San Mateo City Council
May 18, 2026

SAMPLE TANDEM LIFT AND SLIDE LIFT & SLIDE/PUZZLE LIFT IN PARKING STALLS

SAMPLE LIFT AND SLIDE OPERATION
C1 equals 6’-8” clear minimum, per San Mateo Vehicle Bay dimension criteria for lower vehicle storage. C2 equals 5’-0” clear minimum, per San Mateo Vehicle Bay dimension criteria for upper vehicle storage. Maximum vehicle length will be 17’-5” min. unobstructed. Minimum unobstructed width where a vehicle is parked on a pallet will have 6’-9” clear.Backup space behind the mechanical parking system will be 24’-0” minimum.The systems do not provide parking for visitors or any of the required accessible stalls. See parking plans for visitor and accessible stalls. 06/10/2024 06/10/2024 1151 of 11211 06/10/2024 06/10/2024 1152 of 11211
06/10/2024 06/10/2024 1153 of 11211

B STREET
4th AVE
5th AVE RAILROAD AVE. DN DN UP

FEC UP FEC RR UP DN UP UP
21'-0" 39'-0" 33'-0"
10"-0"
90'-7"
87'-0" 36'-4" 86'-10" 4'-11" 2'-0" 1'-7" 2'-5"
49'-7" 44'-8"
7'-3" 5'-9" 3'-0" 1'-0" OPEN SPACE CALCULATIONS PER SMMC 27.38.090 OPEN SPACE REQUIREMENTS OPEN SPACE TO HAVE 25'-0" MIN WIDTH TOTAL NON-RESIDENTIAL AREA: REQUIRED OPEN SPACE (1% OF OFFICE AREA): 162,542 SF 1,625 SF 1,487 SF (REQ. MET) PER SMMC 27.38.090 OPEN SPACE REQUIREMENTS 50% OF THE REQUIRED OPEN SPACE SHALL BE UNSHADED BETWEEN NOON AND 2PM THE SPRING AND FALL EQUINOX OPEN SPACE AT CORNER PLAZA & RETAIL STOREFRONTS OPEN SPACE IN SUN BETWEEN NOON AND 2PM THE SPRING AND FALL EQUINOX PER SMMC 27.38.090 794 SF TOTAL OPEN SPACE: 2,281 SF (REQ. MET) RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.0 OPEN SPACE DIAGRAM N 0 5 10 20 FT 1" = 10' - 0" 1 1 1 1 1 3 3 3 1154 of 11211 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.1 ARBORIST REPORT 1 2 3 1155 of 11211 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.2 1 ARBORIST REPORT 23 1156 of 11211 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.3 ARBORIST REPORT 1 23 1157 of 11211 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.4 TREE PLANTING FORM 1 3 1158 of 11211 R A I L R O A D A V E N U E ( 20' WIDE PUBLIC STREET )
E A S T 4 t h A V E N U E ( 70' WIDE PUBLIC STREET )
E A S T 5 t h A V E N U E ( 60' WIDE PUBLIC STREET ) S O U T H ' B ' S T R E E T ( 70' WIDE PUBLIC STREET ) A BC D H F EG 1 2 34 5 67 891011 1213 15 14 17 16 18 19 21 22 23 20 1. REFER TO L.0.2 ARBORIST REPORT FOR TREE INVENTORY TABLE. PROPERTY LINE TREE TO BE REMOVED XXXX= TREE I.D. NUMBER PER SURVEY NOTES XXXX RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.5 TREE DISPOSITION PLAN N 0 5 10 20 FT 1" = 10' - 0" 2 1159 of 11211 UP DN 36 Bikes UP UP 12 Bikes 16 Bikes 24 Bikes DN DN UP UP RR B STREET 4th AVE
5th AVE RAILROAD AVE.
25'-0" 25'-0" 25'-0" 25'-0" G1 G1 G4 G1 P1 G1 G1 SIDEWALK WIDTH EXPANDED BY 5.15' (EXISTING CONDITION IS 11.85') 25 FT SIGHT TRIANGLE 25 FT SIGHT TRIANGLE 25 FT SIGHT TRIANGLE 25 FT SIGHT TRIANGLE DIMENSIONS SHOW FURNISHING ZONE (4'-0"), THROUGH ZONE (5'-8") WITH A TOTAL SIDEWALK WIDTH (INCLUSIVE OF CURB) OF 10'-2" DIMENSIONS SHOW FURNISHING ZONE (4'-6"),THROUGH ZONE (8'-0") AND FRONTAGE ZONE (3'-0") WITH A TOTAL SIDEWALK WIDTH (INCLUSIVE OF CURB) OF 16'-0" DIMENSIONS SHOW FURNISHING ZONE (4'-0"),THROUGH ZONE (7'-6") WITH A TOTAL SIDEWALK WIDTH (INCLUSIVE OF CURB) OF 12'-0" P3 P227'-0" 5'-0"
28'-0" 25'-0" 27'-0" P3 G4 GARAGE ENTRY P1 G4 P3 4'-0" 7'-6" 4'-6" 8'-0" 22'-3" 24'-0"
25'-0" 7" 26'-6" 40'-0" 23'-0"

LIGHT POLE, CITY OF STANDARD, SEE CIVIL TRAFFIC SIGN, SEE CIVIL

LIGHT POLE, CITY OF STANDARD, SEE CIVIL LIGHT POLE, CITY OF STANDARD, SEE CIVIL RELOCATE EXISTING LIGHT POLE,

W/ CONCRETE PAD, CITY OF
STANDARD, SEE CIVIL C4 LIGHT POLE, CITY OF STANDARD, SEE CIVIL TREE WELL FILTER, SEE CIVIL, TYP. A1C4 A1 C1 RESIDENTIAL TRASH STAGING AREA TRASH TERMINATION 25'-0" 22'-0" 27'-6" 27'-6" 27'-6" 27'-6" 27'-6" 27'-6" 10'-6" 25'-0" 25'-0" 2'-6" 51'-0" 42'-0" 37'-6" 53'-6" 25'-0" G1 A1A1 A1 B1 C1 C2 C4 P1 COURTESY STRIP, SEE CIVIL PROPOSED VAULT LOCATION, SEE CIVIL TREE GRATE, CITY OF STANDARD, TYP. TREE GRATE, CITY OF STANDARD, TYP. TREE GRATE, CITY OF STANDARD, TYP. 55'-0" BULB-OUT, SEE CIVIL CURB EXTENSION, SEE CIVIL BULB-OUT, SEE CIVIL (2) RESIDENTIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 25' (4) COMMERCIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 180' P3 (2) COMMERCIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 125' (2) COMMERCIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 85' 3'-0" 6" 6" 5'-8" 4'-0" 6"
6" A TOTAL SIDEWALK WIDTH (INCLUSIVE OF CURB) OF 5'-6" 28'-1" LIGHT POLE, CITY OF STANDARD, SEE CIVIL COMMERCIAL TRASH STAGING AREA OFFICE LOBBEY MAIN ENTRANCE - COMMERCIAL MAIN ENTRANCE - RESIDENTIAL LOBBY P3 (2) RESIDENTIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 50' G2 G2 G2 G2 G2 G2 G2 G2 A1B1C1G1 G4 P1P2P3 C2C4 PAVEMENTS CONCRETE PAVING, CITY OF STANDARD VEHICULAR CONCRETE, SEE CIVIL BRICK PAVING, CITY OF STANDARD CIP CONCRETE (NATURAL COLOR, BROOM FINISH) PERMEABLE PAVERS (FURNISHING ZONE ON B) MATERIALS SCHEDULE PLANTER, CURBS AT GRADE PLANTING AREA PRE-FABRICATED RAISED BIORETENTION PLANTER - MANUFACTURE TBD RAISED PLANTING AREA BENCH MOVEABLE FURNITURE (TBD BY TENANT) BIKE RACK(20 SPACES) - 3'X 6' CLEARANCE ZONE - CITY OF STANDARD SITE FURNISHINGS, PARKING PROPERTY LINE 3'-0" 6'-0" G2 STORM FACILITY PLANTING SCHEDULE (INCLUDE ROW STORMWATER AREAS) SYMBOL % PLANT SPECIES MINIMUM SIZE SPACING QUANTITY 25 SALVIA SONOMENSIS #1 CONT. 1.5' O.C. 25 CHONDRAPETALUM TECHTORUM #1 CONT. 1.5' O.C. 25 JUNCUS PATENS 'ELK BLUE' #1 CONT. 1.5' O.C. 25 DESCHAMPSIA CESPITOSA #1 CONT. 1.5' O.C. PLANT SCHEDULE RAISED PLANTERS AT GROUND LEVEL SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT.X SPRD.) SPACING NOTES FESTUCA RUBRA RED FESCUE 1 GAL 12"O.C. POLYSTICUM MUNITUM SWORD FERN 5 GAL 12" O.C. MAHONIA AQUIFOLIUM 'COMPACTA' LOW ORANGE GRAPE 5 GAL 12" O.C. NEPETA X FAASSENII 'WALKER'S LOW' WALKER'S LOW CATMINT 5 GAL 18" O.C. PENNESETUM ALOPECURIODES 'HAMLEN' DWARF FOUNTAIN GRASS 5 GAL 18"O.C. CISTUS SPP. ROCKROSE 5 GAL 3' O.C. AT GRADE STREETSCAPE PLANTING SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT.X SPRD.) SPACING NOTES FESTUCA IDAOENSIS IDAHO FESCUE 1 GAL 12"O.C. NANDINA DOMESTICA 'COMPACTA COMPACT HEAVENLY BAMBOO 5 GAL 24" O.C. SALVIA GREGII AUTUMN SAGE 5 GAL 24" O.C. POLYSTICHUM MUNITUM SWORD FERN 5 GAL 24" O.C. TREE SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME MINIMUM SIZE SPACING QUANTITY NOTES HANDROANTHUS HEPTAPHYLLUS PINK TRUMPET TREE 2" CAL., 48" BOX AS SHOWN 7 STREET TREE REQ. 4th AVE. EUCALYPTUS ESPATHULATA SWAMP MALLET 2" CAL., 48" BOX AS SHOWN 7 STREET TREE REQ. 5th AVE. LOPHOSTEMON CONFERTUS BRISBANE BOX 2" CAL.,48" BOX AS SHOWN 6 STREET TREE REQ. S. B St. MAGNOLIA STELLATA STAR MAGNOLIA 24" BOX HOWEA FORSTERIANA KENTIA PALM 36" BOX 3 (1) MULTI-STEM 48" BOX & (2) SINGLE STEM 36" BOX AS SHOWN AS SHOWN 6 PROPOSED SHORT TERM BIKE - RESIDENTIAL 8 NOTE: 1. DECORATIVE BRICK IN THE PROW SHALL MATCH CITY STANDARDS. 2. FINAL PLANTING PLAN WILL RESPOND TO THE SHADE AND SUN EXPOSURES AS DETERMINED BY A FUTURE ARCHITECTURAL SOLAR STUDY. 3. SEE CIVIL FOR STREET PARKING INFORMATION. 4. TREE GRATES TO BE USED FOR TREES IN THE PUBLIC R.O.W. FOR NON-STORMWATER TREATMENT TREE AREAS. IMPLEMENT ROOT BARRIERS IF THEY DO NOT CONFLICT WITH STORMWATER TREATMENT IN THE PUBLIC R.O.W. 5. OPEN SPACE CALCULATION: SEE STATE DENSITY BONUS LETTER. 6. THE EXISTING BENCH ON B STREET & 5TH AVENUE IS REMOVED IN ORDER TO COMPLY WITH THE PROPOSED SIDEWALK, BULB-OUT AND A WIDENING OF THROUGH ZONE (SEE CIVIL.). THE PROPOSED SIDEWALK IS IN COMPLIANCE WITH THE CITY'S PEDESTRIAN MASTER PLAN A.10. SIDEWALK STANDARDS. PROPOSED SHORT TERM BIKE - COMMERCIAL 16 NOTE: 1. PLANT QUANTITIES IN 'STORM FACILITY PLANTING SCHEDULE' ARE BROKEN OUT FOR PERMIT REVIEW.

2. STORM FACILITY PLANT QUANTITIES ARE CALCULATED TO OVERFLOW LEVEL OF BASIN. C4 P1A1 G4 G1 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.1.0 LANDSCAPE PLAN, GROUND LEVEL N 0 5 10 20 FT 1" = 10' - 0" 1 1 1 1 1 1 1 1111 1111 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 1160 of 11211

FEC FEC SEATING AREA GUARDRAIL PEDESTAL PAVER PLANTING AREA W/ LIGHTWEIGHT SOIL PLANTING AREA W/ LIGHTWEIGHT SOIL, METAL PLANTER LOUNGE AREA CONFERENCE AREA PLANTING AREA W/ LIGHTWEIGHT SOIL, METAL PLANTER METAL PLANTER METAL PLANTER METAL PLANTER PLANTING AREA W/ LIGHTWEIGHT SOIL B STREET 4th AVE
5th AVE RAILROAD AVE. RAISED PLANTERS AT UPPER TERRACES SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT.X SPRD.) SPACING NOTES POLYSTICHUM MUNITUM SWORD FERN #3 36" O.C. SALVIA GREGGI AUTUMN SAGE #3 18" O.C. BOUTELOUA GRACILIS BLUE GRAMA GRASS #3 18" O.C. SESLERIA AUTUMNALIS AUTUMN MOOR GRASS #3 18" O.C. ARMERIA MARITIMA 'ALBA' 'ALBA' SEA THRIFT #3 6" O.C. ROSMARINUS OFFICINALIS TRAILING ROSEMARY TREE SCHEDULE LARGE SHRUB (UPPER TERRACES) MAGNOLIA STELLATA STAR MAGNOLIA 24" BOX RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.1.1 LANDSCAPE PLAN, 6TH LEVEL N 0 5 10 20 FT 1" = 10' - 0" 1 3 1161 of 11211 UP DN 36 Bikes UP UP 12 Bikes 16 Bikes 24 Bikes DN DN UP UP RR B STREET 4th AVE
5th AVE RAILROAD AVE. RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.2.0 IRRIGATION PLAN, GROUND LEVEL N 0 5 10 20 FT 1" = 10' - 0" 1 1" METER FOR IRRIGATION AT THIS APPROXIMATE LOCATION. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION OF METER. MAXIMUM IRRIGATION DEMAND: 13 GPM AT APPROXIMATELY XX PSI STATIC PRESSURE AT WATER METER LOCATION. 1PLAN NOTES LEGEND 2 1" BACKFLOW PREVENTER FOR IRRIGATION SYSTEM. 3457 APPROXIMATE LOCATION OF IRRIGATION BOOSTER PUMP BY OTHERS. PRESSURE ON DISCHARGE SIDE OF BOOSTER PUMP SHALL BE 55 PSI. IRRIGATION CONTROLLER "C". MOUNT ON INTERIOR WALL AT THIS LOCATION AS DETAILED AND AS DIRECTED BY ARCHITECT. CONNECT TO 120 VOLT A.C. ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. 1" ELECTRICAL CONDUIT AND SPLICE BOX FOR IRRIGATION 2-WIRE CABLE TO BE PROVIDED AND INSTALLED FROM IRRIGATION CONTROLLER "C" TO THIS APPROXIMATE LOCATION UNDER ELECTRICAL CONTRACT TO SERVICE LEVEL 6 PLANTERS. COORDINATE INSTALLATION OF CONDUIT WITH GENERAL/ELECTRICAL CONTRACTOR(S) PRIOR TO CONSTRUCTION. 1.25" COPPER PIPE STUB-OUT FOR IRRIGATION FROM MECHANICAL ROOM TO THIS APPROXIMATE LOCATION TO SERVICE SITE LEVEL PLANTERS TO BE PROVIDED AND INSTALLED UNDER PLUMBING CONTRACT . COORDINATE INSTALLATION OF PIPES WITH GENERAL/PLUMBING CONTRACTOR(S) PRIOR TO CONSTRUCTION . 1.25" COPPER PIPE STUB-OUT FOR IRRIGATION FROM MECHANICAL ROOM TO THIS APPROXIMATE LOCATION TO SERVICE SITE LEVEL PLANTERS TO BE PROVIDED AND INSTALLED UNDER PLUMBING CONTRACT . COORDINATE INSTALLATION OF PIPES WITH GENERAL/PLUMBING CONTRACTOR(S) PRIOR TO CONSTRUCTION . 1" ELECTRICAL CONDUIT AND SPLICE BOX FOR IRRIGATION 2-WIRE CABLE TO BE PROVIDED AND INSTALLED FROM IRRIGATION CONTROLLER "C" TO THIS APPROXIMATE LOCATION UNDER ELECTRICAL CONTRACT TO SERVICE SITE LEVEL PLANTERS. COORDINATE INSTALLATION OF CONDUIT WITH GENERAL/ELECTRICAL CONTRACTOR(S) PRIOR TO CONSTRUCTION. 8NOTES: 1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE. 3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL). 4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: 0.75" 0-6 GPM 1" 7-12 GPM 1.25" 13-20 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: 0.75 0-500 FT 1" 501-1100 FT 1.25" 1101-2000 FT 6 fax 925.932.5671 www.rmairrigation.com 2760 Camino Diablo Walnut Creek, CA 94597 tel 925.939.3985 t Irrigation Consultant: Russell D. Mitchell Associates, Inc.

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CON CON CON CON CON CON CON CON CON 123 45 6 7 IRRIGATION EQUIPMENT LOCATED WITHIN PUMP ROOM LOCATED ON BASEMENT LEVEL. REFER TO IRRIGATION SHEET XX FOR IRRIGATION EQUIPMENT PLAN DIAGRAM LAYOUT. 6 1162 of 11211 FEC FEC RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.2.1 IRRIGATION PLAN, 6TH LEVEL N 0 5 10 20 FT 1" = 10' - 0" 1 1" ELECTRICAL CONDUIT AND SPLICE BOX FOR IRRIGATION 2-WIRE CABLE TO BE PROVIDED AND INSTALLED FROM IRRIGATION CONTROLLER "C" TO THIS APPROXIMATE LOCATION UNDER ELECTRICAL CONTRACT TO SERVICE LEVEL 6 PLANTERS. COORDINATE INSTALLATION OF CONDUIT WITH GENERAL/ELECTRICAL CONTRACTOR(S) PRIOR TO CONSTRUCTION. 1.25" COPPER PIPE STUB-OUT FOR IRRIGATION FROM MECHANICAL ROOM TO THIS APPROXIMATE LOCATION TO SERVICE SITE LEVEL PLANTERS TO BE PROVIDED AND INSTALLED UNDER PLUMBING CONTRACT . COORDINATE INSTALLATION OF PIPES WITH GENERAL/PLUMBING CONTRACTOR(S) PRIOR TO CONSTRUCTION . 1PLAN NOTES LEGEND 2 fax 925.932.5671 www.rmairrigation.com 2760 Camino Diablo Walnut Creek, CA 94597 tel 925.939.3985 t Irrigation Consultant: Russell D. Mitchell Associates, Inc.

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plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:
# DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 100% SET 09/29/2023 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.laL.3.2 IRRIGATION NOTES AND LEGEND 1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, AND OTHER IRRIGATION COMPONENTS MAY BE SHOWN WITHIN PAVED AREAS FOR GRAPHIC CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, CONDUIT, AND OTHER ITEMS WHICH MAY BE REQUIRED. INVESTIGATE THE STRUCTURAL AND FINISHED CONDITION AFFECTING THE CONTRACT WORK INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES. IN THE EVENT OF FIELD DISCREPANCY WITH CONTRACT DOCUMENTS, PLAN THE INSTALLATION WORK ACCORDINGLY BY NOTIFICATION AND APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND ACCORDING TO THE CONTRACT SPECIFICATIONS. NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WITH APPLICABLE CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES THROUGH OR UNDER WALLS, ROADWAYS, PAVING AND STRUCTURES BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED REVISIONS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, AND REGULATIONS. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE; THE UNIFORM PLUMBING CODE, PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION; AND OTHER STATE OR LOCAL LAWS OR REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR REGULATIONS. THE CONTRACTOR SHALL FURNISH WITHOUT ANY EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED BY THE COMPLIANCE WITH THESE CODES AND REGULATIONS. 3. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LAYOUT AND INSTALLATION OF THE PLANT MATERIALS TO INSURE THAT THERE WILL BE COMPLETE AND UNIFORM IRRIGATION COVERAGE OF PLANTING IN ACCORDANCE WITH THESE DRAWINGS, AND CONTRACT DOCUMENTS. THE IRRIGATION LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY CHANGES, DELETIONS, OR ADDITIONS ARE REQUIRED. IRRIGATION SYSTEM SHALL BE INSTALLED AND TESTED PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. 5. IT IS THE RESPONSIBILITY OF THE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLER(S) TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE. 6. IT IS THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT A.C. (2.5 AMP DEMAND PER CONTROLLER) ELECTRICAL SERVICE TO THE CONTROLLER LOCATION(S). IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE STUB-OUT TO THE CONTROLLER(S). PROVIDE PROPER GROUNDING PER CONTROLLER MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH LOCAL CODES. 7. INSTALL NEW BATTERIES IN THE IRRIGATION CONTROLLER(S) TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE AND SIZE REQUIRED AS PER CONTROLLER MANUFACTURER'S INSTRUCTIONS. 8. SCHEDULE A MEETING WHICH INCLUDES REPRESENTATIVES OF THE IRRIGATION CONTROLLER MANUFACTURER, THE MAINTENANCE CONTRACTOR, THE OWNER AND THE IRRIGATION CONTRACTOR AT THE SITE FOR INSTRUCTION ON THE PROPER PROGRAMMING AND OPERATION OF THE IRRIGATION CONTROLLER. 9. INSTALL 3" DETECTABLE TAPE ABOVE ALL PRESSURIZED MAIN LINES AS DETAILED. USE CHRISTY MODEL #TA-DT-3-BIRR FOR POTABLE IRRIGATION SYSTEMS. 10. INSTALL 2-WIRE CABLE ALONG THE MAIN LINE. CONTACT CONTROLLER REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING. 11. INSTALL 2-WIRE CABLE WITHIN 1.25" CONDUIT WITH LONG SWEEPS IN AND OUT OF EACH VALVE BOX. SEAL ALL CONDUIT OPENINGS WITH WATERPROOF FOAM. 12. INSTALL A 14"X19" GREY ELECTRICAL PULL BOX EVERY 200' AND AT EVERY CHANGE IN DIRECTION. ONLY SPLICE TWO WIRE CABLE AT THREE WAY WIRE CONNECTIONS. 13. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KIT. 14. DECODER GROUNDING SHALL BE PROVIDED EVERY 600 FEET, AT THE CONTROLLER AND AT THE LAST DECODER OR AT THE END OF THE 2 WIRE PATH. GROUND WITH A 5/8" X 8' COPPER CLAD GROUNDING ROD. #6 COPPER WIRE TO SURGE DEVICE/DECODER. INCLUDE A SURGE ARRESTOR AT EACH GROUNDING LOCATION. A SPLIT BOLT CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A DBR/Y-6 WATERPROOF CONNECTOR. 15. SPLICING OF JACKETED 2-WIRE IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 24" LONG COIL OF WIRE AT EACH SPLICE AND A 24" LONG EXPANSION LOOP IN ALL PULL BOXES. 16. INSTALL BLACK PLASTIC VALVE BOXES WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION CONTROL VALVE". BOX BODY SHALL HAVE KNOCK OUTS. ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL. 17. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX AN EQUAL DISTANCE FROM THE WALK, CURB, BUILDING OR LANDSCAPE FEATURE AND PROVIDE 12" BETWEEN BOX TOPS. ALIGN THE SHORT SIDE OF RECTANGULAR VALVE BOXES PARALLEL TO WALK, CURB, BUILDING OR LANDSCAPE FEATURE. 18. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS (AVOID LAWN AREAS WHERE POSSIBLE). 19. THE CONTRACTOR SHALL LABEL CONTROL LINE WIRE AT EACH REMOTE CONTROL VALVE WITH A 2 1/4" X 2 3/4" POLYURETHANE I.D. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE. THE CONTRACTOR SHALL PERMANENTLY STAMP ALL VALVE BOX LIDS WITH APPROPRIATE IDENTIFICATION AS NOTED IN CONSTRUCTION DETAILS. 20. FLUSH AND ADJUST IRRIGATION OUTLETS AND NOZZLES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. SELECT THE BEST DEGREE OF THE ARC AND RADIUS TO FIT THE EXISTING SITE CONDITIONS AND THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH CONTROL ZONE. 21. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE. 22. LOCATE BUBBLERS ON UPHILL SIDE OF PLANT OR TREE. 23. INSTALL A HUNTER HCV SERIES, KBI CV SERIES, OR APPROVED EQUAL SPRING LOADED CHECK VALVE IN SPRINKLER RISER ASSEMBLIES WHERE LOW OUTLET DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER. 24. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE CAUTION TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATE BY HAND IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR. BACK FILL TRENCHES ADJACENT TO TREE WITHIN TWENTY-FOUR (24) HOURS. WHERE THIS IS NOT POSSIBLE, SHADE THE SIDE OF THE TRENCH ADJACENT TO THE TREE WITH WET BURLAP OR CANVAS. 25. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE. 26. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 27. IRRIGATION DEMAND: REFER TO PLANS. 28. THE EXISTING MAIN LINE SHOWN ON THE DRAWINGS IS DIAGRAMMATIC. VERIFY AND LOCATE EXISTING MAIN LINE IN FIELD. REPORT TO ARCHITECT IN WRITING ANY DEVIATION OF EXISTING MAIN LINE LOCATION FROM THAT SHOWN ON THE DRAWINGS. 29. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY. 30. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5. 31. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES IN THE IRRIGATION LAYOUT DUE TO OBSTRUCTIONS NOT SHOWN ON THE IRRIGATION DRAWINGS SUCH AS LIGHTS, FIRE HYDRANTS, SIGNS, ELECTRICAL ENCLOSURES, ETC. 32. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES IN THE IRRIGATION LAYOUT AND VALVE ZONING DUE TO VARIATIONS IN THE EXISTING SITE CONDITIONS SUCH AS EXPOSURE FROM BUILDINGS, TRELLISES, TREES, ETC., AS WELL AS SLOPE AND SOIL CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT OF THE PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL. 33. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE IRRIGATION SYSTEM DESIGN IF THE PLANTING DESIGN CHANGES FROM THE ORIGINAL PLAN AND NEEDS TO ADAPT TO THE NEW PLANTING DESIGN. THE LANDSCAPE CONTRACTOR NEEDS TO NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT OF PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL. 34. WHEN WORK OF THIS SECTION HAS BEEN COMPLETED AND SUCH OTHER TIMES AS MAY BE DIRECTED, REMOVE ALL TRASH, DEBRIS, SURPLUS MATERIALS AND EQUIPMENT FROM SITE. 35. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLEMENTAL HAND WATERING OF ALL PLANT MATERIAL WITHIN DRIPLINE AREAS UNTIL THE PLANTS ARE SUFFICIENTLY ESTABLISHED. 36. VERIFY LOCATIONS OF ALL IRRIGATION COMPONENTS INSTALLED WITHIN A VALVE BOX WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DO NOT INSTALL UNTIL LANDSCAPE ARCHITECT PROVIDES ACCEPTABLE LOCATIONS. IRRIGATION NOTES IRRIGATION COORDINATION NOTES 1. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPING WITHIN THE STRUCTURE. PIPE MATERIAL SHALL BE APPROVED FOR USE WITHIN A STRUCTURE PER PLUMBING CODE. REFER TO MEP OR PLUMBING DRAWING FOR EXACT ROUTING THOUGH THE STRUCTURE. REFER TO IRRIGATION PLANS FOR APPROXIMATE LOCATION OF STUB OUT LOCATIONS. EXIT OF PIPE TO BE WITHIN PLANTERS WHERE POSSIBLE. ALL PENETRATION POINTS SHALL BE WATERPROOFED AS REQUIRED. 2. IRRIGATION SLEEVES OR CONDUITS WITHIN PRECAST OR POURED IN PLACE PLANTERS SHALL BE COORDINATED AND INSTALLED PRIOR TO THE CONSTRUCTION. ALL PENETRATION POINTS SHALL BE WATERPROOFED AS REQUIRED. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, PULL BOXES AND WIRE IN STRUCTURE. THE DRAWINGS INDICATE REQUIRED CONDUIT SIZE AND TYPE OF LOW VOLTAGE CABLE. FINAL CONNECTION OR WIRING TO REMOTE CONTROL VALVES AND CONTROLLER SHALL BE COMPLETED BY IRRIGATION CONTRACTOR. SYMBOL OPERATING DESCRIPTION PSI NOZZLE GPM OPERATING RADIUS (FEET) DB-15-PC-CV TORO BUBBLER, MIN. 2 PER TREE. REFER TO BUBBLER DETAIL FOR QUANTITY OF BUBBLERS PER TREE SIZE. 0.25 30 TRICKLE IRRIGATION LEGEND 570-DRIP-IND TORO POP-UP DRIPLINE INDICATOR WITH SIDE INLET. T-YD-500-34 TORO DRIPLINE AIR RELIEF VALVE WLT-0500-T NDS SCH 40 BALL VALVE OR APPROVED EQUAL DB-15-PC-CV TORO BUBBLER, 1 PER SHRUB 0.25 30 TRICKLE MODEL NUMBER P-220-26 SERIES TORO REMOTE CONTROL VALVE DZK-700-MF TORO DRIP ZONE KIT WITH IRRITROL 700 SERIES REMOTE CONTROL VALVE, PRESSURE REGULATOR (40 PSI) AND A 1" FILTER KC OR KSC NDS KSC SERIES CHECK VALVE FOR UPHILL FLOW DIRECTION OR KC SERIES SPRING CHECK VALVE FOR DOWNHILL FLOW DIRECTION (LINE SIZE) CV T113-K SERIES NIBCO BRASS GATE VALVE (LINE SIZE) TORO POP-UP SPRAY 0.75 40 12-14 SPRINKLER WITH MP ROTATOR NOZZLE (GRASSES) 570Z-12P-XF-COM/ MP1000-360-HT 570Z-12P-XF-COM/ 0.37,0.19 40 12-14 MP1000-90-HT 570Z-12P-PRX-COM/ 0.65 30 10-12 MP1000-360-HT 570Z-12P-PRX-COM/ 0.32,0.16 30 10-12 MP1000-90-HT TORO POP-UP SPRAY SPRINKLER WITH MP ROTATOR NOZZLE (GRASSES) TORO POP-UP SPRAY SPRINKLER WITH HUNTER MP ROTATOR NOZZLE (GRASSES) TORO POP-UP SPRAY SPRINKLER WITH HUNTER MP ROTATOR NOZZLE (GRASSES) 33-DRC SCHEDULE 40 PVC PLASTIC PIPE. COVER TO BE AS INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE FOR PIPE DEPTH OF COVER. 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. LATERAL LINE: SLEEVING: RAIN BIRD 3/4" TWO-PIECE QUICK COUPLING VALVE (YELLOW LOCKING RUBBER COVER) 1.5" AND SMALLER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 18" COVER. MAIN LINE: CONTROLLER AND STATION NUMBER AREA (SQ. FT.) FLOW (GPM) REMOTE CONTROL VALVE SIZE (IN INCHES) ASSOCIATED REMOTE CONTROL VALVE WATER USE CLASSIFICATION OF ZONE APPLICATION RATE (IN/HR) or DRIPLINE SPACING or DRIP ZONE: TORO DL2000 SERIES DRIPLINE WITH DL2000 INSERT FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4" BELOW GRADE IN A 12" O.C. GRID ACCORDING TO DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10 GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE 1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40 PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF REQUIRED. SEE DETAILS FOR FURTHER INFORMATION. DRIPLINE REMOTE CONTROL VALVE T-FP600A-LF-1" NIBCO 1" BRASS BALL VALVE APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN 3 GPM AND NO PVC SUPPLY/EXHUST HEADERS ARE NEEDED. REFER TO DRIPLINE TUBING CONNECTION DETAIL FOR MORE INFORMATION. DRIPLINE REMOTE CONTROL VALVE 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. DRIPLINE LATERAL LINE: 975XL2SEU-1" WILKINS REDUCED PRESSURE BACKFLOW ASSEMBLY WITH FREEZE BLANKET. MV PVC LATERAL SUPPLY HEADER EXHAUST HEADER DRIP ZONE EXTENTS PVC LATERAL XX STATION # COLOR HATCH OF ZONE XX STATION # DRIP ZONE EXTENTS COLOR HATCH OF ZONE FS MAIN LINE: CU CU CU 1.5" AND SMALLER: TYPE 'K' COPPER PIPE WITH WROUGHT FITTINGS. SHOWN FOR REFERENCE ONLY, SEE PLUMBING PLANS FOR ROUTING THROUGH STRUCTURE. 220-27-04/ T-ALFS10150-S TORO BRASS REMOTE CONTROL VALVE WITH PRESSURE REGULATOR (40 PSI) AND A 1" SCREEN FILTER EGP-TW-S/ EGP-ICENTRAL RAIN MASTER EAGLE PLUS CONTROLLER IN A STAINLESS STEEL PEDESTAL ENCLOSURE; INCLUDES I-CARD, CELL COMMUNICATION KIT AND FIVE YEARS RAIN MASTER I-CENTRAL SERVICE. TW-D-1 RAIN MASTER SINGLE STATION DECODER (1 PER VALVE) TW-LA-1 RAIN MASTER LIGHTENING ARRESTOR (1 EVERY 600 FEET ALONG MAIN) REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS. TW-D-2 RAIN MASTER TWO STATION DECODER (USE WHEN MORE THAN 1 OR MORE VALVES ARE CLUSTERED TOGETHER) ROUTE RAIN MASTER TWO WIRE CABLE TO ALL REMOTE CONTROL VALVES. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KITS OR APPROVED EQUAL. INSTALL 2 WIRE CABLE WITHIN 1.25" SCH 40 ELECTRICAL CONDUIT. PULL BOXES SHALL BE LOCATED EVERY 200' NO SPLICES ARE ALLOWED BETWEEN VALVES. REFER TO DETAIL FOR INSTALLATION INSTRUCTIONS. NOT SHOWN ON PLANS QS200-10 FLOMEC 1" PVC FLOW SENSOR 3100100 SUPERIOR MASTER VALVE-1" (NORMALLY OPEN) RS-1000 IRRITROL WIRELESS RAIN SENSOR CON CON CON ELECTRICAL CONDUIT: SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL PLANS FOR ROUTING THROUGH STRUCTURE. THE PROPOSED IRRIGATION SYSTEM FOR THIS SITE WILL BE DESIGNED WITH THE LATEST TECHNOLOGY IN WATER CONSERVATION AND EFFICIENCY. THE SYSTEM WILL CONSIST OF THE FOLLOWING TYPES OF IRRIGATION METHODS AND EQUIPMENT COMPLYING WITH THE STATE WATER ORDINANCE. ALL SMALL PLANTING BEDS WILL BE IRRIGATED WITH WATER CONSERVING AND HIGHLY EFFICIENT INLINE DRIP. ALL BIORETENTION WILL BE IRRIGATED WITH INLINE DRIP SPACED AT 12" O.C. SINCE BIORETENTION AREAS ARE LESS THAN 10 FT WIDE. THE CONTROLLER THAT WILL MANAGE THIS SYSTEM USES LOCAL WEATHER TO ADJUST THE RUN TIMES OF THE VALVES BASED ON DAILY WEATHER CONDITIONS. UTILIZING THIS TYPE OF WEATHER-BASED SYSTEM WILL HELP THE LANDSCAPE MANAGER SAVE 25% MORE WATER THAN WITH A CONVENTIONAL CONTROLLER. IRRIGATION ZONES 1. LOW AND MODERATE WATER-USE SHRUBS/GROUNDCOVER/FLOWERING PLANTS: TO BE IRRIGATED WITH INLINE DRIP 2. LARGE SHRUBS AND TREES: TO BE IRRIGATED USING POINT SOURCE BUBBLERS. 3. STORMWATER TREATMENT: TO BE IRRIGATED WITH INLINE DRIP SPACED AT 12" O.C. IRRIGATION DESIGN NARRATIVE I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. IRRIGATION WATER USE CALCULATIONS 2.2 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com REVISIONS : ISSUE: ISSUE DATE: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE PLANNING APPLICATION RESUBMITTAL 10/10/2023 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la 1 10/10/2023 02/01/2023 01/29/2024 PLANNING APPLICATION 1 PLANNING APPLICATION RESUBMITTAL
2 PLANNING APPLICATION RESUBMITTAL #23 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 1164 of 11211

DN DN UP
FEC UP FEC JIHGFKEDCBA 1 2 3 4 5 6 7 8 10 11 12 13 RR 9 J.5 12.8 E.8 E.9 107 ELECTRICAL ROOM 107A TRANSFORMER ROOM 107B TRANSFORMER ROOM 112 BIKE STORAGE 110 STORAGE 117 SERVICE CORRIDOR 113 STORAGE 111 ELEV EQMT 100A RETAIL 101 STAIR 1 100C RETAIL 100D RETAIL 104 OFFICE LOBBY 100E RETAIL 100F RETAIL 115 OFFICE UP DN 36 Bikes UP UP 12 Bikes 16 Bikes 24 Bikes RAMP DN 398 SF LEASING OFFICE 369 SF YOUTH ROOM 234 SF MENS 246 SF WOMENS 539 SF ELECTRICAL 370 SF PREP KITCHEN STAIR 2 789 SF BIKE ROOM 689 SF SELF HELP STORAGE 1,999 SF SELF HELP / HICAP OFFICE 766 SF LOBBY2,165 SF DINING ROOM ELEV 334 SF BREAK ROOM 144 SF
JANITOR CLOSET 93 SF ELEV MECH 312 SF RESIDENT SERVICES 323 SF UTILITY ROOM CORRIDOR 185 SF
SECURE STORAGE STAIR 1361 SF MAINTENANCE GARAGE ENTRY FIX-IT

10.0% 20.4% 1.05 1.10 1.12 1.11 1.13 1.14 1.23 1.15 1.16 1.24 1.22 1.17 1.34 1.33 1.32 1.06 1.07 1.19 1.03 1.37 1.36 1.35 1.01 1.02 1.40 1.39 1.38 1.04 76 SF CLASSROOM STORAGE 69 SF RESTROOM COMMERCIAL OFFICE BUILDING COMMERCIAL OFFICE BUILDING PLs PLw GARAGE RAMP S. RAILROAD AVENUE E. 4TH AVENUE 2 DISTANCE TO MAIN BUILDING ENTRANCE = 90'-0" MAIL 2 2

4.9% 4.9% 1.08 PLe PLn R W/C OFFICE TRASH ROOM SEE SHEET T0.1 WASTE: 4CY COMP RECYCLE: 4CY COMP PROJECTED COLLECTION SCHEDULE: OFFICE TRASH SERVICE M Tu W Th F Sa Su 2 COMPOST: 2CY COMP TOTAL 2 2 1 3 0 1 3 1 2 1 1 22 1 FRONT-LOAD COLLECTION VEHICLE SHOWN LOADING CONTAINERS FRONT-LOAD CONTAINER HEIL 28CY FRONT-LOAD COLLECTION VEHICLE TRASH ROUTE / STAGING PLAN LEVEL 1 SCALE: NTS GENERAL NOTES. 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. FRONT-LOAD COLLECTION VEHICLE RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] T0.0 TRASH ROUTE / STAGING PLAN Project Status Issue Date 2202017.3 BM 445 S B STREET SAN MATEO, CA, 94401 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 1165 of 11211 SHEET NOTES: OFFICE TRASH ROOM. LEVEL 1. 1. TRASH COLLECTION ROOM IS 1HR FIRE-RATED - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE (1° MAX) AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTORS. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT 8'-0" AFF. 4. WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF WALLS PER PLAN. 5. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/SF PER 2022 CBC. 6. 8'-0" WIDE ROLL-UP DOOR FOR TRANSFERRING CONTAINERS. INSTALL 3'-0" NFPA COMPLIANT DOOR FOR FIRE EGRESS. 7. APOLLO MODEL A1000 STATIONARY HAND-FED COMPACTORS WITH 4CY FL COMPACTOR CONTAINERS FOR COMBINED WASTE AND RECYCLING. PP: COMPACTOR POWER PACKS SHALL BE COMPACTOR-MOUNTED. 5HP 3-PHASE, 208/230/460V. 30A DISCONNECTS 60" AFF. 8. PROVIDE CV-02 VERTICAL COMPACTOR WITH 2CY FL COMPACTOR CONTAINER FOR COMPOST DISPOSAL. 230V 1PH 50A SERVICE OUTLET REQUIRED. 9. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. 120V 15A SERVICE OUTLET REQUIRED. 10. HB: HOT AND COLD HOSE BIBB SHALL BE WALL-MOUNTED 60" AFF. 11. PROVIDE WPT45 27" x 48" ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 4500LB CAPACITY WITH 57.5" TURNING RADIUS. 120V 15A SERVICE OUTLETS REQUIRED. 12. PROVIDE (1) UNDEDICATED 120V 15A SERVICE OUTLET REQUIRED FOR STAFF MAINTENANCE PURPOSE. GENERAL NOTES. 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. OFFICE TRASH ROOM PLAN LEVEL 1 SCALE: 3 8" = 1'-0" LEVEL 1 (S.A.D.) FLOORS BY OTHERS (S.A.D.) SEE NOTE 2 SINGLE SIDE LATCH FOR CONTAINER REMOVAL COMPACTOR ACCESS DOOR 4CY FL COMPACTOR CONTAINER COMPACTOR-MOUNTED POWER PACK, SEE NOTE 7 APOLLO MODEL A1000 SSL COMPACTOR W/ DUMPER SECTION A-A WASTE: 4CY COMP RECYCLE: 4CY COMP PROJECTED COLLECTION SCHEDULE: OFFICE TRASH SERVICE M Tu W Th F Sa Su 2 COMPOST: 2CY COMP TOTAL 2 2 1 3 0 1 3 1 2 1 1 22 1 CV-02-FL-FF VERTICAL COMPACTOR W/ 2CY COMPACTOR CONTAINER (NTS) FRONT VIEW PLAN VIEW ISOMETRIC VIEW SIDE VIEW 10 AB WPT45 27" x 48" ELECTRIC PALLET TRUCK, SEE NOTE 11 A-A- SIM PP 4CY FL COMPACTOR CONTAINER RECYCLING PP 4CY FL COMPACTOR CONTAINER WASTE SPARE 4CY FL COMPACTOR CONTAINER RECYCLING CV-02 VERTICAL COMPACTOR
W/ 2CY CONTAINER
COMPOST 120V 15A SERVICE OUTLET, SEE NOTE 12 120V 15A SERVICE OUTLET, SEE NOTE 12 OC HB 2HR FIRE-RATED WALL BY OTHERS (S.A.D.) SEE NOTE 3 CONCRETE CURB WALL PROTECTION TYP SEE NOTE 4 FD RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] T0.1 OFFICE TRASH ROOM PLAN Project Status Issue Date 2202017.3 BM 445 S B STREET SAN MATEO, CA, 94401 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 1166 of 11211

BESPOKE
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
Planning Resubmission #3 - June 10, 2024
1167 of 11211
APPLICANT:

ALTA HOUSING
180 GRAND AVENUE, SUITE 1400
OAKLAND, CA 94612
CONTACT: PRESTON O'CONNELL
(510) 466-1485
ARCHITECT:

BDE ARCHITECTURE
950 HOWARD STREET
SAN FRANCISCO, CA 94103
CONTACT: KYLE FILOMEO
(303) 217 - 3797
LANDSCAPE ARCHITECT:

PLACE
735 NW 18TH AVENUE
PORTLAND, OR 97209
CONTACT: CHARLES BRUCKER
(503) 334 - 2080
HOUSING SERVICES:

ALTA HOUSING
3460 W BAYSHORE RD STE 104
PALO ALTO, CA 94303
CONTACT: JUSTINE TSAI
(650) 321-4341
AR0.01 PROJECT INFORMATION
AR0.11 FLOOR AREA PLANS
AR0.31 EGRESS DIAGRAM FLOOR 1
AR0.32 EGRESS DIAGRAM FLOOR 2
AR0.33 EGRESS DIAGRAM FLOORS 3-7
AR0.34 EGRESS DIAGRAM ROOF
AR0.41 ALLOWABLE AREA & OPENINGS
AR0.42 ALLOWABLE AREA & OPENINGS
AR0.43 ALLOWABLE AREA & OPENINGS
AR1.00 SITE PLAN
AR2.01 FLOOR 1 PLAN
AR2.02 FLOOR 2 PLAN
AR2.03 FLOORS 3-7 PLAN
AR2.04 ROOF PLAN
AR3.01 BUILDING MATERIAL ELEVATIONS
AR3.02 PERSPECTIVE VIEW RENDERINGS
AR3.03 MATERIAL BOARD
AR3.05 UNIT NATURAL LIGHT CONDITIONS
AR3.06 UNIT NATURAL LIGHT CONDITIONS
AR3.10 BUILDING ELEVATIONS
AR3.20 BUILDING SECTIONS
AR3.21 STREET WALL SECTION EXHIBITS
AR10.40 WINDOW & STOREFRONT TYPES
AR10.41 WINDOW DETAILS
SITE
THE PROPOSED PROJECT IS A 100% AFFORDABLE, FAMILY-FRIENDLY RESIDENTIAL BUILDING WITH PUBLIC FUNDING. THIS BUILDING HAS A

SUBTERRANEAN PARKING GARAGE AND GROUND FLOOR CIVIC SPACE FOR THE LOCAL NON-PROFIT, SELF-HELP FOR THE ELDERLY. THE PROJECT CONSISTS OF THE ELEMENTS DESCRIBED BELOW: • 71 RESIDENTIAL DWELLING UNITS (APARTMENTS) (SEE STATISTICS FOR MORE INFORMATION) • 11 UNITS (15.5%) ARE PROVIDED WITH MOBILITY FEATURES PER CTCAC REGULATIONS (EXCEEDING CBC 11B0233.3.1.1). 8 UNITS (11.3%) ARE

PROVIDED WITH COMMUNICATION FEATURES PER CTCAC REGULATIONS (EXCEEDING CBC 11B-233.3.1.3). ALL OTHER RESIDENTIAL UNITS ARE ADAPTABLE PER CBC 11B. ALL UNITS ARE ON AN ACCESSIBLE ROUTE; UNITS ABOVE THE GROUND FLOOR ARE SERVED BY AN ELEVATOR. • SELF-HELP FOR THE ELDERLY PROGRAM ON GROUND FLOOR WITH A

FLEXIBLE OPEN AREA, ADMINISTRATIVE OFFICES, AND OTHER SUPPORT SPACES. • PROPOSED RESIDENTIAL BUILDING IS 5
-STORIES OF TYPE III-A WOOD
FRAMED CONSTRUCTION OVER 2-STORIES OF TYPE I-A CONCRETE PODIUM. • ALL PUBLIC AREAS ARE ACCESSIBLE PER CHAPTER 11B. CORRIDORS AND COMMON AREAS ARE ACCESSIBLE PER CHAPTER 11B. • ALL PORTIONS OF THE PROJECT ARE FULLY SPRINKLERED PER 903.3.1.1 / NFPA 13. ALL REFERENCES TO "AUTOMATIC SPRINKLERS SYSTEM" MEAN "PER 903.3.1.1 / NFPA 13." • SUBTERRANEAN PARKING LEVEL IS ENCLOSED AND MECHANICALLY

VENTILATED (PARKING LEVEL IS PART OF OFFICE BUILDING PORTION OF THIS SUBMITTAL) • AMENITY SPACES FOR RESIDENTS AND GUESTS ARE LOCATED ON LEVELS 1 & 2. THESE SPACES INCLUDE A YOUTH ROOM, LAUNDRY ROOM,

COMMUNITY ROOM, AND LANDSCAPE COURTYARD WITH SEATING AREAS, PLANTINGS, AND PLAY STRUCTURES • PROJECT INCLUDES RELEVANT SITE WORK, INCLUDING EXCAVATION,

GRADING, PAVING, LANDSCAPING, AND UTILITY CONNECTIONS AS REQUIRED FOR A COMPLETE PROJECT.

SHORT TERM BICYCLE PARKING (PER SMMC 27.64.262):

UNIT TYPE RATIO REQ. COUNT / AREA REQ. SPACES
STUDIO 0.05 / UNIT 03 UNITS 0.15 SPACES
1 BEDROOM 0.05 / UNIT 24 UNITS 1.20 SPACES
2 BEDROOM 0.10 / UNIT 22 UNITS 2.20 SPACES
3 BEDROOM 0.15 / UNIT 22 UNITS 3.30 SPACES
SERVICES 1.0 / 10,000 GSF 5,964 GSF* 0.6 SPACES
TOTAL REQ.: 7.45 SPACES
TOTAL PROVIDED:8 SPACES
LONG TERM BICYCLE PARKING (PER SMMC 27.64.262):

UNIT TYPE RATIO REQ. COUNT / AREA REQ. SPACES
STUDIO 1.00 / UNIT 03 UNITS3 SPACES
1 BEDROOM 1.00 / UNIT 24 UNITS 24 SPACES
2 BEDROOM 1.25 / UNIT 22 UNITS 27.5 SPACES
3 BEDROOM 1.50 / UNIT 22 UNITS 33 SPACES
SERVICES 1.0 / 20,000 GSF 5,964 GSF* 0.3 SPACES
TOTAL REQ.: 87.8 SPACES
TOTAL PROVIDED: 88 SPACES
*TOTAL OF AREA ATTRIBUTED TO "COMMUNITY ACTIVITIES" IN TABLE ABOVE

ALLOWABLE GROSS FLOOR AREA / HEIGHTS / CONSTRUCTION TYPES BASE ALLOWABLE AREA PER FLOOR PER CBC TABLE 506.2 FOR TYPE I-A:

OCCUPANCY TYPES A, B, S, & R: UNLIMITED S.F.

BASE ALLOWABLE HEIGHT & STORIES PER CBC TABLES 504.3 & 504.4 FOR TYPE I-A:

OCCUPANCY TYPES A, B, S, & R: UNLIMITED
BASE ALLOWABLE AREA PER FLOOR PER CBC TABLE 506.2 FOR TYPE III-A:

R-2 24,000 S.F.

BASE ALLOWABLE HEIGHT & STORIES PER CBC TABLE 503 FOR TYPE III-A:

R-2 85 FEET / 5 STORIES (W/O AREA INCREASE & W/ AUTOMATIC SPRINKLER SYSTEM) PROPOSED GROSS FLOOR AREA*

FLOOR OCCUPANCY GROSS AREA
FLOOR 1 MIXED 15,276 S.F.

FLOOR 2 R-2 10,833 S.F.

FLOORS 3-7 R-2 10,875 S.F.

TOTAL 80,484 S.F.
*PER CBC 2022, AREA MEASURED TO THE INSIDE PERIMETER OF EXTERIOR BUILDING WALLS, INCLUDING DECKS THAT ARE NOT OPEN TO THE SKY. EXCLUDES PORTIONS OF DECKS WHICH PROJECT BEYOND THE FACE OF THE BUILDING. NO DEDUCTIONS FOR SHAFTS OR STAIRWAYS.

FIRE-RESISTANCE RATING REQUIREMENTS:
3 HOUR HORIZONTAL SEPARATION BETWEEN TYPE I-A & TYPE III-A REQUIREMENTS PER SECTION 510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE
TYPE I-A: FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601:

STRUCTURAL FRAME 3 HR
EXTERIOR BEARING WALLS 3 HR
INTERIOR BEARING WALLS 3 HR
INT. NONBEARING WALLS 0 HR
FLOOR CONSTRUCTION 2 HR
ROOF CONSTRUCTION 1 1/2 HR
TYPE III-A: FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601:

STRUCTURAL FRAME 1 HR.

EXTERIOR BEARING WALLS 2 HR.

INTERIOR BEARING WALLS 1 HR.

EXTERIOR NONBEARING WALLS & PARTITIONS SEE BELOW
INTERIOR NONBEARING WALLS & PARTITIONS 0 HR.

FLOOR CONSTRUCTION (BEAMS & JOISTS) 1 HR.

ROOF CONSTRUCTION (BEAMS & JOISTS) 1 HR.

SHAFT / STAIRWAY ENCLOSURES 2 HR.

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FOR TYPE I-A & III-A CONSTRUCTION AND OCCUPANCY PER TABLE 602:

FIRE SEP. DIST. OCCUPANCIES: GROUP A, M, R-2 & S-2
X < 5 1 HR.
5 ≤ X < 10 1 HR.
10 ≤ X < 30 1 HR.

X ≥ 30 0 HR.

THE BUILDING SHALL COMPLY WITH THE 2022 CFC SECTION 510 FOR ERRC COVERAGE.

SITE MAP
6 PROJECT TEAM2 SHEET INDEX1
1" = 1'-0"

PROJECT DESCRIPTION
4 1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:12 PM
AR0.01
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

PROJECT INFORMATION

BESPOKE

BICYCLE PARKING
5 BUILDING CODE SUMMARY
3 1168 of 11211

OMITTED PER SMMC

27.04.200(b)(2)(E)

BIKE ROOM
12,255 SF
LEVEL 1

GARAGE RAMP

OMITTED PER SMMC

27.04.200(d)(4)
19' - 11" 35' - 10"
108' - 3"
8' - 9"
3' - 4"
144' - 9"
28' - 0"
19' - 9"
12' - 11"
18' - 10"
5' - 9"
24' - 9"
7' - 0"
5' - 0"
5' - 0"
144' - 9"
28' - 0"
70' - 1"
11' - 2"
9' - 5"
7' - 9"
14' - 1"
10,712 SF
LEVEL 2
OMITTED PER SMMC 27.04.200(b)(2)(B)
OMITTED PER SMMC 27.04.200(b)(2)(B)
OMITTED PER SMMC 27.04.200(b)(2)(B)
65' - 0"
7' - 9" 17' - 10"
21' - 10" 46' - 11" 9' - 4"
34' - 10" 30' - 2"
126' - 0" 9' - 4" 4' - 4"
65' - 0"
108' - 4"
10,747 SF
LEVELS 3-7 TYP.
7' - 9" 17' - 10" 29' - 10"
21' - 10" 46' - 11" 9' - 4"
34' - 10" 30' - 2"
126' - 0" 9' - 4" 4' - 4"
65' - 0"
108' - 4"
OMITTED PER SMMC 27.04.200(b)(2)(B)
OMITTED PER SMMC 27.04.200(b)(2)(B)
OMITTED PER SMMC 27.04.200(b)(2)(B)
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/32" = 1'-0"
6/17/2024 2:36:13 PM
AR0.11
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

FLOOR AREA PLANS

BESPOKE
3/32" = 1'-0"
AREA PLAN - FLOOR 1
2 3/32" = 1'-0"
AREA PLAN - FLOOR 2
1 3/32" = 1'-0"
AREA PLAN - FLOORS 3-7
3 Courtyard Terrace 4,429 4,429
Landscape Amenities
Total Gross*
*excludes bike room, garage ramp, and stair & elevator areas above ground floor 12,255 10,712 10,747 10,747 10,747 10,747 10,747 0 76,702 subtotal 5,645
Offices (Self Help for the Elderly) 1,888
Secure Storage (Self Help for the Elderly) 108
Storage (Self Help for the Elderly) 253
Women's Restroom (Self Help for the Elderly) 211
Men's Restroom (Self Help for the Elderly) 201
Prep Kitchen (Self Help for the Elderly) 387
Dining Room Storage (Self Help for the Elderly) 75
Dining Room (Self Help for the Elderly) 2,522
Community Amenities
subtotal 2,036
Maintenance 361
Trash Room 576
Janitor Closet 144
Elevator Mechanical 93
Electrical Room 539
Utilities Room 323
Residential Utilities
subtotal 4,394
Laundry 516
Community Room 1,631
Restroom 69
Youth Room 369
Resident Services Office 312
Break Room 315
Leasing Office 416
Lobby 766
Residential Amenities
Gross Excluded area by floor (footprint minus net rentable, excl decks) 2,327 1,414 1,097 1,097 1,097 1,097 1,097 0 9,226 Net rentable Residential by floor (excl decks) 0 7,151 9,650 9,650 9,650 9,650 9,650 0 55,401 Net rentable residential area is measured center of demising wall, ext face of stud of ext wall, ext face of stud of corridor wall, excl decks TOTAL UNITS Avg SqFt 780 0 11 12 12 12 12 12 0 71 100% 55,401 3 BDRM SUB-TOTAL 0 2 4 4 4 4 4 0 22 31% 22,475
C4.0 3 BDRM/ 2 BATH 936 1 1 1 1 1 5 7% 4,680
C3.0 3 BDRM/ 2 BATH 920 1 1 1 1 1 5 7% 4,600
C2.1 3 BDRM/ 2 BATH 1,235 1 1 1% 1,235
C2.0 3 BDRM/ 2 BATH 1,240 1 1 1 1 1 5 7% 6,200
C1.1 3 BDRM/ 2 BATH 960 1 1 1% 960
3 BEDROOM C1.0 3 BDRM/ 2 BATH 960 1 1 1 1 1 5 7% 4,800
2 BDRM SUB-TOTAL 0 2 4 4 4 4 4 0 22 31% 18,777
B4.0 2 BDRM/ 1 BATH 855 1 1 1 1 1 5 7% 4,275
B3.0 2 BDRM/ 1 BATH 854 1 1 1 1 1 5 7% 4,270
B2.1 2 BDRM/ 1 BATH 800 1 1 1% 800
B2.0 2 BDRM/ 1 BATH 798 1 1 1 1 1 5 7% 3,990
B1.1 2 BDRM/ 1 BATH 907 1 1 1% 907
2 BEDROOM B1.0 2 BDRM/ 1 BATH 907 1 1 1 1 1 5 7% 4,535
1 BDRM SUB-TOTAL 0 4 4 4 4 4 4 0 24 34% 12,934
A6.0 1 BDRM/ 1 BATH 540 1 1 1% 540
A5.0 1 BDRM/ 1 BATH 550 1 1 1% 550
A4.1 1 BDRM/ 1 BATH 494 1 0 0 0 0 0 1 1% 494
A4.0 1 BDRM/ 1 BATH 506 1 1 1 1 1 5 7% 2,530
A3.0 1 BDRM/ 1 BATH 569 1 1 1 1 1 5 7% 2,845
A2.0 1 BDRM/ 1 BATH 565 1 1 1 1 1 5 7% 2,825
A1.1 1 BDRM/ 1 BATH 450 1 1 1% 450
1 BEDROOM A1.0 1 BDRM/ 1 BATH 540 1 1 1 1 1 5 7% 2,700
STUDIO SUB-TOTAL 0 3 0 0 0 0 0 0 3 4.23% 1,215
S3.0 STUDIO 404 1 1 1% 404
S2.0 STUDIO 430 1 1 1% 430
STUDIO S1.0 STUDIO 381 1 1 1% 381
1ST 2ND 3RD 4TH 5TH 6TH 7TH ROOF Total by Type
UNIT TYPE NAME DESCRIB Unit Net Rentable Unit Rentable Area FLOORS: 5 WOOD OVER 2 CONCRETE
CONSTRUCTION TYPE: TYPE IIIA O/ TYPE IA
Date 06/14/24
UNIT AND AREA SUMMARY JOB: 2126_BESPOKE
1169 of 11211
UP
36 Bikes
DN
12 Bikes 16 Bikes
24 Bikes
UP
UP
A. SEPARATION DISTANCE BETWEEN AT LEAST TWO EXITS
SHALL BE 1/3 OF THE MAXIMUM DIAGONAL DIMENSION OF
THE ROOM, AREA OR SPACE. SEE DIAGRAMS FOR EXIT
SEPARATION DISTANCE DIMENSIONS.

B. MAXIMUM COMMON PATH OF EGRESS TRAVEL (TABLE
1006.2.1)
SPRINKLERED S = 100'
SPRINKLERED B = 100'
SPRINKLERED R-2 = 125'
SPRINKLERED M = 75'
SPRINKLERED A = 75'
C. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)
SPRINKLERED S-1 = 250'
SPRINKLERED S-2 = 400'
SPRINKLERED B = 300'
SPRINKLERED R = 250'
SPRINKLERED M = 250'
SPRINKLERED A = 250'
D. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY WITH AN
OCCUPANCY LOAD OF 50 OR MORE SHALL HAVE SIGNAGE

POSTED IN A CONSPICUOUS PLACE WITH THE

ALLOWABLE OCCUPANT LOAD NEAR THE MAIN EXIT OR
EXIT ACCESS DOORWAY. FINAL POSTED SIGN

LOCATION(S) AND TYPE SHALL BE APPROVED BY THE

FIRE AND BUILDING INSPECTORS PRIOR TO FINAL

BUILDING OCCUPANCY CERTIFICATION PER
SECTION 1004.9.

E. CLASS I STANDPIPE HOSE CONNECTION SHALL BE

PROVIDED ON EACH SIDE OF THE WALL ADJACENT TO

THE EXIT OPENING OF A HORIZONTAL EXIT, EXCEPT

WHERE FLOOR AREAS ADJACENT TO A HORIZONTAL EXIT

ARE REACHABLE FROM EXIT STAIRWAY HOSE
CONNECTIONS BY A NOZZLE ATTACHED TO 100 FEET OF

HOSE AS MEASURED ALONG THE PATH OF TRAVEL, A

STANDPIPE SHALL NOT BE REQUIRED AT THE
HORIZONTAL EXIT.

F. DOOR OPENING WIDTHS NOTED IN TABLES ARE BASED

ON THE NET CLEAR DOOR OPENING WIDTH FROM FACE
OF DOORS TO DOOR STOP.

G. A TYPICAL DOOR LEAF IS 3'-0", U.O.N., WITH A NET CLEAR OPENING OF 33 1/2", WHICH HAS AN OCCUPANT LOAD
CAPACITY OF 167 OCCUPANTS.

H. THE EMERGENCY WARNING SYSTEM SHALL ACTIVATE A
MEANS OF WARNING FOR THE HEARING IMPAIRED.

EMERGENCY WARNING SYSTEM SHALL BE DESIGNED
AND INSTALLED IN ACCORDANCE WITH NFPA 72 AS
AMENDED IN CHAPTER 35. A STROBE SHALL ACT AS A
MEANS OF WARNING FOR THE HEARING IMPAIRED. THE

SYSTEM SHALL BE ABLE TO EXPAND SO THAT ALL UNITS
CAN BE ADAPTED TO HAVE STROBES WITHIN THEM.

GENERAL NOTES
LEGEND
EXIT

OCCUPANT LOAD
EXIT

CUMULATIVE OCCUPANT LOAD

EXIT DISCHARGE OCCUPANT LOAD

MOST REMOTE LOCATION ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1
MAXIMUM OVERALL DIAGONAL [OD] & 1/3
OF OVERALL DIAGONAL [OD] DIMENSION

OF THE AREA SERVED PER SECTION
1007.1.1. CALCULATION EQUALS MINIMUM

SEPARATION DISTANCE BETWEEN
EXITS [DBE]
[DBE] = SEPARATION DISTANCE BETWEEN EXITS
[DBE] MEASURED PER SECTION 1007.1.1.1

POINT WHERE SEPARATE PATHS OF
EGRESS OCCUR SECTION 1006.2.1
39 39H.E.
39 39
EXIT
OCCUPANT LOAD @ HORIZONTAL EXIT

EXTENT OF TRAVEL DISTANCE ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1

EXTENT OF TRAVEL DISTANCE ALONG

EXIT ACCESS TRAVEL DISTANCE
SECTION 1017.2
1/3 [OD] = XX' MIN [DBE]
[OD] =

PARTIAL HEIGHT WALL

FULL HEIGHT WALL
CONCRETE WALL/COLUMN, S.S.D.

PROPERTY LINE
LEGEND
NOTE: SEE A10.0X FOR SPECIFIC WALL TYPES
INDICATES 8'-2" MINIMUM VERTICAL

CLEARANCE FOR ACCESSIBLE PARKING

INDICATES SOLAR READY AREA
CMU WALL, S.S.D.
1-HR RATED WALL
2-HR RATED WALL

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 314 SF
S-1

UTILITY ROOM
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 370 SF
B

LEASING OFFICE
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 287 SF
B

RESIDENT SERVICES
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 732 SF
S-2

BIKE ROOM
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 330 SF
B

YOUTH ROOM
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
13 1,853 SF
B

SELF HELP / HICAP OFFICES
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 406 SF
B

PREP KITCHEN
200 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 318 SF
S-1

MAINTENANCE
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
NET
118
1,763 SF
A-2

DINING ROOM
15 2
2 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
5 747 SF
B
LOBBY
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 470 SF
S-2

ELECTRICAL ROOM
300 GROSS
3 5 2 3

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 87 SF
S-2

ELEV MECH ROOM
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 114 SF
S-2

JANITOR CLOSET
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 542 SF
S-1

TRASH TERMINATION
300 GROSS

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
42 OCC X 8.4"
42 OCC X 12.6"
STAIR 2
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3

EXIT PASSAGEWAY
42 1
1 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 97 SF
S-2

SECURE STORAGE
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 235 SF
S-2

SELF HELP STORAGE
300 GROSS

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT DOOR CLEAR WIDTH PROVIDED

EGRESS CONVERGENCE

OCCUPANTS

TOTAL OCCUPANT LOAD
166 OCC X 33.2"
166
82 0.2

FLOOR BASEMENT
32" MIN.
33 1/2"
STAIR 1 - FLOOR BASEMENT AND FLOOR 02
FLOOR 02 84
2 1
2 60
60 3
13 CIRCULATION SPACE NOT COUNTED IN

NET OCCUPANT LOAD
2 16
14 COMMON PATH OF EGRESS TRAVEL = 61'-6"
MAX COMMON PATH OF EGRESS TRAVEL = 100'-0"
PER CBC 1006.2.1
1/3 [OD] = 25' - 3"
[OD] = 75' - 6"
[DBE] = 62' - 0"
3' - 2"
2 COMMON PATH OF EGRESS TRAVEL = 57' - 9"
MAX COMMON PATH OF EGRESS TRAVEL = 100'-0"
PER CBC 1006.2.1
175
42 EXIT ACCESS TRAVEL DISTANCE = 158'-0"
MAX EXIT ACCESS TRAVEL DISTANCE =
300'-0" PER CBC TABLE 1017.2
15 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
7 935 SF

B ACCESSORY

CORRIDOR
150 GROSS

LOBBY CUMULATIVE
TOTAL OCCUPANT = LOBBY + LEASING + BREAKROOM +
RESIDENT SERVICES + YOUTH ROOM + JANITOR CLOSET
TOTAL OCCUPANT = 5 + 3 + 2 + 2 + 3 +1 = 16

SOUTH RAILROAD AVENUE
EAST 4TH AVENUE

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 61 SF
S-2

CLASSROOM STORAGE
300 GROSS
1 2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 307 SF
B

BREAKROOM
150 GROSS

CORRIDOR CUMULATIVE
TOTAL OCCUPANT = TRASH + MAINTENANCE + CORRIDOR +
SELF HELP OFFICES + BIKE ROOM
TOTAL OCCUPANT = 2 + 2 + 7 + 14 + 3 = 28
2 OCCUPANCY & EXITING CALCULATIONS - LEVEL 1

DINING ROOM
LOBBY
CUMULATIVE OCCUPANT LOAD 29
MINIMUM NUMBER EXITS PER STORY TABLE 1006.3.3

CUMULATIVE OCCUPANT LOAD

MINIMUM NUMBER EXITS PER STORY

EXITS REQUIRED
TABLE 1006.3.3

EXITS REQUIRED

EXITS PROVIDED

OCCUPANTS PER EXIT

EXITS REQUIRED

EXITS PROVIDED

OCCUPANTS PER EXIT
TOTAL OCCUPANT LOAD - LEVEL 1 x

USE OCCUPANT LOAD

USE OCCUPANT LOAD
1 2
14/15
1 1
16 118
5 16
LEASING OFFICE 3
BREAK ROOM 2
RESIDENT SERVICES 2
YOUTH OFFICE 3
JANITOR CLOSET 1
SELF HELP / HICAP OFFICES 13
MAINTENANCE 2
TRASH TERMINATION 2
SELF HELP STORAGE 1
SECURE STORAGE 1
BIKE ROOM 3
CUMULATIVE OCCUPANT LOAD 120
MINIMUM NUMBER EXITS PER STORY TABLE 1006.3.3

EXITS REQUIRED

EXITS PROVIDED

OCCUPANTS PER EXIT

USE OCCUPANT LOAD
2 2
60/60
CORRIDOR 7
ELEV MECH ROOM 1
CLASSROOM STORAGE 1
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:14
P
M
AR0.31
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
EGRESS DIAGRAM FLOOR 1

BESPOKE
TABLE 1004.5 MAX AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE

OCCUPANT LOAD
FACTOR

ACCESSORY SPACES, STORAGE,

MECHANICAL, ELECTRICAL, ETC
300 GROSS

ASSEMBLY WITHOUT FIXED SEATS,

UNCONCENTRATED
15 NET
BUSINESS AREAS (CONCENTRATED) †† >50 GROSS
BUSINESS AREAS (STANDARD) 150 GROSS
EXERCISE ROOMS 50 GROSS
OUTDOOR ASSEMBLY AREAS † 15 NET
PARKING GARAGE 200 GROSS
RESIDENTIAL 200 GROSS
SECTION 1005.3 REQUIRED CAPACITY BASED ON OL

ROOM, AREA, SPACE OR STORY FACTOR
SECTION 1005.3.2 OTHER EGRESS

COMPONENTS

0.20"
SECTION 1005.3.1 STAIRWAYS 0.30"

SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED ON

THIS SHEET, AND MAY NOT APPEAR IN NUMERICAL
ORDER
1/8" = 1'-0"
FLOOR 1 1
† THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE.
†† WHERE APPROVED BY THE AHJ, ACTUAL OCCUPANT LOAD, BUT NOT LESS THAN 50 OLF.

EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IS NOT REQUIRED AND IS NOT BEING USED.
** COMBINED FIXTURES PROVIDED BETWEEN (3) RESTROOMS WITHIN 1 LEVEL OF TRAVEL OF OCCUPANTS * MINIMUM RATIOS FROM WORST-CASE OCCUPANCY CLASSIFICATION PROVIDED** 3 4 1 3 3 2 1
REQUIRED 2 4 1 2 2 1 1
ASSEMBLY OCCUPANCY SUBTOTAL 141.00
AMENITY TERRACE 30 1484 49.47
COMMUNITY ROOM 30 986 32.87
DINING ROOM 30 1760 58.67
BUSSINESS OCCUPANCY SUBTOTAL 34.15
PREP KITCHEN 50 409 8.18
SELF HELP OFFICES 150 1853 12.35
LOBBY 150 747 4.98
YOUTH ROOM 150 330 2.20
RESIDENT SERVICES 150 287 1.91
BREAK ROOM 150 300 2.00
LEASING OFFICE 150 378 2.52
2 : 51-100 4 : 51-100 1 : 1-100 2 : 76-150 2 : 51-100 1 per 150 1

FUNCTION OF SPACE OLF AREA (SF)

OCCUPANT
COUNT
WATER

CLOSETS
(MALE)
WATER

CLOSETS
(FEMALE) URINALS

LAVATORIES
(MALE)

LAVATORIES
(FEMALE)

DRINKING

FOUNTAINS

SERVICE
SINKS
MINIMUM PLUMBING FACILITIES PER CPC TABLE 422.1*
RESIDENTIAL AREA REDUCTION REVIEW SET - 05/07/2024
1170 of 11211

RAILROAD AVE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
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◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆
◆
◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
UP
DN
UP DN
◆ ◆
◆
A. SEPARATION DISTANCE BETWEEN AT LEAST TWO EXITS
SHALL BE 1/3 OF THE MAXIMUM DIAGONAL DIMENSION OF
THE ROOM, AREA OR SPACE. SEE DIAGRAMS FOR EXIT
SEPARATION DISTANCE DIMENSIONS.

B. MAXIMUM COMMON PATH OF EGRESS TRAVEL (TABLE
1006.2.1)
SPRINKLERED S = 100'
SPRINKLERED B = 100'
SPRINKLERED R-2 = 125'
SPRINKLERED M = 75'
SPRINKLERED A = 75'
C. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)
SPRINKLERED S-1 = 250'
SPRINKLERED S-2 = 400'
SPRINKLERED B = 300'
SPRINKLERED R = 250'
SPRINKLERED M = 250'
SPRINKLERED A = 250'
D. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY WITH AN
OCCUPANCY LOAD OF 50 OR MORE SHALL HAVE SIGNAGE

POSTED IN A CONSPICUOUS PLACE WITH THE

ALLOWABLE OCCUPANT LOAD NEAR THE MAIN EXIT OR
EXIT ACCESS DOORWAY. FINAL POSTED SIGN

LOCATION(S) AND TYPE SHALL BE APPROVED BY THE

FIRE AND BUILDING INSPECTORS PRIOR TO FINAL

BUILDING OCCUPANCY CERTIFICATION PER
SECTION 1004.9.

E. CLASS I STANDPIPE HOSE CONNECTION SHALL BE

PROVIDED ON EACH SIDE OF THE WALL ADJACENT TO

THE EXIT OPENING OF A HORIZONTAL EXIT, EXCEPT

WHERE FLOOR AREAS ADJACENT TO A HORIZONTAL EXIT

ARE REACHABLE FROM EXIT STAIRWAY HOSE
CONNECTIONS BY A NOZZLE ATTACHED TO 100 FEET OF

HOSE AS MEASURED ALONG THE PATH OF TRAVEL, A

STANDPIPE SHALL NOT BE REQUIRED AT THE
HORIZONTAL EXIT.

F. DOOR OPENING WIDTHS NOTED IN TABLES ARE BASED

ON THE NET CLEAR DOOR OPENING WIDTH FROM FACE
OF DOORS TO DOOR STOP.

G. A TYPICAL DOOR LEAF IS 3'-0", U.O.N., WITH A NET CLEAR OPENING OF 33 1/2", WHICH HAS AN OCCUPANT LOAD
CAPACITY OF 167 OCCUPANTS.

H. THE EMERGENCY WARNING SYSTEM SHALL ACTIVATE A
MEANS OF WARNING FOR THE HEARING IMPAIRED.

EMERGENCY WARNING SYSTEM SHALL BE DESIGNED
AND INSTALLED IN ACCORDANCE WITH NFPA 72 AS
AMENDED IN CHAPTER 35. A STROBE SHALL ACT AS A
MEANS OF WARNING FOR THE HEARING IMPAIRED. THE

SYSTEM SHALL BE ABLE TO EXPAND SO THAT ALL UNITS
CAN BE ADAPTED TO HAVE STROBES WITHIN THEM.

GENERAL NOTES
LEGEND
EXIT

OCCUPANT LOAD
EXIT

CUMULATIVE OCCUPANT LOAD

EXIT DISCHARGE OCCUPANT LOAD

MOST REMOTE LOCATION ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1
MAXIMUM OVERALL DIAGONAL [OD] & 1/3
OF OVERALL DIAGONAL [OD] DIMENSION

OF THE AREA SERVED PER SECTION
1007.1.1. CALCULATION EQUALS MINIMUM

SEPARATION DISTANCE BETWEEN
EXITS [DBE]
[DBE] = SEPARATION DISTANCE BETWEEN EXITS
[DBE] MEASURED PER SECTION 1007.1.1.1

POINT WHERE SEPARATE PATHS OF
EGRESS OCCUR SECTION 1006.2.1
39 39H.E.
39 39
EXIT
OCCUPANT LOAD @ HORIZONTAL EXIT

EXTENT OF TRAVEL DISTANCE ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1

EXTENT OF TRAVEL DISTANCE ALONG

EXIT ACCESS TRAVEL DISTANCE
SECTION 1017.2
1/3 [OD] = XX' MIN [DBE]
[OD] =

PARTIAL HEIGHT WALL

FULL HEIGHT WALL
CONCRETE WALL/COLUMN, S.S.D.

PROPERTY LINE
LEGEND
NOTE: SEE A10.0X FOR SPECIFIC WALL TYPES
INDICATES 8'-2" MINIMUM VERTICAL

CLEARANCE FOR ACCESSIBLE PARKING

INDICATES SOLAR READY AREA
CMU WALL, S.S.D.
1-HR RATED WALL
2-HR RATED WALL

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
NET
47 695 SF
A-3

COMMUNITY ROOM
15 2
2 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 472 SF
S-1

LAUNDRY ROOM
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
31 6,097 SF
R-2

RESIDENTIAL EXITING AREA - NORTH
200 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
31 464 SF
A-3
AMENITY TERRACE AREA 3
15 NET

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
42 OCC X 8.4"
42 OCC X 12.6"
STAIR 2
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
42 47
48 25
25 31
41 2

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
81 OCC X 16.2"
81 OCC X 24.3"
STAIR 1
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
81 COMMON PATH OF EGRESS TRAVEL = 60'-10"
MAX COMMON PATH OF EGRESS TRAVEL = 125'-0" PER CBC
1006.2.1
4031

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
11 2,058 SF
R-2

RESIDENTIAL EXITING AREA - SOUTH
200 GROSS
EXIT ACCESS TRAVEL DISTANCE = 102'-2"
MAX EXIT ACCESS TRAVEL DISTANCE = 250'-0" PER CBC
TABLE 1017.2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 15 SF
R-2 ACCESSORY

IDF CLOSET
300 GROSS 1
1 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 44 SF
R-2 ACCESSORY

TRASH ROOM
300 GROSS

FLOOR AREA REQUIRED

ORIGINAL OCCUPANT LOAD
3 SF / OCC

ADJOINING OCCUPANT LOAD
H.E. REFUGE AREA
78 420 SF
62 FLOOR AREA REQUIRED

ORIGINAL OCCUPANT LOAD
3 SF / OCC

ADJOINING OCCUPANT LOAD
H.E. REFUGE AREA
62 420 SF
78 [DBE] = 36' - 0"
420 SF
5' - 0"
5' - 0"
5' - 0"

CIRCULATION SPACE NOT COUNTED IN

NET OCCUPANT LOAD
420 SF

SOUTH RAILROAD AVENUE
EAST 4TH AVENUE

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 306 SF
A-3 ACCESSORY

COMMUNITY KITCHEN
200 GROSS
8' - 6"

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
53 790 SF
A-3
AMENITY TERRACE AREA 2
15 NET

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
11 153 SF
A-3
AMENITY TERRACE AREA 1
15 NET
AMENITY TERRACE AREA 1 CUMULATIVE
TOTAL OCCUPANT = AMENITY TERRACE AREA 1 + AMENITY
TERRACE AREA 2 + AMENITY TERRACE AREA 3
TOTAL OCCUPANT = 11 + 53 + 31 = 95
OCCUPANTS PER EXIT = 47/48

CIRCULATION SPACE NOT COUNTED IN

NET OCCUPANT LOAD

COMMUNITY ROOM CUMULATIVE
TOTAL OCCUPANT = COMMUNITY ROOM + COMMUNITY
KITCHEN + STORAGE
TOTAL OCCUPANT = 47 + 2 + 1 = 50
OCCUPANTS PER EXIT = 25/25
COMMON PATH OF EGRESS TRAVEL = 12' - 6"
MAX COMMON PATH OF EGRESS TRAVEL = 75'-0"
PER CBC 1006.2.1
EXIT ACCESS TRAVEL DISTANCE = 79' - 0"
MAX EXIT ACCESS TRAVEL DISTANCE = 250'-0"
PER CBC TABLE 1017.2
[DBE] = 90' - 0"
1/3 [OD] = 34' - 4"
[OD] = 103' - 0"
OCCUPANCY & EXITING CALCULATIONS - LEVEL 2
RESIDENTIAL EXITING AREA - NORTH 31

USE OCCUPANT LOAD
CUMULATIVE OCCUPANT LOAD 81

MINIMUM NUMBER EXITS PER STORY

EXITS REQUIRED

EXITS PROVIDED
TABLE 1006.3.3
2 2
OCCUPANTS PER EXIT 40/41
TOTAL OCCUPANT LOAD - LEVEL 2 196
LAUNDRY ROOM 2
IDF CLOSET 1

RESIDENTIAL EXITING AREA - SOUTH

CUMULATIVE OCCUPANT LOAD
MINIMUM NUMBER EXITS PER STORY TABLE 1006.3.3

EXITS REQUIRED

EXITS PROVIDED

USE OCCUPANT LOAD
11 62
2 2
TRASH ROOM 1
COMMUNITY ROOM CUMULATIVE 50
OCCUPANTS PER EXIT 31/31
ONE HALF OF AMENITY TERRACE 47
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:19 P
M
AR0.32
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
EGRESS DIAGRAM FLOOR 2

BESPOKE

SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED

ON THIS SHEET, AND MAY NOT APPEAR IN

NUMERICAL ORDER
1/8" = 1'-0"
FLOOR 2 1
TABLE 1004.5 MAX AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE

OCCUPANT LOAD
FACTOR

ACCESSORY SPACES, STORAGE,

MECHANICAL, ELECTRICAL, ETC
300 GROSS

ASSEMBLY WITHOUT FIXED SEATS,

UNCONCENTRATED
15 NET
BUSINESS AREAS (CONCENTRATED) †† >50 GROSS
BUSINESS AREAS (STANDARD) 150 GROSS
EXERCISE ROOMS 50 GROSS
OUTDOOR ASSEMBLY AREAS † 15 NET
PARKING GARAGE 200 GROSS
RESIDENTIAL 200 GROSS
SECTION 1005.3 REQUIRED CAPACITY BASED ON OL

ROOM, AREA, SPACE OR STORY FACTOR
SECTION 1005.3.2 OTHER EGRESS

COMPONENTS

0.20"
SECTION 1005.3.1 STAIRWAYS 0.30"
† THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE.
†† WHERE APPROVED BY THE AHJ, ACTUAL OCCUPANT LOAD, BUT NOT LESS THAN 50 OLF.

EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IS NOT REQUIRED AND IS NOT BEING USED.
1171 of 11211
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UP DN
UP DN
◆ ◆ ◆ ◆
A. SEPARATION DISTANCE BETWEEN AT LEAST TWO EXITS
SHALL BE 1/3 OF THE MAXIMUM DIAGONAL DIMENSION OF
THE ROOM, AREA OR SPACE. SEE DIAGRAMS FOR EXIT
SEPARATION DISTANCE DIMENSIONS.

B. MAXIMUM COMMON PATH OF EGRESS TRAVEL (TABLE
1006.2.1)
SPRINKLERED S = 100'
SPRINKLERED B = 100'
SPRINKLERED R-2 = 125'
SPRINKLERED M = 75'
SPRINKLERED A = 75'
C. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)
SPRINKLERED S-1 = 250'
SPRINKLERED S-2 = 400'
SPRINKLERED B = 300'
SPRINKLERED R = 250'
SPRINKLERED M = 250'
SPRINKLERED A = 250'
D. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY WITH AN
OCCUPANCY LOAD OF 50 OR MORE SHALL HAVE SIGNAGE

POSTED IN A CONSPICUOUS PLACE WITH THE

ALLOWABLE OCCUPANT LOAD NEAR THE MAIN EXIT OR
EXIT ACCESS DOORWAY. FINAL POSTED SIGN

LOCATION(S) AND TYPE SHALL BE APPROVED BY THE

FIRE AND BUILDING INSPECTORS PRIOR TO FINAL

BUILDING OCCUPANCY CERTIFICATION PER
SECTION 1004.9.

E. CLASS I STANDPIPE HOSE CONNECTION SHALL BE

PROVIDED ON EACH SIDE OF THE WALL ADJACENT TO

THE EXIT OPENING OF A HORIZONTAL EXIT, EXCEPT

WHERE FLOOR AREAS ADJACENT TO A HORIZONTAL EXIT

ARE REACHABLE FROM EXIT STAIRWAY HOSE
CONNECTIONS BY A NOZZLE ATTACHED TO 100 FEET OF

HOSE AS MEASURED ALONG THE PATH OF TRAVEL, A

STANDPIPE SHALL NOT BE REQUIRED AT THE
HORIZONTAL EXIT.

F. DOOR OPENING WIDTHS NOTED IN TABLES ARE BASED

ON THE NET CLEAR DOOR OPENING WIDTH FROM FACE
OF DOORS TO DOOR STOP.

G. A TYPICAL DOOR LEAF IS 3'-0", U.O.N., WITH A NET CLEAR OPENING OF 33 1/2", WHICH HAS AN OCCUPANT LOAD
CAPACITY OF 167 OCCUPANTS.

H. THE EMERGENCY WARNING SYSTEM SHALL ACTIVATE A
MEANS OF WARNING FOR THE HEARING IMPAIRED.

EMERGENCY WARNING SYSTEM SHALL BE DESIGNED
AND INSTALLED IN ACCORDANCE WITH NFPA 72 AS
AMENDED IN CHAPTER 35. A STROBE SHALL ACT AS A
MEANS OF WARNING FOR THE HEARING IMPAIRED. THE

SYSTEM SHALL BE ABLE TO EXPAND SO THAT ALL UNITS
CAN BE ADAPTED TO HAVE STROBES WITHIN THEM.

GENERAL NOTES
LEGEND
EXIT

OCCUPANT LOAD
EXIT

CUMULATIVE OCCUPANT LOAD

EXIT DISCHARGE OCCUPANT LOAD

MOST REMOTE LOCATION ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1
MAXIMUM OVERALL DIAGONAL [OD] & 1/3
OF OVERALL DIAGONAL [OD] DIMENSION

OF THE AREA SERVED PER SECTION
1007.1.1. CALCULATION EQUALS MINIMUM

SEPARATION DISTANCE BETWEEN
EXITS [DBE]
[DBE] = SEPARATION DISTANCE BETWEEN EXITS
[DBE] MEASURED PER SECTION 1007.1.1.1

POINT WHERE SEPARATE PATHS OF
EGRESS OCCUR SECTION 1006.2.1
39 39H.E.
39 39
EXIT
OCCUPANT LOAD @ HORIZONTAL EXIT

EXTENT OF TRAVEL DISTANCE ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1

EXTENT OF TRAVEL DISTANCE ALONG

EXIT ACCESS TRAVEL DISTANCE
SECTION 1017.2
1/3 [OD] = XX' MIN [DBE]
[OD] =

PARTIAL HEIGHT WALL

FULL HEIGHT WALL
CONCRETE WALL/COLUMN, S.S.D.

PROPERTY LINE
LEGEND
NOTE: SEE A10.0X FOR SPECIFIC WALL TYPES
INDICATES 8'-2" MINIMUM VERTICAL

CLEARANCE FOR ACCESSIBLE PARKING

INDICATES SOLAR READY AREA
CMU WALL, S.S.D.
1-HR RATED WALL
2-HR RATED WALL

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
33 6,569 SF
R-2

RESIDENTIAL EXITING AREA - NORTH
200

PRIMARY USE
GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
20 3,890 SF
R-2

RESIDENTIAL EXITING AREA - SOUTH
200

PRIMARY USE
GROSS

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
17 OCC X 3.4"
17 OCC X 5.1"
STAIR 2
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
17 OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
11 OCC X 2.2"
11 OCC X 3.3"
STAIR 1
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
11 17
11 10
COMMON PATH OF EGRESS TRAVEL = 60'-10"
MAX COMMON PATH OF EGRESS TRAVEL = 125'-0"
PER CBC 1006.2.1
EXIT ACCESS TRAVEL DISTANCE = 63' - 5"
MAX EXIT ACCESS TRAVEL DISTANCE = 250'-0" PER CBC
1017.2
1/3 [OD] =
40' - 10"
[OD] =
122' - 6"
[DBE]
=
66' - 0"
1/3 [OD] = 37' - 4"
[OD] = 94' - 0"
[DBE] = 61' - 0"
17 EXIT ACCESS TRAVEL DISTANCE = 94'-4"
MAX EXIT ACCESS TRAVEL DISTANCE = 250'-0" PER
CBC TABLE 1017.2

FLOOR AREA REQUIRED

ORIGINAL OCCUPANT LOAD
3 SF / OCC

ADJOINING OCCUPANT LOAD
H.E. REFUGE AREA
21 165 SF
34 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 44 SF
R-2 ACCESSORY

TRASH ROOM
300

ACCESSORY USE
GROSS
1 1

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 15 SF
R-2 ACCESSORY

IDF CLOSET
300

ACCESSORY USE
GROSS
COMMON PATH OF EGRESS TRAVEL = 52' - 0"
MAX COMMON PATH OF EGRESS TRAVEL = 125'-0" PER CBC
1006.2.1

FLOOR AREA REQUIRED

ORIGINAL OCCUPANT LOAD
3 SF / OCC

ADJOINING OCCUPANT LOAD
H.E. REFUGE AREA
34 165 SF
21 SOUTH RAILROAD AVENUE
EAST 4TH AVENUE
171 SF 165 SF
OCCUPANCY & EXITING CALCULATIONS - LEVEL 3-7
RESIDENTIAL EXITING AREA - NORTH 33

USE OCCUPANT LOAD
CUMULATIVE OCCUPANT LOAD 34

MINIMUM NUMBER EXITS PER STORY

EXITS REQUIRED

EXITS PROVIDED
TABLE 1006.3.1
1 2
OCCUPANTS PER EXIT 17/17

RESIDENTIAL EXITING AREA - SOUTH

CUMULATIVE OCCUPANT LOAD
MINIMUM NUMBER EXITS PER STORY TABLE 1006.3.1

EXITS REQUIRED

EXITS PROVIDED

OCCUPANTS PER EXIT
TOTAL OCCUPANT LOAD - LEVEL 3-7 55

USE OCCUPANT LOAD
20 21
1 2
11/10
IDF CLOSET 1
TRASH ROOM 1
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:22 P
M
AR0.33
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
EGRESS DIAGRAM FLOOR 3-7

BESPOKE

SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED

ON THIS SHEET, AND MAY NOT APPEAR IN

NUMERICAL ORDER
1/8" = 1'-0"
FLOOR 3-7 1
TABLE 1004.5 MAX AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE

OCCUPANT LOAD
FACTOR

ACCESSORY SPACES, STORAGE,

MECHANICAL, ELECTRICAL, ETC
300 GROSS

ASSEMBLY WITHOUT FIXED SEATS,

UNCONCENTRATED
15 NET
BUSINESS AREAS (CONCENTRATED) †† >50 GROSS
BUSINESS AREAS (STANDARD) 150 GROSS
EXERCISE ROOMS 50 GROSS
OUTDOOR ASSEMBLY AREAS † 15 NET
PARKING GARAGE 200 GROSS
RESIDENTIAL 200 GROSS
SECTION 1005.3 REQUIRED CAPACITY BASED ON OL

ROOM, AREA, SPACE OR STORY FACTOR
SECTION 1005.3.2 OTHER EGRESS

COMPONENTS

0.20"
SECTION 1005.3.1 STAIRWAYS 0.30"
† THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE.
†† WHERE APPROVED BY THE AHJ, ACTUAL OCCUPANT LOAD, BUT NOT LESS THAN 50 OLF.

EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IS NOT REQUIRED AND IS NOT BEING USED.
1172 of 11211
DN
A. SEPARATION DISTANCE BETWEEN AT LEAST TWO EXITS
SHALL BE 1/3 OF THE MAXIMUM DIAGONAL DIMENSION OF
THE ROOM, AREA OR SPACE. SEE DIAGRAMS FOR EXIT
SEPARATION DISTANCE DIMENSIONS.

B. MAXIMUM COMMON PATH OF EGRESS TRAVEL (TABLE
1006.2.1)
SPRINKLERED S = 100'
SPRINKLERED B = 100'
SPRINKLERED R-2 = 125'
SPRINKLERED M = 75'
SPRINKLERED A = 75'
C. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)
SPRINKLERED S-1 = 250'
SPRINKLERED S-2 = 400'
SPRINKLERED B = 300'
SPRINKLERED R = 250'
SPRINKLERED M = 250'
SPRINKLERED A = 250'
D. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY WITH AN
OCCUPANCY LOAD OF 50 OR MORE SHALL HAVE SIGNAGE

POSTED IN A CONSPICUOUS PLACE WITH THE

ALLOWABLE OCCUPANT LOAD NEAR THE MAIN EXIT OR
EXIT ACCESS DOORWAY. FINAL POSTED SIGN

LOCATION(S) AND TYPE SHALL BE APPROVED BY THE

FIRE AND BUILDING INSPECTORS PRIOR TO FINAL

BUILDING OCCUPANCY CERTIFICATION PER
SECTION 1004.9.

E. CLASS I STANDPIPE HOSE CONNECTION SHALL BE

PROVIDED ON EACH SIDE OF THE WALL ADJACENT TO

THE EXIT OPENING OF A HORIZONTAL EXIT, EXCEPT

WHERE FLOOR AREAS ADJACENT TO A HORIZONTAL EXIT

ARE REACHABLE FROM EXIT STAIRWAY HOSE
CONNECTIONS BY A NOZZLE ATTACHED TO 100 FEET OF

HOSE AS MEASURED ALONG THE PATH OF TRAVEL, A

STANDPIPE SHALL NOT BE REQUIRED AT THE
HORIZONTAL EXIT.

F. DOOR OPENING WIDTHS NOTED IN TABLES ARE BASED

ON THE NET CLEAR DOOR OPENING WIDTH FROM FACE
OF DOORS TO DOOR STOP.

G. A TYPICAL DOOR LEAF IS 3'-0", U.O.N., WITH A NET CLEAR OPENING OF 33 1/2", WHICH HAS AN OCCUPANT LOAD
CAPACITY OF 167 OCCUPANTS.

H. THE EMERGENCY WARNING SYSTEM SHALL ACTIVATE A
MEANS OF WARNING FOR THE HEARING IMPAIRED.

EMERGENCY WARNING SYSTEM SHALL BE DESIGNED
AND INSTALLED IN ACCORDANCE WITH NFPA 72 AS
AMENDED IN CHAPTER 35. A STROBE SHALL ACT AS A
MEANS OF WARNING FOR THE HEARING IMPAIRED. THE

SYSTEM SHALL BE ABLE TO EXPAND SO THAT ALL UNITS
CAN BE ADAPTED TO HAVE STROBES WITHIN THEM.

GENERAL NOTES
LEGEND
EXIT

OCCUPANT LOAD
EXIT

CUMULATIVE OCCUPANT LOAD

EXIT DISCHARGE OCCUPANT LOAD

MOST REMOTE LOCATION ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1
MAXIMUM OVERALL DIAGONAL [OD] & 1/3
OF OVERALL DIAGONAL [OD] DIMENSION

OF THE AREA SERVED PER SECTION
1007.1.1. CALCULATION EQUALS MINIMUM

SEPARATION DISTANCE BETWEEN
EXITS [DBE]
[DBE] = SEPARATION DISTANCE BETWEEN EXITS
[DBE] MEASURED PER SECTION 1007.1.1.1

POINT WHERE SEPARATE PATHS OF
EGRESS OCCUR SECTION 1006.2.1
39 39H.E.
39 39
EXIT
OCCUPANT LOAD @ HORIZONTAL EXIT

EXTENT OF TRAVEL DISTANCE ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1

EXTENT OF TRAVEL DISTANCE ALONG

EXIT ACCESS TRAVEL DISTANCE
SECTION 1017.2
1/3 [OD] = XX' MIN [DBE]
[OD] =

PARTIAL HEIGHT WALL

FULL HEIGHT WALL
CONCRETE WALL/COLUMN, S.S.D.

PROPERTY LINE
LEGEND
NOTE: SEE A10.0X FOR SPECIFIC WALL TYPES
INDICATES 8'-2" MINIMUM VERTICAL

CLEARANCE FOR ACCESSIBLE PARKING

INDICATES SOLAR READY AREA
CMU WALL, S.S.D.
1-HR RATED WALL
2-HR RATED WALL

SOUTH RAILROAD AVENUE
EAST 4TH AVENUE

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
0 OCC X 0"
0 OCC X 0"
STAIR 1
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
0 ROOF IS UNOCCUPIED
TOTAL ROOF AREA: 11,468 SF
SOLAR READY AREA MIN 15%
SOLAR READY AREA: 1720 SF

WATER HEATER
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:24 PM
AR0.34
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

EGRESS DIAGRAM ROOF

BESPOKE

SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED

ON THIS SHEET, AND MAY NOT APPEAR IN

NUMERICAL ORDER
1/8" = 1'-0"
ROOF
1 1173 of 11211
36 Bikes
12 Bikes 16 Bikes
24 Bikes

GENERAL NOTES
A. U.O.N., TYPICAL EXTERIOR WALLS TO BE TYPE B1
(REFER TO EXTERIOR ELEVATIONS FOR
LOCATIONS).

B. TYPICAL CONC. BASEMENT WALLS TO BE TYPE A1,
U.O.N.

C. TYPICAL CMU BASEMENT WALLS TO BE TYPE A10,
U.O.N.

D. TYPICAL INT. 1-HR CORRIDOR WALLS TO BE TYPE
C1, U.O.N.

E. TYPICAL INTERIOR 1-HR CORRIDOR WALLS AT
BATHROOM PLUMBING TO BE TYPE C2, U.O.N.

F. TYPICAL 1-HR UNIT SEPARATION WALLS TO BE TYPE
D2 U.O.N. (S.S.D. FOR STUD AND SHEAR
CONFIGURATION.)
G. TYPICAL INTERIOR UNIT WALLS TO BE TYPE E2.1
H. TYPICAL INTERIOR UNIT PLUMBING WALLS TO BE
TYPE E3.1
I. TYPICAL 1-HR UNIT SEPARATION WALLS AT
PLUMBING WALLS TO BE TYPE D1 U.O.N. (S.S.D.

FOR STUD AND SHEAR CONFIGURATION.)
J. TYPICAL 2-HR INTERIOR SHAFT WALL TO BE TYPE
S1, U.O.N
K. TYPICAL 2-HR INTERIOR SHAFT WALL BETWEEN
UNITS, STAIRS, & HOISTWAY TO BE TYPE S4, U.O.N.

WALL TYPE NOTES
ALLOWABLE AREA NOTES:

FROM THE 2022 CALIFORNIA BUILDING CODE

BUILDING AREA
506.1 GENERAL. THE FLOOR AREA OF A BUILDING SHALL BE DETERMINED

BASED ON THE TYPE OF CONSTRUCTION, OCCUPANCY CLASSIFICATION,

WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED

THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON PUBLIC WAY OR OPEN SPACE.
506.1.1 UNLIMITED AREA BUILDINGS [NOT USED]
506.1.2 SPECIAL PROVISIONS [NOT USED]
506.1.3 BASEMENTS. BASEMENTS NEED NOT BE INCLUDED IN THE

TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE TOTAL

AREA OF SUCH BASEMENTS DOES NOT EXCEED THE AREA PERMITTED FOR A ONE-STORY ABOVE GRADE PLANE BUILDING.
506.2 ALLOWABLE AREA DETERMINATION. THE ALLOWABLE AREA OF A

BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 506.2.1 THROUGH 506.2.4 AND SECTION 506.3. 506.2.1 SINGLE-OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.2. MIXED OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.3 SINGLE-OCCUPANCY MULTISTORY BUILDINGS. THE

ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE

THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2:

Aa = [At + (NS x If )] x Sa (EQUATION 5-2)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET)
At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE
BUILDING IS SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.

Sa = FOR OTHER THAN GROUP A, E, H, I, L, AND R OCCUPANCIES,

HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION

1.11 REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL,

ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE, NOT TO EXCEED THREE. FOR GROUP A, E, H, I, L, AND R OCCUPANCIES, HIGHRISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11

REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL, ACTUAL

NUMBER OF BUILDING STORIES ABOVE GRADE PLAN, NOT TO EXCEED TWO.

NO INDIVIDUAL STORY SHALL EXCEED THE ALLOWABLE AREA (Aa) AS DETERMINED BY EQUATION 5-2 USING THE VALUE OF Sa = 1.
506.2.4 MIXED-OCCUPANCY, MULTISTORY BUILDINGS. EACH

STORY OF A MIXED-OCCUPANCY BUILDING WITH MORE THAN ONE

STORY ABOVE GRADE PLANE SHALL INDIVIDUALLY COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 508.1. FOR BUILDINGS WITH

MORE THAN THREE STORIES ABOVE GRADE PLANE, THE TOTAL

BUILDING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE

RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE

ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 508.1, SHALL NOT EXCEED THREE, PROVIDED THE

AGGREGATE SUM OF THE RATIOS FOR PORTIONS OF MIXED -

OCCUPANCY, MULTISTORY BUILDINGS CONTAINING A, E, H, I, L AND R

OCCUPANCIES,HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11 REGULATED BY THE OFFICE OF THE STATE FIRE

MARSHAL, INCLUDING ANY OTHER ASSOCIATED NON-SEPARATED
OCCUPANCIES, SHALL NOT EXCEED TWO.

Aa = [At + (NS × If)] (EQUATION 5-3)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET).

At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE BUILDING IS
SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.
506.3 FRONTAGE INCREASE. EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS

TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.3.
506.3.1 MINIMUM PERCENTAGE OF PERIMETER. TO QUALIFY

FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE, A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE EITHER ON

THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE
ACCESSED FROM A STREET OR APPROVED FIRE LANE.
506.3.2 MINIMUM FRONTAGE DISTANCE. TO QUALIFY FOR AN

AREA FACTOR INCREASE BASED ON FRONTAGE, THE PUBLIC WAY OR

OPEN SPACE ADJACENT TO THE BUILDING PERIMETER SHALL HAVE A MINIMUM DISTANCE (W) OF 20 FEET (6096 MM) MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE FOLLOWING:

1. THE CLOSEST INTERIOR LOT LINE.

2. THE ENTIRE WIDTH OF A STREET, ALLEY OR PUBLIC WAY.

3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY.

WHERE THE VALUE OF W IS GREATER THAN 30 FEET (9144MM), A VALUE OF 30 FEET (9144 MM) SHALL BE USED IN CALCULATING THE BUILDING

AREA INCREASE BASED ON FRONTAGE, REGARDLESS OF THE ACTUAL WIDTH OF THE PUBLIC WAY OR OPEN SPACE. WHERE THE VALUE OF W

VARIES ALONG THE PERIMETER OF THE BUILDING, THE CALCULATION PERFORMED IN ACCORDANCE WITH EQUATION 5-5 SHALL BE BASED ON

THE WEIGHTED AVERAGE CALCULATED IN ACCORDANCE WITH
EQUATION 5-4.

W = (L1 x W1 + L2 x W2 + L3 x W3…) / F (EQUATION 5-4)
WHERE:

W (WIDTH: WEIGHTED AVERAGE) = CALCULATED WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET).

L = LENGTH OF A PORTION OF THE EXTERIOR PERIMETER
WALL.

WN = WIDTH (> 20 FEET) OF A PUBLIC WAY OR OPEN SPACE

ASSOCIATED WITH THAT PORTION OF THE EXTERIOR
PERIMETER WALL.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING A WIDTH OF 20 FEET (6096
MM) OR MORE.
506.3.3. AMOUNT OF INCREASE. THE AREA FACTOR INCREASE BASED

ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH
EQUATION 5-5:

If = [F/P - 0.25] (W/30) (EQUATION 5-5)
WHERE:

If = AREA FACTOR INCREASE DUE TO FRONTAGE.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING MINIMUM DISTANCE OF 20
FEET (6096 MM)
P = PERIMETER OF ENTIRE BUILDING (FEET)
W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.3.2.
504.3 HEIGHT IN FEET. THE MAXIMUM HEIGHT, IN FEET, OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.3.
504.4 NUMBER OF STORIES. THE MAXIMUM NUMBER OF STORIES OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.4.

SPECIAL PROVISIONS
510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE. A BUILDING SHALL BE

CONSIDERED AS SEPARATE AND DISTINCT BUILDINGS FOR THE PURPOSE OF

DETERMINING AREA LIMITATIONS, CONTINUITY OF FIRE WALLS, LIMITATION OF

NUMBERS OF STORIES AND TYPE OF CONSTRUCTION WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET:

1. THE BUILDINGS ARE SEPARATED WITH A HORIZONTAL ASSEMBLY HAVING A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS. WHERE VERTICAL

OFFSETS ARE PROVIDED AS PART OF A HORIZONTAL ASSEMBLY, THE VERTICAL

OFFSET AND THE STRUCTURE SUPPORTING THE VERTICAL OFFSET SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS.

2. THE BUILDING BELOW, INCLUDING THE HORIZONTAL ASSEMBLY, IS OF TYPE IA CONSTRUCTION.

3. SHAFT, STAIRWAY, RAMP AND ESCALATOR ENCLOSURES THROUGH THE HORIZONTAL ASSEMBLIES SHALL HAVE NOT LESS THAN A 2-HOUR FIRERESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716.

EXCEPTION: WHERE THE ENCLOSURE WALLS BELOW THE HORIZONTAL ASSEMBLY HAVE NOT LESS THAN A 3-HOUR FIRE RESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716, THE

ENCLOSURE WALLS EXTENDING ABOVE THE HORIZONTAL ASSEMBLY SHALL BE PERMITTED TO HAVE A 1-HOUR FIRE-RESISTANCE RATING, PROVIDED:

A. THE BUILDING ABOVE THE HORIZONTAL ASSEMBLY IS NOT
REQUIRED TO BE OF TYPE I CONSTRUCTION;
B. THE ENCLOSURE CONNECTS FEWER THAN FOUR STORIES; AND
C. THE ENCLOSURE OPENING PROTECTIVES ABOVE THE

HORIZONTAL ASSEMBLY HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 1 HOUR.

4. THE BUILDING OR BUILDINGS ABOVE THE HORIZONTAL ASSEMBLY SHALL BE

PERMITTED TO HAVE MULTIPLE GROUP A OCCUPANCY USES, EACH WITH AN OCCUPANT LOAD OF LESS THAN 300, OR GROUP B, M, R OR S OCCUPANCIES.

5. THE BUILDING BELOW THE HORIZONTAL ASSEMBLY SHALL BE PROTECTED

THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND SHALL BE PERMITTED TO BE ANY OCCUPANCY ALLOWED BY THIS CODE EXCEPT GROUP H.

6. THE MAXIMUM BUILDING HEIGHT IN FEET SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 504.3 FOR THE BUILDING HAVING THE SMALLER ALLOWABLE HEIGHT AS MEASURED FROM THE GRADE PLANE.

GENERAL NOTES (CONT.)

FIRE WALLS
706.5 HORIZONTAL CONTINUITY. FIRE WALLS SHALL BE CONTINUOUS

FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND AT LEAST 18" BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.

EXCEPTIONS

1. [NOT USED]

2. [NOT USED]

3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR

SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING WHERE THE

BUILDING ON EACH SIDE OF THE FIRE WALL IS PROTECTED BY AN

AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
706.5.1 EXTERIOR WALLS. WHERE THE FIRE WALL INTERSECTS

EXTERIOR WALLS, THE FIRE-RESISTANCE RATING AND OPENING

PROTECTION OF THE EXTERIOR WALLS SHALL COMPLY WITH ONE OF THE FOLLOWING:

1. [NOT USED]

2. BUILDINGS OR SPACES ON BOTH SIDES OF THE INTERSECTING

FIRE WALL SHALL ASSUME TO HAVE AN IMAGINARY LOT LINE AT

THE FIRE WALL AND EXTENDING BEYOND THE EXTERIOR OF THE
FIRE WALL. THE LOCATION OF THE ASSUMED LINE IN RELATION

TO THE EXTERIOR WALLS AND THE FIRE WALL SHALL BE SUCH

THAT THE EXTERIOR WALL AND OPENING PROTECTION MEET
THE REQUIREMENTS SET FORTH IN SECTIONS 705.5 AND 705.8.

SUCH PROTECTION IS NOT REQUIRED FOR EXTERIOR WALLS

TERMINATING AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO
OR GREATER THAN 180 DEGREES.
706.5.2 HORIZONTAL PROJECTING ELEMENTS. FIRE WALLS SHALL

EXTEND TO THE OUTER EDGE OF HORIZONTAL PROJECTING ELEMENTS

SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, MARQUEES AND SIMILAR PROJECTIONS THAT ARE WITHIN 4 FEET OF THE FIRE WALL.

EXCEPTIONS:

1. HORIZONTAL PROJECTING ELEMENTS WITHOUT CONCEALED

SPACES, PROVIDED THAT THE EXTERIOR WALL

BEHIND AND BELOW THE PROJECTING ELEMENT HAS NOT
LESS THAN 1-HOUR FIRE-RESISTANCE-RATE CONSTRUCTION

FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE
PROJECTING ELEMENT ON BOTH SIDES OF THE FIRE WALL.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

2. NONCOMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS
WITH CONCEALED SPACES, PROVIDED THAT A MINIMUM 1-HOUR

FIRE-RESISTANCE-RATED WALL EXTENDS THROUGH THE
CONCEALED SPACE. THE PROJECTING ELEMENT SHALL BE
SEPARATED FROM THE BUILDING BY NOT LESS THAN 1-HOUR

FIRE-RESISTANCE-RATED CONSTRUCTION FOR A DISTANCE ON

EACH SIDE OF THE FIRE WALL EQUAL TO THE DEPTH OF THE
PROJECTING ELEMENT. THE WALL IS NOT REQUIRED TO EXTEND

UNDER THE PROJECTING ELEMENT WHERE THE BUILDING
EXTERIOR WALL IS NOT LESS THAN 1-HOUR FIRE-RESISTANCE

RATED FOR A DISTANCE ON EACH SIDE OF THE FIRE WALL
EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

3. FOR COMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS

WITH CONCEALED SPACES, THE FIRE WALL NEED ONLY

EXTEND THROUGH THE CONCEALED SPACE TO THE OUTER
EDGES OF THE PROJECTING ELEMENTS. THE EXTERIOR

WALL BEHIND AND BELOW THE PROJECTING ELEMENT
SHALL BE OF NOT LESS THAN 1-HOUR FIRE-RESISTANCE RATED

CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH

OF THE PROJECTING ELEMENTS ON BOTH SIDES OF THE FIRE
WALL. OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
706.6 VERTICAL CONTINUITY. FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT AT LEAST 30" ABOVE BOTH ADJACENT ROOFS.

EXCEPTIONS:

1. STEPPED BUILDINGS IN ACCORDANCE WITH SECTION 706.6.1.

2. TWO-HOUR FIRE-RESISTANCE-RATED WALLS SHALL BE

PERMITTED TO TERMINATE AT THE UNDERSIDE OF THE ROOF
SHEATHING, DECK OR SLAB, PROVIDED THAT:

2.1. THE LOWER ROOF ASSEMBLY WITHIN 4 FEET OF THE
WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF

SUPPORTING ELEMENTS FOR THE RATED ROOF

ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT
LESS THAN 1 HOUR.

2.2. OPENINGS IN THE ROOF SHALL NOT BE LOCATED
WITHIN 4 FEET OF THE FIRE WALL.

2.3. EACH BUILDING SHALL BE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING.

3. WALLS SHALL BE PERMITTED TO TERMINATE AT THE

UNDERSIDE OF NONCOMBUSTIBLE ROOF SHEATHING, DECK OR

SLABS WHERE BOTH BUILDINGS ARE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF
SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.

4. IN BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, WALLS

SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF

COMBUSTIBLE ROOF SHEATHING OR DECKS, PROVIDED THAT
ALL OF THE FOLLOWING REQUIREMENTS ARE MET.

4.1 ROOF OPENINGS ARE NOT LESS THAN 4 FEET FROM

THE FIRE WALL,

4.2 THE ROOF IS COVERED WITH A MINIMUM CLASS B
ROOF COVERING.

4.3 THE ROOF SHEATHING OR DECK IS CONSTRUCTED

OF FIRE-RETARDANT-TREATED WOOD FOR A DISTANCE
OF 4 FEET ON BOTH SIDES OF THE WALL OR THE ROOF IS
PROTECTED WITH 5/8" TYPE X GYPSUM BOARD DIRECTLY

BENEATH THE UNDERSIDE OF THE ROOF SHEATHING OR
DECK, SUPPORTED BY NOT LESS THAN 2-INCH NOMINAL

LEDGERS ATTACHED TO THE SIDES OF THE ROOF

FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN
4 FEET ON BOTH SIDES OF THE FIRE WALL.

5. IN BUILDINGS DESIGNED IN ACCORDANCE WITH SECTION 510.2, FIRE WALLS LOCATED ABOVE THE 3-HOUR HORIZONTAL
ASSEMBLY REQUIRED BY SECTION 510.2, ITEM 1 SHALL BE

PERMITTED TO EXTEND FROM THE TOP OF THIS HORIZONTAL
ASSEMBLY.

6. BUILDINGS WITH SLOPED ROOFS IN ACCORDANCE WITH
SECTION 706.6.2.
706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL SERVES AS AN

EXTERIOR WALL FOR A BUILDING AND SEPARATES BUILDINGS HAVING

DIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES (762 MM) ABOVE THE LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET (4572 MM) ABOVE THE LOWER ROOF IS NOT LESS THAN 1-HOUR FIRE-RESISTANCERATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGS PROTECTED

BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

EXCEPTION: WHERE THE FIRE WALL TERMINATES AT THE

UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE
LOWER ROOF, PROVIDED THAT:

1. THE LOWER ROOF ASSEMBLY WITHIN 10 FEET (3048MM) OF
THE WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING
ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR.

2. OPENINGS IN THE LOWER ROOF SHALL NOT BE LOCATED
WITHIN 10 FEET (3048 MM) OF THE FIRE WALL.
706.8 OPENINGS. EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET (15 m2
). THE AGGREGATE WIDTH OF
OPENINGS AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL.

EXCEPTIONS:

1. OPENINGS ARE NOT PERMITTED IN PARTY WALLS
CONSTRUCTED IN ACCORDANCE WITH SECTION 706.1.1.

2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE
FEET (15 m2) WHERE BOTH BUILDINGS ARE EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.
706.9 PENETRATIONS. PENETRATIONS OF FIRE WALLS SHALL COMPLY WITH SECTION 714.
706.10 JOINTS. JOINTS MADE IN OR BETWEEN FIRE WALLS SHALL COMPLY WITH SECTION 715.
706.11 DUCTS AND AIR TRANSFER OPENINGS. DUCTS AND AIR
TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS.

EXCEPTION: PENETRATIONS BY DUCTS AND AIR TRANSFER

OPENINGS OF FIRE WALLS THAT ARE NOT ON A LOT LINE SHALL

BE ALLOWED PROVIDED THE PENETRATIONS COMPLY WITH
SECTION 717. THE SIZE AND AGGREGATE WIDTH OF ALL

OPENINGS SHALL NOT EXCEED THE LIMITATIONS OF SECTION
706.8.

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL --

NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP --NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP --

SOUTH RAILROAD AVENUE
EAST 4TH AVENUE
145' - 0"
108' - 6"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROVIDED 15,276 SF

UNLIMITED
3 BR TYPE I-A

SEPARATION

DISTANCE
LEGEND FIRE SEPARATION DISTANCE (TABLE 705.8)

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE

SEPARATION DISTANCE WITH UNPROTECTED OPENINGS IN

BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1
0'-0" < 3'-0"

ALLOWABLE
AREA

NP -- NP -- NOT PERMITTED
15% -- 15% -- 15% 3'-0" < 5'-0"
25% -- 25% -- 25% 5'-0" < 10'-0"
45% -- 45% -- 45% 10'-0" < 15'-0"
75% -- 75% -- 75% 15'-0" < 20'-0"
NL -- NL -- NO LIMIT > 20'-0"
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:25 P
M
AR0.41
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

ALLOWABLE AREA /

OPENINGS CALCULATIONS

BESPOKE
1/8" = 1'-0"
FLOOR 1 1
1174 of 11211

GENERAL NOTES
A. U.O.N., TYPICAL EXTERIOR WALLS TO BE TYPE B1
(REFER TO EXTERIOR ELEVATIONS FOR
LOCATIONS).

B. TYPICAL CONC. BASEMENT WALLS TO BE TYPE A1,
U.O.N.

C. TYPICAL CMU BASEMENT WALLS TO BE TYPE A10,
U.O.N.

D. TYPICAL INT. 1-HR CORRIDOR WALLS TO BE TYPE
C1, U.O.N.

E. TYPICAL INTERIOR 1-HR CORRIDOR WALLS AT
BATHROOM PLUMBING TO BE TYPE C2, U.O.N.

F. TYPICAL 1-HR UNIT SEPARATION WALLS TO BE TYPE
D2 U.O.N. (S.S.D. FOR STUD AND SHEAR
CONFIGURATION.)
G. TYPICAL INTERIOR UNIT WALLS TO BE TYPE E2.1
H. TYPICAL INTERIOR UNIT PLUMBING WALLS TO BE
TYPE E3.1
I. TYPICAL 1-HR UNIT SEPARATION WALLS AT
PLUMBING WALLS TO BE TYPE D1 U.O.N. (S.S.D.

FOR STUD AND SHEAR CONFIGURATION.)
J. TYPICAL 2-HR INTERIOR SHAFT WALL TO BE TYPE
S1, U.O.N
K. TYPICAL 2-HR INTERIOR SHAFT WALL BETWEEN
UNITS, STAIRS, & HOISTWAY TO BE TYPE S4, U.O.N.

WALL TYPE NOTES
ALLOWABLE AREA NOTES:

FROM THE 2022 CALIFORNIA BUILDING CODE

BUILDING AREA
506.1 GENERAL. THE FLOOR AREA OF A BUILDING SHALL BE DETERMINED

BASED ON THE TYPE OF CONSTRUCTION, OCCUPANCY CLASSIFICATION,

WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED

THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON PUBLIC WAY OR OPEN SPACE.
506.1.1 UNLIMITED AREA BUILDINGS [NOT USED]
506.1.2 SPECIAL PROVISIONS [NOT USED]
506.1.3 BASEMENTS. BASEMENTS NEED NOT BE INCLUDED IN THE

TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE TOTAL

AREA OF SUCH BASEMENTS DOES NOT EXCEED THE AREA PERMITTED FOR A ONE-STORY ABOVE GRADE PLANE BUILDING.
506.2 ALLOWABLE AREA DETERMINATION. THE ALLOWABLE AREA OF A

BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 506.2.1 THROUGH 506.2.4 AND SECTION 506.3. 506.2.1 SINGLE-OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.2. MIXED OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.3 SINGLE-OCCUPANCY MULTISTORY BUILDINGS. THE

ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE

THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2:

Aa = [At + (NS x If )] x Sa (EQUATION 5-2)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET)
At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE
BUILDING IS SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.

Sa = FOR OTHER THAN GROUP A, E, H, I, L, AND R OCCUPANCIES,

HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION

1.11 REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL,

ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE, NOT TO EXCEED THREE. FOR GROUP A, E, H, I, L, AND R OCCUPANCIES, HIGHRISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11

REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL, ACTUAL

NUMBER OF BUILDING STORIES ABOVE GRADE PLAN, NOT TO EXCEED TWO.

NO INDIVIDUAL STORY SHALL EXCEED THE ALLOWABLE AREA (Aa) AS DETERMINED BY EQUATION 5-2 USING THE VALUE OF Sa = 1.
506.2.4 MIXED-OCCUPANCY, MULTISTORY BUILDINGS. EACH

STORY OF A MIXED-OCCUPANCY BUILDING WITH MORE THAN ONE

STORY ABOVE GRADE PLANE SHALL INDIVIDUALLY COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 508.1. FOR BUILDINGS WITH

MORE THAN THREE STORIES ABOVE GRADE PLANE, THE TOTAL

BUILDING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE

RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE

ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 508.1, SHALL NOT EXCEED THREE, PROVIDED THE

AGGREGATE SUM OF THE RATIOS FOR PORTIONS OF MIXED -

OCCUPANCY, MULTISTORY BUILDINGS CONTAINING A, E, H, I, L AND R

OCCUPANCIES,HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11 REGULATED BY THE OFFICE OF THE STATE FIRE

MARSHAL, INCLUDING ANY OTHER ASSOCIATED NON-SEPARATED
OCCUPANCIES, SHALL NOT EXCEED TWO.

Aa = [At + (NS × If)] (EQUATION 5-3)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET).

At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE BUILDING IS
SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.
506.3 FRONTAGE INCREASE. EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS

TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.3.
506.3.1 MINIMUM PERCENTAGE OF PERIMETER. TO QUALIFY

FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE, A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE EITHER ON

THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE
ACCESSED FROM A STREET OR APPROVED FIRE LANE.
506.3.2 MINIMUM FRONTAGE DISTANCE. TO QUALIFY FOR AN

AREA FACTOR INCREASE BASED ON FRONTAGE, THE PUBLIC WAY OR

OPEN SPACE ADJACENT TO THE BUILDING PERIMETER SHALL HAVE A MINIMUM DISTANCE (W) OF 20 FEET (6096 MM) MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE FOLLOWING:

1. THE CLOSEST INTERIOR LOT LINE.

2. THE ENTIRE WIDTH OF A STREET, ALLEY OR PUBLIC WAY.

3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY.

WHERE THE VALUE OF W IS GREATER THAN 30 FEET (9144MM), A VALUE OF 30 FEET (9144 MM) SHALL BE USED IN CALCULATING THE BUILDING

AREA INCREASE BASED ON FRONTAGE, REGARDLESS OF THE ACTUAL WIDTH OF THE PUBLIC WAY OR OPEN SPACE. WHERE THE VALUE OF W

VARIES ALONG THE PERIMETER OF THE BUILDING, THE CALCULATION PERFORMED IN ACCORDANCE WITH EQUATION 5-5 SHALL BE BASED ON

THE WEIGHTED AVERAGE CALCULATED IN ACCORDANCE WITH
EQUATION 5-4.

W = (L1 x W1 + L2 x W2 + L3 x W3…) / F (EQUATION 5-4)
WHERE:

W (WIDTH: WEIGHTED AVERAGE) = CALCULATED WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET).

L = LENGTH OF A PORTION OF THE EXTERIOR PERIMETER
WALL.

WN = WIDTH (> 20 FEET) OF A PUBLIC WAY OR OPEN SPACE

ASSOCIATED WITH THAT PORTION OF THE EXTERIOR
PERIMETER WALL.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING A WIDTH OF 20 FEET (6096
MM) OR MORE.
506.3.3. AMOUNT OF INCREASE. THE AREA FACTOR INCREASE BASED

ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH
EQUATION 5-5:

If = [F/P - 0.25] (W/30) (EQUATION 5-5)
WHERE:

If = AREA FACTOR INCREASE DUE TO FRONTAGE.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING MINIMUM DISTANCE OF 20
FEET (6096 MM)
P = PERIMETER OF ENTIRE BUILDING (FEET)
W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.3.2.
504.3 HEIGHT IN FEET. THE MAXIMUM HEIGHT, IN FEET, OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.3.
504.4 NUMBER OF STORIES. THE MAXIMUM NUMBER OF STORIES OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.4.

SPECIAL PROVISIONS
510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE. A BUILDING SHALL BE

CONSIDERED AS SEPARATE AND DISTINCT BUILDINGS FOR THE PURPOSE OF

DETERMINING AREA LIMITATIONS, CONTINUITY OF FIRE WALLS, LIMITATION OF

NUMBERS OF STORIES AND TYPE OF CONSTRUCTION WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET:

1. THE BUILDINGS ARE SEPARATED WITH A HORIZONTAL ASSEMBLY HAVING A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS. WHERE VERTICAL

OFFSETS ARE PROVIDED AS PART OF A HORIZONTAL ASSEMBLY, THE VERTICAL

OFFSET AND THE STRUCTURE SUPPORTING THE VERTICAL OFFSET SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS.

2. THE BUILDING BELOW, INCLUDING THE HORIZONTAL ASSEMBLY, IS OF TYPE IA CONSTRUCTION.

3. SHAFT, STAIRWAY, RAMP AND ESCALATOR ENCLOSURES THROUGH THE HORIZONTAL ASSEMBLIES SHALL HAVE NOT LESS THAN A 2-HOUR FIRERESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716.

EXCEPTION: WHERE THE ENCLOSURE WALLS BELOW THE HORIZONTAL ASSEMBLY HAVE NOT LESS THAN A 3-HOUR FIRE RESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716, THE

ENCLOSURE WALLS EXTENDING ABOVE THE HORIZONTAL ASSEMBLY SHALL BE PERMITTED TO HAVE A 1-HOUR FIRE-RESISTANCE RATING, PROVIDED:

A. THE BUILDING ABOVE THE HORIZONTAL ASSEMBLY IS NOT
REQUIRED TO BE OF TYPE I CONSTRUCTION;
B. THE ENCLOSURE CONNECTS FEWER THAN FOUR STORIES; AND
C. THE ENCLOSURE OPENING PROTECTIVES ABOVE THE

HORIZONTAL ASSEMBLY HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 1 HOUR.

4. THE BUILDING OR BUILDINGS ABOVE THE HORIZONTAL ASSEMBLY SHALL BE

PERMITTED TO HAVE MULTIPLE GROUP A OCCUPANCY USES, EACH WITH AN OCCUPANT LOAD OF LESS THAN 300, OR GROUP B, M, R OR S OCCUPANCIES.

5. THE BUILDING BELOW THE HORIZONTAL ASSEMBLY SHALL BE PROTECTED

THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND SHALL BE PERMITTED TO BE ANY OCCUPANCY ALLOWED BY THIS CODE EXCEPT GROUP H.

6. THE MAXIMUM BUILDING HEIGHT IN FEET SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 504.3 FOR THE BUILDING HAVING THE SMALLER ALLOWABLE HEIGHT AS MEASURED FROM THE GRADE PLANE.

GENERAL NOTES (CONT.)

FIRE WALLS
706.5 HORIZONTAL CONTINUITY. FIRE WALLS SHALL BE CONTINUOUS

FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND AT LEAST 18" BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.

EXCEPTIONS

1. [NOT USED]

2. [NOT USED]

3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR

SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING WHERE THE

BUILDING ON EACH SIDE OF THE FIRE WALL IS PROTECTED BY AN

AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
706.5.1 EXTERIOR WALLS. WHERE THE FIRE WALL INTERSECTS

EXTERIOR WALLS, THE FIRE-RESISTANCE RATING AND OPENING

PROTECTION OF THE EXTERIOR WALLS SHALL COMPLY WITH ONE OF THE FOLLOWING:

1. [NOT USED]

2. BUILDINGS OR SPACES ON BOTH SIDES OF THE INTERSECTING

FIRE WALL SHALL ASSUME TO HAVE AN IMAGINARY LOT LINE AT

THE FIRE WALL AND EXTENDING BEYOND THE EXTERIOR OF THE
FIRE WALL. THE LOCATION OF THE ASSUMED LINE IN RELATION

TO THE EXTERIOR WALLS AND THE FIRE WALL SHALL BE SUCH

THAT THE EXTERIOR WALL AND OPENING PROTECTION MEET
THE REQUIREMENTS SET FORTH IN SECTIONS 705.5 AND 705.8.

SUCH PROTECTION IS NOT REQUIRED FOR EXTERIOR WALLS

TERMINATING AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO
OR GREATER THAN 180 DEGREES.
706.5.2 HORIZONTAL PROJECTING ELEMENTS. FIRE WALLS SHALL

EXTEND TO THE OUTER EDGE OF HORIZONTAL PROJECTING ELEMENTS

SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, MARQUEES AND SIMILAR PROJECTIONS THAT ARE WITHIN 4 FEET OF THE FIRE WALL.

EXCEPTIONS:

1. HORIZONTAL PROJECTING ELEMENTS WITHOUT CONCEALED

SPACES, PROVIDED THAT THE EXTERIOR WALL

BEHIND AND BELOW THE PROJECTING ELEMENT HAS NOT
LESS THAN 1-HOUR FIRE-RESISTANCE-RATE CONSTRUCTION

FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE
PROJECTING ELEMENT ON BOTH SIDES OF THE FIRE WALL.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

2. NONCOMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS
WITH CONCEALED SPACES, PROVIDED THAT A MINIMUM 1-HOUR

FIRE-RESISTANCE-RATED WALL EXTENDS THROUGH THE
CONCEALED SPACE. THE PROJECTING ELEMENT SHALL BE
SEPARATED FROM THE BUILDING BY NOT LESS THAN 1-HOUR

FIRE-RESISTANCE-RATED CONSTRUCTION FOR A DISTANCE ON

EACH SIDE OF THE FIRE WALL EQUAL TO THE DEPTH OF THE
PROJECTING ELEMENT. THE WALL IS NOT REQUIRED TO EXTEND

UNDER THE PROJECTING ELEMENT WHERE THE BUILDING
EXTERIOR WALL IS NOT LESS THAN 1-HOUR FIRE-RESISTANCE

RATED FOR A DISTANCE ON EACH SIDE OF THE FIRE WALL
EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

3. FOR COMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS

WITH CONCEALED SPACES, THE FIRE WALL NEED ONLY

EXTEND THROUGH THE CONCEALED SPACE TO THE OUTER
EDGES OF THE PROJECTING ELEMENTS. THE EXTERIOR

WALL BEHIND AND BELOW THE PROJECTING ELEMENT
SHALL BE OF NOT LESS THAN 1-HOUR FIRE-RESISTANCE RATED

CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH

OF THE PROJECTING ELEMENTS ON BOTH SIDES OF THE FIRE
WALL. OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
706.6 VERTICAL CONTINUITY. FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT AT LEAST 30" ABOVE BOTH ADJACENT ROOFS.

EXCEPTIONS:

1. STEPPED BUILDINGS IN ACCORDANCE WITH SECTION 706.6.1.

2. TWO-HOUR FIRE-RESISTANCE-RATED WALLS SHALL BE

PERMITTED TO TERMINATE AT THE UNDERSIDE OF THE ROOF
SHEATHING, DECK OR SLAB, PROVIDED THAT:

2.1. THE LOWER ROOF ASSEMBLY WITHIN 4 FEET OF THE
WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF

SUPPORTING ELEMENTS FOR THE RATED ROOF

ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT
LESS THAN 1 HOUR.

2.2. OPENINGS IN THE ROOF SHALL NOT BE LOCATED
WITHIN 4 FEET OF THE FIRE WALL.

2.3. EACH BUILDING SHALL BE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING.

3. WALLS SHALL BE PERMITTED TO TERMINATE AT THE

UNDERSIDE OF NONCOMBUSTIBLE ROOF SHEATHING, DECK OR

SLABS WHERE BOTH BUILDINGS ARE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF
SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.

4. IN BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, WALLS

SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF

COMBUSTIBLE ROOF SHEATHING OR DECKS, PROVIDED THAT
ALL OF THE FOLLOWING REQUIREMENTS ARE MET.

4.1 ROOF OPENINGS ARE NOT LESS THAN 4 FEET FROM

THE FIRE WALL,

4.2 THE ROOF IS COVERED WITH A MINIMUM CLASS B
ROOF COVERING.

4.3 THE ROOF SHEATHING OR DECK IS CONSTRUCTED

OF FIRE-RETARDANT-TREATED WOOD FOR A DISTANCE
OF 4 FEET ON BOTH SIDES OF THE WALL OR THE ROOF IS
PROTECTED WITH 5/8" TYPE X GYPSUM BOARD DIRECTLY

BENEATH THE UNDERSIDE OF THE ROOF SHEATHING OR
DECK, SUPPORTED BY NOT LESS THAN 2-INCH NOMINAL

LEDGERS ATTACHED TO THE SIDES OF THE ROOF

FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN
4 FEET ON BOTH SIDES OF THE FIRE WALL.

5. IN BUILDINGS DESIGNED IN ACCORDANCE WITH SECTION 510.2, FIRE WALLS LOCATED ABOVE THE 3-HOUR HORIZONTAL
ASSEMBLY REQUIRED BY SECTION 510.2, ITEM 1 SHALL BE

PERMITTED TO EXTEND FROM THE TOP OF THIS HORIZONTAL
ASSEMBLY.

6. BUILDINGS WITH SLOPED ROOFS IN ACCORDANCE WITH
SECTION 706.6.2.
706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL SERVES AS AN

EXTERIOR WALL FOR A BUILDING AND SEPARATES BUILDINGS HAVING

DIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES (762 MM) ABOVE THE LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET (4572 MM) ABOVE THE LOWER ROOF IS NOT LESS THAN 1-HOUR FIRE-RESISTANCERATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGS PROTECTED

BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

EXCEPTION: WHERE THE FIRE WALL TERMINATES AT THE

UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE
LOWER ROOF, PROVIDED THAT:

1. THE LOWER ROOF ASSEMBLY WITHIN 10 FEET (3048MM) OF
THE WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING
ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR.

2. OPENINGS IN THE LOWER ROOF SHALL NOT BE LOCATED
WITHIN 10 FEET (3048 MM) OF THE FIRE WALL.
706.8 OPENINGS. EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET (15 m2). THE AGGREGATE WIDTH OF
OPENINGS AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL.

EXCEPTIONS:

1. OPENINGS ARE NOT PERMITTED IN PARTY WALLS
CONSTRUCTED IN ACCORDANCE WITH SECTION 706.1.1.

2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE
FEET (15 m2) WHERE BOTH BUILDINGS ARE EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.
706.9 PENETRATIONS. PENETRATIONS OF FIRE WALLS SHALL COMPLY WITH SECTION 714.
706.10 JOINTS. JOINTS MADE IN OR BETWEEN FIRE WALLS SHALL COMPLY WITH SECTION 715.
706.11 DUCTS AND AIR TRANSFER OPENINGS. DUCTS AND AIR
TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS.

EXCEPTION: PENETRATIONS BY DUCTS AND AIR TRANSFER

OPENINGS OF FIRE WALLS THAT ARE NOT ON A LOT LINE SHALL

BE ALLOWED PROVIDED THE PENETRATIONS COMPLY WITH
SECTION 717. THE SIZE AND AGGREGATE WIDTH OF ALL

OPENINGS SHALL NOT EXCEED THE LIMITATIONS OF SECTION
706.8.

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROVIDED 10,833 SF

UNLIMITED
LEVEL 2 TYPE I-A NL -- NL -- NL -- NL --

NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- NL -- NL -- NL -- NL -- 45% -- 45% -- 45% -- 45% --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- PARTIAL WALL AREA LEVEL 2: 254 SF
OPENING AREA LEVEL 2: 77 SF
OPENING PERCENTAGE: 30%
14' - 0" 25' - 4" 10' - 0"
NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- 45% -- 45% --

NL -- NL -- NL -- NL -- NL -- NL -- NL --

NL -- NL -- NL --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- AR0.42
2 SOUTH RAILROAD AVENUE
EAST 4TH AVENUE
10' - 0"
10' - 0"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING
23' - 6"
10' - 0"
66' - 0"
10' - 0"

NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% --
AR0.42
3 PARTIAL WALL AREA LEVELS 2-7: 173 SF
OPENING AREA LEVELS 2-7: 14 SF
OPENING PERCENTAGE: 8%
PARTIAL WALL AREA LEVEL 2: 195 SF
OPENING AREA LEVEL 2: 60 SF
OPENING PERCENTAGE: 31%
19' - 6"

IMAGINARY PROPERTY LINE
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
LEVEL 2: AREA OF EXTERIOR WALL
253 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 253 SF x .45 = 114 SF
PROPOSED = 74 SF
74 SF < 114 SF = COMPLIES
LEVELS 3-7: AREA OF EXTERIOR WALL
253 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 253 SF x .45 = 114 SF
PROPOSED = 53 SF
53 SF < 114 SF = COMPLIES
.
81' - 0"
T.O. PARAPET
LEVELS 2-7: AREA OF EXTERIOR WALL
157 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 157 SF x .45 = 70.5 SF
PROPOSED = 14 SF
14 SF < 70.5 SF = COMPLIES
10' - 0" 14' - 0"
10' - 0" 14' - 0"
PLe

SEPARATION

DISTANCE
LEGEND FIRE SEPARATION DISTANCE (TABLE 705.8)

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE

SEPARATION DISTANCE WITH UNPROTECTED OPENINGS IN

BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1
0'-0" < 3'-0"

ALLOWABLE
AREA

NP -- NP -- NOT PERMITTED
3'-0" < 5'-0"15% -- 15% -- 15%
5'-0" < 10'-0"25% -- 25% -- 25%
10'-0" < 15'-0"45% -- 45% -- 45%
15'-0" < 20'-0"75% -- 75% -- 75%
> 20'-0"NL -- NL -- NO LIMIT
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
PLw
.
81' - 0"
T.O. PARAPET
LEVELS 3-7: AREA OF EXTERIOR WALL
195 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 195 SF x .45 = 88 SF
PROPOSED = 79 SF
79 SF < 88 SF = COMPLIES
19' - 6"
19' - 6"
LEVEL 2: AREA OF EXTERIOR WALL
195 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 195 SF x .45 = 88 SF
PROPOSED = 56 SF
56 SF < 88 SF = COMPLIES
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:27 P
M
AR0.42
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

ALLOWABLE AREA /

OPENINGS CALCULATIONS

BESPOKE
1/8" = 1'-0"
FLOOR 2 1
1/8" = 1'-0"
PARTIAL ELEVATION - ALLOWABLE OPENINGS FACING COMMERCIAL PROPERTY 2 1/8" = 1'-0"
PARTIAL ELEVATION - ALLOWABLE OPENINGS FACING COURTYARD 3 1175 of 11211

GENERAL NOTES
A. U.O.N., TYPICAL EXTERIOR WALLS TO BE TYPE B1
(REFER TO EXTERIOR ELEVATIONS FOR
LOCATIONS).

B. TYPICAL CONC. BASEMENT WALLS TO BE TYPE A1,
U.O.N.

C. TYPICAL CMU BASEMENT WALLS TO BE TYPE A10,
U.O.N.

D. TYPICAL INT. 1-HR CORRIDOR WALLS TO BE TYPE
C1, U.O.N.

E. TYPICAL INTERIOR 1-HR CORRIDOR WALLS AT
BATHROOM PLUMBING TO BE TYPE C2, U.O.N.

F. TYPICAL 1-HR UNIT SEPARATION WALLS TO BE TYPE
D2 U.O.N. (S.S.D. FOR STUD AND SHEAR
CONFIGURATION.)
G. TYPICAL INTERIOR UNIT WALLS TO BE TYPE E2.1
H. TYPICAL INTERIOR UNIT PLUMBING WALLS TO BE
TYPE E3.1
I. TYPICAL 1-HR UNIT SEPARATION WALLS AT
PLUMBING WALLS TO BE TYPE D1 U.O.N. (S.S.D.

FOR STUD AND SHEAR CONFIGURATION.)
J. TYPICAL 2-HR INTERIOR SHAFT WALL TO BE TYPE
S1, U.O.N
K. TYPICAL 2-HR INTERIOR SHAFT WALL BETWEEN
UNITS, STAIRS, & HOISTWAY TO BE TYPE S4, U.O.N.

WALL TYPE NOTES
ALLOWABLE AREA NOTES:

FROM THE 2022 CALIFORNIA BUILDING CODE

BUILDING AREA
506.1 GENERAL. THE FLOOR AREA OF A BUILDING SHALL BE DETERMINED

BASED ON THE TYPE OF CONSTRUCTION, OCCUPANCY CLASSIFICATION,

WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED

THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON PUBLIC WAY OR OPEN SPACE.
506.1.1 UNLIMITED AREA BUILDINGS [NOT USED]
506.1.2 SPECIAL PROVISIONS [NOT USED]
506.1.3 BASEMENTS. BASEMENTS NEED NOT BE INCLUDED IN THE

TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE TOTAL

AREA OF SUCH BASEMENTS DOES NOT EXCEED THE AREA PERMITTED FOR A ONE-STORY ABOVE GRADE PLANE BUILDING.
506.2 ALLOWABLE AREA DETERMINATION. THE ALLOWABLE AREA OF A

BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 506.2.1 THROUGH 506.2.4 AND SECTION 506.3. 506.2.1 SINGLE-OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.2. MIXED OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.3 SINGLE-OCCUPANCY MULTISTORY BUILDINGS. THE

ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE

THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2:

Aa = [At + (NS x If )] x Sa (EQUATION 5-2)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET)
At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE
BUILDING IS SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.

Sa = FOR OTHER THAN GROUP A, E, H, I, L, AND R OCCUPANCIES,

HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION

1.11 REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL,

ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE, NOT TO EXCEED THREE. FOR GROUP A, E, H, I, L, AND R OCCUPANCIES, HIGHRISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11

REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL, ACTUAL

NUMBER OF BUILDING STORIES ABOVE GRADE PLAN, NOT TO EXCEED TWO.

NO INDIVIDUAL STORY SHALL EXCEED THE ALLOWABLE AREA (Aa) AS DETERMINED BY EQUATION 5-2 USING THE VALUE OF Sa = 1.
506.2.4 MIXED-OCCUPANCY, MULTISTORY BUILDINGS. EACH

STORY OF A MIXED-OCCUPANCY BUILDING WITH MORE THAN ONE

STORY ABOVE GRADE PLANE SHALL INDIVIDUALLY COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 508.1. FOR BUILDINGS WITH

MORE THAN THREE STORIES ABOVE GRADE PLANE, THE TOTAL

BUILDING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE

RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE

ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 508.1, SHALL NOT EXCEED THREE, PROVIDED THE

AGGREGATE SUM OF THE RATIOS FOR PORTIONS OF MIXED -

OCCUPANCY, MULTISTORY BUILDINGS CONTAINING A, E, H, I, L AND R

OCCUPANCIES,HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11 REGULATED BY THE OFFICE OF THE STATE FIRE

MARSHAL, INCLUDING ANY OTHER ASSOCIATED NON-SEPARATED
OCCUPANCIES, SHALL NOT EXCEED TWO.

Aa = [At + (NS × If)] (EQUATION 5-3)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET).

At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE BUILDING IS
SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.
506.3 FRONTAGE INCREASE. EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS

TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.3.
506.3.1 MINIMUM PERCENTAGE OF PERIMETER. TO QUALIFY

FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE, A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE EITHER ON

THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE
ACCESSED FROM A STREET OR APPROVED FIRE LANE.
506.3.2 MINIMUM FRONTAGE DISTANCE. TO QUALIFY FOR AN

AREA FACTOR INCREASE BASED ON FRONTAGE, THE PUBLIC WAY OR

OPEN SPACE ADJACENT TO THE BUILDING PERIMETER SHALL HAVE A MINIMUM DISTANCE (W) OF 20 FEET (6096 MM) MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE FOLLOWING:

1. THE CLOSEST INTERIOR LOT LINE.

2. THE ENTIRE WIDTH OF A STREET, ALLEY OR PUBLIC WAY.

3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY.

WHERE THE VALUE OF W IS GREATER THAN 30 FEET (9144MM), A VALUE OF 30 FEET (9144 MM) SHALL BE USED IN CALCULATING THE BUILDING

AREA INCREASE BASED ON FRONTAGE, REGARDLESS OF THE ACTUAL WIDTH OF THE PUBLIC WAY OR OPEN SPACE. WHERE THE VALUE OF W

VARIES ALONG THE PERIMETER OF THE BUILDING, THE CALCULATION PERFORMED IN ACCORDANCE WITH EQUATION 5-5 SHALL BE BASED ON

THE WEIGHTED AVERAGE CALCULATED IN ACCORDANCE WITH
EQUATION 5-4.

W = (L1 x W1 + L2 x W2 + L3 x W3…) / F (EQUATION 5-4)
WHERE:

W (WIDTH: WEIGHTED AVERAGE) = CALCULATED WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET).

L = LENGTH OF A PORTION OF THE EXTERIOR PERIMETER
WALL.

WN = WIDTH (> 20 FEET) OF A PUBLIC WAY OR OPEN SPACE

ASSOCIATED WITH THAT PORTION OF THE EXTERIOR
PERIMETER WALL.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING A WIDTH OF 20 FEET (6096
MM) OR MORE.
506.3.3. AMOUNT OF INCREASE. THE AREA FACTOR INCREASE BASED

ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH
EQUATION 5-5:

If = [F/P - 0.25] (W/30) (EQUATION 5-5)
WHERE:

If = AREA FACTOR INCREASE DUE TO FRONTAGE.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING MINIMUM DISTANCE OF 20
FEET (6096 MM)
P = PERIMETER OF ENTIRE BUILDING (FEET)
W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.3.2.
504.3 HEIGHT IN FEET. THE MAXIMUM HEIGHT, IN FEET, OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.3.
504.4 NUMBER OF STORIES. THE MAXIMUM NUMBER OF STORIES OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.4.

SPECIAL PROVISIONS
510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE. A BUILDING SHALL BE

CONSIDERED AS SEPARATE AND DISTINCT BUILDINGS FOR THE PURPOSE OF

DETERMINING AREA LIMITATIONS, CONTINUITY OF FIRE WALLS, LIMITATION OF

NUMBERS OF STORIES AND TYPE OF CONSTRUCTION WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET:

1. THE BUILDINGS ARE SEPARATED WITH A HORIZONTAL ASSEMBLY HAVING A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS. WHERE VERTICAL

OFFSETS ARE PROVIDED AS PART OF A HORIZONTAL ASSEMBLY, THE VERTICAL

OFFSET AND THE STRUCTURE SUPPORTING THE VERTICAL OFFSET SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS.

2. THE BUILDING BELOW, INCLUDING THE HORIZONTAL ASSEMBLY, IS OF TYPE IA CONSTRUCTION.

3. SHAFT, STAIRWAY, RAMP AND ESCALATOR ENCLOSURES THROUGH THE HORIZONTAL ASSEMBLIES SHALL HAVE NOT LESS THAN A 2-HOUR FIRERESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716.

EXCEPTION: WHERE THE ENCLOSURE WALLS BELOW THE HORIZONTAL ASSEMBLY HAVE NOT LESS THAN A 3-HOUR FIRE RESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716, THE

ENCLOSURE WALLS EXTENDING ABOVE THE HORIZONTAL ASSEMBLY SHALL BE PERMITTED TO HAVE A 1-HOUR FIRE-RESISTANCE RATING, PROVIDED:

A. THE BUILDING ABOVE THE HORIZONTAL ASSEMBLY IS NOT
REQUIRED TO BE OF TYPE I CONSTRUCTION;
B. THE ENCLOSURE CONNECTS FEWER THAN FOUR STORIES; AND
C. THE ENCLOSURE OPENING PROTECTIVES ABOVE THE

HORIZONTAL ASSEMBLY HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 1 HOUR.

4. THE BUILDING OR BUILDINGS ABOVE THE HORIZONTAL ASSEMBLY SHALL BE

PERMITTED TO HAVE MULTIPLE GROUP A OCCUPANCY USES, EACH WITH AN OCCUPANT LOAD OF LESS THAN 300, OR GROUP B, M, R OR S OCCUPANCIES.

5. THE BUILDING BELOW THE HORIZONTAL ASSEMBLY SHALL BE PROTECTED

THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND SHALL BE PERMITTED TO BE ANY OCCUPANCY ALLOWED BY THIS CODE EXCEPT GROUP H.

6. THE MAXIMUM BUILDING HEIGHT IN FEET SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 504.3 FOR THE BUILDING HAVING THE SMALLER ALLOWABLE HEIGHT AS MEASURED FROM THE GRADE PLANE.

GENERAL NOTES (CONT.)

FIRE WALLS
706.5 HORIZONTAL CONTINUITY. FIRE WALLS SHALL BE CONTINUOUS

FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND AT LEAST 18" BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.

EXCEPTIONS

1. [NOT USED]

2. [NOT USED]

3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR

SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING WHERE THE

BUILDING ON EACH SIDE OF THE FIRE WALL IS PROTECTED BY AN

AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
706.5.1 EXTERIOR WALLS. WHERE THE FIRE WALL INTERSECTS

EXTERIOR WALLS, THE FIRE-RESISTANCE RATING AND OPENING

PROTECTION OF THE EXTERIOR WALLS SHALL COMPLY WITH ONE OF THE FOLLOWING:

1. [NOT USED]

2. BUILDINGS OR SPACES ON BOTH SIDES OF THE INTERSECTING

FIRE WALL SHALL ASSUME TO HAVE AN IMAGINARY LOT LINE AT

THE FIRE WALL AND EXTENDING BEYOND THE EXTERIOR OF THE
FIRE WALL. THE LOCATION OF THE ASSUMED LINE IN RELATION

TO THE EXTERIOR WALLS AND THE FIRE WALL SHALL BE SUCH

THAT THE EXTERIOR WALL AND OPENING PROTECTION MEET
THE REQUIREMENTS SET FORTH IN SECTIONS 705.5 AND 705.8.

SUCH PROTECTION IS NOT REQUIRED FOR EXTERIOR WALLS

TERMINATING AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO
OR GREATER THAN 180 DEGREES.
706.5.2 HORIZONTAL PROJECTING ELEMENTS. FIRE WALLS SHALL

EXTEND TO THE OUTER EDGE OF HORIZONTAL PROJECTING ELEMENTS

SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, MARQUEES AND SIMILAR PROJECTIONS THAT ARE WITHIN 4 FEET OF THE FIRE WALL.

EXCEPTIONS:

1. HORIZONTAL PROJECTING ELEMENTS WITHOUT CONCEALED

SPACES, PROVIDED THAT THE EXTERIOR WALL

BEHIND AND BELOW THE PROJECTING ELEMENT HAS NOT
LESS THAN 1-HOUR FIRE-RESISTANCE-RATE CONSTRUCTION

FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE
PROJECTING ELEMENT ON BOTH SIDES OF THE FIRE WALL.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

2. NONCOMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS
WITH CONCEALED SPACES, PROVIDED THAT A MINIMUM 1-HOUR

FIRE-RESISTANCE-RATED WALL EXTENDS THROUGH THE
CONCEALED SPACE. THE PROJECTING ELEMENT SHALL BE
SEPARATED FROM THE BUILDING BY NOT LESS THAN 1-HOUR

FIRE-RESISTANCE-RATED CONSTRUCTION FOR A DISTANCE ON

EACH SIDE OF THE FIRE WALL EQUAL TO THE DEPTH OF THE
PROJECTING ELEMENT. THE WALL IS NOT REQUIRED TO EXTEND

UNDER THE PROJECTING ELEMENT WHERE THE BUILDING
EXTERIOR WALL IS NOT LESS THAN 1-HOUR FIRE-RESISTANCE

RATED FOR A DISTANCE ON EACH SIDE OF THE FIRE WALL
EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

3. FOR COMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS

WITH CONCEALED SPACES, THE FIRE WALL NEED ONLY

EXTEND THROUGH THE CONCEALED SPACE TO THE OUTER
EDGES OF THE PROJECTING ELEMENTS. THE EXTERIOR

WALL BEHIND AND BELOW THE PROJECTING ELEMENT
SHALL BE OF NOT LESS THAN 1-HOUR FIRE-RESISTANCE RATED

CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH

OF THE PROJECTING ELEMENTS ON BOTH SIDES OF THE FIRE
WALL. OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
706.6 VERTICAL CONTINUITY. FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT AT LEAST 30" ABOVE BOTH ADJACENT ROOFS.

EXCEPTIONS:

1. STEPPED BUILDINGS IN ACCORDANCE WITH SECTION 706.6.1.

2. TWO-HOUR FIRE-RESISTANCE-RATED WALLS SHALL BE

PERMITTED TO TERMINATE AT THE UNDERSIDE OF THE ROOF
SHEATHING, DECK OR SLAB, PROVIDED THAT:

2.1. THE LOWER ROOF ASSEMBLY WITHIN 4 FEET OF THE
WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF

SUPPORTING ELEMENTS FOR THE RATED ROOF

ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT
LESS THAN 1 HOUR.

2.2. OPENINGS IN THE ROOF SHALL NOT BE LOCATED
WITHIN 4 FEET OF THE FIRE WALL.

2.3. EACH BUILDING SHALL BE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING.

3. WALLS SHALL BE PERMITTED TO TERMINATE AT THE

UNDERSIDE OF NONCOMBUSTIBLE ROOF SHEATHING, DECK OR

SLABS WHERE BOTH BUILDINGS ARE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF
SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.

4. IN BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, WALLS

SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF

COMBUSTIBLE ROOF SHEATHING OR DECKS, PROVIDED THAT
ALL OF THE FOLLOWING REQUIREMENTS ARE MET.

4.1 ROOF OPENINGS ARE NOT LESS THAN 4 FEET FROM

THE FIRE WALL,

4.2 THE ROOF IS COVERED WITH A MINIMUM CLASS B
ROOF COVERING.

4.3 THE ROOF SHEATHING OR DECK IS CONSTRUCTED

OF FIRE-RETARDANT-TREATED WOOD FOR A DISTANCE
OF 4 FEET ON BOTH SIDES OF THE WALL OR THE ROOF IS
PROTECTED WITH 5/8" TYPE X GYPSUM BOARD DIRECTLY

BENEATH THE UNDERSIDE OF THE ROOF SHEATHING OR
DECK, SUPPORTED BY NOT LESS THAN 2-INCH NOMINAL

LEDGERS ATTACHED TO THE SIDES OF THE ROOF

FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN
4 FEET ON BOTH SIDES OF THE FIRE WALL.

5. IN BUILDINGS DESIGNED IN ACCORDANCE WITH SECTION 510.2, FIRE WALLS LOCATED ABOVE THE 3-HOUR HORIZONTAL
ASSEMBLY REQUIRED BY SECTION 510.2, ITEM 1 SHALL BE

PERMITTED TO EXTEND FROM THE TOP OF THIS HORIZONTAL
ASSEMBLY.

6. BUILDINGS WITH SLOPED ROOFS IN ACCORDANCE WITH
SECTION 706.6.2.
706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL SERVES AS AN

EXTERIOR WALL FOR A BUILDING AND SEPARATES BUILDINGS HAVING

DIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES (762 MM) ABOVE THE LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET (4572 MM) ABOVE THE LOWER ROOF IS NOT LESS THAN 1-HOUR FIRE-RESISTANCERATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGS PROTECTED

BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

EXCEPTION: WHERE THE FIRE WALL TERMINATES AT THE

UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE
LOWER ROOF, PROVIDED THAT:

1. THE LOWER ROOF ASSEMBLY WITHIN 10 FEET (3048MM) OF
THE WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING
ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR.

2. OPENINGS IN THE LOWER ROOF SHALL NOT BE LOCATED
WITHIN 10 FEET (3048 MM) OF THE FIRE WALL.
706.8 OPENINGS. EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET (15 m2). THE AGGREGATE WIDTH OF
OPENINGS AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL.

EXCEPTIONS:

1. OPENINGS ARE NOT PERMITTED IN PARTY WALLS
CONSTRUCTED IN ACCORDANCE WITH SECTION 706.1.1.

2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE
FEET (15 m2) WHERE BOTH BUILDINGS ARE EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.
706.9 PENETRATIONS. PENETRATIONS OF FIRE WALLS SHALL COMPLY WITH SECTION 714.
706.10 JOINTS. JOINTS MADE IN OR BETWEEN FIRE WALLS SHALL COMPLY WITH SECTION 715.
706.11 DUCTS AND AIR TRANSFER OPENINGS. DUCTS AND AIR
TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS.

EXCEPTION: PENETRATIONS BY DUCTS AND AIR TRANSFER

OPENINGS OF FIRE WALLS THAT ARE NOT ON A LOT LINE SHALL

BE ALLOWED PROVIDED THE PENETRATIONS COMPLY WITH
SECTION 717. THE SIZE AND AGGREGATE WIDTH OF ALL

OPENINGS SHALL NOT EXCEED THE LIMITATIONS OF SECTION
706.8.

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROVIDED 10,875 SF
31,920 SF
LEVELS 3-7 TYPE III-A NL -- NL -- NL -- NL --

NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- NL -- NL -- NL -- NL -- 45% -- 45% -- 45% -- 45% --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- 45% -- 45% --

NL -- NL -- NL -- NL -- NL -- NL -- NL --

NL -- NL -- NL --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- AR0.42
2 SOUTH RAILROAD AVENUE
EAST 4TH AVENUE
E
A
S
T FR
O
N
T
A
G
E ≥20' WID
E
108' - 4"
EAST FRONTAGE ≥20' WIDE
135' - 4"
WEST FRONTAGE <20' WIDE
135' - 4"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING

NP -- NP -- NP -- NP -- NP -- NP --NP -- NP -- NP -- NP -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% --
AR0.42
3 PARTIAL WALL AREA LEVELS 3-7: 253 SF
OPENING AREA LEVELS 3-7: 56 SF
OPENING PERCENTAGE: 22%
PARTIAL WALL AREA LEVELS 2-7: 173 SF
OPENING AREA LEVELS 2-7: 14 SF
OPENING PERCENTAGE: 8%
PARTIAL WALL AREA LEVELS 3-7: 195 SF
OPENING AREA LEVEL 2: 84 SF
OPENING PERCENTAGE: 43%
14' - 0" 25' - 4" 10' - 0"
10' - 0"
23' - 6"
10' - 0"
66' - 0"
10' - 0"
19' - 6"

IMAGINARY PROPERTY LINE
10' - 0"
SOUTH FRONTAGE <20' WIDE
108' - 3"
P
U
BLIC
R.O.W.
20' - 0"
PUBLIC R.O.W.
70' - 0"
P
U
BLIC
R.O.W.
20' - 0"

SEPARATION

DISTANCE
LEGEND FIRE SEPARATION DISTANCE (TABLE 705.8)

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE

SEPARATION DISTANCE WITH UNPROTECTED OPENINGS IN

BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1
0'-0" < 3'-0"

ALLOWABLE
AREA

NP -- NP -- NOT PERMITTED
3'-0" < 5'-0"15% -- 15% -- 15%
5'-0" < 10'-0"25% -- 25% -- 25%
10'-0" < 15'-0"45% -- 45% -- 45%
15'-0" < 20'-0"75% -- 75% -- 75%
> 20'-0"NL -- NL -- NO LIMIT
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:29 P
M
AR0.43
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

ALLOWABLE AREA /

OPENINGS CALCULATIONS

BESPOKE
1/8" = 1'-0"
FLOORS 3-7 1

B OFFICE
R-2 RESIDENTIAL
S-1 & S-2

STORAGE &
MAINTENANCE FLOOR 2 10,833
A-2 & A-3 DINING & LOBBY TYPE I-A UNLIMITED UNLIMITED UNLIMITED UNLIMITED UNLIMITED UNLIMITED FLOOR 1 15,276 26,109

BUILDING A - TYPE I-A
FLOOR 7 10,875
FLOOR 6 10,875
85 FEET FLOOR 5 10,875
R-2 ACCESSORY 5 STORIES FLOOR 4 10,875
R-2 RESIDENTIAL TYPE III-A 24,000 24,000 33% 7,920 31,920 2 63,840 5 + 20 FT + 1 ST FLOOR 3 10,875 54,375

BUILDING B - TYPE III-A
with HT increase SEE PERIMETER/FRONTAGE TABLE THIS SHEET At for SM NS If (NS x If) At + (NS x If) Sa Equation 5-2 TABLE 506.2 TABLE 506.2 SEC. 506.3 SEC. 506.3 SEC. 506.2.3 SEC. 506.2.3 SEC. 506.2 TABLE 504.4 TABLE 506.2 PROPOSED PROPOSED CHAPTER 3 TABLE 1004.5 TYPE AREA FACTOR AREA FACTOR ALLOWED % ALLOWED SF FLOOR AREA ALLOWABLE AREA NO. STORIES STORIES / HT. NUMBER FLOOR (SQ FT) SF OCCUPANCY USE CONSTRUCTION TABULAR TABULAR FRONTAGE FRONTAGE ALLOWABLE MULTI-STORY ALLOWABLE ALLOWABLE SPR. INCREASE FLOOR AREA PER TOTAL NOTE: SPRINKLERS ARE USED FOR 20' INCREASE IN HEIGHT AND INCREASE OF ONE STORY. SPRINKLERS ARE NOT USED FOR AREA INCREASE.

NOTE: ALL BUILDINGS ARE FULLY SPRINKLERED PER NFPA 13
CALIFORNIA BUILDNG CODE: 2022
LAST UPDATE: FEBRUARY 16, 2024

HARVEST / ALTA
BESPOKE, SAN MATEO ALLOWABLE BUILDIN...
50% 0.33
LENGTH 108.33 135.33 108.33 135.33 487.32
>20' FRONTAGE 108.33 135.33 0.00 0.00 243.66

BUILDING B - TYPE III-A
NORTH EAST SOUTH WEST SUM RATIO TABLE 506.3.3

FRONTAGE INCREASE FACTOR
LAST UPDATE: MARCH 8, 2024

BESPOKE, SAN MATEO PERIMETER / FRONTAGE CALCULATION TABLE 1176 of 11211
36 Bikes
12 Bikes 16 Bikes
24 Bikes
DN
S. RAILROAD AVENUE
E. 4TH AVENUE

LEASING OFFICE

YOUTH ROOM
MENS

WOMENSPREP KITCHEN
STAIR 2
E. 5TH AVENUE
S. B STREET

COMMERCIAL OFFICE BUILDING
(NIC)
LOBBY

SELF HELP

STORAGE

SELF HELP /

HICAP OFFICE

BIKE ROOM

DINING ROOM

GARAGE ENTRY

BREAK ROOM
ELEV

ELEV MECH

RESIDENT

SERVICES

MAINTENANCE
TRASH

TERMINATION
STAIR 1

ELECTRICAL

UTILITY ROOM
MIDPOINT OF R.O.W.
23' - 0"

SIDEWALK
12' - 0"
PUBLIC R.O.W.
70' - 0"
MID
P
OIN
T
OF R.O.W.
6' - 6"
SID
E
WALK
5' - 6"
P
U
BLIC
R.O.W.
20' - 0"
150' - 0"
110' - 0"

RESTROOM
SEE LANDSCAPE DRAWINGS (L1.0) FOR

LOCATIONS AND DIMENSIONS OF STREET

IMPROVEMENTS INCLUDING STREET TREES,
PLANTERS, SITE FURNISHINGS, AND BIKE RACKS.

SEE CIVIL DRAWINGS (C2.10 & C3.01) FOR LOCATIONS

AND DIMENSIONS OF STREET IMPROVEMENTS &

UTILITIES INCLUDING SIDEWALKS, CURBS, METERS,
POLES, PARKING & LOADING SPACES, AND EASEMENTS.

EXTENT OF PROJECTED OVERHANG AT ROOF CORNICE
1' - 0"
1' - 0"
+0'-0"
+0'-8 3/4"
-0'-3 5/8"
-0'-6 1/2"
PROJECT DATUM = CIVIL 97.97'
55' - 0"
MAIL
+1'-6 5/8"
-0'-3 5/8"JANITOR CLOSET

ELEV MECH
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
0' 32' 16' 32'
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
1/16" = 1'-0"
6/17/2024 2:36:55 P
M
AR1.00
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

SITE PLAN

BESPOKE
1/16" = 1'-0"
SITE PLAN - FLOOR 1 PLAN 1
1177 of 11211
UP
DN
36 Bikes
UP
UP
12 Bikes 16 Bikes
24 Bikes
AR3.10
2 AR3.10
1 RAMP DN
407 SF

LEASING OFFICE
368 SF

YOUTH ROOM
200 SF
MENS
212 SF
WOMENS
539 SF

ELECTRICAL
3 AR3.20
____________
419 SF

PREP KITCHEN
STAIR 2
1 AR3.20
____________
2 AR3.20
____________
AR3.01
2 AR3.01
1 1
AR3.21
____________
2 AR3.21
____________
789 SF

BIKE ROOM
253 SF

SELF HELP STORAGE
1,888 SF

SELF HELP / HICAP OFFICE
771 SF
LOBBY
2,525 SF

DINING ROOM
ELEV
11' - 0 3/4"
321 SF

BREAK ROOM
103 SF

ELEV MECH
310 SF

RESIDENT SERVICES
323 SF

UTILITY ROOM

CORRIDOR
108 SF

SECURE STORAGE
5' - 0" 15' - 8" 5' - 0" 15' - 8" 5' - 0" 15' - 8" 5' - 0" 15' - 8" 5' - 0" 15' - 8" 5' - 0" 1' - 2 1/4" 4' - 0" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 1 3/4" 5' - 0" 16' - 6 1/4" 2' - 3" 576 SF

TRASH TERMINATION
STAIR 1
1' - 3"
361 SF

MAINTENANCE

GARAGE ENTRY
FIX-IT
5' - 6"

1.05 1.10

1.12 1.11

1.13 1.23

1.24 1.22

1.17 1.34

1.33 1.32

1.07 1.19

1.03 1.37

1.36 1.35

1.01 1.02

1.40 1.38

1.04 5' - 6"
5' - 0"
74 SF

CLASSROOM STORAGE
70 SF

RESTROOM
3CY
3CY
3CY
8' - 6"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING
PLs
PLw
GARAGE RAMP6"
108' - 6"
145' - 0"
4' - 0"
S. RAILROAD AVENUE
E. 4TH AVENUE
S4
S5 S6
S4
S3
S2
S1
IS1 IS1 IS1

DISTANCE TO MAIN
BUILDING ENTRANCE = 96'-0"
MAIL
5' - 0"
5' - 1"
244"
174"
3' - 8"
15' - 2"

1.08 5' - 8"
PLe
PLn
4 AR3.20
____________
15' - 2"

4.9% 4.9%
5' - 6"

4.6%

4.9%

4.9%

4.6% 18.0%
1 4.9%
133 SF

JANITOR CLOSET

1.06 1.16

PACKAGE

LOCKERS

9.0%

4.9%
S6
S5
3CY
3CY 3CY
1/27/2022 11:45:41 AM
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PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/16" = 1'-0"
6/17/2024 2:36:56 PM
AR2.01
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
FLOOR 1

BESPOKE
3/16" = 1'-0"
PLANNING - BUILDING PLAN - FLOOR 1 1
1178 of 11211

RAILROAD AVE
UP
UP DN
AR3.10
2 AR3.10
1 ELEVATOR
800 SF
B2.1
430 SF
S2.0
3 AR3.20
____________
1 AR3.20
____________
2 AR3.20
____________
960 SF
C1.1
1,235 SF
C2.1
AR3.01
2 AR3.01
1 43' - 3 1/4"
56' - 3 3/8"
4' - 4 3/8"
7' - 9 1/4"
29' - 10"

CORRIDOR
1 AR3.21
____________
2 AR3.21
____________
907 SF
B1.1
4,271 SF

AMENITY TERRACE
404 SF
S3.0
517 SF

LAUNDRY ROOM
1,631 SF

COMMUNITY ROOM
450 SF
A1.1
17' - 9 5/8"
108' - 4"
64' - 11 3/4"
494 SF
A4.1
550 SF
A5.0

IDF CLOSET
20' - 0 1/4"
5' - 0"
381 SF
S1.0
5' - 0"
540 SF
A6.0
10' - 8"
STAIR 2
AR0.42
2 2.03

2.06 2.11

2.12 2.13

2.05 2.04

2.01 2.02

CORRIDOR

2.15 H.E.

H.E.
1' - 2 1/4" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5 3/4"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING
PLs
PLw
4' - 0" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 9 3/4" 5' - 8" 5' - 0" 21' - 10 1/8"
STAIR 1
5' - 0"
5' - 9"
8' - 6"
1' - 1 1/8"
S. RAILROAD AVENUE
E. 4TH AVENUE
B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3
B3
B3
B3
B3
B3
B3
B3
B4
B4
B4
B3
B4
A2
B3
B3
B3
A1
A2
B4
2 AR3.05
1 AR3.05
3' - 5"
4 3/4"2' - 0"1' - 11 7/8" 5' - 8"
2' - 7" 5' - 8" 3' - 5 1/2" 2' - 0"
8 1/8"
AR0.42
3 PLe
PLn
125' - 11 3/4"
4 AR3.20
____________
1 4" 4"
10'-3 3/4" 2'-9 3/4" 10'-1 1/2" 8 1/2" 9'-1 1/8" 4 7/8" 9'-11 1/2" 8 1/2" 15'-10" 8 1/2" 9'-8 1/8" 1'-6 1/4" 8 1/4" 9'-7" 4 7/8" 8'-3" 8 1/2" 12'-5" 8 1/2" 19'-7 1/4" 1/27/2022 11:45:41 AM
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CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/16" = 1'-0"
6/17/2024 2:37:00 PM
AR2.02
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
FLOOR 2

BESPOKE
3/16" = 1'-0"
PLANNING - BUILDING PLAN - FLOOR 2 1
1179 of 11211
AR3.10 2
AR3.10 13
AR3.20
____________
1 AR3.20
____________
2 AR3.20
____________
AR3.01 2
AR3.01 1
1 AR3.21
____________
2 AR3.21
____________

ELEVATOR
960 SF
C1.0
569 SF
A3.0
855 SF
B4.0
565 SF
A2.0
540 SF
A1.0
1,240 SF
C2.0
798 SF
B2.0

IDF CLOSET
907 SF
B1.0
854 SF
B3.0
936 SF
C4.0

3.03 3.06

3.07 3.01

3.05 3.02

3.04 506 SF
A4.0

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING
PLs
PLw
56' - 3 3/8"
4' - 4 3/8"
7' - 9 1/4" 29' - 9 3/4"
17' - 9 7/8"
108' - 4"
64' - 11 3/4"
5' - 0 1/2"
10' - 8"
21' - 10 1/8"
5' - 0"
CL
9' - 5 3/8"
5' - 1"
5 3/4" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 1' - 2 1/4" S. RAILROAD AVENUE
E. 4TH AVENUE
B1
B2
B2
A1
B2
B2
B2
B2
B2
B2
B2
B2
B2 B2 B2 B2 B2
B2 B2 B2
B2
B2
B2
B2
B2
B2
B2
B2
B2 B2 B2
B2
B2
3' - 1" 5' - 8" 3' - 3 3/4" 5' - 8" 3' - 4" 5' - 8" 3' - 1" 10' - 5 1/4"
10' - 11 7/8"
2' - 5 3/4" 5' - 8" 3' - 4" 5' - 8" 8 1/8"
2' - 0"1' - 11 7/8" 5' - 8" 4' - 8 3/4" 5' - 8" 1' - 4 3/4" 3' - 2 3/4" 5' - 8" 4' - 8 3/4" 5' - 8" 4' - 8 3/4" 5' - 8" 4' - 8 3/4" 5' - 8" 4' - 8 3/4" 5' - 8" 2' - 8 7/8" 2' - 0"
1' - 0 3/4"
A1
A1
STAIR 1
PLe
PLn
4 AR3.20
____________
STAIR 2
125' - 11 3/4"
20' - 0 1/4"49' - 3 1/4" 15' - 8 3/4"
65' - 0"
5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 9 3/4" 5' - 8" 5' - 0" B2 B2
A1
B2
920 SF
C3.0
1 4' - 0"
5'-0" 15'-8" 5'-0" 15'-8" 5'-0" 15'-8" 5'-0" 15'-8" 5'-0" 15'-8" 5'-0" 9'-6" 4 3/4" 8'-6" 4 3/4" 10'-0"
5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 1 3/4" 5' - 0" 56'-3 3/8"
7'-5"
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
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PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/16" = 1'-0"
6/17/2024 2:37:02 PM
AR2.03
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
FLOORS 3-7

BESPOKE
3/16" = 1'-0"
FLOOR 3-7 PLAN
1 1180 of 11211
DN
AR3.10 2
AR3.10 13
AR3.20
____________
1 AR3.20
____________
2 AR3.20
____________
AR3.01 2
AR3.01 1

2.1%

2.1%

2.1%

2.1%

2.5%

3.8% 3.8% 2.5% 2.5%

3.0% 3.0% 2.5%
+76'-3"

2.4%

3.3%

2.7%

8.5%

2.9%

2.4%

4.2%

2.8%

4.2%

2.8%
TOTAL ROOF AREA: 11,468 SF
SOLAR READY AREA MIN 15%
SOLAR READY AREA: 1720 SF

NO PENETRATION ZONE
4'-0" EACH SIDE OF 3HR WALL BELOW
9' - 0"

EBMS ACCESS ZONE
5'-0" @ PERIMETER WALLS
5' - 0"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING

SKID MOUNT WATER HEATER
PLs
PLw
4' - 4 3/8"
7' - 9 1/4"
29' - 9 3/4"
17' - 9 7/8"
20' - 0 1/4"
21' - 10 1/8"
135' - 4"
S. RAILROAD AVENUE
E. 4TH AVENUE

1.9%
PLe
PLn
4 AR3.20
____________
STAIR 1
1 1/27/2022 11:45:41 AM
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/16" = 1'-0"
6/17/2024 2:37:02 PM
AR2.04
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

ROOF PLAN

BESPOKE
3/16" = 1'-0"

PLANNING - ROOF PLAN
1 1181 of 11211

WINDOW & STOREFRONT
'ARCH BRONZE'
DRAGON'S BREATH BM 1547

PAINT - PRIMARY
"TWISTED OAK", OR SIM.

BM 226

PAINT - SECONDARY & TRIM
"KITTY GRAY", OR SIM.

BM 1589
ABD
1 BRICK VENEER, COLOR: LIGHT
TAN / WHITE OR SIM. @ 4TH &

RAILROAD ELEVATIONS ONLY
2 METAL PANELS (ALT - SMOOTH

CEMENT PLASTER)
COLOR: BLACK OR SIM.

CEMENT PLASTER, SMOOTH SAND
(SAMPLE FOR TEXTURE ONLY) 3

RECESSED VINYL NAIL FIN

WINDOWS
COLOR: BLACK OR SIM. 4

MTL AWNING, PAINTED

BUILDING SIGNAGE

STOREFRONT TO MATCH VINYL
WINDOW COLOR 79 GARAGE ACCESS

RESIDENTIAL ENTRANCE

DOWNWARD LIT BUILDING SCONCE
FOAM TRIM W/ PLASTER COAT, PTD, OR SIM.

SHEET METAL, OR SIM.

METAL RAILING & PLANTED AREA

BRICK SOLDIER COURSE

NOT USED

BLOCK GLASS

METAL BRACKETS

REVEAL JOINT

ACCENT TILE
10 11
125
68 13
14 15
16 PAINT - SECONDARY
"HUSHED HUE", OR SIM.

BM 1520
C
17 18
19 FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
16' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 3D 1489 112D 175 156D17
3C
12 13D
1 4A
8 12
183B
19 3D
12DD .
81' - 0"
T.O. PARAPET
D
3D
FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 5' - 0"
81' - 0"
8 D
56D1 11
2 3CD
A
10 4
7 13
15 17
3B
18 3D
19 12
12 12D .
81' - 0"
T.O. PARAPET
1/27/2022 11:45:41 AM
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:37:05 PM
AR3.01
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

BUILDING MATERIAL

ELEVATIONS

BESPOKE
3/32" = 1'-0"

MATERIAL ELEVATION EAST - S RAILROAD AVENUE
2 3/32" = 1'-0"
MATERIAL ELEVATION NORTH - E 4TH AVENUE
1 1
RAILROAD AVE.

E 4TH AVE
2 1182 of 11211
1/27/2022 11:45:41 AM
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/32" = 1'-0"
6/17/2024 2:37:07 PM
AR3.02
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

PERSPECTIVE VIEW

RENDERINGS

BESPOKE
S RAILROAD & E 5TH AVENUE 3 S RAILROAD & E 4TH AVENUE 1 RAILROAD AVE.

E 4TH AVE
3 1
RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
2 BLOCK ELEVATION - E 4TH AVENUE 1
FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT

PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS
1183 of 11211

WINDOW & STOREFRONT
'ARCH BRONZE'
DRAGON'S BREATH BM 1547

PAINT - PRIMARY
"TWISTED OAK", OR SIM.

BM 226

PAINT - SECONDARY & TRIM
"KITTY GRAY", OR SIM.

BM 1589
A
B
D
1 BRICK VENEER, COLOR: LIGHT
TAN / WHITE OR SIM. @ 4TH &

RAILROAD ELEVATIONS ONLY
2 METAL PANELS (ALT - SMOOTH

CEMENT PLASTER)
COLOR: BLACK OR SIM.

CEMENT PLASTER, SMOOTH SAND
(SAMPLE FOR TEXTURE ONLY)
3 RECESSED VINYL NAIL FIN

WINDOWS
COLOR: BLACK OR SIM.
4 MTL AWNING, PAINTED

BUILDING SIGNAGE

STOREFRONT TO MATCH VINYL

WINDOW COLOR
7 9 GARAGE ACCESS

RESIDENTIAL ENTRANCE

DOWNWARD LIT BUILDING SCONCE
FOAM TRIM W/ PLASTER COAT, PTD, OR SIM.

SHEET METAL, OR SIM.

METAL RAILING & PLANTED AREA

BRICK SOLDIER COURSE

NOT USED

BLOCK GLASS

METAL BRACKETS

REVEAL JOINT

ACCENT TILE
10 11
12 5 6
8 13
14 15
16 PAINT - SECONDARY
"HUSHED HUE", OR SIM.

BM 1520
C
17 18
19 1
2 D
A
11 7
3 B
4 6 D
8 15
5 A
8 8
15 4 A
3 D
3 C
3 D
17 10
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PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
12" = 1'-0"
6/17/2024 2:37:08 PM
AR3.03
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

MATERIAL BOARD

BESPOKE
PERSPECTIVE - E 4TH AVENUE 1
FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT

PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS
1184 of 11211
HABITABLE AREA: 85 SF
NET GLAZED AREA: 30 SF
GLAZED AREA: 35%
HABITABLE AREA: 116 SF
NET GLAZED AREA: 30 SF
GLAZED AREA: 26%
HABITABLE AREA: 305 SF
NET GLAZED AREA: 30 SF
GLAZED AREA: 10%
HABITABLE AREA: 112 SF
NET GLAZED AREA: 20 SF
GLAZED AREA: 18%
HABITABLE AREA: 155 SF
NET GLAZED AREA: 30 SF
GLAZED AREA: 19%
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
1/4" = 1'-0"
6/17/2024 2:37:09 PM
AR3.05
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

UNIT NATURAL LIGHT

CONDITIONS

BESPOKE
1/4" = 1'-0"
B2.1 (LEVEL 2) - GLAZING
1 1/4" = 1'-0"
A1.1 (LEVEL 2) - GLAZING
2 A
B
C
A
B
BA
BA
C
RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
LEVEL 2

COURTYARD
LEVEL 2

COURTYARD
FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT

PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS
1185 of 11211
◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆◆◆
HABITABLE AREA: 89 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 47%
HABITABLE AREA: 118 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 36%
HABITABLE AREA: 307 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 14%
HABITABLE AREA: 115 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 37%
HABITABLE AREA: 223 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 19%
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
1/4" = 1'-0"
6/17/2024 2:37:10 PM
AR3.06
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

UNIT NATURAL LIGHT

CONDITIONS

BESPOKE
A
B
C
A
B
BA
BA
C
RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
LEVELS 3-7
LEVELS 3-7
1/4" = 1'-0"
B2.0 (LEVELS 3-7) - GLAZING
1 1/4" = 1'-0"
A1.0 (LEVELS 3-7) - GLAZING
2 FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT

PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS
1186 of 11211
A. U.O.N. DIMENSIONS ARE TO FACE OF STUD OR
FOUNDATION WALL, TYP. (FOR TYPE III OR TYPE V)

FOR METAL-FRAMED BUILDINGS THE DIMENSIONS
ARE TO THE FACE OF DRYWALL.

B. SITE ELEVATION HEIGHT OF XXX.XX' = 0'-0" DATUM.

C. SEE A0.2X FOR ACCESSIBILITY AND ADAPTABILITY
REQUIREMENTS.

SEE SHEET A10.X FOR WALL TYPE SCHEDULE AND
TYPICAL ASSEMBLIES.

D. SEE LANDSCAPE DRAWINGS FOR INFORMATION

REGARDING THE GRADING OF ALL EXTERIOR
AREAS.

REFER TO 1/4" STAIR DRAWINGS FOR INFORMATION
NOT SHOWN HERE.

E. G.C. SHALL COORDINATE PLUMBING & MECHANICAL

VENTS TO MINIMIZE ROOF PENETRATIONS AS
PERMITTED BY CBC.

F. G.C. TO COORD. AND INSTALL VENTING FOR ALL

CONCEALED ROOF AREAS AND OTHER FRAMED
VOIDS.

G. ROOF SLOPES NOTED ARE MINIMUMS. ROOF

SLOPES OF CRICKETS ARE SHOWN

DIAGRAMMATICALLY ON ROOF PLANS AND MAY
EXCEED 1/4"/1'-0",TO ACHIEVE PROPER ROOF
DRAINAGE AS SHOWN. G.C. TO INCLUDE AND

COORDINATE ROOF CRICKETS IN FIELD FOR

PROPER DRAINAGE N ACCORDANCE WITH CODE
AND ROOF MANUFACTURER'S WARRANTY.

H. G.C. SHALL PROVIDE SAFETY GLAZING IN ALL
LOCATIONS REQUIRED BY CBC SECTION 2406 AND
AS REQUIRED BY CHAPTER 7.

I. G.C. SHALL INCLUDE GSM FLASHING AT ALL
MATERIAL TRANSITIONS. ALL GSM FLASHING SHALL

BE GALVANIZED OR BONDERIZED AND PAINTED OR

RECEIVE COATINGS TO MATCH SURROUNDING
MATERIALS.

J. CONCRETE CURBS SHALL BE INCLUDED AS

INDICATED IN ARCHITECTURAL DRAWINGS IN

ADDITION TO CURBS SHOWN ON STRUCTURAL
DRAWINGS.

K. THRESHOLDS MUST BE COMPLIANT AT ALL
INTERIOR AND EXTERIOR DOORS, MAX 1/2" HEIGHT.

L. PROVIDE BUILT-UP EPOXY GROUT LEVELING

COMPOUND AT DECKS AS REQ'D TO PROVIDE
LEVEL SURFACE AND 1/2" MAX THRESHOLD.

FEATHER LEVELING COMPOUND INTO DECK
SURFACE AT MAX. 2% SLOPE.

M. THE G.C. SHALL INCLUDE IN THE GMP THE LABOR

AND MATERIALS TO PROVIDE A COMPLETE COLD

FORMED METAL FRAMED AND GYPSUM WALL
BOARD WALL AND CEILING SYSTEM. NOT EVERY

ASPECT OF EVERY GYPSUM WALLBOARD DETAIL,

ACCESSORY, TRANSITION OR TERMINATION DETAIL
IS INDICATED IN THE CONTRACT DOCUMENTS.

N. ACOUSTIC SEALANT WHERE INDICATED IN

DRAWINGS AND SPECS SHALL BE FIRE RATED AND

INSTALLED TYPICALLY THROUGHOUT THE PROJECT

AS REFERENCED IN THE CONTRACT DOCUMENTS,
AND IN THE ACOUSTICAL REPORTS.

O. G.C. TO COORDINATE AND VERIFY ELEVATION OF
TOP OF SLAB. GC TO PLACE CONCRETE STEP
SUCH THAT FINISH SIDEWALK IS LEVEL W/ T.O.S.

P. ALL WINDOWS U.O.N. SHALL BE DOUBLE PANE

INSULATING GLASS FILLED WITH ARGON GAS &
HAVE A LOW-E COATING. SEE SHEET A10.40 FOR
WINDOW SCHEDULE.

Q. ADDRESS SIGNAGE ON BUILDING ELEVATION SHALL

BE CLEARLY VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. EACH CHARACTER
SHALL BE A MINIMUM OF 4" HIGH AND WITH A
MINIMUM STROKE WIDTH OF 1/2" WIDE, INSTALLED
ON A CONTRASTING BACKGROUND PER CBC 501.2
R. ALL EXTERIOR MATERIALS RETURN TO THE NEXT
INSIDE CORNER U.O.N.

GENERAL NOTES
FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" . 81' - 0"
T.O. PARAPET
81' - 0"
EXISITING GRADE @
PL CORNER = 98.10' EXISITING GRADE @ PL EDGE = 99.72' BUILDING HEIGHT FROM EXISTING GRADE AT PROPERTY CORNER 75' - 10 1/2" BUILDING HEIGHT FROM EXISTING GRADE AT PROPERTY EDGE 74' - 3" 80' - 10 1/2" 85' - 4 1/2" FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE.
81' - 0"
T.O. PARAPET
16' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 5' - 0" 4' - 6" 81' - 0"
76' - 0"
EXISITING GRADE @ PL EDGE = 97.38' EXISITING GRADE @ PL CORNER = 98.10' BUILDING HEIGHT FROM EXISTING GRADE AT PROPERTY CORNER 75' - 10 1/2" = CIVIL 97.97'

BUILDING HEIGHT FROM EXISTING GRADE AT PROPERTY EDGE
76' - 7 1/8"
86' - 1 1/8"
81' - 7 1/8"
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:37:13 PM
AR3.10
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

BUILDING ELEVATIONS

BESPOKE
1/8" = 1'-0"
BUILDING ELEVATION NORTH - E 4TH AVENUE
1 SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED ON THIS

SHEET, AND MAY NOT APPEAR IN NUMERICAL ORDER
1/8" = 1'-0"

BUILDING ELEVATION EAST - S RAILROAD AVENUE
2 1187 of 11211
FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE

BASEMENT
-15' - 0"
T.O. SLAB
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
3 AR3.20
____________
2 AR3.20
____________
A4.0
A4.1 ELEVATOR
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 15' - 0"

TYPE I-A TYPE III-A
A1.0
LOBBY

DINING ROOM
A1.1
GARAGE
GARAGE
PLw

SEE COMMERCIAL DRAWINGS

COMMERCIAL OFFICE BUILDING

RESIDENTIAL

SCOPE BOUNDARY
.
81' - 0"
T.O. PARAPET
76' - 0"

S RAILROAD
AVENUE
SEE AR3.21 FOR STREET WALL
ENCROACHMENTS 75' - 0" HEIGHT LIMIT W/ SIGNIFICANT PUBLIC BENEFIT* 55' - 0" HEIGHT LIMIT W/O SIGNIFICANT PUBLIC BENEFIT* A1.0
A1.0
A1.0
A1.0A4.0
A4.0
A4.0
A4.0
*MEASURED FROM

LOWEST POINT OF
EXISTING GRADE = 97.38'
PLe
STAIR 2

ELECTRICAL

HORIZONTAL UTILITY
SHAFT

RESIDENT SERVICES
STAIR 2
FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE

BASEMENT
-15' - 0"
T.O. SLAB
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 1 AR3.20
____________
C2.1
C2.0

SELF HELP / HICAP
OFFICE

AMENITY TERRACE
GARAGE

UTILITY ROOM
C2.0
C2.0
C2.0
C2.0 B2.0
B2.0
B2.0
B2.0
B2.0
B2.1
PLs

GARAGE RAMP

SEE COMMERCIAL DRAWINGS

COMMERCIAL OFFICE BUILDING

RESIDENTIAL

SCOPE BOUNDARY
.
81' - 0"
T.O. PARAPET
76' - 0"
E 4th AVENUE
SEE AR3.21 FOR STREET WALL
ENCROACHMENTS 75' - 0" HEIGHT LIMIT W/ SIGNIFICANT PUBLIC BENEFIT* 55' - 0" HEIGHT LIMIT W/O SIGNIFICANT PUBLIC BENEFIT*

BIKE ROOM
*MEASURED FROM

LOWEST POINT OF
EXISTING GRADE = 97.38'
PLn 4
AR3.20
____________
STAIR 2
1 FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE

BASEMENT
-15' - 0"
T.O. SLAB
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
1 AR3.20
____________

DINING ROOM
C1.0
C1.0
C1.0
A4.1
A4.0
A4.0
A3.0
A3.0
A3.0
A3.0
A3.0
B3.0
B3.0
B3.0
B3.0
B3.0
STAIR 1
GARAGE

PREP KITCHEN

TRASH TERMINATION
C1.0
C1.0
C1.1
A4.0
A4.0
A4.0
S1.0S3.0 A5.0 S2.0 A6.0

SEE COMMERCIAL DRAWINGS
PLs

COMMERCIAL OFFICE BUILDING

RESIDENTIAL

SCOPE BOUNDARY
.
81' - 0"
T.O. PARAPET
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 76' - 0"
E 4th AVENUE
SEE AR3.21 FOR STREET WALL
ENCROACHMENTS 75' - 0" HEIGHT LIMIT W/ SIGNIFICANT PUBLIC BENEFIT* 55' - 0" HEIGHT LIMIT W/O SIGNIFICANT PUBLIC BENEFIT* *MEASURED FROM

LOWEST POINT OF
EXISTING GRADE = 97.38'
PLn
4 AR3.20
____________
C3.0
C3.0
C3.0
C3.0
C3.0
1 FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE

BASEMENT
-15' - 0"
T.O. SLAB
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
3 AR3.20
____________
2 AR3.20
____________
PLw
.
81' - 0"
T.O. PARAPET
PLe
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 15' - 0"

TYPE I-A TYPE III-A
GARAGE

COMMERCIAL OFFICE BUILDING

RESIDENTIAL

SCOPE BOUNDARY
76' - 0"

S RAILROAD
AVENUE
SEE AR3.21 FOR STREET WALL
ENCROACHMENTS 75' - 0" HEIGHT LIMIT W/ SIGNIFICANT PUBLIC BENEFIT* 55' - 0" HEIGHT LIMIT W/O SIGNIFICANT PUBLIC BENEFIT* *MEASURED FROM

LOWEST POINT OF
EXISTING GRADE = 97.38'

AMENITY TERRACE

SELF HELP / HICAP
OFFICE

GARAGE RAMP

GARAGE ENTRY
A6.0
C4.0
C4.0
C4.0
C4.0
C4.0

FIRE PUMP ROOM
C3.0

2.1%
8' - 11 3/8"
C3.0
C3.0
C3.0

COMMUNITY ROOM
C3.0
21' - 8 1/4" 10' - 0" 66' - 0" 10' - 0"
MIN
CLR.
8' - 2"

4.6% 9.0%

18.0%

9.0% [No Slope]
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/32" = 1'-0"
6/17/2024 2:37:26 PM
AR3.20
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

BUILDING SECTIONS

BESPOKE
3/32" = 1'-0"
BUILDING SECTION 1
3/32" = 1'-0"
BUILDING SECTION 3
3/32" = 1'-0"
BUILDING SECTION 2
3 RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
1 2
3/32" = 1'-0"
BUILDING SECTION 4
RAILROAD AVE.

E 4TH AVE
4 1188 of 11211
33" x 2"
30" R
X 30"48"
REF 30" 30"
X 48"
70' - 0" PUBLIC R.O.W.

E 4th AVENUE

MIDPOINT OF ROW
23' - 0"

SIDEWALK
12' - 0" 38' - 6"
45°

UNIT UNIT

UNIT UNIT

UNIT UNIT

UNIT UNIT

UNIT UNIT

UNIT UNIT
42' - 7 5/8"

SEE PLANS FOR RESIDENTIAL

AREA WITHIN STREET WALL

SETBACK AT EACH LEVEL
55' - 0"
.
81' - 0"
T.O. PARAPET
PLn 1
20' - 0" PUBLIC R.O.W.

S RAILROAD
AVENUE
MIDPOINT OF R.O.W.
5' - 0" SIDEWALK
5' - 0"

UNITUNIT

UNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT

AMENITY
UNIT
UNIT
LOBBY
GARAGE

SEE PLANS FOR RESIDENTIAL

AREA WITHIN STREET WALL
SETBACK AT EACH LEVEL55' - 0" 76' - 0" 5' - 0"
GARAGE
STAIR

PENTHOUSE
.
81' - 0"
T.O. PARAPET
PLe
45°
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
2,629 SF
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
3,982 SF
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
6,155 SF
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
7,954 SF
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
9,570 SF
<150' PER SMMC 27.40.030
135' - 6"
<150' PER SMMC 27.40.030
108' - 6"
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
10,480 SF
<150' PER SMMC 27.40.030
135' - 6"
<150' PER SMMC 27.40.030
108' - 6"
PLs
PLw
PLe
PLn 1
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:37:38 PM
AR3.21
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

STREET WALL SECTION

EXHIBITS

BESPOKE
3/32" = 1'-0"
STREET WALL SECTION - E 4TH AVENUE 1
3/32" = 1'-0"
STREET WALL SECTION - S RAILROAD AVE 2
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 2 3
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 3 4
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 4 5
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 5 6
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 6 7
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 7 9
1189 of 11211
DIMENSIONS NOTED ARE NOMINAL SIZES; CONTRACTOR TO

PREPARE SHOP DRAWINGS WITH ROUGH OPENING, FRAME

AND JAMB, SILL AND HEAD DETAILS AT FULL SCALE FOR
REVIEW AND APPROVAL.

GC TO COORDINATE WINDOW SUBMITTAL & FIELD VERIFY
ROUGH OPENING SIZES PRIOR TO PURCHASE.

MINIMUM STC RATING SHALL BE 28, UNLESS OTHERWISE
NOTED. SEE REQUIRED STC RATINGS ON SHEET A0.12 FOR
STC RATING LOCATIONS. STC RATING IS FOR FULL WINDOW

ASSEMBLIES (GLASS AND FRAME)- NOT GLASS
EXCLUSIVELY.

GC SHALL PROVIDE "WINDOW HANDING," QUANTITY AND

LOCATION OF ALL OPERABLE WINDOWS PER THE
ELEVATIONS.

SASHES NOTED AS EGRESS, EMERGENCY ESCAPE AND

RESCUE OPENINGS, SHALL HAVE A MINIMUM NET CLEAR
OPENING OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR
OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM
NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20".

OPENING SHALL HAVE THE FINISHED SILL HEIGHT NOT
GREATER THAN 44" ABOVE FINISHED FLOOR.

USE TEMPERED GLAZING AT PANELS: (1) WITHIN A 24 INCH

ARC OF AN ADJACENT DOOR AND WHERE THE BOTTOM
EDGE OF THE PANEL IS LESS THAN 60 INCHES THE
WALKING SURFACE; (2) WHERE AN INDIVIDUAL PANE IS
GREATER THAN 9 SQ FT IN AREA, WITH A BOTTOM EDGE
LESS THAN 18 INCHES ABOVE THE FLOOR; EXPOSED TOP
EDGE GREATER THAN 36" ABOVE THE FLOOR; AND ONE OR
MORE WALKING SURFACE(S) WITHIN 36 INCHES

HORIZONTALLY OF THE PLANE OF THE GLAZING SHALL BE
SAFETY GLAZED (I.E. TEMPERED) PER CBC 2406. TEMPERED

PANES SHOWN IN THE SCHEDULE ARE NOT MEANT TO

DESIGNATE EVERY CONDITION REQUIRING TEMPERED
GLAZING. CONTRACTOR TO COORDINATE AND IDENTIFY IN

SHOP DRAWINGS ALL LOCATIONS REQUIRING TEMPERED
GLAZING.

SAFETY GLAZING REQUIRED AT LOCATIONS WHERE
BOTTOM EDGE OF WINDOW IS LESS THAN 60" ABOVE A

STANDING SURFACE AND DRAIN INLET IN A BUILDING WALL
WHICH ENCLOSES A TUB OR SHOWER PER CBC 2406.4.5.

GLASS SUBJECT TO HUMAN IMPACT, UNEVEN HEATING,

AND IN HEAVY TRAFFIC AREAS, SHALL BE OF SAFETY

GLAZING MATERIAL (LAMINATED, UNLESS OTHERWISE

NOTED) WHERE REQUIRED AND SHALL MEET LOCAL, STATE

AND FEDERAL REQUIREMENTS SUBJECT TO CBC SECTION
2406.

GLASS IN GLAZED STOREFRONTS, GLAZED CURTAIN WALLS

AND GLAZED PARTITIONS SHALL MEET THE SEISMIC REQ'TS
OF ASCE 7, SECTION13.5.9 CBC 2404.

SEE SPECIFICATIONS AND ENERGY COMPLIANCE REPORTS

FOR MINIMUM U-VALUES AND SOLAR HEAT GAIN
COEFFICIENTS. SEE SPECIFICATIONS FOR OTHER

INFORMATION, INCLUDING GLAZING AND WINDOW STC
REQUIREMENTS.

BACKSTOP ALL GLAZING AND PANELS.

GENERAL NOTES
A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

SHEET NOTES 1 OPERABLE WINDOW

ALUMINUM WINDOW

STOREFRONT WINDOW SYSTEM

ALUMINUM WINDOW WALL SYSTEM

DOOR, SEE DOOR SCHEDULE

OFFSET GLAZING AT STOREFRONT WINDOW

COMPOSITE ALUMINUM METAL PANEL, SEE WINDOW

DETAILS

VINYL WINDOW

DENOTES TEMPERED GLAZING

DENOTES EGRESS WINDOW

SPANDREL PANEL
234567
TEE
SP8
T.O. SLAB OR GYPCRETE
B2 B1 A1
+0'-0"
+3'-6"
T.O. OPERABLE SILL
+7'-6"
T.O. WINDOW
7' - 0"
2' - 0"
7' - 0"
2' - 6" 4' - 6"2' - 6" 4' - 6"
1' - 10" 3' - 10"
5' - 8"
2' - 6" 4' - 6"
7' - 0"
2' - 10" 2' - 10"
5' - 8" 5' - 8"
2' - 10" 2' - 10"
6' - 0"
2' - 6" 3' - 6"
B3 A2
2' - 0"
5' - 0"
5' - 8"
5' - 0"
2' - 10" 2' - 10"
B4

AT COURTYARD
3' - 0"
1' - 0"
1' - 0"
1' - 0"

AT COURTYARD
3' - 0"
1' - 0"
FLOOR 1
0' - 0"

PROJECT DATUM
S1
13' - 9 1/4"
15' - 8"

CLCLCLCL

EQ EQ EQ EQ EQ

CL CL CL CL
3' - 0"
1' - 6"
1' - 10 3/4" 5' - 5 1/4" 1' - 11 1/4" 8 3/4"
S2
CLCLCL
1' - 9 5/8" 3' - 1 1/4" 3' - 1 1/4" 1' - 9 5/8"
IS1
9' - 6"
10' - 0"
CL
8' - 1 1/4" 1' - 10 3/4"
CLCL
3' - 3 3/4" 3' - 2 1/4" 3' - 0"
3'-6 5/8"
S4

CLCLCLCL

EQ EQ EQ EQ EQ
15' - 8"
5" 2 1/2"
CL
3' - 3 3/4" 1' - 6 5/8"
4' - 10 3/8"
3' - 4 1/8"
S6

EQ EQ EQ EQ EQ
15'-2"
2'-8" 5'-5 1/4" 1'-10 3/4"
1'-6"
3'-0"
14'-6"
EQ EQ
5'-3 3/8"
FLOOR 1
0' - 0"

PROJECT DATUM
S5

EQ EQ EQ EQ EQ
15'-2"
5"
3'-4 1/8" 3'-6 5/8"
S3
15'-8"

EQ EQ EQ EQ EQ
2'-8" 5'-5 1/4"
1'-10 3/4"
1'-6" 3'-0"
14'-6"
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:37:41 PM
AR10.40
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

WINDOW SCHEDULE

BESPOKE
1/4" = 1'-0"

WINDOW SCHEDULE
1/4" = 1'-0"

STOREFRONT SCHEDULE
2 1190 of 11211
3/4" MDF SILL,

PAINTED SHIM FLAT

AND LEVEL
VINYL WINDOW W/ 1 3/8" BACKSET
1/4" SEALANT JOINT

GSM SILL PAN W/

END DAMS, SET IN

BED OF SEALANT
3/8" SEALANT JOINT

CASING BEAD
1x6 FIRE-RETARDANT
-TREATED BLOCKING
SASM
CEM. PLAS. FINISH
CONTIN. INSULATION
WRB

GYP SHEATHING

METAL FRAMING
VINYL WINDOW W/ 1 3/8" BACKSET

WRAP GWB INTO JAMB
J-BEAD & 1/4"

SEALANT JOINT

SEALANT JOINT
3/8" SEALANT
JOINT

CASING BEAD
1x4 FIRE-RETARDANT
-TREATED BLOCKING
SASM
CEM. PLAS. FINISH
CONTIN. INSULATION
WRB

GYP SHEATHING

METAL FRAMING
3/4" MDF SILL,

PAINTED SHIM FLAT

AND LEVEL
VINYL WINDOW W/ 1 3/8" BACKSET
1/4" SEALANT JOINT

GSM SILL PAN W/

END DAMS, SET IN

BED OF SEALANT
1x FIRE-RETARDANT
-TREATED BLOCKING
CONTIN. INSULATION
WRB

GYP SHEATHING
6"

ARCHITECTURAL

GRADE SHAPED

METAL WINDOW

SILL W/ HEMMED

EDGE FINISH

IDENTICAL TO ACM
PANELS

ALUMINUM

COMPOSITE METAL
(ACM) PANEL -

RAINSCREEN SYSTEM

ACM SYSTEM

EXTRUSIONS
3/8" SEALANT JOINT
VINYL WINDOW W/ 1 3/8" BACKSET

WRAP GWB INTO JAMB
J-BEAD & 1/4"

SEALANT JOINT

SEALANT JOINT
3/8" SEALANT

AND BACKER
ROD
1x FIRE-RETARDANT
-TREATED BLOCKING
SASM
CONTIN. INSULATION
WRB

GYP SHEATHING
6"

THERMALLY
BROKEN

ASSEMBLY SYSTEM

ACM SYSTEM

EXTRUSIONS

ACM REVEAL

ALUMINUM

COMPOSITE

METAL (ACM)

PANEL -

RAINSCREEN
SYSTEM

METAL FRAMING

GYP SHEATHING
WRB
CONTIN. INSULATION
CEM. PLAS. FINISH
1x6 FIRE-RETARDANT
-TREATED BLOCKING,
CHAMFER TOP @ 1:1
SASM

PLASTER SCREED

FLASHING W/ WEEP

HOLES (STOCKTON
SSF #3), SET IN

SEALANT

SEALANT JOINT
J-BEAD & 1/4"

SEALANT JOINT

WRAP GWB INTO HEAD
VINYL WINDOW W/ 1 3/8" BACKSET

GYP SHEATHING
WRB
CONTIN. INSULATION
1x FIRE-RETARDANT
-TREATED BLOCKING,
CHAMFER TOP @ 1:1
SASM

WRAP GWB INTO HEAD
VINYL WINDOW W/ 1 3/8" BACKSET

GSM HEAD

FLASHING W/

HEMMED EDGE

SET IN SEALANT
PTD. TO MATCH
WINDOW
6"

ACM REVEAL

ACM SYSTEM

EXTRUSIONS

WEEP HOLE

AND BAFFLE

ALUMINUM

COMPOSITE METAL
(ACM) PANEL -

RAINSCREEN SYSTEM

FULLY EMBED WINDOW

NAIL FIN IN SEALANT

OVER PENETRATION

FLASHING
3/4" MDF SILL,

PAINTED SHIM FLAT

AND LEVEL
1/4" SEALANT JOINT

GSM SILL PAN W/

END DAMS, SET IN

BED OF SEALANT
3/8" SEALANT JOINT
1x6 FIRE-RETARDANT
-TREATED BLOCKING
SASM
CEM. PLAS. FINISH
CONTIN. INSULATION
WRB

GYP SHEATHING

METAL FRAMING
3"X5" FOAM TRIM
VINYL WINDOW W/ 1 3/8" BACKSET

CASING BEAD

FOAM TRIM

VINYL WINDOW W/
1 3/8" BACKSET

WRAP GWB INTO JAMB
J-BEAD & 1/4"

SEALANT JOINT

SEALANT JOINT
3/8" SEALANT
JOINT

CASING BEAD
1x4 FIRE-RETARDANT
-TREATED BLOCKING
SASM
CEM. PLAS. FINISH
CONTIN. INSULATION
WRB

GYP SHEATHING

METAL FRAMING

FOAM TRIM

METAL FRAMING

GYP SHEATHING
WRB
CONTIN. INSULATION
CEM. PLAS. FINISH
1x6 FIRE-RETARDANT
-TREATED BLOCKING,
CHAMFER TOP @ 1:1
SASM

GSM HEAD

FLASHING, SET IN

SEALANT PAINTED

TO MATCH TRIM

SEALANT JOINT
J-BEAD & 1/4"

SEALANT JOINT

WRAP GWB INTO HEAD

VINYL WINDOW W/
1 3/8" BACKSET
3"X5" FOAM TRIM
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL,

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT THE
WRITTEN CONSENT OF THE ARCHITECT.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
6" = 1'-0"
6/17/2024 2:37:42 PM
AR10.41
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

WINDOW DETAILS

BESPOKE
6" = 1'-0"
RECESSED VINYL WINDOW SILL @ CEMENT PLASTER 1
6" = 1'-0"
RECESSED VINYL WINDOW JAMB @ CEMENT PLASTER 2
6" = 1'-0"
RECESSED VINYL WINDOW SILL @ MTL PANEL 4
6" = 1'-0"
RECESSED VINYL WINDOW JAMB @ MTL PANEL 5
6" = 1'-0"
RECESSED VINYL WINDOW HEAD @ CEMENT PLASTER 3
6" = 1'-0"
RECESSED VINYL WINDOW HEA @ MTL PANEL 6
6" = 1'-0"
RECESSED VINYL WINDOW SILL @ CEMENT PLASTER TRIM 16
6" = 1'-0"
RECESSED VINYL WINDOW JAMB @ CEMENT PLASTER TRIM 17
6" = 1'-0"
RECESSED VINYL WINDOW HEAD @ CEMENT PLASTER TRIM 18
1191 of 11211

RAILROAD AVE PLAY ZONE AREA PLANTED SCREEN BETWEEN THE ADJACENT OFFICE AND PLAY SPACE PLAY EQUIPMENT, EARTHSCAPE OUTDOOR SEATING AREA COMMUNITY ROOMBENCH HANDRAIL 4th AVE RAILROAD AVE. 790 SF 143 SF OUTDOOR SEATING AREA 453 SF HERBAL GARDEN AREA PEDESTAL PAVER FIXED FURNITURE HOUSING REQUIRED PLAY AREA = 600 SF PLAY AREA PROVIDED = 790 SF POTENTIAL PARK CREDIT PROGRAM ELEMENTS OUTDOOR SEATING AREA REQUIRED = 497 SF OUTDOOR SEATING AREA PROVIDED = 143 + 453 = 596 SF MATERIALS SCHEDULE PLAY AREA REQUIRED = 600 SF BENCH RAISED PLANTER TABLE SET MOVABLE FURNITURE [ REQ. MET ] [ REQ. MET ] RAISED PLANTERS AT UPPER TERRACES SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT.X SPRD.) SPACING NOTES POLYSTICHUM MUNITUM SWORD FERN #3 36" O.C. SALVIA GREGGI AUTUMN SAGE #3 18" O.C. BOUTELOUA GRACILIS BLUE GRAMA GRASS #3 18" O.C. SESLERIA AUTUMNALIS AUTUMN MOOR GRASS #3 18" O.C. ARMERIA MARITIMA 'ALBA' 'ALBA' SEA THRIFT #3 6" O.C. ROSMARINUS OFFICINALIS TRAILING ROSEMARY TREE SCHEDULE LARGE SHRUB (UPPER TERRACES) MAGNOLIA STELLATA STAR MAGNOLIA 24" BOX PITTOSPORUM TENUIFOLIUM KOHUHU 24" BOX SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 PLANNING SUBMISSION 2/01/2023 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la 1 PLANNING SUBMISSION RESUBMITTAL 10/10/2023 2 PLANNING SUBMISSION RESUBMITTAL #2 01/29/2024 3 PLANNING SUBMISSION RESUBMITTAL #3 06/10/2024 LR.1.0 LANDSCAPE PLAN LEVEL 2 AMENITY TERRACE TRUE SCALE: 3/16" = 1' - 0" 0 1 2 4 8 1 1 2 2 2 2 2 2 2 2 3 3 3 3 1192 of 11211 RAILROAD AVE SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 PLANNING SUBMISSION 2/01/2023 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la 1 PLANNING SUBMISSION RESUBMITTAL 10/10/2023 2 PLANNING SUBMISSION RESUBMITTAL #2 01/29/2024 3 PLANNING SUBMISSION RESUBMITTAL #3 06/10/2024 LR.2.0 IRRIGATION PLAN LEVEL 2 AMENITY TERRACE TRUE SCALE: 3/16" = 1' - 0" 20 1 4 8 1 CU CU CON CON CU CU CU CU CON CON CON CON CU CU

CON CON
CON
CU CONCU CONCU CONCU CONCU CONCU CONCU CON IRRIGATION EQUIPMENT LOCATED WITHIN WATER ROOM LOCATED ON BASEMENT LEVEL. REFER TO IRRIGATION SHEET XX FOR IRRIGATION EQUIPMENT PLAN DIAGRAM LAYOUT. 1" METER FOR IRRIGATION AT THIS APPROXIMATE LOCATION. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION OF METER. MAXIMUM IRRIGATION DEMAND: 10 GPM AT APPROXIMATELY XX PSI STATIC PRESSURE AT WATER METER LOCATION. 1PLAN NOTES LEGEND 2 1" BACKFLOW PREVENTER FOR IRRIGATION SYSTEM. 36 IRRIGATION CONTROLLER "C". MOUNT ON INTERIOR WALL AT THIS LOCATION AS DETAILED AND AS DIRECTED BY ARCHITECT. CONNECT TO 120 VOLT A.C. ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. APPROXIMATE ROUTING OF 1.25" COPPER PIPE AND 1.25" ELECTRICAL CONDUIT SHOWN AS REFERENCE ONLY. REFER TO MEP DRAWING FOR EXACT ROUTING. 1.25" COPPER PIPE STUB-OUT FOR IRRIGATION FROM MECHANICAL ROOM TO THIS APPROXIMATE LOCATION TO SERVICE SITE LEVEL PLANTERS TO BE PROVIDED AND INSTALLED UNDER PLUMBING CONTRACT . COORDINATE INSTALLATION OF PIPES WITH GENERAL/PLUMBING CONTRACTOR(S) PRIOR TO CONSTRUCTION . 1.25" ELECTRICAL CONDUIT AND SPLICE BOX FOR IRRIGATION 2-WIRE CABLE TO BE PROVIDED AND INSTALLED FROM IRRIGATION CONTROLLER "C" TO THIS APPROXIMATE LOCATION UNDER ELECTRICAL CONTRACT. COORDINATE INSTALLATION OF CONDUIT WITH GENERAL/ELECTRICAL CONTRACTOR(S) PRIOR TO CONSTRUCTION. 7NOTES: 1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE. 3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL). 4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: 0.75" 0-6 GPM 1" 7-12 GPM 1.25" 13-20 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: 0.75 0-500 FT 1" 501-1100 FT 1.25" 1101-2000 FT 5 1193 of 11211 SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 100% SET 09/29/2023 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.laLR3.1 IRRIGATION NOTES AND LEGEND NTS 1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, AND OTHER IRRIGATION COMPONENTS MAY BE SHOWN WITHIN PAVED AREAS FOR GRAPHIC CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, CONDUIT, AND OTHER ITEMS WHICH MAY BE REQUIRED. INVESTIGATE THE STRUCTURAL AND FINISHED CONDITION AFFECTING THE CONTRACT WORK INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES. IN THE EVENT OF FIELD DISCREPANCY WITH CONTRACT DOCUMENTS, PLAN THE INSTALLATION WORK ACCORDINGLY BY NOTIFICATION AND APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND ACCORDING TO THE CONTRACT SPECIFICATIONS. NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WITH APPLICABLE CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES THROUGH OR UNDER WALLS, ROADWAYS, PAVING AND STRUCTURES BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED REVISIONS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, AND REGULATIONS. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE; THE UNIFORM PLUMBING CODE, PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION; AND OTHER STATE OR LOCAL LAWS OR REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR REGULATIONS. THE CONTRACTOR SHALL FURNISH WITHOUT ANY EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED BY THE COMPLIANCE WITH THESE CODES AND REGULATIONS. 3. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LAYOUT AND INSTALLATION OF THE PLANT MATERIALS TO INSURE THAT THERE WILL BE COMPLETE AND UNIFORM IRRIGATION COVERAGE OF PLANTING IN ACCORDANCE WITH THESE DRAWINGS, AND CONTRACT DOCUMENTS. THE IRRIGATION LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY CHANGES, DELETIONS, OR ADDITIONS ARE REQUIRED. IRRIGATION SYSTEM SHALL BE INSTALLED AND TESTED PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. 5. IT IS THE RESPONSIBILITY OF THE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLER(S) TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE. 6. IT IS THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT A.C. (2.5 AMP DEMAND PER CONTROLLER) ELECTRICAL SERVICE TO THE CONTROLLER LOCATION(S). IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE STUB-OUT TO THE CONTROLLER(S). PROVIDE PROPER GROUNDING PER CONTROLLER MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH LOCAL CODES. 7. INSTALL NEW BATTERIES IN THE IRRIGATION CONTROLLER(S) TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE AND SIZE REQUIRED AS PER CONTROLLER MANUFACTURER'S INSTRUCTIONS. 8. SCHEDULE A MEETING WHICH INCLUDES REPRESENTATIVES OF THE IRRIGATION CONTROLLER MANUFACTURER, THE MAINTENANCE CONTRACTOR, THE OWNER AND THE IRRIGATION CONTRACTOR AT THE SITE FOR INSTRUCTION ON THE PROPER PROGRAMMING AND OPERATION OF THE IRRIGATION CONTROLLER. 9. INSTALL 3" DETECTABLE TAPE ABOVE ALL PRESSURIZED MAIN LINES AS DETAILED. USE CHRISTY MODEL #TA-DT-3-BIRR FOR POTABLE IRRIGATION SYSTEMS. 10. INSTALL 2-WIRE CABLE ALONG THE MAIN LINE. CONTACT CONTROLLER REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING. 11. INSTALL 2-WIRE CABLE WITHIN 1.25" CONDUIT WITH LONG SWEEPS IN AND OUT OF EACH VALVE BOX. SEAL ALL CONDUIT OPENINGS WITH WATERPROOF FOAM. 12. INSTALL A 14"X19" GREY ELECTRICAL PULL BOX EVERY 200' AND AT EVERY CHANGE IN DIRECTION. ONLY SPLICE TWO WIRE CABLE AT THREE WAY WIRE CONNECTIONS. 13. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KIT. 14. DECODER GROUNDING SHALL BE PROVIDED EVERY 600 FEET, AT THE CONTROLLER AND AT THE LAST DECODER OR AT THE END OF THE 2 WIRE PATH. GROUND WITH A 5/8" X 8' COPPER CLAD GROUNDING ROD. #6 COPPER WIRE TO SURGE DEVICE/DECODER. INCLUDE A SURGE ARRESTOR AT EACH GROUNDING LOCATION. A SPLIT BOLT CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A DBR/Y-6 WATERPROOF CONNECTOR. 15. SPLICING OF JACKETED 2-WIRE IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 24" LONG COIL OF WIRE AT EACH SPLICE AND A 24" LONG EXPANSION LOOP IN ALL PULL BOXES. 16. INSTALL BLACK PLASTIC VALVE BOXES WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION CONTROL VALVE". BOX BODY SHALL HAVE KNOCK OUTS. ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL. 17. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX AN EQUAL DISTANCE FROM THE WALK, CURB, BUILDING OR LANDSCAPE FEATURE AND PROVIDE 12" BETWEEN BOX TOPS. ALIGN THE SHORT SIDE OF RECTANGULAR VALVE BOXES PARALLEL TO WALK, CURB, BUILDING OR LANDSCAPE FEATURE. 18. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS (AVOID LAWN AREAS WHERE POSSIBLE). 19. THE CONTRACTOR SHALL LABEL CONTROL LINE WIRE AT EACH REMOTE CONTROL VALVE WITH A 2 1/4" X 2 3/4" POLYURETHANE I.D. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE. THE CONTRACTOR SHALL PERMANENTLY STAMP ALL VALVE BOX LIDS WITH APPROPRIATE IDENTIFICATION AS NOTED IN CONSTRUCTION DETAILS. 20. FLUSH AND ADJUST IRRIGATION OUTLETS AND NOZZLES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. SELECT THE BEST DEGREE OF THE ARC AND RADIUS TO FIT THE EXISTING SITE CONDITIONS AND THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH CONTROL ZONE. 21. LOCATE BUBBLERS ON UPHILL SIDE OF PLANT OR TREE. 22. INSTALL A HUNTER HCV SERIES, KBI CV SERIES, OR APPROVED EQUAL SPRING LOADED CHECK VALVE IN SPRINKLER RISER ASSEMBLIES WHERE LOW OUTLET DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER. 23. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE CAUTION TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATE BY HAND IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR. BACK FILL TRENCHES ADJACENT TO TREE WITHIN TWENTY-FOUR (24) HOURS. WHERE THIS IS NOT POSSIBLE, SHADE THE SIDE OF THE TRENCH ADJACENT TO THE TREE WITH WET BURLAP OR CANVAS. 24. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE. 25. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 26. IRRIGATION DEMAND: REFER TO PLANS. 27. THE EXISTING MAIN LINE SHOWN ON THE DRAWINGS IS DIAGRAMMATIC. VERIFY AND LOCATE EXISTING MAIN LINE IN FIELD. REPORT TO ARCHITECT IN WRITING ANY DEVIATION OF EXISTING MAIN LINE LOCATION FROM THAT SHOWN ON THE DRAWINGS. 28. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY. 29. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5. 30. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES IN THE IRRIGATION LAYOUT DUE TO OBSTRUCTIONS NOT SHOWN ON THE IRRIGATION DRAWINGS SUCH AS LIGHTS, FIRE HYDRANTS, SIGNS, ELECTRICAL ENCLOSURES, ETC. 31. WHEN WORK OF THIS SECTION HAS BEEN COMPLETED AND SUCH OTHER TIMES AS MAY BE DIRECTED, REMOVE ALL TRASH, DEBRIS, SURPLUS MATERIALS AND EQUIPMENT FROM SITE. 32. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLEMENTAL HAND WATERING OF ALL PLANT MATERIAL WITHIN DRIPLINE AREAS UNTIL THE PLANTS ARE SUFFICIENTLY ESTABLISHED. 33. VERIFY LOCATIONS OF ALL IRRIGATION COMPONENTS INSTALLED WITHIN A VALVE BOX WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DO NOT INSTALL UNTIL LANDSCAPE ARCHITECT PROVIDES ACCEPTABLE LOCATIONS. IRRIGATION NOTES IRRIGATION COORDINATION NOTES 1. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPING WITHIN THE STRUCTURE. PIPE MATERIAL SHALL BE APPROVED FOR USE WITHIN A STRUCTURE PER PLUMBING CODE. REFER TO MEP OR PLUMBING DRAWING FOR EXACT ROUTING THOUGH THE STRUCTURE. REFER TO IRRIGATION PLANS FOR APPROXIMATE LOCATION OF STUB OUT LOCATIONS. EXIT OF PIPE TO BE WITHIN PLANTERS WHERE POSSIBLE. ALL PENETRATION POINTS SHALL BE WATERPROOFED AS REQUIRED. 2. IRRIGATION SLEEVES OR CONDUITS WITHIN PRECAST OR POURED IN PLACE PLANTERS SHALL BE COORDINATED AND INSTALLED PRIOR TO THE CONSTRUCTION. ALL PENETRATION POINTS SHALL BE WATERPROOFED AS REQUIRED. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, PULL BOXES AND WIRE IN STRUCTURE. THE DRAWINGS INDICATE REQUIRED CONDUIT SIZE AND TYPE OF LOW VOLTAGE CABLE. FINAL CONNECTION OR WIRING TO REMOTE CONTROL VALVES AND CONTROLLER SHALL BE COMPLETED BY IRRIGATION CONTRACTOR. SYMBOL OPERATING DESCRIPTION PSI NOZZLE GPM OPERATING RADIUS (FEET) DB-15-PC-CV TORO BUBBLER, MIN. 2 PER TREE. REFER TO BUBBLER DETAIL FOR QUANTITY OF BUBBLERS PER TREE SIZE. 0.25 30 TRICKLE IRRIGATION LEGEND 570-DRIP-IND TORO POP-UP DRIPLINE INDICATOR WITH SIDE INLET. T-YD-500-34 TORO DRIPLINE AIR RELIEF VALVE WLT-0500-T NDS SCH 40 BALL VALVE OR APPROVED EQUAL DB-15-PC-CV TORO BUBBLER, 1 PER SHRUB 0.25 30 TRICKLE MODEL NUMBER P-220-26 SERIES TORO REMOTE CONTROL VALVE DZK-700-MF TORO DRIP ZONE KIT WITH IRRITROL 700 SERIES REMOTE CONTROL VALVE, PRESSURE REGULATOR (40 PSI) AND A 1" FILTER KC OR KSC NDS KSC SERIES CHECK VALVE FOR UPHILL FLOW DIRECTION OR KC SERIES SPRING CHECK VALVE FOR DOWNHILL FLOW DIRECTION (LINE SIZE) CV SCHEDULE 40 PVC PLASTIC PIPE. COVER TO BE AS INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE FOR PIPE DEPTH OF COVER. 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. LATERAL LINE: SLEEVING: 1.5" AND SMALLER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 18" COVER. MAIN LINE: CONTROLLER AND STATION NUMBER AREA (SQ. FT.) FLOW (GPM) REMOTE CONTROL VALVE SIZE (IN INCHES) ASSOCIATED REMOTE CONTROL VALVE WATER USE CLASSIFICATION OF ZONE APPLICATION RATE (IN/HR) or DRIPLINE SPACING or DRIP ZONE: TORO DL2000 SERIES DRIPLINE WITH DL2000 INSERT FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4" BELOW GRADE IN A 12" O.C. GRID ACCORDING TO DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10 GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE 1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40 PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF REQUIRED. SEE DETAILS FOR FURTHER INFORMATION. DRIPLINE REMOTE CONTROL VALVE T-FP600A-LF-1" NIBCO 1" BRASS BALL VALVE APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN 3 GPM AND NO PVC SUPPLY/EXHUST HEADERS ARE NEEDED. REFER TO DRIPLINE TUBING CONNECTION DETAIL FOR MORE INFORMATION. DRIPLINE REMOTE CONTROL VALVE 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. DRIPLINE LATERAL LINE: 975XL2SEU-1" WILKINS REDUCED PRESSURE BACKFLOW ASSEMBLY WITH FREEZE BLANKET. MV PVC LATERAL SUPPLY HEADER EXHAUST HEADER DRIP ZONE EXTENTS PVC LATERAL XX STATION # COLOR HATCH OF ZONE XX STATION # DRIP ZONE EXTENTS COLOR HATCH OF ZONE FS MAIN LINE: CU CU CU 1.5" AND SMALLER: TYPE 'K' COPPER PIPE WITH WROUGHT FITTINGS. SHOWN FOR REFERENCE ONLY, SEE PLUMBING PLANS FOR ROUTING THROUGH STRUCTURE. EGP-TW-S/ EGP-ICENTRAL RAIN MASTER EAGLE PLUS CONTROLLER IN A STAINLESS STEEL PEDESTAL ENCLOSURE; INCLUDES I-CARD, CELL COMMUNICATION KIT AND FIVE YEARS RAIN MASTER I-CENTRAL SERVICE. TW-D-1 RAIN MASTER SINGLE STATION DECODER (1 PER VALVE) TW-LA-1 RAIN MASTER LIGHTENING ARRESTOR (1 EVERY 600 FEET ALONG MAIN) REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS. TW-D-2 RAIN MASTER TWO STATION DECODER (USE WHEN MORE THAN 1 OR MORE VALVES ARE CLUSTERED TOGETHER) ROUTE RAIN MASTER TWO WIRE CABLE TO ALL REMOTE CONTROL VALVES. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KITS OR APPROVED EQUAL. INSTALL 2 WIRE CABLE WITHIN 1.25" SCH 40 ELECTRICAL CONDUIT. PULL BOXES SHALL BE LOCATED EVERY 200' NO SPLICES ARE ALLOWED BETWEEN VALVES. REFER TO DETAIL FOR INSTALLATION INSTRUCTIONS. NOT SHOWN ON PLANS QS200-10 FLOMEC 1" PVC FLOW SENSOR 3100100 SUPERIOR MASTER VALVE-1" (NORMALLY OPEN) RS-1000 IRRITROL WIRELESS RAIN SENSOR CON CON CON ELECTRICAL CONDUIT: SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL PLANS FOR ROUTING THROUGH STRUCTURE. THE PROPOSED IRRIGATION SYSTEM FOR THIS SITE WILL BE DESIGNED WITH THE LATEST TECHNOLOGY IN WATER CONSERVATION AND EFFICIENCY. THE SYSTEM WILL CONSIST OF THE FOLLOWING TYPES OF IRRIGATION METHODS AND EQUIPMENT COMPLYING WITH THE STATE WATER ORDINANCE. ALL SMALL PLANTING BEDS WILL BE IRRIGATED WITH WATER CONSERVING AND HIGHLY EFFICIENT INLINE DRIP. ALL BIORETENTION WILL BE IRRIGATED WITH INLINE DRIP SPACED AT 12" O.C. SINCE BIORETENTION AREAS ARE LESS THAN 10 FT WIDE. THE CONTROLLER THAT WILL MANAGE THIS SYSTEM USES LOCAL WEATHER TO ADJUST THE RUN TIMES OF THE VALVES BASED ON DAILY WEATHER CONDITIONS. UTILIZING THIS TYPE OF WEATHER-BASED SYSTEM WILL HELP THE LANDSCAPE MANAGER SAVE 25% MORE WATER THAN WITH A CONVENTIONAL CONTROLLER. IRRIGATION ZONES 1. LOW AND MODERATE WATER-USE SHRUBS/GROUNDCOVER/FLOWERING PLANTS: TO BE IRRIGATED WITH INLINE DRIP 2. LARGE SHRUBS AND TREES: TO BE IRRIGATED USING POINT SOURCE BUBBLERS. 3. STORMWATER TREATMENT: TO BE IRRIGATED WITH INLINE DRIP SPACED AT 12" O.C. IRRIGATION DESIGN NARRATIVE I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. QB44RCAR10 BUCKNER 1" TWO-PIECE QUICK COUPLING VALVE (ANTI-ROTATION) IRRIGATION WATER USE CALCULATIONS 2.1 1 2/01/2023 10/10/2023 01/29/2024 PLANNING SUBMISSION 1 PLANNING SUBMISSION RESUBMITTAL 2 PLANNING SUBMISSION RESUBMITTAL #2 3 PLANNING SUBMISSION RESUBMITTAL #3 06/10/2024 1194 of 11211 SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 PLANNING SUBMISSION 2/01/2023 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la 1 PLANNING SUBMISSION RESUBMITTAL 10/10/2023 2 PLANNING SUBMISSION RESUBMITTAL #2 01/29/2024 3 PLANNING SUBMISSION RESUBMITTAL #3 06/10/2024 LR.3.0 LANDSCAPE RENDERINGS AMENITY TERRACE 1 3 1195 of 11211 FRONT-LOAD COLLECTION VEHICLE SHOWN LOADING CONTAINERS FRONT-LOAD CONTAINER HEIL 28CY FRONT-LOAD COLLECTION VEHICLE DN DN UP FEC UP FEC JIHGFKEDCBA 1 2 3 4 5 6 7 8 10 11 12 13 RR 9 J.5 12.8 E.8 E.9 107 ELECTRICAL ROOM 107A TRANSFORMER ROOM 107B TRANSFORMER ROOM 112 BIKE STORAGE 110 STORAGE 117 SERVICE CORRIDOR 113 STORAGE 111 ELEV EQMT 100A RETAIL 101 STAIR 1 100C RETAIL 100D RETAIL 104 OFFICE LOBBY 100E RETAIL 100F RETAIL 115 OFFICE UP DN 36 Bikes UP UP 12 Bikes 16 Bikes 24 Bikes RAMP DN 398 SF LEASING OFFICE 369 SF YOUTH ROOM 234 SF MENS 246 SF WOMENS 539 SF ELECTRICAL 370 SF PREP KITCHEN STAIR 2 789 SF BIKE ROOM 689 SF SELF HELP STORAGE 1,999 SF SELF HELP / HICAP OFFICE 766 SF LOBBY 2,165 SF DINING ROOM ELEV 334 SF BREAK ROOM 144 SF
JANITOR CLOSET 93 SF ELEV MECH 312 SF RESIDENT SERVICES 323 SF UTILITY ROOM CORRIDOR 185 SF
SECURE STORAGE STAIR 1361 SF MAINTENANCE GARAGE ENTRY FIX-IT

10.0% 20.4% 1.05 1.10 1.12 1.11 1.13 1.14 1.23 1.15 1.16 1.24 1.22 1.17 1.34 1.33 1.32 1.06 1.07 1.19 1.03 1.37 1.36 1.35 1.01 1.02 1.40 1.39 1.38 1.04 76 SF CLASSROOM STORAGE 69 SF RESTROOM COMMERCIAL OFFICE BUILDING COMMERCIAL OFFICE BUILDING PLs PLw GARAGE RAMP S. RAILROAD AVENUE E. 4TH AVENUE 2 DISTANCE TO MAIN BUILDING ENTRANCE = 90'-0" MAIL 2 2

4.9% 4.9% 1.08 PLe PLn R W/C RESIDENTIAL TRASH ROOM SEE SHEET TR0.1 FRONT-LOAD COLLECTION VEHICLE TRASH ROUTE / STAGING PLAN LEVEL 1 SCALE: NTS GENERAL NOTES. 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. DESIGN ISSUES. 1. RELOCATE CHUTES PER PLAN. NOTE THIS IS THE BEST LAYOUT FOR CHUTES TO STACK VERTICALLY THROUGHOUT BUILDING. 2. AT UPPER LEVELS: REVISE CHUTE INTAKE VESTIBULES TO ACCOMMODATE RELOCATED CHUTES. PROVIDE 25" FROM CENTERLINE OF 30"Ø CHUTES TO FACE OF INTAKE WALL. PROJECTED COLLECTION SCHEDULE: RESIDENTIAL TRASH AREA WASTE - 3CY COMPACTED SERVICE: M RECYCLING - 3CY COMPACTED Tu W Th F Sa COMPOST - 2CY LOOSE Su TOTAL 1 1 2 1 1 0 0 1 1 11 1 1 SCALE: 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 SHEET SIZE: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL, AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 30 x 42 STAMP Project Status Issue Date 2126 BM SHEET NUMBER: STAMP:
plot date : REVISIONS : ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] As Indicated TR0.0 4TH & RAILROAD San Mateo, CA TRASH ROUTE / STAGING PLAN 4TH & RAILROAD TRUE 0' 8' 16' 1196 of 11211 UP DNSTAIR 1 WPT45 27" x 48" ELECTRIC PALLET TRUCK, SEE NOTE 15 3CY FL COMPACTOR CONTAINER W/C WASTE 2CY FL LOOSE CONTAINER COMPOST R RESIDENTIAL TRASH ROOM PLAN LEVEL 1 SCALE: 3 8" = 1'-0" CHUTE INTAKE VESTIBULE SIMILAR AT LEVELS 2-7 SCALE: 3 8" = 1'-0" R W/C 3CY FL COMPACTOR CONTAINER RECYCLING 7'-3" WIDE ROLL-UP DOOR SHEET NOTES: RESIDENTIAL TRASH ROOM. LEVEL 1. 1. TRASH COLLECTION ROOM IS 2HR FIRE-RATED - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE (1° MAX) AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTORS. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT 8'-0" AFF. 4. WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF WALLS PER PLAN. INSTALL 18" THICK STEEL DIAMOND TREAD BACKING 6'-0" AFF ALONG WALL ALONG WEST SIDE OF TRASH ROOM PER PLAN. 5. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/SF PER 2022 CBC. 6. 7'-3" WIDE ROLL-UP DOOR FOR TRANSFERRING CONTAINERS. INSTALL 3'-0" NFPA COMPLIANT DOOR FOR FIRE EGRESS. 7. (1) 30"Ø GALVANIZED STEEL CHUTE WITH APOLLO MODEL A500 SINGLE-SIDE LATCH COMPACTORS AND 3CY FL COMPACTOR CONTAINER FOR RECYCLING DISPOSAL. CHUTE TERMINATES 5'-9" AFF. 8. (1) 30"Ø 304 STAINLESS STEEL CHUTE WITH WILKINSON DIVERTER FOR WASTE AND COMPOST. PROVIDE APOLLO MODEL A500 SINGLE-SIDE LATCH COMPACTOR AND 3CY FL COMPACTOR CONTAINER FOR WASTE DISPOSAL AND 2CY FL LOOSE CONTAINER FOR COMPOST DISPOSAL. CHUTE TERMINATES 9'-10" AFF. 9. PP: COMPACTOR POWER PACKS SHALL BE FLOOR-MOUNTED AND STACKED VERTICALLY. (2) 5HP 3-PHASE, 208/230/460V. (2) 30A DISCONNECTS 60" AFF. 10. MCP: (1) TOTAL CHUTE MASTER CONTROL PANEL SHALL BE WALL-MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. 120V 15A SERVICE OUTLET REQUIRED. 11. DCP: (1) TOTAL DIVERTER CONTROL PANEL SHALL BE WALL-MOUNTED 60" AFF. 120V 15A SERVICE OUTLET REQUIRED. 12. AC: AIR COMPRESSORS (OIL LESS) 4610AC WITH AUTOMATIC TANK DRAIN VALVE. 2HP PEAK, TWIN TANK CAPACITY 4.6 GALLONS, VOLTAGE @ 60 HZ 110 VOLTS, CURRENT 8.5 AMPS TO POWER THE CHUTE INTAKE DOORS. (1) TOTAL. 13. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. 120V 15A SERVICE OUTLET REQUIRED. 14. HB: HOT AND COLD HOSE BIBB SHALL BE WALL-MOUNTED 60" AFF. 15. PROVIDE WPT45 27" x 48" ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 4500LB CAPACITY WITH 57.5" TURNING RADIUS. 120V 15A SERVICE OUTLETS REQUIRED. 16. CHUTE DISCHARGE DOORS: WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE-RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION. 17. PROVIDE (1) UNDEDICATED 120V 15A SERVICE OUTLET REQUIRED FOR STAFF MAINTENANCE PURPOSE. CHUTE INTAKE VESTIBULE. SIMILAR AT LEVELS 2-7. 18. CHUTE INTAKE VESTIBULES SHALL BE 2HR FIRE-RATED WITH 2HR FIRE-RATED ACCESS DOORS. 5'-0" MIN CLEAR REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. POWER TO INTAKE DOORS SUPPLIED BY MCP. PROVIDE (1) 15x18 BOTTOM HINGED, ICD-2000, PNEUMATIC ASSIST CHUTE INTAKE DOOR FOR WASTE AND COMPOST AT EACH FLOOR. SEE DETAIL 2/TR2.0. PROVIDE (1) 15x18 BOTTOM HINGED, NORMALLY CLOSED LOW-VOLTAGE, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING DOOR FOR RECYCLING AT EACH FLOOR. SEE DETAIL 3/TR2.0. 19. 2HR FIRE-RATED FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 20. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD-FRAME CONSTRUCTION. SEE PLAN FOR DIAMETER OF OPENINGS. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/TR2.0 FOR ANCHORING. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB - PROVIDED BY MANUFACTURER. GENERAL NOTES. 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. DESIGN ISSUES. 1. RELOCATE CHUTES PER PLAN. NOTE THIS IS THE BEST LAYOUT FOR CHUTES TO STACK VERTICALLY THROUGHOUT BUILDING. 2. AT UPPER LEVELS: REVISE CHUTE INTAKE VESTIBULES TO ACCOMMODATE RELOCATED CHUTES. PROVIDE 25" FROM CENTERLINE OF 30"Ø CHUTES TO FACE OF INTAKE WALL. SPARE 2CY FL LOOSE CONTAINER COMPOST SPARE 3CY FL COMPACTOR CONTAINER WASTE SPARE 3CY FL COMPACTOR CONTAINER RECYCLING CORRIDOR SHOWN FOR REFERENCE ONLY (S.A.D.) CORRIDOR SHOWN FOR REFERENCE ONLY (S.A.D.) PROJECTED COLLECTION SCHEDULE: RESIDENTIAL TRASH AREA WASTE - 3CY COMPACTED SERVICE: M RECYCLING - 3CY COMPACTED Tu W Th F Sa COMPOST - 2CY LOOSE Su TOTAL 1 1 2 1 1 0 0 1 1 11 1 1 3'-0" FIRE EGRESS DOOR 3'-0" VESTIBULE ACCESS DOOR 18" THICK STEEL DIAMOND TREAD BACKING WALL PROTECTION SEE NOTE 4 120V 15A SERVICE OUTLET, SEE NOTE 17 A-A TR1.1 OC HB 2HR FIRE-RATED WALL BY OTHERS (S.A.D.) SEE NOTE 3 CONCRETE CURB WALL PROTECTION TYP SEE NOTE 4 AC DCP MCP B-B TR1.1 SIM 30"Ø GALV. STEEL CHUTE (1) TOTAL DESIGN ISSUE 1 APOLLO MODEL A500 SSL COMPACTOR (2) TOTAL 30"Ø 304 S.S. CHUTE W/ WILKINSON DIVERTER (1) TOTAL DESIGN ISSUE 1 PP 30A DISCONNECT (2) TOTAL STACKED 18" x 6" COLLECTION ROOM VENT FD 18" x 6" COLLECTION ROOM VENT W/ 2HR FIRE-RATED SHAFT LINER (1) 30"Ø GALV. STEEL CHUTE W/ 34"Ø ROUND FLOOR OPENING, SEE NOTE 20 DESIGN ISSUE 1 (1) 30"Ø 304 S.S CHUTE W/ 34"Ø FLOOR ROUND OPENING, SEE NOTE 20 DESIGN ISSUE 1 A36 L112" x 112" x 14 x 3'-4" LONG FLOOR SUPPORT FRAMES MASON BRA-RED SOUND ISOLATION PADS (4) TOTAL AT EA FLOOR SUPPORT FRAME (2) 15x18 B.H. INTAKE DOORS, SEE NOTE 18 SCALE: 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 SHEET SIZE: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL, AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 30 x 42 STAMP Project Status Issue Date 2126 BM SHEET NUMBER: STAMP:
plot date : REVISIONS : ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] As Indicated TR0.1 4TH & RAILROAD San Mateo, CA RESIDENTIAL TRASH ROOM PLAN 4TH & RAILROAD TRUE 0' 8' 16' 1197 of 11211 SECTION A-A 3CY FL COMPACTOR CONTAINER WASTE SECTIONS AT RESIDENTIAL TRASH ROOM SCALE: 3 8" = 1'-0" SHEET NOTES: SECTIONS AT RESIDENTIAL TRASH ROOM. LEVEL 1. 1. TRASH COLLECTION ROOM IS 2HR FIRE-RATED - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE (1° MAX) AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTORS. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT 8'-0" AFF. 4. WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF WALLS PER PLAN. INSTALL 18" THICK STEEL DIAMOND TREAD BACKING 6'-0" AFF ALONG WALL ALONG WEST SIDE OF TRASH ROOM PER PLAN. 5. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/SF PER 2022 CBC. 6. (1) 30"Ø GALVANIZED STEEL CHUTE WITH APOLLO MODEL A500 SINGLE-SIDE LATCH COMPACTORS AND 3CY FL COMPACTOR CONTAINER FOR RECYCLING DISPOSAL. CHUTE TERMINATES 5'-9" AFF. 7. (1) 30"Ø 304 STAINLESS STEEL CHUTE WITH WILKINSON DIVERTER FOR WASTE AND COMPOST. PROVIDE APOLLO MODEL A500 SINGLE-SIDE LATCH COMPACTOR AND 3CY FL COMPACTOR CONTAINER FOR WASTE DISPOSAL AND 2CY FL LOOSE CONTAINER FOR COMPOST DISPOSAL. CHUTE TERMINATES 9'-10" AFF. 8. CHUTE DISCHARGE DOORS: WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE-RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION. GENERAL NOTES. 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. DESIGN ISSUES. 1. RELOCATE CHUTES PER PLAN. NOTE THIS IS THE BEST LAYOUT FOR CHUTES TO STACK VERTICALLY THROUGHOUT BUILDING. 2. AT UPPER LEVELS: REVISE CHUTE INTAKE VESTIBULES TO ACCOMMODATE RELOCATED CHUTES. PROVIDE 25" FROM CENTERLINE OF 30"Ø CHUTES TO FACE OF INTAKE WALL. PROJECTED COLLECTION SCHEDULE: RESIDENTIAL TRASH AREA WASTE - 3CY COMPACTED SERVICE: M RECYCLING - 3CY COMPACTED Tu W Th F Sa COMPOST - 2CY LOOSE Su TOTAL 1 1 2 1 1 0 0 1 1 11 1 1 FLOORS BY OTHERS (S.A.D.) SEE NOTE 2 TR2.0 TYP 9 RECYCLINGAPOLLO MODEL A500 SSL COMPACTOR (2) TOTAL, CONTAINER NOT SHOWN FOR CLARITY HORIZONTALLY ROLLING DISCHARGE DOOR, SEE NOTE 8 COMPACTOR ACCESS DOOR LEVEL 1 (S.A.D.) LEVEL 2 (S.A.D.) 30"Ø 304 S.S. CHUTE SEE NOTE 7 2HR FIRE-RATED WALL BY OTHERS (S.A.D.) SEE NOTE 1 30"Ø GALV. STEEL CHUTE SEE NOTE 6 2CY FL LOOSE CONTAINER COMPOST WASTE APOLLO MODEL A500 SSL COMPACTOR (2) TOTAL, CONTAINER NOT SHOWN FOR CLARITY LEVEL 1 (S.A.D.) LEVEL 2 (S.A.D.) 30"Ø 304 S.S. CHUTE SEE NOTE 7 WILKINSON DIVERTER W/ SUPPORT LEGS 2CY FL LOOSE CONTAINER COMPOST TR2.0 TYP 9 FLOORS BY OTHERS (S.A.D.) SEE NOTE 2 SECTION B-B SCALE: 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 SHEET SIZE: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL, AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 30 x 42 STAMP Project Status Issue Date 2126 BM SHEET NUMBER: STAMP:
plot date : REVISIONS : ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] As Indicated TR1.1 4TH & RAILROAD San Mateo, CA SECTIONS AT RESIDENTIAL TRASH ROOM 4TH & RAILROAD TRUE 0' 8' 16' 1198 of 11211 SHEET NOTES. 30"Ø CHUTE DETAILS 1. 30"Ø WASTE / COMPOST CHUTE: 16-GAUGE 304 STAINLESS STEEL. 2. 30"Ø RECYCLING CHUTE: 16-GAUGE GALVANIZED OR GALVANNEALED STEEL. 3. 2HR FIRE-RATED WALL ASSEMBLIES ENCASING CHUTE SHAFT. FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. 4. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS TO VERIFY ALL INFORMATION NOT RELATED TO ATM'S SCOPE OF WORK PER AGREEMENT. 5. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES. 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. NOTES: 1. 2HR FIRE-RATED FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 2. INTAKE DOOR NOT SHOWN FOR CLARITY. NOTES: 1. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 2. 2022 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. NOTES: 1. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB. 2. SUPPLIED BY CHUTE MANUFACTURER - INSTALLED BY CONCRETE CONTRACTOR. NOTES: 1. ATTACHMENT OF ALL BLOCKING, CURBS, AND OTHER ROOF COMPONENTS SHALL BE DESIGNED AND INSTALLED TO MEET THE MINIMUM REQUIREMENTS OF MANUFACTURER. 2. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR ALL WORK BY OTHERS. 3. SUPPLIED BY VENDOR - INSTALLED BY ROOFER. CONC SLAB WHERE OCCURS (S.S.D.) 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) TAPE INTERIOR OF CHUTE SHAFT TO PREVENT ODOROUS AIR LEAKS DISCHARGE LEVEL ANCHOR BOLTS W/ NEOPRENE GROMMETS. PROVIDE MASON BRA-RED SOUND ISOLATION PADS BELOW FRAME CL A36 FLOOR SUPPORT FRAME, SEE PLAN 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) NO CONTACT BTWN GYP BOARD, FRAMING & CHUTE. SEAL GAP W/ FLEXIBLE ACOUSTIC RATED FIRE CAULKING AT PENETRATION THROUGH WALL & SHAFT, ALL AROUND 5 1 2 4 2 6 3 D & S UNIT (NTS) INSTALLED BEHIND F.O. WALL 15x15 ACCESS DOOR (NTS) INSTALLED BY CONTRACTOR PRIOR TO ERECTING WALL 8 9 TYP RESIDENTIAL LEVEL CL CONC SLAB WHERE OCCURS (S.S.D.) A36 FLOOR SUPPORT FRAME, SEE PLAN 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) CHUTE INTAKE DOOR: 14" MAX OPENING FROM F.O. WALL, SEE DETAILS ABOVE & NOTES 4 & 5 FOR HEIGHT REQUIREMENTS 7 CL 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) TAPE INTERIOR OF CHUTE SHAFT TO PREVENT ODOROUS AIR LEAKS CONC SLAB WHERE OCCURS (S.S.D.) A36 FLOOR SUPPORT FRAME, SEE PLAN TYP 9-FIRE-RATED ACOUSTIC FLEXIBLE SEALANT A36 L18"x1"x1" STIFFENERS TACK WELDED TO INSIDE OF POUR RING - REMOVE PRIOR TO INSTALLATION OF CHUTE ROOF LEVEL ROOF FRAMING / ASSEMBLY BY OTHERS (S.S.D.) VENT CAP BY OTHERS SEE NOTE 3 CL CURB BY OTHERS SEE NOTE 3 RISER BY OTHERS SEE NOTE 3 CHUTE VENT AT ROOF LEVEL CHUTE AIR & SOUND ISOLATION 5 DISINFECTING & SANITATION UNIT AT HIGHEST INTAKE W/ FIRE SPRINKLERS 7 CHUTE SHAFT AT INTAKE UPPER LEVELS 10 FLOOR SUPPORT FRAME ANCHORING TYPE I CONSTRUCTION 913 14 POUR RING FABRICATION DETAILS 12g GALVANIZED SHEET METAL NO CONTACT BTWN CHUTE & STRUCTURE FLUSHING HEAD NOZZLE; 8GPM AT 60PSI JUNCTION BOX 24V FLUSHING HEAD SOLENOID NOTES: 1. SEE DETAIL 7/- FOR D & S UNIT ABOVE, AT HIGHEST INTAKE. CHUTE INTAKE DOOR SEE DETAILS ABOVE 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) CL 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) CONC SLAB WHERE OCCURS (S.S.D.) NOTES: 1. PROVIDE HIGH PRESSURE CHUTE WASHDOWN NOZZLE. 2. FILL SANITATION TANK WITH CONCENTRATED DISINFECTING SOLUTION. THE SYPHON HOSE SHOULD REACH THE BOTTOM OF THE SOLUTION CONTAINER. TO FLUSH WITH CLEAR WATER, TURN HANDLE TO THE ON POSITION. FACTORY SETTING OF THE PROPORTIONING VALVE IS FOR 50-GALLONS PER GALLON OF DISINFECTING SOLUTION. 3. NOTE THAT THE ACCESS DOOR AND D & S UNIT ARE SHOWN OUTSIDE OF CHUTE SHAFT FOR CLARITY. ALL WASHDOWN EQUIPMENT WILL BE INSTALLED WITHIN CHUTE SHAFT, ABOVE THE HIGHEST INTAKE. (1) D & S UNIT PER CHUTE. 4. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 5. 2022 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. 6. SUPPLIED BY VENDOR - INSTALLED BY PLUMBER. CHUTE JANITOR ABOVE FIRST INTAKE 6 A36 FLOOR SUPPORT FRAME, SEE PLAN CHUTE INTAKE DOOR: 14" MAX OPENING FROM F.O. WALL, SEE DETAILS ABOVE & NOTES 4 & 5 FOR HEIGHT REQUIREMENTS FLUSHING SPRAY HEAD BELOW CHUTE VENT AND ABOVE TOP CHUTE INTAKE DOOR *WHEN CALCULATING NUMBER OF FIRE SPRINKLER HEADS FOR EVERY OTHER FLOOR ALWAYS START WITH HIGHEST LEVEL FIRE SPRINKLER HEAD AT HIGHEST INTAKE, LOWEST INTAKE & EVERY OTHER FLOOR BETWEEN 1 WALL PROTECTION CONCRETE CURB COAT CHUTE W/ SOUNDCOAT DAUBERT V-DAMP 3680 OR EQUIVALENT; MATCH THICKNESS OF METAL COAT CHUTE W/ SOUNDCOAT DAUBERT V-DAMP 3680 OR EQUIVALENT; MATCH THICKNESS OF METAL NOTES: 1. INTAKE DOOR AND TRIM SHALL BE REMOVED FOR DOOR MAINTENANCE. 2. BOTTOM HINGED DOORS ARE SELF-CLOSING, NOISELESS, AND SELF-LATCHING. UL CLASSIFIED 90 MINUTE FIRE-RATED DOOR AND FRAME ASSEMBLY AND A TEMPERATURE RISE OF 250° F MAX IN 30 MINUTES. 3. MAX OPENING FOR INTAKE DOOR IS 14" FROM FACE OF FINISHED WALL. 4. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 5. 2022 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. 6. 18x18 AIR ASSIST ACCESS DOOR IS LARGEST DOOR THAT ATM WILL DESIGN FOR CHUTE INTAKE. 7. ATM WILL NEVER DESIGN A 24x24 INTAKE DOOR AS THESE DOOR SIZES HAVE LED TO FATALITIES. 15x18 BOTTOM HINGED ICD-2000 PNEUMATIC ASSIST INTAKE DOOR, 14" MAX OPENING SATIN CHROME PULL HANDLE W/ THUMB LATCH 1"Ø FLEX CONDUIT TO POWER SYSTEM DOORS (BY OTHERS) 516"Ø (8) TOTAL ELEVATION VIEW (WITHOUT TRIM) PLAN VIEW ISOMETRIC VIEW ELEVATION VIEW (WITH TRIM: 16 GA. 430 S.S.) NOTES: 1. INTAKE DOOR AND TRIM SHALL BE REMOVED FOR DOOR MAINTENANCE. 2. BOTTOM HINGED DOORS ARE SELF-CLOSING, NOISELESS, AND SELF-LATCHING. UL CLASSIFIED 90 MINUTE FIRE-RATED DOOR AND FRAME ASSEMBLY AND A TEMPERATURE RISE OF 250° F MAX IN 30 MINUTES. 3. MAX OPENING FOR INTAKE DOOR IS 14" FROM FACE OF FINISHED WALL. 4. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 5. 2022 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. 6. 18x18 AIR ASSIST ACCESS DOOR IS LARGEST DOOR THAT ATM WILL DESIGN FOR CHUTE INTAKE. 7. ATM WILL NEVER DESIGN A 24x24 INTAKE DOOR AS THESE DOOR SIZES HAVE LED TO FATALITIES. 2 SCALE: 3 8" = 1'-0" CHUTE INTAKE DOOR WASTE / COMPOST CHUTES AT UPPER LEVELS 3 SCALE: 3 8" = 1'-0" CHUTE INTAKE DOOR RECYCLING CHUTE AT UPPER LEVELS SCALE: NTS SCALE: 3 8" = 1'-0" SCALE: 3 8" = 1'-0" SCALE: 3 8" = 1'-0" SCALE: 3 SCALE: 4 8" = 1'-0" 12" = 1'-0" SCALE: 3 8" = 1'-0" RECYCLING CHUTE: WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE-RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION FRONT VIEW (WITH TRIM: 16 GA. 430 S.S.) 15x18 BOTTOM-HINGED, NORMALLY CLOSED LOW-VOLTAGE ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOOR FRONT VIEW (WITHOUT TRIM) PLAN VIEW SECTION VIEW RED OPEN BUTTON SATIN CHROME PULL HANDLE W/ THUMB LATCH * FIRE SPRINKLER HEAD AT HIGHEST LEVEL OF BUILDING * FIRE SPRINKLER HEAD AT EVERY OTHER FLOOR * FIRE SPRINKLER HEAD AT LOWEST LEVEL OF BUILDING EXAMPLE BUILDING VERTICAL SECTION VIEW LEVEL 2 LEVEL 3 LEVEL 4 PLUMBING SCHEMATIC LEGEND: 1. 3 4"Ø DOMESTIC HOT WATER INLET WITH VACUUM BREAKER. (SUPPLIED/INSTALLED BY PLUMBING SUBCONTRACTOR). 2. QUARTER-TURN GATE VALVE (SHUT-OFF AND BYPASS), (2) TOTAL. (SUPPLIED/INSTALLED BY PLUMBING SUBCONTRACTOR). 3. PLUMBING DESIGN, MATERIALS, AND INSTALLATION BY OTHERS. (SUPPLIED/INSTALLED BY PLUMBING SUBCONTRACTOR). 4. 24-VDC SOLENOID VALVE (OPTIONAL). NOT NEEDED FOR MANUAL OPERATION. (NOT USED HERE). 5. D & S UNIT: 1-GALLON CONTAINER, MOUNTING BRACKET, AND PROPORTIONAL VALVE AT REMOTE LOCATION. (SUPPLIED/MOUNTED BY CHUTE SUBCONTRACTOR. PLUMBED BY PLUMBING SUBCONTRACTOR). 6. FLUSHING SPRAY HEAD BELOW CHUTE VENT. (SUPPLIED/MOUNTED BY CHUTE SUBCONTRACTOR. PLUMBED BY PLUMBING SUBCONTRACTOR). 7. FIRE SPRINKLER INTERMEDIATE 12" IPS - 155°F, PENDANT GLASS BULB SPRINKLER. FIRE SPRINKLER AT HIGHEST INTAKE, LOWEST INTAKE, AND EVERY OTHER FLOOR BETWEEN, TO BE STARTED FROM HIGHEST INTAKE - CONNECTION BY OTHERS. (SUPPLIED/MOUNTED BY CHUTE SUBCONTRACTOR. PLUMBED BY FIRE SPRINKLER SUBCONTRACTOR). 8. SIDE-HINGED, UL RATED 90 MINUTE B-LABEL ACCESS DOOR. (SUPPLIED BY CHUTE SUBCONTRACTOR. INSTALLED BY FRAMING SUBCONTRACTOR OR GC). 9. SATIN CHROME PULL-HANDLE. (SUPPLIED/INSTALLED BY CHUTE MANUFACTURE). CHUTE JANITOR FLUSHING HEAD BETWEEN OPPOSITE FLOORS CHUTE JANITOR FLUSHING HEAD BETWEEN OPPOSITE FLOORS RECYCLING CHUTE: WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE-RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION WALL ASSEMBLY PER SCHEDULE (S.A.D.) EPOXY TO LAP OVER CURB AND EXTEND UPWARD UNDER WALL PANEL 6" (S.A.D.) EPOXY COVE BASE AND EPOXY FLOORS PER SCHEDULE (S.A.D.) CONCRETE SLAB (S.S.D.) 12"Hx6"W CONCRETE CURB WALL PROTECTION, SEE NOTE 4 WALL PANEL PER SCHEDULE (S.A.D.) R W/C NOTES: 1. REFER TO MANUFACTURER SPECIFICATIONS FOR ALL OTHER INFORMATION NOT LISTED. 2. (4) MASON BRA-RED SOUND ISOLATION PAD ASSEMBLIES PER FLOOR SUPPORT FRAME. PROVIDE MASON BRA-RED SOUND ISOLATION PADS BELOW FRAME RIM JOISTS BY OTHERS (S.S.D.) PLYWOOD SUBFLOOR BY OTHERS (S.S.D.) ASTM A307 516-18UNCx1 CAP SCREW W/ STANDARD WASHER & NEOPRENE GROMMET, (1) TOTAL PER ASSEMBLY 15- 15- DUCTILE IRON HOUSING BRIDGE-BEARING QUALITY NEOPRENE PROVIDE MASON BRA-RED SOUND ISOLATION PADS BELOW FRAME DUCTILE IRON HOUSING BRIDGE-BEARING CONC SLAB WHERE QUALITY NEOPRENE OCCURS (S.S.D.) 3 8"Ø x 3" RED HEAD OR HILTI KB3 POST-INSTALLED CONCRETE ANCHOR BOLT, (2) TOTAL EA ASSEMBLY ARCHITECT SHALL VERIFY WITH RECOMMENDATIONS IN ACOUSTICS REPORT A36 FLOOR SUPPORT FRAME, SEE PLAN TYPE III/V FLOOR CONNECTION TYPE I FLOOR CONNECTION ASTM A307 516-18UNCx1 CAP SCREW W/ STANDARD WASHER & NEOPRENE GROMMET, (1) TOTAL PER ASSEMBLY A36 FLOOR SUPPORT FRAME, SEE PLAN 14"Ø x 4" HEX HEAD LAG SCREW (2) TOTAL PER ASSEMBLY LEVEL 5 LEVEL 6 LEVEL 7 * FIRE SPRINKLER HEAD AT EVERY OTHER FLOOR SCALE: 3 8" = 1'-0" *SOUND CONSULTANT TO VERIFY DETAILS AND UPDATE AS NECESSARY* REFER TO CHUTE VESTIBULE LAYOUTS ON SHEETS TR0.1 FOR ANY MISSING INFORMATION. TYPE I SHAFT TYPE III SHAFT NOTES: 1. CHUTE INTAKE VESTIBULES SHALL BE 2HR FIRE-RATED WITH 2HR FIRE-RATED ACCESS DOORS. 5'-0" MIN CLEAR REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. POWER TO INTAKE DOORS SUPPLIED BY MCP. PROVIDE (1) 15x18 BOTTOM HINGED, ICD-2000, PNEUMATIC ASSIST CHUTE INTAKE DOOR FOR WASTE AND COMPOST AT EACH FLOOR. SEE DETAIL 2/-. PROVIDE (1) 15x18 BOTTOM HINGED, NORMALLY CLOSED LOW-VOLTAGE, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING DOOR FOR RECYCLING AT EACH FLOOR. SEE DETAIL 3/-. 2. 2HR FIRE-RATED FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 3. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD-FRAME CONSTRUCTION. SEE PLAN FOR DIAMETER OF OPENINGS. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/- FOR ANCHORING. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB - PROVIDED BY MANUFACTURER. 4. TYPE I FLOOR: TO PREVENT CONCRETE BREAK-OFF, VERIFY MINIMUM DISTANCE WITH STRUCTURAL ENGINEER. 5. ARCHITECT SHALL VERIFY ALL FLOOR SUPPORT FRAME ANCHORING CONNECTIONS WITH RECOMMENDATIONS IN ACOUSTICS REPORT. R W/C (2) 30"Ø GALV. STEEL CHUTES W/ 34"Ø FLOOR OPENINGS, SEE NOTE 3 MASON BRA-RED SOUND ISOLATION PADS (4) TOTAL AT EA FLOOR SUPPORT FRAME (2) 30"Ø GALV. STEEL CHUTES W/ 34" SQUARED FLOOR OPENINGS, SEE NOTE 3 18" x 6" DISCHARGE ROOM VENT W/ 2HR FIRE-RATED SEPARATION - COORDINATE W/ MEP A36 L112" x 112" x 14 x 3'-4" LONG FLOOR SUPPORT FRAMES MASON BRA-RED SOUND ISOLATION PADS (4) TOTAL AT EA FLOOR SUPPORT FRAME CHUTE SHAFT DETAILS PLAN VIEWS 15 SCALE: NTS 18" x 6" DISCHARGE ROOM VENT W/ 2HR FIRE-RATED SEPARATION - COORDINATE W/ MEP A36 L112" x 112" x 14 x 3'-4" LONG FLOOR SUPPORT FRAMES 3" 2"3/16" 1-3/8" 1-3/8"1-5/8" 1-5/8" 4-1/4" 2-1/2" 2-1/2" 34" 34" NOTES: 1. ALL HARDWARE PLATED 2. REFER TO MANUFACTURERS SPECIFICATIONS FOR ALL OTHER INFORMATION NOT INCLUDED. MASON BRA-RED MOUNT ISOMETRIC VIEW SCALE: 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 SHEET SIZE: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL, AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 30 x 42 STAMP Project Status Issue Date 2126 BM SHEET NUMBER: STAMP:
plot date : REVISIONS : ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] As Indicated TR2.0 4TH & RAILROAD San Mateo, CA CHUTE DETAILS 30"Ø 4TH & RAILROAD 1199 of 11211

MIXED-USE DATA FORM
NAME: 445 S. B St., Bespoke PA: PA23-012 ADDRESS: 445 S. B St.

LAND AREA:

City-Owned: 16,500 sq. ft.

Privately Owned: 34,100 sq. ft.

TOTAL: 50,600 sq. ft. (1.16 acres)
ZONING: CBD/R
(Central Business District,
Residential Overlay District –
Mixed Use)
APNs (Six Parcels):

City-Owned:
034-179-050, -060
Privately Owned:
034-179-010, -020, -030, -040,
EXISTING FLOOR AREA (4 Buildings)
302 E. 4th Ave.
407-411 S. B St.
415-445 S. B St.

COMBINED:
5,500 sq. ft.
4,142 sq. ft.
36,049 sq. ft.
45,701 sq. ft.

FLOOR AREA BY BUILDING:

Residential Building
Commercial Building
COMBINED:

Basement (Exempt)
PROPOSED1
76,702 sq. ft.
162,926 sq. ft.
239,628 sq. ft.
46,953 sq. ft.

MAXIMUM
49,500 sq. ft.
102,300 sq. ft.
151,800 sq. ft.
(Exempt)
FLOOR AREA BY LAND USE:

Office
Retail/Restaurant
Residential
Community Service/Non-Profit2

PROPOSED
153,080 sq. ft.
13,995 sq. ft.
55,401 sq. ft.
5,645 sq. ft.
-
-
-
-
F.A.R.:

Residential Building
Commercial Building
COMBINED:

PROPOSED

4.64 4.77

4.73 3.0

3.0 3.0
BLDG. HEIGHT:

Residential Building
Commercial Building

PROPOSED
85’-6”
85’-9 ½”
55 ft. to 75 ft.
55 ft. to 75 ft.

STORIES:

Residential Building
Commercial Building

PROPOSED
7 Above Grade, 1 Below Grade
6 Above Grade, 1 Below Grade
-
-
RESIDENTIAL DENSITY:

Base Density
Density Bonus
COMBINED:

PROPOSED
50 units/acre
22%
61 units/acre

MAXIMUM
50 units/acre
Unlimited
Unlimited
RESIDENTIAL UNITS:

Base Density
Density Bonus
COMBINED:

PROPOSED
58 Units
13 Units (22%)
71 Units
58 Units
Unlimited
1 Requested concession through application of State Density Bonus Law per Gov’t Code 65915(d)(2)(D). 2 Ground floor commercial uses includes floor area devoted to Self Help for the Elderly. 1200 of 11211

UNIT MIX
Studio
1-bedroom
2-bedroom
3+- bedroom

QUANTITY
3 24
22 22

PROPOSED SIZE RANGE
381 to 430 sq. ft.
450 to 569 sq. ft.
798 to 907 sq. ft.
920 to 1,235 sq. ft.5

MINIMUM SIZE
350 sq. ft.
540 sq. ft.
750 sq. ft.
960 sq. ft.

SETBACKS:

Front (S. B St):

Left Side (E. Fourth Ave):

Commercial
Residential
Right Side (E. Fifth Ave):

Rear (Railroad Ave):

Commercial
Residential

PROPOSED
-
0’-0” to 20’-8” (open space)
0’-0” to 37’-6” (open space)
4-0”
0’-0” to 6’-11” (open space)
-
0’-0” to 10’-0”
0’-0” to 1’-6”

MAXIMUM
0’-0”
0’-0”
0’-0”
0’-0”
0’-0”
0’-0”

REQUIRED RETAIL FRONTAGE
E. 4th Ave.

Width
Depth
S. B St.

Width
Depth

PROPOSED
100%
62’-7”
85%
67’-3”

MINIMUM
75% of Building Width
60’-0”
75% of Building Width
60’-0”
PARKING6:

Commercial Parking
Residential Parking
TOTAL PARKING:

PROPOSED7
100 Spaces
37 Spaces
137 Spaces

MINIMUM
None Required
37 Spaces (ENA)
-
BICYCLE PARKING:

Commercial – Long Term
Retail
Office
Residential – Long Term
Commercial – Short Term
Retail
Office
Residential – Short Term
56 Long Term Spaces
84 Long Term Spaces
16 Short Term Spaces
8 Short Term Spaces
14 Long Term Spaces
6 (1 per 12,000 sq. ft.)
8 (1 per 10,000 sq. ft.)
88 (1 to 1.5 spaces per unit)
7 (1 per 2,000 sq. ft.)
8 (1 per 20,000 sq. ft.)
7 (0.05 to 0.15 per unit)
OPEN SPACE:

Commercial Open Space8
Residential Open Space
Private:

Common:

PROPOSED9
2,281 sq. ft.

None Provided
4,428 sq. ft.

MIMIMUM
1% Nonresidential Floor Area
80 sq. ft./Unit
8,520 sq. ft.
5 Requested waiver through application of State Density Bonus Law per Gov’t Code 65915(e)(1). 6 Mechanical Parking Lifts: 28 Commercial, 22 Residential. 7 Requested application of State Density Bonus Law per Gov’t Code 65915(p)(3)(A) and AB 2097 (Gov’t Code 65863.2). 8 Commercial Open Space: 1,487 sq. ft. is unshaded during days and times specified in SMMC 27.38.090 (greater than 50% of the total commercial open space).
9 Requested concession through application of State Density Bonus Law per Gov’t Code 65915(d)(2)(D). 1201 of 11211

DENSITY BONUS INCENTIVE/CONCESSION AND WAIVER SUMMARY
The incentives/concessions and waivers to the following standards have been identified, to be applied pursuant to State Density Bonus Law:

Incentives/Concessions
As detailed in the density bonus request letter, the applicant has requested two concessions/incentives

1. Floor Area Ratio (FAR) Increase – Per General Plan Land Use Policy 5 and San Mateo Municipal Code (“SMMC”) Section 27.38.060(a) limits the maximum FAR to 3.0. The project proposes a 4.90 FAR to allow for additional commercial and residential square footage. The application contends that reducing the floor area proportionally across the project to meet the 3.0 FAR maximum would result in the loss of 41 affordable housing units as well as 60,626 square feet of commercial square footage that is intended to help subsidize —and thereby provide for—the Project’s affordable housing units.

2. Open Space Reduction – SMMC Section 27.38.130(c) requires a minimum of 8,520 square feet of open space. The project proposes 4,000 square feet of open space. The application contends that this concession/incentive will provide actual and identifiable cost reductions in that it will allow for the construction of the affordable residential units.

Waivers
As detailed in the density bonus request letter, the applicant has requested six waivers:

1. Street Wall Area Limitations – SMMC Section 27.42.010 limits structures and buildings on parcels identified as Street Wall Area on the Building Height and Bulk Plan in the Downtown Specific Plan in accordance with the following diagram:

The application exceeds these street wall height limits in several places in both the residential and commercial buildings in order to accommodate the requested FAR concession noted above.

2. Bulk Dimensions Above 55 Feet – SMMC Section 27.40.030 limits the maximum bulk dimensions for portions of the commercial building above 55 feet; specifically, a maximum building dimension of 150 lineal feet and a maximum diagonal dimension of 170 lineal feet. The project proposes an overall dimension for the commercial building of 227 feet by 210 feet in order to accommodate the requested FAR concession noted above.

3. Commercial Building Height – General Plan Map L-4 allows maximum building heights up to 75 feet where a project provides public benefit. The project proposes to have a maximum building 1202 of 11211
height up to 85 feet in order to accommodate the requested FAR concession noted above and proposes various public benefits as enumerated in the staff report.

4. Residential Building Height – General Plan Map L-4 allows maximum building heights of 75 feet.

The project proposes to have a maximum building height of 87 feet in feet in order to accommodate the requested FAR concession noted above and proposes various public benefits as enumerated in the staff report.

5. Dwelling Floor Area – SMMC Section 27.22.110 requires the minimum residential unit sizes of 540 square feet (one-bedroom with kitchen units), 750 square feet (two-bedroom with kitchen units), and 960 square feet (three-bedroom with kitchen units). The project proposes some of the onebedroom units at 450 square feet and some of the three-bedroom units at 920 square feet.

6. Streetwall Setbacks – SMMC Section 27.38.100 requires the streetwall/open space setback maximum to be no more than 40% of the building line. Along Railroad Avenue, the project proposes such setbacks to be 45% of the building line.
1203 of 11211
www.coxcastle.com Los Angeles | Orange County | San Francisco Cox, Castle & Nicholson LLP
50 California Street, Suite 3200
San Francisco, California 94111-4710
P: 415.262.5100 F: 415.262.5199
Christian H. Cebrian
415.262.5123
[email protected]
File No. 089642
June 17, 2024

VIA E-MAIL
Mr. Rendell Bustos
City of San Mateo
Community Development Department
330 West 20th Avenue
San Mateo, CA 94403
Re: Updated State Density Bonus Law Request Letter
445 South B Street Project
Dear Mr. Bustos,
On behalf of DTSM Talbots Venture, LLC (“Applicant”), we are submitting this updated State Density Bonus Law (“SDBL”) request for the proposed 100% affordable, 71-unit mixeduse development, including separate residential and commercial structures and an underground parking garage with 137 spaces (the “Project”), located at 445 South B Street (APNs 034-179- 010, -020, -030, -040, -050, -060) (the “Property”) in the City of San Mateo (the “City”).

As set forth below, the Project qualifies for a density bonus as well as certain incentives, concessions, waivers, and vehicular parking ratios under the SDBL. The Applicant also reserves the right to update and/or amend these requests in the future as the application process continues.

1. Density Bonus
The SDBL applies to housing development projects1that provide on-site affordable housing and provides for, among other things, increased residential density over the maximum density otherwise allowed under local law. Here, with the exception of a manager’s unit, Project units would be restricted to lower income households (80% Area Median Income (AMI) or less) with a target average AMI of 60% or less. The Property also is located within one-half mile of a major transit stop (the downtown San Mateo Caltrain Station).

Under the City’s presumptive land use controls, the Project’s “base density” would be 58 units (i.e., the Project site is 1.16 acres, and its CBD/R zoning district permits 50 units per acre).

The Project therefore requests a density bonus of approximately 22% to allow for the 71 units.

The Project’s qualification under the SDBL also entitles the Project to receive four incentives or 1 A “housing development” includes “mixed-use developments.” (Gov. Code, § 65915(i).) 1204 of 11211
Mr. Rendell Bustos
June 17, 2024

concessions (Gov. Code, § 65915(d)(2)(D)), an unlimited number of waivers (id. § 65915(e)(1)), and certain vehicular parking ratios (id. § 65915(p)(3)), all as further specified below.

2. Incentives and Concessions
(a) Legal Standard
An incentive or concession is a reduction in development standards or modification of zoning or architectural requirements, or any other regulatory incentive or concession proposed by the developer, that results in identifiable and actual cost reductions to provide for affordable housing costs.2(Gov. Code, § 65915(k).) The California Housing and Community Development Department (“HCD”) has taken the position that the SDBL “clearly indicates that requirements beyond development standards are eligible” as incentives or concessions, including “regulatory requirements,” provided that the request has identifiable and actual cost reductions. (HCD Letter of Inquiry and Technical Assistance to City of San Jose, Dec. 14, 2021, at p. 3.) Courts have explained that an applicant is not required to prove that a requested incentive or concession would lead to cost reductions. Rather, specific requests are “presumed” to result in cost reductions, and an agency bears the burden to demonstrate otherwise if it intends to deny a request. (See Bankers Hill 150 v. City of San Diego (2022) 74 Cal.App.5th 755, 770 [citing Schreiber v. City of Los Angeles (2021) 69 Cal.App.5th 549, 555].) Likewise, while an applicant may be required to provide a basic explanation as to why a project is eligible to receive an incentive or concession (e.g., drawings and the like), an agency cannot require preparation of a supporting report or study. (See, e.g., HCD Notice of Violation to City of Encinitas, March 25, 2021, at pp. 3-4 [“The Legislature was clear that no additional studies, reports, or analysis were to be required.”].) Cost reductions, HCD has noted, “should be apparent from the project application, thus negating any need for ‘financial analysis or report.”’(Id.) A local agency must grant an incentive or concession unless it can make written findings, based upon substantial evidence, according to certain specified statutory limitations. The only reasons to deny a requested incentive or concession are if: (i) the incentive or concession would not result in identifiable and actual cost reductions; (ii) the incentive or concession would have a specific, adverse impact on public health and safety, and there is no feasible way to mitigate or avoid that impact without rendering the development unaffordable to low income and moderate income households; (iii) the incentive or concession would have an adverse impact on any real property listed in the California Register of Historical Resources; or (iv) the incentive or concession would be contrary to state or federal law. (Gov. Code, § 65915(d)(1).) 2 Since 2017, the SDBL no longer requires a showing that a requested incentive or concession is required to make a project economically feasible. (Stats. 2016, ch. 758, § 1.) 1205 of 11211
Mr. Rendell Bustos
June 17, 2024

(b) Request for Incentives and Concessions
As set forth above, the Project qualifies for four incentives and concessions under the SDBL. (Gov. Code, § 65915(d)(2)(D).) The Applicant requests the following two concessions at this time, and it reserves the right to identify additional incentives or concessions in the future. (i) Floor Area Ratio (“FAR”) (General Plan Map LU-5)
The Property is located in the Central Business District, which sets a maximum FAR of

3.0. (Muni. Code, § 27.38.060(a).) The Project is proposed with an FAR of 4.74, which exceeds this presumptive standard. (See Sheet A0.1.) Application of the 3.0 FAR limitation, however, would require the removal of at least two stories from both the residential and the commercial structure. Reducing the floor area proportionally across the project would result in the loss of 41 affordable housing units as well as 60,626 square feet of commercial square footage that is intended to help subsidize —and thereby provide for—the Project’s affordable housing units.

Based on recent leasing data for locations in the Peninsula market (Newmark 2Q23 North Peninsula Office Report), application of the 3.0 FAR limit would result in a substantial loss in gross rental revenue for the commercial project per year. The loss of leasable space would also result in the project’s fixed costs, such as the parking garage, being borne by a smaller revenue generating project component which impacts project financial feasibility. The increased fixed cost burden ratio would likely result in less project subsidy being available for the affordable housing units.

The Project therefore requests a concession under the SDBL to exceed the otherwise applicable FAR limit of 3.0 of up to 4.90 FAR (rounded up from 4.74 FAR to address any minor adjustments needed during the construction drawing phase of processing). This concession will provide actual and identifiable cost reductions in that it will allow for the construction of the affordable residential units. As explained below, in connection with this concession, the Project also is requesting several derivative waivers necessary to achieve the increased FAR. (ii) Residential Open Space (Muni Code, § 27.38.130(c)) The City requires 80 square feet of private open space per unit, or common open space of 150% of the private requirement. For common open space, this results in a requirement of 8,520 total square feet for the 71 residential units. The Project is able to provide approximately 4,457 square feet of common open space through a second -story terrace.

Increasing the amount of common open space through an additional rooftop terrace would only add 735 square feet of open space, which would not provide significant space for additional amenities. An estimated cost for constructing a rooftop terrace would be an additional $750,000 to $1,000,000, not including any soft costs or further build-out of the terrace. The increased costs includes factors such as the need to extend the elevator to one additional floor and to include an elevator penthouse and soundproofing units below roof deck. This cost will likely affect the Project’s competitiveness in State financing regarding points related to cost 1206 of 11211
Mr. Rendell Bustos
June 17, 2024

containment strategies.

The Project therefore requests a concession under the SDBL to provide 4,000 square feet of common open space (rounded down from the current design of 4,457 to address any minor adjustments needed at the construction drawing phase of processing) This concession will provide actual and identifiable cost reductions in that it will allow for the construction of the affordable residential units.

3. Waivers
(a) Legal Standard
In addition to incentives or concessions, a developer may request a waiver of any development standard that would have the effect of physically precluding the construction of a development at the density or with the incentives or concessions permitted by the SDBL. (Gov.

Code, § 65915(e)(1).) A “development standard” includes any “site or construction condition including, but not limited to, a height limitation, a setback requirement, a floor area ratio, an onsite open-space requirement, a minimum lot area per unit requirement, or a parking ratio that applies to a residential development pursuant to any ordinance, general plan element, specific plan, charter, or other local condition, law, policy, resolution, or regulation.” (Id. § 65915(o)(2).) An applicant is not limited in the number of waivers it may request, and the scope of potential waivers has been broadly interpreted by the courts. (See, e.g., Bankers Hill 150 v. City of San Diego (2022) 74 Cal.App.5th 755; Wollmer v. City of Berkeley (2011) 193 Cal.App.4th 1329.) There also are no financial criteria for granting a waiver; to establish eligibility for a waiver, the required showing is that the project qualifies for a density bonus. (HCD Notice of Violation Letter to the City of Encinitas, Jan. 20, 2022, at p. 3.) A waiver also must be granted if necessary to facilitate a requested incentive or concession. (HCD Letter of Technical Assistance to the City of San Jose, May 20, 2022, at pp. 2-3.) These types of “derivative waivers should be considered and approved in a perfunctory manner by the local agency.” (Id. at p. 3.) As with incentives or concessions, an agency can deny a waiver only under certain limited circumstances. The only reasons to deny a waiver are if: (i) the waiver would have a specific, adverse impact on health or safety and there is no feasible way to mitigate or avoid the specific adverse impact; (ii) the waiver would have an adverse impact on any real property listed in the California Register of Historical Resources; or (iii) the waiver would be contrary to state or federal law. (Gov. Code, § 65915(e)(1).) A court also recently held that an agency cannot deny a waiver even if the developer could have designed its project in some other way that might have minimized the need for the waiver. (Bankers Hill 150, 74 Cal.App.5th at 755; see also Wollmer, 193 Cal.App.4th 1329, 1346 [“Standards may be waived that physically preclude construction of a housing development meeting the requirements for a density bonus, period.”].) 1207 of 11211
Mr. Rendell Bustos
June 17, 2024

(b) Requests for Waivers
The Applicant requests waivers from the following applicable City development standards, application of which otherwise would physically preclude construction of the Project at the density and with the incentives and concessions permitted by the SDBL. (i) Street Wall Area Limitations (Muni. Code, § 27.42.010) The Applicant requests a waiver from the City’s street wall area limitations (see Muni.

Code, § 27.42.010), compliance with which would result in the loss of a substantial portion of both the residential and commercial components of the Project. Absent this waiver, the Project could not fit as many residential units or as much commercial square footage on the Property, thereby precluding construction of the proposed development at the density and with the incentives and concessions permitted by the SDBL. (Gov. Code, § 65915(e).) Specifically, this waiver is necessary to achieve the requested FAR concession. See below details outlining impact of standard on square footage.

Specifically, without this waiver, the commercial building would lose:

Floor 3: 2,182 sf
Floor 4: 5,784 sf
Floor 5: 7,522 sf
Floor 6: 2,078 sf
Total Loss: 17,566 sf
(See Sheet A0.20.)
The residential building would lose:

Floor 2: 2,629 sf (7 units)
Floor 3: 3,982 sf (5 units)
Floor 4: 6,155 sf (10 units)
Floor 5: 7,954 sf (10 units)
Floor 6: 9,570 sf (11 units)
Floor 7: 10,480 sf (12 units)
Total Loss: 40,770 sf (55 units)
(See Sheet AR3.21.)
Nonetheless, the Project building mass will be mitigated by utilizing varying materials and massing breaks and enhancing the pedestrian experience via increased sidewalk widths and street scape.
1208 of 11211
Mr. Rendell Bustos
June 17, 2024

(ii) Bulk Dimensions Above 55 Feet (Muni. Code, § 27.40.030) The Applicant requests a waiver from maximum bulk dimensions for those portions of the commercial building above 55 feet of: (i) maximum building dimension of 150 lineal feet; and (ii) maximum diagonal dimension of 170 lineal feet. (Muni. Code, § 27.40.030.) The project proposes an overall dimension for the commercial building of 227 feet by 210 feet. To mitigate this increase in bulk, the project is broken down on the upper floors by steps to reduce mass. On the 5th floor the building has steps of 56 feet by 41 feet, 18 feet by 21 feet, and 18 feet by 21 feet on the corner of 4th Ave. & B Street, the corner of 5th Ave. & B Street, and the corner of 5th Ave. & Railroad Ave., respectively. On the 6th floor, the building steps back 56 feet by 67 feet, 21 feet by 152 feet, and 18 feet by 168’ on the 4th Avenue face, the B Street face, and the 5th Avenue face, respectively. (See Sheet A0.21-diagram (1) and (3).) Absent this waiver, the Project would not be able to achieve the requested FAR concession, thereby precluding construction of the development at the density and with the incentives and concessions permitted by the SDBL. (Gov. Code, § 65915(e).)
Specifically, without this waiver, the commercial building would lose:

Floor 5: 17,788 sf
Floor 6: 8,179 sf
Total Loss: 25,985 sf
(See Sheet A0.21-diagram (2) and (4).)
(iii) Commercial Building Height (General Plan Map LU-4) The Commercial Building is proposed to have a maximum building height of 83 feet and nine inches in order to accommodate the Commercial Buildings 6th floor. The 6th floor is a project revision intended to roughly maintain the previously planned commercial square footage while also accommodating the additional 11 affordable units requested in the May, 2023 City Council study session. The building would require an elevator overrun of 13 feet as well as mechanical screening (per SMCC 21.17.060 (f)) to screen the elevator overrun and rooftop mechanical equipment, for a top of parapet of 96 feet and nine inches. (See Sheet A3.0-3.1.) The General Plan allows maximum building heights up to 75 feet where a project provides public benefits (heights may otherwise be limited to 55 feet). The Project would provide substantial public benefits in the form of, among other things: (i) a 100% affordable residential component (aside from one manager’s unit) providing 71 affordable units which is substantially above the City’s otherwise required nine (9) low income units for the 58-unit base project; and (ii) a 4,622 square-foot space for Self-Help for the Elderly (a non-profit entity improving the lives of elderly citizens), which will be made available at an extremely below market rent. Whichever height limit applies, the Applicant requests a waiver to allow for building height up to 85 feet (rounded up from the current design to account for minor adjustments that may be made during the construction drawing phase of processing). We understand the elevator overrun and screening are excluded from the calculation of building height. (SMMC 27.02.060). Absent this waiver, the 1209 of 11211
Mr. Rendell Bustos
June 17, 2024