Attachment 09ZAUCHA-HANCIR
RESIDENCE
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T.408-219-0601
dg@acadia-architecture.com
12-31-19
A 1.0
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acadiaarchitecture
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PROJECT TEAM
SCOPE OF WORK
LOCATION MAPABBREVIATIONS
(REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL ABBREVIATIONS)
AC. TILE
ADJ.
ALUM.
A.B.
APPROX.
A.C.
A.F.F.
@
BLKG.
BD.
BOT.
BLDG.
CAB.
C.I.
C.B.
CLG.
CEM.
C.C or O.C.
CL
CER. TILE
C.O.
C.O.T.G.
CLR.
RDW
C.W.
COL.
CONC.
C.P.
CONST.
C.H.
C.J.
CONT.
CTR.
CTSK.
D.A.
DTL.
DIA. or Ø
DIM.
DW
DISP.
DO
DR.
D.S.
DWG.
D.F.
EA.
E.W.
ELECT.
E.W.C.
EL. or
ELEV.
ENCL.
EQ.
EQUIP.
(E)
EX.
E.J.
EXP.
EXT.
F.O.C.
F.O.M.
F.O.S.
FIN.
F.E.
F.E.C.
F.H.C.
F.H.M.S.
F.H.W.S.
FL. or FLR.
F.D.
FTG.
FND.
GALV.
G.I.
GA.
GL.
GLU-LAM
GRD.
GYP. BD.
HDW.
HT.
H.C.
H.M.
HORIZ.
H.B.
HR.
INSUL.
INT.
INV.
JT
ACOUSTIC TILE
ADJUSTABLE
ALUMINUM
ANCHOR BOLT
APPROXIMATELY
ASPHALTIC CONCRETE
ABOVE FINISHED FLOOR
AT
BLOCKING
BOARD
BOTTOM
BUILDING
CABINET
CAST IRON
CATCH BASIN
CEILING
CEMENT
CENTER TO CENTER
CENTERLINE
CERAMIC TILE
CLEANOUT
CLEANOUT TO GRADE
CLEAR
REDWOOD
COLD WATER
COLUMN
CONCRETE
CONCRETE PIPE
CONSTRUCTION
CONSTRUCTION HEART
CONSTRUCTION JOINT
CONTINUOUS
COUNTER
COUNTER SUNK
DISABLED ACCESS
DETAIL
DIAMETER
DIMENSION
DISHWASHER
DISPOSAL
DITTO
DOOR
DOWNSPOUT
DRAWING
DRINKING FOUNTAIN
and/or DOUGLAS FIR
EACH
EACH WAY
ELECTRIC or ELECTRICAL
ELECTRIC WATER
COOLER
ELEVATION
ENCLOSE and/or
ENCLOSURE
EQUAL
EQUIPMENT
EXISTING
EXPANSION
EXPANSION JOINT
EXPOSED
EXTERIOR
FACE OF CONCRETE
FACE OF MASONRY
FACE OF STUD
FINISH
FIRE EXTINGUISHER
FIRE EXTINGUISHER
CABINET
FIRE HOSE CABINET
FLAT HEAD METAL
SCREW
FLAT HEAD WOOD
SCREW
FLOOR
FLOOR DRAIN
FOOTING
FOUNDATION
GALVANIZED
GALVANIZED IRON
GAUGE
GLASS
GLUE-LAMINATED
GRADE
GYPSUM BOARD
HARDWARE
HEIGHT
HOLLOW CORE
HOLLOW METAL
HORIZONTAL
HOSE BIBB
HOUR
INSULATION
INTERIOR
INVERT
JOINT
LAV.
LAM.
M.B.
M.H.
MFG.
M.O.
MATL.
MAX.
MECH.
MTL.
MIN.
MISC.
MTD.
(N)
N.I.C.
N.T.S.
NO. or #
OBS.
O.C.
OPNG.
OPP.
O.H.
O.F.O.S.
O.D.
O.F.C.I.
PART.
P.A.F.
PL
PLAS.
PW/PLYWD.
PR.
P.L.
d
P.V.C.
Q
R.or RAD.
R.W.L.
RWD./R.W.
R.C.P.
REINF.
REQ'D
R.D.
RM.
R.O.
RND. or Ø
R.H.M.S.
R.H.W.S.
S.T.S.M.S.
SHEATH.
SHT.
S.M.S.
S.O.V.
SIM.
S.C.
SPEC.
SQ. or Ø
S.S.
STD.
STL.
STRUCT.
TEL.
T.T.B.
TERR.
T.&G.
T.J.
T.O.B.
T.O.C.
T.O.S.
T.O.W.
TYP.
U.O.N.
V.T.R.
VERT.
V.G.
V.C.T.
V.C.P.
V.W.C.
W.C.
W.H.
WP.
W/
W/O
WD.
W.W.M..
LAVATORY
LAMINATE
MACHINE BOLT
MANHOLE
MANUFACTURER
MASONRY OPENING
MATERIAL
MAXIMUM
MECHANICAL
METAL
MINIMUM
MISCELLANEOUS
MOUNTED
NEW
NOT IN CONTRACT
NOT TO SCALE
NUMBER
OBSCURE
ON CENTER
OPENING
OPPOSITE
OPPOSITE HAND
OUTSIDE FACE OF STUD
OVERFLOW DRAIN and/or
OUTSIDE DIAMETER
OWNER FURNISHED and
CONTRACTOR INSTALLED
PARTITION
POWDER ACTUATED
FASTENER
PLATE
PLASTER
PLYWOOD
PAIR
PROPERTY LINE
PENNY (NAILS)
POLY VINYL CHLORIDE
RADIUS
RAIN WATER LEADER
REDWOOD
REINFORCED CONCRETE
PIPE
REINFORCING
REQUIRED
ROOF DRAIN
ROOM
ROUGH OPENING
ROUND
ROUND HEAD METAL
SCREW
ROUND HEAD WOOD
SCREW
SELF TAPPING SHEET
METAL SCREW
SHEATHING
SHEET
SHEET METAL SCREW
SHUT OFF VALVE
SIMILAR
SOLID CORE
SPECIFICATIONS
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
TELEPHONE
TELEPHONE TERMINAL
BOARD
TERRAZZO
TONGUE & GROOVE
TOOLED JOINT
TOP OF BEAM
TOP OF CURB
or CONCRETE
TOP OF STEEL
or SHEATHING
TOP OF WALK
TYPICAL
UNLESS OTHERWISE
NOTED
VENT THROUGH ROOF
VERTICAL
VERTICAL GRAIN
VINYL COMPOSITION
TILE
VITRIFIED CLAY PIPE
VINYL WALL COVERING
WATER CLOSET
WATER HEATER
WATERPROOF
WITH
WITHOUT
WOOD
WELDED WIRE MESH
FACE OF OBJECT
CENTERLINE OF OBJECT
SECTION NUMBER
SHEET WHERE APPEARS
EARTH
GRAVEL / ROCK
CONCRETE
CONCRETE BLOCK
SAND, GROUT OR PLASTER
STEEL
WOOD, FINISH GRADE
PLY-WOOD
WOOD, CONTINUOUS
MEMBER
WOOD, BLOCKING
PLAN REF. GRID
DOOR ID
WINDOW ID
REVISION MARKER
PLAN KEY NOTES
SYMBOLS
REFER TO ARCHITECTURAL FLOOR PLAN SHEETS AND CONSULTANT
DRAWINGS FOR ADDITIONAL SYMBOLS AND REFERENCE DESIGNATIONS
DIMENSION REFERENCE
SECTION REFERENCE
01
A9.1
DETAIL NUMBER
SHEET WHERE APPEARS
DETAIL REFERENCE
01
A9.1
SCHEDULE REFERENCE
A
1
10
A
01
MATERIALS REFERENCE
APPLICABLE CODES
OWNER
SURVEYOR
ENERGY COMPLIANCE
CIVIL ENGINEER
DEFERRED APPROVAL ITEMS
ARCHITECTURAL
A-1.0 PROJECT INFORMATION
SU1 TOPOGRAPHIC SURVEY
A-1.1 SITE PLAN
A-1.2a NEIGHBORHOOD PHOTOS
A-1.2b NEIGHBORHOOD PHOTOS
A-1.3 STREET-SCAPE
A-2.0 FIRST FLOOR PLAN
A-2.1 SECOND FLOOR PLAN
A-2.2 ROOF PLAN
A-3.0 EXTERIOR ELEVATIONS
A-3.1 EXTERIOR ELEVATIONS
A-4.0 BUILDING SECTIONS
A-5.0 SHADOW STUDY
M-B MATERIAL BOARD
A-P PERSPECTIVE (CORNER)
FDC FIRE DEPT. CONDITIONS
PDC PLANNING DRAFT CONDITIONS
C1 GRADING PLAN and DRAINAGE PLAN
C2 EARTHWORK QUANTITIES
C3 CONSTRUCTION DETAILS
C4 EROSION CONTROL PLAN
C5 BMPs
GP-1 BUILD IT GREEN GREENPOINT CHECKLIST
2016 California Building Code
2016 California Residential Building Code
2016 California Mechanical Code
2016 California Plumbing Code
2016 California Electrical Code
2016 California Energy Code
2016 Calgreen
Town of Los Gatos Ordinance
NEW TWO-STORY HOUSE, 4 BEDROOMS, 3 BATHROOMS.
NEW DRIVEWAY, NEW FENCES. TREE PROTECTION OF LARGE
REDWOOD ON SITE.
COMPLETE DEMOLITION OF EXISTING HOUSE.
NEW POOL (SEPARATE PERMIT)
MONICA ZAUCHA AND PATRICK HANCIR
15921 ROCHIN TERRACE
LOS GATOS CA 95032
OSCAR OSUNA, PE, PLS
PRESIDENT
GREENBLUEARTH, INC.
408 772 4381
OSUNAENGINEERING@GMAIL.COM
SITE
LOCATIONLEA & BRAZE ENGINEERING, INC
CIVIL ENGINEERS & SURVEYORS
GREGORY F. BRAZE
2495 INDUSTRIAL PKWY WES.
HAYWARD CA 94545
510 887 4086
15921 ROCHIN TERRACE
LOS GATOS, CA
APN 523 25 009
COUNTY SANTA CLARA
ZONING DISTRICT R-1:8
FLOOD ZONE No
HISTORIC DISTRICT No
OCCUPANCY R-1
BUILDING TYPE V-B
AVERAGE SLOPE 6%
LOT SIZE (PER COUNTY RECORDS)8,560 sf
ALLOWED FLOOR AREA 2,696 sf (See calculations this page)
MIN. SETBACK F= 25' S=8' R=20' Street=15'
MAXIMUM HEIGHT (PROPOSED)+- 25'-3" FROM FINISH GRADE
FIRST FLOOR 1,610 sq.ft.
SECOND FLOOR 1,086 sq.ft.
GARAGE (not counted)479 sq.ft.
FLOOR AREA (sq.ft.)2,696 sq.ft.
F.A.R.1,610+1,086= 2,696 / 8,560 FAR = 0.31
PROPOSED COVERAGE (sq.ft.)(1st Floor 1,610) + (Garage 479) + (Porch 80 ) + (Driveway 580)= 2,749
2,749 / 8,560 = 32%
PROJECT INFORMATION
1.The allowable FAR for all structures (excluding
garages) on lots between 5,000 S.F. and
30,000 S.F. shall be determined by the
following formula:
FAR = .35 - ( [ A - 5 ] x .20)
25
where:
A is the net lot area
in thousands
of S.F. (e.g. 7,500 S.F. is written as 7.5)
2.The allowable FAR for a garage on lots
between 5,000 S.F. and 30,000 S.F. shall be
determined by the following formula:
FAR = .10 - ( [ A - 5 ] x .07)
25
Site area: 8,560 Sq.Ft.
House Floor Area
.35-([8,560-5]x .20)= 0,32152
25
FAR= 0.32152
0.32152 x 8,560 = 2,752 max floor area
Garage Floor Area
.10-([8.560]x.07)= 0,090
25
Maximum Garage Size Calc.
0,090 x 8,560=771 max garage floor area
TREE PLAN: INTENT IS TO MITIGATE PROPOSED TREE REMOVAL
WITH PAYMENT OF IN-LIEU FEES.
1
A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED IN ACCORDANCE WITH NFPA 13D AND
STATE AND LOCAL REQUIREMENTS.
SEE CONDITIONS OF APPROVAL.
FIRE SPRINKLERS WILL BE SECURED ON A SEPARATE PERMIT.
Corner View Elevation
ATTACHMENT 9
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A 1.1
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21
'
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"
20'-4"
33'-
0
"
TR
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15921 Rochin Terrace
R
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REDWOOD TREE
10"APPLE 6"7"9"OLIVE
5.0' PUBLIC SERVICE EASEMENT
FOYER
HOUSE
F.F. = 331.8
EM
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FAMILY ROOM
TALLER CEILING
BEDROOM 1
11'-10"
MUDROOM
LAUNDRY
DEN / OFFICE
KI
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SEATCOAT CLOSET
BUILT-IN CABINET
OPEN TO ABOVE
barn door
OUTDOOR KITCHEN
BATHROOM 1
12
'
-
0
"
10
'
-
2
"
9'-10"
FAU
Pool Equipment
outdoor shower
REDWOOD TREE
CLOSET
CL
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5'-9 1/4"8'-0"
2'
-
0
"
GARAGE
F.F. = 330.30
16'-0"
15
'
-
4
"
3 A1
3 A1
GASTankless W.H.
Condensing
Unit
5"CHERRY
FIRE HYDRANT
5'-3"
12
'
-
3
1
/
2
"
17'-10 1/4"
35
'
-
4
1
/
4
"
5'
-
0
"
6'-1 1/4"
20'-0"
25
'
-
0
"
12" POOL
COPING
SWIMMING POOL
12" pool coping
15
'
-
4
"
hot tub
fire pit
3' H MAX RETAINING
WALL, SEE CIVIL
DRAWINGS
3' H MAX RETAINING
WALL, SEE CIVIL
DRAWINGS
25'-0" FRONT SETBACK
15
'
-
0
"
C
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+-
1
7
'
-
3
"
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20'-0" REAR SETBACK
8'
-
0
"
S
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B
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5'-1"
PLANTING AREA
DIMENSIONS NOTE
1-CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND
NOTIFY ARCHITECT OF ANY DISCREPANCY BEFORE ANY
CONSTRUCTION
2- CONTRACTOR TO STAKE PROPERTY
LINES WITH SURVEYOR AND USE SETBACKS FOR LAY-OUT
WORK IN THE RIGHT-OF-WAY: Work must be done per City
standards and the contractor performing this work must first
obtain a Street Work Permit from Public Works at the
Development Center. If a new driveway is in a different location
than the existing driveway, then the sidewalk associated with
the new driveway must be replaced with a thickened (6” thick
instead of the standard 4” thick) section. Additionally, curb cuts
and driveway approaches for abandoned driveways must be
replaced with new curb, gutter and planter strip.
SITE PLAN
Scale: 3/16" = 1'-0"01
0 4 128 16
NORTH ELEVATION
SOUTH ELEVATION
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SEE CIVIL DRAWINGS
FOR DRIVEWAY
APPROACH
LINE OF ADJACENT
HOUSE
3
A4.0
2
A4.0
1
A4.0
3'-6" H FENCE
3'-6" H FENCE
6'-0" H FENCE
6'-0" H FENCE
6'-0" H FENCE
30
'
-
0
"
30'-0"
CORNER SIGHT
TRIANGLE
OLIVE TREES TO BE
KEPT AND PROTECTED
APPLE TREE TO BE
REMOVED
IPE FRAMED TRELLIS
PERVIOUS PAVERS DECK
NEW 24" BOX SCREENING TREES FOR PRIVACY SCREENING.
MUST BE FAST GROWING EVERGREEN LANDSCAPE THAT IS
A MINIMUM OF 12' TALL AT PLANTING TIME. THESE TREES
WILL NEED TO REMAIN OR BE REPLACED IN KIND DURING
THE LIFE OF THE STRUCTURE.
1 TREE TO REMAIN
6'-0" H FENCE
LINEAR DRAIN NEXT TO
HOUSE WALL
"BELGARD
PERMEABLE ECO
DUBLIN CLASSIC"
TYP.
"BELGARD
PERMEABLE ECO
DUBLIN CLASSIC"
TYP.
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A 1.2a
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PROPOSED
NEW HOUSE
15910 ROCHIN COURT
1 STORY HOME
15920 ROCHIN COURT
1 STORY HOME
15930 ROCHIN COURT
2 STORY HOME
15911 ROCHIN COURT
2 STORY HOME
15905 ROCHIN TERRACE
2 STORY HOME
15902 ROCHIN TERRACE
1 STORY HOME
15901 ROCHIN TERRACE
1 STORY HOME
15931 ROCHIN COURT
1 STORY HOME
15909 ROCHIN COURT
2 STORY HOME
SANTA CLARA COUNTY PARCEL MAP
15908 ROCHIN COURT
2 STORY HOME
15906 ROCHIN COURT
1 STORY HOME
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A 1.2b
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PROPOSED
NEW HOUSE
SANTA CLARA COUNTY PARCEL MAP
15921 ROCHIN TERRACE
EXISTING 1 STORY HOME
TO BE REPLACED
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
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UP
15921 Rochin Terrace
REDWOOD TREE
FOYER
HOUSE
F.F. = 331.8
EM
DI
N
I
N
G
R
O
O
M
FAMILY ROOM
TALLER CEILING
BEDROOM 1
MUDROOM
LAUNDRY
DEN / OFFICE
KI
T
C
H
E
N
SEATCOAT CLOSET
BUILT-IN CABINET
OPEN TO ABOVE
barn door
OUTDOOR KITCHEN
BATHROOM 1
FAU
Pool Equipment
outdoor shower
REDWOOD TREE
CLOSET
CL
O
S
E
T
GARAGE
F.F. = 330.30
GASTankless W.H.
Condensing
Unit
FIRE HYDRANT
12" pool coping
MASTER BEDROOM
MASTER
BATHROOM
WALK-IN CLOSET
BATHROOM 2
CLOSET
BEDROOM 2
BEDROOM 3
OPEN TO BELOW
CL
O
S
E
T
CL
O
S
E
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DECK
TERRACE
HALL
SECOND FLOOR PLAN
Scale: 1/8" = 1'-0"01
DECK
shower
UP
STREET-SCAPE AT ROCHIN COURT @ REMODEL SIDE
1/16" = 1'-0"
88'-2"77'-4"80'-8"51'-0"80'-0"15909 ROCHIN COURT 15911 ROCHIN COURT15921 ROCHIN TERRACE
PROPOSED RESIDENCE
15931 ROCHIN COURT ROCHIN TERRACE
1 STORY HOME 2 STORY HOME2 STORY HOME
64'-0"116'-8"125'-8"49'-0"
STREET-SCAPE AT ROCHIN TERRACE IN FRONT OF REMODEL SIDE
1/16" = 1'-0"
15911 ROCHIN COURTLINDA AVE ROCHIN COURT
2 STORY HOME
100'-4"15921 ROCHIN TERRACE
PROPOSED RESIDENCE
80'-0"49'-0"ROCHIN COURT 15905 ROCHIN TERRACE 80'-0"60'-7"15901 ROCHIN TERRACE LINDA AVE
STREET-SCAPE AT ROCHIN TERRACE @ PROPOSED REMODEL SIDE
1/16" = 1'-0"
2 STORY HOME 1 STORY HOME
STREET-SCAPE AT ROCHIN COURT IN FRONT OF NEW RESIDENCE SIDE
1/16" = 1'-0"
1 STORY HOME
70'-0"69'-6"70'-0"15920 ROCHIN COURT15910 ROCHIN COURT 15930 ROCHIN COURT
2 STORY HOME1 STORY HOME
15902 ROCHIN TERRACE
1 STORY HOME
UP
FOYER
HOUSE
F.F. = 331.8
EM
DI
N
I
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G
R
O
O
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FAMILY ROOM
TALLER CEILING
BEDROOM 1
MUDROOM
LAUNDRY
DEN / OFFICE
KI
T
C
H
E
N
SEATCOAT CLOSET
BUILT-IN CABINET
OPEN TO ABOVE
barn door
OUTDOOR KITCHEN
BATHROOM 1
FAU
Pool Equipment
outdoor shower
CLOSET
CL
O
S
E
T
GARAGE
F.F. = 330.30
GASTankless W.H.
Condensing
Unit
FIRE HYDRANT
12" pool coping
GENERAL SHEET NOTES:
1. REFER TO MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR EXTENT OF MECHANICAL, ELECTRICAL, AND STRUCTURAL WORK.
2. ALL EXTERIOR STUD WALLS SHALL HAVE MIN. R-15 FOIL BACKED INSULATION.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL FRAMING AND STRUCTURAL MEMBER SIZES.
GRAPHIC KEY:
EXISTING WALL TO REMAIN
NEW FRAMED EXTERIOR / INTERIOR WALL S.S.D.
FIRE RESISTIVE WALL CONSTRUCTION
AT WALLS BETWEEN GARAGE AND LIVABLE SPACE:
MIN. 1/2" GYPSUM BOARD TYPE X OVER STUDS FROM CURB
TO UNDERSIDE OF ROOF SHEATING APPLIED TO INTERIOR
SIDE OF THE EXTERIOR WALLS
STAIRWAY REQUIREMENT
A. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH ABOVE THE HANDRAILS.
HANDRAIL PROJECTIONS ARE LIMITED TO NOT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE
STAIRWAY. (CRC Sec.R311.7.1)
B. HEADROOM SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED FROM THE SLOPED LINE
ADJOINING THE TREAD NOSING. (CRC R311.7.2)
C. RISER HEIGHT SHALL NOT EXCEED 7 3/4 INCHES. THE GREATEST RISER HEIGHT WITHIN ANY
FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". (CRC Sec.R311.7.4.1).
D. TREAD DEPTH (MEASURED BETWEEN THE NOSING) SHALL BE AT LEAST 10 INCES. THE LARGEST
TREAD DEPTH WIITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN
3/8" (CRC Sec.R311.7.4.2)
E. NOSING NOT LESS THAN 0.75" BUT NOT MORE THAN 1.25" SHALL BE PROVIDED ON STAIRWAYS
WITH SOLID RISERS IF THE TREAD DEPTH IS LESS THAN 11". THE RADIUS OF CURVATURE AT THE
NOSING SHALL BE NO GREATER THAN 9/16 INCH. (CRC Sec.R311.7.4.3).
F. OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT
PERMIT THE PASSAGE OF A 4- INCH DIAMETER SPHERE. THE OPENING BETWEEN ADJACENT
TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 INCHES OF LESS. (CRC Sec.
R311.7.4.3)
4. Glazing meeting the requirements listed below shall be tempered:
·Glazing in all fixed and operable panels of swinging door, sliding and bi-fold doors. [ R308.4.1]
·Glazing in an individual fixed or operable panel that meets all of the following conditions: [ R308.4.3 ]
a. The exposed area of an individual pane larger than 9 square feet.
b. The bottom edge of the glazing is less than 18 inches above the floor.
c. The top edge of the glazing is more than 36 inches above the floor; and
d. One or more walking surfaces are within 36 inches, measured horizontally and in a
straight line of the glazing.
·Glazing in walls, enclosures, or fences containing or facing hot tubs, spas, whirlpools, saunas, steam
rooms, bathtubs, showers, or indoor or outdoor swimming pools, where the bottom exposed edge of the
glazing is less than 60 inches measured vertically above any standing or walking surface. [R308.4.5]
·Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the
adjacent walking surface of stairways. Landings between flights of stairs and ramps. [ R308.4.6 ]
·Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above
the landing and within 60 inches horizontally of the bottom tread. [ R308.4.7 ]
5. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDE AT WATER HEATER.
6. MAXIMUM TEMPERATURE WILL BE LIMITED TO 120 DEGREES F.
7. INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATIONS
8. DIMENSIONS ARE TO FINISH OF WALLS U.O.N.
9. MIN. JAMB AT DOORS TO BE 4"
WATER HEATER NOTES:
WATER HEATERS REQUIRE TWO SEISMIC STRAPS; ONE LOCATED WITHIN THE TOP 1/3 OF THE
WATER HEATER AND ONE AT THE BOTTOM 1/3.
THE BOTTOM STRAP SHALL BE LOCATED AT LEAST 4" AWAY FROM THE HEATER CONTROLS. CPC
508.2
MAXIMUM TEMPERATURE WILL BE LIMITED TO 120 DEGREES F.
PLUMBING PLAN NOTES:
A) WATER CLOSETS SHALL HAVE AN AVERAGE WATER CONSUPTION OF NOT MORE THAN
1.28 GALLONS PER FLUSH. CPC 402.2C
B)SHOWER HEADS MAXIMUM 2.0 GPM.
C)KITCHEN / WETBAR / LAUNDRY FAUCET MAXIMUM 1.8 GPM.
D)LAVY FAUCET MAXIMUM 1.5 GPM.
·Control valves and shower heads shall be located on the sidewall of shower compartments or otherwise
arranged so that the shower head does not discharge directly at the entrance to the compartment so that the
bather can adjust the valves prior to stepping into the shower spray. [ CPC 408.9 ]
·Tempered shower doors and panels.
·Water closets shall not be set closer than 15 inches from its center line to a side wall or obstruction.
The clear space in front of the water closet shall not be less than 24 inches. [ CPC 402.5 ]
·Shower compartments regardless of size shall have a minimum finished interior of 1024 square inches
and shall be capable of encompassing a 30 inch circle. [ CPC 408.6 ]
·The maximum hot water temperature discharging from the bathtub or whirlpool bathtub filler shall be
limited to 120 degrees F. by a device that is in accordance to with ASSE 1070 or CSA [ CPC 409.4 ]
·Showers must have a minimum inside clear dimension of 30" with a minimum total area of 1,024 square
inches [CPC 411.7].
·Shower doors must be at least 22" wide [CPC 411.6].
·Showers must have waterproof wall finish up at least 6' above the floor. [R307.2]
·Glass shower and tub enclosure must be safety glazing.[R307.2]
·Shower and tub/shower walls to specify a smooth, hard, nonabsorbent surface (e.g.ceramic tile or
fiberglass) over a moisture resistant underlayment (e.g., cement, fiber cement, or glass mat gypsum backer) to
a height of 72 inches above the drain inlet. Please note: Water-resistant gypsum backing board shall not be
used over a vapor retarder in shower or bathtub compartments. [R307.2]
EGRESS NOTES:
• EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND
RESCUE OPENING (R310.1)
A) MINIMUM NET CLEAR OPENABLE DIMENSION OF 24" IN HEIGHT (R310.1.2)
B) MINIMUM NET CLEAR OPENABLE DIMENSION OF 20" IN WIDTH (R310.1.3)
C) MINIMUM NET CLEAR OPENABLE DIMENSION OF 5.7 SQUARE FEET IN AREA.
GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET
(R310.1.1)
D) WHERE EMERGENCY ESCAPE AND RESCUE WINDOWS ARE PROVIDED THEY SHALL HAVE THE
BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR.
DIMENSIONS NOTES
1-CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY
DISCREPANCY BEFORE ANY CONSTRUCTION
2- CONTRACTOR TO STAKE PROPERTY
LINES WITH SURVEYOR AND USE SETBACKS FOR ADDITION LAY-OUT
1ST FLOOR PLAN
Scale: 1/4" = 1'-0"1
0 4 128 16
18'-8"
35'-1"
58
'
-
0
"
35
'
-
9
"
20
'
-
6
"
18'-3"16'-5"
6'-2"11'-8"
10
'
-
9
"
2'
-
7
"
4'
-
5
"
3'-3"6'-5"
ELECTRICAL METER
17
'
-
6
"
D
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LAWN
44'-0"
3'-6"7'-6"2'-4"
21
'
-
5
"
C
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20'-6" CLR.
SLAB ON GRADE
16'-5"
15
'
-
2
"
5'
-
5
"
2'
-
4
"
15
'
-
9
"
28
'
-
6
"
7'
-
3
"
22
'
-
3
"
21'-7"7'-7"
10'-0"
F.F. 331.80
F.F. 330.30
2
A4.0
3
A4.0
1
A4.0
3'
-
9
"
1'-7"
FENCE
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A 2.0
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acadiaarchitecture
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ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
e
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t
S
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:
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A 2.1
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acadiaarchitecture
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4. Glazing meeting the requirements listed below shall be tempered:
·Glazing in all fixed and operable panels of swinging door, sliding and bi-fold doors. [ R308.4.1]
·Glazing in an individual fixed or operable panel that meets all of the following conditions: [ R308.4.3 ]
a. The exposed area of an individual pane larger than 9 square feet.
b. The bottom edge of the glazing is less than 18 inches above the floor.
c. The top edge of the glazing is more than 36 inches above the floor; and
d. One or more walking surfaces are within 36 inches, measured horizontally and in a
straight line of the glazing.
·Glazing in walls, enclosures, or fences containing or facing hot tubs, spas, whirlpools, saunas, steam
rooms, bathtubs, showers, or indoor or outdoor swimming pools, where the bottom exposed edge of the
glazing is less than 60 inches measured vertically above any standing or walking surface. [R308.4.5]
·Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the
adjacent walking surface of stairways. Landings between flights of stairs and ramps. [ R308.4.6 ]
·Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above
the landing and within 60 inches horizontally of the bottom tread. [ R308.4.7 ]
MASTER BEDROOM
MASTER
BATHROOM
WALK-IN CLOSET
BATHROOM 2
CLOSET
BEDROOM 2
BEDROOM 3
OPEN TO BELOW
CL
O
S
E
T
CL
O
S
E
T
DECK
TERRACE
HALL
SECOND FLOOR PLAN01
DECK
shower
UP
GENERAL SHEET NOTES:
1. REFER TO MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR EXTENT OF MECHANICAL, ELECTRICAL, AND STRUCTURAL WORK.
2. ALL EXTERIOR STUD WALLS SHALL HAVE MIN. R-15 FOIL BACKED INSULATION.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL FRAMING AND STRUCTURAL MEMBER SIZES.
4. PROVIDE FULLY TEMPERED GLAZING, LAMINATED SAFETY GLASS OR APPROVED PLASTIC IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET.
5. DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC.
6. PROVIDE TEMPERED GLAZING AT HAZARDOUS LOCATIONS, SUCH AS IN DOORS.
7. TUB-SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. PROVIDE MIXING VALVE FOR ALL TUB/SHOWERS
8. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDE AT WATER HEATER.
9. INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATIONS
10. DIMENSIONS ARE TO FINISH OF WALLS U.O.N.
11. MIN. JAMB AT DOORS TO BE 4"
GRAPHIC KEY:
EXISTING WALL TO REMAIN
NEW FRAMED EXTERIOR / INTERIOR WALL S.S.D.
FIRE RESISTIVE WALL CONSTRUCTION
AT WALLS BETWEEN GARAGE AND LIVABLE SPACE:
MIN. 1/2" GYPSUM BOARD TYPE X OVER STUDS FROM CURB
TO UNDERSIDE OF ROOF SHEATING APPLIED TO INTERIOR
SIDE OF THE EXTERIOR WALLS
STAIRWAY REQUIREMENT
A. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH ABOVE THE HANDRAILS.
HANDRAIL PROJECTIONS ARE LIMITED TO NOT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE
STAIRWAY. (CRC Sec.R311.7.1)
B. HEADROOM SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED FROM THE SLOPED LINE
ADJOINING THE TREAD NOSING. (CRC R311.7.2)
C. RISER HEIGHT SHALL NOT EXCEED 7 3/4 INCHES. THE GREATEST RISER HEIGHT WITHIN ANY
FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". (CRC Sec.R311.7.4.1).
D. TREAD DEPTH (MEASURED BETWEEN THE NOSING) SHALL BE AT LEAST 10 INCES. THE LARGEST
TREAD DEPTH WIITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN
3/8" (CRC Sec.R311.7.4.2)
E. NOSING NOT LESS THAN 0.75" BUT NOT MORE THAN 1.25" SHALL BE PROVIDED ON STAIRWAYS
WITH SOLID RISERS IF THE TREAD DEPTH IS LESS THAN 11". THE RADIUS OF CURVATURE AT THE
NOSING SHALL BE NO GREATER THAN 9/16 INCH. (CRC Sec.R311.7.4.3).
F. OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT
PERMIT THE PASSAGE OF A 4- INCH DIAMETER SPHERE. THE OPENING BETWEEN ADJACENT
TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 INCHES OF LESS. (CRC Sec.
R311.7.4.3)
2ND FLOOR PLAN
Scale: 1/4" = 1'-0"2
0 4 128 16
WATER HEATER NOTES:
WATER HEATERS REQUIRE TWO SEISMIC STRAPS; ONE LOCATED WITHIN THE TOP 1/3 OF THE WATER
HEATER AND ONE AT THE BOTTOM 1/3.
THE BOTTOM STRAP SHALL BE LOCATED AT LEAST 4" AWAY FROM THE HEATER CONTROLS. CPC 508.2
MAXIMUM TEMPERATURE WILL BE LIMITED TO 120 DEGREES F.
PLUMBING PLAN NOTES:
A) WATER CLOSETS SHALL HAVE AN AVERAGE WATER CONSUPTION OF NOT MORE THAN 1.28 GALLONS
PER FLUSH. CPC 402.2C
B)SHOWER HEADS MAXIMUM 2.0 GPM.
C)KITCHEN / WETBAR / LAUNDRY FAUCET MAXIMUM 1.8 GPM.
D)LAVY FAUCET MAXIMUM 1.5 GPM.
·Control valves and shower heads shall be located on the sidewall of shower compartments or otherwise arranged
so that the shower head does not discharge directly at the entrance to the compartment so that the bather can adjust the
valves prior to stepping into the shower spray. [ CPC 408.9 ]
·Tempered shower doors and panels.
·Water closets shall not be set closer than 15 inches from its center line to a side wall or obstruction. The clear
space in front of the water closet shall not be less than 24 inches. [ CPC 402.5 ]
·Shower compartments regardless of size shall have a minimum finished interior of 1024 square inches and shall
be capable of encompassing a 30 inch circle. [ CPC 408.6 ]
·The maximum hot water temperature discharging from the bathtub or whirlpool bathtub filler shall be limited to 120
degrees F. by a device that is in accordance to with ASSE 1070 or CSA [ CPC 409.4 ]
·Showers must have a minimum inside clear dimension of 30" with a minimum total area of 1,024 square inches
[CPC 411.7].
·Shower doors must be at least 22" wide [CPC 411.6].
·Showers must have waterproof wall finish up at least 6' above the floor. [R307.2]
·Glass shower and tub enclosure must be safety glazing.[R307.2]
·Shower and tub/shower walls to specify a smooth, hard, nonabsorbent surface (e.g.ceramic tile or fiberglass) over
a moisture resistant underlayment (e.g., cement, fiber cement, or glass mat gypsum backer) to a height of 72 inches
above the drain inlet. Please note: Water-resistant gypsum backing board shall not be used over a vapor retarder in
shower or bathtub compartments. [R307.2]
EGRESS NOTES:
• EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND
RESCUE OPENING (R310.1)
A) MINIMUM NET CLEAR OPENABLE DIMENSION OF 24" IN HEIGHT (R310.1.2)
B) MINIMUM NET CLEAR OPENABLE DIMENSION OF 20" IN WIDTH (R310.1.3)
C) MINIMUM NET CLEAR OPENABLE DIMENSION OF 5.7 SQUARE FEET IN AREA.
GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET
(R310.1.1)
D) WHERE EMERGENCY ESCAPE AND RESCUE WINDOWS ARE PROVIDED THEY SHALL HAVE THE
BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR.
GENERAL SHEET NOTES:
1. REFER TO MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR EXTENT OF MECHANICAL, ELECTRICAL, AND STRUCTURAL WORK.
2. ALL EXTERIOR STUD WALLS SHALL HAVE MIN. R-15 FOIL BACKED INSULATION.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL FRAMING AND STRUCTURAL MEMBER SIZES.
5. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDE AT WATER HEATER.
6. MAXIMUM TEMPERATURE WILL BE LIMITED TO 120 DEGREES F.
7. INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATIONS
8. DIMENSIONS ARE TO FINISH OF WALLS U.O.N.
9. MIN. JAMB AT DOORS TO BE 4"
2'-5"2'-0"
6'
-
3
"
6'
-
5
"
12
'
-
9
"
7'
-
4
"
11
'
-
1
0
"
54
'
-
4
"
3'-10"12'-1"
11'-0"3'-9"3'-9"
14'-10"5'-4"3'-1"3'-10"
6'
-
2
"
5'
-
9
"
19
'
-
2
"
8'
-
6
"
54
'
-
1
"
11'-11"16'-7"
15
'
-
8
"
11
'
-
3
"
17
'
-
5
"
5'
-
9
"
13'-2"11'-0"15'-11"
8'
-
2
"
13
'
-
9
"
8'-3"
2
A4.0
3
A4.0
1
A4.0
5'-0"
MASTER BEDROOM
MASTER
BATHROOM
WALK-IN CLOSET
BATHROOM 2
CLOSET
BEDROOM 2
BEDROOM 3
OPEN TO BELOW
CL
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CL
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DECK
TERRACE
HALL
DECK
shower
UP
ROOF VENTILATION NOTES:
1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE
CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS
SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING
OPENINGS AGAINST THE ENTRANCE THE RAIN. VENTILATING OPENINGS
SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WITH THE
LAST DIMENSION BEING 1/8".
2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300
OF THE AREA OF THE SPACE VENTILATED WITH 50% OF THE REQUIRED
VENTILATING AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER
PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE
OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION
PROVIDED BY EAVE OR CORNICE VENTS .
3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL
NOT BLOCK THE FREE FLOW OF AIR. A MINMUM OF 1-INCH SPACE SHALL
BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE
LOCATION OF THE VENT.
ROOF DRAINAGE NOTES:
1) Roof drains shall be equipped with strainers extending at 4" above the roof
deck surface and be at least 1-1/2 times larger than the drainpipe. (CPC
1105.2)
2)Where roof surfaces are not designed to drain over roof edges, overflow
drains or scuppers three times the size of required roof drains shall be
provided. Said drains to be located 2" above the low point of the roof.
Overflow drains to be independent of and in addition to surface drains.
CBC 1506.3
3)Roof drainage water shall not be allowed to flow over public property
CBC 1506.5
4) Provide splashblocks at each downspout
SKYLIGHTS NOTE
PLUMBING VENTS TO BE A MINIMUM OF 10'
AWAY FROM, OR AT LEAST 3' ABOVE ANY
OPERABLE SKYLIGHTS PER CPC 906.2
SKYLIGHTS MIN. ENERGY PERFORMANCE:
(U= 0.45, SHGC=0.4 MAX PER T24)
VAPOR BARRIER NOTE
PROVIDE CLASS 1 OR CLASS 2 VAPOR
BARRIER INSTALLED ON THE WARM-IN-WINTER
SIDE OF THE CEILING OR PROVIDE VENTILATORS
LOCATED IN THE UPPER PORTION OF THE SPACE
TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR
CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
VENTILATION PROVIDED BY EAVE OR CORNICE VENTS
PER CRC R806.2
0 4 128 16
ROOF PLAN
Scale: 1/4" = 1'-0"3
3:12
STANDING SEAM METAL ROOFING TYP.
STANDING SEAM
METAL ROOFING TYP.
STANDING SEAM
METAL ROOFING TYP.
STANDING SEAM
METAL ROOFING TYP.
LINE OF FLOOR BELOW
1
A4.0
2
A4.0
3
A4.0
5:
1
2
1.5:12
5:12
2:
1
2
3:
1
2
2:
1
2
2:12
1:
1
2
1:
1
2
PHOTOVOLTAIC PANELS, TYP.
PHOTOVOLTAIC PANELS, TYP.
INDICATES PHOTOVOLTAIC PANELS, TYP.
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A 2.2
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TERRACE
BELOW
DECK
BELOW
LOWER LEVEL
ROOF
LOWER LEVEL
ROOF
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A 3.0
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SIDE ELEVATION - NORTH - ROCHIN TERRACE
Scale: 1/4" = 1'-0"2
121
12 1
12 2
12
2
FIRST FLOOR T.OP. A.F.F.
+9'-6"
SECOND FLOOR FINISH FLOOR
+11'-0"
SECOND FLOOR T.O.P.
10'-0" A.F.F.
FIRST FLOOR FINISH FLOOR
331.80'
S.S. CABLE
RAILS
GUARDRAIL
SMOOTH
ACRYLIC
STUCCO, TYP.
SMOOTH
ACRYLIC
STUCCO, TYP.
42
"
H
I
G
H
STANDING SEAM
METAL ROOFING,
TYP.
26
'
-
0
"
M
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CEDAR WOOD SIDING
SMOOTH
ACRYLIC
STUCCO, TYP.
4'
-
6
1
/
2
"
ADJACENT PROPOSED GRADE
330.30
ADJACENT EXISTING GRADE
330.52
12 1.5
122
FIRST FLOOR T.OP. A.F.F.
+9'-6"
SMOOTH
ACRYLIC
STUCCO, TYP.
SMOOTH
ACRYLIC
STUCCO, TYP.
FIRST FLOOR FINISH FLOOR
331.80'
25
'
-
3
"
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CEDAR WOOD SIDING
CEDAR WOOD SIDING
STANDING SEAM
METAL ROOFING, TYP.
GARAGE TERRACE S.S.
CABLES RAILING
SMOOTH
ACRYLIC
STUCCO,
TYP.
METAL & WOOD
INSERTS
GARAGE DOOR
10
'
-
1
1
"
3'
-
6
"
FRONT ELEVATION - EAST - ROCHIN COURT
Scale: 1/4" = 1'-0"1
FRONT GARDEN
WALL
3'
-
9
"
5'
-
5
1
/
2
"
ADDRESS NUMBERS SHALL BE ARABIC
NUMBERS OR ALPHABETICAL LETTERS.
NUMBERS SHALL BE A MINIMUM OF 4
INCHES (101.6 MM) HIGH WITH A
MINIMUM STROKE WIDTH OF 0.5 INCH (12.7
MM)
ADJACENT PROPOSED AND EXISTING GRADE
330.30
SECOND FLOOR FINISH FLOOR
+11'-0"
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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t
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A 3.1
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SIDE ELEVATION - SOUTH - SIDE YARD
Scale: 1/4" = 1'-0"3
FIRST FLOOR T.OP. A.F.F.
+9'-6"
SECOND FLOOR FINISH FLOOR
+11'-0"
SECOND FLOOR T.O.P.
8'-6" A.F.F.
FIRST FLOOR FINISH FLOOR
331.80'
STANDING SEAM
METAL ROOFING, TYP.
S.S. CABLE GUARDRAIL
SMOOTH
ACRYLIC
STUCCO,
TYP.
SMOOTH
ACRYLIC
STUCCO, TYP.
SECOND FLOOR T.O.P.
9'-9" A.F.F.
SMOOTH
ACRYLIC
STUCCO, TYP.
42
"
H
I
G
H
CUSTOM WOOD
FENCE
4'
-
6
1
/
2
"
ADJACENT NEW GRADE
330.30'EXISTING ADJACENT GRADE
331.1'
26
'
-
2
"
WOOD TRELLIS
AT REAR YARD
REAR ELEVATION - WEST - REAR YARD
Scale: 1/4" = 1'-0"4
FIRST FLOOR T.OP. A.F.F.
+9'-6"
SECOND FLOOR FINISH FLOOR
+11'-0"
SECOND FLOOR T.O.P.
10'-4" A.F.F.
FIRST FLOOR FINISH FLOOR
331.80'
19
'
-
5
"
SMOOTH
ACRYLIC
STUCCO, TYP.
STANDING SEAM
METAL ROOFING, TYP.
CEDAR WOOD SIDING
TERRACE S.S. CABLES
RAILING
NEW ADJACENT GRADE
331.46'
EXISTING ADJACENT GRADE
331.13'
+_
2
5
'
-
5
"
9'
-
6
"
WOOD TRELLIS
AT REAR YARD
OUTDOOR
KITCHEN
STANDING SEAM
METAL ROOFING,
TYP.
PHOTOVOLTAIC PANELS,
TYP.
CERAMIC TILE AT
SHOWER
EXTENDED ROOF
OVER SHOWER
AREA TO PROTECT
DRAIN
EXTENDED WALL WINGS
TO SCREEN SHOWER
DRAIN
AND SUPPORT
EXTENDED ROOF
AWNING ABOVE IT
SECTION
Scale: 1/4" = 1'-0"2
GARAGE FINISH FLOOR
330'
SECOND FLOOR FINISH FLOOR
+11'-0"
SECOND FLOOR T.O.P.
10'-0" A.F.F.
FIRST FLOOR TOP OF PLATE A.F.F.
+9'-6"
PL
DRIVEWAY
PL
FIRST FLOOR FINISH FLOOR
331.80'
ADJACENT NEW GRADE
330.30'
EXISTING ADJACENT GRADE
331.1'
26
'
-
2
"
SECTION
Scale: 1/4" = 1'-0"3
PL PL
ROCHIN TERRACE
SECOND FLOOR FINISH FLOOR
+11'-0"FIRST FLOOR TOP OF PLATE A.F.F.
+9'-6"
FIRST FLOOR FINISH FLOOR
331.80'
NEW ADJACENT GRADE
331.46'
EXISTING ADJACENT GRADE
331.13'
25
'
-
5
"
SECTION
Scale: 1/4" = 1'-0"1
SECOND FLOOR FINISH FLOOR
+11'-0"
SECOND FLOOR T.O.P.
9'-6" A.F.F.
FIRST FLOOR FINISH FLOOR
331.80'
ROCHIN COURT
FIRST FLOOR TOP OF PLATE A.F.F.
+9'-6"
PL PL
25
'
-
7
"
M
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ADJACENT PROPOSED AND EXISTING GRADE
330.30
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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t
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A 4.0
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METAL ROOF EAVE DETAIL
Scale: 2" = 1'-0"01
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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t
S
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
A5.0
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SHADOW STUDY - JUNE 21 @ 9:00 A.M.
SCALE 1/16" = 1'-0"
NOTE FOR CLARITY OF HOUSE SHADOWS LARGE REDWOOD TREE SHADOW NOT SHOWN
ROCHIN TERRACE
RO
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AD
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H
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ADJACENT 1 STORY HOME
SHADOW STUDY - JUNE 21 @ 12:00 P.M.
SCALE 1/16" = 1'-0"
NOTE FOR CLARITY OF HOUSE SHADOWS LARGE REDWOOD TREE SHADOW NOT SHOWN
ROCHIN TERRACE
RO
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ADJACENT 1 STORY HOME
SHADOW STUDY - JUNE 21 @ 5:00 P.M.
SCALE 1/16" = 1'-0"
NOTE FOR CLARITY OF HOUSE SHADOWS LARGE REDWOOD TREE SHADOW NOT SHOWN
ROCHIN TERRACE
RO
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AD
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H
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ADJACENT 1 STORY HOME
SHADOW STUDY - DECEMBER 21 @ 9:00 A.M.
SCALE 1/16" = 1'-0"
NOTE FOR CLARITY OF HOUSE SHADOWS LARGE REDWOOD TREE SHADOW NOT SHOWN
ROCHIN TERRACE
RO
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I
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T
AD
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S
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H
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ADJACENT 1 STORY HOME
SHADOW STUDY - DECEMBER 21 @ 12:00 P.M.
SCALE 1/16" = 1'-0"
NOTE FOR CLARITY OF HOUSE SHADOWS LARGE REDWOOD TREE SHADOW NOT SHOWN
ROCHIN TERRACE
RO
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AD
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S
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H
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ADJACENT 1 STORY HOME
SHADOW STUDY - DECEMBER 21 @ 5:00 P.M.
SCALE 1/16" = 1'-0"
NOTE FOR CLARITY OF HOUSE SHADOWS LARGE REDWOOD TREE SHADOW NOT SHOWN
ROCHIN TERRACE
RO
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AD
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ADJACENT 1 STORY HOME
NOTE: PERFORATED METAIL AWNING IS
NO LONGER IN SCOPE
NOTE: PERFORATED METAIL AWNING IS
NO LONGER IN SCOPE
NOTE: PERFORATED METAIL AWNING IS
NO LONGER IN SCOPE
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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S
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a
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6
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
M-B
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SMOOTH LIGHT
GRAY STUCCO DARK BRONZE-ALUMINUM
CLAD WINDOWS, TYP.
CUSTOM
WOODEN DOOR
DARK CEDAR
SIDING, TYP.
ROOFING
"MCBI STANDING SEAM METAL
CHARCOAL GRAY COLOR"
STUCCO ACCENT
BENJAMIN MOORE "METROPOLITAN
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HTTP://WWW.BENJAMINMOORE.COM/
EN-US/PAINT-COLOR/METROPOLITAN
WOOD SIDING
WESTERN CEDAR SIDING
SEMI-TRANSPARENT STAIN
SIKKENS PROLUXE CAPE COD
GREY
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KOLBE VISTALUXE
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BOXED EAVES
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STUCCO BODY
PERCOLATING
CONCRETE
PAVERS, GRAY
COLOR
BENJAMIN MOORE "WOOL PEACOAT"
CSP-25
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
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acadiaarchitecture
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ROCHIN CORNER PERSPECTIVE VIEW
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
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Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
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ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
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1)
TOWN OF LOS GATOS
STAFF TECHCNICAL
REVIEW COMMENTS
by the Town's Architectural Consultant). The project may require review by the Planning
Commission. Prior to advertising for Planning Commission, 16 sets of 11 x 17 reductions
(folded and three-hole punched) will be required upon request from staff.
Please modify plans per the above comments and resubmit to Planning with a compliance
memorandum, six (6) sets of full sized plans {24"x36"1, and a PDF copy of the plans.
This Architectural and Site application is required to follow the Town's Height Pole and
Netting Policy. Height poles and project identification signs will be required prior to the
public notice of any pending approval.
Pursuant to the adopted fee schedule, in the event additional processing services by the
Town are required due to changes, modifications, additions, errors, omissions, or
discrepancies caused by the applicant of his/her agents or representatives, the applicant
shall pay an additional fee as determined by the Director of Community Development to
cover the actual cost.
Pursuant to the adopted fee schedule, if the requested information from any of the Tech
Review letters is not submitted within L80 days of this meeting, the applicant will be
required to pay a fee of LO% of the current application fee at the time the requested
information is submitted. Any resubmittal after one year will be processed as a new
application, subject to new fees.
Pursuant to the adopted fee schedule, if after three meetings, any additional review is
required by the Technical Review Committee and/or DRC, there will be an additionalfee
based on time and material cost.
DRAFT CONDITIONS:
TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT:
(Planning Division)
APPROVAL: This application shall be completed in accordance with all of the conditions of
approval and in substantial compliance with the approved plans. Any changes or
modifications to the approved plans and/or business operation shal! be approved by the
Community Development Director, DRC or the Planning Commission depending on the
scope of the changes.
EXPIRATION: The approval will expire two years from the approval date pursuant to
Section 29.20.320 of the Town Code, unless the approval has been vested.
OUTDOOR LIGHTING: Outdoor lights must be shielded and directed to shine on
improvements on the propertied and not directly on other property or any public right-of-
way. Shoestring lighting is not permitted.
TREE REMOVAL PERMIT: A Tree Removal Permit shall be obtained for any trees to be
removed, prior to the issuance of a building or grading permit.
EXISTING TREES: All existing trees shown on the plan and trees required to remain or to
be planted are specific subjects of approval of this plan and must remain on the site.
Community Development Department r Planning Division r 110 E. Main Street
4O8.354.687 2 r www. losgatosca.gov . www.faceboo k.co m/losgatosca
2)
3)
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Page2 of 4
TOWN OF LOS GATOS
STAFF TECHCNICAL
REVIEW COMMENTS
6) TREE STAKING: All newly planted trees shall be double-staked using rubber tree ties.
7l FRONT YARD LANDSCAPE: Prior to issuance of a Certificate of Occupancy the front yard
must be landscaped.
8) TREE PROTECTION: Protective tree fencing, and other protection measures shall be placed
at the drip line of existing trees prior to issuance of building permits and shall remain
through all phases of construction per Town Code requirements. lnclude a tree
protection plan with the construction plans.
9) TREE REPLACEMENT: All approved tree replacement shall meet the requirements of
Section 29.10.0985 of the Town Code.
10) WATER EFFICIENCY LANDSCAPE ORDINANCE: The final landscape plan shal! meet the
requirements of the Town of Los Gatos Water Conservation Ordinance or the State Water
Efficient Landscape Ordinance, whichever is more restrictive. Submittal of a Landscape
Documentation Package pursuant to WELO is required prior to issuance of a building
permit. A review fee based on the current fee schedule adopted by the Town Council is
required when working landscape and irrigation plans are submitted for review. A
completed WELO Certificate of Completion is required prior to final inspection/certificate
of occupancy.
11) SALVAGE OF BUILDING MATERIALS: Prior to the issuance of a demolition permit, the
developer shall provide the Community Development Director with written notice of the
company that will be recycling the building materials. All wood, metal, glass, and
aluminum materials generated from the demolished structure shall be deposited to a
company which will recycle the materials. Receipts from the company(s) accepting these
materials, noting the type and weight of materials, shall be submitted to the Town prior to
the Town's demolition inspection.
12l' STORY POLES: The story poles on the project site shall be removed within 30 days of
approval of the Architecture & Site application.
13) TOWN INDEMNITY: Applicants are notified that Town Code Section 1.10.115 requires that
any applicant who receives a permit or entitlement from the Town shall defend,
indemnify, and hold harmless the Town and its officials in any action brought by a third
party to overturn, set aside, or void the permit or entitlement. This requirement is a
condition of approval of all such permits and entitlements, whether or not expressly set
forth in the approval, and may be secured to the satisfaction of the Town Attorney.
L4l COMPLIANCE MEMORANDUM: A memorandum shall be prepared and submitted with the
building plans detailing how the Conditions of Approval will be addressed.
Please resubmit and provide a compliance memorandum showing how all of the deficiencies
and general comments have been addressed. PLEASE NOTE THAT COMMENTS/DEFICIENCIES
TISTED ABOVE MAY NOT BE AN EXHAUSTIVE LIST OF ALL STAFF TECHNICAL REVIEW
COMMENTS OR CONDITIONS.
Community Development Department o Planning Division r 110 E. Main Street
408.354.687 2 . www. I osgatosca.gov . www.fa cebook.com/lbsgatosca
Page 3 of 4
ACADIA-ARCHITECTURE
ALL RIGHTS RESERVED
All DRAWINGS AND WRITTEN
MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL,
UNPUBLISHED WORK OF
ACADIA-ARCHITECTURE AND THE
SAME MAY NOT BE DUPLICATED,
USED, OR DISCLOSED WITHOUT
THE WRITTEN CONSENT OF
ACADIA-ARCHITECTURE
Davide Giannella A.I.A.
Sh
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t
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644 N. Santa Cruz Ave. Suite 6
Los Gatos, California 95030
T. 408-219-0601
dg@acadia-architecture.com
12-31-19
GP-1
BU
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10/15//2017
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ZAUCHA RESIDENCE
15921 ROCHIN TERRACE LOS GATOS CA
NEW TWO-STORY HOME WITH ATTACHED 2 CAR GARAGE
ZAUCHA RESIDENCE
15921 ROCHIN TERRACE LOS GATOS CA
NEW TWO-STORY HOME WITH ATTACHED 2 CAR GARAGE
12/20/2017
408 219 0601
dg@acadia-architecture.com
DAVIDE GIANNELLA
DAVIDE GIANNELLA