTOMATICALLY 15 MINUTES AFTER OCCUPANTS LEAVE THE SPACE. 3 CONTROLLED RECEPTACLES TURN ON AUTOMATICALLY WHEN AN OCCUPANT ENTERS THE SPACE. 4 CONTROLLED RECEPTACLES TURN OFF AUTOMATICALLY 15 MINUTES AFTER OCCUPANTS LEAVE THE SPACE.

OPEN OFFICES (TIMECLOCK): 1. A TIMECLOCK IS PROGRAMMED TO SCHEDULE “WORKING HOURS” PERIODS AND “OFF HOURS” PERIODS ON A WEEKLY BASIS AND FOR HOLIDAYS. 2. AT THE BEGINNING OF “OFF HOURS” PERIODS, THE LIGHTS WILL “BLINK WARN” AND THEN TURN OFF AFTER A 5 MINUTE DELAY. THE RECEPTACLES WILL ALSO TURN OFF AFTER THE 5 MINUTE DELAY; HOWEVER, THE RECEPTACLES WILL NOT “BLINK WARN.” 3.

DURING THE “OFF HOURS” PERIOD, LIGHTS AND RECEPTACLES CAN BE MANUALLY OVERRIDDEN WITH THE WALL LIGHT SWITCH (SW1) FOR A PERIOD OF UP TO 2 HOURS. AFTER 2 HOURS THE TIMECLOCK WILL “BLINK WARN” THE LIGHTS AND TURN OFF THE LIGHTS AND RECEPTACLES AFTER A 5 MINUTE DELAY. 4.DURING “WORKING HOURS,” LIGHTS CAN BE MANUALLY CONTROLLED BY THE WALL LIGHT SWITCH (SW1); RECEPTACLES WILL REMAIN ON.

DAYLIGHT: 1. LIGHTS ARE CONTROLLED BY THE DAYLIGHT SENSOR AND AUTOMATICALLY BRIGHTEN AND DIM

TO MAINTAIN THE REQUIRED LIGHT LEVEL IN THE SPACE BASED ON AMOUNT OF DAYLIGHT ENTERING THE SPACE.

WALL LIGHT SWITCH: WALL LIGHT SWITCH (SW1) IS PROGRAMMED TO ALL OF THE LIGHTS AND RECEPTACLES IN

THE OPEN OFFICE AND PROVIDES ON/OFF CONTROL, BRIGHTEN/DIM CONTROL, AND ALLOWS FOR ONE PRESET LEVEL. 2. WALL LIGHT SWITCH (SW2) IS PROGRAMMED TO ALL OF THE LIGHTS IN EACH OF THE PRIVATE OFFICES AND PROVIDES ON/OFF CONTROL, BRIGHTEN/DIM CONTROL, AND ALLOWS FOR ONE PRESET LEVEL.

DEMAND RESPONSE: 1. LIGHTS ARE DIMMED 80% OF THEIR CURRENT LEVEL.

LIGHTING CONTROL STRATEGIES: 1. OCCUPANCY/VACANCY SENSING. 2. SCHEDULING. 3. DAYLIGHT HARVESTING.

4. HIGH-END TRIM/TUNING. 5. PLUG LOAD CONTROL. 6. DEMAND RESPONSE.

NØ
M
R
C
H
A

BUILDING

EXTERIOR LIGHTS

BRANCH CIRCUITS
20 AMPERED
4-POLE LIGHTING

CONTACTOR
PHOTO SENSOR CONTROL.

LOCATE OUTDOORS @ +10'-0" A.F.F.

TIMER SWITCH LOCATE IN

WEATHERPROOF ENCLOSURE
120V EXTERIOR LIGHTING CIRCUIT

TYPICAL EXTERIOR LIGHTING CONTROL
WIRING DIAGRAM 17

GENERAL ILLUMINATION FIXTURE SCHEDULE

ID SYMBOL MOUNTING TYPE MANF CATALOG NUMBER LAMP TEMP LUMENS VOLTS COUNT WATTS SUB-TOTAL REMARKS A INTERIOR CEILING SURFACE SURFACE WRAP PHILLIPS 4-OC4-LED-3000L-DIM10-MVOLT -35K-85 LED 5000K 3000 120-277V 63 29.0 1827.0 15LBS TYPICAL

TOTAL LIGHTING AREA TOTAL WATTS TOTAL WATTS PER SQUARE
FOOT
4,961 SF 1827.0 WATTS 0.4 WATTS

EGRESS LIGHT FIXTURE SCHEDULE

ID SYMBOL MOUNTING TYPE MANF CATALOG NUMBER LAMP TEMP LUMENS VOLTS COUNT WATTS SUB-TOTAL REMARKS B1 EXTERIOR WALL SURFACE EMERGENCY EXIT LIGHT WITH
90MIN BATTERY BACK-UP LED 120V 3 2.1 6.3 MEETS UL924, NFPA 101 LIFE SAFETY CODE, NEC, OSHA CODES.

B2 INTERIOR WALL SURFACE EMERGENCY EXIT LIGHT WITH
90MIN BATTERY BACK-UP CREE E.XML2W LED 120V 7 2.1 14.7 MEETS UL924, NFPA 101 LIFE SAFETY CODE, NEC, OSHA CODES.

C INTERIOR WALL SURFACE

GREEN EMERGENCY EXIT SIGN
& LIGHT WITH 90MIN BATTERY

BACK-UP
CREE E.XCL2GW LED 120V 13 3.7 48.1 MEETS UL924, NFPA 101 LIFE SAFETY CODE, NEC, OSHA CODES.

EXTERIOR LIGHT FIXTURE SCHEDULE

ID SYMBOL MOUNTING TYPE MANF CATALOG NUMBER LAMP TEMP LUMENS VOLTS COUNT WATTS SUB-TOTAL REMARKS

D EXTERIOR WALL SURFACE WALL MOUNT LUMINARE ELITE LED
LIGHTING OWS-FC-202-LED LED 4000 120-277V 8 50.0 400.0
E EXTERIOR CEILING MOUNT INDUSTRIAL LITHONIA VAP 4000LM PCL MD LED 4000 120-277V 10 33.0 330.0 TYPICAL ROOM CONTROLLER WIRING DIAGRAM 13
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/24/2023
--
2HEALTH PC 08/23/2023
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NO. C23563
REN. 7/23
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FACF L I
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RFP .

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ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
1PC-01 07/07/2023
E8.11

ELECTRICAL LIGHTING SCHEDULES
NOTE:

EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED WITH 5-FOOT-CANDLES. EXIT SIGNS SHALL

BE ILLUMINATED AT ALL TIMES AND WILL BE CONNECTED TO THE BUILDING POWER AND AN EMERGENCY POWER SOURCE PROVIDING 90 MINUTES OF ILLUMINATION IN CASE OF PRIMARY POWER LOSS. 1 PLUMBING LEGEND
3-CS 3-COMPARTMENT SINK

HS HAND SINK

KS KITCHEN SINK

LAV LAVATORY COMMERCIAL ACCESSIBLE

WC WATER CLOSET

WH WATER HEATER
2022 CPC & CMC NOTES - PLUMBING
WATER CONSERVING PLUMBING FIXTURE: ALL NEW TOILETS, URINALS, SHOWERHEAD AND INTERIOR FAUCETS MUST BE WATER CONSERVING FIXTURES (I.E. 2.0 GPM MAX. SHOWER HEADS; 1.5 GPM MAX LAVATORY FAUCETS;

1.8 GPM MAX. KITCHEN FAUCETS; 1.28 GAL. PER FLUSH WATER CLOSETS).

PRE-1994 PLUMBING FIXTURE: ALL NONCOMPLIANT EXISTING PLUMBING FIXTURES AS DEFINED IN CA CIVIL CODE 1101.1-1101.8. AND INSTALLED IN HOMES BUILT AND AVAILABLE FOR USE PRIOR TO JANUARY 1, 1994 MUST BE CONVERTED TO WATER CONSERVING FIXTURES.

PLUMBING CLEANOUT: WHERE LESS THAN 18 INCHES OF CLEAR HEIGHT (INCLUDING DUCTS AND PIPING) IS

PROVIDED UNDER A NEW FLOOR, CLEANOUTS SHALL BE EXTENDED ABOVE THE FLOOR OR OUTSIDE OF THE BUILDING. NO NEW OR ALTERED UNDERFLOOR CLEANOUT SHALL BE LOCATED MORE THAN 20 FT. FROM AN UNDERFLOOR ACCESS DOOR (CPC 707.9).

WATER CLOSET: IN NEW OR ALTERED BATHROOMS, WATER CLOSETS SHALL BE LOCATED AT LEAST THAN 15 INCHES FROM A SIDE WALL OR OBSTRUCTION AND WITHIN A SPACE NOT LESS THAN 30 INCHES IN WIDTH WITH 24 INCHES MINIMUM CLEARANCE IN FRONT OF THE TOILET. NEW OR ALTERED BATHROOM DOORS SHOULD NOT SWING INTO THE REQUIRED CLEAR SPACE (CPC 407.7).

SHUT-OFF VALVES ACCESS DOORS: MINIMUM SIZE OF ACCESS DOORS FOR S.O.V.'S IN CORRIDOR CEILINGS, ETC.

SHALL BE 12"X12".

HOSE BIBB: NEW OR ALTERED HOSE BIB TYPE FAUCETS SHALL BE PROVIDED WITH APPROVED NON-REMOVABLE BACKFLOW PREVENTION DEVICES. (CPC 603.5.7)
WATER HEATER PRESSURE RELIEF VALVE: PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDE FOR NEW OR RELOCATED WATER HEATERS (CPC 608.5). PROVIDE SEISMIC STRAPPING FOR TANK TYPE WATER HEATERS (CPC 507.2).

WATER HEATER AND FURNACE ENCLOSURE: NEW ENCLOSURES FOR GAS WATER HEATER AND/OR FURNACE

LOCATED WITHIN OR ADJACENT TO CONDITIONED SPACE SHALL BE PROVIDED WITH A FULLY WEATHER-STRIPPED, 24-INCH MINIMUM WIDTH DOOR AND INSULATED WALLS. 30 INCHES OF CLEAR

UNOBSTRUCTED WORKING SPACE IS REQUIRED ALONG THE ENTIRE FRONT OF THE FIREBOX FOR SERVICING OF THE EQUIPMENT. (CMC 304.1 & ENERGY CODE 150)

PLUMBING NOTES

THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY EXAMINE ALL EXISTING CONDITIONS WHICH MAY AFFECT PLUMBING WORK PRIOR TO SUBMITTING BID. THE PLUMBING CONTRACTOR SHALL VERIFY

ALL PLUMBING WORK SHOWN EXISTING AND SHALL INCLUDE ALL NECESSARY LABOR AND MATERIALS IN HIS

PROPOSAL TO CONNECT SERVICES AND TO PROVIDE FULLY OPERATIONAL SYSTEMS ANY DISCREPANCIES NOTED SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BID.

THE PLUMBING CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES. PROVIDE ALL TRENCHING, CONDUITS, CONDUCTORS, METER FACILITIES AND OTHER OUTLETS REQUIRED BY THE UTILITY COMPANY. THE OWNER SHALL PAY ALL REQUIRED UTILITY FEES. TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. PRIOR TO INSTALLATION, TRENCHING, ETC., FOR UNDERGROUND SYSTEM, ALL WORK SHALL BE STAKED OUT FOR APPROVAL BY THE OWNER. NO SITE WORK SHALL BEGIN PRIOR TO STAKE-OUT APPROVAL BY THE JURISDICTION HAVING AUTHORITY OVER THE PROJECT.

THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE PROTECTION AND REPAIR OF DAMAGE TO THEM. CONTACT UNDERGROUND SERVICE ALERT 1-800-642-2444 48 HOURS BEFORE WORK IS TO BEGIN.

PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT. REFER TO ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS OF FIXTURES.

COMPLY WITH ALL PERMIT AND LICENSING REQUIREMENTS ENFORCED BY THE LOCAL BUILDING OFFICIAL UTILITY DISTRICT AND SHALL COORDINATE, MANAGE AND ATTEND ALL REQUIRED INSPECTIONS FOR WORK PERFORMED.

DO NOT SCALE DRAWINGS FOR FIXTURES, DEVICES OR EQUIPMENT LOCATIONS. USE OBJECT DIMENSIONS IF GIVEN AND COORDINATE WITH PLUMBING AND ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIXTURES AND MOUNTING HEIGHTS.

PROVIDE DRIP PANS UNDER PIPING ROUTED ABOVE ELECTRICAL EQUIPMENT. PIPING AND DRIP PAN MUST BE INSTALLED AT A MINIMUM OF 6' ABOVE THE EQUIPMENT PER NEC 110.26(E). IF THE 6' CLEARANCE CANNOT BE ACHIEVED, THE PIPING MUST BE ROUTED AROUND THE FOOTPRINT OF THE ELECTRICAL EQUIPMENT. DRIP PAN SHALL DISCHARGE INTO AN APPROVED FIXTURE.

PROVIDE FLOW CONTROL DEVICES ON LAVATORIES.

PROVIDE ALL FIXTURES WITH STOP VALVES. STOP VALVES MAY BE INTEGRAL WITH SUPPLY FITTINGS.

WRAP HOT WATER SUPPLY PIPING AND WASTE DRAIN LINES AT EACH ACCESSIBLE LAVATORY AND SINK WITH 1/2" THICK POLYETHYLENE PIPE INSULATION (R-3.21).

PROVIDE HOSE BIBBS WITH NON-REMOVABLE VACUUM BREAKERS.

INSTALL ALL VENTS AND FLUE OUTLETS 10'-0" MINIMUM FROM ANY FRESH AIR INTAKES.

PLUMBING CONTRACTOR SHALL INSTALL ALL CLEANOUTS TO BE GAS TIGHT.

SET SLOPES OF NEW SEWER LINES TO MATCH EXISTING INVERT ELEVATION. MINIMUM DRAINAGE SYSTEM SLOPE SHALL BE 1/4" : 12".

ROUTE ALL UNDER FLOOR AND ABOVE CEILING PIPING AS REQUIRED TO MISS STRUCTURAL MEMBERS AND FOOTINGS.

CORE DRILL THROUGH EXISTING CONCRETE WALLS WHERE REQUIRED TO INSTALL OR REROUTE PLUMBING WORK. SEAL ALL PENETRATIONS AT ALL EXTERIOR WALLS TO BE WATER TIGHT.

SAWCUT EXISTING CONCRETE FLOOR SLABS AS REQUIRED FOR INSTALLATION OF UNDERGROUND PIPING. SEAL ALL PENETRATIONS AT FLOOR TO BE WATER TIGHT.

CAP EXISTING PIPING NOT REQUIRED FOR THE PLUMBING WORK INSTALLED ABOVE CEILINGS, BEHIND FINISHED WALLS OR BELOW FINISHED FLOOR.

INSTALL SHUT-OFF VALVES ON PIPING LOCATED IN WALLS, ABOVE CEILING, BEHIND FINISHED WALLS OR BELOW FINISHED FLOOR.

COORDINATE ANY CUTTING, PATCHING, TRENCHING CONCRETE SAW CUTTING AND CORE BORING WITH OTHER CONTRACTORS.

PROVIDE TRAP PRIMERS AND OR TRAP SEALS FOR ALL FLOOR DRAINS.

PROVIDE WATER PIPING. ABOVE GROUND WATER PIPING SHALL BE TYPE "M" HARD COPPER TUBING. JOINTS SHALL BE CONNECTED WITH LEAD FREE SOLDER. BELOW GROUND WATER PIPING SHALL BE TYPE "L" SOFT COPPER TUBING. JOINTS BELOW GROUND SHALL BE SIL-FLOS. REFER TO PLUMBING PLAN FOR PIPE SIZE AND LOCATION.

INSTALL ACRYLONITRILE BUTADIENE STYRENE (ABS - PIPE SCHEDULE 40, ASTM D-2661) FOR DWV ABOVE AND BELOW GROUND. PIPE SHALL COMPLY WITH ASTM A 888 OR CISPI 301. REFER TO PLUMBING PLAN FOR PIPE SIZE AND LOCATION.

ABS/PVC VENT TERMINATIONS UP THROUGH THE ROOF EXPOSED TO SUNLIGHT ARE REQUIRED TO BE PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS, PER CPC 906.1.

VENT PIPE RISE (CPC-905.3 ). UNLESS PROHIBITED BY STRUCTURAL CONDITIONS, EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN 6 INCHES ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE

OFFSETTING HORIZONTALLY, AND WHERE TWO OR MORE VENT PIPES CONVERGE, EACH SUCH VENT PIPE SHALL RISE TO A POINT NOT LESS THAN 6 INCHES IN HEIGHT ABOVE THE FLOOD-LEVEL RIM OF THE PLUMBING FIXTURE IT SERVES BEFORE BEING CONNECTED TO ANY OTHER VENT. VENTS LESS THAN 6 INCHES ABOVE THE

FLOOD-LEVEL RIM OF THE FIXTURE SHALL BE INSTALLED WITH APPROVED DRAINAGE FITTING , MATERIAL, AND GRADE TO THE DRAIN.

GENERAL CONTRACTOR TO VERIFY ON SITE AS EARLY AS POSSIBLE TO VERIFY IF A PRESSURE BOOSTER PUMP IS REQUIRED.

PER 701.2(6) OF THE 2022 CPC, CAST-IRON SOIL PIPE AND FITTING AND THE STAINLESS-STEEL COUPLINGS USED

TO JOIN THESE PRODUCTS SHALL BE LISTED AND TESTED IN ACCORDANCE WITH THE STANDARDS MARKED IN TABLE 701.2. SUCH PIPING AND FITTING SHALL BE MARKED WITH THE COUNTRY OF ORIGIN, MANUFACTURER'S

NAME OR REGISTERED TRADEMARK AS DEFIED IN THE PRODUCT STANDARDS, THE THIRD PARTY CERTIFIER'S MARK, AND THE CLASS OF THE PIPE OR FITTING.

PLUMBING FIXTURE CONNECTIONS

FIXTURES
WASTE
VENT

COLD WATER HOT WATER

BRANCH OUTLET BRANCH OUTLET BRANCH OUTLET

COMMERCIAL
WATER CLOSET 3" 3" 3" 3/4" 1/2" -- --
URINAL 2" 2" 1-1/2" 3/4" 1/2" -- --
LAVATORY 2" 1-1/2" 1-1/2" 3/4" 1/2" 3/4" 1/2"
DRINKING FOUNTAIN 2" 1-1/2" 1-1/2" 3/4" 1/2" -- --
SINK 2" 2" 1-1/2" 3/4" 1/2" 3/4" 1/2"
MOP SINK 3" 3" 2" 3/4" 1/2" 3/4" 1/2"
HAND SINK 2" 1-1/2" 1-1/2" 3/4" 1/2" 3/4" 1/2"
TRAP PRIMER -- -- -- 1/2" 1/2" -- --
FLOOR DRAIN 2" 2" 2" -- -- -- --
FLOOR SINK 2" 2" 1-1/2" -- -- -- --
3-COMP SINK 3" 2" 1-1/2" 3/4" 1/2" 3/4" 1/2"
2-COMP SINK 3" 2" 1-1/2" 3/4" 1/2" 3/4" 1/2"

ROD SIZING SUPPORT TABLE
PER 2022 CPC TABLE 313.6:

PIPE AND TUBE SIZE (INCHES) ROD SIZE (INCHES)
1/2 -- 4 3/8
5 -- 8 1/2
10 -- 12 5/8

PLUMBING HANGERS & SUPPORTS
PER 2022 CPC TABLE 313.3:

MATERIALS TYPES OF JOINTS HORIZONTAL VERTICAL
CAST

LEAD & OAKUM
5 FEET, EXCEPT 10 FEET
WHERE 10 FOOT LENGTHS
ARE INSTALLED (1,2,3)

BASE AND EACH FLOOR,
NOT TO EXCEED 15 FEET.

COMPRESSION
GASKET

EVERY OTHER JOINT, UNLESS
OVER 4 FEET THEN SUPPORT
EACH JOINT (1,2,3)

BASE AND EACH FLOOR,
NOT TO EXCEED 15 FEET.

CAST-IRON HUBLESS SHIELDED COUPLING

EVERY OTHER JOINT, UNLESS
OVER 4 FEET THEN SUPPORT
EACH JOINT (1,2,3,4)

BASE AND EACH FLOOR,
NOT TO EXCEED 15 FEET

COPPER TUBE & PIPE SOLDERED OR BRAZED
1-1/2 INCHES AND
SMALLER, 6 FEET; 2 INCHES
AND LARGER, 10 FEET

EACH FLOOR, NOT TO
EXCEED 10 FEET (5)

STEEL AND BRASS PIPE

FOR WATER OR DWV

THREADED OR
WELDED
1/4 INCH AND SMALLER, 10
FEET; 1 INCH AND LARGER,
12 FEET

EVERY OTHER FLOOR, NOT
TO EXCEED 25 FEET (5)

STEEL , BRASS, AND

TINNED COPPER PIPE

FOR GAS

THREADED OR
WELDED
1/2 INCH, 6 FEET; 3/4 INCH
AND 1 INCH, 8 FEET; 1-1/4
INCHES AND LARGER, 10
FEET
1/2 INCH, 6 FEET; 3/4 INCH
AND 1 INCH, 8 FEET; 1-1/4

INCHES EVERY FLOOR LEVEL
SCHEDULE 40 PVC AND

ABS DWV SOLVENT CEMENTED
ALL SIZES, 4 FEET; ALLOW
FOR EXPANSION EVERY 30
FEET (3,6)

BASE AND EACH FLOOR,

PROVIDE MID-STORY
GUIDES; PROVIDE FOR
EXPANSION EVERY 30 FEET
(6)

CPVC SOLVENT CEMENTED
1 INCH AND SMALLER, 3
FEET; 1-1/4 INCHES AND
LARGER, 4 FEET
BASE AND EACH FLOOR;

PROVIDE MID-STORY
GUIDES (6)
LEAD WIPED OR BURNED CONTINUOUS SUPPORT NOT TO EXCEED 4 FEET

COPPER MECHANICAL IN ACCORDANCE WITH STANDARDS ACCEPTABLE TO THE

AUTHORITY HAVING JURISDICTION

STEEL AND BRASS MECHANICAL IN ACCORDANCE WITH STANDARDS ACCEPTABLE TO THE

AUTHORITY HAVING JURISDICTION
PEX

COLD EXPANSION,

INSERT AND

COMPRESSION
1 INCH AND SMALLER, 32
INCHES; 1-1/4 INCHES AND
LARGER, 4 FEET
BASE AND FLOOR; PROVIDE

MID-STORY GUIDES

PEX-AL-PEX METAL INSERT AND

METAL COMPRESSION
1/2" (ALL SIZES 98")
3/4" (ALL SIZES 98")
1" (ALL SIZES 98")
BASE AND FLOOR; PROVIDE

MID-STORY GUIDES

PE-AL-PE METAL INSERT AND

METAL COMPRESSION
1/2" (ALL SIZES 98")
3/4" (ALL SIZES 98")
1" (ALL SIZES 98")
BASE AND FLOOR; PROVIDE

MID-STORY GUIDES

POLYPROPYLENE (PP)

FUSION WELD
(SOCKET, BUTT,

SADDLE,

ELECTROFUSION),

THREADED (METAL

THREADS ONLY), OR

MECHANICAL
1 INCH AND SMALLER, 32
INCHES; 1-1/4 INCHES AND
LARGER, 4 FEET
BASE AND EACH FLOOR;

PROVIDE MID-STORY
GUIDES
FOR SI UNITS: 1 INCH = 25.4 MM, 1 FOOT = 304.8 MM
NOTES:

1. SUPPORT ADJACENT TO JOINT, NOT TO EXCEED 18 INCHES (457 MM).

2. BRACE NOT TO EXCEED 40 FOOT (12 192 MM) INTERVALS TO PREVENT HORIZONTAL MOVEMENT.

3. SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION.

4. HANGERS SHALL NOT BE PLACED ON THE COUPLING.

5. VERTICAL WATER LINES SHALL BE PERMITTED TO BE SUPPORTED IN ACCORDANCE WITH RECOGNIZED

ENGINEERING PRINCIPLES WITH REGARD TO EXPANSION AND CONTRACTION, WHERE FIRST APPROVED BY THE AUTHORITY HAVING JURISDICTION.

6. SEE THE APPROPRIATE IAPMO INSTALLATION STANDARD FOR EXPANSION AND OTHER SPECIAL REQUIREMENTS.

PLUMBING PLAN SYMBOLS

BACK FLOW PREVENTION DEVICE

COLD WATER PIPE BALL VALVE

COLD WATER PIPE GATE VALVE

COLD WATER PIPE RISERS

COLD WATER PIPE POINT OF CONNECTION
COLD WATER PIPE 1/2" DIAMETER.

COLD WATER PIPE 3/4" DIAMETER.

COLD WATER PIPE 1" DIAMETER.

COLD WATER PIPE 1-1/4" DIAMETER.

COLD WATER PIPE 1-1/2" DIAMETER.

COLD WATER PIPE 2" DIAMETER.

COLD WATER PIPE 3" DIAMETER.

COLD WATER PIPE 4" DIAMETER.

COLD WATER PIPE 6" DIAMETER.

HOT WATER PIPE BALL VALVE

HOT WATER PIPE GATE VALVE

HOT WATER PIPE RISERS

HOT WATER PIPE POINT OF CONNECTION
HOT WATER PIPE 1/2" DIAMETER.

HOT WATER PIPE 3/4" DIAMETER.

HOT WATER PIPE 1" DIAMETER.

HOT WATER PIPE 1-1/4" DIAMETER.

HOT WATER PIPE 1-1/2" DIAMETER.

HOT WATER PIPE 2" DIAMETER.

HOT WATER PIPE 3" DIAMETER.

HOT WATER PIPE 4" DIAMETER.

HOT WATER PIPE 6" DIAMETER.

WASTE PIPE RISERS

WASTE PIPE FLOOR CLEAN OUT

WASTE PIPE WALL CLEAN OUT

WASTE PIPE POINT OF CONNECTION
WASTE PIPE 1-1/2" DIAMETER.

WASTE PIPE 2" DIAMETER.

WASTE PIPE 3" DIAMETER.

WASTE PIPE 4" DIAMETER.

WASTE PIPE 6" DIAMETER.

VENT PIPE RISERS

VENT PIPE POINT OF CONNECTION
VENT PIPE 1-1/2" DIAMETER.

VENT PIPE 2" DIAMETER.

VENT PIPE 3" DIAMETER.

VENT PIPE 4" DIAMETER.

VENT PIPE 6" DIAMETER.

PLUMBING PIPE TAG
CW
CW
CW
1/2 CW
3/4 CW
1 CW
1-1/4 CW
1-1/2 CW
2 CW
3 CW
4 CW
6 CW
HW
HW
HW
1/2 HW
3/4 HW
1 HW
1-1/4 HW
1-1/2 HW
2 HW
3 HW
4 HW
6 HW
FCO
WCO
WASTE
1-1/2 W
2 W
3 W
4 W
6 W
VTR
VENT
DIA
CW

INSULATION SCHEDULE

SYSTEM OPERATING
TEMP INSULATION TYPE PIPE SIZE INS. THICKNESS NOTES

DOMESTIC HOT

WATER, HOT WATER

RECIRCULATING
(ABOVE GRADE)
105 F TO 140 F GLASS FIBER
1/2" 1/2"
13/4" 1"
1" - 1-1/2" 1-1/2"
2" AND UP 2"

DOMESTIC COLD
WATER 40°F - 60°F GLASS FIBER
1/2" - 1-1/2" 1/2"
1 2" AND UP 1"

HVAC EQP
CONDENSATE INTERIOR GLASS FIBER ALL 1/2" 1

ROOF & OVERFLOW

DRAIN - DRAIN BODY
ONLY
ALL

FLEXIBLE

FIBERGLASS

DUCT WRAP
ALL 1/2" 1
NOTES:

1. MAXIMUM FLAME SPREAD INDEX = 25, MAXIMUM SMOKE DEVELOPED INDEX = 50.

PLUMBING MATERIAL SCHEDULE

TYPE LOCATION
PIPING

TYPE L COPPER

TYPE M COPPER

CAST IRON NO
HUB
SCHEDULE 40
GALV
SCHEDULE 40

BLACK STEEL

PVC SCHEDULE
40 PVC SCHEDULE
80 ABS
WATER

INTERIOR

EXTERIOR
WASTE

INTERIOR

EXTERIOR

INDIRECT WASTE

INTERIOR

EXTERIOR
VENT

INTERIOR

EXTERIOR

IRRIGATION

INTERIOR

EXTERIOR

NATURAL GAS

INTERIOR

EXTERIOR
SUMP

INTERIOR

EXTERIOR

CONDENSATE

INTERIOR

EXTERIOR
(E) WATER & WASTE CALCULATIONS
FIXTURE TYPE NO.

WASTE WATER

FU TOTAL FIXTURE TOTAL COLD HOT

FU WSFU FU FU
BOTTLE FILLING STATION 0 0.50 0.00 0.50 0.00 0.00 0.00
CLOTHES WASHER 0 3.00 0.00 4.00 0.00 0.00 0.00
COMBINATION EYEWASH/SHOWER 0 0.00 0.00 30.00 0.00 0.00 0.00 DISHWASHER 0 2.00 0.00 1.50 0.00 0.00 0.00
DRINKING FOUNTAIN 0 0.50 0.00 0.50 0.00 0.00 0.00
FLOOR DRAIN 0 2.00 0.00 0.00 0.00 0.00 0.00
FLOOR SINK RECEPTOR 0 3.00 0.00 0.00 0.00 0.00 0.00
HOSE BIBB (FIRST) 0 0.00 0.00 2.50 0.00 0.00 0.00
HOSE BIBB (EACH ADDITIONAL) 0 0.00 0.00 1.00 0.00 0.00 0.00 LAVATORY (SINGLE) 3 1.00 3.00 1.00 3.00 2.25 2.25
MOP SINK 1 3.00 3.00 3.00 3.00 2.25 2.25
SHOWER 0 2.00 0.00 2.00 0.00 0.00 0.00
SINK (3-COMPARTMENT) 1 3.00 3.00 3.00 3.00 2.25 2.25
SINK (2-COMPARTMENT) 0 2.00 0.00 2.00 0.00 0.00 0.00
SINK (HAND) 1 2.00 2.00 2.00 2.00 1.50 1.50
SINK (KITCHEN) 1 2.00 2.00 2.00 2.00 1.50 1.50
TRENCH DRAIN ≤ 40' 0 2.00 0.00 0.00 0.00 0.00 0.00
TRENCH DRAIN > 40' 0 3.00 0.00 0.00 0.00 0.00 0.00
URINAL (1.0 GPF) 0 2.00 0.00 4.00 0.00 0.00 0.00
WATER CLOSET (1.28 TANK) 3 4.00 12.00 2.50 7.50 7.50 0.00 WATER CLOSET (1.28 FLUSH VALVE) 0 4.00 0.00 5.00 0.00 0.00 0.00 TOTAL FIXTURE UNITS (FU): 25.00 20.50 17.25 9.75
EQUIVALENT COLD WATER FLOW RATE (GPM) CHART A 103.1 (2): 36.50 MINIMUM REQUIRED WATER PIPE SIZE (INCHES): 2.00
MINIMUM REQUIRED WASTE PIPE SIZE (INCHES): 4.00
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/24/2023
--
2HEALTH PC 08/23/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
1PC-01 07/07/2023
P1.11

PLUMBING COVER SHEET
(E) ADJACENT TENANT SPACE
(NOT IN SCOPE)

FUTURE MANUFACTURING

TENANT SPACE
(UNDER SEPARATE PERMIT

NOT IN SCOPE)
(E)LAV
(E)WC
(E)HS
(E)LAV
(E)WC
KS
(E)3-CS
(E)MS
(E)LAV
(E)WC
SCALE:
1PLUMBING DRAIN, WASTE & VENT PLAN
0 8'
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/24/2023
--
2HEALTH PC 08/23/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
1PC-01 07/07/2023
P2.11

PLUMBING DRAIN, WASTE & VENT PLAN

KEYNOTES
1 EXISTING PLUMBING AND FIXTURES - TO REMAIN.
2 KITCHEN SINK TO BE TIED INTO EXISTING PLUMBING. REVISE PLUMBING AS NEEDED 3 SLOPE ALL WASTE PIPING UNDER SLAB AT 1/4" PER FOOT TO THE POINT OF CONNECTION.
4 ALL WASTE PIPING SHALL BE ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE FOR DWV UNDER FLOOR IN ALL AREAS.

PLUMBING FIXTURES

FIXTURE UNIT LOAD VALUES

FIXTURE TYPE
WASTE
FU
BOTTLE FILLING STATION 0.50
CLOTHES WASHER 3.00
COMBINATION EYEWASH/SHOWER 0.00
DISHWASHER 2.00
DRINKING FOUNTAIN 0.50
FLOOR DRAIN 2.00
FLOOR SINK RECEPTOR 3.00
HOSE BIBB (FIRST) 0.00
HOSE BIBB (EACH ADDITIONAL) 0.00
LAVATORY (SINGLE) 1.00
MOP SINK 3.00
SHOWER 2.00
SINK (3-COMPARTMENT) 3.00
SINK (2-COMPARTMENT) 2.00
SINK (HAND) 2.00
SINK (KITCHEN) 2.00
TRENCH DRAIN ≤ 40' 2.00
TRENCH DRAIN > 40' 3.00
URINAL (1.0 GPF) 2.00
WATER CLOSET (1.28 TANK) 4.00
WATER CLOSET (1.28 FLUSH VALVE) 4.00
1 1
2 3
4 (E)WC
(E)LAV
KS
(E)MS
(E)3-CS
(E)HS
(E)WH
(E)LAV
(E)LAV
(E)WC
(E)WC
(E) ADJACENT TENANT SPACE
(NOT IN SCOPE)

FUTURE MANUFACTURING

TENANT SPACE
(UNDER SEPARATE PERMIT

NOT IN SCOPE)
SCALE:
1PLUMBING SUPPLY PLAN
0 8'
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/24/2023
--
2HEALTH PC 08/23/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
1PC-01 07/07/2023
P3.11

PLUMBING SUPPLY PLAN

PLUMBING FIXTURES

FIXTURE UNIT LOAD VALUES

FIXTURE TYPE
WATER

FIXTURE COLD HOT

FU FU FU
BOTTLE FILLING STATION 0.50 0.50 0.00
CLOTHES WASHER 4.00 3.00 3.00
COMBINATION EYEWASH/SHOWER 30.00 22.50 22.50
DISHWASHER 1.50 1.13 1.13
DRINKING FOUNTAIN 0.50 0.50 0.00
FLOOR DRAIN 0.00 0.00 0.00
FLOOR SINK RECEPTOR 0.00 0.00 0.00
HOSE BIBB (FIRST) 2.50 2.50 0.00
HOSE BIBB (EACH ADDITIONAL) 1.00 1.00 0.00
LAVATORY (SINGLE) 1.00 0.75 0.75
MOP SINK 3.00 2.25 2.25
SHOWER 2.00 1.50 1.50
SINK (3-COMPARTMENT) 3.00 2.25 2.25
SINK (2-COMPARTMENT) 2.00 1.50 1.50
SINK (HAND) 2.00 1.50 1.50
SINK (KITCHEN) 2.00 1.50 1.50
TRENCH DRAIN ≤ 40' 0.00 0.00 0.00
TRENCH DRAIN > 40' 0.00 0.00 0.00
URINAL (1.0 GPF) 4.00 4.00 0.00
WATER CLOSET (1.28 TANK) 2.50 2.50 0.00
WATER CLOSET (1.28 FLUSH VALVE) 5.00 5.00 0.00

KEYNOTES
1 EXISTING PLUMBING AND FIXTURES - TO REMAIN.
2 KITCHEN SINK TO BE TIED INTO EXISTING PLUMBING. REVISE PLUMBING AS NEEDED 3 WATER PIPING. ABOVE GROUND WATER PIPING SHALL BE TYPE "L" OR "M" HARD COPPER TUBING. JOINTS SHALL BE CONNECTED WITH LEAD FREE SOLDER. BELOW GROUND WATER PIPING SHALL BE TYPE "K" HARD COPPER TUBING. JOINTS BELOW GROUND SHALL BE SIL-FLOS. REFER TO PLUMBING PLAN FOR PIPE SIZE AND LOCATION.
4 EXISTING AOSMITH DEN-66110 9 KW TANK WATER HEATER
5 EXISTING HOT WATER CONNECTION.
6 EXISTING COLD WATER CONNECTION.
1 2
3 4
1 5
6 2
2 PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/17/2023
--
1PC-01 07/07/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
EN.1
TITLE-24 ENERGY COMPLIANCE FORMS
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/17/2023
--
1PC-01 07/07/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
EN.2
TITLE-24 ENERGY COMPLIANCE FORMS
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/17/2023
--
1PC-01 07/07/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
EN.3
TITLE-24 ENERGY COMPLIANCE FORMS
PROJECT: 2022022502
A NEW PROJECT FOR:
13467 DALEWOOD STREET
BALDWIN PARK, CA 91706
APN: 8559-003-018
RD x CATALYST BALDWIN PARK LLC
SHEET:

TITLES:

SHEET: SHEETSOF
DATE: 8/17/2023
--
1PC-01 07/07/2023
I
N
T
EC
O
NO. C23563
REN. 7/23
E
S
TAT

FACF L I
RO
N
ES
SLI
E
E
C A
N
D A RC
RFP .

S
E
I
A
T
IT
H
A
ARCHITECT'S APPROVAL:

A R C H I T E C T U R E
& E N G I N E E R I N G
702 N DOHENY DRIVE
WEST HOLLYWOOD, CA 90069 &
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
(916) 209-9890
[email protected]
GRAPHIA.com

G R A P H I A
CLIENT:

SOUTH CORD HOLDINGS LLC
ATTN: ELLIOT LEWIS
6700 PACIFIC COAST HWY., STE. 201
LONG BEACH, CA 90803
PHONE: (562) 370-3780
EN.4
TITLE-24 ENERGY COMPLIANCE FORMS
1 January 31, 2024

VIA ELECTRONIC MAIL
Jordan Ferguson
T 310.229.0326
F 310.229.9901
[email protected]

Marco Martinez
City Attorney
City of Baldwin Park
14403 E. Pacific Avenue
Baldwin Park, CA 91706
[email protected]

Re: RD Baldwin Park – Outstanding Development Agreement Fees re 13467 Dalewood Mr. Martinez:

As you know, this firm represents RD Baldwin Park LLC (the “Owner”) with respect to the above -referenced Development Agreement dated December 29, 2017 (the “Development Agreement”). Owner hereby affirms that, pursuant to the terms of the Development Agreement, Owner owes fees to the City in the total amount of Six Hundred and Sixty-Eight Thousand Seven Hundred and 00/100 Dollars ($668,700.00).

Following discussions with the City, Owner has agreed to a payment pla n, in which outstanding fees will be paid to the City as follows:

1. One Hundred Twenty-Five Thousand and 00 /100 D ollars ($125,000.00), representing 20% of outstanding fees, shall be paid to the City prior to the City Council meeting a t which the C ity Council will consider approval of unrelated cannabis entitlement s to which Owner will maintain an interest pursuant to its separate application;

2. One Hundred Fifty-Eight Thousand Three Hundred Thirty- Three and 33/100 Dollars ($158,333.33) by December 31, 2024.

3. One Hundred Fifty-Eight Thousand Three Hundred Thirty- Three and 33/100 Dollars ($158,333.33) by December 31, 2025.

4. One Hundred Fifty-Eight Thousand Three Hundred Thirty- Three and 33/100 Dollars ($158,333.33) by December 31, 2026.

Provided all payments are timely made, the C ity has a greed to a 10% discount in the amount of Sixty-Eight Thousand Seven Hundred and 00/100 ($68,700.00), which is incorporated into the above calculation, such that Owner will have repaid its fees in full if all above payments are made by December 31, 2026.

Page 2 ends

Baldwin Park City CouncilFebruary 21, 2024

Baldwin Park City Council
February 21, 2024