N/A NOM. O.C. PL PLUMB PLYWD PNT PT PTN PVC R RCP RD REQD. RM SCHED. SD SHT SPEC . SPK S.T.C. STD STRUCT SF SQFT THK. TLT TN TO TOC TYP. U.N.O. VB VT W/ WC WH W/O WR
MAXIMUM MISCELLANEOUS MECHANICAL MEMBRANE MINIMUM MOISTURE-RESISTANT GYPSUM WALL BOARD NOT APPLICABLE NOMINAL ON CENTER PROPERTY LINE PLUMBING PLYWOOD PAINT OR PAINTED PRESSURE TREATED PARTITION POLYVINYL CHLORIDE RISER REFLECTED CEILING PLAN ROOF DRAIN REQUIRED ROOM SCHEDULE SMOKE DETECTOR SHEET SPECIFIED OR SPECIFICATION SPRINKLER SOUND TRANSMISSION COEFFICIENT STANDARD STRUCTURAL SQUARE FOOT SQUARE FOOT THICK OR THICKNESS TOILET TRUE NORTH TOP OF TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VAPOR BARRIER VINYL TILE WITH WATER CLOSET WATER HEATER WITHOUT WATER RESISTANT
NORTH ARROW
SECTION LINE #
GRID LINE
X - ###
ELEVATION
PROPERTY LINE
SECTION
X X - ###
CENTER LINE
DETAIL TAG
# X - ###
ELEVATION MARKER
XXXXX 0' - 0"
GRID ID
X
WINDOW ID
X#
DOOR ID
X##
WALL ASSEMBLY
#X
KEY NOTE
###
ROOM ID
ROOM ###
CEILING HEIGHT
0'-0"
OVERHEAD LINE
DETAIL AREA
Sheet Number G - 101 A - 001 A - 100 A - 101 A - 105 A - 106 A - 110 A - 111 A - 112 A - 113 A - 114 A - 115 A - 116 A - 200 A - 201 A - 210 A - 301 A - 310 A - 400 A - 401 A - 405 A - 410 A - 420 A - 501 A - 503 A - 600 S - 100 M - 101 E - 101 P - 101
PROJECT DESCRIPTION: NEW MIXED USE BUILDING LOCATED IN SANTA ANA. CONTAINING 4 STORIES OF FIRE SPRINKLERED, TYPE VA CONSTRUCTION ABOVE 2 STORIES OF FIRE SPRINKLERED, TYPE IA CONSTRUCTION. PROGRAM INCLUDES 65 RESIDENTIAL UNITS, 15,000 SQFT OF RETAIL SPACE, 4,000 SQFT OF CIVIC SPACE, AND 25 PARKING STALLS, 4 OF WHICH ARE ADA STALLS.
Sheet Name TITLE SHEET CODE ANALYSIS SITE PLAN & DIAGRAMS SITE SECTION & DIAGRAMS OCCUPANCY AND EGRESS PLANS OCCUPANCY AND EGRESS PLANS LEVEL 1 FLOOR PLAN LEVEL 2 SPLIT FLOOR PLAN LEVEL 3 PODIUM FLOOR PLAN LEVEL 4 FLOOR PLAN LEVEL 5 FLOOR PLAN LEVEL 6 FLOOR PLAN ROOF PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS EXTERIOR VISUALIZATIONS BUILDING SECTIONS WALL SECTION OF DEVELOPED STACK UNIT PLANS UNIT PLANS ADA BATHROOM ENLARGED PLANS & INTERIOR ELEVATIONS INTERIOR VISUALIZATIONS ENLARGED STAIR PLAN & SECTION (1 TYP. FLOOR) WALL AND FLOOR ASSEMBLIES DETAILS WINDOW & DOOR TYPES AND SCHEDULE AXONOMETRIC FRAMING DIAGRAMS MECHANICAL RCP DIAGRAM & AXONOMETRIC DIAGRAM ELECTRICAL RCP & POWER 1 UNIT W/ LEGEND PLUMBING PLAN & AXONOMETRIC DIAGRAM
LEGAL DESCRIPTION: ADDRESS: 620 N SANTIAGO ST, SANTA ANA, CA 92701 APN: 398-352-07 PARCEL MAP 318-14, PARCEL 2, LOT 7 LEGAL DESCRIPTION: P BK 318 PG 14 PAR 2 ZONING: SD84/M1 ADDITIONAL INFORMATION: REQUIRED SETBACKS: NO SETBACKS SITE EXCAVATION: RESTRICTED 5' PROJECTION OVER PROPERTY LINE ONLY ON THE PEDETRIAN PROMENADE SIDE
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
VICINITY MAP
VISUALIZATION
MIXED-USED MULTIFAMILY HOUSING
TN
W 17TH ST N IA NT GO ST A NT
PROJECT CONSULTANT: GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA 91768 CONSTRUCTION CONSULTANT: MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA 91768
5
PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
E 4TH ST
DATE
SITE
CONTACT INFORMATION ARCHITECT INFO: JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA 91768
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
RK DR CABILLO PA
SA A ES
W 1ST ST
D LV B A AN
GRAND AVE
I.I.C. INSUL INT
MAX. MISC. MECH MEMBR. MIN. MRGWB
PROJECT INFORMATION
MAIN ST
F.F.L. FIXT FLR F.O. FND GA GALV GWB HC HVAC
AT AND NUMBER ACOUSTIC CEILING TILE AREA DRAIN ABOVE FINISH FLOOR ALUMINUM BEYOND BOTTOM CHANNEL CONTROL JOINT CENTER LINE CEILING CLEAR COLUMN CONTINUOUS CERAMIC TILE DOUBLE DIAMETER DIMENSION DOWN DOOR DRAWING EACH ELECTRICAL ELEVATION EQUAL EXPANSION JOINT EXTERIOR FLOOR AREA RATIO FLOOR DRAIN FINISHED FACE OR FINISHED FLOOR FINISHED FLOOR LEVEL FIXTURE FLOOR FACE OF FOUNDATION GAUGE GALVANIZED GYPSUM WALL BOARD HOLLOW CORE HEATING, VENTILATING, AND AIR CONDITIONING IMPACT INSULATION CLASS INSULATED OR INSULATION INTERIOR
N BRISTOL ST
@ & # ACT AD A.F.F. ALUM BYND BOT CHNL CJ CL CLG CLR COL CONT CT DBL DIA DIM DN DR DWG EA ELEC ELEV EQ EXP JT EXT FAR FD F.F.
SHEET INDEX
SYMBOLS
METRO LINE
ABBREVIATIONS
SHEET GRID 20
15
10
5
19
14
9
4
TITLE SHEET 04/05/2023 JCR JCR
Date
18
13
8
3
17
12
7
2
16
11
6
1
Drawn by Checked by
G - 101 Scale
UNIT DATA
BUILDING AREA CALCULATION
STUDIO
1 BEDROOM
2 BEDROOM
LIVE / WORK
LEVEL 1:
X
X
X
5
LEVEL 2 SPLIT:
X
X
X
X
LEVEL 3 PODIUM:
3
8
5
5
LEVEL 4:
3
8
5
X
BUILDING AREA CALCULATION: TYPE IA: LEVEL 1: BUILDING 1: 2,718 SQFT BUILDING 2: 1,975 SQFT BUILDING 3: 7,253 SQFT BUILDING 4: 7,802 SQFT PARKING STRUCTURE: 11,131 SQFT LIVE / WORK UNITS: 5,387 SQFT LEVEL 1 SPLIT: LIVE / WORK UNITS: 3,525 SQFT
LEVEL 5:
7
4
3
X
TYPE IA TOTAL SQFT: 20,043
UNIT MIX:
LEVEL 6:
7
X
2
X
TOTAL:
20
20
15
10
ZONE DATA FLOOR AREA RATIO (FAR) CALCULATIONS: PROVIDED BUILDING AREA = 68,993 SQFT MAX FAR = 1.5:1 68,993 SQFT * 1.5 = 103,490 SQFT GROSS BUILDING AREA = 100,778 SQFT 103,490 SQFT / 100,778 SQFT = 1.02 ACTUAL FAR =1.02:1 HEIGHT RESTRICTIONS: MAXIMUM HEIGHT: 75' BUILDING HEIGHT: 68' OPEN SPACE CALCULATIONS: COMMON OPEN SPACE: 8,679 SQFT CIVIC OPEN SPACE: 1,590 SQFT
TYPE VA: LEVEL 3: BUILDING 1: 10,719 SQFT BUILDING 2: 693 SQFT BUILDING 3: 9,590 SQFT BUILDING 4: 1,018 SQFT LEVEL 4: BUILDING 1: 10,719 SQFT BUILDING 2: 693 SQFT BUILDING 3: 9,117 SQFT LEVEL 5: BUILDING 1: 1,781 SQFT BUILDING 2: 693 SQFT BUILDING 3: 4,011 SQFT BUILDING 4: 1,449 SQFT BUILDING 5: 1,962 SQFT BUILDING 6: 730 SQFT BUILDING 7: 1,451 SQFT LEVEL 6: BUILDING 1: 1,451 SQFT BUILDING 2: 693 SQFT BUILDING 3: 3,516 SQFT BUILDING 4: 1,458 SQFT
PRIVATE OPEN SPACE: TYP. BALCONY SQFT: 47 SQFT NUMBER OF BALCONIES: 58 58 * 47 SQFT = 2,726 SQFT 8,679 SQFT + 1,590 SQFT + 2,726 SQ FT = 12,995 SQFT TOTAL OPEN SPACE = 12,995 SQFT PROVIDED PARKING: 21 STANDARD STALLS 4 ACCESSIBLE STALLS
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
TOTAL PARKING PROVIDED = 25 PARKING STALLS ADDITIONAL INFORMATION: REQUIRED SETBACKS: NO SETBACKS SITE EXCAVATION: RESTRICTED 5' PROJECTION OVER PROPERTY LINE ONLY ON THE PEDESTRIAN PROMENADE SIDE
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
TYPE VA TOTAL SQFT: 61,838 SQFT
MIXED-USED MULTIFAMILY HOUSING PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
CODE ANALYSIS PROGRAM STACK DIAGRAM STUDIO
RETAIL
1 BEDROOM
RESIDENTIAL OPEN SPACE
04/05/2023 Author Checker
Date Drawn by Checked by
2 BEDROOM
UTILITY
LIVE / WORK
CIVIC
EGRESS CORES
LOBBY / AMENITIES
A - 001 Scale
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
SANTIAGO AVENUE
MIXED-USED MULTIFAMILY HOUSING
SANTIAGO AVENUE
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
SITE PLAN & DIAGRAMS POINSETTIA STREET
POINSETTIA STREET
PROMENADE DEVELOPMENT DIAGRAM
GREEN SPACE
PROGRAM ORGANIZATION DIAGRAM
LIVE / WORK UNITS
COURTYARD OUTLINE
04/05/2023 Author Checker
Date Drawn by Checked by
IMPLIED COURTYARD
CIVIC PROGRAM
OPEN SPACE CONNECTION PATH
GREEN SPACE
A - 100
LOBBY PROGRAM COMMERCIAL PROGRAM
Scale
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
12PM
3PM
WINTER SOLSTICE
9AM
MIXED-USED MULTIFAMILY HOUSING PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
VERNAL EQUINOX
PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
SUMMER SOLSTICE
ISSUE
DATE
SITE SECTION & DIAGRAMS SUN STUDY DIAGRAM
MASSING DIAGRAM
LIVE / WORK UNITS
LOT 7 RESIDENTIAL UNITS
04/05/2023 Author Checker
Date Drawn by Checked by
CIVIC PROGRAM
LOT 6 RESIDENTIAL UNITS
A - 101
LOBBY PROGRAM COMMERCIAL PROGRAM Scale
PL
PL
PL
PL
DN
56'-4" TO COMMON PATH
DN
205 SQFT A3 15 14
103'-11" TO COMMON PATH
53'-11" TO COMMON PATH
56'-4" TO COMMON PATH
56'-4" TO COMMON PATH
46'-11" TO COMMON PATH
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
UP
PL
PL
UP
103'-11" TO COMMON PATH 186'-1" MAX TRAVEL DISTANCE
COMMUNITY GARDEN 3,354 SQFT A3 300 12
56'-4" TO COMMON PATH
SHARED OUTDOOR SPACE
UP
UP
DN
44'-8" TO COMMON PATH
PL
10,719 SQFT R2 200 54
44'-8" TO COMMON PATH
44'-8" TO COMMON PATH 117'-8" MAX TRAVEL DISTANCE
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
PL
2167 SQFT A3 15 161
UP
123'-7" TO EXIT
PL
SHARED OUTDOOR SPACE
AL ON 6" IAG 113'D UM L = XIM NA MA IAGO " 9 '.D 340 MAX 1/3
DN
N RATIO SEPA
693 SQFT R2 200 4
99'-4" EXIT SEPARATION
DN
UP
UP
DN
" EXIT 96' - 9
103'-11" TO COMMON PATH
PL
UP
56'-4" TO COMMON PATH
PL
103'-11" TO COMMON PATH
PL
41'-1 SEP 1" EXIT ARA TION
PL
UP
70' - 2" EXIT SEPARATION
LAUNDRY 1018 SQFT S2 200 6
92 1/3 '-5" M MA AX X. IMU DIA M GO DIA NA GO L = NA 30 L '- 9 "
42'-11" TO COMMON PATH
46'-11" TO COMMON PATH
UP
DN
PL
103'-11" TO COMMON PATH
46'-11" TO COMMON PATH 145'-5" MAX TRAVEL DISTANCE
UP
= = = = = =
49 OCCUPANTS 2 OCCUPANTS 2 OCCUPANTS 1 OCCUPANT 3 OCCUPANTS 2 OCCUPANTS
= =
1 OCCUPANT 633 OCCUPANTS
LEVEL 3 PLANTER: ASSEMBLY (A3) 3,354 SF / 300 SF
=
12 OCCUPANTS
LEVEL 3 PLANTER TOTAL:
=
12 OCCUPANTS
LEVEL 3 PODIUM: RESIDENTIAL (R2) 10,719 SF / 200 SF 693 SF / 200 SF 12,968 SF / 200 SF ASSEMBLY (A3) 195 SF / 15 SF 2,167 SF / 15 SF 205 SF / 15 SF STORAGE (S2) 1018 SF / 200 LEVEL 3 PODIUM TOTAL:
54 OCCUPANTS 4 OCCUPANTS 65 OCCUPANTS
= = =
13 OCCUPANTS 161 OCCUPANTS 14 OCCUPANTS
=
6 OCCUPANTS
=
317 OCCUPANTS
32'
64'
128'
EGRESS CALCULATIONS PL
PL
PL
EGRESS COMPONENTS EGRESS COMPONENT CAPACITY FACTOR = 0.2" (12 * 0.2") / 1 = 2.4" MIN. EACH EGRESS COMPONENT TO BE 36" MIN.
EXIT TO PUBLIC
EXIT TO PUBLIC
EXIT TO PUBLIC
BIKE STORAGE 500 SQFT S2 300 2
EXIT TO PUBLIC
RESTAURANT KITCHEN 1,137 SQFT A2 200 6
EXIT TO PUBLIC
EXIT TO PUBLIC
EXIT TO PUBLIC
68 1/3 '-7" M MA AX I X. DIA MUM GO DIA NA GO L NA SE 50'- = 2 L PA 8" E 2'10" RA XI T T
L ONA " 8 DIAG UM L = 36'IM X A A 0" M GON 110'- AX. DIA 1/3 M 65'-5" EXIT SEPARATION
PL
1
BOOK SHOP 1,673 SQFT PL M 60 28
EXIT TO PUBLIC
PL
OCCUPANCY AND EGRESS PLAN LEVEL 1 1/32" = 1'-0"
NOTES
RESTAURANT 1,834 SQFT A2 15 123
UP
PROJECT OWNER: GIOVANNI FRUTTALDO
UP
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
25'-9" EXIT SEPARATION
EXIT TO PUBLIC
ISSUE
EXIT TO PUBLIC
PL
16'
PL
32'
64'
128'
SYMBOLS AND LEGEND BUILDING LENGTH
MAXIMUM TRAVEL DISTANCE OF R2 OCCUPANCY IS 250' PER TABLE 1017.2 COMMON PATH OF TRAVEL OF R2 OCCUPANCY IS A MAXIMUM OF 125' PER TABLE 1006.2.1 LEVEL 2 SPLIT ONLY CONTAINS LIVE / WORK UNIT TYPES.
OCCUPANCY AND EGRESS PLANS
EXIT SEPARATION LENGTH
LABEL
BUILDING OUTLINE SQUARE FOOTAGE OF BUILDING AREA
### SQFT
PATH TO EGRESS
OCCUPANT LOAD
X#
### ###
OCCUPANT LOAD FACTOR
04/05/2023 Author Checker
Date
COMMON PATH OF TRAVEL OCCUPANCY CLASSIFICATION
DATE
IO N
EXIT TO PUBLIC
0'
OCCUPANCY LABEL
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
25'-9" EXIT SEPARATION
CAFE 1,975 SQFT A2 15 132
EXIT TO PUBLIC
EXIT TO PUBLIC
25'-9" EXIT SEPARATION
LOBBY 855 SQFT S2 300 3
UP EXIT TO PUBLIC
EXIT TO PUBLIC
MIXED-USED MULTIFAMILY HOUSING
UP
EXIT TO PUBLIC
LEVEL 3 PODIUM: OCCUPANT LOAD = 317 NUMBER OF EGRESS STAIRS = 4 STAIR WIDTH STAIRWAY CAPACITY FACTOR = 0.3" (317 * 0.3") / 4 = 23.775" MIN. EACH STAIR WIDTH TO BE 44" MIN. (ACTUAL WIDTH 48") EGRESS COMPONENTS EGRESS COMPONENT CAPACITY FACTOR = 0.2" (317 * 0.2") / 4 = 15.85" MIN. EACH EGRESS COMPONENT TO BE 36" MIN.
UP
EXIT TO PUBLIC
EXIT TO PUBLIC
25'-9" EXIT SEPARATION
EXIT TO PUBLIC
MECHANICAL ROOM 464 SQFT S2 300 2
MAIL ROOM 227 SQFT S2 300 1
EXIT TO PUBLIC
EXIT TO PUBLIC EXIT TO PUBLIC
EXIT TO PUBLIC
EXIT TO PUBLIC
EXIT TO PUBLIC
GROCERY STORE 6,129 SQFT M 60 103
TRASH ROOM 263 SQFT U 300 1
LW UNITS 8,910 SQFT R2 200 45
75 1/3 '-6" MA MA X. XIM DI UM AG ON DIA 6 AL GO SE 1'-7 = NA PA " E RA XI 25 L T TI '-2 ON "
EXIT TO PUBLIC
PARKING 9,742 SQFT S2 200 49
PL
UP
EXIT TO PUBLIC
EXIT TO PUBLIC
EGRESS COMPONENTS EGRESS COMPONENT CAPACITY FACTOR = 0.2" (633 * 0.2") / 29 = 4.3" MIN. EACH EGRESS COMPONENT TO BE 36" MIN. LEVEL 3 PLANTER: OCCUPANT LOAD = 12 NUMBER OF EGRESS STAIRS = 1 STAIR WIDTH STAIRWAY CAPACITY FACTOR = 0.3" (12 * 0.3") / 1 = 3.6" MIN. EACH STAIR WIDTH TO BE 44" MIN. (ACTUAL WIDTH 48")
PL
ELECTRICAL ROOM 446 SQFT S2 300 2
UP
LEARNING CENTER 2,718 SQFT B 20 136
PL
LEVEL 1: OCCUPANT LOAD = 633 NUMBER OF EGRESS COMPONENTS = 29 STAIR WIDTH STAIRWAY CAPACITY FACTOR = 0.3" (633 * 0.3") / 29 = 6.5" MIN. EACH STAIR WIDTH TO BE 44" MIN.
EXIT TO PUBLIC
= = =
16'
PL
123 OCCUPANTS 6 OCCUPANTS 132 OCCUPANTS
0'
PL
= = =
128'
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
PL
PL
103 OCCUPANTS 28 OCCUPANTS
64'
SE 24'PA 3" RA EX TI IT O N
= =
32'
133'-2 SEPA " EXIT RATIO N
136 OCCUPANTS
16'
PL
OCCUPANCY AND EGRESS PLAN LEVEL 3 PLANTER 1/32" = 1'-0"
TR 10 AV 4'-1 EL 1" DI MA ST X AN CE
=
0'
PL
30'-9" EXIT SEPARATION
LEVEL 1 TOTAL:
45 OCCUPANTS
2
PL
L NA GO 1" DIA 56'UM L = XIM NA MA IAGO '-3" D 168 MAX. 1/3
UTILITY (U) 263 SF / 300 SF
=
PL
L NA GO '-3" DIA 42 UM L = XIM NA MA AGO '-9" . DI 126 MAX 1/3
LEVEL 1: RESIDENTIAL (R2) 8,910 SF / 200 SF BUSINESS (B) 2,718 SF / 20 SF MERCANTILE (M) 6,129 SF / 60 SF 1,673 SF / 60 SF ASSEMBLY (A2) 1,834 SF / 15 SF 1,137 SF / 200 SF 1,975 SF / 15 SF STORAGE (S) 9,742 SF / 200 SF 446 SF / 300 SF 464 SF / 300 SF 227 SF / 300 SF 855 SF / 300 SF 500 SF / 300 SF
PL
87'8" M DIS AX T TA RA NC VE L E
OCCUPANCY CALCULATIONS
PL
PL
OCCUPANCY AND EGRESS PLAN LEVEL 3 PODIUM 1/32" = 1'-0"
PL
PL
PL
PL
PL
PL
PL
PL
49'-7" TO COMMON PATH
PL
PL
46'-11" TO COMMON PATH
DN
12,968 SQFT R2 200 65
PL
PL
46'-11" TO COMMON PATH 125'-3" MAX TRAVEL DISTANCE
DN
3
PL
PL
195 SQFT A3 15 13
PL
PL
PL
SHARED OUTDOOR SPACE
61'-0" EXIT SEPARATION
PL
Drawn by Checked by
EXIT STAIRWAY
A - 105
### SQFT
OCCUPANCY LABEL
X#
### ### Scale
1/32" = 1'-0"
PL
PL
PL
PL
PL
PL
PL
44'-8" TO COMMON PATH
44'-8" TO COMMON PATH
730 SQFT R2 200 4
44'-8" TO COMMON PATH
44'-8" TO COMMON PATH
PL
44'-8" TO COMMON PATH
DN
1,451 SQFT R2 200 7
113 '-2" E
693 SQFT R2 200 4
DN
44'-8" TO COMMON PATH
46'-11" TO COMMON PATH
PL
22 1/ 9'3 7" M M AX A . D XIM IA U G M O D N IA AL G = ON 76 A '- 6 L "
UP
79'-3" TO COMMON PATH 88'-1" MAX TRAVEL DISTANCE
XIT SE PA RA TIO N
N IO AT AR P SE
PL
1,458 SQFT R2 200 8
PL
44'-8" TO COMMON PATH
PL
EX IT S EP AR AT ION 61'1"
693 SQFT R2 200 4
56'-4" TO COMMON PATH T XI "E '-3 89
AL ON '-4" AG 67 DI L = UM NA IM O AX G M DIA 0" X. 2'- A 20 /3 M 1
DN
1,781 SQFT R2 200 9
N TIO RA PA SE XIT "E '-5 68
PL
1,962 SQFT R2 200 10 44'-8" TO COMMON PATH
PL
46'-11" TO COMMON PATH
DN
UP
PL
PL
1,451 SQFT R2 200 8
PL
PL
PL
PL
PL
PL
DN 47'-6" TO COMMON PATH
1,449 SQFT R2 200 8
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
UP
DN 49'-5" TO COMMON PATH
OCCUPANCY CALCULATIONS
PL
PL
69'-3" TO COMMON PATH 137'-7" MAX TRAVEL DISTANCE
51'-7" TO COMMON PATH 44'-8" TO COMMON PATH
PL
PL
PL
PL
2 0'
16'
32'
64'
128'
PL
=
78 OCCUPANTS
= = = = = = =
21 OCCUPANTS 4 OCCUPANTS 9 OCCUPANTS 8 OCCUPANTS 4 OCCUPANTS 10 OCCUPANTS 8 OCCUPANTS
LEVEL 5 TOTAL:
=
64 OCCUPANTS
LEVEL 6 TOTAL:
LEVEL 4: OCCUPANT LOAD = 78 NUMBER OF EGRESS STAIRS = 3 STAIR WIDTH STAIRWAY CAPACITY FACTOR = 0.3" (78 * 0.3") / 3 = 7.8" MIN. EACH STAIR WIDTH TO BE 44" MIN. (ACTUAL WIDTH 48")
PL
PL
= = = = =
7 OCCUPANTS 4 OCCUPANTS 18 OCCUPANTS 8 OCCUPANTS 37 OCCUPANTS
64'
128'
PL
46'-11" TO COMMON PATH
52'-1" TO COMMON PATH
46'-11" TO COMMON PATH
46'-11" TO COMMON PATH
EGRESS COMPONENTS EGRESS COMPONENT CAPACITY FACTOR = 0.2" (78 * 0.2") / 3 = 5.2" MIN. EACH EGRESS COMPONENT TO BE 36" MIN. (ACTUAL WIDTH 36")
UP DN
56'-4" TO COMMON PATH '-7" 115
LEVEL 5: OCCUPANT LOAD = 63 NUMBER OF EGRESS STAIRS = 3 STAIR WIDTH STAIRWAY CAPACITY FACTOR = 0.3" (64 * 0.3") / 3 = 6.4" MIN. EACH STAIR WIDTH TO BE 44" MIN. (ACTUAL WIDTH 48")
UP
693 SQFT R2 200 4
'82
EGRESS COMPONENTS EGRESS COMPONENT CAPACITY FACTOR = 0.2" (64 * 0.2") / 3 = 4.26" MIN. EACH EGRESS COMPONENT TO BE 36" MIN. (ACTUAL WIDTH 36")
IT EX 3"
DN
44'-8" TO COMMON PATH
N TIO RA PA SE
IT S EX
N ATIO AR EP
MIXED-USED MULTIFAMILY HOUSING
56'-4" TO COMMON PATH
AL ON '-0" G 5 A DI = 9 M AL MU ON I AX IAG "M D '-0 AX. 5 28 3 M 1/
UP
10,719 SQFT R2 200 54 56'-4" TO COMMON PATH
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
3,850 SQFT R2 200 20
PROJECT OWNER: GIOVANNI FRUTTALDO
50'-4" TO COMMON PATH
DN
LEVEL 6: OCCUPANT LOAD = 36 NUMBER OF EGRESS STAIRS = 3 STAIR WIDTH STAIRWAY CAPACITY FACTOR = 0.3" (37 * 0.3") / 3 = 3.7" MIN. EACH STAIR WIDTH TO BE 44" MIN. (ACTUAL WIDTH 48") EGRESS COMPONENTS EGRESS COMPONENT CAPACITY FACTOR = 0.2" (37 * 0.2") / 3 = 2.46" MIN. EACH EGRESS COMPONENT TO BE 36" MIN. (ACTUAL WIDTH 36")
PL
46'-11" TO COMMON PATH 132'-11" MAX TRAVEL DISTANCE
PL
LEVEL 6: RESIDENTIAL (R2) 1,451 SF / 200 SF 693 SF / 200 SF 3,516 SF / 200 SF 1,458 SF / 200 SF
32'
EGRESS CALCULATIONS
PL
LEVEL 5: RESIDENTIAL (R2) 4,011 SF / 200 SF 693 SF / 200 SF 1,781 SF / 200 SF 1,451 SF / 200 SF 730 SF / 200 SF 1,962 SF / 200 SF 1,449 SF / 200 SF
16'
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
PL
LEVEL 4 TOTAL:
PL
PL
54 OCCUPANTS 20 OCCUPANTS 4 OCCUPANTS
PL
0'
PL
= = =
PL
OCCUPANCY AND EGRESS PLAN LEVEL 5 1/32" = 1'-0"
PL
LEVEL 4: RESIDENTIAL (R2) 10,719 SF / 200 SF 3,850 SF / 200 SF 693 SF / 200 SF
46'-6" TO COMMON PATH
51'-7" TO COMMON PATH 199'-0" MAX TRAVEL DISTANCE
51'-7" TO COMMON PATH
PL
OCCUPANCY AND EGRESS PLAN LEVEL 6 1/32" = 1'-0"
51'-7" TO COMMON PATH
PL
3
PL
66'-7" TO COMMON PATH 134'-5" MAX TRAVEL DISTANCE
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
76'-10" TO COMMON PATH
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
PL
PL
PL
PL
3,516 SQFT R2 200 17
51'-3" TO COMMON PATH
4,011 SQFT R2 200 21
56'-4" TO COMMON PATH
46'-11" TO COMMON PATH
44'-8" TO COMMON PATH
44'-8" TO COMMON PATH 117'-8" MAX TRAVEL DISTANCE
46'-11" TO COMMON PATH 123'-1" MAX TRAVEL DISTANCE
DN
ISSUE
PL
1
PL
PL
OCCUPANCY AND EGRESS PLAN LEVEL 4 1/32" = 1'-0"
NOTES
PL
0'
OCCUPANCY LABEL
16'
PL
32'
64'
128'
SYMBOLS AND LEGEND BUILDING LENGTH
MAXIMUM TRAVEL DISTANCE OF R2 OCCUPANCY IS 250' PER TABLE 1017.2 COMMON PATH OF TRAVEL OF R2 OCCUPANCY IS A MAXIMUM OF 125' PER TABLE 1006.2.1
OCCUPANCY AND EGRESS PLANS
EXIT SEPARATION LENGTH
LABEL
BUILDING OUTLINE SQUARE FOOTAGE OF BUILDING AREA
### SQFT
PATH TO EGRESS
OCCUPANT LOAD
X#
### ###
OCCUPANT LOAD FACTOR
04/05/2023 Author Checker
Date
COMMON PATH OF TRAVEL OCCUPANCY CLASSIFICATION
DATE
Drawn by Checked by
EXIT STAIRWAY
A - 106
### SQFT
OCCUPANCY LABEL
X#
### ### Scale
1/32" = 1'-0"
A A - 301 330' D - 0" 9' - 2"
24' - 3"
28' - 4"
66' - 4"
4' - 0"
PL
26' - 9"
PL
31' - 4"
9' - 8"
PL
99' - 9"
39' - 10"
PL
PL
PL UP
31' - 10"
21' - 3"
UP
TRANSFORMER AREA
PL
UNIT TYPE 4A LIVE / WORK
25' - 4"
LEARNING CENTER
TRASH
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PL
MECHANICAL ROOM
ELECTRICAL ROOM
UNIT TYPE 4C LIVE / WORK
UP
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
LEARNING CENTER OUTDOOR SPACE UP
PL
PARKING
LOBBY UNIT TYPE 4B LIVE / WORK
2
209' D - 0"
126' - 3"
B
A - 200
UP
146' - 2"
1
D - 0" 209'
A - 201
PL
OFFICE
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
2
A - 201
GROCERY STORE UP
BIKE STORAGE
UNIT TYPE 4B LIVE / WORK
PUBLIC PARK
PL
A - 301
UP
UP
UNIT TYPE 4C LIVE / WORK
PL
PL
MIXED-USED MULTIFAMILY HOUSING
RESTAURANT
20' - 2"
20' - 6"
BOOK SHOP
CAFE
11' - 0"
10' - 5"
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
PL 8' - 1"
31' - 4"
PL 53' - 5"
11' - 0"
PL
PL 19' - 5"
107' - 4"
PL
31' - 5"
63' - 1"
PROJECT OWNER: GIOVANNI FRUTTALDO
9' - 2"
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
330'D- 0" 1
ISSUE
A - 200
1
LEVEL 1 GROUND 1/16" = 1'-0"
0'
8'
16'
32'
DATE
64'
NOTES
LEVEL 1 FLOOR PLAN 04/05/2023 Author Checker
Date Drawn by Checked by
A - 110 Scale
1/16" = 1'-0"
A A - 301 330'D- 0"
PL
PL
PL
PL
PL
PL
DN
UNIT TYPE 4A LIVE / WORK
PL
UP
PL
DN
UNIT TYPE 4C LIVE / WORK
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PL
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768 UNIT TYPE 4B LIVE / WORK
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
A - 200
UP
2
UP
B
209' D - 0"
1
D - 0" 209'
A - 201
PL
DN
2
A - 201
DN
A - 301
PL
UNIT TYPE 4B LIVE / WORK
UNIT TYPE 4C LIVE / WORK DN
PL
PL
MIXED-USED MULTIFAMILY HOUSING PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
PL
PL
PL
PL
PROJECT OWNER: GIOVANNI FRUTTALDO
PL
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
330'D- 0" 1 A - 200
1
LEVEL 2 SPLIT 1/16" = 1'-0"
ISSUE
0'
8'
16'
32'
DATE
64'
NOTES
LEVEL 2 SPLIT FLOOR PLAN 04/05/2023 Author Checker
Date Drawn by Checked by
A - 111 Scale
1/16" = 1'-0"
A A - 301 330' D - 0"
PL
PL
PL
PL
PL
PL
DN
PL
UNIT TYPE 2B 1 BEDROOM
UNIT TYPE 2A 1 BEDROOM
UNIT TYPE 2B 1 BEDROOM
DN
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PL
UNIT TYPE 4C LIVE / WORK UNIT TYPE 2B 1 BEDROOM
UNIT TYPE 2C 1 BEDROOM
UP
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
COMMUNITY GARDEN UP
PL
COMMUNITY LAUNDRY
UP
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 4B LIVE / WORK
DN
DN
B
UP
A - 200
DN
2
D - 0" 209'
1
209' D - 0"
A - 201
PL
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
2
A - 201
UNIT TYPE 4B LIVE / WORK
A - 301
UNIT TYPE 1A STUDIO
UNIT TYPE 3A 2 BEDROOM
PL
COMMUNITY GARDEN UP
UP
UNIT TYPE 2C 1 BEDROOM
UP
MIXED-USED MULTIFAMILY HOUSING
PL
PL
UNIT TYPE 4C LIVE / WORK
UNIT TYPE 4C LIVE / WORK
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 2A 1 BEDROOM
UNIT TYPE 1B STUDIO
UNIT TYPE 1B STUDIO
UNIT TYPE 2B 1 BEDROOM
2 3 A - 400
UP
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
PL
PL
PL
PL
PROJECT OWNER: GIOVANNI FRUTTALDO
PL
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
DEVELOPED STACK
330'D- 0" 1
ISSUE
A - 200
1
LEVEL 3 PODIUM 1/16" = 1'-0"
0'
8'
16'
32'
DATE
64'
NOTES
LEVEL 3 PODIUM FLOOR PLAN 04/05/2023 Author Checker
Date Drawn by Checked by
A - 112 Scale
1/16" = 1'-0"
A A - 301 330' D - 0"
PL
PL
PL
PL
UNIT TYPE 2A 1 BEDROOM
UNIT TYPE 2B 1 BEDROOM
PL
UNIT TYPE 2B 1 BEDROOM
PL
PL
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PL
UNIT TYPE 4C LIVE / WORK UNIT TYPE 2C 1 BEDROOM
UNIT TYPE 2B 1 BEDROOM
UP
DN
PL
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768 UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 4B LIVE / WORK
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
UP
DN
A - 200
1 A - 420
2
209' D - 0"
1
209' D - 0"
A - 201
PL
UP
2
A - 201
B A - 301
UNIT TYPE 4B LIVE / WORK
UNIT TYPE 3A 2 BEDROOM
PL
UNIT TYPE 1A STUDIO
UNIT TYPE 2C 1 BEDROOM
DN
MIXED-USED MULTIFAMILY HOUSING
PL
PL
UNIT TYPE 4C LIVE / WORK
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 2A 1 BEDROOM
UNIT TYPE 1B STUDIO
UNIT TYPE 1B STUDIO
UNIT TYPE 2B 1 BEDROOM
2 4 A - 400
UNIT TYPE 4C LIVE / WORK
DN
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
PL
PL
PL
PL
PROJECT OWNER: GIOVANNI FRUTTALDO
PL
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
DEVELOPED STACK
330'D- 0" 1
ISSUE
A - 200
1
LEVEL 4 1/16" = 1'-0"
0'
8'
16'
32'
DATE
64'
NOTES
LEVEL 4 FLOOR PLAN 04/05/2023 Author Checker
Date Drawn by Checked by
A - 113 Scale
1/16" = 1'-0"
A A - 301 330' D - 0"
PL
PL
PL
PL
PL
PL
UNIT TYPE 1B STUDIO
UNIT TYPE 1B STUDIO
PL
UNIT TYPE 1B STUDIO
PL
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
UNIT TYPE 1B STUDIO
UNIT TYPE 2C 1 BEDROOM
DN
UP
PL
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768 UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 2C 1 BEDROOM
UP
A - 200
DN
2
209' D - 0"
1
D - 0" 209'
A - 201
PL
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
2
A - 201
B A - 301 UNIT TYPE 1A STUDIO
PL
UNIT TYPE 1B STUDIO
UP
UNIT TYPE 1B STUDIO
PL
PL
MIXED-USED MULTIFAMILY HOUSING
2 5 A - 400 UNIT TYPE 2A 1 BEDROOM
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 2B 1 BEDROOM
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
PL
PL
PL
PL
PROJECT OWNER: GIOVANNI FRUTTALDO
PL
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
DEVELOPED STACK
330'D- 0" 1
ISSUE
A - 200
1
LEVEL 5 1/16" = 1'-0"
0'
8'
16'
32'
DATE
64'
NOTES
LEVEL 5 FLOOR PLAN 04/05/2023 Author Checker
Date Drawn by Checked by
A - 114 Scale
1/16" = 1'-0"
A A - 301 330' D - 0"
PL
PL
PL
PL
PL
PL
PL
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PL
DN
UNIT TYPE 1B STUDIO
PL
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768 UNIT TYPE 1B STUDIO
A - 200
DN
2
209' D - 0"
1
D - 0" 209'
A - 201
PL
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
2
A - 201
B A - 301 UNIT TYPE 1B STUDIO
PL
UNIT TYPE 1A STUDIO
UNIT TYPE 1B STUDIO
MIXED-USED MULTIFAMILY HOUSING
PL
PL
DN
UNIT TYPE 1B STUDIO
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 3A 2 BEDROOM
UNIT TYPE 1B STUDIO
1 6 A - 400
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
PL
PL
PL
PL
PROJECT OWNER: GIOVANNI FRUTTALDO
PL
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
DEVELOPED STACK
330'D- 0" 1
ISSUE
A - 200
1
LEVEL 6 1/16" = 1'-0"
0'
8'
16'
32'
DATE
64'
NOTES
LEVEL 6 FLOOR PLAN 04/05/2023 Author Checker
Date Drawn by Checked by
A - 115 Scale
1/16" = 1'-0"
PL
PL
PL
PL
1.5 : 12 SLOPE
1.5 : 12 SLOPE
PL
1.5 : 12 SLOPE
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
1.5 : 12 SLOPE
1.5 : 12 SLOPE
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
1.5 : 12 SLOPE
1.5 : 12 SLOPE
1.5 : 12 SLOPE
1.5 : 12 SLOPE
PL
PL
1.5 : 12 SLOPE
PL
1.5 : 12 SLOPE
PL
1.5 : 12 SLOPE
PL
PL
PL
PL
MIXED-USED MULTIFAMILY HOUSING
1.5 : 12 SLOPE
1.5 : 12 SLOPE
1.5 : 12 SLOPE
1.5 : 12 SLOPE
1.5 : 12 SLOPE
1.5 : 12 SLOPE
1.5 : 12 SLOPE
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
PL
PL
PL
PL
PROJECT OWNER: GIOVANNI FRUTTALDO
PL
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
1
ROOF PLAN 1/16" = 1'-0"
0'
SYMBOLS AND LEGEND ROOF DRAIN CONDENSER UNIT
8'
16'
32'
DATE
64'
NOTES ROOF PLAN
RAIN WATER TO DRAIN INTO A CISTERN. COLLECTED RAIN WATER TO BE USED FOR GROUND IRRIGATION. FLAT ROOFS SHALL HAVE A 2% SLOPE TOWARD ROOF DRAIN
04/05/2023 Author Checker
Date Drawn by Checked by
A - 116 Scale
1/16" = 1'-0"
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
2
INTERIOR COURTYARD ELEVATION 1/16" = 1'-0"
0'
8'
16'
32'
64'
MIXED-USED MULTIFAMILY HOUSING
DEVELOPED STACK
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
POINSETTIA STREET
DATE
SANTIAGO AVENUE 9' - 2"
8' - 1"
1
PROMENADE ELEVATION 1/16" = 1'-0"
0'
8'
16'
32'
BUILDING ELEVATIONS
64'
04/05/2023 Author Checker
Date Drawn by Checked by
A - 200 Scale
1/16" = 1'-0"
DEVELOPED STACK
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
10' - 5"
11' - 5"
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
2
SANTIAGO ELEVATION 1/16" = 1'-0"
0'
8'
16'
32'
64'
MIXED-USED MULTIFAMILY HOUSING PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
7' - 1"
1
POINSETTA ELEVATION 1/16" = 1'-0"
DATE
11' - 1"
0'
8'
16'
32'
BUILDING ELEVATIONS
64'
04/05/2023 Author Checker
Date Drawn by Checked by
A - 201 Scale
1/16" = 1'-0"
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
MIXED-USED MULTIFAMILY HOUSING PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
EXTERIOR VISUALIZATIONS
SANTIAGO AVENUE CORNER VIEW
04/05/2023 Author Checker
Date Drawn by Checked by
A - 210 Scale
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
11' - 1"
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
11' - 1"
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
1
A 1/16" = 1'-0"
0'
8'
16'
32'
64'
MIXED-USED MULTIFAMILY HOUSING PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
POINSETTIA STREET
DATE
SANTIAGO AVENUE 9' - 2"
8' - 1"
2
B 1/16" = 1'-0"
BUILDING SECTIONS 0'
8'
16'
32'
64'
04/05/2023 Author Checker
Date Drawn by Checked by
A - 301 Scale
1/16" = 1'-0"
WATERPROOF MEMBRANE CONTINUOUS WRAP
DRIP EDGE FLASHING 2X6 WOOD FRAMING 3/4" PLYWOOD SHEATHING
CANT STRIP
1/2" FIBER GLASS DENS BOARD
UV RESISTANT WATERPROOFING
RIGID INSULATION CUT FOR SLOPE
VERTICAL METAL CHANNEL SYSTEM 1" RIGID INSULATION
HORIZONTAL METAL CHANNEL SYSTEM
6 5/8" FIBER CEMENT BOARD FINISH 3/4" PLYWOOD SHEATHING 6X12 WOOD BEAM BATT INSULATION
2X12 ROOF JOISTS @ 16" O.C.
DOUBLE LAYER OF GYP.
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
1/2" HARDWOOD FLOOR FINISH
SIDE MOUNTED PERFORATED METAL PANELS
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
1/2" PORCELAIN TILE FLOORING
1/2" CORK UNDERLAYMENT
WATERPROOF MEMBRANE 1" LIGHTWEIGHT CONCRETE TOPPING
3/4" PLYWOOD SHEATHING
7
LIGHTWEIGHT CONCRETE SLAB FOR SLOPE
9
3/4" PLYWOOD SHEATHING
L SHAPE METAL PLATE TO ATTACH SIDE MOUNTED PANEL TO RIM JOIST
BATT INSULATION
2X12 FLOOR JOISTS @ 16" O.C.
2X10 RIM JOIST RESILIENT CHANNELS
2X10 FLOOR JOISTS @ 16" O.C. 3/4" PLYWOOD SHEATHING
DOUBLE LAYER OF GYP.
5/8" FIBER CEMENT BOARD
MIXED-USED MULTIFAMILY HOUSING
PRESSURE TREATED BOTTOM PLATE WITH ANCHOR BOLT
SIDE MOUNTED METAL PANELS
1/2" HARDWOOD FLOOR FINISH 1/2" CORK UNDERLAYMENT
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
1/2" PORCELAIN TILE FLOORING
8
WATERPROOF MEMBRANE
PROJECT OWNER: GIOVANNI FRUTTALDO
STAINLESS STEEL CORNER TRIM AND FLASHING
14" THK. CONCRETE SLAB PER. STRUCTURAL
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
14" THICK. CONCRETE SLAB PER. STRUCTURAL SLOPED AT BALCONY LIGHT GAUGE STEEL FRAMING 1/2" FIBER GLASS DENS BOARD WATERPROOF MEMBRANE METAL CHANNEL SYSTEM
ISSUE
DATE
CORRUGATED STEEL PANEL FINISH STOREFRONT WALL MULLION
STOREFRONT WALL MULLION 4" CONCRETE SLAB PER. STRUCTURAL
SEALANT WITH BACKER RODS
WATERPROOF MEMBRANE
PAVEMENT SLOPED AWAY FROM BUILDING
WALL SECTION OF DEVELOPED STACK
4" OF GRAVEL WATERPROOF MEMBRANE
GRADE
GRAVEL GRADE 1" DIAMETER PERFORATED DRAIN PIPE
04/05/2023 Author Checker
Date CONCRETE FOUNDATION FOOTING PER. STRUCTURAL
Drawn by Checked by
1
WALL SECTION OF STACK 3/4" = 1'-0"
A - 310
PARTIAL ELEVATION 0"
8"
16"
32"
64" Scale
3/4" = 1'-0"
26' - 9"
37' - 0"
8' - 10"
5' - 11"
5' - 0"
3' - 4"
3' - 8"
3' - 10"
W8
3' - 5"
1
1 4A
1A
3
BEDROOM 1
188 SF
4
LIVING / DINING
3A
5
90 SF
431 SF 4A
CLOSET
SC
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
KITCHEN
SC
DW
1
4A
2' - 6"
90 SF
3A
13' - 2"
KITCHEN
31' - 4"
3A
11' - 0"
1
15' - 8"
5
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
D1
66 SF
SC
3A
13' - 2"
BATHROOM
SC
4
31' - 4"
6 D2
5 D1
7' - 3"
6
D10
DW
3' - 8"
D13
10' - 2"
10' - 2"
1A
D11
3
67 SF
3' - 4"
W8
18 SF
D2
BATHROOM
5' - 0"
CLOSET
1A
5
5' - 11"
W10
D13
4A
8' - 10"
7' - 8"
1 3 A - 405
3' - 0"
15 SF
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
STUDIO / DINING 410 SF
1A
SC D11
W8
D2
OUTDOOR BALCONY
2A
D2 2A
2' - 0"
2' - 0"
STUDIO TOTAL 629 SF
W11
W11 8' - 2"
2
6' - 5"
11' - 6"
UNIT TYPE 2A 1 BEDROOM 1/4" = 1'-0"
4' - 6"
8' - 2"
6' - 5"
1 0'
2'
4'
8'
16'
6' - 5"
UNIT TYPE 1A STUDIO 1/4" = 1'-0"
4'
8'
CONCRETE DECK WALL TAG
#X
DOOR TAG
X##
WINDOW TAG
X#
SMOKE / CARBON MONOXIDE DETECTOR
SC
MIXED-USED MULTIFAMILY HOUSING
16'
SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM CONTAINING A FUEL-BURNING APPLIANCE, OUTSIDE EACH SLEEPING AREA.
HARDWOOD FLOORING
2 BEDROOM
2'
9' - 1"
NOTES
6"X12" MOSAIC TILE
1 BEDROOM
3' - 0"
0'
SYMBOLS AND LEGEND
STUDIO
10' - 7"
W6
48 SF 4' - 2"
47 SF
W10
6' - 0"
1 BEDROOM TOTAL 842 SF
W6
OUTDOOR BALCONY
1
1A
3' - 10"
6' - 0"
1
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
EXHAUSE FAN
UNIT PLANS
REFER TO SHEET A - 501 FOR WALL ASSEMBLIES.
LIVE / WORK LOWER
LIVE / WORK UPPER
UNIT DEVELOPMENT DIAGRAM OUTDCOR SPACE
EXTERIOR WALL FINISH 1
1
EXTERIOR SHEAR WALL FINISH 1
1A
EXTERIOR WALL FINISH 2
2
EXTERIOR SHEAR WALL FINISH 2
2A
04/05/2023 Author Checker
Date Drawn by
INTERIOR WALL
3
INTERIOR SHEAR WALL
3A
DEMISING WALL
4
DEMISING SHEAR WALL
4A
PLUMBING WALL
5
CURTAIN WALL
6
Checked by
A - 400
SERVED SPACE Scale
As indicated
37' - 0" 8' - 10"
3' - 0"
2' - 11"
5' - 0"
3' - 4"
3' - 8"
3' - 10"
6' - 5"
W9
W10
37' - 0"
D13
1
8' - 10"
D1
6' - 4"
1
67 SF
3
3 5
6
1
BEDROOM 138 SF
BATHROOM 66 SF
D1
3
D1
D1
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
4
3
SC
3A
DW
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
SC
LIVE / WORK UPPER 654 SF OPEN TO BELOW
1A
13' - 4"
3
2 BEDROOM TOTAL 911 SF
D2
5' - 0"
D1
4A
10' - 2"
SC
BATHROOM 5
1A
1A
233 SF 3
W10
D13
LOFT
10' - 0"
3' - 10"
W8
3
D1
31' - 4"
3' - 8"
SC BEDROOM 139 SF
67 SF
4
3' - 4"
W8
1A
BATHROOM 5
6
1
3
4A
5' - 0"
1A
13' - 4"
10' - 2"
1A
5' - 11"
11' - 2"
BEDROOM 143 SF
13' - 2"
SC
3A
3A
31' - 4"
SC
13' - 1"
3
KITCHEN
LIVING / DINING ROOM
90 SF
434 SF
1
3
5' - 0"
5
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
1A 2A
SC
1A
2
4A
3 3A
W3
5' - 4"
W10
9' - 1"
11' - 8"
4' - 6"
6' - 0"
W4
6' - 5"
SC
OUTDOOR BALCONY
D1
D2
0'
2'
4'
26' - 9" 8' - 10"
3' - 0"
2' - 11"
8'
2A
1A
2
2' - 0"
UNIT TYPE 4A LIVE / WORK UPPER 1/4" = 1'-0"
139 SF
W6
47 SF
3
SC
13' - 1"
BEDROOM
1
16'
10' - 3" 5' - 0"
3' - 4"
W11
3' - 8" 8' - 2"
6' - 5"
W10 11' - 8"
4' - 4"
6' - 4"
MIXED-USED MULTIFAMILY HOUSING
W9
1 LIVE / WORK LOWER 653 LIVE / WORK TOTAL 1,307 SF
1A
10' - 2"
4A
D2 3 5
7' - 8"
D13
6
BATHROOM
0'
SYMBOLS AND LEGEND
4
3A
CONCRETE DECK
1
4'
8'
16'
SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM CONTAINING A FUEL-BURNING APPLIANCE, OUTSIDE EACH SLEEPING AREA.
HARDWOOD FLOORING KITCHEN / DINING / LIVING ROOM
2'
NOTES
6"X12" MOSAIC TILE
D1
67 SF
UNIT TYPE 3A 2 BEDROOM 1/4" = 1'-0"
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
31' - 4"
585 SF
21' - 2"
23' - 8"
5
4A 1A
WALL TAG
#X
DOOR TAG
X##
WINDOW TAG
X#
SMOKE / CARBON MONOXIDE DETECTOR
SC
EXHAUSE FAN
SC
2A
UP
4
W9 5' - 4"
2
UNIT PLANS
REFER TO SHEET A - 501 FOR WALL ASSEMBLIES.
DW
UNIT TYPE 4A LIVE / WORK LOWER 1/4" = 1'-0"
EXTERIOR WALL FINISH 1
1
EXTERIOR SHEAR WALL FINISH 1
1A
EXTERIOR WALL FINISH 2
2
EXTERIOR SHEAR WALL FINISH 2
2A
Drawn by
INTERIOR WALL
3
INTERIOR SHEAR WALL
3A
DEMISING WALL
4
DEMISING SHEAR WALL
4A
PLUMBING WALL
5
CURTAIN WALL
6
Checked by
W3 9' - 1"
12' - 4"
0'
2'
4'
8'
16'
04/05/2023 Author Checker
Date
A - 401 Scale
1/4" = 1'-0"
7' - 0"
7' - 0"
ACCESS ATTIC PANEL
7' - 0"
BLOCKING TO BE ADDED IN OUTLINED WALL FOR FUTURE GRAB BAR INSTALLATION
C
7' - 5"
D
9' - 6"
A
A - 405
S
B
7' - 8"
S
5' - 1"
BLOCKING TO BE ADDED IN OUTLINED WALL FOR FUTURE GRAB BAR INSTALLATION
5' - 1"
5' - 1"
7' - 8"
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
2' - 1"
2' - 7"
1' - 3"
2' - 7"
1' - 4"
GFI
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
1' - 6" 1' - 6"
D
ADA BATHROOM INTERIOR ELEVATION D 1/2" = 1'-0"
B 0'
1'
2'
4'
ADA BATHROOM INTERIOR ELEVATION 1/2" = 1'-0"
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
2 0'
1'
2'
4'
ADA BATHROOM ENLARGED REFLECTED CEILING PLAN 1/2" = 1'-0"
0'
1'
2'
4'
2' - 6"
3' - 6"
4' - 0"
2' - 1"
A 0'
1'
2'
4'
" -0
1' - 8"
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO
1' - 8"
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
1 0'
1'
2'
SYMBOLS AND LEGEND
4'
ADA BATHROOM ENLARGED PLAN 1/2" = 1'-0"
0'
1'
2'
NOTES
OUTLINE ONE WAY SWITCH
6"X12" FLOOR TILE
ø
5'
0' - 11"
ADA BATHROOM INTERIOR ELEVATION A 1/2" = 1'-0"
SYMBOLS AND LEGEND 4"X12" BATHROOM WALL TILE RUNNING BOND PATTERN
A
A - 405 B
3' - 8"
7' - 8"
6' - 8" 2' - 6"
ADA BATHROOM INTERIOR ELEVATION C 1/2" = 1'-0"
MIXED-USED MULTIFAMILY HOUSING
1' - 3"
1' - 3"
OUTLINED PORTION TO BE REMOVABLE FOR ADA ACCESSABILITY
C
C
9' - 6"
BLOCKING TO BE ADDED IN OUTLINED WALL FOR FUTURE GRAB BAR INSTALLATION
1' - 4"
7' - 8"
6' - 5"
5' - 1" 2' - 7"
BLOCKING TO BE ADDED IN OUTLINED WALL FOR FUTURE GRAB BAR INSTALLATION
D
7' - 5"
1' - 8"
2' - 1"
3' - 8"
1' - 0"
1' - 8"
BLOCKING TO BE ADDED IN OUTLINED WALL FOR FUTURE GRAB BAR INSTALLATION
2' - 6"
7' - 0"
SGFI
GFI ELECTRICAL OUTLET RECESSED CAN LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE EXHAUST FAN
BATHROOM LIGHTS TO BE ON MOTION SENSORS. BLOCKING TO BE ADDED IN OUTLINED WALLS FOR FUTURE GRAB BAR INSTALLATION. OUTLINED BOTTOM PORTION OF SINK CABINET TO BE REMOVABLE FOR ADA ACCESSABILITY. ATTIC ACCESS PANEL TO BE 22"X30". 30"X48" AREA CLEARANCE IN FRONT OF SINK. CLEARANCE AROUND A WATER CLASET SHALL BE 60" MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL.
4'
ADA BATHROOM ENLARGED PLANS & INTERIOR ELEVATIONS 04/05/2023 Author Checker
Date Drawn by Checked by
A - 405
ATTIC ACCESS PANEL CEILING HEIGHT TAG
DATE
0'-0"
Scale
1/2" = 1'-0"
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
MIXED-USED MULTIFAMILY HOUSING PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
INTERIOR VISUALIZATIONS
UNIT TYPE 2A - 9AM
04/05/2023 Author Checker
Date Drawn by Checked by
A - 410 Scale
4' - 4"
15' - 7"
4' - 4"
(18 TREADS @ 11")
(18 TREADS @ 11") 1' - 7"
0' - 2"
4' - 4"
18
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 4' - 0"
4' - 4"
4' - 0"
MIN. HEAD CLEARANCE
6' - 8"
15' - 7"
DN
UP 1' - 11"
1' - 7"
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
0' - 2" 0' - 2" 0' - 2" 0' - 11" 19' - 1"
10' - 0"
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
1' - 7"
0'
1'
2'
4'
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
3' - 6"
3' - 0" 0' - 6 171/256"
0' - 6 171/256"
STAIRS SHALL HAVE A VERTICAL CLEARANCE OF NO LESS THAN 80" AND SHALL BE MEASURED ON STAIRSWAYS, FROM THE LINE CONNECTING THE LEADING EDGES OF THE TREAD NOSINGS. BARRIERS SHALL BE PROVIDED UNDERNEATH STAIRS TO MAINTAIN 80" VERTICAL CLEARANCE.
0' - 11" 0' - 11"
STAIR WIDTH DETERMINED BY SHEET A - 105 AND SHEET A - 106 CALCULATIONS STAIRS SERVING AN OCCUPANT LOAD OF MORE THAN 50 SHALL BE NOT LESS IN WIDTH THAN 44". EVERY LANDING SHALL HAVE A MINIMUM DEPTH, MEASURED PARALLEL TO THE DIRECTION OF TRAVEL, EQUAL TO THE WIDTH OF THE STAIRWAY OR 48", WHICHEVER IS LESS. STAIR RISERS AND TREADS SHALL BE OF UNIFORM SHAPE AND SIZES.
3' - 0"
3' - 6"
10' - 0"
1' - 11"
MIN. HEAD CLEARANCE
1' - 7"
6' - 8"
(18 RISERS @ 6 171/256")
ENLARGED STAIR PLAN 1/2" = 1'-0"
NOTES
18
10' - 0"
1
0' - 2"
MIN. HEAD CLEARANCE
1' - 11"
6' - 8"
(18 RISERS @ 6 171/256")
10' - 0"
0' - 1"
STAIR RISERS SHALL BE AT A MAXIMUM OF 7" AND A MINIMUM OF 4". RISERS ON ACCESSIBLE EGRESS PATHS MUST BE CLOSED. RISERS SHALL BE SOLID. THE TREADS OF EXTERIOR STAIRS SHALL BE MARKED BY A CONTRASTING STRIPE. THE CONTRASTING STRIPE SHALL BE A MINIMUM 2" WIDE AND A MAXIMUM OF 4" WIDE. STAIR TREADS SHALL BE AT A MINIMUM OF 11" AND BE MEASURED HORIZONTALLY. THE NOSINGS OF TREADS SHALL HAVE A MAXIMUM PROJECTION OF 1 1/4".
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
GUARDRAILS SHALL BE NOT LESS THAN 42" HIGH, MEASURED VERTICALLY AS FOLLOWS: FROM ADJACENT WALKING SURFACES. ON STAIRWAYS, FROM THE LINE CONNECTING THE LEADING EDGES OF THE TREAD NOSINGS. OPENINGS IN GUARDRAILS SHALL NOT ALLOW PASSAGE OF A SPHERE WITH A DIAMETER OF 4".
18
3' - 6"
10' - 0"
1' - 11"
3' - 0"
MIXED-USED MULTIFAMILY HOUSING
HANDRAILS, MEASURED ABOVE STAIR TREAD NOSINGS AND ADJACENT WALKING SURFACES, SHALL NOT BE LESS THAN 34" AND MORE THAN 38". HANDRAILS MUST BE AT A CONSISTENT HEIGHT. HANDRAILS SHALL BE UNIFORM IN SIZE, A CIRCULAR PROFILE OF HANDRAILS SHALL BE NO LESS THAN 1 1/4" IN DIAMETER AND NO MORE THAN 2" IN DIAMETER. HANDRAILS SHALL EXTEND 12" PAST THE TOP TREAD HANDRAILS AT THE BOTTOM OF THE STAIR / BOTTOM LANDING SHALL EXTEND THE DEPTH OF 1 TREAD + 12". HANDRAILS SHALL RETURN TO A WALL, GUARD OF THE WALKING SURFACE. CLEARANCE SPACE BETWEEN A HANDRAIL AND WALL OR GUARD SHALL NOT BE LESS THAN 1 1/2".
PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
ENLARGED STAIR PLAN & SECTION (1 TYP. FLOOR) 04/05/2023 Author Checker
Date
2
ENLARGED STAIR SECTION 1/2" = 1'-0"
Drawn by Checked by
0'
1'
2'
4'
A - 420 Scale
1/2" = 1'-0"
FINISH MATERIAL 5/8" FIBER CEMENT BOARD 5/8" STANDING SEAM METAL PANEL
DOUBLE LAYER 5/8" GYPSUM WALL BOARD
5/8" GYPSUM WALL BOARD 3/4" PLYWOOD SHEATHING PANEL WHERE IT APPLIES
2
HORIZONTAL METAL CHANNEL SYSTEM
DOUBLE LAYER 5/8" GYPSUM WALL BOARD
5/8" GYPSUM WALL BOARD
5/8" GYPSUM WALL BOARD
5/8" GYPSUM WALL BOARD
3/4" PLYWOOD PANEL WHERE IT APPLIES
3/4" PLYWOOD SHEATHING PANEL WHERE IT APPLIES
BATT INSULATION
BATT INSULATION
2X4 WOOD STUD @ 16" O.C.
2X6 WOOD STUD @ 16" O.C.
VERTICAL METAL CHANNEL SYSTEM UV RESISTANT WATERPROOFING
BATT INSULATION 4" DIA. DRAIN PIPE
1
2X6 WOOD STUD @ 16" O.C.
2X4 WOOD STUD @ 16" O.C.
1/2" FIBER GLASS DENS BOARD 3/4" PLYWOOD SHEATHING ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
PROVIDED VALUES: RELEVANT GA #: GA FILE NO. WP 3661 FIRE RATING: N/A STC VALUE: N/A R-VALUE: R-21 5
PROVIDED VALUES: RELEVANT GA #: GA FILE NO. WP 5512 FIRE RATING: 1HR STC VALUE: 55 TO 59 R-VALUE: R-13
WALL ASSEMBLY PLUMBING WALL 1 1/2" = 1'-0"
4
PROVIDED VALUES: RELEVANT GA #: GA FILE NO. WP 3644 FIRE RATING: 1HR STC VALUE: N/A R-VALUE: R-13
WALL ASSEMBLY DEMISING WALL 1 1/2" = 1'-0"
3
PROVIDED VALUES: RELEVANT GA #: GA FILE NO. WP 8171 FIRE RATING: 1HR STC VALUE: N/A R-VALUE: R-21
WALL ASSEMBLY INTERIOR WALL 1 1/2" = 1'-0"
2
1
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
WALL ASSEMBLY EXTERIOR WALL 1 1/2" = 1'-0"
1/2" HARDWOOD FINISH 1/2" PORCELAIN TILE FLOORING WATERPROOF MEMBRANE LIGHTWEIGHT CONCRETE SLAB FOR SLOPE
1/2" CORK UNDERLAYMENT
PVC ROOF MEMBRANE
1/2" HARDWOOD FINISH
1" LIGHTWEIGHT CONCRETE TOPPING
RIGID INSULATION CUT FOR SLOPE
1/2" CORK UNDERLAYMENT
3/4" PLYWOOD SHEATHING
1" RIGID INSULATION
3/4" PLYWOOD SHEATHING
MIXED-USED MULTIFAMILY HOUSING
3/4" PLYWOOD SHEATHING
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
14" THK. CONCRETE SLAB PER STRUCTURAL
2X10 FLOOR JOIST @ 16" O.C. 3/4" PLYWOOD SHEATHING WATERPROOF MEMBRANE
PROVIDED VALUES: RELEVANT GA #: N/A FIRE RATING: N/A IIC VALUE: N/A R-VALUE: N/A 9
2X12 FLOOR JOIST @ 16" O.C.
BATT INSULATION
BATT INSULATION
RESILIENT CHANNELS
DOUBLE LAYER 5/8" GYPSUM WALL BOARD
DOUBLE LAYER 5/8" GYPSUM WALL BOARD
5/8" FIBER CEMENT BOARD
FLOOR ASSEMBLY BALCONY 1 1/2" = 1'-0"
2X12 FLOOR JOIST @ 16" O.C.
DATE
8
PROVIDED VALUES: RELEVANT GA #: N/A FIRE RATING: 3HR STC VALUE: N/A R-VALUE: N.A
PROVIDED VALUES: RELEVANT GA #: GA FILE NO. FC 5105 FIRE RATING: 1HR STC VALUE: 55 TO 59 R-VALUE: R-38
PROVIDED VALUES: RELEVANT GA #: GA FILE NO. RC 2601 FIRE RATING: 1HR STC VALUE: N/A R-VALUE: R-38
FLOOR ASSEMBLY PODIUM 1 1/2" = 1'-0"
FLOOR ASSEMBLY TYP. FLOOR 1 1/2" = 1'-0"
FLOOR ASSEMBLY ROOF 1 1/2" = 1'-0"
7
6
WALL AND FLOOR ASSEMBLIES 04/05/2023 Author Checker
Date Drawn by Checked by
A - 501 Scale
1 1/2" = 1'-0"
SIDE MOUNTED PERFORATED METAL PANELS 1/2" PORCELAIN TILE FLOORING WATERPROOFING MEMBRANE LIGHTWEIGHT CONCRETE SLAB FOR SLOPE
3/4" PLYWOOD SHEATHING L SHAPE METAL PLATE NAILED TO FLOOR JOIST
SCREWS CONNECTING SIDE MOUNTED PERFORATED METAL PANELS TO L SHAPE METAL PLATE
2X10 FLOOR JOISTS 3/4" PLYWOOD SHEATHING
DRIP EDGE FLASHING
5/8" FIBER CEMENT BOARD
2X6 WOOD STUDS @ 16" O.C. WITH BATT INSULATION 5/8" GYPSUM WALL BOARD
1/2" FIBER GLASS DENS BOARD 3/4" PLYWOOD SHEATHING
1/2" HARDWOOD FINISH
UV RESISTANT WATERPROOFING MEMBRANE VERTICAL METAL CHANNEL SYSTEM
1/2" FIBER GLASS DENS BOARD
HORIZONTAL METAL CHANNEL SYSTEM 2X6 WOOD FRAMING @ 16" O.C. WITH BATT INSULATION
UV RESISTANT WATERPROOFING MEMBRANE
REGLET KEY REVEAL
5/8" GYPSUM WALL BOARD
VERTICAL METAL CHANNEL SYSTEM
1/2" PORCELAIN TILE FLOORING
2X6 PRESSURE TREATED BOTTOM PLATE WITH ANCHOR BOLT
HORIZONTAL METAL CHANNEL SYSTEM
5/8" FIBER CEMENT BOARD FINISH
1/2" CORK UNDERLAYMENT
3/4" PLYWOOD SHEATHING
PAN FLASHING
1" LIGHTWEIGHT CONCRETE TOPPING 3/4" PLYWOOD SHEATHING 2X12 FLOOR JOISTS @ 16" O.C. BATT INSULATION
WATERPROOFING MEMBRANE LIGHTWEIGHT CONCRETE SLAB FOR SLOPE
6X12 WOOD BEAM
3/4" PLYWOOD SHEATHING 2X10 FLOOR JOISTS @ 16" O.C.
RESILIENT CHANNELS
1/2" HARDWOOD FINISH 1/2" CORK UNDERLAYMENT
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
14" THK. CONCRETE SLAB PER. STRUCTURAL
1/2" TILE FINISH WATERPROOFING MEMBRANE
3/4" PLYWOOD SHEATHING
DOUBLE LAYER GYP. ALUMUMINUM FRAME NAILED TO 6X NAILER
5/8" FIBER CEMENT BOARD FINISH
REGLET KEY REVEAL
WATERPROOF MEMBRANE
PAN FLASHING
5/8" FIBER CEMENT BOARD
NAILER
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
FLASHING WINDOW ALUMINUM FRAME
2
SIDE MOUNTED PANEL TO BALCONY CONNECTION 3" = 1'-0"
3
2X6 WOOD FRAMING
FLOOR TO CEILING WINDOW HEAD DETAIL 3" = 1'-0"
DRIP EDGE FLASHING
5/8" FIBER CEMENT BOARD FINISH
RIGID INSULATION CUT FOR SLOPE 1/2" PLYWOOD SHEATHING
METAL CHANNEL SYSTEM UV RESISTANT WATERPROOFING MEMBRANE
WOOD FRAMING TO CONCRETE PODIUM CONNECTION 3" = 1'-0"
MIXED-USED MULTIFAMILY HOUSING
5/8" GYPSUM WALL BOARD BATT INSULATION
WATERPROOF MEMBRANE CONTINUOUS WRAP
1
5/8" PLYWOOD SHEATHING
2X6 WOOD STUDS @ 16" O.C. GLAZING
1/2" FIBER GLASS DENS BOARD
ALUMINUM MULLION
4" THK. CONCRETE SLAB
UV RESISTANT WATERPROOFING MEMBRANE
PAVEMENT SLOPED AWAY FROM BUILDING
REBAR PER. STRUCTURAL
5/8" STANDING SEAM METAL PANEL 5/8" FIBER CEMENT BOARD FINISH
GRADE
WATER PROOF MEMBRANE
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
RIGID INSULATION 1/2" FIBER GLASS DENS BOARD
BATT INSULATION
VERTICAL AND HORIZONTAL METAL CHANNEL SYSTEM
2X12 ROOF JOISTS @ 16" O.C.
4" OF GRAVEL
ALUMINUM MULLION
GRADE
SEALANT WITH BACKER RODS
RESILIENT CHANNELS
METAL CORNER TRIM
DOUBLE LAYER OF GYP.
FOUNDATION WALL
STAINLESS STEEL THRESHOLD
FOUNDATION FOOTING
WATERPROOF MEMBRANE
REBAR PER. STRUCTURAL
GRAVEL PERFORATED DRAIN PIPE WATERPROOF MEMBRANE
6
3D PARAPET DETAIL
5
3D FINISH MATERIAL TRANSITION DETAIL
4
DETAILS
3D FOUNDATION DETAIL
04/05/2023 Author Checker
Date Drawn by Checked by
A - 503 Scale
As indicated
WINDOW SCHEDULE DETAIL
6'-0"
3'-0"
4'-0" 6'-0"
REMARKS
COUNT WIDTH
HEIGHT
ALUMINUM
WOOD
FACTORY
PAINTED
SILL
JAMB
3'-0"
3'-0"
3'-0" 3'-6"
TYPE
FINISH
HEAD
A2
5
3' - 0"
9' - 0"
W3
A3
10
6' - 0"
7' - 10"
W4
A4
5
3' - 0"
7' - 10"
W5
A5
54
4' - 0"
5' - 6"
WINDOW TYPE A1 FIXED WINDOW
WINDOW TYPE A2
WINDOW TYPE A3
FIXED WINDOW
FIXED WINDOW
3'-0"
3'-0"
WINDOW TYPE A4
WINDOW TYPE A5
FIXED WINDOW
3'-0"
1'-0"
FIXED WINDOW
3'-6"
W2
5'-6"
9' - 0"
3'-6"
6' - 0"
7'-10"
10
7'-10"
A1
9'-0"
W1
9'-0"
5'-6"
WINDOW NUMBER
MATERIAL
5'-6"
SIZE
WINDOW LEGEND
WINDOW TYPE A6
WINDOW TYPE A7
FIXED WINDOW
FIXED WINDOW
3'-0"
3' - 0"
5' - 6"
3' - 0"
9' - 0"
W9
B2
19
3' - 0"
7' - 10"
W10
C
85
4' - 0"
5' - 6"
W11
D
55
6' - 0"
9' - 0"
W12
A8
9
6' - 0"
2' - 0"
W13
A9
11
6' - 0"
4'-4"
9'-0"
3'-6" CLEAR
120
3'-6" CLEAR
B1
WINDOW TYPE B2
WINDOW TYPE C
3'-6" CLEAR
W8
WINDOW TYPE B1 CASEMENT WINDOW ABOVE FIXED WINDOW BELOW
CASEMENT WINDOW ABOVE FIXED WINDOW BELOW
CASEMENT WINDOW FIXED WINDOW ADJACENT
WINDOW TYPE D
CASEMENT WINDOW ABOVE FIXED WINDOW BELOW FIXED WINDOW ADJACENT
3' - 0"
COUNT
WINDOW TYPE A8
WINDOW TYPE A9
FIXED WINDOW CLERESTORY WINDOW
FIXED WINDOW CLERESTORY WINDOW
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
CLERESTORY WINDOW
SIZE TYPE
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
6'-0"
CLERESTORY WINDOW
DOOR SCHEDULE DOOR NUMBER
6'-0"
DOOR LEGEND
MATERIAL
DETAIL
6'-0" REMARKS
LOCATION WIDTH
HEIGHT
METAL
WOOD
GLASS
SILL
JAMB
3'-0"
8'-9" 3'-0"
4'-4"
4'-4"
6'-0"
4'-6"
HEAD
3'-0"
INTERIOR
3' - 0"
6' - 8"
D2
A
123
EXTERIOR
3' - 0"
6' - 8"
D3
A
6
EXTERIOR
3' - 0"
6' - 8"
D4
B1
6
EXTERIOR
6' - 0"
7' - 8"
D5
B2
1
EXTERIOR
8' - 9"
7' - 8"
D6
C
1
EXTERIOR
4' - 6"
7' - 8"
D7
D
3
EXTERIOR
6' - 0"
7' - 0"
DOOR TYPE A1 SWING DOOR
5'-0"
DOOR TYPE B1
DOOR TYPE B2
DOUBLE STOREFRONT DOOR
5'-0"
DOOR TYPE C
DOUBLE STOREFRONT DOOR
STOREFRONT DOOR
6'-0"
3'-0"
7'-8"
146
7'-8"
A
6'-8"
D1
7'-8"
3'-0"
7'-0"
8
3'-0"
A7
2'-0"
W7
9'-0"
3' - 6"
3'-6" CLEAR
3' - 0"
5'-6"
53
7'-10"
A6
5'-6"
W6
5'-6"
3'-0"
MIXED-USED MULTIFAMILY HOUSING
DOOR TYPE D
DOUBLE SWING DOOR
13'-0"
1'-6"
6' - 0"
7' - 0"
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
D9
D
1
EXTERIOR
6' - 0"
7' - 0"
PROJECT OWNER: GIOVANNI FRUTTALDO
D10
E
20
INTERIOR
5' - 0"
7' - 0"
D11
F
20
INTERIOR
6' - 0"
6' - 8"
D12
G
20
INTERIOR
13' - 0"
6' - 8"
D13
H
75
INTERIOR
1' - 6"
6' - 8"
D14
I1
1
EXTERIOR
25' - 0"
14' - 0"
D15
I2
1
EXTERIOR
14' - 0"
14' - 0"
DOOR TYPE E
DOOR TYPE F
POCKET DOOR
1. ALL RATED DOOR & FRAME ASSEMBLIES SHALL BE U.L. APPROVED AND LABELED. 2. EXIT DOORS MUST SWING IN THE DIRECTION OF EGRESS WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 3. EVERY REQUIRED EXIT DOORWAY MUST BE OF A SIZE TO PERMIT THE INSTALLATION OF A 3'-0" BY 6'-8" DOOR. A MINIMUM CLEAR WIDTH OF 32 INCHES MUST BE PROVIDED. 4. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED. A) EGRESS DOORS B) PANELS IN SLIDING OR SWINGING DOORS C) WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE D) IN WALL ENCLOSING STAIRWAY LANDING 5. ALL GLASS SHALL BE CLEAR GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY.
1. ALL WINDOWS TALLER THAN OR EQUAL TO 96" SHALL BE 1/2" TEMPERED GLASS, WHEN BUTTED GLAZED WITH MORE THAN 1 PANE. 2. THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN: A) SWING DOORS B) FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD CLOSET DOOR ASSEMBLIES. C) DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS
ISSUE
SLIDING PANELS
DATE
SWING DOOR
25'-0"
14'-0"
HOOD
HOOD
WINDOW & DOOR TYPES AND SCHEDULE
14'-0"
WINDOW NOTES
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
DOOR TYPE H
14'-0"
DOOR NOTES
SLIDING DOOR
DOOR TYPE G
6'-8"
INTERIOR
6'-8"
1
6'-8"
D
7'-0"
D8
04/05/2023 Author Checker
Date Drawn by Checked by
DOOR TYPE I1 GARAGE DOOR
A - 600
DOOR TYPE I2 GARAGE DOOR
Scale
PARAPET FRAMING
2X12 ROOF JOISTS 2X12 BLOCKING
ROOF FRAMING
2X12 RIM JOIST
2X6 DOUBLE TOP PLATE
2X12 FLOOR JOIST @ 16" O.C.
2X6 STUDS @ 16" O.C. 6X12 BEAM
2X6 DOUBLE TOP PLATE
2X6 SILL PLATE
2X6 PARAPET FRAMING @ 16" O.C.
DEMISING WALL
2X12 RIM JOIST
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
2X6 SILL PLATE
DIAPHRAGM HIDDEN TO SHOW FRAMING
PLUMBING WALL
2X12 RIM JOIST
2X12 ROOF JOIST @ 16" O.C.
2X12 FLOOR JOISTS @ 16" O.C.
6X12 BEAM CANTILEVERED PORTION
2X12 BLOCKING DIAPHRAGM HIDDEN TO SHOW FRAMING
PARAPET FRAMING
2X12 BLOCKING
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
6X12 BEAM
2X12 FLOOR JOISTS @ 16" O.C.
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
6X6 POST
6X12 BEAM DIAPHRAGM
2X12 BLOCKING
SHEAR WALL 6X12 BEAM FOR WINDOW OPENING
STRONG WALL
WINDOW FRAMING AT CEILING HEIGHT
2X12 RIM JOIST 2X6 DOUBLE TOP PLATE
3/4" PLYWOOD DIAPHRAGM
PLYWOOD APPLIED TO BALCONY (NOT SHOWN)
2X6 BLOCKING
6X12 BEAM FOR WINDOW OPENING 6X6 POSTS
2X6 STUDS @ 16" O.C. CONCRETE SLAB, 14" THK
MIXED-USED MULTIFAMILY HOUSING
P.T. SILL PLATE
FLOOR TO CEILING FRAMED OPENING CONCRETE COLUMN 2X4 STUDS @ 16" O.C. CONCRETE SLAB, 14" THK
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
POCKET DOOR FRAMING
PROJECT OWNER: GIOVANNI FRUTTALDO
SHEAR WALL
LIGHT GAUGE STEEL FRAMING
STRONG WALL
ALUMINUM WINDOW MULLION
LIGHT GAUGE STEEL FRAMING
PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
CONCRETE SLAB
CONCRETE COLUMN
CONCRETE SLAB
AXONOMETRIC FRAMING DIAGRAMS EXPLODED AXONOMETRIC FRAMING STACK
AXONOMETRIC FRAMING STACK
04/05/2023 Author Checker
Date Drawn by Checked by
S - 100 Scale
CONDENSER UNITS RAISE ABOVE PARAPET FOR VISIBILITY EACH CONDENSER UNIT TO INDIVIDUALLY CONNECT TO AIR HANDLER UNIT DROPPED SOFFIT AH
7' - 8"
SC
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
8' - 8"
SC
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
7' - 8" SC
NOT AN OPERABLE WINDOW
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
8' - 8"
4' - 10" 3' MIN. CLEAR
1
1 BEDROOM MECHANICAL PLAN 1/4" = 1'-0"
0'
2'
4'
8'
16'
MIXED-USED MULTIFAMILY HOUSING SYMBOLS AND LEGEND AIR HANDLER UNIT (ATTACHED TO CEILING)
AH
WALL MOUNTED VENT CEILING MOUNTED VENT FRESH AIR SUPPLY RETURN VENT EXHAUST VENT
NOTES ATTIC ACCESS PANEL TO BE 22"X30". EXHAUST VENT TO BE AT LEAST 3' AWAY FROM DOORS AND OPERABLE WINDOWS. EXHAUST VENT TO BE AT LEAST 10' AWAY FROM AN INTAKE VENT. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM CONTAINING A FUEL-BURNING APPLIANCE, OUTSIDE EACH SLEEPING AREA.
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
EXHAUST EXIT CEILING HEIGHT TAG
0'-0"
ATTIC ACCESS PANEL
AXONOMETRIC PLUMBING DIAGRAM AIR HANDLER UNIT FRESH AIR INTAKE RETURN AIR MECHANICAL DUCTS EXHAUST DUCTS
SMOKE / CARBON MONOXIDE DETECTOR
SC
MECHANICAL RCP DIAGRAM & AXONOMETRIC DIAGRAM 04/05/2023 Author Checker
Date Drawn by Checked by
CONDENSER UNIT
M - 101 Scale
1/4" = 1'-0"
HW WH
SSS
3
GFI
3
SS
S
S
DROPPED SOFFIT
SC
7' - 8"
S GFI SC
DW
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
8' - 8"
7' - 8"
D
R
3
S
SS
GFI
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
S3
RH
SC
REF
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
S
8' - 8"
1
1 BEDROOM ELECTRICAL PLAN 1/4" = 1'-0"
0'
2'
4'
8'
16'
MIXED-USED MULTIFAMILY HOUSING SYMBOLS AND LEGEND RECESSED CAN LIGHT FIXTURE
ELECTRICAL OUTLET
RECESSED CAN LIGHT FIXTURE IN WET LOCATION
ELECTRICAL SWITCH OUTLET
WP
GFI ELECTRICAL OUTLET
NOTES
GFI
PENDANT LIGHT FIXTURE
CLOTHES WASHER OUTLET (220V)
WALL MOUNTED LED VANITY LIGHT FIXTURE
DISHWASHER OUTLET LED STRIP LIGHT
REFRIGERATOR OUTLET
STRIP LIGHTING
SCONCE LIGHT
SMOKE/CARBON MONOXIDE DETECTOR
FOOD WASTE DISPOSAL OUTLET
THREE WAY SWITCH
PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
ISSUE
DATE
DW
REF
D
SC
RANGE OUTLET
EXHAUST FAN
ONE WAY SWITCH
CW
EXTERIOR LIGHTS TO BE ON A DIMMER. EXTERIOR ENTRY LIGHT TO BE CONTROLLED BY BUILDING OWNER. BATHROOM LIGHTS TO BE ON MOTION SENSORS. ATTIC ACCESS PANEL TO BE 22"X30". SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM CONTAINING A FUEL-BURNING APPLIANCE, OUTSIDE EACH SLEEPING AREA.
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING
RANGEHOOD OUTLET
S S
TANKLESS HOTWATER OUTLET (GFI)
R
RH
HW
ELECTRICAL RCP & POWER 1 UNIT W/ LEGEND
3 CEILING HEIGHT TAG
ELECTRICAL SUBPANEL
0'-0"
04/05/2023 Author Checker
Date Drawn by Checked by
ELEC. TANKLESS WATER HEATER
ATTIC ACCESS PANEL
E - 101
WH
Scale
As indicated
GRAY WATER AND BLACK WATER ROOF VENTS
WH
ARCHITECT JERIC ROSAL 3801 W TEMPLE AVE POMONA, CA, 91768
DW
PROJECT CONSULTANT GIOVANNI FRUTTALDO 3801 W TEMPLE AVE POMONA, CA, 91768
GRAY WATER LINE AND BLACK WATER LINE TO CONNECT TO SEWER
CONSTRUCTION CONSULTANT MARIA SVIRIDOVA 3801 W TEMPLE AVE POMONA, CA, 91768
RAIN WATER TO DRAIN INTO A CISTERN
RAIN WATER TO DRAIN INTO A CISTERN
1
1 BEDROOM PLUMBING PLAN 1/4" = 1'-0"
0'
2'
4'
8'
16'
MIXED-USED MULTIFAMILY HOUSING SYMBOLS AND LEGEND WATER LINES
RAIN WATER TO DRAIN INTO A CISTERN. COLLECTED RAIN WATER TO BE USED FOR GROUND IRRIGATION. GRAY WATER AND BLACK WATER LINES TO CONNECT TO SEWER.
WATER SUPPLY LINE ELEC. TANKLESS WATER HEATER
NOTES
PROJECT INFO: MIXED-USED MULTIFAMILY HOUSING PROJECT OWNER: GIOVANNI FRUTTALDO PROJECT ADDRESS: 620 N SANTIAGO ST SANTA ANA, CA 92701
WH
ISSUE
DATE
GRAY WATER DRAIN GRAY WATER DRAIN / VENTED TO ROOF BLACK WATER DRAIN BLACK WATER DRAIN / VENTED TO ROOF
AXONOMETRIC PLUMBING DIAGRAM HOT WATER LINE COLD WATER LINE WATER SUPPLY LINE WATER FIXTURES GRAY WATER LINES
PLUMBING PLAN & AXONOMETRIC DIAGRAM 04/05/2023 Author Checker
Date Drawn by Checked by
BLACK WATER LINES
P - 101
RAIN WATER LINE
Scale
1/4" = 1'-0"