new commercial & multi-family loyola corners

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

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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: [email protected]

CIVIL:

SMP ENGINEERS, LLC1534 CAROB LANELOS ALTOS, CA 94024CONTACT: SAEID RAZAVIPHONE: (650) 941-8055FAX: (650) 941-8755email: [email protected]

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: [email protected]

LANDSCAPE:

DRAKE DESIGN ASSOCIATES51 UNIVERSITY AVENUE, SUITE ILOS GATOS, CA 95030CONTACT: LEAH DRAKEPHONE: 408.688.7651email: [email protected]

ENERGY CONSULTANT:

T.B.D.

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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.


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


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

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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

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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


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"


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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A1.31

A STREET

FREMONT AVE

MIRAMONTE AVE

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SCALE: 1/8"=1'-0"3

0 2' 4' 8' 16' 32'

1

EXTERIOR FINISHES


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


8'-0

"

22

'-0"

30

'-0"

34

'-6"

TOP

OF

RO

OF

TOP

OF

PARAPE

T


8'-0

"

15

'-9"

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A1.32

KEY PLAN OF NEIGHBORHOOD

KE

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CA

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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


ELEV.SHAFT

PEDESTRIAN ACCESS

FOUNDATION WALL

FIRST FLOOR ABOVE

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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"

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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

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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

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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

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PR

OP

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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

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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'

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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


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




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


NEW STOREFRONT

78" (3 COATS) STUCCO

OVER METAL LATH OVERWATER RESISTIVEBARRIER OVER EXTERIORSHEATHER OVERFRAMING.

18" PER FOOT SLOPE

PRE-CASTSTONE/CONCRETECAP


1x T&G WOOD SIDING

GLASS RAILING


METAL LATH OVER WATERRESISTIVE BARRIER OVEREXTERIOR SHEATHING OVERFRAMING.

DE

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4

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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


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.




ARTISAN HORIZONTAL SIDING

NEW STOREFRONT


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


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


METAL LATH OVER WATERRESISTIVEBARRIER OVER EXTERIORSHEATHER OVER FRAMING.


METAL LATH OVER WATERRESISTIVEBARRIER OVER EXTERIORSHEATHER OVER FRAMING.

WOODFRAMING


±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



HIDDEN GUTTER LEADING TODOWNSPOUT


STONE OVER 58" BROWNCOAT OVER METAL LATHOVER WATER PROOFINGBARRIER OVER EXTERIORSHEATHING AND OVERFRAMING.



HIDDEN GUTTER LEADING TODOWNSPOUT

DRAIN SYSTEM TO CONNECTTO TREE WELL OR STORMDRAIN AT STREET


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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"

new commercial & multi-family loyola corners

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