City Council / Housing Authority
December 1, 2025

SCOPE OF WORK
PROPOSAL IS FOR THE CONSTRUCTION OF NEW, 25,309 SF, TYPE VB 100% AFFORDABLE HOUSING PROJECT WITH A TOTAL OF 35 APARTMENT UNITS. UNITS WILL INCLUDE 19 ONE BEDROOM UNITS 458 SF EA AND 16 TWO BEDROOMUNITS 568 SF EACH ALL MEETING THE STATE DEFINITION OF "LOW INCOME". 4 CONCESSIONS REQUESTED (4 ALLOWED) FOR 1) REDUCTION IN MINIMUM UNIT SIZE 2) COMMON AREA DEFINITION CHANGE FOR "PUBLIC SPACE" 3) SIDEYARD SETBACK REDUCED TO 5' AND 4) PARKING REDUCTION. WAIVERS REQUESTED FOR BUILDING HEIGHT INCREASE TO 60' AND BUILDING MASSING REQUIREMENTS. A TOTAL OF 19

AUTOMOTIVE PARKING SPACES INCLUDING TWO ADA COMPLIANT AND ONE EV CHARGING STATION AND 14 BIKE / SCOOTER PARKING.

OVERVIEW
1377 N. GAREY AVE. POMONA CA 91767
APN: 8339-027-015 & 8339-027-016
Lot: 17 & 18 BLOCK: "B"
ZONING: DOWNTOWN GATEWAY SEGMENT (T4)

COORIDOR SPECIFIC PLAN FOR GAREY AVE

NEIGHBORHOOD DISTRICT EDGE
RESIDENTIAL ZONE: R-4
DISTRICT: DISTRICT 1
CONSTRUCTION TYPE: V-A
OCCUPANCY: R2
LOT AREA: 20,424 SF
FIRE SPRINKERS: YES
HEIGHT LIMIT:

MAX ALLOWABLE HT: 3 STORIES (6 IN OVERLAY)
MAX HT WAIVER REQUETED: 3 STORIES ALLOWED, 4 STORIES PROPOSED PROVIDED MAX HT: 60'-0"
MAX ALLOWABLE BUILDING LENGTH 80', 68'-0" BUILDING LENGTH COMPL IES
EQUIPMENT MIN.: 10'-0" FROM EDGE OF ROOF
MASS 3L : 2H, 5L : 2H
MIN. UNIT SIZE: DEV. PLAN REVIEW HEARING REQUIRED:

DOWNTOWN GATEWAY SEGMENT BLUE
MF ALLOWED: MIN. 600 SF ONE BED (CONCESSION REQUESTED)
800 SF TWO BED (CONCESSION REQUESTED)
1000 SF THREE BED (N/A)
NUMBER. OF UNIT:

PROPOSED UNITS: 35
LOW INCOME: 100% = 35
TOTAL ALLOWABLE UNITS BY RIGHT: 19 DU (42 DU PER AC)
AFFORDABLE HOUSING UNIT INCREASE (PER DENSITY BONUS CHART): 80% = 35

DU ALLOWABLE
PROPOSED: 35 AFFORDABLE DU
SETBACKS:

REQ.D. SIDE YARD : 10'-0" REQ'D. (WITH DU WINDOWS)
PROVIDED SY: 5'-0" - (CONCESSION REQUESTED)
REQ.D. FRONT YARD : 5'-0" / 15'-0"
PROVIDED FY: 5'-0", 5'-2", 11'-9"
REQ.D. REAR YARD : 10'-0"
PROVIDED RY: 48'-0"
COMMON LOBBY: MIN. 5'-0" SETBACK FROM FACADE
PROVIDED LOBBY: 6'-9" SEBACK FROM FACADE

GENERAL
APPLICABLE CODES:
- 2022 CALIFORNIA BUILDING CODE
- 2022 CALIFORNIA FIRE CODE
- 2022 CALIFORNIA ELECTRICAL CODE
- 2022 CALIFORNIA MECHANICAL CODE
- 2022 CALIFORNIA PLUMBING CODE
- TITLE 24 CALIFORNIA ENERGY CODE
- LOCAL MUNICIPAL CODE
JURISTICTIONAL AUTHORITY: CITY OF POMONA
- 2022 CALIFORNIA GREEN CODE
DEFERRED SUBMITTAL ITEMS (BY SEPARATE PERMIT):

ALL DEFERRED SUBMITTAL ITEMS ARE REQUIRED TO BE
SUBMITTED WITHIN 60 DAYS PRIOR TO INSTALLATION

1. ELEVATOR

2. EMERGENCY RESPONDER RADIO COVERAGE

3. FIRE ALARM SYSTERM & MONITORING

4. SOLAR PHOTOVOLTAIC SYSTEM

5. SIGNAGE

6. AUTOMATIC SPRINKLER SYSTEM NFPA-13

PARKING
PARKING REQUIRED:
1 PK PER STUDIO

1.2 PK PER 1 BED
2 PK PER 2 BED
3+ PER BED = .5
1 GUEST PK PER 4
PARKING MIN. 5'-0" FROM SIDEWALK
1 TREE PER 5 PARKING (ISLAND)
PARKING PROVIDED:
19 PK, (2 ADA STALL, AND 1 EV)
BICYCLE PARKING:

LONG TERM BICYCLE PARKING PROVIDED = 8
SHORT TERM BICYCLE PARKING PROVIDED = 6

BUILDING CONSTRUCTION
FIRE RESISTIVE REQUIREMENTS:

Type VA (Table 602.1)
Structural Frame: Load-Bearing
Wood Frame
Bearing Walls - Exterior Load-Bearing
Wood Frame
Bearing Walls - Interior Non-Bearing
Wood Frame
Floor TJI Joist-
Framed Floor
Roof TJI Joist-
Framed Floor

BUILDING AREAS TYPE VA
Allowable Area (506.2) & Area Modifications:
(see A100.4)
Tabular Floor Area for Each Occ. (Table 506.2):

Total Allowable Building Area per Story:

Proposed Areas per Story:

First Floor:

Second Floor:

Third Floor:

Fourth Floor:

TOTAL:

Rating
Required:
1 Hrs
1 Hrs
1 Hrs
1 Hrs
1 Hrs
Rating
Provided:
1 Hrs
1 Hrs
1 Hrs
1 Hrs
1 Hrs
Tested
Assembly
Number:
-
Ref. A700
Not Req.

Ref. A702
Not Req.

Occ: R-2
VA CONSTR.
36,000 SF
36,000 SF
Allowable:
-
36,000 SF
36,000 SF
36,000 SF
36,000 SF

BUILDING FIRE DETECTION & SUPPRESSION
Provided: Yes
Sprinkler System:

Fire Alarm System:

Standpipe System:

Smoke Detection System:

Notes & Provisions:

Type / Class Required or Areas of
Optional Coverage:

NFPA 13 Required, 903.2 100%
NFPA 72 Required, 907.2.13 100%
NFPA 14 Required, 905.3 100%
NFPA 13 Required, 907.2.13.1 100%

1. SPRINKLER & ALARM SYSTEMS TO BE AN APPROVE SUPERVISING STATION IN ACCORDANCE WITH NFPA 72

2. SEPARATE PERMIT & APPROVAL REQUIRED BY FIRE MARSHAL FOR SPRINKLER SYSTEM ALTERATIONS.

3. PROVIDE TWO WAY COMMUNICATION SYSTEM AT ELEVATOR

LOBBIES, CONNECTED TO AND MONITORED W/ BUILDING ALARM
SYSTEM.

4. AFTER SPRINKLER BRANCH PIPING AS REQUIRED TO MAINTAIN 100% COVERAGE WITH NEW INTERIOR PARTITION LAYOUTS.

CONSTRUCTION TYPE: TYPE V-A
BUILDING HEIGHT (TABLE 504.3): ALLOWED: 3 STORIES. PROPOSED: 4 STORIES SPRINKLERED: YES
SPRINKLERS USED TO INCREASE STORIES (504.3): YES
BASEMENT: NO
MAXIMUM ALLOWABLE # OF STORIES PER CBC TABLE 504.4
(R2, TYPE V-A, SPRINKLERED): 4 STORIES
PROPOSED MAX # OF STORIES: 4
MAXIMUM COMMON PATH OF EGREES PER CBC TABLE 1006.2.1
(R2, SPRINKLERED) 125', (A, SPRINKLERED) 100', (S2, SPRINKLERED) 100' EXIT ACCESS TRAVEL DISTANCE PER CBC TABLE 1017.2
(R2, SPRINKLERED) 250', (A, SPRINKLERED) 300', (S2, SPRINKLERED) 400'6,716 SF 6,297 SF
6,314 SF
5,982 SF
25,309 SF
Occ: B
IA CONSTR.

UL
UL
Allowable:

UL
Occ: S-2
IA CONSTR.

UL
UL
Allowable:

UL

PRIVATE OPEN SPACE / PUBLIC OPEN SPACE
PRIVATE OPEN AREA REQUIRED: (60 SQ. FT. PER UNIT)
35 x 60 = 2,100 SQ. FT.

PRIVATE OPEN AREA PROVIDED:
2,170 SQ. FT.

PUBLIC OPEN AREA REQUIRED: (15% OF LOT AREA)
LOT AREA 20,424 x 15 = 3,064 SQ. FT.

PUBLIC OPEN AREA PROVIDED:
3,229 SQ. FT.

SHEET INDEX

NUMBER SHEET ISSUE DATE

GENERAL
000 COVER 06/20/2024
001 PROJECT DATA 06/20/2024
002 PROJECT DATA 06/20/2024
003 RENDERINGS 06/20/2024
050 SITE SURVEY 06/20/2024
051 SITEPLAN DEMOLITION 06/20/2024
052 LANDSCAPE PLAN 06/20/2024
053 GRADING SITEPLAN 06/20/2024
054 FENCE ELEVATIONS 06/20/2024
055 BUILDING AREA 06/20/2024
056 SITE PLAN - RADIUS MAP 11/06/2024

ARCHITECTURAL
A100.1 SITE PLAN 06/20/2024
A100.2 ENLARGED PLAN - SERVICE

EASEMENT
01/23/25
A100.3 AREA 07/15/25
A101 FLOOR PLAN - LEVEL 01 06/20/2024
A102 FLOOR PLAN - LEVEL 02 06/20/2024
A103 FLOOR PLAN - LEVEL 03 06/20/2024
A104 FLOOR PLAN - LEVEL 04 06/20/2024
A105 ROOF ACCESS PLAN 06/20/2024
A106 ROOF PLAN 06/20/2024
A107 LIGHTING PLAN 06/20/2024
A201 EXTERIOR ELEVATIONS 06/20/2024
A202 EXTERIOR ELEVATIONS 06/20/2024
A203 BUILDING MASSING 06/20/2024
A300 FULL BUILDING SECTIONS 06/20/2024
A400 ENLARGED PLANS 06/20/2024
A401 ENLARGED PLANS 06/20/2024
A501 ACCESSIBLE ELEVATOR
DETAIL
11/06/2024
A700 EXTERIOR WALL SYSTEMS 11/06/2024
A701 INTERIOR WALL SYSTEMS 11/06/2024
A800 DOOR SCHEDULE 11/06/2024
A802 WINDOW SCHEDULE 06/20/2024
A900 LIGHTING SPECS 06/20/2024
A901 RAILING 06/20/2024
Issue Date:

Project:

Original Issuance:
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
GG
CC
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
7/24/2025 2:43:25 PM
As indicated
7/24/2025 2:43:25 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt

N GAREY AVE
10/7/2024
1377 N GAREY AVE
23-1025
SOUTHLAND DEVELOPMENT CO. INC.
000
COVER
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
ATTACHMENT NO. 11

PLANNING NOTES
•
•
•
•
•
•
•

1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND

UNOBSTRUCTED ACCESS TO ANY WATER OF POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION

SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS

LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED

TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. NOTE SEPARATE PLUMBING PERMIT IS REQUIRED.

3. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION.

EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.

4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED

SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBENT SURFACE TO HEIGHT NO LESS THAN 72 INCHES ABOVE THE DRAIN INLET.

5. WATER HEATERS MUST BE STRAPPED TO A WALL.

6. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH

NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)

7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5 CHART NO. 5

8. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH

NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL.

9. ALL LIGHTS USED TO ILLUMINATE A PARKING AREA SHALL BE DESIGNED, LOCATED

AND ARRANGED SO AS TO REFLECT THE LIGHT AWAY FROM ANY STREET AND ANY

ADJACENT PREMISES

10. ALL PARKING AREAS AND GARAGES PROVIDED FOR THREE OR MORE DWELLING

UNITS OR GUEST ROOMS SHALL HAVE AN AVERAGE SURFACE ILLUMINATION OF NOT LESS THAN 0.2 FOOT-CANDLES.

11. A DISHWASHER THAT MEETS OR EXCEEDS THE ENERGY STAR(R) PROGRAM

REQUIREMENTS AND A REFRIGERATOR THAT MEETS OR EXCEEDS THE ENERGY STAR PROGRAM REQUIREMENTS MUST BE INSTALLED.

12. A COPY OF THE EVALUATION REPORT AND OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.

13. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED

14. STANDARD 12” HIGH BERM IS REQUIRED AT TOP OR ALL GRADED SLOPES

15. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND

APPROVED THE BOTTOM EXCAVATION

16. MAN MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE UNLESS A LOWER RELATIVE COMPACTION NOT LESS THAN 90% MAX DRY DENSITY IS JUSTIFIED BY THE SOILS ENGINEER.

17. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTORS AND DEPARTMENT OF PUBLIC WORKS APPROVAL AND PROPOSED PROCEDURES.

18.METAL ADDRESS NUMBERS: APPROVED BUILDING ADDRESS NUMBERS, BUILDING

NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AND

MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBER SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.I

19. WATER EFFICIENCY AND CONSERVATION:FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL." (STATE ASSEMBLY BILL NO. 1881)

20. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN T803.11. SPECIFY INTERIOR WALL AND CEUING FINISH ON PLANS. {LAFC 803.3}

21. MATERIAL, OTHER THAN FOAM PLASTICS, USED AS INTERIOR TRIM SHALL HAVE A MIN EXCEED CLASS 10% C OF NAME THE WALL SPREAD OR AND CELLING AREA IN SMOKE-DEVELOPED WHICH IT IS INDEX ATTACHED. AND SHALL {LAFC 804.1}

22. CURTAINS, DRAPERIES, FABRIC HANGINGS, AND SIMILAR COMBUSTIBLE

DECORAUVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS SHALL NOT EXCEED 10% OF THE WALL OR CEILING AREA TO WHICH SUCH MATERIALS ARE ATTACHED. {LAFC 807.3}

23. IN EVERY GROUP A, E, I, R-1, R-2, AND R-2.1, ALL DRAPES, HANGINGS,CURTAINS, DROJ)6, AND ALL OTHER DECORATIVE MATERIAL SHALL BE MADE FROM A

NONFLAMMABLE MATERIAL OR TREATED AND MAINTAINED IN A FLAMERETARDANT

CONDITION BY MEANS OF A FLAME-RETARDANT SOLUTION OR PROCESS APPROVED BY THE OSFM. {TILLE 19, DIV 1, 3.08}

PLAN NOTES
SEE A400'S FOR ENLARGED UNIT PLANS
SEE A500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS,

ADA, AND CLEARANCES
ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH

SEE FINISH PLAN FOR FINISH MATERIAL

CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION = CBC 11 - 4.410.1
MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED.

FOR ALL ELEVATIONS - SEE CIVIL

PLAN LEGEND
60" TURNING RADIUS 30" X 48" CLEARANCE
60" DIA.
48"
30"

ACCESSIBILITY CLEARANCE FOR DOOR
4' - 8"
9' - 6"
4' - 4"
4' - 0"5' - 0"
.
12"
18" INT. 24"
EXT.
.

WITHIN DWELLING UNIT
4' - 5 3/4"
5' - 0"
NOT
REQ'D
18"
4' - 0"

PRIMARY / EXTERIOR / COMMON
3' - 0"
3' - 4"
3' - 2"3' - 6"
2' - 0"
32" MIN CLR

DOOR STOP
1 1/2" MIN
#
X-###

WALL SECTION

REFERENCE

EXTERIOR ELEVATION

REFERENCE

DIMENSION LINE

DOOR TAG

CENTERLINE

ROOM TAG
0GRID LINE

ELEVATION LABEL

INTERIOR ELEVATION

REFERENCE
8' - 2"

AREA TAG AREA NAME
150 SF

INTERIOR PARTITION

TYPE TAG

NORTH ARROW
0' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0"

GRAPHIC SCALE
#
X-###

BUILDING SECTION

REFERENCE
#
X-###

SPOT ELEVATION
A101
1 SIM

REVISION CLOUD

AND TAG
100'-0"

DETAIL CALLOUT

DETAIL ELEVATION

REFERENCE
X-#### #
#
#
#
X-###
VIEW REFERENCE /# X-###
1 KEYNOTE AND LEADER-
TYPE 1
07 2700 - SHEET

WATERPROOFING

KEYNOTE AND LEADER-
TYPE 2

WINDOW TAG

ARCHITECTURAL SYMBOLS LEGEND
X-###
#
#
#
#

FINISH TAG
N
??
EXT2B
##

ROOM NAME
####
D101

ROOM NAME
101
F-1 C-1
W-A
AC
BLDG
BM
CB
CI
COLB
CONC
CLR
D
DI
DG

EL OR ELEV
ENG
(E) OR EXIST
FD
FF
FG
FH
FL
FS
GB
GV
HP
ICV
INV
IRRIG
LBWD
LP
MAX
MH
MIN
MISC
(N)
NTS
OC
POC
PROP
PVC
R
REF
RET
S
SD
SMH
SPPWC
SSPWC
STD
STRG
TC
TP
TESC
VCP
W
VIF

ASPHALT CONCRETE

BUILDING

BENCHMARK

CATCH BASIN

CAST IRON

CITY OF LONG BEACH

CONCRETE
CLEAR

DIAMETER, DEPTH

DUCTILE IRON

DECOMPOSED GRANITE

ELEVATIONS

ENGINEERED

EXISTING

FLOOR DRAIN

FINISH FLOOR

FINISH GRADE

FIRE HYDRANT

FLOW LINE

FLOOR SINK

GRADE BREAK

GATE VALVE

HIGH POINT

IRRIGATION CONTROL VALVE
INVERT

IRRIGATION
LONG BEACH WATER DEPT.

LOW POINT

MAXIMUM

MANHOLE

MINIMUM

MISCELLANEOUS
NEW

NOT TO SCALE

ON CENTER

POINT OF CONNECTION

PROPOSED

POLYVINYL CHLORIDE
RADIUS

REFERENCE

RETAINING
SLOPE

STORM DRAIN

SEWER MANHOLE

STANDARD PLANS FOR PUBLIC

WORKS CONSTRUCTION

STANDARD SPECIFICATIONS FOR

PUBLIC WORKS

STANDARD

STORAGE

TOP OF CURB

TOP OF PLATE

TEMPORARY EROSION AND

SEDIMENT CONTROL

VITRIFIED CLAY PIPE
WATER

VERIFY IN FIELD

ABBREVIATION

1. CODES: ALL WORK PERFORMED SHALL CONFORM TO THE APPLICABLE LAWS INCLUDING BUT NOT LIMITED TO THE LATEST ADOPTED EDITIONS OF:

1. 2022 CBC CALIFORNIA BUILDING CODE

2. 2022 CFC CALIFORNIA FIRE CODE

3. 2022 CEC CALIFORNIA ELECTRICAL CODE

4. 2022 CMC CALIFORNIA MECHANICAL CODE

5. 2022 CPC CALIFORNIA PLUMBING CODE

6. TITLE 24 CALIFORNIA CODE OF REGULATIONS

7. 2022 LONG BEACH MUNICIPAL CODE.

2. DOCUMENTS & NOTIFY ARCHITECT PROMPTLY & BEFORE COMMENCING WORK IF KNOWN, OF ERRORS, OMISSIONS, & DISCREPANCIES: CONTRACTORS SHALL REVIEW

CONSTRUCTION ANY ERRORS, OMISSIONS, DISCREPANCIES IN THESE CONSTRUCTION DOCUMENTS, OR OF ADVERSE JOB CONDITIONS. THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS, OMISSIONS, DISCREPANCIES OR CONDITIONS NOT REPORTED IN WRITING TO THE ARCHITECT.

3. ORGANIZATION: DO NOT CONSTRUE THESE DOCUMENTS AS AN ATTEMPT BY THE

ARCHITECT TO ESTABLISH CONTRACT LIMITS BETWEEN THE OWNER & THE CONTRACTORS.

4. ESTABLISH CONTRACT LIMITS BETWEEN THE OWNER & THE CONTRACTORS.

PRACTICES OF THE TRADE.

A.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADE.

B. THE TERM "CONTRACTOR" AS USED HEREIN & ON THE DRAWINGS SHALL

ALSO BE APPLICABLE TO EACH SUBCONTRACTOR AS REQUIREMENTS PERTAIN TO HIS TRADE.

5. BEFORE COMMENCING WORK, EACH SUBCONTRACTOR SHALL VERIFY

MEASUREMENTS, LINES, GRADES, LOCATIONS, & DETAILS OF EXISTING FIELD CONDITIONS & NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES. STARTING OF

WORK BY A SUBCONTRACTOR DENOTES THAT THE UNDERSURFACE HAS BEEN INSPECTED & IS APPROVED BY THE SUBCONTRACTOR.

6. CONTRACTORS SHALL ADEQUATELY PROTECT ALL PUBLIC & PRIVATE PROPERTY & IMPROVEMENTS FROM DAMAGE OR INJURY. DAMAGED AREAS SHALL BE REPLACED IN GOOD CONDITION @ NO ADDITIONAL COST TO THE OWNER.

7. THE CONTRACTORS SHALL REPLACE ANY DEFECTIVE MATERIALS & CORRECT ANY

POOR WORKMANSHIP WITH NO ADDITIONAL COST TO THE OWNER, & SHALL REMEDY

ANY DEFECTS IN MATERIALS OR WORKMANSHIP WHICH APPEAR WITHIN A TWO YEAR PERIOD FROM THE DATE OF COMPLETION & ACCEPTANCE OF THE JOB.

8. THE CONTRACTORS SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT

INSURANCE & SERVICES OF EVERY KIND NECESSARY FOR THE PROPER EXECUTION OF ALL WORK AS SHOWN, & INDICATED ON THESE DRAWINGS.

9. PERMITS: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE BUILDING PERMIT. IF ANY SPECIAL PERMITS ARE REQUIRED FOR SUB TRADES, THE APPROPRIATE SUBCONTRACTOR SHALL OBTAIN THEM. THE OWNER WILL REIMBURSE ALL PERMITS. CONTRACTORS SHALL PAY ALL LICENSES & ROYALTIES & SHALL

DEFEND ALL SUITES OR CLAIMS FOR INFRINGEMENT OF ANY PATENT RIGHTS & SHALL HOLD THE OWNER HARMLESS FROM LOSS ON ACCOUNT THERE OF.

10. COORDINATION: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SETTING UP A

TIME SCHEDULE FOR ALL SUBCONTRACTORS & COORDINATING THEIR WORK IN A TIMELY MANNER. ALL WORKMANSHIP, SCHEDULING & PHASING SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING OWNER.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE JOB SITE CONDITIONS. SUBCONTRACTORS SHALL BE RESPONSIBLE TO CLEANUP THE AREAS OF THEIR WORK @ THE END OF EACH DAY. AT THE END OF THE JOB, THE

GENERAL CONTRACTOR SHALL ENSURE THAT ALL FINISHES ARE CLEAN AND FREE OF DEFECTS. ANY BROKEN, DAMAGED OR SUB-STANDARD MATERIALS OR FINISHES

SHALL BE REPLACED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER.

12. INSPECTIONS: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ARRANGING ALL NECESSARY PRIOR TO INSPECTIONS. INSPECTIONS FOR ALL SUBCONTRACTORS WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 24 HOURS

13. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.

DETAIL DRAWINGS SHALL TAKE PRECEDENCE OVER LARGER DRAWINGS.

14. THE OUTLINE SPECIFICATIONS ARE DIVIDED BY THE ARCHITECT FOR CONVENIENCE ONLY. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

DETERMINE WHAT TRADE IS RESPONSIBLE FOR EACH ITEM, & TO COMPLETE THE JOB IN ITS ENTIRETY. THE FOLLOWING OUTLINE SPECIFICATIONS INCLUDE ONLY MAJOR INFORMATION. IN THE ABSENCE OF MORE DETAILED SPECIFICATIONS, ALL MATERIALS & EQUIPMENT SHALL BE APPROVED BY THE ARCHITECT.

15. ALL MATERIALS SHALL BE NEW MATERIALS & OF THE HIGHEST QUALITY & ALL

SUBSTITUTIONS SHALL BE SUBMITTED FOR APPROVAL BY THE CONTRACTOR TO THE OWNER AND ARCHITECT PRIOR TO SIGNING THE CONSTRUCTION CONTRACT.

MATERIAL & PRODUCTS SHALL BE DELIVERED TO THE BUILDING SITE IN ORIGINAL PACKAGES. MATERIALS & PRODUCTS SHALL BE STORED OFF THE GROUND ON WOOD

BLOCKING IN AN UPRIGHT POSITION PROTECTED FROM THE ELEMENTS & IN A MANNER TO PREVENT MARRING OF FINISHES.

16. CHANGES: THE OWNER RESERVES THE RIGHT TO MAKE CHANGES, ADDITIONS, OR OMISSIONS IN THE PLANS & SPECIFICATIONS. THE COST OF SUCH WORK TO BE ADDED TO OR DEDUCTED FROM THE CONTRACT AS APPROVED CHANGE ORDERS.

CHANGE ORDERS MUST BE SIGNED BY THE OWNER, ARCHITECT & CONTRACTOR, PRIOR TO THE CHANGE IN WORK. IN CASE OF INCREASE, ADDITIONAL OVERHEAD & PROFIT WILL BE ALLOWED PER CONTRACT. ARCHITECT SHALL APPROVE ALL CHANGES IN WRITING PRIOR TO EXECUTION OF ANY CHANGE.

17. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO TYPICAL DETAILS SHOWN FOR PROSPECTIVE MATERIALS & SIMILAR CONDITIONS.

18. CONTRACTOR TO VERIFY WITH ELECTRICAL, MECHANICAL & PLUMBING

SUBCONTRACTORS, THE SIZE & LOCATION OF ALL OPENINGS REQUIRED FOR ALL PIPE

SLEEVES, ELECTRICAL CONDUITS, WATER & DRAINAGE PIPING & OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK.

19. FRAMING SUB-CONTRACTOR SHALL PROVIDE & INSTALL ANY NECESSARY BLOCKING, BACKING, FURRING, & ITEMS REQUIRING SAME. FRAMING FOR ELECTRICAL,

MECHANICAL & PLUMBING WORK, CABINETS, FIXTURES, & OTHER MISCELLANEOUS

20. ALL MATERIALS AND FINISHES SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE APPLICABLE BUILDING CODES, MANUFACTURER ’S SPECIFICATIONS AND TO THE COMPLETE SATISFACTION OF THE ARCHITECT AND THE OWNER.

21. THE CONTRACT DRAWINGS & SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE & DIRECT THE WORK & SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES & PROCEDURES. OBSERVATION VISITS TO THE SITE BY

FIELD REPRESENTATIVES OF THE ARCHITECT SHALL NOT INCLUDE INSPECTIONS OF

THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATIONS BY THE ARCHITECT DO NOT GUARANTEE THE GENERAL CONTRACTOR ’S PERFORMANCE & SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

GENERAL NOTES
“AS THE ARCHITECT/ENGINEER OF RECORD, I HAVE SELECTED

APPROPRIATE BMPS TO EFFECTIVELY MINIMIZE THE NEGATIVE
IMPACTS OF THIS PROJECT’S CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY. THE PROJECT OWNER AND CONTRACTOR ARE

AWARE THAT THE SELECTED BMP'S MUST BE INSTALLED, MONITORED, AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS. THE BMP'S NOT

SELECTED FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED NOT APPLICABLE TO THE PROPOSED CONSTRUCTION ACTIVITIES.”
___________________ ________________ _____________

NAME POSITION DATE
“I CERTIFY THAT THE PROPOSED WORK WILL NOT DESTROY OR

UNREASONABLY INTERFERE WITH ANY ACCESS OR UTILITY EASEMENT BELONGING TO OTHERS AND LOCATED WITHIN MY PROPERTY.

HOWEVER, IN THE EVENT SUCH WORK DOES DESTROY OR

UNREASONABLY INTERFERE WITH SUCH EASEMENT(S), A SUBSITUTE

EASEMENT(S) SATISFACTORY TO THE HOLDER(S) OF THE EASEMENT WILL BE PROVIDED”
____________________________ __________________________

SIGNATURE POSITION
_____________________________ __________________________

PRINT NAME DATE

NEW AND EXISTING 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 THE PROPERTY,
CONTRASTING WITH THEIR BACKGROUND. NUMBERS SHALL BE A
MINIMUM OF 5 INCHES. WHERE ACCESS IS BY MEANS OF A PRIVATE

ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY,

A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. (CFC 505.1)

I CERTIFY THAT THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA

OF ALTERATION, STRUCTURAL REPAIR OR ADDITION FROM THE PUBLIC

WAY OR ACCESSIBLE PARKING SPACE AS INDICATED ON THE PLANS DOES NOT INCLUDE STEPS OR A SLOPE EXCEEDING 1:20 EXCEPT WHERE ACCESS IS PROVIDED BY A RAMP WITH 1:12 MAXIMUM SLOPE,

ACCESSIBLE ELEVATOR OR OTHERWISE GRANTED BY AN
UNREASONABLE HARDSHIP EXEMPTION. I UNDERSTAND THAT IF THE

PRIMARY PATH OF TRAVEL IS FOUND NOT TO BE INDICATED,
SIGNIFICANT DELAYS MAY RESULT.

FURTHERMORE, I CERTIFY THAT THESE PLANS WERE PREPARED

UNDER MY DIRECT SUPERVISION AND THAT THE AREA OF SPECIFIC

ALTERATION, STRUCTURAL REPAIR, OR ADDITION INCLUDING A

PRIMARY ENTRANCE TO THE EXISTING BUILDING AND, WHEN

APPLICABLE, SANITATION FACILITIES, DRINKING FOUNTAINS, SIGNS AND

PUBLIC TELEPHONES SERVING AREAS COMPLIES WITH CURRENT CA TITLE 24 ACCESSIBILITY REQUIREMENTS.
__________________________________ __________________

SIGNATURE TITLE
__________________________________ __________________

PRINT NAME
MEASURING 5'X5' SQUARE FROM EXTERIOR FACE
OF BUILDING TO SURFACE OF GROUND: 708.5'

GRADE ELEVATION CALCULATIONS
BMP's
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
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S DE
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TC
CAR
TIH
C ILOF
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NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1/4" = 1'-0"
7/24/2025 2:43:27 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 001

PROJECT DATA
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

TOTAL COMBINED ROOF AREA = 11362SQFT
1704 SQFT SOLAR ZONE REQD - NO AREA LESS THAN 160SQFT
4 SOLAR ZONES AT 450SQFT = 1800SQFT PROVIDED

CONTRACTOR SHALL CONFIRM THAT ALL AREAS OF ROOF ARE PROVIDED WITH POSITIVE DRAINAGE.

ROOF PENETRATIONS SHALL BE FLASHED PER BUILDING AND
MANUFACTURES SPECIFICATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF SIZES AND

LOCATIONS OF ROOF OPENINGS, PLATFORMS, BASES, LIGHTING, POWER, CONVENIENCE OUTLETS, ETC., WITH EQUIPMENT BEING SUPPLIED.

ALL ROOFING MATERIALS TO BE INSTALLED AS PER MANUFACTURE'S RECOMMENDATIONS AND SPECIFICATIONS.

PROVIDE ROOF INSULATION PER T-24 SHEETS.

PROVIDE RAIN GUTTERS, DIVERTERS AND DOWNSPOUTS AS REQUIRED, REFER TO GRADING PLANS FOR DRAINAGE PATTERNS.

ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.

ALL NEW CRICKETS SHALL SLOPE MINIMUM 1/2" PER FOOT.

PROVIDE ROOF SCUPPER WITH OVERFLOW TO DOWNSPOUTS AS SHOWN ON LID PLAN.

PARAPET DIMENSIONS ARE SHOWN FROM FACE OF FINISH UNO.

G.C. TO VERIFY ALL DIMENSIONS AND CONTACT ARCHITECT IF ANY DISCREPANCIES EXIST, PRIOR TO COMMENCING WORK.

G.C. TO ASSURE ROOF INSTALLATION AND ALL PENETRATIONS TO BE FULLY WEATHERTIGHT.

ROOFING TO COMPLY WITH UBC STANDARDS 15-4 AND SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 15-B-2 (R902.1)
INSTALLED ROOFING OVER MINIMUM 30# UNDERLAYMENT.

THE QUALITY AND DESIGN OF ROOFING MATERIALS AND THEIR FASTENING

DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN CHAPTER 35, PART II (1507.1)

ALL MATERIALS SHALL BE DELIVERED IN PACKAGES BEARING THE MANUFACTURERS LABEL OR IDENTIFYING MARK.

THE ROOFING INSTALLER SHALL BE RESPONSIBLE FOR PROVIDING A

COMPLETE WATERPROOF INSTALLATION INCLUDING ALL NECESSARY FLASHING, CAPS, PIPE JACKS, OPENING PROTECTION AND SEALANTS. ALL ROOFING SHALL COMPLY WITH NRCA STANDARDS UBC CHAPTER 13.

VERIFY THAT ALL AREAS HAVE A POSITIVE 1/4" PER FOOT MIN. ROOF DRAINAGE PRIOR TO INSTALLATION.

DOWNSPOUTS ARE SIZED EITHER FOR UPC CODE AVERAGE 6"/ HOUR RAINFALL OR MINIMUM 8" INTERIOR DIA. - WHICHEVER IS GREATER.

PROVIDE PLYWOOD OR FELT CRICKETS AS REQUIRED TO MAINTAIN 1/2" PER FOOT DRAINAGE AT EQUIPMENT PADS AND ROOF HATCH.

INSTALLED ROOFING MATERIALS AS SOON AS POSSIBLE AFTER INSTALLATION

OF METAL ROOF DECK TO MINIMIZE EXPOSURE OF THE DECK TO MOISTURE SOURCES.

ALL EXPOSED ROOF METAL AND VENTS SHALL BE PRIMED AND PREPARED FOR PAINT FINISH. PAINT SHALL MATCH EXTERIOR WALL COLOR PER EXTERIOR FINISH SCHEDULE.

ALL/ANY ROOF PENETRATIONS SHALL BE MINIMUM 18" AWAY FROM AIR CONDITIONING UNITS AND A MINIMUM18" FROM OTHER PENETRATIONS.

VENTS THROUGH ROOF SHALL BE INSTALLED 10'-0" FROM AND TERMINATED 3'-0" ABOVE ANY FRESH AIR INTAKES.

OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES OF

AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPE OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION.

CONTRACTOR SHALL VERIFY THAT ALL GAS LINES CONDENSATION AND ALL CONDUIT LINES SHALL NOT EXTEND ABOVE ROOF SURFACES.

LEAD FLASHING SHALL BE USED AT ALL ROOF AND OVERFLOW DRAIN PENETRATIONS.

MATERIAL USED FOR ROOF SHEATHING: WOOD STRUCTURAL PANELS USED

FOR ROOF SHEATHING SHALL BE BONDED BY INTERMEDIATE OR EXTERIOR GLUE. (CBC 2320.12.9)
THE ROOF SHEATHING SHALL INCLUDE A RADIANT BARRIER.

THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO

ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE

POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER

LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC" (4.211.4 ENERGY CODE AND 110.10 LAFD REQUIREMENT NO. 96)

ROOF PLAN NOTES
EQUIPMENT ON ROOF CMC 2016 308.1.1-6,304

1. 2.

3. 4.

5. 6.

1. 2.

7. ENCLOSURES. EQUIPMENT ON ROOF SHALL BE DESIGNED OR ENCLOSED SO

AS TO WITHSTAND CLIMATIC CONDITIONS IN THE AREAS IN WHICH IT IS INSTALLED. WHERE ENCLOSURES ARE PROVIDED, EACH ENCLOSURE SHALL BE OF REASONABLE HEIGHT, AND SHALL HAVE AT LEAST A THIRTY (30) INCH (762 MM) CLEARANCE BETWEEN THE ENTIRE SERVICE ACCESS PANEL(S) OF THE EQUIPMENT AND THE WALL OF THE ENCLOSURE.

ROOF SUPPORT. ROOFS ON WHICH EQUIPMENT IS TO BE INSTALLED SHALL

BE CAPABLE OF SUPPORTING THE ADDITIONAL LOAD OR SHALL BE REINFORCED TO SUPPORT THE ADDITIONAL LOAD.

CORROSION RESISTANCE. ALL ACCESS LOCKS, SCREWS, AND BOLTS SHALL BE OF CORROSION-RESISTANT MATERIAL.

ROOF DRAINAGE. EQUIPMENT SHALL BE INSTALLED ON A WELL-DRAINED SURFACE OF THE ROOF.

GUARDS OR RAILS. AT LEAST SIX (6) FT. (1,829 MM) BETWEEN ANY PART OF

THE EQUIPMENT AND THE EDGE OF A ROOF OR SIMILAR HAZARD, OR RIGIDLY

FIXED RAIL, GUARDS, PARAPETS, OR OTHER BUILDING STRUCTURES AT LEAST FORTY-TWO (42) INCHES (1,067 MM) IN HEIGHT SHALL BE PROVIDED ON THE EXPOSED SIDE.

ELECTRICAL POWER. ALL EQUIPMENT REQUIRING AN EXTERNAL SOURCE OF ELECTRICAL POWER FOR ITS OPERATION SHALL BE PROVIDED WITH:

READILY ACCESSIBLE ELECTRICAL DISCONNECTING MEANS WITHIN SIGHT OF THE EQUIPMENT.

A 120 VAC GROUNDING-TYPE RECEPTACLE OUTLET ON THE ROOF
ADJACENT TO THE EQUIPMENT. THE RECEPTACLE OUTLET SHALL BE ON THE SUPPLY SIDE OF THE DISCONNECT SWITCH.

SERVICE AND ACCESS TO EQUIPMENT AND APPLIANCES. EQUIPMENT AND

APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION.

SUFFICIENT CLEARANCE SHALL BE MAINTAINED TO PERMIT CLEANING OF HEATING SURFACES; THE REPLACEMENT OF FILTERS, BLOWERS, MOTORS, BURNERS, CONTROLS, AND VENT CONNECTIONS; THE LUBRICATION OF MOVING PARTS WHERE NECESSARY; THE ADJUSTMENT AND CLEANING OF BURNERS AND PILOTS; AND THE PROPER FUNCTIONING OF EXPLOSION VENTS, IF PROVIDED. [NFPA 54-09:9.2.1] UNLESS OTHERWISE SPECIFIED, NOT LESS THAN THIRTY (30) I INCHES (762 MM) IN DEPTH, WIDTH, AND HEIGHT OF WORKING SPACE SHALL BE PROVIDED.

CLASS B - BUILT UP ROOFING-WHITE SURFACED

1. 2.

3. THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-

AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO

PERMINT INSTALLATION OF A BRANCH CIRCUIT OVER CURRENT PROTECTIVE DEVICE.

THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE

OVER CURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV

CHARCHING AS EV CAPABLE THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED EV CAPABLE.

A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE

DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10(B) TROUGH 110.10(C) SHALL BE PROVIDED TO THE OCCUPANT. (ENERGY CODE 110.10(D))
•
•
•
•
•
•
•

THE SOLAR ZONE IS AN ALLOCATED SPACE THAT IS UNSHADED, UN-PENETRATED, AND FREE OF OBSTRUCTIONS. IT SERVES AS A SUITABLE PLACE THAT SOLAR PANELS CAN BE INSTALLED AT A FUTURE DATE.

SOLAR ZONE CALCULATIONS
TOTAL ROOF AREA: 2541 SF
TOTAL AREA REQUIRED SOLAR ZONE (15%)
(2541 SF X 0.15) = 381 SF REQUIRED. SOLAR ZONE PROVIDED: 381 SF NOTE:

MINIMUM DIMENSION 5’-0”, 80 SF
NO OBSTRUCTIONS AND 2 TIMES HEIGHT OF OBSTRUCTION SETBACK.

MINIMUM 4’-0” CENTERLINE ACCESS PATH TO STAND PIPES, ROOF HATCHES, SKYLIGHTS OR VENT HATCHES.

SOLAR ZONE SHALL HAVE 4’-0” CLEAR PERIMETER ACCESS.

THE SOLAR ZONE SHALL BE ORIENTED BETWEEN 10 DEG. AND 270 DEG.

FROM THE NORTH. A MINIMUM OF 1” METALIC CONDUIT TERMINATION POINT FOR FUTURE SOLAR USE.

THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO

ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE

POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER

LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS “FOR FUTURE SOLAR ELECTRIC”

A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE

DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS L L 0.1 0(B) THROUGH L L 0. I 0( C) SHALL BE PROVIDED TO THE OCCUPANT.

SOLAR ZONE

MINIMUM VENT AREA
TOTAL ROOF AREA: XXXX
TOTAL AREA ROOF VENT. REQUIERED (1/150)
(XXXXX SF / 150) = XXXX SF
PROVIDED: XXXXX SF

1. EXTERIOR STUCCO:

A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER.

B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES C. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT.

2. EACH PANEL OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE

IDENTIFIED BY A MANUFACTURE'S DESIGNATION SPECIFYING WHO APPLIED THE

DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN: SECTION 2406 A. SWING DOORS.

B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD CLOSET FLOOR ASSEMBLIES.

C. STORM DOORS.

D. UNFRAMED SWING DOORS.

E. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.

F. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCHES(610MM) ARC OF EITHER

VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES(1525MM) ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONS.

G. FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS E AND F, WHICH

MEETS ALL OF THER FOLLOWING CONDITIONS(READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).

G.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SOFT(0.84M 2 )
G.2 EXPOSED BOTTOM EDGE LESS THAN 18 INCHES(457MM) ABOVE THE FLOOR.

G.3 EXPOSED TOP EDGE GREATER THAN 36 INCHES(914MM) ABOVE FLOOR.

G.4 ONE OR MORE WALKING SURFACE WITHIN 35 INCHES(914MM) HORIZONTALLY OF THE PLANE OF THE GLAZING.

H. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN- FILL PANELS.

I. WALLS AND FENCE ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:

I.1 THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES(1525MM) ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING.

I.2 THE GLAZING IS WITHIN 60 INCHES(1525MM) OF A SWIMMING POOL OR SPA WATER'S EDGE.

J. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE(READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).

K. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM

TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD(READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).

GYPSUM WALLBOARD (DRYWALL) 5/8":

1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE

PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLE AGENCIES.

2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED.

3. SINGLE-PLY APPLICATION.

1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING

MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL BE IN

MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVITY CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED.

2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVITY CONSTRUCTION.

FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROM EDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL

ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES

PERPENDICULAR TO SUPPORTS, AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVITY ASSEMBLIES. FASTENERS SHALL

BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD.

3. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER

OR WATER CLOSET COMPARTMENT WALLS , WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED.
4 WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS:

4.1. OVER A VAPOR RETARDER

4.2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS.

4.3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER.

5. PROVIDE 5/8" GYPSUM WALLBOARD @ ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ ALL INTERIOR CEILING SURFACES, U.N.O.

6. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING:

6.1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS.

6.2. FNISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH

6.3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS.

6.4.TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX-PORTLAND CEMENT MORTAR SET", NO HAND- SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL.

6.5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE

WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION.

NOTESFIRE/LIFE SAFETY NOTES

1. PROVIDE AN APPROVED CLASS I STANDPIPE SYSTEM IN
ACCORDANCE WITH BUILDING CODE & FIRE CODE SECTION 905.

2. EACH STANDPIPE SHALL BE EQUIPPED WITH AN APPROVED 2 1/2 INCH OUTLET NOT LESS THAN 2 FEET OR MORE THAN 4 FEET ABOVE THE FLOOR LEVEL OF EACH STORY. STANDPIPE OUTLETS IN STAIRWAY

ENCLOSURES OR SMOKEPROOF ENCLUSURES SHALL BE LOCATED SO

THAT THE EXIT DOORS DO NOT INTERFERE WITH THE USE OF THE OUTLET AND LOCATED ON THE MAIN STAIR LANDING. ALL OUTLETS SHALL BE EQUIPPED WITH AN APPROVED VALVE, CAP AND CHAINS.

FIRE CODE 905.4.3

3. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AND

MAINTAINED IN ALL OCCUPANCE GROUPS AND AT SUCH LOCATIONS AS REQUIRED BY FIRE CODE 906 AND CALIFORNIA CODE OF
REGULATIONS, TITLE 19, DIVISION 1, CHAPTER 3. THE FINAL NUMBER

AND LOCATION OF ALL EXTINGUISHERS SHALL BE DETERMINED BY THE LOCAL AREA FIRE INSPECTOR.

4. ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY

RECALL OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION IN ACCORDANCE WITH CALIFORNIA CODE OF REQULATIONS. TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER6, ELEVATOR SAFETY ORDERS.

BUILDING CODE 3003.2

5. ALL ELEVATORS SHALL BE EQUIPPED TO OPERATE WITH A

STANDARDIZED FIRE SERVICE ELEVATOR KEY IN ACCORDANCE WITH FIRE CODE 604.6.2. BUILDING CODE 3003.3

6. ESCALATORS, MOVING WALKS, CONVEYORS, PERSONNEL HOISTS AND MATERIAL HOISTS SHALL COMPLY WITH BUILDING CODE 3004

7. DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5

CUBIC YARDS OR MORE SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR

COMBUSTIBLE ROOF EAVES, UNLESS AREAS CONTAIN DUMPSTERS OR

CONTAINERS OR CONTAINERS ARE PROTECTED BY AN APPROVED
AUTOMATIC FIRE SPRINKLER SYSTEM. FIRE CODE 304.3.3.

8. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE

STREET-ADDRESS SIDE OF BUILDINGS, FACING APPROVED FIRE
APPARATUS ACCESS ROADS, WITHIN 150 FEET (VIA VEHICULAR

ACCESS) OF AN ACCESSIBLE PUBLIC FIRE HYDRANT, AND AS CLOSE TO

THE STREET CURB FACE AS POSSIBLE, FULLY VISIBLE, AND

RECOGNIZABLE FROM THE STREET, FIRE APPARATUS ACCESS ROAD

OR NEAREST POINT OF FIRE DEPARTMENT VEHICLE ACCESS OR AS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. FIRE
DEPARTMENT CONNECTIONS SHALL BE LOCATED A MINIMUM OF 25 FEET (7,620 MM) FROM THE STRUCTURE. WHEN THIS DISTANCE

CANNOT BE ACHIEVED, A MINIMUM TWO-HOUR, FIRE-RESISTIVE WALL

SHALL BE PROVIDED FOR THE STRUCTURE WITH NO OPENINGS IN THE WALL, FOR 25 FEET (7,620 MM) IN EITHER DIRECTION FROM THE FIRE DEPARTMENT CONNECTION. THE REQUIRED FIRE-RESISTIVE

CONSTRUCTION AND LACK OF OPENINGS SHALL EXTEND FOR THE

FULL HEIGHT OF THE WALL OR BUILDING AS DETERMINED BY THE FIRE CODE OFFICIAL. THE FIRE CODE OFFICIAL MAY ALLOW SUFFICIENTLY PROTECTED OVERHEAD OPENINGS. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 24 INCHES (609.6 MM) NOR MORE THAN 42 INCHES (1,066.8 MM) ABOVE GRADE. FIRE CODE 912.2.1

9. APPROVED ACCESS SHALL BE PROVIDED AND MAINTAINED FOR ALL

FIRE PROTECTION SYSTEM EQUIPMENT TO PERMIT IMMEDIATE SAFE OPERATION AND MAINTENANCE OF SUCH EQUIPMENT. STORAGE,

TRASH AND OTHER MATERIALS OR OBJECTS SHALL NOT BE PLACED

OR KEPT IN SUCH A MANNER THAT WOULD PREVENT SUCH
EQUIPMENT FROM BEING READILY ACCESSIBLE.

10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL BE NOT LESS THAN 1 FOOTCANDLE AT THE WALKING SURFACE. ALONG EXIT ACCESS

STAIRWAYS, EXIT STAIRWAYS AND AT THEIR REQUIRED LANDINGS, THE ILLUMINATION LEVEL SHALL BE NOT LESS THAN 10 FOOTCANDLES AT

THE WALKING SURFACE WHEN THE STAIRWAY IS IN USE AS REQUIRED BY BUILDING CODE 1008.2.1.

11. IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS, SPACES AND

BUILDINGS THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN

EMERGENCY ELECTRICAL SYSTEM FOR A DURATION OF NOT LESS
THAN 90 MINUTES IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN BUILDING CODE 1008.3.

12. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS

SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE WITH BUILDING CODE 1010.1.19..

13. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS 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
GENERATOR.
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C31503
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CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1/4" = 1'-0"
7/24/2025 2:43:28 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 002

PROJECT DATA
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
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DATE
C31503
C
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CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
12" = 1'-0"
7/24/2025 2:43:30 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 003

RENDERINGS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA

FRONT FACADE VIEWFRONT FACADE VIEW

SIDE FACADE VIEWSIDE FACADE VIEW
No. Description Date
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DATE
C31503
C
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CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1" = 10'-0"
7/24/2025 2:43:32 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 050

SITE SURVEY
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
6 EXISTING CONCRETE SLAB TO BE DEMOLISHED

SITEPLAN DEMOLITION NOTES
7 EXISTING PALM TREE TO BE DEMOLISHED
2 EXISTING CMU FANCE TO REMAIN
3 EXISTING BUILDING WALL TO REMAIN
4 EXISTING CHAIN-LINK FENCE TO REMAIN
5 EXISTING WROUGHT IRON FENCE TO REMAIN
1 EXISTING SIDEWALK TO REMAIN, REPAIR AS REQUIRED. PROVIDE NEW CONCRETE AT

DEMOLITION OF EXSITNG DRIVEWAY, PROVIDE CUT AT PROPOSED LANDSCAPE PER PLAN 8 (E) WATER METER TO BE RELOCATED
204.19' PL
PL
100.03' PL
100.00' PLPL
PL
PL PL

GAREY AVENUE
PL
204.19' PL PL
204.06' PLPL PL 204.06' PL PL
DIRT
DIRT

CONCRETE SLAB

TO BE REMOVED
8 1
5532
2 4
4 4 4 5
6 6
1 7
1 www.ULTRA-UNIT.com
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RENEWAL

1.31.2025
FA
DATE
C31503
C
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CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:43:33 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 051

SITEPLAN DEMOLITION
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
N
1" = 10'-0"1 SITE PLAN - DEMOLITION
REF.
1234567891011
13 14
15 16
17 18
19 12

LANDSCAPE
204.19' PL
PL
100.03' PL
100.00' PLPL
PL
PL PL
PL
204.19' PL PL
PL PL 204.06' PL PL
204.19' PL
PL
100.03' PL
100.00' PLPL
PL
PL PL
PL
204.19' PL PL
204.06' PLPL PL 204.06' PL PL

N GAREY

PROPOSED

MULTI FAMILY

APARTMENT

BUILDING
1 6
10' - 4 1/2"
ALIGN
10' - 3"
28' - 10 1/2"31' - 10"2' - 4"31' - 10"5' - 2"
8' - 8 1/2" 26' - 10" 2' - 2" 26' - 8" 2' - 2" 26' - 6" 2' - 4" 22' - 8" 2' - 6 1/2" 4' - 11 1/2" 29' - 11 1/2" 054
1 0543
054
2 3
2 5
4 4
5 4 4 5
2 4
8' - 10" 5' - 0" 8' - 10"

DRIVEWAY APRON
28' - 0"
1 EXISTING SIDEWALK TO REMAIN, REPAIR AS REQUIRED. PROVIDE NEW CONCRETE AT

DEMOLITION OF EXSITNG DRIVEWAY, PROVIDE CUT AT PROPOSED LANDSCAPE PER PLAN 2 EXISTING CMU FANCE TO REMAIN

LANDSCAPE NOTES
3 EXISTING BUILDING WALL TO REMAIN
4 EXISTING CHAIN-LINK FENCE TO REMAIN
5 EXISTING WROUGHT IRON FENCE TO REMAIN
6 NEW DRIVEWAY
7 NEW 8'-0" TREE 15 GALLON CALIFORNIA SYCAMORE - PLATANUS RACEMOSA

LANDSCAPE LEGEND

SITE CONCRETE BRUSHED FINISH

SITE LANDSCAPE, DROUGHT TOLERANT PLANTS
ASPHALT PAVING, 75,000 POUNDS LOAD CAPAVILITIES, SEE CIVIL NEW 8'-0" TREE 15 GALLON CALIFORNIA SYCAMORE -

PLATANUS RACEMOSA

SHRUBS / BUSHES SHALL BE WATER EFFICIENT /
DROUGHT TOLERANT:

DEER GRASS,

WHITE SAGEBRUSH,

WOOLLY BLUE CURLS,

DESERT MILKWEED
581 SF

OUTDOOR PATIO
57 282 SF

ROOFTOP
GARDEN
46 524 SF

COMMUNITY
ROOM
47 www.ULTRA-UNIT.com
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C31503
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CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:43:38 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 052

LANDSCAPE PLAN
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
N
1" = 10'-0"1 LANDSCAPE & HARDSCAPE PLAN
No. Description Date
1/8" = 1'-0"2 LANDSCAPE PLAN - LEVEL 02
1/8" = 1'-0"3 LANDSCAPE PLAN - LEVEL 04
204.19' PL
PL
100.03' PL
100.00' PLPL
PL
PL PL
PL
204.19' PL PL
204.06' PLPL PL 204.06' PL PL
204.19' PL
PL
100.03' PL
100.00' PLPL
PL
PL PL
PL
204.19' PL PL
204.06' PLPL PL 204.06' PL PL
F.F. 920'.0"

N GAREY
PROP. COR
EL. = (920.2)
PROP. COR
EL. = (918.8)
PROP. COR
EL. = (918.3)
PROP. COR
EL. = (916.9)
2% SLOPE
2% SLOPE

SITE DRAINAGE

SITE DRAINAGE
2% SLOPE
(E) CURB CUT

TO REMAIN
(N) CURB CUT
(E) CURB CUT

TO REMAIN
2% SLOPE
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C31503
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CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1" = 10'-0"
7/24/2025 2:43:41 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 053

GRADING SITEPLAN
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1" = 10'-0"1 GRADING SITEPLAN
N
No. Description Date
1 EXISTING SIDEWALK TO REMAIN, REPAIR AS REQUIRED. PROVIDE NEW CONCRETE AT

DEMOLITION OF EXSITNG DRIVEWAY, PROVIDE CUT AT PROPOSED LANDSCAPE PER PLAN 2 EXISTING CMU FANCE TO REMAIN

LANDSCAPE NOTES
3 EXISTING BUILDING WALL TO REMAIN
4 EXISTING CHAIN-LINK FENCE TO REMAIN
5 EXISTING WROUGHT IRON FENCE TO REMAIN
6 NEW DRIVEWAY
7 NEW 8'-0" TREE 15 GALLON CALIFORNIA SYCAMORE - PLATANUS RACEMOSA 5 532
225 2
22 www.ULTRA-UNIT.com
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C31503
C
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CAR
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CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:43:45 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 054

FENCE ELEVATIONS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
1/8" = 1'-0"1 ELEVATION - FENCE NORTH
1/8" = 1'-0"2 ELEVATION - FENCE SOUTH
1" = 10'-0"3 ELEVATION - FENCE WEST
6716 SF
Area
6297 SF
Area
6314 SF
Area
5982 SF
Area
434 SF
LI02 - 1BD
435 SF
LI01 - 1BD
434 SF
LI03 - 1BD
473 SF
LI04 - 1BD
593 SF
LI05 - 2BD
593 SF
LI06 - 2BD
593 SF
LI07 - 2BD
371 SF
LI08 - 1BD
123 SF
LOUNGE
235 SF
STAIR 01
91 SF
ELEV.
66 SF
MECH. ST.
553 SF
LI09 - 2BD
221 SF

MAIL ROOM
240 SF
STAIR 02
863 SF

CORRIDOR
38 SF
LI01_BALC
01A
38 SF
LI02_BALC
02A38 SF
LI03_BALC
03A
206 SF
LOUNGE
223 SF

LAUNDRY ROOM
674 SF
LI18 - 2BD
375 SF
LI17 - 1BD
590 SF
LI16 - 2BD
590 SF
LI15 - 2BD
592 SF
LI14 - 2BD
474 SF
LI13 - 1BD
440 SF
LI12 - 1BD
440 SF
LI11 - 1BD
439 SF
LI10 - 1BD 66 SF
MECH. ST.
1040 SF

CORRIDOR
92 SF
MI14_BALC
14A
92 SF
MI16_BALC
16A
92 SF
MI15_BALC
15A
153 SF
LI13_BALC
13A
60 SF
LI10_BALC
10A
60 SF
LI11_BALC
11A
60 SF
LI12_BALC
12A
594 SF

OUTDOOR PATIO
90 SF
MI17_BALC
17A
200 SF
LOUNGE
66 SF
MECH. ST.
439 SF
LI19 - 1BD
440 SF
LI20 - 1BD
440 SF
LI21 - 1BD
373 SF
LI22 - 1BD
592 SF
LI23 - 2BD
590 SF
LI24 - 2BD
590 SF
LI25 - 2BD
369 SF
LI26 - 1BD
480 SF
GYM
644 SF
MI27 - 2BD
910 SF

CORRIDOR
98 SF
MI26_BALC
26A
98 SF
MI25_BALC
25A
98 SF
MI24_BALC
24A
98 SF
MI23_BALC
23A
60 SF
LI19_BALC
19A
60 SF
LI20_BALC
20A
60 SF
LI21_BALC
21A
161 SF

OUTDOOR PATIO
590 SF
LI35 - 2BD
590 SF
LI34 - 2BD
590 SF
LI33 - 2BD
594 SF
LI32 - 2BD
474 SF
LI31 - 1BD
440 SF
LI30 - 1BD
440 SF
LI29 - 1BD
439 SF
LI28 - 1BD
236 SF
LOUNGE
66 SF
MECH. ST.
547 SF

COMMUNITY ROOM
829 SF

CORRIDOR
98 SF
MI35_BALC
35A
98 SF
MI34_BALC
34A
98 SF
MI33_BALC
33A
98 SF
MI32_BALC
32A
153 SF
LI31_BALC
31B
60 SF
LI28_BALC
28A
60 SF
LI29_BALC
29A
60 SF
LI30_BALC
30A
340 SF

ROOFTOP GARDEN
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C31503
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CAR
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CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1/16" = 1'-0"
7/24/2025 2:43:50 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 055

BUILDING AREA
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1/16" = 1'-0"1 LEVEL 1 - FAR
1/16" = 1'-0"2 LEVEL 2 - FAR
1/16" = 1'-0"3 LEVEL 3 - FAR
1/16" = 1'-0"4 LEVEL 4 - FAR
FAR

LEVEL AREA
LEVEL 1 6716 SF
LEVEL 2 6297 SF
LEVEL 3 6314 SF
LEVEL 4 5982 SF
25309 SF

AREA SCHEDULE (PRIVATE OPEN AREA)
Level Name Area
LEVEL 1 LI01_BALC 38 SF
LEVEL 1 LI02_BALC 38 SF
LEVEL 1 LI03_BALC 38 SF
LEVEL 2 LI10_BALC 60 SF
LEVEL 2 LI11_BALC 60 SF
LEVEL 2 LI12_BALC 60 SF
LEVEL 2 LI13_BALC 153 SF
LEVEL 2 MI14_BALC 92 SF
LEVEL 2 MI15_BALC 92 SF
LEVEL 2 MI16_BALC 92 SF
LEVEL 2 MI17_BALC 90 SF
LEVEL 3 LI19_BALC 60 SF
LEVEL 3 LI20_BALC 60 SF
LEVEL 3 LI21_BALC 60 SF
LEVEL 3 MI23_BALC 98 SF
LEVEL 3 MI24_BALC 98 SF
LEVEL 3 MI25_BALC 98 SF
LEVEL 3 MI26_BALC 98 SF
LEVEL 4 LI28_BALC 60 SF
LEVEL 4 LI29_BALC 60 SF
LEVEL 4 LI30_BALC 60 SF
LEVEL 4 LI31_BALC 153 SF
LEVEL 4 MI32_BALC 98 SF
LEVEL 4 MI33_BALC 98 SF
LEVEL 4 MI34_BALC 98 SF
LEVEL 4 MI35_BALC 98 SF
2107 SF

AREA SCHEDULE (RENTABLE)
Level Name Area
LEVEL 1 CORRIDOR 863 SF
LEVEL 1 ELEV. 91 SF
LEVEL 1 LI01 - 1BD 435 SF
LEVEL 1 LI02 - 1BD 434 SF
LEVEL 1 LI03 - 1BD 434 SF
LEVEL 1 LI04 - 1BD 473 SF
LEVEL 1 LI05 - 2BD 593 SF
LEVEL 1 LI06 - 2BD 593 SF
LEVEL 1 LI07 - 2BD 593 SF
LEVEL 1 LI08 - 1BD 371 SF
LEVEL 1 LI09 - 2BD 553 SF
LEVEL 1 LOUNGE 123 SF
LEVEL 1 MAIL ROOM 221 SF
LEVEL 1 MECH. ST. 66 SF
LEVEL 1 STAIR 01 235 SF
LEVEL 1 STAIR 02 240 SF
LEVEL 2 CORRIDOR 1040 SF
LEVEL 2 LAUNDRY ROOM 223 SF
LEVEL 2 LI10 - 1BD 439 SF
LEVEL 2 LI11 - 1BD 440 SF
LEVEL 2 LI12 - 1BD 440 SF
LEVEL 2 LI13 - 1BD 474 SF
LEVEL 2 LI14 - 2BD 592 SF
LEVEL 2 LI15 - 2BD 590 SF
LEVEL 2 LI16 - 2BD 590 SF
LEVEL 2 LI17 - 1BD 375 SF
LEVEL 2 LI18 - 2BD 674 SF
LEVEL 2 LOUNGE 206 SF
LEVEL 2 MECH. ST. 66 SF
LEVEL 2 OUTDOOR PATIO 594 SF
LEVEL 3 CORRIDOR 910 SF
LEVEL 3 GYM 480 SF
LEVEL 3 LI19 - 1BD 439 SF
LEVEL 3 LI20 - 1BD 440 SF
LEVEL 3 LI21 - 1BD 440 SF
LEVEL 3 LI22 - 1BD 373 SF
LEVEL 3 LI23 - 2BD 592 SF
LEVEL 3 LI24 - 2BD 590 SF
LEVEL 3 LI25 - 2BD 590 SF
LEVEL 3 LI26 - 1BD 369 SF
LEVEL 3 LOUNGE 200 SF
LEVEL 3 MECH. ST. 66 SF
LEVEL 3 MI27 - 2BD 644 SF
LEVEL 3 OUTDOOR PATIO 161 SF
LEVEL 4 COMMUNITY ROOM 547 SF
LEVEL 4 CORRIDOR 829 SF
LEVEL 4 LI28 - 1BD 439 SF
LEVEL 4 LI29 - 1BD 440 SF
LEVEL 4 LI30 - 1BD 440 SF
LEVEL 4 LI31 - 1BD 474 SF
LEVEL 4 LI32 - 2BD 594 SF
LEVEL 4 LI33 - 2BD 590 SF
LEVEL 4 LI34 - 2BD 590 SF
LEVEL 4 LI35 - 2BD 590 SF
LEVEL 4 LOUNGE 236 SF
1/16" = 1'-0"5 LEVEL 1 - RENTABLE
1/16" = 1'-0"6 LEVEL 2 - RENTABLE
1/16" = 1'-0"7 LEVEL 3 - RENTABLE
1/16" = 1'-0"8 LEVEL 4 - RENTABLE
No. Description Date
PUBLIC OPEN AREA REQUIRED: (15% OF LOT AREA)
LOT AREA 20,424 x 15 = 3,064 SQ. FT.

PUBLIC OPEN AREA PROVIDED:
3,108 SQ. FT.

PRIVATE OPEN AREA REQUIRED: (60 SQ. FT. PER UNIT)
35 x 60 = 2,100 SQ. FT.

PRIVATE OPEN AREA PROVIDED:
2,107 SQ. FT.

AREA SCHEDULE (PUBLIC OPEN SPACE)
Level Name Area
LEVEL 1 LOUNGE 123 SF
LEVEL 2 LOUNGE 206 SF
LEVEL 2 LAUNDRY ROOM 223 SF
LEVEL 2 OUTDOOR PATIO 594 SF
LEVEL 3 LOUNGE 200 SF
LEVEL 3 GYM 480 SF
LEVEL 3 OUTDOOR PATIO 161 SF
LEVEL 4 LOUNGE 236 SF
LEVEL 4 COMMUNITY ROOM 547 SF
LEVEL 4 ROOFTOP GARDEN 340 SF
3108 SF
REF.

REF.

REF.

REF.REF.

REF.

REF.

REF.REF.

REF.

REF.

REF.REF.

REF.

REF.

REF. REF.

REF.
204.19' PL
PL
100.03' PL
100.00' PLPL
PL
PL PL

N GAREY AVENUE
PL
204.19' PL PL
204.06' PLPL PL 204.06' PL PL

PROPOSED
4 STORY

DWELLING

LINCOLN ELEMENTARY SCHOOL

LINCOLN AVE

GARFIELD AVEWELLNESS CENTER

COMMERCIAL

BUILDING

COMMERCIAL

BUILDING

COMMERCIAL

BUILDING

COMMERCIAL

BUILDING

COMMERCIAL

BUILDING

COMMERCIAL

BUILDING

COMMERCIAL

BUILDING
ALLEY

APARTMENT

BUILDING

W ORANGE GROVE AVENUE

N GORDON ST

COMMERCIAL

BUILDING

COMMERCIAL

BUILDING

COMMERCIAL

BUILDING

FIRELANE FIRELANE
R 400' - 0"

COMMERCIAL

BUILDING

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

COMMERCIAL

BUILDING

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL
R 400' - 0"
R 400' - 0"
R 400' - 0"
255' - 6" +/-
131' - 10" +/-
(E) HYDRANT
(E) HYDRANT
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1.31.2025
FA
DATE
C31503
C
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TC
CAR
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C ILOF
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NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1" = 40'-0"
7/24/2025 2:43:55 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt 056

SITE PLAN - RADIUS MAP
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
N
1" = 40'-0"1 SITE PLAN - RADIUS MAP
No. Description Date
REF.

SITE PLAN LEGEND

NEIGHBOR

LIMIT OF CONSTRUCTION

ABOVE FLOOR LINE

CENTERLINE STREET

UNDER SEPARATE

SUBMITIAL

PL PROPERTY LINE
NOTE:

PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9', MEASURED FROM

GRADE, AT EXTERIOR WALLS AND DOORS
PUBLIC FIRE FLOW REQUIREMENT:

THE REQUIRED FIRE FLOW FOR FIRE HYDRANTS AT THIS LOCATION IS 2250 GPM, AT 20 PSI RESIDUAL PRESSURE, FOR A DURATION OF 2 HOURS OVER AND ABOVE MAXIMUM DAILY DOMESTIC DEMAND.

FIRE CODE 507.1.1 AND APPENDIX B

TYPE OF CONSTRUCTION PER THE BUILDING CODE TYPE VB
FIRE-FLOW CALCULATION AREA: AREA 26,256 SQ. FT.

FIRE FLOW BASE ON THE FIRE-FLOW CALCULATION AREA 4500 GPM REDUCTION FOR FIRE SPRINKLERS (MAXIMUM 50%) 2250 GPM
TOTAL FIRE FLOW REQUIRED 2250 GPM

SITE CONCRETE BRUSHED FINISH

SITE LANDSCAPE, DROUGHT TOLERANT PLANTS
ASPHALT PAVING, 75,000 POUNDS LOAD

CAPAVILITIES, SEE CIVIL

FIRELANE ACCESS ROAD

STANDPIPE - CLASS I WET
(Location coordinate with local fire department)

FIRE DEPARTMENT CONNECTION
(Location coordinate with local fire department)FDC
STP
9 17 6 5 4
A
B
C
D
3 29' - 0 1/2"21' - 0"22' - 0"5' - 0"18' - 0"5' - 0"
47' - 11" 9' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 5' - 3 1/2" 24' - 10 1/2" 5' - 0" 2 FIRELANE
25' - 0"
1234567891011
13 14
15 16
17 18
19 204.19' PL
PL100.00' PLPL
PL
PL PL
PL
204.19' PL PL
204.06' PLPL PL 204.06' PL PL
204.19' PL
PL
100.03' PL
100.00' PLPL
PL
PL PL
PL
204.19' PL PL
204.06' PLPL PL 204.06' PL PL

FIRELANE FIRELANE

PROPOSED

MULTI FAMILY

APARTMENT

BUILDING
A202 1
A2012
A202
2 A201
1 E
SYSB
5' - 0"
RYSB
15' - 0"
FYSB
5' - 0"

90.00°

90.00°

89.84°

90.16°

N GAREY
3 1
5 2
5 7
8 8
6 6
4 44 11
5 100' - 0 1/2"
204' - 0 1/2"
SYSB
5' - 0"
27' - 7 1/2"17' - 4 1/2"
126' - 3 1/2"
21' - 0"
24' - 10 1/2"18' - 0" 33' - 7"
6' - 9 1/2"
14' - 5"
8' - 9 1/2" 137' - 4 1/2"

EASEMENT
1' - 0"

EASEMENT
1' - 0"
12 38' - 0"
9 FIRELANE
28' - 0"
10' - 0"
10' - 0" 10' - 0"
10' - 0"

FIRELANE
30' - 0"

FIRELANE
20' - 0"
8' - 8"

FIRELANE
28' - 0"
42" MAX. PARAPET
42" MAX. PARAPET
12 5
5 5
5' - 0"
5' - 0"
66' - 0"
22' - 0 1/2"
1' - 0"

FIRE DEPARTMENT

CONNECTION

FIRELANE
3' - 0"

PROJECTION
2' - 0"
3' - 0"

PROJECTION
2' - 0"
3' - 0"

PROJECTION
2' - 0"
42" MAX. PARAPET

DRIVEWAY APRON
28' - 0"
14 13
FDC 15' - 0"
10' - 0"
A100.2
1 3 (N) DRIVEWAY
4 PARKING STRIPPING
5 PLANTER/LANDSCAPE
2 (E) SIDEWALK
10 WHEEL STOP

SITE NOTES
6 TRASH / RECYCLE
1 (E) WATER METER TO BE RELOCATED
11 ADA ACCESSIBLE AISLE, MAX 2% CROSS SLOPE
7 FIRELANE TURN AROUND
9 (E) FIRE HYDRANT
8 ASPHALT PAVING, 75,000 POUNDS LOAD CAPAVILITIES, SEE CIVIL 12 EV CHARGING STATION
13 NEW WATER METER FOR FIRE SPRINKLER
14 NEW WATER METER FOR DOMESTIC WATER

SITEPLAN NOTES

1. FIRE DEPARTMENT VEHICULAR ACCESS ROADS MUST BE INSTALLED

IN A SERVICEABLE MANNER PRIOR TO AND DURING THE TIME OF CONSTRUCTION. FIRE CODE 503.1.1

2. PROVIDE APPROVED SIGNS OR OTHER APPROVED NOTICES OR
MARKINGS THAT INCLUDE THE WORDS NO PARKING - FIRE LANE.

SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18

INCHES HIGH AND HAVE RED LETTERS ON A WHITE REFLECTIVE
BACKGROUND. SIGNS SHALL BE PROVIDED FOR FIRE APPARATUS

ACCESS ROAD, TO CLEARLY INDICATE THE ENTRANCE TO SUCH ROAD,

OR PROHIBIT THE OBSTRUCTION THEREOF AND INTERVALS, AS
REQUIRED BY THE FIRE INSPECTOR. FIRE CODE 503.3

3. FIRE APPARATUS ACCESS ROADS SHALL BE IDENTIFIED WITH APPROVED SIGNS. TEMPORARY SIGNS BE INSTALLED AT EACH

STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS
ALLOWS PASSAGE BY VEHICLES. SIGNS SHALL BE OF AN APPROVED

SIZE, WEATHER RESISTANT AND BE MAINTAINCED UNTIL REPLACED BY PERMANENT SIGNS. FIRE CODE 505.2

4. ALL FIRE HYDRANTS SHALL MEASURE 6" x 4" x 2-1/2", BRASS OR

BRONZE, CONFORMING TO AMERICAN WATER WORKS ASSOCIATION
STANDARD C503, OR APPROVED EQUAL

5. ALL REQUIRED PUBLIC FIRE HYDRANTS SHALL BE INSTALLED,

TESTED AND ACCEPTED PRIOR TO BEGINNING CONSTRUCTION, FIRE CODE 501.4

6. ALL ON-SITE FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO BUILIDING OCCUPANCY. FIRE CODE 501.3 AND 901.5.1

7. A MANUAL FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5 SHALL BE INSTALLED IN GROUP R-2 OCCUPANCIES WHERE: 1. ANY DWELLING

UNIT OR SLEEPING UNIT IS LOCATED THREE OR MORE STORIES ABOVE THE LOWEST LEVEL OF EXIT DISCHARGE; 2. ANY DWELLING UNIT OR

SLEEPING UNIT IS LOCATED MORE THAN ONE STORY BELOW THE

HIGHEST LEVEL OF EXIT DISCHARGE OF EXITS SERVING THE DWELLING UNIT OR SLEEPING UNIT; 3. THE BUILDING CONTAINS MORE THAN 16 DWELLING UNITS OR SLEEPING UNITS; 4. CONGREGATE LIVING FACILITIES OR CONGREGATE RESIDENCES WITH MORE THAN 16
OCCUPANTS. BUILDING CODE 907.2.9.1

8. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE

INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT OR SLEEPING UNIT

IN GROUP R OCCUPANCIES, THE SMOKE ALARMS SHALL BE

INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.

BUILDING CODE 907.2.11.5

9. IN NEW CONSTRUCTION, REQUIRED SMOKE ALARMS SHALL RECEIVE

THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH

WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE
EQUIPPED WITH A BATTERY BACKUP. SMOKE ALARMS WITH INTEGRAL

STROBES THAT ARE NOT EQUIPPED WITH BATTERY BACKUP SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM. SMOKE
ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW.

WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING
SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION.

BUILDING CODE 907.2.11.6
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DATE
C31503
C
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CAR
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CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:43:59 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A100.1

SITE PLAN
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1" = 10'-0"1 SITE PLAN
N
No. Description Date
UP
3 PRESSURE REGULATOR BACK FLOW PREVENTER
4 IRRIGATION CENTER
5 FIRE SPRINKLER SERVICE (2")
2 3/4" LANDSCPE IRRIGATION METER

SERVICE EASEMENT NOTES
6 SPRINKLER STANPIPE
1 2" DOMESTIC WATER METER
7 EXISTING FIRE HYDRANT LOCATION
PL
PL
2 38' - 0"
7 FDC

PROPOSED EASEMENT
15' - 0"

PROPOSED EASEMENT
10' - 0"
5' - 0"
6 1
34 5

DISTANCE TO FIRE HYDRANT
44' - 11"
220 SF
STAIR 01
36 853 SF

CORRIDOR
38 FDC DISTANCE FROM BUILDING
10' - 2"

WALL ASSEMBLIES
SEE A700 FOR EXTERIOR WALL ASSEMBLIES
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1: 2 X 6 EXTERIOR WALL,W/ STUCCO, 1HR, STC50
INT 1: PARTY WALL, 2X STGR STUD, 1HR, STC50+
INT 2: 2 X 4 INTERIOR PARTITION WALL, NR
INT 5: 2 X 6 PLUMBING WALL
INT 6: 2HR SHAFT WALL
INT 3: 2 X 6 WOOD STUD, STC 50, 1HR
INT 4: 2 X 6 WOOD STUD, STC 63, 2 HR FIRE BARRIER
S

CEILING MOUNTED SMOKE ALARM

ELECTRICAL POWER WITH BATTERY BACKUP
PER BUILDING CODE 907.2.11.2

STANDPIPE - CLASS I WET
(Location coordinate with local fire department)

FIRE DEPARTMENT CONNECTION
(Location coordinate with local fire department)FDC
STP
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1.31.2025
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DATE
C31503
C
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TC
CAR
TIH
C ILOF
E
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TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1/4" = 1'-0"
7/24/2025 2:44:01 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A100.2

ENLARGED PLAN - SERVICE

EASEMENT
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
1/4" = 1'-0"1 SERVICE EASEMENT PLAN
UP
REF.

REF.

REF.

REF.

REF.

REF.

REF.

REF.

REF.

UP

WALL ASSEMBLIES
SEE A700 FOR EXTERIOR WALL ASSEMBLIES
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1: 2 X 6 EXTERIOR WALL,W/ STUCCO, 1HR, STC50
INT 1: PARTY WALL, 2X STGR STUD, 1HR, STC50+
INT 2: 2 X 4 INTERIOR PARTITION WALL, NR
INT 5: 2 X 6 PLUMBING WALL
INT 6: 2HR SHAFT WALL
INT 3: 2 X 6 WOOD STUD, STC 50, 1HR
INT 4: 2 X 6 WOOD STUD, STC 63, 2 HR FIRE BARRIER
S

CEILING MOUNTED SMOKE ALARM

ELECTRICAL POWER WITH BATTERY BACKUP
PER BUILDING CODE 907.2.11.2

STANDPIPE - CLASS I WET
(Location coordinate with local fire department)

FIRE DEPARTMENT CONNECTION
(Location coordinate with local fire department)FDC
STP
9 17 6 5 4
A
B
C
D
3 2
29' - 0 1/2"21' - 0"22' - 0"5' - 0"18' - 0"5' - 0"
47' - 11" 9' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 5' - 3 1/2" 24' - 10 1/2" 5' - 0" 416 SF
LI01 - 1BD
01 417 SF
LI02 - 1BD
02 418 SF
LI03 - 1BD
03 457 SF
LI04 - 1BD
04 566 SF
MI05 - 2BD
05 568 SF
MI06 - 2BD
06 568 SF
MI07 - 2BD
07 351 SF
MI08 - 1BD
08 540 SF
MI09 - 2BD
09 1234567891011
13 14
15 16
17 18
19 12
116 SF
LOUNGE
37 853 SF

CORRIDOR
38 220 SF
STAIR 01
36 106 SF

BIKE STORAGE
39 TRASH
204.19' PL
PL
100.03' PL
100.00' PLPL
PL
PL PL
PL
204.19' PL PL
204.06' PLPL PL 204.06' PL PL
204.19' PL
PL
100.03' PL
100.00' PLPL
PL
PL PL
PL
204.19' PL PL
204.06' PLPL PL 204.06' PL PL

ELEVATOR
A202 1
A2012
A202
2 A201
1 SYSB
5' - 0"
SYSB
5' - 0"
RYSB
15' - 0"
FYSB
5' - 0"
E
55 SF

MECHANICAL

STORAGE
48 212 SF

MAIL ROOM
55 1
A300
2 A300
3 A300
204' - 0 1/2"
100' - 0 1/2"
38 SF
LI01_BALC
01A
38 SF
LI02_BALC
02A
38 SF
LI03_BALC
03A
D03
D01
D02
D04
D03
D03
D03
D03
D03
D03
D03
D03
D02
D08
D03
D10D10 D10
D02
D07
D05
D06
D06
D07
D06
D06
D06
D07
D06
D06D06
D06
D07
D06
D06
D07
D06
D06
D07
D06
D06
D06
D07D07
D06
D06
D06
D07
D06
D06
D06
D07
W01 W01W01W01W01W01W01W02W01
W01 W03 W01 W01 W03 W01 W01 W03 W01 W01
W01
W01
W03
W01
W01
SS
S
S
S
S
S
SSSSSS
S
S
S
S
SS
S
SS
S
S
FDC
STP
STP
53 SF
STAIR
17B

GUEST BIKE / SCOOTER PARKING
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Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
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S DE
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TC
CAR
TIH
C ILOF
E
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TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:44:04 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A101
FLOOR PLAN - LEVEL 01
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1/8" = 1'-0"1 FLOOR PLAN - LEVEL 01
N
No. Description Date
ROOM SCHEDULE - LEVEL 1
Level Number Name Area
LEVEL 1 01 LI01 - 1BD 416 SF
LEVEL 1 02 LI02 - 1BD 417 SF
LEVEL 1 03 LI03 - 1BD 418 SF
LEVEL 1 04 LI04 - 1BD 457 SF
LEVEL 1 05 MI05 - 2BD 566 SF
LEVEL 1 06 MI06 - 2BD 568 SF
LEVEL 1 07 MI07 - 2BD 568 SF
LEVEL 1 08 MI08 - 1BD 351 SF
LEVEL 1 09 MI09 - 2BD 540 SF
LEVEL 1 37 LOUNGE 116 SF
LEVEL 1 38 CORRIDOR 853 SF
LEVEL 1 36 STAIR 01 220 SF
LEVEL 1 39 BIKE STORAGE 106 SF
LEVEL 1 48 MECHANICAL

STORAGE
55 SF
LEVEL 1 55 MAIL ROOM 212 SF
LEVEL 1 01A LI01_BALC 38 SF
LEVEL 1 02A LI02_BALC 38 SF
LEVEL 1 03A LI03_BALC 38 SF
LEVEL 1 17B STAIR 53 SF
Grand total: 19
REF.

REF.

REF.

REF.

REF.

REF.

REF.

REF.

UP
DN
REF.

UPDN

WALL ASSEMBLIES
SEE A700 FOR EXTERIOR WALL ASSEMBLIES
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1: 2 X 6 EXTERIOR WALL,W/ STUCCO, 1HR, STC50
INT 1: PARTY WALL, 2X STGR STUD, 1HR, STC50+
INT 2: 2 X 4 INTERIOR PARTITION WALL, NR
INT 5: 2 X 6 PLUMBING WALL
INT 6: 2HR SHAFT WALL
INT 3: 2 X 6 WOOD STUD, STC 50, 1HR
INT 4: 2 X 6 WOOD STUD, STC 63, 2 HR FIRE BARRIER
S

CEILING MOUNTED SMOKE ALARM

ELECTRICAL POWER WITH BATTERY BACKUP
PER BUILDING CODE 907.2.11.2

STANDPIPE - CLASS I WET
(Location coordinate with local fire department)

FIRE DEPARTMENT CONNECTION
(Location coordinate with local fire department)FDC
STP
9 17 6 5 4
A
B
C
D
3 2
417 SF
LI10 - 1BD
10 417 SF
LI11 - 1BD
11 418 SF
LI12 - 1BD
12 457 SF
LI13 - 1BD
13 563 SF
MI14 - 2BD
14 562 SF
MI15 - 2BD
15 562 SF
MI16 - 2BD
16 346 SF
MI17 - 1BD
17 288 SF
LOUNGE
40 861 SF

CORRIDOR
41 647 SF
MI18 - 2BD
18 220 SF
STAIR 01
36 106 SF

BIKE STORAGE
39 ELEVATOR
A202 1
A2012
A202
2 A201
1 E
55 SF

MECHANICAL

STORAGE
49 212 SF

LAUNDRY
56 1
A300
2 A300
3 A300
-
---
581 SF

OUTDOOR PATIO
57 153 SF
LI13_BALC
13A
60 SF
LI10_BALC
10A
60 SF
LI11_BALC
11A
60 SF
LI12_BALC
12A
92 SF
MI16_BALC
16A
92 SF
MI15_BALC
15A
92 SF
MI14_BALC
14A

PROJECTION
2' - 0"
3' - 0"
D04
D03
D03
D03
D03
D03
D03
D03
D03
D06
D06
D07
D06
D06
D06
D07
D06
D06D06
D06
D07
D06
D06
D07
D06
D06
D07
D06
D06
D06
D07D07
D06
D06
D06
D07
D03
D08
D03
D06
D06
D07
D06
D07
D10
D02D10 D10 D10
D10D10 D10
D05
W01W01W01W01W01W01W01W02W01
W03 W01 W03 W01 W01 W01 W01
W01
W03
W03
SS
S
S
SS
S
SSSSSS
S
S
S
S
SS
S
SS
S
S
STP
D04
STP
90 SF
MI17_BALC
17A
1/8" = 1'-0"1 FLOOR PLAN - LEVEL 02
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Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:44:06 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A102
FLOOR PLAN - LEVEL 02
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
N
No. Description Date
ROOM SCHEDULE - LEVEL 2
Level Number Name Area
LEVEL 2 10 LI10 - 1BD 417 SF
LEVEL 2 10A LI10_BALC 60 SF
LEVEL 2 11 LI11 - 1BD 417 SF
LEVEL 2 11A LI11_BALC 60 SF
LEVEL 2 12 LI12 - 1BD 418 SF
LEVEL 2 12A LI12_BALC 60 SF
LEVEL 2 13 LI13 - 1BD 457 SF
LEVEL 2 13A LI13_BALC 153 SF
LEVEL 2 14 MI14 - 2BD 563 SF
LEVEL 2 14A MI14_BALC 92 SF
LEVEL 2 15 MI15 - 2BD 562 SF
LEVEL 2 15A MI15_BALC 92 SF
LEVEL 2 16 MI16 - 2BD 562 SF
LEVEL 2 16A MI16_BALC 92 SF
LEVEL 2 17 MI17 - 1BD 346 SF
LEVEL 2 17A MI17_BALC 90 SF
LEVEL 2 18 MI18 - 2BD 647 SF
LEVEL 2 40 LOUNGE 288 SF
LEVEL 2 41 CORRIDOR 861 SF
LEVEL 2 49 MECHANICAL

STORAGE
55 SF
LEVEL 2 56 LAUNDRY 212 SF
LEVEL 2 57 OUTDOOR PATIO 581 SF
Grand total: 22
REF.

REF.

REF.

REF.

REF.

REF.

REF.

DN
REF.

UP
REF.
9 17 6 5 4
A
B
C
D
3 2
220 SF
STAIR 01
36 106 SF

BIKE STORAGE
39 417 SF
LI19 - 1BD
19 417 SF
LI20 - 1BD
20 418 SF
LI21 - 1BD
21 350 SF
LI22 - 1BD
22 563 SF
MI23 - 2BD
23 562 SF
MI24 - 2BD
24 562 SF
MI25 - 2BD
25 345 SF
MI26 - 1BD
26 457 SF
GYM
66 194 SF
LOUNGE
42 818 SF

CORRIDOR
43 ELEVATOR
98 SF
MI23_BALC
23A
98 SF
MI24_BALC
24A
98 SF
MI25_BALC
25A
98 SF
MI26_BALC
26A
A202 1
A2012
A202
2 A201
1 E
55 SF

MECHANICAL

STORAGE
50 1
A300
2 A300
3 A300
634 SF
MI27 - 2BD
27 -
---
153 SF
GYM_BALC
22A
60 SF
LI19_BALC
19A
60 SF
LI20_BALC
20A
60 SF
LI21_BALC
21A
3' - 0"

PROJECTION
2' - 0"
D03
D03
D03
D03
D03
D03
D03
D03
D06
D06
D07
D06
D06
D06
D07
D06
D06D06
D06
D07
D06
D06
D07
D06
D06
D06
D07D07
D06
D06
D06
D07
D03
D08
D10D10D10D10
D03
D06
D06
D07
D06
D07
D04
D10
D10D10 D10
W01W01W01W01W01W01W01W02W01
W03 W01 W03 W01 W03 W01 W01
W01
W03
SS
S
S
SS
S
SSSS
S
S
S
S
SS
S
SS
S
S
STP
D04
STP
D03

WALL ASSEMBLIES
SEE A700 FOR EXTERIOR WALL ASSEMBLIES
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1: 2 X 6 EXTERIOR WALL,W/ STUCCO, 1HR, STC50
INT 1: PARTY WALL, 2X STGR STUD, 1HR, STC50+
INT 2: 2 X 4 INTERIOR PARTITION WALL, NR
INT 5: 2 X 6 PLUMBING WALL
INT 6: 2HR SHAFT WALL
INT 3: 2 X 6 WOOD STUD, STC 50, 1HR
INT 4: 2 X 6 WOOD STUD, STC 63, 2 HR FIRE BARRIER
S

CEILING MOUNTED SMOKE ALARM

ELECTRICAL POWER WITH BATTERY BACKUP
PER BUILDING CODE 907.2.11.2

STANDPIPE - CLASS I WET
(Location coordinate with local fire department)

FIRE DEPARTMENT CONNECTION
(Location coordinate with local fire department)FDC
STP
1/8" = 1'-0"1 FLOOR PLAN - LEVEL 03
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:44:07 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A103
FLOOR PLAN - LEVEL 03
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
N
No. Description Date
ROOM SCHEDULE - LEVEL 3
Level Number Name Area
LEVEL 3 19 LI19 - 1BD 417 SF
LEVEL 3 19A LI19_BALC 60 SF
LEVEL 3 20 LI20 - 1BD 417 SF
LEVEL 3 20A LI20_BALC 60 SF
LEVEL 3 21 LI21 - 1BD 418 SF
LEVEL 3 21A LI21_BALC 60 SF
LEVEL 3 22 LI22 - 1BD 350 SF
LEVEL 3 22A GYM_BALC 153 SF
LEVEL 3 23 MI23 - 2BD 563 SF
LEVEL 3 23A MI23_BALC 98 SF
LEVEL 3 24 MI24 - 2BD 562 SF
LEVEL 3 24A MI24_BALC 98 SF
LEVEL 3 25 MI25 - 2BD 562 SF
LEVEL 3 25A MI25_BALC 98 SF
LEVEL 3 26 MI26 - 1BD 345 SF
LEVEL 3 26A MI26_BALC 98 SF
LEVEL 3 27 MI27 - 2BD 634 SF
LEVEL 3 42 LOUNGE 194 SF
LEVEL 3 43 CORRIDOR 818 SF
LEVEL 3 50 MECHANICAL

STORAGE
55 SF
LEVEL 3 66 GYM 457 SF
Grand total: 21
REF.

REF.

REF.

REF.

REF.

REF.

REF.

REF.

DN
UP
9 17 6 5 4
A
B
C
D
3 2
417 SF
LI28 - 1BD
28 417 SF
LI29 - 1BD
29 418 SF
LI30 - 1BD
30 457 SF
LI31 - 1BD
31 563 SF
MI32 - 2BD
32 562 SF
MI33 - 2BD
33 562 SF
MI34 - 2BD
34 562 SF
MI35 - 2BD
35 233 SF
LOUNGE
44 746 SF

CORRIDOR
45 106 SF

BIKE STORAGE
39 220 SF
STAIR 01
36 282 SF

ROOFTOP
GARDEN
46 ELEVATOR
98 SF
MI32_BALC
32A
98 SF
MI33_BALC
33A
98 SF
MI34_BALC
34A
98 SF
MI35_BALC
35A
A202 1
A2012
A202
2 A201
1 E
55 SF

MECHANICAL

STORAGE
51 1
A300
2 A300
3 A300
524 SF

COMMUNITY
ROOM
47 -
---
153 SF
LI31_BALC
31B
60 SF
LI28_BALC
28A
60 SF
LI29_BALC
29A
60 SF
LI30_BALC
30A
3' - 0"

PROJECTION
2' - 0"
D03
D03
D03
D03
D03
D03
D03
D03
D06
D06
D07
D06
D06
D06
D07
D06
D06D06
D06
D07
D06
D06
D07
D06
D06
D06
D07D07
D06
D06
D06
D07D07
D06
D06
D06
D07
D03
D08
D10D10D10D10
D09
D04
D10
D10D10 D10
D01
W01W01W01W01W01W01W01W02W01
W03 W01 W03 W01 W01W03 W03 W01
W01
W01
SS
SS
SSSSSS
S
S
SS
S
SS
S
S S
S
S
STP
D04
STP

WALL ASSEMBLIES
SEE A700 FOR EXTERIOR WALL ASSEMBLIES
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1: 2 X 6 EXTERIOR WALL,W/ STUCCO, 1HR, STC50
INT 1: PARTY WALL, 2X STGR STUD, 1HR, STC50+
INT 2: 2 X 4 INTERIOR PARTITION WALL, NR
INT 5: 2 X 6 PLUMBING WALL
INT 6: 2HR SHAFT WALL
INT 3: 2 X 6 WOOD STUD, STC 50, 1HR
INT 4: 2 X 6 WOOD STUD, STC 63, 2 HR FIRE BARRIER
S

CEILING MOUNTED SMOKE ALARM

ELECTRICAL POWER WITH BATTERY BACKUP
PER BUILDING CODE 907.2.11.2

STANDPIPE - CLASS I WET
(Location coordinate with local fire department)

FIRE DEPARTMENT CONNECTION
(Location coordinate with local fire department)FDC
STP
1/8" = 1'-0"1 FLOOR PLAN - LEVEL 04
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:44:09 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A104
FLOOR PLAN - LEVEL 04
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
N
No. Description Date
ROOM SCHEDULE - LEVEL 4
Level Number Name Area
LEVEL 4 28 LI28 - 1BD 417 SF
LEVEL 4 28A LI28_BALC 60 SF
LEVEL 4 29 LI29 - 1BD 417 SF
LEVEL 4 29A LI29_BALC 60 SF
LEVEL 4 30 LI30 - 1BD 418 SF
LEVEL 4 30A LI30_BALC 60 SF
LEVEL 4 31 LI31 - 1BD 457 SF
LEVEL 4 31B LI31_BALC 153 SF
LEVEL 4 32 MI32 - 2BD 563 SF
LEVEL 4 32A MI32_BALC 98 SF
LEVEL 4 33 MI33 - 2BD 562 SF
LEVEL 4 33A MI33_BALC 98 SF
LEVEL 4 34 MI34 - 2BD 562 SF
LEVEL 4 34A MI34_BALC 98 SF
LEVEL 4 35 MI35 - 2BD 562 SF
LEVEL 4 35A MI35_BALC 98 SF
LEVEL 4 44 LOUNGE 233 SF
LEVEL 4 45 CORRIDOR 746 SF
LEVEL 4 46 ROOFTOP
GARDEN
282 SF
LEVEL 4 47 COMMUNITY
ROOM
524 SF
LEVEL 4 51 MECHANICAL

STORAGE
55 SF
Grand total: 21
DN

WALL ASSEMBLIES
SEE A700 FOR EXTERIOR WALL ASSEMBLIES
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1: 2 X 6 EXTERIOR WALL,W/ STUCCO, 1HR, STC50
INT 1: PARTY WALL, 2X STGR STUD, 1HR, STC50+
INT 2: 2 X 4 INTERIOR PARTITION WALL, NR
INT 5: 2 X 6 PLUMBING WALL
INT 6: 2HR SHAFT WALL
INT 3: 2 X 6 WOOD STUD, STC 50, 1HR
INT 4: 2 X 6 WOOD STUD, STC 63, 2 HR FIRE BARRIER
S

CEILING MOUNTED SMOKE ALARM

ELECTRICAL POWER WITH BATTERY BACKUP
PER BUILDING CODE 907.2.11.2

STANDPIPE - CLASS I WET
(Location coordinate with local fire department)

FIRE DEPARTMENT CONNECTION
(Location coordinate with local fire department)FDC
STP
9 17 6 5 4
A
B
C
D
3 2
A202 1
A2012
A202
2 A201
1 E
1 A300
2 A300
3 A300
ROOF
ACCESS
-
---
D04
D04
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:44:11 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A105

ROOF ACCESS PLAN
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
N
1/8" = 1'-0"1 FLOOR PLAN - LEVEL ROOF ACCESS
No. Description Date
9 17 6 5 4
A
B
C
D
3 2
A202 1
A2012
A202
2 A201
1 E
1 A300
2 A300
3 A300
SOLAR
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"

RIDGE LINE
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
51' - 6"
48' - 0"
59' - 4"
39' - 6"
-
---

ROOF DRAIN &
OVERFLOW, TYP.

ROOF DRAIN &
OVERFLOW, TYP.

SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
48' - 0"SLOPE
1/4" / 1'-0"
51' - 6"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"
SLOPE
1/4" / 1'-0"

WALL ASSEMBLIES
SEE A700 FOR EXTERIOR WALL ASSEMBLIES
SEE A701 FOR INTERIOR WALL ASSEMBLIES
EXT 1: 2 X 6 EXTERIOR WALL,W/ STUCCO, 1HR, STC50
INT 1: PARTY WALL, 2X STGR STUD, 1HR, STC50+
INT 2: 2 X 4 INTERIOR PARTITION WALL, NR
INT 5: 2 X 6 PLUMBING WALL
INT 6: 2HR SHAFT WALL
INT 3: 2 X 6 WOOD STUD, STC 50, 1HR
INT 4: 2 X 6 WOOD STUD, STC 63, 2 HR FIRE BARRIER
S

CEILING MOUNTED SMOKE ALARM

ELECTRICAL POWER WITH BATTERY BACKUP
PER BUILDING CODE 907.2.11.2

STANDPIPE - CLASS I WET
(Location coordinate with local fire department)

FIRE DEPARTMENT CONNECTION
(Location coordinate with local fire department)FDC
STP
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:44:14 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A106

ROOF PLAN
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1/8" = 1'-0"1 FLOOR PLAN - LEVEL ROOF
N
No. Description Date
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
7/24/2025 2:44:21 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A107

LIGHTING PLAN
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
LEVEL 3
24' - 0"
LEVEL 4
36' - 0"
ROOF
48' - 0"
91 765432
51' - 6"
44' - 4 1/2"
60' - 0"
W03 W03 W03
D02
2 A300
3 A300
W03
W03
W03W03
W03
W03
W03 W03
W03
W03
D10
D10 D10
D10 D10
D10
D10
D10
W03
W03
1 2
1 3
3 4
1 2
3 66

PROPOSED ART

MURAL LOCATION

CANOPY OVER

BALCONIES

CANOPY OVER

BALCONIES
52' - 6"

PARAPET WALL
3' - 6"
2 21
D10 D10 D10W01
W01W01W01
W01
W01
W01W01
W01
W01
W01W01W01
W01
W01
W01W01
W01
W01
W01 W01
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
LEVEL 3
24' - 0"
LEVEL 4
36' - 0"
ROOF
48' - 0"
ABCDE
60' - 0"
1 A300
W01W03W01
D01
35 1 3
4 3
1 MATERIAL BOARD

MORIN ARCHITETURAL METAL PANEL
MATRIX MX-1
COLOR: SILVERSMITH

SMOOTH FINE-TEXTURED STUCCO
COLOR: BEHR - ULTRA PURE WHITE 01
MILGARD V300 SERIES

CASEMENT WINDOWS

CLEAR GLASS, NO TINT
W01
D01
MILGARD V400 SERIES
TUSCANY SERIES V400 SLIDING PATIO DOOR

CLEAR GLASS, NO TINT
1 3

SMOOTH FINE-TEXTURED STUCCO
COLOR: BEHR - KAFFEE MQ2-492

METAL PANEL
COLOR: BEHR - ULTRA PURE WHITE 014

WOOD WINDOW TRIM
COLOR: BEHR - SPIRITED YELLOW P290-45
6 GUARDRAIL

VIEWRAIL - CABLE RAILING
COLOR: SILVERSMITH
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:44:31 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A201

EXTERIOR ELEVATIONS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1/8" = 1'-0"1 EXTERIOR ELEVATION - NORTH
1/8" = 1'-0"2 EXTERIOR ELEVATION - EAST
No. Description Date
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
LEVEL 3
24' - 0"
LEVEL 4
36' - 0"
ROOF
48' - 0"

A B C D
52' - 6"
61' - 0"
40' - 6"
E
W01
W01
1 A300
W01
2 1
1 6
6 CANOPY OVER

BALCONIES

CANOPY OVER

BALCONIES
2 LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
LEVEL 3
24' - 0"
LEVEL 4
36' - 0"
ROOF
48' - 0"
9 17 6 5 4 3 2
52' - 6"
W02
W02
W02
W02
D02
2 A300
3 A300
1 2
5 1
3 3
6 PARAPET WALL
3' - 6"
1 3
2121
W01 W01
W01W01
W01
W01 W01
W01
W01 W01
W01W01
W01
W01 W01
W01
W01 W01 W01 W01
W01W01W01W01
W01 W01 W01 W01
W01W01W01W01D10
D10
D10
D10 D10
D10
D10
D10 D10
D10
D10
D10

MATERIAL BOARD

MORIN ARCHITETURAL METAL PANEL
MATRIX MX-1
COLOR: SILVERSMITH

SMOOTH FINE-TEXTURED STUCCO
COLOR: BEHR - ULTRA PURE WHITE 01
MILGARD V300 SERIES

CASEMENT WINDOWS

CLEAR GLASS, NO TINT
W01
D01
MILGARD V400 SERIES
TUSCANY SERIES V400 SLIDING PATIO DOOR

CLEAR GLASS, NO TINT
1 3

SMOOTH FINE-TEXTURED STUCCO
COLOR: BEHR - KAFFEE MQ2-492

METAL PANEL
COLOR: BEHR - ULTRA PURE WHITE 014

WOOD WINDOW TRIM
COLOR: BEHR - SPIRITED YELLOW P290-45
6 GUARDRAIL

VIEWRAIL - CABLE RAILING
COLOR: SILVERSMITH
1/8" = 1'-0"2 EXTERIOR ELEVATION - SOUTH
1/8" = 1'-0"1 EXTERIOR ELEVATION - WEST
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:44:40 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A202

EXTERIOR ELEVATIONS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
2L:3H 5L:2H 2L:3H
FACADE
COMP.

CHANGE
3L:2H 5L:2H
45' - 1 1/2"81' - 1"25' - 0"
45' - 7"
FACADE
COMP.

CHANGE
81' - 0"
54' X 2.5 = 135'-0" REQ'D (NOT POSSIBLE)
45' - 1 1/2"
2L:3H
FACADE
COMP.

CHANGE
33' - 7"32' - 9 1/2"
45' - 1"
10' - 0"

45.00°
47' - 10" 50' - 0" ±
97' - 10" ±

ADJACENT RESIDENTIAL

BUILDING

PROPOSED

RESIDENTIAL

BUILDING
54' - 0"
T.O.P.

WEST SIDE PROPERTY LINE
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1/16" = 1'-0"
7/24/2025 2:44:46 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A203

BUILDING MASSING
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
1/16" = 1'-0"1 BUILDING MASSSING - SOUTH ELEVATION
1/16" = 1'-0"2 BUILDING MASSING - NORTH ELEVATION
1/16" = 1'-0"3 BUILDING MASSING - EAST ELEVATION
1/16" = 1'-0"4 ADJACENT BUILDING HEIGHT LIMITS

FLOOR SECTION LEGEND
F4
F5F3
F2
F1

BALCONY FLOOR, DEX-O-TEX, NR
SEE 5/A-703 FOR DETAIL.

CONCRETE PODIUM FLOOR,
3HR W/ SHEET VINLY
SEE 1/A-702 FOR DETAIL.

ULTRAPLY B.U. ROOF,
RAFTERS PER STR. 1HR
SEE 15/A-703 FOR DETAIL.

INTERIOR FLOOR, 1HR
SEE 10/A-703 FOR DETAIL.

CORRIDOR FLOOR, 1HR
SEE 11/A-703 FOR DETAIL.

F6

CONCRETE PODIUM FLOOR,
3HR W/ DEX-O-TEX
SEE 2/A-702 FOR DETAIL.

1. EXTERIOR STUCCO:

A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER.

B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES C. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT.

2. EACH PANEL OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE

IDENTIFIED BY A MANUFACTURE'S DESIGNATION SPECIFYING WHO APPLIED THE

DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN: SECTION 2406 A. SWING DOORS.

B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD CLOSET FLOOR ASSEMBLIES.

C. STORM DOORS.

D. UNFRAMED SWING DOORS.

E. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.

F. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCHES(610MM) ARC OF EITHER

VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES(1525MM) ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONS.

G. FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS E AND F, WHICH

MEETS ALL OF THER FOLLOWING CONDITIONS(READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).

G.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SOFT(0.84M 2 )
G.2 EXPOSED BOTTOM EDGE LESS THAN 18 INCHES(457MM) ABOVE THE FLOOR.

G.3 EXPOSED TOP EDGE GREATER THAN 36 INCHES(914MM) ABOVE FLOOR.

G.4 ONE OR MORE WALKING SURFACE WITHIN 35 INCHES(914MM) HORIZONTALLY OF THE PLANE OF THE GLAZING.

H. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN- FILL PANELS.

I. WALLS AND FENCE ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:

I.1 THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES(1525MM) ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING.

I.2 THE GLAZING IS WITHIN 60 INCHES(1525MM) OF A SWIMMING POOL OR SPA WATER'S EDGE.

J. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE(READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).

K. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM

TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD(READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).

GYPSUM WALLBOARD (DRYWALL) 5/8":

1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE

PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLE AGENCIES.

2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED.

3. SINGLE-PLY APPLICATION.

1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING

MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL BE IN

MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVITY CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED.

2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVITY CONSTRUCTION.

FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROM EDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL

ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES

PERPENDICULAR TO SUPPORTS, AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVITY ASSEMBLIES. FASTENERS SHALL

BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD.

3. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER

OR WATER CLOSET COMPARTMENT WALLS , WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED.
4 WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS:

4.1. OVER A VAPOR RETARDER

4.2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS.

4.3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER.

5. PROVIDE 5/8" GYPSUM WALLBOARD @ ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ ALL INTERIOR CEILING SURFACES, U.N.O.

6. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING:

6.1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS.

6.2. FNISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH

6.3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS.

6.4.TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX-PORTLAND CEMENT MORTAR SET", NO HAND- SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL.

6.5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE

WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION.

NOTES
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
LEVEL 3
24' - 0"
LEVEL 4
36' - 0"
ROOF
48' - 0"
9 17 6 5 4 3 2
2 A300
3 A300

PARAPET WALL
3' - 6"
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
LEVEL 3
24' - 0"
LEVEL 4
36' - 0"
ROOF
48' - 0"
ABCDE
1 A300

PARAPET WALL
3' - 6"
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
LEVEL 3
24' - 0"
LEVEL 4
36' - 0"
ROOF
48' - 0"

B C D E
1 A300

PARAPET WALL
3' - 6"

PARAPET WALL
3' - 6"
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:44:57 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A300

FULL BUILDING SECTIONS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1/8" = 1'-0"1 BUILDING SECTION - A
1/8" = 1'-0"2 CROSS SECTION - A
1/8" = 1'-0"3 CROSS SECTION - B
No. Description Date
REF.

REF.

REF.

REF.

PLAN LEGEND
60" TURNING RADIUS 30" X 48" CLEARANCE
60" DIA.
48"
30"

ACCESSIBILITY CLEARANCE FOR DOOR
4' - 8"
9' - 6"
4' - 4"
4' - 0"5' - 0"
.
12"
18" INT. 24"
EXT.
.

WITHIN DWELLING UNIT
4' - 5 3/4"
5' - 0"
NOT
REQ'D
18"
4' - 0"

PRIMARY / EXTERIOR / COMMON
3' - 0"
3' - 4"
3' - 2"3' - 6"
2' - 0"
32" MIN CLR

DOOR STOP
1 1/2" MIN

FINISH SCHEDULE
WALL
FINISH
5/8” DRYWALL –
PTD. WHITE
[SATIN]

WOOD TRIMS &

BUILT-IN

SHELVING -
PTD. WHITE
[SATIN]
W-A
W-B
W-K
FLOOR
FINISH F-1
C-1

CEILING
FINISH
C-2
5/8” DRYWALL –
PTD. WHITE
[SEMI-GLOSS].

NOTE: PORTION

OF WALL BEHIND

TUB ACRYLIC
WALL

SURROUND
[CEMENT BOARD
CLAD STUDS]

NOT TO BE

PAINTED
5/8” DRYWALL –
PTD. WHITE
[SATIN]

VINYL SHEET

FLOORING WITH
DIAMOND #10

TECHNOLOGY BY

ARMSTRONG

FLOORING,

PREMIUM / BETTER
QUALITY” AND TO
MATCH
ARCHITECT’S
APPROVED SAMPLE.

BASE: 4" VINYL

COVE BASE- COLOR

TO BE COMPATIBLE

WITH FINISHED
FLOOR MATERIAL.
5/8” DRYWALL –
PTD. CEILING
WHITE [FLAT]
5/8” DRYWALL –
PTD. CEILING
WHITE [SEMI-
GLOSS]
A. SEE DOOR & WINDOW SCHEDULE FOR
GLAZING, DOORS AND FRAMES.

B. PAINT TO BE BY DUNN & EDWARDS DEW380,
RL #005 SATIN FINISH, DEW380 SEMI-GLOSS
FINISH AND DEW380 FLAT FINISH.

C. KITCHEN CABINETS AND ISLAND TO BE
“EDGELEY WHITE WITH THERMOFOIL FINISH” BY
HAMPTON BAY. TO BE INSTALLED WITH KICK BY

HAMPTON BAY AND COVED BASE TO MATCH
ONE IN ADJACENT SPACES.

D. KITCHEN COUNTER TOPS TO BE WHITE
QUARTZITE AND MATCH ARCHITECT’S
APPROVED SAMPLE.

E. ARCHITECT'S APPROVAL REQUIRED FOR

EACH OF THE ABOVE PRIOR TO PURCHASE
AND INSTALLATION.

A. SEE DOOR & WINDOW SCHEDULE FOR
GLAZING, DOORS AND FRAMES.

B. WHITE PAINT TO BE BY DUNN & EDWARDS
DEW380, RL #005 SATIN FINISH, DEW380 SEMI-
GLOSS FINISH AND DEW380 FLAT FINISH.

C. ARCHITECT'S APPROVAL REQUIRED FOR THE

ABOVE PRIOR TO PURCHASE AND
INSTALLATION.

D. CLASS C INTERIOR FINISH.

NOTE
: PLAN FOR THE CONVERSION OF THE ADA

ADAPTABLE BATH INTO THE COMPLIANT

VERSION BY INSTALLING THE BACKING IN THE

WALLS AS PART OF THE INITIAL CONSTRUCTION

TO MINIMIZE THE IMPACT OF ADDING THE

REQUIRED GRAB BARS AND PLUMBING
CHANGES IN THE FUTURE.

A. SEE DOOR & WINDOW SCHEDULE FOR
GLAZING, DOORS AND FRAMES.

B. PAINT TO BE BY DUNN & EDWARDS DEW380,
RL #005 SATIN FINISH, DEW380 SEMI-GLOSS
FINISH AND DEW380 FLAT FINISH.

C. ARCHITECT'S APPROVAL REQUIRED FOR

EACH OF THE ABOVE PRIOR TO PURCHASE
AND INSTALLATION.

D. CLASS C INTERIOR FINISH.
xxx-xx
xxxx
F-x C-x
W-x
Room Name
Room Number
Floor / Ceiling Finish
Walls Finish

CLASS C INTERIOR FINISH

CLASS C INTERIOR FINISH
NOTE: INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803.
457 SF
LI31 - 1BD
31 153 SF
LI31_BALC
31B
17' - 4 1/2" 10' - 6 1/2"
27' - 11"
10' - 4 1/2" 7' - 0 1/2"
17' - 4 1/2"
9' - 1"
17' - 4 1/2"
2' - 3" 7' - 3 1/2" 3' - 3"
ø 5' - 0"
CLOSET
CLOSET
562 SF
MI35 - 2BD
35 ø 5' - 0"
98 SF
MI35_BALC
35A
8' - 3 1/2"2' - 5"10' - 8"
21' - 4 1/2"
27' - 11 1/2"
17' - 0" 10' - 11 1/2"
14' - 11 1/2"
6' - 6"

CLOSETCLOSET
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:45:00 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A400

ENLARGED PLANS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
3/8" = 1'-0"1 ENLARGED PLAN - UNIT A
3/8" = 1'-0"2 ENLARGED PLAN - UNIT B
REF.

REF.

REF.

REF.

REF.

REF.

PLAN LEGEND
60" TURNING RADIUS 30" X 48" CLEARANCE
60" DIA.
48"
30"

ACCESSIBILITY CLEARANCE FOR DOOR
4' - 8"
9' - 6"
4' - 4"
4' - 0"5' - 0"
.
12"
18" INT. 24"
EXT.
.

WITHIN DWELLING UNIT
4' - 5 3/4"
5' - 0"
NOT
REQ'D
18"
4' - 0"

PRIMARY / EXTERIOR / COMMON
3' - 0"
3' - 4"
3' - 2"3' - 6"
2' - 0"
32" MIN CLR

DOOR STOP
1 1/2" MIN

FINISH SCHEDULE
WALL
FINISH
5/8” DRYWALL –
PTD. WHITE
[SATIN]

WOOD TRIMS &

BUILT-IN

SHELVING -
PTD. WHITE
[SATIN]
W-A
W-B
W-K
FLOOR
FINISH F-1
C-1

CEILING
FINISH
C-2
5/8” DRYWALL –
PTD. WHITE
[SEMI-GLOSS].

NOTE: PORTION

OF WALL BEHIND

TUB ACRYLIC
WALL

SURROUND
[CEMENT BOARD
CLAD STUDS]

NOT TO BE

PAINTED
5/8” DRYWALL –
PTD. WHITE
[SATIN]

VINYL SHEET

FLOORING WITH
DIAMOND #10

TECHNOLOGY BY

ARMSTRONG

FLOORING,

PREMIUM / BETTER
QUALITY” AND TO
MATCH
ARCHITECT’S
APPROVED SAMPLE.

BASE: 4" VINYL

COVE BASE- COLOR

TO BE COMPATIBLE

WITH FINISHED
FLOOR MATERIAL.
5/8” DRYWALL –
PTD. CEILING
WHITE [FLAT]
5/8” DRYWALL –
PTD. CEILING
WHITE [SEMI-
GLOSS]
A. SEE DOOR & WINDOW SCHEDULE FOR
GLAZING, DOORS AND FRAMES.

B. PAINT TO BE BY DUNN & EDWARDS DEW380,
RL #005 SATIN FINISH, DEW380 SEMI-GLOSS
FINISH AND DEW380 FLAT FINISH.

C. KITCHEN CABINETS AND ISLAND TO BE
“EDGELEY WHITE WITH THERMOFOIL FINISH” BY
HAMPTON BAY. TO BE INSTALLED WITH KICK BY

HAMPTON BAY AND COVED BASE TO MATCH
ONE IN ADJACENT SPACES.

D. KITCHEN COUNTER TOPS TO BE WHITE
QUARTZITE AND MATCH ARCHITECT’S
APPROVED SAMPLE.

E. ARCHITECT'S APPROVAL REQUIRED FOR

EACH OF THE ABOVE PRIOR TO PURCHASE
AND INSTALLATION.

A. SEE DOOR & WINDOW SCHEDULE FOR
GLAZING, DOORS AND FRAMES.

B. WHITE PAINT TO BE BY DUNN & EDWARDS
DEW380, RL #005 SATIN FINISH, DEW380 SEMI-
GLOSS FINISH AND DEW380 FLAT FINISH.

C. ARCHITECT'S APPROVAL REQUIRED FOR THE

ABOVE PRIOR TO PURCHASE AND
INSTALLATION.

D. CLASS C INTERIOR FINISH.

NOTE
: PLAN FOR THE CONVERSION OF THE ADA

ADAPTABLE BATH INTO THE COMPLIANT

VERSION BY INSTALLING THE BACKING IN THE

WALLS AS PART OF THE INITIAL CONSTRUCTION

TO MINIMIZE THE IMPACT OF ADDING THE

REQUIRED GRAB BARS AND PLUMBING
CHANGES IN THE FUTURE.

A. SEE DOOR & WINDOW SCHEDULE FOR
GLAZING, DOORS AND FRAMES.

B. PAINT TO BE BY DUNN & EDWARDS DEW380,
RL #005 SATIN FINISH, DEW380 SEMI-GLOSS
FINISH AND DEW380 FLAT FINISH.

C. ARCHITECT'S APPROVAL REQUIRED FOR

EACH OF THE ABOVE PRIOR TO PURCHASE
AND INSTALLATION.

D. CLASS C INTERIOR FINISH.
xxx-xx
xxxx
F-x C-x
W-x
Room Name
Room Number
Floor / Ceiling Finish
Walls Finish

CLASS C INTERIOR FINISH

CLASS C INTERIOR FINISH
NOTE: INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803.
ø 5' - 0"
CLOSET
417 SF
LI19 - 1BD
10' - 4 1/2" 7' - 0 1/2"
17' - 5 1/2" 10' - 6"
27' - 11 1/2"
4' - 0"
17' - 4 1/2"
3' - 2 1/2"
1' - 8"
5' - 6"
60 SF
LI19_BALC
4' - 6"
9' - 1 1/2"
2' - 0"
6' - 6"
10' - 9"
ø 5' - 0"
W/D
CLOSET
345 SF
MI26 - 1BD
98 SF
MI26_BALC
21' - 4 1/2"
17' - 6 1/2"
17' - 6 1/2"
21' - 4 1/2"
4"
6' - 6"
15' - 0"
ø 5' - 0"
CLOSET
W/D
9' - 0" 6' - 3" 9' - 0"
24' - 3"
CLOSET
634 SF
MI27 - 2BD
12' - 5"2' - 5"13' - 1"
27' - 10 1/2"
10' - 4"
12' - 5"2' - 5"
540 SF
MI09 - 2BD
11' - 8"6' - 3"11' - 8"3' - 4 1/2"
7' - 11" 2' - 5" 9' - 0"
19' - 3 1/2"
5' - 0"
10' - 4"
9' - 6 1/2" 9' - 9"
ø 5' - 0"
CLOSET
W/D
CLOSET
32' - 10 1/2"
29' - 6 1/2"
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:45:04 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A401

ENLARGED PLANS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
3/8" = 1'-0"1 ENLARGED PLAN - UNIT E
3/8" = 1'-0"2 ENLARGED PLAN - UNIT F
1/4" = 1'-0"4 ENLARGED PLAN - UNIT D
1/4" = 1'-0"3 ENLARGED PLAN - UNIT C
No. Description Date
4' - 0"
5' - 0"
1 1
48" to 60" AFF to baslines of the
lowest & highest tactile character rows

THE WORLD MAIN

IN BRAILLE
THE NUMBER 1 IN BRAILLE
2" MIN PER CBC
6' - 0"

VISUAL SIGNALS
72" MIN AFF
48" MAX AFF

AUDIBLE SIGNALS ONCE FOR UP
TWICE FOR DOWN W/FREQ.
1500HZ,10-80 DB
2 1/2"
2 1/2"
4' - 0"
2 1/2" MIN PER CBC
54" MIN. CLR.
51" MIN. CLR.
36" MIN. CLR.

MIN. 7'-8" CLR
a tolerance of 5/8" is allowed

CAR CONTROL

PANEL LOCATION

ALTERNATE CAR

CONTROL PANEL

LOCATION
24" X 84" GURNEY CLR.
1/2" = 1'-0"1 ELEVATOR DETAIL
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1/2" = 1'-0"
7/24/2025 2:45:05 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A501

ACCESSIBLE ELEVATOR
DETAIL
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
1 4
1 2
5 L003 L003
65 LEGEND:

1. PRECAST CONC. PAVERS

2. F.S. CONC.

3. SAND SETTING BED

4. BASE COURSE PER GEOTECH

5. COMPACTED SUBGRADE PER GEOTECH REPORT
.

LEGEND:

1. CONCRETE PAVING

2. SAWCUT JOINT

3. PREMOLDED EXPANSION JOINT FILLER

4. SEALANT W/ SAND FINISH - COLOR TO BE SELECTED BY LAND.

ARCH. - SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION

5. BACKER ROD

6. 18" SLIP #4 DOWEL @ 36" O.C., CENTER IN CONCRETE
421
5 3

WIDTH TO DEPTH
RATIO 1:1/2"
D. TYPICAL ENLARGEMENT OF JOINTC. DOWELED COLD JOINT
631
.
1 1/8" 1/2" 31
A. SAWCUT JOINT B. EXPANSION JOINT WITH SEALANT
17" MIN.
22" MIN.
+80" AFG MIN 2" MIN.

COMMUNITY
CENTER

HOURS OF

OPERATIONS
:
6:00AM -
10:00PM

SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT

EACH ENTRANCE TO OFF-STREET PARKING FACILITIES,

OR IMMEDIATELY ADJACENT TO THE BUILDING
ENTRANCE. SIGNS SHALL BE

PERMANENTLY AFFIXED

REFLECTORIZED SIGN OF

PORCELAIN ON STEEL

WITH BEADED TEXT OR
EQUAL

NO TRESPASSING AT
OTHER
TIMES

SIGN SHALL NOT BE LESS THAN
17"x 22" IN SIZE WITH
LETTERING NOT LESS THAN 1"

IN HEIGHT TO CLEARLY AND

CONSPICUOUSLY DELIVER THE
MESSAGE.

CONTRACTOR SHALL CONTACT

LOCAL GOVERNING AGENCY TO

COMPLETE THE APPROPRIATE

INFORMATION
2"3"
2" 5"
4"
4"
120.00°
3"
1 2
4 5
1 1/2" R 1/4
CLR
CLR
1 -1/2" @ GROUNDCOVER
FLUSH @ ASPHALT
A. PEDESTRIAN LOADING
EQ.EQ.
6"
5"
4"
3"
1 2
4 5
6 1 1/2" R 1/4
CLR
1 -1/2" @ GROUNDCOVER
FLUSH @ ASPHALT
B. VEHICULAR LOADING
6 LEGEND:

1. CONCRETE PAVING. AS NOTED ON PLAN

2. #4 REBAR @ 18" O.C. EACH WAY

3. #4 REBAR @ 18" O.C. EACH WAY

4. BASE COURSE, COMPACT TO 95%, PER GEOTECH SOILS REPORT

5. COMPACTED SUBGRADE AT LEAST 95% RELATIVE COMPACTION, SCARIFY & RECOMPACT TOP 12" TO A MINIMUM 95% COMPACTION

6. FINISH GRADE
NOTE
A. SEE PLANS FOR SCORING AND JOINT PATTERN, PLACE E.J.'S @ 20' O.C. AND C.J.'S @ 10" O.C.
31 2
5 .
. 1/2"
1"
4"
41 2
5 . 1/2"
4"
FLUSH
B. D.G. / METAL EDGING
A. D.G. / PAVING
LEGEND:

1. STABIBLIZED

DECOMPOSED
GRANITE.

2. COMPACTED

SUBGRADE PER
SOILS REPORT.

3. FINISHED

GRADE IN

PLANTING
AREAS & LAWN.

4. PAVING FINISH

SURFACE, SEE

PLANS FOR
MATERIAL.

5. SOIL
SPARATOR.

NOTE:

SUPPORTS ABOVE GRADE TO HAVE TWO (2) COATS OF KEYSITE 750, MINIMUM DRY-FILM THICKNESS OF FIVE (5) NILS EACH COAT, FINAL COAT TO BE MINIMUM TEN (10) AND MAXIMUM SIXTEEN (16) NILS.

FLAT BAR, SEE DETAIL
1/4 INCH DIAMETER THREADED ROD
1/4 INCH HEXAGONAL NUT
1/4 INCH STANDARD GALVANIZED PIPE

LENGTH AS REQUIRED
1/4
1/4 X 6 INCH DIAMETER PLATE
TIP OF SLAB, SEE W08-010

BOTTON OF METER
5 INCHES APROX
12 "
VARIES
VAREIS
1/2 X 3 X 6 INCHES

FLAT BAR
3/6 X 1 X 6 INCHES

FLAT BAR
3/16 (X4)
3/8

METER SUPPORT
DETAIL
1"4"
3 7
8 2
6 4
5 1
LEGEND

1. PRECAST CONC. PAVERS

2. METAL EDGE

3. SAND SETTING BED

4. BASE COURSE

5. COMPACTED SUBGRADE COMPACT TO 45%

6. PLANTING AREA, SEE PLAN

7. SOIL SEPARATOR

8. BUILDING/ WALL WHERE OCCURS
3" 4" 3" 8" 3"
1' - 9"
1/2"
1" DIA X 3" LONG PIPE
SLEEVE WELD TO L 2X2
FRAME TPY. OF 3
3/4" DIA. STL. BAR W/4"

LONG HANDLE WELDED TO
BAR

FACE OF METAL DOOR&FRAME

ELEVATION
PLAN
6' - 8"
10' - 0"
6' - 0"
3' - 4"
6 1/2"
CONC. SLAB BEYOND MIN.12"
8" CONC. BLOCK WALL.
6" CONC. CURB
3'-0" x 6'-0"METAL DOOR
TUBE STL. POST TYP.
1" CANE BOLTS SET IN 1-1/2"
x 3" LONG PIPE SLEEVE IN
SLAB
MET. DOOR &FRAME

SLIDING BAR LATCH
EXTEND POST TO 8' AFS

WHERE ENCLOSURE COVER

REQUIRED REFER TO
BUILDING PLAN/ELEV.

A510
4 1/4"/FT.

A510
3 2 1/2" CONC BLOCK ENCLOSURE
WALL
4 X 4TUBE STEEL POST

FILLED W/ CONCRETE, PAINT
TO MATCH ADJ. SURFACE
(3)HEAVY DUTY 5" Wx5"H

HINGES WELDED TO FRAME
&POST, PAINT TO MATCH
ADJ. SURFACE
L3x3x1/4" FRAME AND
2x2x1/4" DIAGONAL

BRACING, WELDED ALL
AROUND
1-1/2" CORRIGATED STEEL

DECKING, WELDED TO

FRAME, PAINT ALL SIDES TO
MATCH ADJ. SURFACEPLAN / SECTION4"6"12"
#4 BARS @ 16" O/C EACH WAY
2500 PSI POTLAND CEMENT CONCRETE PAVEMENT
90% COMPACTED BASE COURSE
90% RECOMPACTED SUBGRADE PER
PROJECT GEOTECHNICAL REPORT.

NOTES:

1. ALL TREAD SURFACES SHALL BE SUP-RESISTANT.

2. REFER TO ARCHITECTURAL DRAWINGS FOR COLOR, PATTERN, TEXTURE, AND FINISH.

3. SEE PLAN LOCATION OF CONTROL JOINTS.
32 0033 - TRENCH DRAIN

SLOPE TO TRENCH DRAINSLOPE TO TRENCH DRAIN

LINE OF NEW

SAWCUT -

ROUGHEN DGES OF

SAWCUT PRIOR TO

POURING NEW
CONC., TYP.

PATCH VAPOR BARRIER AND

SAND CUSHIONS, ASOCCURE

TO MATCH EXISTING -

COORDINATE WITH

LANDLORD'S CONSTRUCTION
RULES AND REGULATIONS.
(N) CONC. TRENCH

PATCH TO MATCH

EXISTING ADJACENT
CONC.
(E) CONC. SLAB
4"
2"
2'-0" MAX.
4"
2"
4"
DRILL 1/2" DIA X4, 1/4" DEEP
HOLES STAGGERED @ 24" ON

OPPOSITE SIDES OF TRENCH
TO RECEIVE # 4 DOWELS X
1'-0" LONG
MAX
1/2"
SEE CIVIL FOR ELEV.

ALIGN
?
CONT. WATERPROOF MEMBRANE

SECTION
FLOOR SYSTEM:

SLAB_2
FLOOR SYSTEM TAGS:

SLAB2
?
CAST IN PLACE CONCRETE BASIC NOTES:

CONCRETE SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE.

CONCRETED STRENGTH AND WEIGHT-REFER TO STRUCTURAL DRAWINGS.

REINFORCING MATERIALS SHALL BE AS WELDED WIRE REINFORMENT ASTM A 185, WELDED STEEL WIRE REINFORCMENT. SHEET TYPE, ROLL TYPE IS NOT PERMITTED.

ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR RODS AND WELD

PLATES SHALL BE ACCURATELY PLACED AND ADEQUETY TIED AND SUPPORTED BEFORE CONCRETE IS PLACED TO PREVENT DISPLACEMNT BEYOND PERMITTED TOLERANCES.

CONCRETE COVER TO REINFORCING STEEL SHALL CONFORM TO THE MINIMUM COVER RECOMMENDATIONS IN AMERICAN CONCRETE INSTITUTE, UNLESS OTHERWISE NOTED.

LAP CONTITNOUS REINFORCING STEEL UNLESS OTHERWISE NOTED. ?
WHERE

REQUIRED

FOR FINISH SEE FINISH PLAN

SEE STRUCT
1/2" or larger clean aggregate
4" min.
?

SECTION
FLOOR SYSTEM:

SLAB_1
FLOOR SYSTEM TAGS:

SLAB_1
?
?

BASE SLAB

SEE STRUCT

SLOPING - SEE PLAN
?
CAST IN PLACE CONCRETE BASIC NOTES:

CONCRETE SHALL BE IN ACCORDANCE WITH AMERICAN
CONCRETE INSTITUTE.

CONCRETED STRENGTH AND WEIGHT-REFER TO STRUCTURAL
DRAWINGS.
1/2" or larger clean aggregate
4" min.
?
LID planter
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:45:08 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A510

SITE DETAILS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1 1/2" = 1'-0"5 PRECAST PAVERS AT CONCRETE
1" = 1'-0"6 PAVING JOINTS
1" = 1'-0"11 HOURS OF OPERATION SIGN4
3" = 1'-0"9 CONCRETE PAVING4
1 1/2" = 1'-0"1 DECOMPOSED GRNITE PAVING
3" = 1'-0"8 WATER METER SUPPORT4
1 1/2" = 1'-0"12 STEEL HEADER @ PAVERS4
1 1/2" = 1'-0"3 SLIDING BAR LATCH
1/4" = 1'-0"7 TRASH ENCLOSURE4
1 1/2" = 1'-0"4 TRASH ENCLOSURE DOOR4
OMIT
OMIT
OMIT
1" = 1'-0"2 TYP. CONCRTE @ WALKABLE SURFACE
1" = 1'-0"15 TRENCH DRAIN DETAIL1
3/4" = 1'-0"14 CONCRETE PATCHING2
1 1/2" = 1'-0"13 TPY. EXPANSION JOIST
OMIT
1 1/2" = 1'-0"16 SLAB_7 1 1/2" = 1'-0"20 SLAB_6
1" = 1'-0"19 LID planter@ meremeter wall
No. Description Date
1 Revision 1 Date 1

THIS PROFILE VIEW SHALL BE LOCATED SO THAT IT IS
VISIBLE TO A TRAFFIC ENFORCEMENT. OFFICER WHEN

A VEHICLE IS PROPERLY PARKED IN THE SPACE AND
SHALL BE 36 INCHES.HIGH BY 36 INCHES
WIDE.USE APPROVED TRAFIC PAINT.
.

WHITE SYMBOL

BLUE BACKGROUND
USE

APPROVED

TRAFFIC PAINT
3' - 0"
3' - 0"

UNAUTHORIZED VEHICLES

PARKED IN DESIGNATED

ACCESSIBLE SPACES

NOT DISPLAYING

DISTINGUISHING PLACARDS

OR LICENSE PLATES

ISSUED FOR PERSONS

WITH DISABILITIES

WILL BE TOWED AWAY AT
OWNER'S EXPENSE.

TOWED VEHICLES MAY BE

RECLAIMED AT
(Address)

OR BY TELEPHONING
(Telephone Number)

SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT

EACH ENTRANCE TO OFF-STREET PARKING FACILITIES,

OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM
EACH STALL OR SPACE. PER TITLE 24 SECTION 1129B.4

SIGNS SHALL BE

PERMANENTLY AFFIXED

REFLECTORIZED SIGN OF

PORCELAIN ON STEEL

WITH BEADED TEXT OR
EQUAL

SIGN SHALL NOT BE LESS THAN
17"x 22" IN SIZE WITH LETTERING
NOT LESS THAN 1" IN HEIGHT TO

CLEARLY AND CONSPICUOUSLY
DELIVER THE MESSAGE.CONTRACTOR SHALL CONTACT

LOCAL GOVERNING AGENCY TO

COMPLETE THE APPROPRIATE

INFORMATION
17" MIN.
22" MIN.
1" MIN.
+80" AFG MIN

TOP PLATFROM

INTERMEDIATE PLATFROM

BOTTOM PLATFROM
60" MIN. WHEN NO DOOR

SWINGS ONTO LANDING
NOTE 1:

WHEN DOOR SWINGS ONTO LANDING 42" MIN PLUS DOOR WIDTH
NOTE 2:

MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY
NOTE 3:

LANDING SHALL BE AS WIDE AS THE WIDEST RAMP RUN LEADING TO

LANDING
SLOPE MAX. RISE
INCHES
MAX. HORIZ

LENGTH, FT

HANDRAILS
REQ'D ?
1:12 (8.33%)
1:15 (6.67%)
1:20 (5.00%)
30 30
30 30

37.5 50
YES
YES
NO
MAX
2' - 3"
34"-38"
3' - 1 1/2"
MIN
1' - 0"

WHEEL GUIDE RAIL TO HAVE A PORTION OF ITS
VERTICAL DIMENSION LOCATED AT 4" ABOVE THE
RAMP SURFACE FOR THE FULL LENTH OF THE RAMP.
48" MIN. @ TYP. ACCESSIBLE RAMP
60" MIN. @ EGRESS RAMP
RISER LESS THAN 12"
(SLOPE 1:20 5%)
MAX. CROSS
SLOPE 2%
LEVEL

LANDING
5%
SLOPE

HANDRAIL
LEVEL

LANDING
48" MIN. 48" MIN.
80" MIN.HEAD ROOM
12" MAX.

APART

2.35"
APART

2.35"

DIRECTION OF TRAVEL
36"

FULL WIDTH OF CROSSWALK
.9" AT BASE
.45" AT TOP
HT
2"

TAPARED EDGES

WHERE EXPOSED

TYPICAL SECTION X

TRUNCATED
DOMES

GROOVES IN SURFACE
1-1/2"
APPROX 3/4" EXCEPT
APPROX 1-1/2" ON

SLOPING PORTION

OF RAMP
B
A
B

MINIMUM
FINE $250

RESERVED

RESERVED
1"
VAN

ACCESSIBLE
11"4"
1"
4"
9"

BOTTOM OF THE SIGN
+80" CLEART TO
2"
36"
6" MIN
12"
18"
18"
12"
6" MIN
2"
18"
MIN 60" CLEAR

BOTTOM OF SIGN

TO ABOVE FINISH
GRADE AND 80" CLEAR

IF LOCATED WITHIN

ACCESSIBLE ROUTE
11"
9"
1/2" RADIUS AT ALL CORNERS

0.08 ALUMINUM STANDARD

ACCESSIBLE PARKING LOGO
70 SQ IN MIN.

WHITE SYMBOL

DARK BLUE BACKGROUND
WHITE 1" HIGH LETTERS
2" X 2" X 3/16" STEEL TUBE

PAINT TO MATCH STEEL

PLAVE ABOVE
8" DIAMETER CONCRETE

FOOTING
(1/8" MIN RADIUS ACC)
E.V.

CHARGER
36" MIN
60" OR LESS
2"
3' - 8"
2"
2' - 6"
UP
STREET

SIDEWALK
MIN
4' - 0"

FACE OF CURB

DETECTABLE

WARNING SURFACE

FOR THE FULL

WIDTH OF THE CURB
RAMP LESS 2" MAX

ON EACH SIDE
2" MAX SPACE

ON EACH SIDE

IF BOTH SIDE OF THE GRADE

BREAK AT THE BOTTOM OF THE
CURB RAMP ARE 60" OR LESS

FROM THE BACK OF THE CURB

PROVIDE DETECTABLE

WARNINGS ON THE SURFACE OF

THE CURB RAMP PER

PROPOSED CA DOT
A511
4 5' - 0" FOR STANDARD ACCESSIBILITY

VAN ACESSIBILITY SPACE ALWAYS TO THE

LEFT OF ACCESS ISLE

STANDARD ACESSIBILITY SPACE
NO

PARKING
9' - 0"
8' - 0" FOR VAN ASSESIBILITY
70 SQ IN ACCESSIBILITY

SIGN AT VAN ACCESSIBLE
STALL. SEE DETAIL.
70 SQ IN ACCESSIBILITY

SIGN AT VAN ACCESSIBLE
STALL. SEE DETAIL.
2% MAX SLOPE

IN ANY DIRECTION

DIMENSION TO

CENTERLINEOF
4" WIDE STRIP

CL CL CL CL

ACCESS AISLE MUST BE

AT THE RIGHT OF VAN

ACCESSIBLE PAKRING
SPACE
6' - 0" WIDE WHEEL STOP, TYP

CENTERED ON STRIPE AT

DOUBLE CONDITION
STRIPES AT 36" O.C.
4" WIDE STRIPE

WITH BLUE

TRAFFIC PAINT
36" O.C.

CL
CL
12" HIGH WHITE

LETTERING
36" SQ BLUE AND

WHITE PAINTED

ACCESSIBLE GRAPHIC

1. 2.

NOTES:
2% MAX SLOPE IN ANY DIRECTION AT ENTIRE ACCESSIBLE PARKING AREA 5' - 0" MIN AT TYP ACCESSIBLE PARKING STALL. 8' - 0" MIN AT VAN ACCESSIBLE PARKING STALL 8' - 0"9' - 0"
A511
11A511
11 ADA COMPLIANT VAN PARKING
A511
2 COLOR CONTRASTING TO

PAVING SURFACE- PREFERABLY

WHITE ON BLACK ASPHALT OR

BLUE ON CONCRETE PER CBC
18' - 0"

EV CHARGING
ONLY

STANDARD

ACESSIBILITY
SPACE
NO

PARKING
12'-0"
144" MIN 116"
9'-0"
106" MIN
5'-0"
60" MIN
18'-0"
216" MIN

CLEAR FLOOR SPACE

EV CHARGER
2% MAX SLOPE
IN ANY

DIRECTION

DIMENSION TO

CENTERLINEOF
4" WIDE STRIP

CL CL CL CL
6' - 0" WIDE WHEEL

STOP, TYP

CENTERED ON

STRIPE AT

DOUBLE CONDITION
4" WIDE STRIPE

WITH BLUE

TRAFFIC PAINT
36" O.C.

CL
CL
12" HIGH WHITE LETTERING

ACCESSIBLE ROUTE
EV CHARGING STATIONS,CBC 11B-812 TECHNICAL

VAN ACCESSIBLE EV SPACE
SIMILAR CONFIGURATION TO VAN ACCESSIBLE PARKING SPACE.
- 12 FEET (144 INCHES) MINIMUM WIDTH
- 18 FEET (216 INCHES) MINIMUM LENGTH
- ACCESS AISLE 5 FEET (60 INCHES) MINIMUM WIDTH LOCATED ON PASSENGER SIDE WITH HEAD-IN PARKING - SURFACE MARKING 12" HIGH LETTERS "EV CHARGING ONLY"
9 FEET STALL/8 FEET ACCESS AISLE IS NOT PERMITTED FOR EV SPACE

EV CHARGING
ONLY

EV CHARGING
ONLY

EVCS NOT

REGULATED BY

SECTION
11B-812

VAN ACCESSIBLE EVCS

STANDARD ACESSIBILITY
SPACE
10'-0"
120" MIN
18'-0"
216" MIN

CLEAR FLOOR SPACE

EV CHARGER
CL CL
6' - 0" WIDE WHEEL STOP, TYP

CENTERED ON STRIPE AT

DOUBLE CONDITION
4" WIDE STRIPE WITH BLUE

TRAFFIC PAINT

ACCESSIBLE ROUTE

EV CHARGING STATIONS
CBC 11B-812 TECHNICAL

AMBULATORY ACCESSIBLE EV SPACE

NO COMPARABLE REQUIREMENT IN
ACCESSIBLE PARKING.
- 12 FEET (144 INCHES) MINIMUM WIDTH
- 18 FEET (216 INCHES) MINIMUM LENGTH
- NO ACCESS AISLE REQUIRED
- SURFACE MARKING 12" HIGH LETTERS "EV
CHARGING ONLY"

ADDITIONAL WIDTH OF SPACE PROVIDES

INCREASED ACCESS FOR INDIVIDUALS WITH

LIMITED OR TEMPORARY MOBILITY
CHALLENGES.

EV CHARGING
ONLY
X

FLARED SIDES CURB
110

FLARED SIDE
WALK
STREET

ADJOINING SLOPE SHALL
NOT EXCEED 1:20
SLOPE = Y:X

WHERE X IS A

LEVEL PANE
X
Y

MEASUREMENT OF CURB RAMP LOPES

DETECTABLE WARNING

SURFACE
A511
4 1" = 1'-0"2

ACCESSIBILITY SYMBOL AT PARKING
SPACE
1" = 1'-0"3

CALIFORNIA TOW AWAY SIGN - CA DOT
VERSION R 100B
N.T.S.15 STRAIGHT RAMP RUN DETAIL
1/8" = 1'-0"16 SINGLE RAMP COMPONENTS
1/2" = 1'-0"4 TRUNCATED DOMES DETAIL
1 1/2" = 1'-0"11 ACESSIBLE PARKING SIGN POST MOUNTING
3/8" = 1'-0"8 DETECTABLE WARNING LOCATIONS
3/4" = 1'-0"1 ACCESSIBLE ENTRACE SIGN
1/4" = 1'-0"13 ACCESSIBLE PARKING STALLS - NO CURB
1/4" = 1'-0"9 EV SPACE VAN ACCESSIBLE
3/16" = 1'-0"7 EV SPACE AMBULATORY ACCESSIBLE
1/8" = 1'-0"12 SIDES OF CURB RAMPS
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:45:10 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A511

SITE DETAILS - ACCESSBILE

PARKING
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
1 Revision 1 Date 1
#

STRUCTURAL

MATERIAL

EXTERIOR FINISH

MATERIAL
FIRE

RATING STC TYPE

INTERIOR FINISH

MATERIAL
R
VALUE

WALL TYPE SCHEDULE
EXT1 2 X 6 WOOD STUDS 2HR
INT1 2X STGR STUD NA GYPSUM 1HR 51 PARTY WALL
HATCH
BATT
INT2 2 X 4 WOOD STUD PARTITION WALLSGYPSUM
INT3 2 X 6 WD. STUD 1HR FIRE SPERATIONGYPSUM
33 INT5 2 X 6 WD. STUD PLUMBING WALLGYPSUM

INSULATION
R-11
NR
1HR
NR
GYPSUM R-19BATT
NA
NA
EXTERIOR50
NA NA

NA NA NA
NA NA
50 -

LA HABRA STUCCO

THICKNESS
7/8" STUCCO
5/8" GYP.
5/8" GYP.
5/8" GYP.
5/8" GYP.
5/8" GYP.

INT6 MTL STUD, CHANNEL SHAFT WALLSGYPSUM 2HRNA NA NA5/8" GYP.

INT4 2 X 6 WD. STUD 2HR FIRE SPERATIONGYPSUM 2HRNA NA NA 635/8" GYP.

PLAN
1/2"
1"
1 1/2"1/2"
5 1/2"
1/2"

SECTION

EXTERIOR TRESPA PANEL
WALL SYSTEM TAGS:

EXT 1
TRS1 DENOTES YELLOW

FINISH COLOR
A04.0.5 ZINC YELLOW

CLOSURE PEICE

UNIQUE TO LOCATION

AT ALL DOORS AND

WINDOWS
9 1/2"
24 GA PAINTED
SHEET MTL.

SEE SHEET A700 DETAIL #8

VAPOR BARRIER

WALL SHEATHING PER STR

INTERIOR GYPSUM BOARD

PHENOLIC WALL PANEL
TEST ASSEMBLY UL. U356

FULL HEIGHT WOOD STUDS
FIRE RATING 1HR

TOTAL THICKNESS VARIES
STC 63 STR. JOIST PER PLAN

SEALANT
(1) LAYER 5/8" TYP
"X" GYPSUM BOARD
1/2" RESILIENT CHANNEL

OR EQUIVALENT ONE
SIDE
ACOUSTICAL 3 -1/2" MINERAL

WOOL BATT INSULATION

BLDG PAPER
1/2" PLYWOOD

SHEATING PANEL

EXTERIOR CONNECTION

EXTERIOR 1HR STUCCO WALL
WALL SYSTEM TAGS:

EXT 2

INTERIOR

EXTERIOR
TEST ASSEMBLY UL. UL263-DES U301

FULL HEIGHT WOOD STUDS
FIRE RATING 2HR
TOTAL THICKNESS 9" (2x6)
STC 62
EXTERIOR 2HR STUCCO WALL
WALL SYSTEM TAGS:

EXT 4
9"
ASSEMBLY OPTIONS:
-STUCCO FINISHING
-5/8" SHEETROCK TYPE X EXTERIOR SHEATHING, FIBEROCK AQUA-TOUGH EXTERIOR

SHEATHING OR SECUROCK GLASS-MAT SHEATHING, ON EXTERIOR SIDE -BATTS AND BLANKET: NOM 2 IN. THICK MINERAL WOOL INSULATION, 96 IN. LONG, CUT TO 15IN. WIDTH, FRICTION FITTED BETWEEN STUDS IN WALL CAVITY. -JOINT TAPE AND COMPOUND-VINYL,DRY OR PREMIXED JOINT COMPOUND,APPLIED TO JOINTS,SCREW HEADS, AND NAIIL HEADS; PAPER TAPE EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS.
-2X6 PYRO-GUARD FIRE-RETARDANT WOOD LUMBER @ 16" O.C
-RESILIENT CHANNEL, 25 MSG GALV STEEL INSTALLED HORIZONTALLY SPACED 24 IN O.C. -TWO LAYERS 5/8" Type X Gypsum Wallboard

VAPRO SHIELD MEMBRANE

VAPRO BATTEN

TRESPA PANEL

VAPRO BATTEN IS UV STABLE FOR USE WITH RAIN

SCREEN DESIGN APPLICATIONS

VAPRO BATTEN CAN BE INSTALLED OVER VAPRO SHIELD
MEMBRANES USING CONVENTIONAL CONSTRUCTION.

PLAN

SECTION
WALL SYSTEM:

EXTERIOR STUCCO
WALL SYSTEM TAGS:

EXST##
1"
1/2"
11"
1/2"
1"
EXTERIOR PLASTER NOTES:

IN ACCORDANCE TO 2010 C.B.C SECTION 2512:

PLASTERING WITH CEMENT PLASTER SHALL BE NOT

LESS THAN THREE COATS WHEN APPLIED OVER

METAL LATH OR WIRE FABRIC LATH OR GYPSUM
BOARD BACKING AS SPECIFIED IN SECTION 2510.5

AND SHALL BE NOT LESS THAN TWO COATS
WHEN APPLIED OVER MASONRY OR CONCRETE. IF

THE PLASTER SURFACE IS TO BE COMPLETELY

COVERED BY VENEER OR OTHER FACING MATERIAL,

OR IS COMPLETELY CONCEALED BY ANOTHER

WALL, PLASTER APPLICATION NEED ONLY BE TWO

COATS, PROVIDED THE TOTAL THICKNESS IS AS SET
FORTH IN ASTM C 926.
14"
EXST4

METAL LATH
STUCCO

VAPOR BARRIER

WALL SHEATHING PER STR

WALL SHEATHING PER STR

CORNERBEAD
VAPROSHIELD EXT 1
LEGEND
1 TRESPA R PURA NFCR PANEL
2 COUNTER SUNK SCREW (WÜRTH

3.5 30/25, AW 20)
3 UNIVERSAL CLIP
6 INSULATION
7 UV VAPROSHIELD RAIN SCREEN
8 VENTILATED CAVITY
9 PLYWOOD PER STR. (5/8" min)
10 2x FRAMING PER TSR

GENERAL INFOEMATION
A PANEL THICKNESS 8mm
B JOINT WIDTH 8mm
C EDGE CLEARANCE min. 20mm, max.
10 x PANEL THICKNESS
D VENTILATION min 20mm
RECOMMENDED max. CAVITY

DEPTH ( BETWEEN RAINSCREEN
CLADDING AND INSULATION) :
50mm. VENTILATION INLETS AND
OUTLETS min. 50cm
2/m
E DISTANCE min. 5mm
C
B
C
1 1
88 2 32 3
106
10 6
A D
7 7 99
10 10
9 9
2 3
18 8
7 7
6 6
2 31
CE
E

SEE ENLARGED FLOOR PLAN FOR

FINISH MATERIAL
FIRE RATED LUMBER@EXTERIOR
1HR RATED WALLS PER 4C 4301.

FRTW PLY CONT.
@ 1 HR WALL

WEEP SCREED

LIQUID APPLIED DECKING FINISH
CONY. FLASHING W/CAULKING

EXT-BALCONYINTERIOR
1 HR RATED FLOOR 1 HR RATED

BALCONY
1 HR RATED
WALL
F2 - UL569 - 1 HR FLOOR CONNECT TO
EXT 2 - U356 - 1 HR WALL
5/8' SHEETROCK BRAND

GYPSUM PANELS
RC-1 RESILIENT CHANNEL
SRM-25 SOUND MAT
1" LEVELROCK FLOOR

UNDERLAYMENT

T&G OR PLYWOOD FLOORING
3-1/4" FIBERGLASS BATT INSULATION

BLDG PAPER
1/2" PLYWOOD

SHEATING PANEL
1/2 " STUCCO

RESILIENT FURRING

CHANNEL

INTERIOR GYPSUM BOARD
PER STR. FOR SPACING

AND SIZING

JOINT FILLER STRIP

WHERE REQD AT EXPANSION
JOINTS - EVERY 10'

SEE ENLARGED FLOOR PLAN FOR

FINISH MATERIAL
FIRE RATED LUMBER@EXTERIOR
1HR RATED WALLS PER 4C 4301.
1" THICK MIN. GLASS FIBER INSULATION

OVER RESILIENT CHANNEL
TWO (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD
25 GA. STEEL INSTALLED

PERPENDICULAR TO JOISTS, SPACED
16" O.C.
3/4" THICK, USG STRUCTURAL PANEL

CONCRETE SUBFLOOR (USGSP),

WITH LONG EDGES TONGUE AND

GROOVED, LONG DIMENSION OF

PANELS TO BE PERPENDICULAR TO

JOISTS (UL TYPE USGSP)
UL570-1 HR FLOOR CONNECT TO U356-1 HR
WALL

WALL SHEATHING PER STR
FRTW PLY CONT. @ 2HR WALL

MEATL LATH

VAPOR BARRIER
STUCCO

RESILIENT FURRING CHANNEL

INTERIOR GYPSUM BOARD

LIGHTWEIGHT CONCRETE

TOPPING

PLYWOOD SUBFLOORING
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Architect Stamp
Sheet Number
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Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
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TC
CAR
TIH
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TA
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NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:45:12 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A700

EXTERIOR WALL SYSTEMS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1 1/2" = 1'-0"5 EXT 1.
1 1/2" = 1'-0"6 EXT 2
1 1/2" = 1'-0"7 EXT 4
1 1/2" = 1'-0"8 EXT 1 VAPRO VENT
1 1/2" = 1'-0"9 2X WALL @ VERTICAL FINS
1 1/2" = 1'-0"10 VAPROSHIELD EXT 1
1 1/2" = 1'-0"11
1 HR BALCONY FLOOR @ 1 HR EXTERIOR
WALL
1 1/2" = 1'-0"12
1 HR INTERIOR FLOOR @ 1 HR EXTERIOR

WALL-TJI
No. Description Date
TEST ASSEMBLY UL. WHI-495-0505

FULL HEIGHT WOOD STUDS
FIRE RATING 2HR TOTAL THICKNESS 8 1/2"
STC (REPORT #SA840523) 50

JOIST CEILING FINISH PER RCP
FLOOR FINISH PER PLAN7 1/2"

SECTION
PLAN
2X8 TOP AND BOTTOM PLATE
2X4 STAGGERED STUDS

INTERIOR PARTY WALL
WALL SYSTEM TAGS:

INT17 1/2"
3-1/2" THERMAFIBER SAFB

BOTH CAVITIES
8 1/2"
1/2" DUROCK BRAND

CEMENT BOARD
1/2" DUROCK BRAND

CEMENT BOARD

ACOUSTICAL JOINT SEALANT

ACOUSTICAL JOINT SEALANT

CORNERBEAD
JOIST

CEILING FINISH PER RCP

FLOOR FINISH PER PLAN

SECTION

INTERIOR PARTITION WALL
WALL SYSTEM TAGS:

INT2
PLAN
TEST ASSEMBLY UL. NR

FULL HEIGHT WOOD STUDS

FIRE RATING NR
TOTAL THICKNESS 4 3/4" (2x4)
STC 33 5"

INTERIOR GYPSUM BOARD

INTERIOR GYPSUM BOARD

INTERIOR GYPSUM BOARD

ACOUSTICAL JOINT SEALANT

ACOUSTICAL JOINT SEALANT

CORNERBEAD
JOIST

CEILING FINISH PER RCP

FLOOR FINISH PER PLAN

SECTION
PLAN
5"
2X4 FRAMING
2X4 FRAMING WD.
(2 LAYER 5/8") TYPE X

ONTERIOR GYPSUM BOARD
TEST ASSEMBLY UL. U301

FULL HEIGHT WOOD STUDS
FIRE RATING 2HR
TOTAL THICKNESS 6" (2x4)

STC NR

INTERIOR FIRE RATED WALL
WALL SYSTEM TAGS:

INT4
(2 LAYER 5/8") TYPE X

ONTERIOR GYPSUM BOARD
(2 LAYER 5/8") TYPE X

ONTERIOR GYPSUM BOARD

ACOUSTICAL JOINT SEALANT

ACOUSTICAL JOINT SEALANT

CORNERBEAD

FLOOR FINISH PER PLAN

SECTION

INTERIOR SHAFT WALL
WALL SYSTEM TAGS:

INT6
TEST ASSEMBLY UL. U415

FULL HEIGHT METAL STUDS
FIRE RATING 2HR
TOTAL THICKNESS 3 1/8"

STC N/A
PLAN
3 1/8"
STEEL STUDS - MIN. 2-1/2 IN.

USG C-H STUDS, 25 GA.

SPACED 24 IN. OC
GYPSUM BOARD - 5/8 IN.

THICK GYPSUM BOARD

APPLIED HORIZONTALLY OR

VERTICALLY
GYPSUM BOARD - 1 IN. THICK
BY NOM. 2 FT. WIDE GYPSUM

LINER PANELS FRICTION FIT
24" O.C.

75.00°

USG C-H STUD
5/8"SHEETROCK BRAND

GYPSUM BOARD
1" MAX.

OVER 2"
1" SHEETROCK BRAND

GYPSUM BOARD LINER
PANEL

USG J-RUNNER

ACOUSTICAL JOINT SEALANT
STEEL STUDS - MIN. 2-1/2 IN.

USG C-H STUDS, 25 GA.

GYPSUM BOARD - 5/8 IN.

THICK GYPSUM BOARD

APPLIED HORIZONTALLY OR

VERTICALLY
GYPSUM BOARD - 1 IN. THICK
BY NOM. 2 FT. WIDE GYPSUM

LINER PANELS FRICTION FIT

SCREW ATTACH

CORNER BEAD
TEST ASSEMBLY UL. U499, W419
TEST ASSEMBLY UL. U334
FULL HEIGHT WOOD STUDS, RC-1 CHANNEL
FIRE RATING 2HR
TOTAL THICKNESS 6 1/2" (2x4)
STC 62
USG-810219
JOIST

CEILING FINISH PER RCP

FLOOR FINISH PER PLAN

SECTION
PLAN
6 1/2"
2X4 FRAMING
2X4 FRAMING WD.
(2 LAYER 5/8")

INTERIOR GYPSUM BOARD
INTERIOR FIRE RATED WALL -STC62
WALL SYSTEM TAGS:

INT4B
25 GA. FURRING CHANNELS

INSTALLED HORIZONTALLY
SPACED 24 IN. O.C.
(2 LAYER 5/8")

INTERIOR GYPSUM BOARD

ACOUSTICAL JOINT SEALANT
(2 LAYER 5/8")

INTERIOR GYPSUM BOARD

ACOUSTICAL JOINT SEALANT

CORNERBEAD
TEST ASSEMBLY UL. NR

FULL HEIGHT WOOD STUDS

FIRE RATING NR
TOTAL THICKNESS 7 1/2" (2x6)

STC NR
JOIST

CEILING FINISH PER RCP

FLOOR FINISH PER PLAN

VARIES-SEE PLAN
5 1/2"

SECTION

INTERIOR PLUMBING WALL
WALL SYSTEM TAGS:

INT 5
PLAN
7"

PLUMBING

WHERE OCCURS
R11 BATT INSULATION

CORNERBEAD

GYPSUM BOARD TYPE C

GYPSUM BOARD TYPE C

GYPSUM BOARD TYPE C

1. REFER TO GENERAL NOTES AND SPECIFICATION FOR THERMAL AND

SOUND BATT INFORMATION

2. REFER TO UL MANUAL FOR FIRE RATED APPROVAL NUMBERS. SEE

GYPSUM ASSOCIATION FIRE RESISTANCE / SOUND CONTROL MANUAL FOR "WP" SOUND RATED APPROVALS. SEE EACH RESPECTIVE MANUAL

FOR COMPLETE DESCRIPTION OF PARTITION CONSTRUCTION
NECESSARY TO ACHIEVE REQUIRED RATINGS. TYPE WITH UL OR GA ASSEMBLY.

3. WHERE INTERIOR PARTITION TERMINATES AGAINST THE CONCRETE

STRUCTURE -SEAL TO CONCRETE TO PROVIDE CONTINUITY OF FIRE AND SOUND RATING.

4. ALL PENETRATIONS THROUGH RATED WALL ASSEMBLIES SHALL BE PROTECTED WITH INTUMESCENT FIRE MATERIAL.

5. METALLIC OUTLET BOXES SHALL BE PERMITTED TO BE INSTALLED IN

STEEL STUD INTERIOR PARTITIONS HAVING GYPSUM BOARD FACINGS

AND CLASSIFIED AS TWO-HOUR OR LESS WITHOUT AFFECTING THE FIRE RESISTANCE RATING. THE SURFACE AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 SQUARE INCHES. THE AGGREGATE SURFACE AREA OF THE SQUARE FEET. BOXES LOCATED ON OPPOSITE SIDES OF

INTERIOR PARTITIONS SHALL BE SEPARATED BY A MINIMUM
HORIZONTAL DISTANCE OF 24" INCHES.

6. CONTRACTOR SHALL PROVIDE, LOCATE AND INSTALL MIN. 20 MIN GA.

METAL BACKING THROUGHOUT THE PROJECT FOR THE ATTACHMENT

AND SUPPORT OF BUILDING FEATURES INCLUDING (BUT NOT LIMITED

TO) SIDING, PLUMBING FIXTURES, FRP TRIM, MILLWORK, GRAB BARS, HANDRAILS AND LIGHT FIXTURES.

7. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH 2010 C.B.C. SECTION R302.11 IN THE FOLLOWING LOCATIONS:

A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVELS.

B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
INCLUDING FURRED SPACES AT 10-FOOT INTERVALS ALONG

THE LENGTH OF THE WALL
C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED

VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
SOFFITS, DROP CEILINGS AND COVERED CEILINGS.

D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE

TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG

AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE

STAIRS IS UNFINISHED
E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS,

FIREPLACES AND SIMILAR OPENING WHICH AFFORD A

PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH

NONCOMBUSTIBLE MATERIALS
INTERIOR PARTION NOTES & FLOOR ASSEMBLY NOTES:

JOIST

CEILING FINISH PER RCP

FLOOR FINISH PER PLAN

SECTION
PLAN
5"
2X4 FRAMING
2X4 FRAMING WD.
(1 LAYER 5/8") TYPE X

ONTERIOR GYPSUM BOARD
TEST ASSEMBLY UL. U314

FULL HEIGHT WOOD STUDS
FIRE RATING 1HR
TOTAL THICKNESS 4 3/4" (2x4)
STC 37

INTERIOR FIRE RATED WALL
WALL SYSTEM TAGS:

INT3
(1 LAYER 5/8") TYPE X

ONTERIOR GYPSUM BOARD
(1 LAYER 5/8") TYPE X

ONTERIOR GYPSUM BOARD

ACOUSTICAL JOINT SEALANT

ACOUSTICAL JOINT SEALANT

CORNERBEAD
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Sheet Number
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Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:45:14 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A701

INTERIOR WALL SYSTEMS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
1 1/2" = 1'-0"1 INT 1 - PARTY WALL
1 1/2" = 1'-0"2 INT 2 - PARTION WALL
1 1/2" = 1'-0"4 INT 4 - 2HR RATED WALL
1 1/2" = 1'-0"6 INT 6 - SHAFT WALL
6" = 1'-0"8 INT 6 - SHAFT WALL- OUTSIDE CORNER
1 1/2" = 1'-0"7 INT 4 - 2HR ACOUSTICAL
1 1/2" = 1'-0"5 INT 5 - PLUMBING WALL
No. Description Date
1 1/2" = 1'-0"3 INT 3 - 1HR RATED WALL
TYPE MARKD01
7' - 0"
D02D03D07D09D10
7' - 0"
TYPE MARK D04
D05
D06
D08
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Architect Stamp
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Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
1/4" = 1'-0"
7/24/2025 2:45:16 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A800

DOOR SCHEDULE
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
Door Schedule.

Type Mark Count Height Width Fire Rating DESCRIPTION COMMENTS D01 2 7' - 0" 6' - 0" 45MIN
D02 9 7' - 0" 3' - 0" 45MIN
D03 40 7' - 0" 3' - 0" 20 MIN
D04 9 7' - 0" 3' - 0" 90MIN
D05 2 7' - 0" 3' - 0" -
D06 86 7' - 0" 2' - 10" -
D07 39 7' - 0" 4' - 0" -
D08 4 7' - 6" 4' - 0" 90MIN ELEVATOR DOOR
D09 1 7' - 0" 6' - 0" 45MIN
D10 26 7' - 0" 6' - 0" -
No. Description Date

NEAREST FLOOR LEVEL

SEE ELEVATIONS

EMERGENCY EGRESS WINDOWS

5.7 SF MIN. REQUIRED
WINDOWS SHALL BE RECESSED A MINIMUM OF THREE (3) INCHES. ADDITIONALLY, WINDOWS AND OTHER OPENINGS SHALL CONTRIBUTE TO 40 PERCENT OF EACH SUCCESSIVE FLOORS ABOVE THE GROUND FLOOR (SECOND, THIRD AND FOURTH FLOORS) AS SHOWN IN EXHIBIT "A."

WHERE GLAZED OPENINGS ARE PROVIDED IN ACCESSIBLE ROOMS OR SPACES FOR OPERATION BY OCCUPANTS, AT LEAST ONE OPENING SHALL COMPLY WITH SECTION 1138A.4. 30” X 48” CLEAR SPACE FOR FORWARD OR PARALLEL APPROACH, REACH RANGES 15 ” TO 48” , REQUIRED FORCE TO OPERATE CONTROLS NO GREATER THAN 5 POUNDS NOTE
TYPE MARKW01W02W03
EGRESS
20" MIN.

EGRESS
24" MIN.
2' - 3"
3' - 6 1/2"3' - 3"

SILL HIGH
44" MAX.
44" MAX. TO ACTUAL OPENING
44" MAX. TO ACTUAL OPENING
24" CLEAR
34 1/8" CLEAR
44" MAXIMUM 41" CLEAR
20" CLEAR
SLIDER
4-0 X 3-6
5-0 X 3-0
6-0 X 3-0

SINGLE /

DOUBLE HUNG
2-9 X 5-0
3-0 X 4-8
2-4 X 5-8
2-6 X 5-0
2-8 X 5-2

SINGLE CASEMENT
2-4 X 3-6
2-6 X 3-0

DOUBLE CASEMENT
4-8 X 3-6
5-0 X 3-0
NEW FOR 2007 CBC - FOR 5.0 SQ.FT.
(GROUND FLOOR)
SLIDER
4-0 X 4-0
5-0 X 3-6
6-0 X 3-0

SINGLE /

DOUBLE HUNG
3-0 X 5-0
3-0 X 5-6
2-4 X 6-8
2-6 X 6-2
2-8 X 5-8

SINGLE CASEMENT
2-4 X 4-0
2-6 X 3-6

DOUBLE CASEMENT
4-8 X 4-0
5-0 X 3-0
FOR 5.7 SQ.FT.
(REQ'D. UNLESS FOR GROUND FLOOR)
SLIDER

SINGLE /

DOUBLE HUNG

CASEMENT
STANDARD 6'8" HEADER HEIGHT

FLOOR LEVEL
NOTES:

1. SIZES ARE TAKEN FROM DATA SUPPLIED BY WINDOW MANUFACTURERS, HOWEVER THESE ARE GENERAL DIMENSIONS. IT IS THE OWNER'S RESPONSIBILITY TO VERIFY THE ACTUAL WINDOWS INSTALLED MEET THE MINIMUM EGRESS REQUIREMENTS.

2. OTHER WINDOW TYPES SUCH AS AWNING, BAY W/ FIXED CENTER & SINGLE / FIXED

COMBO ARE NOT ALLOWED AS AN EGRESS WINDOW UNLESS MFR'S DATA IS PROVIDED

SHOWING ACCEPTABLE OPENING SIZE

EMERGENCY ESCAPE / EXIT WINDOW FOR BEDROOMS
CBC SEC. 1026 REQUIREMENTS:

1. 20" MIN. CLEAR WIDTH

2. 24" MIN. CLEAR HEIGHT

3. 5.7 SQ.FT. MIN. OPENABLE AREA
(EXCEPT FOR GROUND FLOOR)

4. 5.0 SQ. FT. MIN OPENABLE AREA

FOR GROUND LFOOR

FLOOR LEVEL
MIN. WINDOW SIZE FOR
24" CLEAR HEIGHT
(USING 5.7 SQ.FT. REQ'T)
MIN. WINDOW
SIZE FOR 20"

CLEAR WIDTH
(USING 5.7
SQ.FT. REQ'T)

OPENABLE
AREA

OPENABLE
AREA
ESCAPE WINDOWS:

CALL OUT "EGRESS" OR
"ESCAPE" WINDOWS ON

FLOOR PLANS, PROVIDE
EACH BEDROOM BELOW 4TH

FLOOR AND BASEMENTS

WITH AN EMERGENCY
ESCAPE OPENING. MINIMUM

NET CLEAR OPENING AREA
SHALL BE 5.7 SQ.FT. (OR 5.0
SQ.FT. FOR GRADE FLOOR
OPENINGS.) OPENING HEIGHT
SHALL BE 24" MINIMUM

CLEAR AND OPENING WIDTH
SHALL BE 20" MINIMUM
CLEAR. MAXIMUM OPENING
SILL HEIGHT SHALL BE 44 TO

ACTUAL WINDOW OPENING,
CBC SEC, 1026
TYP. WINDOW

ASSEMBLY

PORTLAND CEMENT PLASTER

OVER SELF-FURRED EXTERIOR

PAPER BACKED CORROSION

RESISTANT WIRE FABRIC LATH
2 LAYERS OF GRADE D

MOISTURE RESISITANT

BARRIER OVER

PLYWOOD SHEATHING

PLYWOOD SHEATHING,

WHERE OCCURS, SEE

STRUCTURAL

DRAWINGS
WOOD STUD FRAMING:

SEE STRUCTURAL

DRAWINGS FOR SIZE

AND SPACING

HEADER,

SEE STRUCTURAL

DRAWINGS

SEALANT, TO BE
PAINTED, TYP.

INTERIOR EXTERIOR

SELF ADHEARING SHEET

MEMBRANE, WRAP
AROUND FRAMING @
HEADER
FASTENERCORNER BEAD, TYP.

GSM DRIP FLASHING, LAP

SASM & BUILDING PAPER

PORTLAND CEMENT PLASTER

OVER SELF-FURRED EXTERIOR

PAPER BACKED CORROSION

RESISTANT WIRE FABRIC LATH
2 LAYERS OF GRADE D

MOISTURE RESISITANT

BARRIER OVER

PLYWOOD SHEATHING

PLYWOOD SHEATHING,

WHERE OCCURS, SEE

STRUCTURAL

DRAWINGS

SELF ADHEARING SHEET

MEMBRANE TO LAP OVER

FLASHING

SELF ADHEARING SHEET

MEMBRANE TO WRAP

OVER FRAMING

TYP WINDOW ASSEMBLY
1 LAYER 5/8" THICK

TYPE 'X' GYPSUM

WALLBOARD
STRUCTURAL FRAMING:

SEE STRUCTURAL

DRAWINGS FOR SIZE
CORNER BEAD, TYP.

APRON, TYP.

SEALANT, TO BE
PAINTED, TYP. FASTENER
INSET
3"
1 LAYER 5/8" THICK

TYPE 'X' GYPSUM

WALLBOARD
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
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TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
As indicated
7/24/2025 2:45:18 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A802

WINDOW SCHEDULE
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
NOT TO SCALE1 EGRESS WINDOW DETAIL
No. Description Date
Window Schedule
Type Mark Count Width Height Manufacturer Series Type Material Finish Description.

LEVEL 1
W01 19 5' - 0" 4' - 0" ® 2017 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS W02 1 2' - 11 1/2" 3' - 5 1/2" © 2012 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS W03 4 2' - 11 1/2" 2' - 3 1/2" © 2012 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS LEVEL 2
W01 14 5' - 0" 4' - 0" ® 2017 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS W02 1 2' - 11 1/2" 3' - 5 1/2" © 2012 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS W03 4 2' - 11 1/2" 2' - 3 1/2" © 2012 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS LEVEL 3
W01 13 5' - 0" 4' - 0" ® 2017 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS W02 1 2' - 11 1/2" 3' - 5 1/2" © 2012 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS W03 4 2' - 11 1/2" 2' - 3 1/2" © 2012 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS LEVEL 4
W01 14 5' - 0" 4' - 0" ® 2017 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS W02 1 2' - 11 1/2" 3' - 5 1/2" © 2012 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS W03 4 2' - 11 1/2" 2' - 3 1/2" © 2012 Milgard Manufacturing, Inc. C650 SLIDING FIBERGLASS PAINT CLEAR GLASS 1 1/2" = 1'-0"2 WINDOW DETAIL
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
7/24/2025 2:45:20 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A900

LIGHTING SPECS
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date
www.ULTRA-UNIT.com
Scale
Date
Drawn By
Checked By
Project Number
Sheet Name
Architect Stamp
Sheet Number
Client Name:

Project:

Revisions

RENEWAL

1.31.2025
FA
DATE
C31503
C
LI
NE
S DE
E
TC
CAR
TIH
C ILOF
E
T
TA
S IA
NRO

CAMERON CROCKETT
Architect:

Ultra-Unit Architectural Studio
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Structural Engineer:

David Choi & Associates
1327 Loma Avenue
Long Beach, California 90804
e. [email protected]
Owner:

Sarah Johnson
1377 N Garey Ave, LP
3982 S Figueroa St, Suite 209
Los Angeles CA, 90037
[email protected]
GG
CC
7/24/2025 2:45:21 PM \\unit\Ultra_Projects\2023 pROJECTS\23-1025 1377 N Garey, Pomona - Guell\03 Project Documents\01 Architectural\00 Revit\1377 N Garey Ave _ R24_DL.rvt A901

RAILING
SOUTHLAND DEVELOPMENT CO. INC.

N GAREY AVE
10/7/2024
23-1025
1377 N GAREY AVE

POMONA, CA
No. Description Date