new commercial & multi-family loyola corners
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T0.1
GEOTECHNICAL ASPECTS:THE GEOTECHNICAL ASPECTS OF THE CONSTRUCTION, INCLUDING SITE GRADING, BASEMENT EXCAVATION, PIERDRILLING, FOOTING EXCAVATIONS, PREPARATION OF SUBGRADE AND PLACEMENT OF NON-EXPANSIVE FILL BENEATHTHE BASEMENT SLAB AND SLABS-ON-GRADE, PAVEMENTS, RETAINING WALL BACKFILL, AND INSTALLATION OFSURFACE AND SUBSURFACE DRAINAGE SHOULD BE PERFORMED IN ACCORDANCE WITHTHE RECOMMENDATIONS OFTHE GEOTECHNICAL REPORT PREPARED BY MURRAY ENGINEERS INC., DATED JANUARY 10, 2013. MURRAYENGINEERS, INC. SHOULD BE PROVIDED AT LEAST 48HOURS ADVANCE NOTIFICATION (650-559-9980) OF ANYEARTH WORK, EARTHWORK OPERATIONS AND SHOULD BE PRESENT TO OBSERVE AND TEST, AS NECESSARY, THEEARTHWORK, FOUNDATION, AND DRAINAGE INSTALLATION PHASES OF THE PROJECT.SITE EXAMINATION:THE CONTRACTOR SHALL THOROUGHLY EXAMINE AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THEWORK IS TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AND CONDITIONSAFFECTING HIS WORK, AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME.SAFETY:IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BERESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURINGPERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMALWORKING HOURS.DAMAGE TO STRUCTURE OR SYSTEMS TO REMAIN:CONTRACTOR SHALL REIMBURSE OWNER(S) FOR REPAIR AND REPLACEMENT, TOGETHER WITH ANY DESIGN TEAMFEES, FOR ANY DAMAGE CAUSED TO STRUCTURES OR EXISTING SYSTEMS TO REMAIN, AS THE RESULT OF HIS/HERCONSTRUCTION OPERATIONS.MEASUREMENTS:THE CONTRACTOR SHALL VERIFY ALL DIMENSION SHOWS ON THE DRAWINGS BY TAKING FIELD MEASUREMENTS IFNECESSARY.PROPER FIT AND ATTACHMENT OF ALL PARTS REQUIRED.BEFORE COMMENCING WORK CHECK ALL LINEAND LEVELS INDICATED AND SUCH OTHER WORKS TO VERIFY THAT IT HAS BEEN PROPERLY COMPLETED. SHOULDTHERE BE ANY DISCREPANCIES. THIS OFFICE IS TO BE NOTIFIED FOR CORRECTIONS AND/OR RESOLUTION PRIOR TOCOMMENCEMENT OF ANY RELATED WORK.EXISTING CONDITIONS:ALL INFORMATION RELATING TO EXISTING CONSTRUCTION IS GIVEN AS BEING THE BEST INFORMATION AVAILABLE,BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,DIMENSIONS, AND BUILDING DATA AT THE JOB SITE. ANY DISCREPANCIES REQUIRING MODIFICATION TO THECONSTRUCTION SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. NO MODIFICATIONS SHALL BE MADEWITHOUT APPROVAL OF THE OWNER(S).CONTRACTOR'S EQUIPMENT:COORDINATE WITH OWNER'S REPRESENTATIVE THE LOCATION OF CONTRACTOR'S BUILDING ENTRANCE ANDLOCATION OF CONTRACTOR'S EQUIPMENT AND MATERIAL STORAGE AREA.UTILITY SHUT-DOWNS AND CONNECTIONS:BEFORE THE SHUT-DOWN OR TYING INTO ANY UTILITY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE OWNER'S&CITY REPRESENTATIVES. ALL BUILDING MATERIALS MUST BE ASBESTOS FREE.CONSTRUCTION SCHEDULING:CONTRACTOR SHALL COORDINATE HIS/HER CONSTRUCTION OPERATIONS WITH OWNER'S REPRESENTATIVE PRIOR TOSCHEDULING AND START OF THE WORK. CONTRACTOR SHALL PROVIDE PROTECTION TO ALL EXISTING SYSTEMSWHICH ARE IN USE AND ARE ADJOINING THE WORK AND ARE NOT PART OF THE WORK.PLUMBING & ELECTRICAL:(SEE ALSO PLUMBING AND ELECTRICAL NOTES) EXAMINATION OF PLUMBING AND ELECTRICAL SERVICES TO SITE BYCONTRACTOR PRIOR TO CONNECTION OR TYING INTO IS REQUIRED. IN ANY CASE WHERE A NEW LINE TIES INTO OREXTENDS AN EXISTING LINE WITHIN THE LIMITS OF WORK, THE CONTRACTOR SHALL EXAM THE ENTRY LINE , ORARRANGE FOR THE PROPER AGENCIES TO DO SO NOTIFY OWNER OF ANY DEFECTS PRIOR TO TYING INTO (E) LINES.
ALL WORK SHALL CONFORM AND SHALL BE IN CONFORMANCE TO ALL REQUIREMENTS OF THE STATE OF CALIFORNIAENERGY COMMISSION (TITLE24) ENERGY EFFICIENCY STANDARDS FOR NEW RESIDENTIAL BUILDINGS AND SPECIFYREGULATION AND MANDATORY FEATURE AS REFERED TO IN THE ENERGY CALCULATION OR AS NOTED ON DRAWINGS.
ALL GLASS SHALL CONFORM WITH HUMAN IMPACT AND SAFETY REQUIRMENTS AS PER CRC UNLESS OTHERWISENOTED, ALL NAILING SHALL BE AS PER CBC.
PROVIDE SECURITY DEVICES AS REQUIRED BY THE CITY OR COUNTY. AS WELL AS SECURITY DEVICES SPECIFICALLYREQUESTED BY OWNER.
CONTRACTOR SHALL INSTALL ALL INSTALLATION AS REQUIRED BY TITLE 24.
FLOOR INSULATION: R-19 BATTWALL INSULATION: R-13 MIN AT 2x4 STUD WALLS
R-13 MIN AT 2x6 STUD WALLSATTIC INSULATION: R-30 BATT OR OPEN CELLVAULTED CEILING: R-30 HIGH PERFORMANCE BATT OR OPEN CELL FOAMPIPE INSULATION: R-7 WRAPPED HOT WATER ONLYDUCT INSULATION: R-4.2 MINIMUM BY DESIGNHOT WATER HEATER: R-12 BLANKET (OR AS REQUIRED FOR ON DEMAND WATER HTRS)
ALL INSULATION TO BE JOHNS MANVILLE FOMALDEHYDE-FREE FIBER GLASS INSULATION OR EQUAL AND INSTALLEDAS PER MANUFACTURER'S SPECIFICATIONS.
CONTRACTOR SHALL COMPLETE INSULATION INSTALLATION CERTIFICATE AND PROVIDE OWNER WITH ALLMANUFACTURER'S MANUALS FOR EQUIPMENT SPECIFICALLY DETAILING EFFICIENT OPERATION AND MAINTENANCEREQUIREMENT
NEW COMMERCIAL & MULTI-FAMILY
LOYOLA CORNERS
GENERAL NOTES
VIC
IN
IT
Y M
AP
, G
EN
ER
AL
NO
TE
S, C
OD
E S
UM
MA
RY
,
DR
AW
IN
G IN
DE
X &
PR
OJE
CT
D
AT
A
VICINITY MAP NOT TO SCALE
NORTH
PROJECT SITE
PARCEL MAP NOT TO SCALE
NORT
H
CODE SUMMARY
TYPE OF CONSTRUCTION: OCCUPANCY:
TYPE V-B - FULLY SPRINKLERED OCCUPANCY GROUPS: R-3/USTORIES: 3 STORIES & STORAGE BASEMENT
CODE COMPLIANCE:
2013 CALIFORNIA BUILDING CODE2013 CALIFORNIA GREEN BLDG. STANDARDS CODE2013 CALIFORNIA ELECTRICAL CODE2013 CALIFORNIA MECHANICAL CODE2013 CALIFORNIA PLUMBING CODE2013 CALIFORNIA FIRE CODE2013 CALIFORNIA ENERGY CODE2013 CALIFORNIA RESIDENTIAL CODELOS ALTOS MUNICIPAL CODE
NOTHING ON THE DRAWING SHALL BE CONSTRUED TOPERMIT WORK NOT CONFORMING TO THE LISTEDCODES AND REGULATIONS.
PROJECT DESCRIPTION
SUMMARY OF WORK:
NEW COMMERCIAL & MULTI-FAMILY BUILDING:
BASEMENT
(5) 9' X 18' PARKING STALLS ACCESSED BY LIFT STORAGE
GROUND FLOOR
(2) RETAIL STORES (9) 9' X 18' PARKING STALLS, (1) ADA PARKING STALL TRASH & RECYCLING STORAGES
SECOND FLOOR
(2) THREE-BEDROOM & THREE-BATH CONDOMINIUMS (1) THREE-BEDROOM & TWO AND A HALF-BATH CONDOMINIUM
THIRD FLOOR
(1) FOUR-BEDROOM & THREE AND A HALF-BATH CONDOMINIUM (1) THREE-BEDROOM & THREE AND A HALF-BATH CONDOMINIUM
CONDITIONS OF APPROVAL
PROVIDE AUTOMATIC SPRINKLERS AND UNDERGROUND UTILITY SERVICE TO THE BUILDING
PROJECT TEAM
OWNERS:
LOYOLA CORNERS ESTATES LLC1900 CAMDEN AVE.SAN CARLOS, CA 95124CONTACT: GREGG BUNKERPHONE: (408) 558-3600 / (408) 781-1725email: gregg@greggbunker.com
CIVIL:
SMP ENGINEERS, LLC1534 CAROB LANELOS ALTOS, CA 94024CONTACT: SAEID RAZAVIPHONE: (650) 941-8055FAX: (650) 941-8755email: srazavi@smpengineers.com
CONTRACTOR:
T.B.D.
DRAWING INDEX
ARCHITECTURAL:T0.1 TITLE SHEETT0.2 FLOOR AREA CALCULATIONS, PROJECT DATAA1.1 PROPOSED SITE PLANA1.31 PROPOSED ELEVATIONSA1.32 STREETSCAPE ELEVATIONSA2.0 OVERALL BASEMENT PLANA2.1 OVERALL GROUND FLOOR PLANA2.2 OVERALL SECOND FLOOR PLANA2.3 OVERALL THIRD FLOOR PLANA2.4 OVERALL ROOF PLANA3 NOT USEDA4.1 SECTIONS A-AA4.2 SECTIONS A-BA5.1 DETAILSA5.2 DETAILS
MAXIMUM ALLOWED 988 6,841 NO RESTRICTIONS
FLOOR AREABASEMENT 0 Sq. Ft. 3,270 Sq. Ft.GROUND FLOOR 524 Sq. Ft. 6,841 Sq. Ft.SECOND FLOOR 0 Sq. Ft. 6,838 Sq. Ft.THIRD FLOOR 0 Sq. Ft. 6,838 Sq. Ft.TOTAL 524 Sq. Ft. 23,787 Sq. Ft. NO RESTRICTIONS
PROJECT DATA
CN, COMMERCIAL NEIGHBORHOOD
SURVEY REQUIRED
MAXIMUM SITE COVERAGE NONE
MAX. HEIGHT NO STRUCTURE SHALL EXCEED 30 FT (PER CITY'S SPECIFIC PLAN)
FLOOR AREA RATIO NONE (SEE CHAPTER 14.40.070 OF MUNICIPAL CODE)
ARCHITECT:
M DESIGNS ARCHITECTS4546 EL CAMINO REAL, STE 223LOS ALTOS, CA 94022CONTACT: ALPHEUS JESSUPPHONE: (650) 565-9036email: awj@mdesignsarchitects.com
LANDSCAPE:
DRAKE DESIGN ASSOCIATES51 UNIVERSITY AVENUE, SUITE ILOS GATOS, CA 95030CONTACT: LEAH DRAKEPHONE: 408.688.7651email: LEAH@DRAKEDESIGNASSOC.COM
ENERGY CONSULTANT:
T.B.D.
LO
YO
LA
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999 F
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10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
PROJECT SITE
STRUCTURAL:
T.B.D.
CIVILC-1 COVER SHEET/ NOTESC-2 GRADING AND DRAINAGE PLANSTRM-1 STORMWATER CONTROL PLANT-1 TOPOGRPAHIC SURVEY MAPSP-1 EXISTING SITE PLANTM TENTATIVE MAP
PROJECT SUMMARY TABLES
SEE T0.2 FOR AREA CALCULATIONS
LANDSCAPE:
L-1.1 PRELIMINARY LANDSCAPE PLAN- GROUND FLOOR/STREETSCAPE
L-1.2 PLP- PLANT LEGEND AND SECOND LEVEL POTS
L-1.3 PLP- THIRD LEVEL PLANTERS AND STORM WATER FILTRATION PLANTER DETAIL
L-1.4 PLP- ROOF TERRACE
L-1.5 PLP- ELEVATIONS
11.24.2014 DESIGN REVIEW-RENUMBER
BASEMENT1922 Sq. Ft.
LEGEND
BASEMENT 1922 Sq. Ft.
PARKING 1348 Sq. Ft.AREA
TOTAL 3270 Sq. Ft.
GROUND FLOOR ABOVE
PROPERTY LINE
PARKING AREA1348 Sq. Ft.
PROPERTY LINE
LEGEND
RETAIL 1 719 Sq. Ft.
RETAIL 2 626 Sq. Ft.
PARKING 3892 Sq. Ft.AREA
BIKES & 349 Sq. Ft.PLANTERS
COMMON 1255 Sq. Ft.AREA
TOTAL 6841 Sq. Ft.
PARKING AREA3892 Sq. Ft.
RETAIL 1719 Sq. Ft.
RETAIL 2626 Sq. Ft.
UNIT 21811 Sq. Ft.
UNIT 31662 Sq. Ft.
UNIT 11982 Sq. Ft.
LEGEND
UNIT 1 1982 Sq. Ft.
UNIT 2 1811 Sq. Ft.
UNIT 3 1662 Sq. Ft.
472 Sq. Ft.
COMMON 911 Sq. Ft.AREA
TOTAL 6838 Sq. Ft.
PROPERTY LINE
UNIT 42210 SQ. FT.
UNIT 52610 Sq. Ft.
LEGEND
UNIT 4 2210 Sq. Ft.
UNIT 5 2610 Sq. Ft.
691 Sq. Ft.
PLANTERS 340 Sq. Ft
COMMON 987 Sq. Ft.AREA
TOTAL 6838 Sq. Ft.
PROPERTY LINE
SUMMARY OF LAND DEVELOPMENT
LOT AREA 7929 Sq. Ft.ALLOWED COVERAGE (100%) 7929 Sq. Ft.
LOT AREA AFTER DEDICATION 7348 Sq. Ft.
PROPOSED COVERAGERETAIL 1 719 Sq. Ft.RETAIL 2 626 Sq. Ft.PARKING AREA 3892 Sq. Ft.PLANTER & BIKES 349 Sq. Ft.COMMON AREA 1255 Sq. Ft.TOTAL COVERAGE 6841 Sq. Ft. < 7348 Sq. Ft.
REQUIRED PARKING STALLS 15 (SEE T.01 FOR STALLS CALCS.)PROPOSED PARKING STALLS (10) @ GROUND LEVEL & (5) @ BASEMENT
T0.2
FLO
OR
A
RE
A C
ALC
ULA
TIO
NS
,
PR
OJE
CT
D
AT
A
NORTH
LO
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10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
BASEMENT AREA
SCALE: 1/16"=1'-0"16
0 4' 8' 16' 32' 64'GRPUND FLOOR AREA
SCALE: 1/16"=1'-0"8
0 4' 8' 16' 32' 64'
NORTH
THIRD FLOOR AREA
SCALE: 1/16"=1'-0"
0 4' 8' 16' 32' 64'SECOND FLOOR AREA
SCALE: 1/16"=1'-0"8
0 4' 8' 16' 32' 64'8
PROJECT DATA
PROPOSEDBUILDING
CLAS
S 2
BIKE
RAC
KS
PLAN
TER
ENTRY
RETAIL 1719 Sq. Ft.
RETAIL 2626 Sq. Ft.
PLANTER
IN
OUT
STAIR
TRASHRECYCLING
1'-10
"
5'-0
"
5'-0"
STAIR
LOBBY
IN FROMRIGHTONLY
OUT TORIGHTONLY
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
BENCH
ADA RAMP
PLANTER
PLAN
TER
1'-8
" PRO
P. S
ETBACK
5'-0"
SIDE
WALK
2'-6"
5'-0"
5'-0"BIKE LANE
5'-0"PROPOSEDSIDEWALK
(E) CURB TO BEDEMOLISHED(DASHED)
5'-0" WIDEBIKE LANE
ELEC. METERSGAS
METER
S
WATER METERS
(E) SUBTERRANEANBOXES. OVERHEADLINES NOT SHOWNFOR CLARITY
BENCH
BENCH
3'-6"
3'-6"
3'-6"
3'-6"
3'-5"
3'-5"
3'-5"
3'-5"
4'-6"
LEGEND
PROPERTY LINE
PROPOSED BUILDING
RETAIL 1
RETAIL 2
LO
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10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
N
PR
OP
OS
ED
SIT
E P
LA
N
A1.1
SCALE: 1":10'-0"
1
0 5' 10' 20' 40'PROPOSED SITE PLAN
9'-5
"1
0'-0
"1
0'-0
"
29'-5
"
3'-6
"3'-6
"7
'-0"
7'-0
"8
'-5"
8'-0
"
ROLL UP GARAGE DOORWITH METAL MESH
GLASS
PRECAST STONE PANELS STUCCO
PERGOLASTANDING SEAMMETAL ROOF
WALL RECESSED 4'-0"
DOWNSPOUT, TYP
METAL GUTTER7.5 7.5
HORIZONTALSIDING
GUTTER HIDDEN BEHIND THEFASCIA W/ COLORED METALFASCIA CAP
DOWNSPOUT HOLLOW METALPAINTED DOOR.
10'-0
"
30'-0
"
10'-0
"
8'-0
"
ALL
OW
ED H
EIG
HT:
30
'-0"
SOLAR PANELS SUPPORTED ONPAINTED STEEL STRUCTURE
FREMONT AVE
10'-0
"10'-0
"
3'-6
"7'-0
"7'-0
"9'-0
"
6"
3'-6
"
10'-0
"
3'-6
"
3'-6
"
HORIZONTALSIDING
DOWNSPOUT
DOWNSPOUT, TYP
CLASS 2 BIKE RACKS CONTROL JOINTS
GLASS
STUCCO
PERGOLASTAIR TOROOF BEYOND
42" GUARDRAILBEYOND
3'-6
"
7'-6
"
RETAIL ENTRYNAME PLATESFOR RESIDENTS
METAL GUTTER7.57.5
3'-0
"
RETAIL ENTRY
DOWNSPOUT
DOWNSPOUT
GUTTER HIDDEN BEHINDTHE FASCIA W/ COLOREDMETAL FASCIA CAP
STANDING SEAMMETAL ROOF
RESIDENTIAL ENTRY
999 FREMONT AVENUE
ART PANEL
SOLAR PANELS SUPPORTED ONPAINTED STEEL STRUCTURE
10'-0
"10'-0
"
30'-0
"
3'-6
"7'-0
"7'-0
"
9'-0
"
3'-6
"
10'-0
"
1'-6
"
PRECAST STONE PANELS
STUCCO
METAL GUTTER
METAL MESH METAL MESH HM PAINTEDDOOR
A STREET
PERGOLABEYOND
PLANTER,GAS METERSBEHIND
PRECAST STONE PANELS
7.57.5
HORIZONTALSIDING
PLANTER W/ PRECASTCONCRETE WALL CAP- HONED FINISH, TYP.
DOWNSPOUT
8'-0
"
STANDING SEAMMETAL ROOF
GUTTER HIDDEN BEHINDTHE FASCIA W/ COLOREDMETAL FASCIA CAP
6"
SOLAR PANELS SUPPORTED ONPAINTED STEEL STRUCTURE
1) ROOF :STANDING SEAM METAL ROOF - MATTE FINISH, GREY-BLUE COLOR
2) WALL MATERIALS (AS PER ELEVATIONS) HORIZONTAL SIDING - HARDIBOARD OR EQUAL
COMPOSITE LAP SIDING. STUCCO WITH EXPANSION JOINTS - SMOOTH OR
LIGHT SAND FINISH PRECAST STONE PANELS
3) WINDOWS & DOORS @ UNITS CLAD (METAL @ EXTERIOR & WOOD @ INTERIOR)
- COLOR GREY ANODIZED
4) DOORS & GLASS PANELS @ GROUND LEVEL DOUBLE PANE TEMPERED GLASS
5) SERVICE DOORS @ GROUND LEVEL WEATHER RESISTANT HOLLOW METAL DOORS -
PAINTED
6) GARAGE DOOR MOTORIZED SLIDING DOOR WITH METAL MESH
7) PERGOLA STAINED WOOD
8) GUARD RAILS ANODIZED ALUMINUM HANDRAIL - COLOR GREY
- WITH TEMPERED GLASS PANELS
9) SOLAR PANEL STRUCTURE ON ROOF: PAINTED STEEL STRUICTURE WITH SOLAR PANELS
ABOVE
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10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
A1.31
A STREET
FREMONT AVE
MIRAMONTE AVE
PR
OP
OS
ED
E
LE
VA
TIO
NS
SCALE: 1/8"=1'-0"3
0 2' 4' 8' 16' 32'
1
EXTERIOR FINISHES
11.24.2014 DESIGN REVIEW-RENUMBER
A
MIRA
MONT
E AVE
FREMONT AVE
FOOTHILL EXPRESSWAY
FREMONT AVE
B
C
E
F
D
A3
A1 C2
A2
B1C1
F1
F2
D1
E1
SEE 1/- FOR STREET ELEVATION
SEE 1/- FOR STREET ELEVATION
A-EXISTING
LEGEND
999 FREMONT AVE
1000 FREMONT AVE
1001 FREMONT AVE
1554 MIRAMONTE AVE
1564 MIRAMONTE AVE
985-991 FREMONT AVE
ELEVATION
BUILDING HEIGHT < 30'
BUILDING HEIGHT= OR > 30'
DEF
BC
A
NN
30
'-0"
35
'-0"
TOP
OF
RO
OF
TOP
OF
PARAPE
T
999 FREMONT AVENUE
SOLAR PANELS ONSTEEL FRAME
8'-0
"
54
'-10
"TO
P O
F RO
OF
30
'-2"
TOP
OF
RO
OF
16
'-1"
14
'-8"
22
'-8" 30
'-2"
TOP
OF
RO
OF
30
'-0"
34
'-6"
TOP
OF
RO
OF
TOP
OF
PARAPE
T
SOLAR PANELS ONSTEEL FRAME
8'-0
"
22
'-0"
30
'-0"
34
'-6"
TOP
OF
RO
OF
TOP
OF
PARAPE
T
SOLAR PANELS ONSTEEL FRAME
8'-0
"
15
'-9"
LO
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10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
A1.32
KEY PLAN OF NEIGHBORHOOD
KE
Y P
LA
N O
F N
EIG
HB
OR
HO
OD
& S
TR
EE
TS
CA
PE
E
LE
VA
TIO
NS
SCALE: 1/64"=1'-0"
1SCALE: 1/16"=1'-0"
SCALE: 1/16"=1'-0"
BUILDING A - PROPOSED ELEVATION A1 - FREMONT AVE.
BUILDING A - PROPOSED ELEVATION A3 - MIRAMONTE AVENUE
BLDG. B - EXIST. ELEV. B1
BUILDING C - EXISTING ELEVATION C1
BLDG. C - EXIST. ELEV. C2 BLDG. D - EXIST. ELEV. D1 BLDG. E - EXIST. ELEV. E1
BUILDING F - EXISTING ELEVATION F1
0
A STREETMIRAMONTE AVENUE
SCALE: 1/16"=1'-0"
BLDG. F - EXIST. ELEV. F2SCALE: 1/16"=1'-0"
BUILDING A - PROPOSED ELEVATION A2 - A STREET
BLDG. A - EXIST. ELEV. - A EXISTING
11.24.2014 DESIGN REVIEW-RENUMBER
ELEV.SHAFT
PEDESTRIAN ACCESS
FOUNDATION WALL
FIRST FLOOR ABOVE
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10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
N
OV
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AS
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EN
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LA
N
A2.0
SCALE: 1/8"=1'-0"
1
0 2' 4' 8' 16' 32'OVERALL BASEMENT PLAN
UTILITIES
EXIT
RETAIL 1719 Sq. Ft.
RETAIL 2626 SQ. FT.
STORAGE
LOBBY
ELEV.
EQUIPROOM
IN
OUT
TRASHRECYCLING
BIKES
EXIT
STAIR
ENTRY
MAINENTRY
ENTRY
PARKINGAREA CLASS 2 BIKE RACKS
CHAIN LINK FENCE FORCLASS 1BIKE RACK
EMERGENCY EXIT
MISSION TRAILACCESS
ART WALL
MAILBOXES
NAMEPLATES,BUZZERS
ELEC. METERSGAS
METER
S
WATER METERS
ROLL-UPGARAGE DOOR
METAL SCREENMESH
CLASS 2 BIKE RACKS
26'-0
"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
18'-0
"
18'-0
"
9'-0"
9'-0"
9'-0"
LO
YO
LA
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NE
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999 F
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10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
N
OV
ER
AL
L G
RO
UN
D
FL
OO
R P
LA
N
A2.1
SCALE: 1/8"=1'-0"
1
0 2' 4' 8' 16' 32'OVERALL GROUND FLOOR PLAN
STAIR
BED 2
BED 1
KITCHEN
DINING
LIVING
ENTRY
FAMILY
KITCHEN
MASTERBEDROOM
BED 1
BED 2
BED 1
BED 2
MASTERBATH
MASTERBEDROOM
LIVING
UNIT 21811 SQ. FT.
UNIT 31662 SQ. FT.
UNIT 11982 SQ. FT.
WICENTRY
ENTRY
MASTERBATH
LIVING DINING
KITCHEN
BALCONY
TRASH
MEPCHASEABOVE
ELEV.
EXIT
EXIT
42" GUARDRAILTYP ON ALLBALCONIES
LO
YO
LA
C
OR
NE
RS
999 F
RE
MO
NT
A
VE
LO
S A
LT
OS
, C
A 94024
DE
SIG
N D
EV
ELO
PM
EN
T
10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
PR
OP
OS
ED
SE
CO
ND
F
LO
OR
P
LA
N
A2.2
SCALE: 1/8"=1'-0"
1
0 2' 4' 8' 16' 32'PROPOSED SECOND FLOOR PLAN
N
MASTERBATH
STAIR
BED 3
BED 2
MASTERBEDROOM
BATH 2
MASTERBATH
WIC
POWDER
WIC
WIC
MASTERBEDROOM
BED 1
BED 2
BATH 1
BATH 2
KITCHEN
UNIT 42210 SQ. FT.
DINING
KITCHEN
LIVING
UNIT 52610 Sq. Ft. ENTRY
GUESTBED
EXIT
EXIT
TRASH
LIFT
LIVING
DINING
ELEV.
EXIT
ENTRY
42"GUARDRAIL
42" GUARDRAILTYP ON ALLBALCONIES
BALCONY
BALCONY
BALCONY
BALCONY
PLANTER
PLAN
TER
PLAN
TER
PLAN
TER
WINDOW BOX(PLANTER)
BALCONY
PLANTER
PLANTER
LO
YO
LA
C
OR
NE
RS
999 F
RE
MO
NT
A
VE
LO
S A
LT
OS
, C
A 94024
DE
SIG
N D
EV
ELO
PM
EN
T
10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
PR
OP
OS
ED
TH
IR
D F
LO
OR
P
LA
N
A2.3
SCALE: 1/8"=1'-0"
1
0 2' 4' 8' 16' 32'PROPOSED THIRD FLOOR PLAN
N
HVAC
ELEV.BELOW
TRASH VENT
LIFT
EXIT
EXIT
PERGOLA
42"GUARDRAIL
LIFT GATE
PERGOLA
4'-6" PARAPET(TYP)
BALCONYBELOW
BALCONYBELOW
BALCONYBELOW
ROOF SLOPE7.5: 12 (TYP)
ROOF SLOPE7.5: 12 (TYP)
5' PARAPET(TYP)
THIRD FLOOR BELOW
THIRD FLOORBELOW
PLANTER
ACCESSIBLEROUTE OF TRAVEL
PLANTER BELOW
PLANTER BELOW
BALC
ONY
BELO
W
BALC
ONY
BELO
W
BALC
ONY
BELO
W
PLAN
TER
BELO
W
PLAN
TER
BELO
W
PLAN
TER
BELO
W
PLANTER
LO
YO
LA
C
OR
NE
RS
999 F
RE
MO
NT
A
VE
LO
S A
LT
OS
, C
A 94024
DE
SIG
N D
EV
ELO
PM
EN
T
10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
PR
OP
OS
ED
RO
OF
P
LA
N
A2.4
SCALE: 1/8"=1'-0"
1
0 2' 4' 8' 16' 32'PROPOSED ROOF PLAN
N
NOTE: SEE L-1.4 FOR ROOF LANDSCAPING PLAN
UNIT 2 CORRIDOR STAIRWELL
KITCHEN
UNIT 5 WICMASTER
BATH
BIKE AREABIKES
TRASHRECYCLING
KITCHEN
SOLAR PANELS
PARKING
DRIVEWAY
10'-6
"9'-0
"
9'-0
"9'-0
"4
'-6"
STO
RAG
E
STAIRWELL
3'-6
"3'-6
"
CLASS 2BIKE RACK
3'-0
"
ADARESTROOM
RETAIL 1
CLASS 2BIKE RACK
3'-0
"
PARKING@ BASEMENT
(ACCESSED BY LIFT)
8'-0
"
FREMONT AVE
PLANTER BEYOND
BENCH
CLASS 2BIKE RACK
AVER
AG
E 9'-0
" (8'-0
" MIN
)
3'-0
"
1'-9
"
3'-0
"
FREMONT AVE(@ MAIN ENTRY)
PLANTERBEYOND
AVER
AG
E 9'-0
" (8'-0
" MIN
)
3'-0
"
4'-6"BIKE LANE
2'-6" 5'-6"4'-6"BIKE LANE
2'-6" 5'-6"
SE
CT
IO
N A
-A
A4.1
2DETAIL SECTIONS
LO
YO
LA
C
OR
NE
RS
999 F
RE
MO
NT
A
VE
LO
S A
LT
OS
, C
A 94024
DE
SIG
N D
EV
ELO
PM
EN
T
10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
SCALE: 1/4"=1'-0"
1SECTION A-A
0 1' 2' 4' 8' 16'
SCALE: 1/4"=1'-0"
0 1' 2' 4' 8' 16'
UNIT 1 UNIT 2BEDROOM 1
GUEST BED GUESTBATH WIC WIC BEDROOM 1 KITCHEN
UNIT 4
SOLAR PANELS SOLAR PANELS
GARAGEENTRY
PARKING@ BASEMENT
(ACCESSED BY LIFT)
PARKING
BATH 2CORRIDOR CLO
SET
BEDROOM 2
UNIT 5CORRIDORC
LOSET
4'-6
" HVAC
9'-0
"9'-0
"
3'-6
"3'-6
"
10'-0
"
9'-0
"
STORAGEUNIT 5
STORAGEUNIT 3
EQUIP.ROOM
8'-0
"
SE
CT
IO
N B
-B
A4.2
SCALE: 1/4"=1'-0"
1SECTION B-B
0 1' 2' 4' 8' 16'
LO
YO
LA
C
OR
NE
RS
999 F
RE
MO
NT
A
VE
LO
S A
LT
OS
, C
A 94024
DE
SIG
N D
EV
ELO
PM
EN
T
10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
7.57.5
EXPOSED FRAMINGSTANDING SEAM METAL ROOF
24 GA G.I HIDDENGUTTER
VARIES
2x8 FASCIA WITHCOLORED METALFASCIA CAP
1x T&G WOOD SIDING
14" PER FOOT
SLOPE
STANDING SEAM METAL ROOF
24 GA G.I HIDDENGUTTER
VARIES
2x8 FASCIA WITHCOLORED METALFASCIA CAP
1x T&G WOOD SIDING
14" PER FOOT
SLOPE
ROLL-UP DOOR PER PLAN
78" (3 COATS) STUCCO OVER
METAL LATH OVER WATER RESISTIVEBARRIER OVER EXTERIOR SHEATHEROVER FRAMING.HIDDEN 24" GA. GALV. GUTTER
ALUMINUM FASCIA PLATE
METAL FASCIA WITH COLOREDMETAL FASCIA CAP
STONE OVER 58" BROWNCOAT OVER METAL LATHOVER WATER PROOFINGBARRIER OVER EXTERIORSHEATHING AND OVERFRAMING.
PLANTER
PRE-CAST CAP
METAL MESH PER PLAN
PLANTER
PRE-CAST CAP
METAL FASCIA WITH COLOREDMETAL FASCIA CAP
78" (3 COATS) STUCCO OVER
METAL LATH OVER WATER RESISTIVEBARRIER OVER EXTERIOR SHEATHEROVER FRAMING.HIDDEN 24" GA. GALV. GUTTER
PRE-CAST CAP
7.5 7.5
WATER RESISTIVE BARRIERHARDIEWRAP OREQUIVALENT
MIN. 1-1/4" OVERLAP
STARTER STRIP
1/4" GAP, DO NOT CAULK
Z-FLASHINGFLASH WINDOW PER MANUFACTURERRECOMMENDATION
WINDOW FRAME
FLASH WINDOW PER MANUFACTURERRECOMMENDATION
LEAVE APPROPRIATE GAP AND CAULK
WATER RESISTIVE BARRIER
EXTERIOR SHEATHING
MIN. 1 1/4" OVERLAP
INSULATIONWHERE REQ'D
WOODFRAMING
INTERIOR SHEATHING
EXTERIOR SHEATHING
HORIZONTAL HARDIEPANEL SIDINGS
PRE-CAST STONE/CONCRETE CAP
ALUMINUM BREAK SHAPETO MATCH STOREFRONT
HORIZONTALHARDIEPANELSIDINGS
ARTISAN HORIZONTAL SIDING
GLASS RAILING PER PLAN
3'-6
"
HIDDEN GUTTER
CONCRETE DECK
ALUMINUM BREAK SHAPETO MATCH STOREFRONT
NEW STOREFRONT
78" (3 COATS) STUCCO
OVER METAL LATH OVERWATER RESISTIVEBARRIER OVER EXTERIORSHEATHER OVERFRAMING.
18" PER FOOT SLOPE
PRE-CASTSTONE/CONCRETECAP
2x8 FASCIA WITHCOLORED METALFASCIA CAP
1x T&G WOOD SIDING
GLASS RAILING
78" (3 COATS) STUCCO OVER
METAL LATH OVER WATERRESISTIVE BARRIER OVEREXTERIOR SHEATHING OVERFRAMING.
DE
TA
IL
S
A5.1
4
LO
YO
LA
C
OR
NE
RS
999 F
RE
MO
NT
A
VE
LO
S A
LT
OS
, C
A 94024
DE
SIG
N D
EV
ELO
PM
EN
T
10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
3/32":1'-0"
1
1/2":1'-0"
2PERGOLA
1":1'-0"6ROOF W/ HIDDEN GUTTER
8
SECTION @ ROLL-UP DOOR
10
12
14
16 SECTION @ PLANTER
ELEVATION MIRAMONTE AVENUE
1-1/2":1'-0"20
ROOF W/ HIDDEN GUTTER &
DOWNSPOUT
1":1'-0"
3/32":1'-0"9
ELEVATION A STREET
SECTION @ PLANTER1":1'-0" 1":1'-0" 1":1'-0"1-1/2":1'-0"SECTION @ BALCONY SECTION @ WINDOW
1-1/2":1'-0"PLAN @ GLASS HANDRAIL
7.57.5
2x8 FASCIA WITH COLORED METALFASCIA CAP
78" (3 COATS) STUCCO OVER
METAL LATH OVER WATER RESISTIVEBARRIER OVER EXTERIOR SHEATHINGOVER FRAMING.HIDDEN 24" GA. GALV. GUTTER
NEW STOREFRONT
NEW SPANDREL GLAZING
1'-6
"6
'-4"
WINDOW PER PLAN
HIDDEN GUTTER
BALCONY FRAMING
78" (3 COATS) STUCCO
OVER METAL LATH OVERWATER RESISTIVEBARRIER OVER EXTERIORSHEATHER OVERFRAMING.
PRE-CASTSTONE/CONCRETECAP
PRE-CASTSTONE/CONCRETECAP
ALUMINUM BREAK SHAPETO MATCH STOREFRONT
ARTISAN HORIZONTAL SIDING
NEW STOREFRONT
2x8 FASCIA WITHCOLORED METALFASCIA CAP
1x T&G WOOD SIDING
INSULATION WHEREREQ'D
WOODFRAMING
WOODFRAMING
FRAMING
7.57.5
999 FREMONT AVENUE
CHANNELSCREED
LATHING
WATERRESISTANTBARRIER
Plaster
STUCCO
12"
ARTISANHORIZONTALLAP
GLASSRAILING
WOODFRAMING
INSULATIONWHERE REQ'D
Z-FLASHINGFLASH WINDOW PER MANUFACTURERRECOMMENDATION
WINDOW FRAME
FLASH WINDOW PER MANUFACTURERRECOMMENDATION
LEAVE APPROPRIATE GAP AND CAULK
WATER RESISTIVE BARRIER
EXTERIOR SHEATHINGINSULATIONWHERE REQ'D
INTERIOR SHEATHING
PRE-CAST STONE/CONCRETE CAP
STUCCO CORNER BEAD
78" (3 COATS) STUCCO OVER
METAL LATH OVER WATERRESISTIVEBARRIER OVER EXTERIORSHEATHER OVER FRAMING.
78" (3 COATS) STUCCO OVER
METAL LATH OVER WATERRESISTIVEBARRIER OVER EXTERIORSHEATHER OVER FRAMING.
WOODFRAMING
INSULATIONWHERE REQ'D
±10'-0", SEE PLANUNISTRUT OR EQ.ATTACHMENTFOR SOLAR PANELS
SOLAR PANELBY OTHERS
8" 8"
±7'-0"8
'-0"
6" SQ. PTD ORSTEEL TUBE @8'-0" O.C.
3x GIRDERADJUSTABLE TOFIT SOLAR PANELREQ'MTS
4x8 BEAM, TYP.@ 8'-0"
12
"SQ
.STONE OVER 58" BROWNCOAT OVER METAL LATHOVER WATER PROOFINGBARRIER OVER EXTERIORSHEATHING AND OVERFRAMING.
PLANTER
PRE-CAST CAP
78" (3 COATS) STUCCO OVER
METAL LATH OVER WATER RESISTIVEBARRIER OVER EXTERIOR SHEATHEROVER FRAMING.HIDDEN 24" GA. GALV. GUTTER
HIDDEN GUTTER LEADING TODOWNSPOUT
METAL FASCIA WITH COLOREDMETAL FASCIA CAP
STONE OVER 58" BROWNCOAT OVER METAL LATHOVER WATER PROOFINGBARRIER OVER EXTERIORSHEATHING AND OVERFRAMING.
78" (3 COATS) STUCCO OVER
METAL LATH OVER WATER RESISTIVEBARRIER OVER EXTERIOR SHEATHEROVER FRAMING.HIDDEN 24" GA. GALV. GUTTER
HIDDEN GUTTER LEADING TODOWNSPOUT
DRAIN SYSTEM TO CONNECTTO TREE WELL OR STORMDRAIN AT STREET
METAL FASCIA WITH COLOREDMETAL FASCIA CAP
DE
TA
IL
S
A5.2
4
LO
YO
LA
C
OR
NE
RS
999 F
RE
MO
NT
A
VE
LO
S A
LT
OS
, C
A 94024
DE
SIG
N D
EV
ELO
PM
EN
T
10.29.2014 DESIGN REVIEWNOT FOR CONSTRUCTION
DRAFT REVIEW ONLY
11.12.2014 DESIGN REVIEW
3/32":1'-0"
1
1/2":1'-0"
2GLASS RAILING JAMBN.T.S.
6STUCCO REVEAL
8
SECTION @ STOREFRONT
12PLANTER @ 3RD FLR.
ELEVATION MIRAMONTE AVENUE
3/32":1'-0"9
ELEVATION A STREET
STUCCO @ WINDOW1":1'-0" 1":1'-0" 1":1'-0"
SOLAR PANEL STRUCTURE 101":1'-0"
16
DOWNSPOUT @ PLANTER1":1'-0"
20
DOWNSPOUT @ STONE WALL1":1'-0"
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