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LAP SIDING
ASPHALT SHINGLE ROOFING
FIBER-CEMENT SHINGLES
EXTERIOR CEMENT PLASTER
CARPET
EARTH
CONCRETESTONE
SS METAL
TILE
1
GRIDLINE
SPOT ELEVATION
DOOR TAG REVISION
SECTION
DETAILWINDOW TAG
ROOM TAG
PROJECT NORTH (GRAY)
TRUE NORTH (BLACK)
ELEVATIONSHEET
1
Ref
1Ref 1 Ref
1
Ref
#
B
PROPOSED KEYNOTE
EXISTING KEYNOTE
BATTEN ON BOARD
1
A101
Ref
#
NameElevation
1
A101
SIM
D101R#
WIDTH x HEIGHTFAMILY - COMMENTS
ROOM NAME
R#A: AREA
CLG:CLG HT
W#R#--
WIDTH x HEIGHTCOMMENTSTYPE - HH:#
SEAN FREITAS, ARCHITECT LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL AS-BUILT CONDITIONS.
THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK.
SHEET INDEX
BM BEAM
CLEAR
CENTERLINE
CERAMIC
CEILING
CEMENT
BLOCKING
BOARD
CONTROL JOINT
CLG
CLR
CER
CJ
BLKG
BRD
CEM
ALUMINUM
ANCHOR BOLT
ADJACENT
ALUM
AB
ADJ
BOW BOTTOM OF WALL
CL
CENTER TO CENTERCC
CONTINUOUS
CONCRETE
CLOSET
CLEANOUT
CLO
CONC
CONTIN
CO
DOUGLAS FIR
DIAMETER
DOUBLE
DRAIN INLET
DIA
DI
DBL
DF
ELEVATION
DISH WASHER
DOOR
EL
E
DW
DR
EAST
EQUALEQ
FIRE PLACEFP
FLUORESCENT
FINISH FLOORFF
FLUOR
FIX FIXTURE
GALVANIZED
GROUND FAULT INTERRUPTERGFCI
GALV
GL
GA
GLASS
GAUGE
HOSE BIBB
HIGH OR HEIGHT
HB
JTS
GYP
H
JOIST
GYPSUM
LAVATORYLAV
LT
LIN
LB
LIGHT
LINEN
POUND
MEDICINE CABINET
MINIMUM
MANUFACTURER
MAXIMUM
MC
MIN
MAX
MANF
MTL METAL
ON CENTER
OWNER FURNISHED
CONTRACTOR INSTALLED
OFCI
N
OC
O/
NORTH
OVER
PUSH BUTTONPB
PL
PH PHONE
PLATE
O OWNER SELECTED
REFRIGERATOR
PRESSURE TREATED
POINT OF CONNECTION
R
REF
PT
POC
RISER
REINFORCED
S
RWD
RM
SOUTH
REDWOOD
ROOM
REINF
SQUARE FOOT
SHTHG
SHWR
SHEATHING
SHOWER
SF
SB SET BACK
SHELF & POLES&P
SLD
SIMP
SIM
'SIMPSON'
SLIDING
SIMILAR
STRUCTURALSTRUCT
TOP OF GRADETOG
UNDER COUNTER REFRIG.
TOP OF SLAB
TYPICAL
TELEVISIONTV
UCR
TYP
TOS
TOP OF CONCRETE
TEMPERED
TREADT
TOC
TEMP
TOP OF FLOORTOF
TOP OF PAVEMENTTOP
TOP OF WALLTOW
WATER CLOSET
WOOD
WEST
WITH
WC
WD
W/
W
WELDED WIRE MESH
WATER PROOF
WATER HEATERWH
WWM
WP
SHEET ABBREVIATIONS
ARCHITECTURAL SYMBOLS
PROJECT INFORMATION
APPLICABLE BUILDING CODE:
OCCUPANCY GROUP (CBC CH 3):
CONSTRUCTION TYPE (CBC, TABLE 601):
BUILDING JURISDICTION:
PROJECT SCOPE
PROJECT VICINITY MAPADDITIONAL NOTES
ALLOWABLE STORIES:
PROJECT DIRECTORY
DRAFTING
STRUCTURAL ENGINEER
MEP ENGINEER
CIVIL ENGINEER
TRUSS DESIGNER
FIRE SPRINKLER
AREA CALCULATIONS
AERIAL VIEW
ARCHITECT
PROJECT LOCATION:
PROJECT:
SHEET:
SHEET: OF SHEETS
TITLE:
THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.
ARCHITECT'S APPROVAL
IN
TE
C
O
NO. C23563
REN. 7/21E
ST
AT
FACF L I
R
O
N
ES
S
LI
EE
C
A
ND A R C
RFP .
S
EI
AT
IT
H
A
ISSUES:Project Issue Date:
Project Status:
Sheet Issue Date:
Revision Number:
Revision Date:
CLI
EN
T:
Em
ail
:T
el:
GRAPHIA® IS A REGISTERED TRADEMARK OF
SEAN FREITAS. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF SEAN FREITAS, ARCHITECT. ALL
DESIGN INFORMATION CONTAINED IN THESE
DRAWINGS ARE FOR USE ONLY ON THIS
SPECIFIED PROJECT AND SHALL NOT BE USED
OTHERWISE WITHOUT EXPRESSED WRITTEN
PERMISSION OF SEAN FREITAS, ARCHITECT
© 1992-2020. ALL RIGHTS RESERVED.
A R C H I T E C T U R E
& E N G I N E E R I N G
100 GATEWAY DRIVE, SUITE 120
G R A P H I A
LINCOLN, CA 95648
(916) 580-9981
GRAPHIA.com
ZONE:
CODE COMPLIANCE: ALLOWED: ACTUAL:
ALLOWABLE HEIGHT:
ALLOWABLE AREA:
GENERAL PROJECT DATA:
APN:
FLOOR AREA RATIO:
MOOSE MOUNTAIN VINEYARDSWINE STORAGE &
PROCESSING FOR:
3180 PASEO VISTA AVE,
SAN MARTIN, CA 95046
APN:825-29-029
20200619
A0.11
COVER SHEET
..
..
08/17/16
40
8-6
07
-77
77
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
32
10
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AR
TIN
, C
A 9
50
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WIN
E S
TO
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& P
RO
CE
SS
ING
FO
R:
31
80
PA
SE
O V
IST
A A
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AIN
VN
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AR
DS
NEW WINE STORAGE AND PROCESSING BUILDING CONSISTING OF
OFFICE, RESTROOM, LAB, AND STORAGE. NOT FOR WINE TASTING.
F-2/S-2 (WINE STORAGE AND PROCESSING)
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ENERGY CODE (CEC)
2019 CALIFORNIA FIRE CODE (CFC)
2019 CALIFORNIA GREEN BUILDING CODE (CGBS)
2019 CALIFORNIA ENERGY CODE (2019 CALIFORNIA ENERGY
STANDARDS AS AMENDED BY THE STATE OF CALIFORNIA
AND THE LOCAL JURISDICTION.
SANTA CLARA COUNTY
NICHOLAS OUSHAKOFF, ASSOC. AIA
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
TEL: 916-862-1660
SHEET TITLEA0.12 GENERAL NOTES
A1.11 SITE PLAN
A1.12 TOPOGRAPHIC SURVEY
A2.10 LEVEL-1 FLOOR PLAN
A2.11 UTILITY PLAN
A3.11 ROOF PLAN
A4.11 SCHEDULES
A5.00 PERSPECTIVE VIEWS
A5.11 ELEVATIONS
A5.12 ELEVATIONS
SEAN FREITAS, AIA
100 GATEWAY DRIVE, SUITE 120
LINCOLN, CA 95648
TEL: 916-580-9981
NAME (E) AREA (N) AREA NET CHANGE
CONDITIONED
(N) STRUCTURE 0 SF 1918 SF 1918 SF
CONDITIONED 0 SF 1918 SF 1918 SF
TOTAL: 0 SF 1918 SF 1918 SF
LOT SIZE LOT COVERAGE (40% MAX)
(E) SF (N) SF CHANGE (E) SF (E) % (N) SF (N) %
CHANGE
(SF)
CHANGE
(%)
435600 SF 435600 SF 0 SF 0 SF 0.00% 1918 SF 0.44% 1918 SF 0.44%
HS - SMALL SCALE AG PROCESSING PERMITTED
825-29-029
F-2/S-2 F-2/S-2
V-B 1-LEVEL V-B 1-LEVEL
35' 27'
3
0.44%
1
0.0044 : 1
GRAPHIA LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL AS-BUILT CONDITIONS.
THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK.
PROJECT:
SHEET:
SHEET: OF SHEETS
TITLE:
THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.
ARCHITECT'S APPROVAL
IN
TE
C
O
NO. C23563
REN. 7/21E
ST
AT
FACF L I
R
O
N
ES
S
LI
EE
C
A
ND A R C
RFP .
S
EI
AT
IT
H
A
ISSUES:Project Issue Date:
Project Status:
Sheet Issue Date:
Revision Number:
Revision Date:
CLI
EN
T:
Em
ail
:T
el:
GRAPHIA® IS A REGISTERED TRADEMARK OF
SEAN FREITAS. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF SEAN FREITAS, ARCHITECT. ALL
DESIGN INFORMATION CONTAINED IN THESE
DRAWINGS ARE FOR USE ONLY ON THIS
SPECIFIED PROJECT AND SHALL NOT BE USED
OTHERWISE WITHOUT EXPRESSED WRITTEN
PERMISSION OF SEAN FREITAS, ARCHITECT
© 1992-2020. ALL RIGHTS RESERVED.
A R C H I T E C T U R E
& E N G I N E E R I N G
100 GATEWAY DRIVE, SUITE 120
G R A P H I A
LINCOLN, CA 95648
(916) 209-9890
GRAPHIA.com
20200619
WIN
E S
TO
RA
GE
& P
RO
CE
SS
ING
FO
R:
A0.12
GENERAL NOTES
..
..
01/28/19
31
80
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O V
IST
A A
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, C
A 9
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MO
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OU
NT
AIN
VN
IEY
AR
DS
40
8-6
07
-77
77
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
32
10
PA
SE
O V
IST
A A
VE
NU
E,
RIC
H@
MO
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.CO
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..
GENERAL NOTES
SCOPE:
1. THE CONSTRUCTION CONTRACT RELATED TO THE WORK OF THIS PROJECT IS HEREBY MADE A PART OF THESE
DRAWINGS AS THOUGH FULLY CONTAINED THEREIN.
2. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COMPLETE ALL
WORK REQUIRED TO RECEIVE A CERTIFICATE OF OCCUPANCY FROM THE BUILDING OFFICIAL HAVING JURISDICTION
OVER THIS PROJECT. THE SCOPE OF PERMIT COMPLIANCE WORK IS INCLUDED IN THE GENERAL CONTRACT FOR
CONSTRUCTION OF THIS PROJECT. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND
SUBCONTRACTORS SHALL BE RESPONSIBLE FOR AND GOVERNED BY ALL OF THE REQUIREMENTS THEREUNDER.
3. PRIOR TO CONTRACT APPROVAL, THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND
SUBCONTRACTORS SHALL VISIT THE PROJECT SITE, AND BY THEIR OWN INVESTIGATION, DETERMINE EXISTING SITE
CONDITIONS AS TO THE QUANTITIES OF MATERIALS, LABOR HOURS, AND ANY OTHER COST ASSOCIATED WITH
WORK THAT IS TO BE DONE UNDER THEIR CONTRACT AND AS REQUIRED TO PASS ALL BUILDING PERMIT
INSPECTIONS. ALL MODIFICATIONS REQUIRED BY THE INSPECTION AUTHORITY SHALL BE MADE BY EACH
SUBCONTRACTOR AT THEIR EXPENSE.
4. PRIOR TO CONTRACT APPROVAL, THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND
SUBCONTRACTORS SHALL VERIFY AND CONFIRM THE DESIGN REQUIREMENTS OF ALL NEW AND EXISTING DESIGN,
STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS AND REPORT ANY AMBIGUITIES OR
DISCREPANCIES CONTAINED IN THE CONTRACT TO THE OWNER IN WRITING. ALL MODIFICATIONS REQUIRED TO
COMPLETE THE CONTRACT RESULTING FROM AMBIGUITIES OR DISCREPANCIES NOT REPORTED PRIOR TO
CONTRACT APPROVAL SHALL BE MADE BY EACH SUBCONTRACTOR AT THEIR EXPENSE.
APPLICABLE LAWS, ORDINANCES, REGULATIONS AND STANDARDS:
1. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL CONFORM TO
THE LATEST APPLICABLE, ADOPTED EDITION OF THE CALIFORNIA CODE OF REGULATIONS, TITLE-24, CALIFORNIA
BUILDING CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA ELECTRICAL CODE,
AND ALL LOCAL CODES AND ORDINANCES REQUIRED TO RECEIVE A CERTIFICATE OF OCCUPANCY FROM THE
BUILDING OFFICIAL HAVING JURISDICTION OVER THE PROJECT.
2. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM ALL
WORK REQUIRED BY APPLICABLE BUILDING CODES AND REGULATIONS TO PASS ALL REQUIRED BUILDING
INSPECTIONS.
3. EACH SUBCONTRACTOR MUST BE A SPECIALIST IN THEIR FIELD. EACH SUBCONTRACTOR SHALL, PRIOR TO THE
SUBMISSION OF HIS BID OR PERFORMANCE OF WORK, NOTIFY THE GENERAL CONTRACTOR OF ANY WORK CALLED
OUT IN THE DRAWINGS OR PROJECT MANUAL IN HIS TRADE THAT CANNOT BE FULLY GUARANTEED OR
CONSTRUCTED ACCORDING TO THE DESIGN INTENT.
PERMITS, LICENSES, INSPECTIONS, AND FEES:
1. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PLAN REVIEW, PERMIT, LICENSE, AND
INSPECTION APPROVALS. ALL FEES REQUIRED FOR APPROVAL SHALL BE PAID BY THE OWNER.
GUARANTEE:
1. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL GUARANTEE
THAT ALL WORK REQUIRED TO CONSTRUCT THE PROJECT BE A COMPLETE WORKING SYSTEM AND SHALL OPERATE
FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS. THE CONTRACTOR AGREES TO REPLACE, WITHOUT
EXPENSE TO THE OWNER, ANY PROJECT COMPONENTS WHICH THE OWNER DETERMINES TO BE DEFECTIVE WITHIN
ONE (1) CALENDAR YEAR FROM THE DATE OF FINAL CONTRACT ACCEPTANCE.
DATA AND MEASUREMENTS:
1. DRAWING DATA CONTAINED HEREIN IS AS EXACT AS COULD BE DETERMINED WITHIN THE PROJECT DESIGNER'S
DESIGN SCOPE OF SERVICES RENDERED. AS SUCH THE ABSOLUTE ACCURACY OF THE DESIGN DATA IS NOT
GUARANTEED. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL
ENDEAVOR TO OBTAIN, VERIFY AND CONFIRM EXACT DESIGN DATA ON SITE AND SUITABLY ADAPT THE WORK TO
CONFORM TO EXACT CONDITIONS ON SITE. THE CONTRACTOR SHALL REPORT ANY DESIGN DATA AMBIGUITIES OR
DISCREPANCIES CONTAINED IN THE CONTRACT TO THE OWNER IN WRITING. ALL MODIFICATIONS REQUIRED TO
ADAPT THE WORK SHALL BE MADE BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS AND ACTUAL BUILDING MEASUREMENTS TAKE
PRECEDENCE OVER SCALED DRAWING INFORMATION.
3. DIMENSIONS TO DOORS, WINDOWS, AND OPENINGS ARE NOMINAL WIDTHS. REFER TO THE MANUFACTURER FOR
ACTUAL ROUGH OPENINGS.
4. ALL WALL DIMENSIONS ARE ACTUAL, FACE OF STUD TO FACE OF STUD. WALL FINISH DIMENSIONS ARE NOT TAKEN
INTO ACCOUNT AND ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO DETERMINE
PROPER CLEARANCES.
5. NOTES ARE AN AID TO THE CONTRACTOR IN UNDERSTANDING THE WORK AND SHOULD NOT BE CONSTRUED AS
BEING COMPLETE IN EVERY DETAIL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME THOROUGHLY
FAMILIAR WITH THE WORK, AND REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL
CONDITIONS TO THE DESIGNER.
6. DIMENSIONS MARKED AS "V.I.F." SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
7. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE DESIGNER, UNLESS NOTED AS +/-.
SUBSTITUTIONS FOR SPECIFIED MATERIALS:
1. SPECIFIC TRADE NAMES MENTIONED IN THE DRAWINGS ARE FOR THE PURPOSES OF ESTABLISHING MINIMUM
STANDARDS OF QUALITY, STYLE OR TYPE, AND SHALL NOT BE CONSTRUED TO RESTRICT SUBSTITUTIONS. ALL
SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER IN WRITING WITHIN A SUFFICIENT TIME
FRAME AS NOT TO DELAY PROJECT COMPLETION.
2. SUBSTITUTIONS SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM BOTH THE
DESIGNER AND THE OWNER. CONSIDERATION WILL BE GIVEN TO LIFE SAFETY, FIRE RATING,
ACOUSTICS, WATERPROOFING, STRUCTURAL INTEGRITY, HANDICAPPED ACCESSIBILITY AND AESTHETICS WHEN
ASSESSING PROPOSED SUBSTITUTIONS.
CLEAN UP AND START UP RESPONSIBILITIES:
1. AFTER COMPLETION OF THE WORK DESCRIBED IN THEIR RESPECTIVE CONTRACTS AND PRIOR TO ACCEPTANCE, THE
GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL THOROUGHLY
CLEAN ALL EXPOSED SURFACES OF THEIR RESPECTIVE WORK COMPLETED.
2. AFTER COMPLETION OF THE WORK DESCRIBED IN THEIR RESPECTIVE CONTRACTS AND PRIOR TO PROJECT
ACCEPTANCE, THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL
THOROUGHLY TEST AND PROPERLY START UP ALL PROJECT EQUIPMENT AS REQUIRED TO SECURE AND MAINTAIN
SPECIFIED EQUIPMENT WARRANTIES. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND
SUBCONTRACTORS SHALL REVIEW ALL MANUFACTURER'S RECOMMENDED OPERATIONS PROCEDURE WITH THE
OWNER PRIOR TO PROJECT ACCEPTANCE.
3. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL TAKE
REASONABLE MEASURES TO ENSURE THAT SITE IS PREPPED AND MAINTAINED SO THAT NO EROSION TO STREET,
NEIGHBORS, AND REAR LOT DRAIN OCCURS.
4. COORDINATE ALL WORK AS REQUIRED BY THE CONTRACT DOCUMENTS WITH THE OWNER, INCLUDING
TEMPORARY STORAGE, LOADING, KEYING SYSTEMS, ETC., AND PROVIDE NECESSARY BARRICADES, SIGNS,
BARRIERS, AND PROTECTION.
AREA OF WORK:
1. THE GENERAL ENGINEERING CONTRACTOR SHALL REMOVE ALL EXISTING LANDSCAPE MATERIAL NOT PROTECTED,
CONCRETE PATIOS/WALKWAYS, YARD FENCING AND POST FOOTINGS, GARAGE STRUCTURE AND FOUNDATION,
AND ALL ABANDONED UTILITIES. THE CONTRACTOR SHALL REMOVE EXISTING SITE LIGHTING AND IRRIGATION
SYSTEM WITHIN THE AREA OF WORK, TERMINATE/CAP-OFF DISCONNECTION POINTS, AND TURN OVER ALL
EXISTING SYSTEM COMPONENTS TO THE OWNER FOR FUTURE USE. ALL TOP SOIL SHALL BE REMOVED AND
STORED FOR USE IN FINISH GRADING.
2. HAZARDOUS MATERIALS: IN THE EVENT THAT HAZARDOUS MATERIALS ARE ENCOUNTERED IN THE PREMISES
DURING THE EXECUTION OF THE WORK, NOTIFY THE OWNER IMMEDIATELY AND DO NOT PROCEED UNTIL
DIRECTED. FOLLOW ALL CAL OSHA REQUIREMENTS.
HOURS OF CONSTRUCTION:
1. NORMAL AND CUSTOMARY CONSTRUCTION ACTIVITY SHALL INCLUDE ANY CONSTRUCTION ACTIVITY CONDUCTED
MONDAY THROUGH FRIDAY, 6:00 A.M. TO 8:00 P.M., AND SATURDAYS 8:00 A.M. TO 6:00 P.M., EXCLUDING
FEDERAL HOLIDAYS PER CCR 6.14B.
GASGASGAS
ELECTELECTELECT
SEWERSEWERSEWER
WATERWATERWATER
30'
30'
15' WIDE S.D.E.
ROADWAY
EASEMENT
1020
1010
1010
1000
1000
990
990
990
980
980
970
970
970
960
960
960
950
950
940
940
930
930
920
920
910
910
900
900
890
890
880
880
870
870
860
860
850
850
840
840
830
830
820
820
810
810
800
790
oh
oh
oh
oh
oh
oh
oh
oh
oh
oh
oh
oh
SWALE
DENSE TREES
PRESSURE
TANK
LOT 25
LOT 24
LOT 13
LOT 23
LOT 14
393 M 45-48
393 M 45-48
393 M 45-48
393 M 45-48
393 M 45-48
APN 825-29-029
L=183.60'
R=1000.00
100.00'
N55°31'10"W
1058.26' CL
82.4
4'
S37°05'03"E
992.38'
907.56'
1022.40' CL
N28°33'41"E
937.95' CL
518.84'
242.71'
104.88'
S55°31'10"E
87.3
7'
S45°00'0
0"E
1027.86'
S35°39'37"W
S43°42'24"W
PROPOSED LOT
COVERAGE
CONCRETE
PROPERTY
LINEROAD CENTERLINE
EXISTING LOT
COVERAGE
(E)
SIDEWALK
RAINWATER DETENTION
SITE
(E) GAS LINE
(E)
ELECTRICAL(E) SEWER
LINE
SETBACK LINE
(E) WATER LINE
STREET LIGHT
WMEXISTING WATER METER
SC EXISTING SEWER CLEANOUTS
TELEPHONE POLE
VEHICLE STAGING & STORAGE AREA
PROJECT LOCATION
3180 PASEO VISTA AVE,
SAN MARTIN, CA 95046
1918 SF
(N) STRUCTURE
TABLE 2.20-3
30'-0"
TABL
E 2.
20-3
30'-0
"
TABLE 2.20-3
30'-0"
TABLE
2.2
0-330'-0
"
34'-10 1/4"
137'
-1"
CUT & FILL LINE, APPROX. 63 CUBIC YARDS
(N) CONTOUR LINES
(2) 9'X20' PARKING STALLS
TOP OF BANK
TOE OF BANK
RIPARIAN SETBACK
90 FEET FROM TOE
SOUTH CORRALITOS CREEK
GRAPHIA LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL AS-BUILT CONDITIONS.
THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK.
PROJECT:
SHEET:
SHEET: OF SHEETS
TITLE:
THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.
ARCHITECT'S APPROVAL
IN
TE
C
O
NO. C23563
REN. 7/21E
ST
AT
FACF L I
R
O
N
ES
S
LI
EE
C
A
ND A RC
RFP .
S
EI
AT
IT
H
A
ISSUES:Project Issue Date:
Project Status:
Sheet Issue Date:
Revision Number:
Revision Date:
CLI
EN
T:
Em
ail
:T
el:
GRAPHIA® IS A REGISTERED TRADEMARK OF
SEAN FREITAS. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF SEAN FREITAS, ARCHITECT. ALL
DESIGN INFORMATION CONTAINED IN THESE
DRAWINGS ARE FOR USE ONLY ON THIS
SPECIFIED PROJECT AND SHALL NOT BE USED
OTHERWISE WITHOUT EXPRESSED WRITTEN
PERMISSION OF SEAN FREITAS, ARCHITECT
© 1992-2020. ALL RIGHTS RESERVED.
A R C H I T E C T U R E
& E N G I N E E R I N G
100 GATEWAY DRIVE, SUITE 120
G R A P H I A
LINCOLN, CA 95648
(916) 209-9890
GRAPHIA.com
20200619
WIN
E S
TO
RA
GE
& P
RO
CE
SS
ING
FO
R:
A1.11
SITE PLAN
..
..
08/21/14
31
80
PA
SE
O V
IST
A A
VE
,
SA
N M
AR
TIN
, C
A 9
50
46
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
40
8-6
07
-77
77
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
32
10
PA
SE
O V
IST
A A
VE
NU
E,
RIC
H@
MO
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OU
NT
AIN
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AR
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.CO
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SA
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AR
TIN
, C
A 9
50
46
..
1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY STANDARD SPECS.
2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES
AND FOR THE PROTECTION OF AND REPAIR OF DAMAGE TO THEM. CONTACT UNDERGROUND SERVICE
ALERT 1-800-642-2444, 48 HOURS BEFORE WORK IS TO BEGIN.
3. THE CONTRACTOR SHALL PROVIDE EROSION, SEDIMENT, AND POLLUTION CONTROL BEST MANAGEMENT
PRACTICES (BMPS) WHEN AND WHERE APPLICABLE.
4. DIRECT ALL NEW DOWNSPOUTS ONTO NATURAL GROUND OR LANDSCAPED AREAS WHERE FEASIBLE.
5. NO PERMANENT STRUCTURE (INCLUDING WITHOUT LIMITATION GARAGES, PATIOS, CONCRETE SLABS,
TOOL SHED, ROOF OVERHANGS AND SIMILAR STRUCTURES) SHALL BE CONSTRUCTED ON TOP OF WATER,
SEWER OR DRAINAGE PIPELINES OR ANYWHERE WITHIN THE ASSOCIATED UTILITY EASEMENTS.
6. STORM WATER PROTECTION MEASURES SHALL BE IMPLEMENTED AT THE INITIAL PHASE OF
CONSTRUCTION ACTIVITY. PROJECTS SHALL PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE
THROUGH THE USE OF A BARRIER SYSTEM, WATTLE OR OTHER APPROVED METHOD.
7. SITE SHALL BE GRADED TO PREVENT SURFACE WATER FROM ENTERING BUILDINGS. SITE PLANS SHALL
INDICATE HOW THE SITE GRADING WILL MANAGE SURFACE FLOWS. LOTS SHALL BE GRADED TO DRAIN
SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES
WITHIN THE FIRST 10 FEET (5%).
8. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING SHALL BE SLOPED A MINIMUM OF ¼” PER
FOOT (2%) AWAY FROM THE FOUNDATION.
SITE PLAN NOTES:
LEGEND: SITE PLAN
CODE COMPLIANCE: (TABLE 2.20-3)
MAX. HEIGHT 35'REAR SETBACK 30'SIDE SETBACK 30'
FRONT SETBACK 30'PARAMETER REQUIRED
1" = 50'-0"
SITE PLAN1
DRAINAGE PATH
EXISTING PROPOSED
(N) DRIVEWAY 0 SQ FT 4,590 SQ FT
(N) STRUCTURE 0 SQ FT 1,918 SQ FT
TOTAL: 6,508 SQ FT
LOT SIZE 435,600 SQ FT
TOTAL IMPERVIOUS COVERAGE 6,508 SQ FT 1.49 %
TOTAL PERVIOUS COVERAGE 429,092 SQ FT 98.51 %
CUT FILL CUT (-) / FILL (+) VOL MAX CUT/FILL DEPTH
(N) DRIVEWAY -1,892 FT3 + 89 FT3 -1,803 FT3 -1.79 FT
(N) STRUCTURE -211 FT3 + 2,473 FT3 +2262 FT3 +3.5 FT
NET: +459 FT3
IMPERVIOUS LOT COVERAGE CALCULATION:
GRADING QUANTITIES FOR PROPOSED IMPROVEMENTS:
1
1
C C
B B
52'-0"
4
4
A A
D D
2
2
3
3
40
'-0"
4'-0
"3
2'-0
"4
'-0"
13'-0" 26'-0" 13'-0"
A5.121
A5.11
1
A5.11 2
A5.12
2
MACRO BINS
48"X48"
CRUSHER/ DESTEMMER
95"X40"
TANKS
75"⌀X120" WINE RACK
70X40X67"
WINE RACK
70X40X67"
WINE RACK
70X40X67"
WINE RACK
70X40X67"
TANKS
75"⌀X120"
TANKS
75"⌀X120"
TANKS
75"⌀X120"
PRESS
120"X68"X85"
D100
216" x 168"ARCH
D103
216" x 168"ARCH
D102R102
36" x 96"IS
D101R101
36" x 96"IS
11'-11"
9'-0
"
20
'-2"
A: 1321 SF
STORAGE &PROCESSING
R100
CLG:22'
4'-4" 8'-5 3/4"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
MACRO BINS
48"X48"
SLOPE TO DRAINSLOPE TO DRAIN
SLOPE TO DRAINSLOPE TO DRAIN
52'-0"
13'-0" 26'-0" 13'-0"
40
'-0"
4'-0
"3
2'-0
"4
'-0"
B-B
A6.11
A-A
A6.11
LEGEND: FLOOR PLAN
DOORS: MAKE/MODEL AS SELECTED BY OWNER- CAULK ALL EXTERIOR JOINTS
(TYP). SEE IN VIEW FOR LOCATION & SIZE. REFER TO SCHEDULES FOR TYPES.
STYLE: 2-PANEL OR AS SELECTED BY OWNER
MATERIAL: SEE SCHEDULE SHEETS, U.N.O.
FRAME: SEE SCHEDULE SHEETS, U.N.O.
HARDWARE: SEE SCHEDULE SHEETS, U.N.O.
FIRST NUMBER FOR WINDOW TAG AND ROOM TAG = UNIT NUMBER
WINDOWS: MAKE/MODEL AS SELECTED BY OWNER- CAULK ALL EXTERIOR
JOINTS (TYP). SEE IN VIEW FOR LOCATION & SIZE. REFER TO SCHEDULES FOR
TYPES.
FRAME: AS SELECTED BY OWNER, U.N.O.
MULLION: AS SELECTED BY OWNER, U.N.O.
EGRESS: EGRESS WINDOWS SILL HEIGHTS SHALL NOT BE GREATER THAN 44"
A.F.F.
FIRST NUMBER FOR WINDOW TAG AND ROOM TAG = UNIT NUMBER
ADDITIONAL FLOOR PLAN NOTES:
CASED OPENING: RECTANGULAR OPENING W/ DECORATIVE WOOD TRIM.
TRIM PROFILE AS SELECTED BY OWNER.
1. CONTRACTOR SHALL COORDINATE EQUIPMENT, UTILITIES, AND SIZE WITH CASEWORK FABRICATOR
AND SUB-CONTRACTORS. ALL REQUIRED UTILITIES PER MANUFACTURERS INSTRUCTIONS SHALL BE
ROUTED BY A LICENSED PROFESSIONAL.
2. MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR LISTED APPLIANCES SHALL BE AVAILABLE TO THE
FIELD INSPECTOR AT THE TIME OF INSPECTIONS PER 2019 CRC SEC. R106.1.2.
3. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER CLASS I OR II VAPOR RETARDER IN
A SHOWER OR TUB COMPARTMENT AND SHALL NOT BE USED WHERE THERE WILL BE DIRECT
EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY PER 2019 CRC SEC.
R702.3.8 & R702.3.8.1
4. GLAZING IN AREAS SUBJECT TO HUMAN IMPACT SHALL BE OF SAFETY GLAZING MATERIALS SUCH AS
WIRED GLASS, LAMINATED GLASS, TEMPERED GLASS, OR SAFETY PLASTIC AND TESTED IN ACCORDANCE
WITH CPSC 16 AND CFR 1201. SEC. R308.3, CRC.
5. ALL WASTE VENTING SHALL BE PLACED AT THE REAR OF THE STRUCTURE WHENEVER APPLICABLE OR
POSSIBLE.
NEW INTERIOR WALL CONSTRUCTION: INSULATING CONCRETE FORM (ICF),
FINISH AS SPECIFIED IN ROOM SCHEDULE, U.N.O.
NEW EXTERIOR WALL CONSTRUCTION: INSULATING CONCRETE FORM (ICF)
INTERIOR FINISH AS SPECIFIED IN ROOM SCHEDULE, U.N.O.. SEE EXTERIOR
ELEVATIONS FOR LOCATION AND TYPE OF EXTERIOR FINISH. U.N.O.
CABINETRY: SHAKER WHITE OR AS SELECTED BY OWNER.
COUNTER TOPS: AS SELECTED BY OWNER.
BACKSPLASHES: AS SELECTED BY OWNER.
CONTRACTOR SHALL COORDINATE EQUIPMENT, UTILITIES, AND SIZE
WITH CASEWORK FABRICATOR AND SUB-CONTRACTORS, SEE NOTE "A".
SINK: MAKE/MODEL AS SELECTED BY OWNER.
SGL. BOWL. MAX 8" BOWL DEPTH. PROVIDE LEVER TYPE HARDWARE. WATER
USAGE: < 1.8 GPM @ 60 PSI; TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT
SHALL DEFAULT TO 1.8 GPM.
CA
S1
ADDITIONAL KEYNOTES:
1. FURNITURE IS FOR GRAPHICAL REFERENCE ONLY.
LEGEND: SYMBOLS
ROOM NAME
R101A: AREA
CLG:CLG HTL X W
D#RM #
WIDTH x HEIGHTFAMILY - COMMENTS
W#RM #
--
WIDTH x HEIGHTTYPE - COMMENTS
WINDOW SYMBOL: WINDOW NUMBER, ROOM NUMBER, WINDOW SIZE,
GLAZING, STYLE, AND COMMENTS.
WINDOW NOTES:
1. SEE SCHEDULE SHEETS FOR WINDOW TYPES.
ROOM SYMBOL: ROOM NAME, ROOM NUMBER, NET AREA, CEILING HEIGHT,
AND LENGTH BY WIDTH MEASUREMENTS.
FLOOR FINISH: SELECTED BY OWNER. ANY AREAS WHERE WATER IS PRESENT
FLOORING IS TO BE NON-ABSORBENT TILE OR VINYL FLOORING.
WALL FINISH: AS SELECTED BY OWNER, U.N.O.
CEILING FINISH: AS SELECTED BY OWNER, U.N.O.
DOOR SYMBOL: DOOR NUMBER, ROOM NUMBER, DOOR SIZE, STYLE, AND
COMMENTS.
DOOR NOTES:
1. DOORS NOT DIMENSIONED TO ARE CNTR LOCATED BETWEEN ADJ WALLS.
2. SEE SCHEDULE SHEETS FOR DOOR TYPES.
GRAPHIA LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL AS-BUILT CONDITIONS.
THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK.
PROJECT:
SHEET:
SHEET: OF SHEETS
TITLE:
THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.
ARCHITECT'S APPROVAL
IN
TE
C
O
NO. C23563
REN. 7/21E
ST
AT
FACF L I
R
O
N
ES
S
LI
EE
C
A
ND A R C
RFP .
S
EI
AT
IT
H
A
ISSUES:Project Issue Date:
Project Status:
Sheet Issue Date:
Revision Number:
Revision Date:
CLI
EN
T:
Em
ail
:T
el:
GRAPHIA® IS A REGISTERED TRADEMARK OF
SEAN FREITAS. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF SEAN FREITAS, ARCHITECT. ALL
DESIGN INFORMATION CONTAINED IN THESE
DRAWINGS ARE FOR USE ONLY ON THIS
SPECIFIED PROJECT AND SHALL NOT BE USED
OTHERWISE WITHOUT EXPRESSED WRITTEN
PERMISSION OF SEAN FREITAS, ARCHITECT
© 1992-2020. ALL RIGHTS RESERVED.
A R C H I T E C T U R E
& E N G I N E E R I N G
100 GATEWAY DRIVE, SUITE 120
G R A P H I A
LINCOLN, CA 95648
(916) 209-9890
GRAPHIA.com
20200619
WIN
E S
TO
RA
GE
& P
RO
CE
SS
ING
FO
R:
A2.10
LEVEL-1 FLOOR PLAN
..
..
07/18/19
31
80
PA
SE
O V
IST
A A
VE
,
SA
N M
AR
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, C
A 9
50
46
MO
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OU
NT
AIN
VN
IEY
AR
DS
40
8-6
07
-77
77
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
32
10
PA
SE
O V
IST
A A
VE
NU
E,
RIC
H@
MO
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AIN
VIN
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AR
DS
.CO
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SA
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1/4" = 1'-0"
LEVEL-1 FLOOR PLAN1
1
1
C C
B B
4
4
A A
D D
2
2
3
3
A5.121
A5.11
1
A5.11 2
A5.12
2
52'-0"
40
'-0"
4'-0
"3
2'-0
"4
'-0"
13'-0" 26'-0" 13'-0"
4" / 12"4" / 12" 3" / 12"
52'-0"
13'-0" 26'-0" 13'-0"
40
'-0"
4'-0
"3
2'-0
"4
'-0"
3" / 12"
LEGEND: ROOF PLAN
TRUSS SYSTEM NOTE:
IF IT IS ELECTED THAT ROOF FRAMING IS A PREMANUFACTURED TRUSS SYSTEM, TRUSS MANUFACTURER
AND CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BUILDING TRUSSES AND
INSTALLING.
GRAPHIA LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE
THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL AS-BUILT CONDITIONS AND ACTUAL
DIMENSIONS AS USED BY THE TRUSS MANUFACTURER.
ADDITIONAL ROOF NOTES:1. VENT AND ROOF STACKS SHALL PROJECT THE MINIMUM DISTANCE REQUIRED BY CODE. PAINT VENTS
AND STACKS TO MATCH ROOF MATERIAL COLORS. LOCATED IN AREA LEAST VISIBLE FROM STREET
AND CONCEAL IN DORMER VENTS WHENEVER POSSIBLE.
2. ALL VENTS AND ROOF STACKS TO HAVE RAIN PROTECTION CAPS WHERE POSSIBLE.
ROOFING: CONCRETE TILE ROOFING OVER 2-LAYERS 30 LB FELT AND PLYWOOD
SHEATHING. TYP. COLOR AND STYLE AS SELECTED BY OWNER.
ROOF FASCIA GUTTER: 5" HIGH X 4" DEEP X26 GA METAL FASCIA GUTTER
PAINT 3-COAT.COLOR AND STYLE AS SELECTED BY OWNER.
ATTIC VENTILATION CALCULATION
-USE TWELVE (12) O'HAGIN ROOF VENTS (86.25 SQ. IN. NFVA EACH) LOCATED IN VIEW. 6 HIGH & 6 LOW.
ROOF VENT-1: O'HAGIN VENTILATION; 86.25 SQ. IN. NFVA LOW/MEDIUM
PROFILE MODEL. COLOR AND STYLE AS SELECTED BY OWNER.
GRAPHIA LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL AS-BUILT CONDITIONS.
THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK.
PROJECT:
SHEET:
SHEET: OF SHEETS
TITLE:
THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.
ARCHITECT'S APPROVAL
IN
TE
C
O
NO. C23563
REN. 7/21E
ST
AT
FACF L I
R
O
N
ES
S
LI
EE
C
A
ND A R C
RFP .
S
EI
AT
IT
H
A
ISSUES:Project Issue Date:
Project Status:
Sheet Issue Date:
Revision Number:
Revision Date:
CLI
EN
T:
Em
ail
:T
el:
GRAPHIA® IS A REGISTERED TRADEMARK OF
SEAN FREITAS. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF SEAN FREITAS, ARCHITECT. ALL
DESIGN INFORMATION CONTAINED IN THESE
DRAWINGS ARE FOR USE ONLY ON THIS
SPECIFIED PROJECT AND SHALL NOT BE USED
OTHERWISE WITHOUT EXPRESSED WRITTEN
PERMISSION OF SEAN FREITAS, ARCHITECT
© 1992-2020. ALL RIGHTS RESERVED.
A R C H I T E C T U R E
& E N G I N E E R I N G
100 GATEWAY DRIVE, SUITE 120
G R A P H I A
LINCOLN, CA 95648
(916) 209-9890
GRAPHIA.com
20200619
WIN
E S
TO
RA
GE
& P
RO
CE
SS
ING
FO
R:
A3.11
ROOF PLAN
..
..
08/12/20
31
80
PA
SE
O V
IST
A A
VE
,
SA
N M
AR
TIN
, C
A 9
50
46
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
40
8-6
07
-77
77
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
32
10
PA
SE
O V
IST
A A
VE
NU
E,
RIC
H@
MO
OS
EM
OU
NT
AIN
VIN
EY
AR
DS
.CO
M
SA
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AR
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1/4" = 1'-0"
ROOF PLAN2
SQUARE FEET SQUARE INCHES
TOP VENTS BOT VENTSAREA
REQ.
NFVA
(A/300)
REQ. NFVA IN
SI (NFVA*144)
REQ. NFVA @
TOP & BOT VENT NFVA
2008 6.693333 963.84 481.92 86.25 5.587478 5.587478
LEGEND: ELEVATIONS EXTERIOR
DOORS: MAKE/MODEL - AS SELECTED BY OWNER. CAULK ALL EXTERIOR
JOINTS (TYP). SEE FLOOR PLAN FOR TYPE, LOCATION & SIZE. TYP. U.N.O.
WINDOWS: MAKE/MODEL - AS SELECTED BY OWNER. CAULK ALL EXTERIOR
JOINTS (TYP). SEE FLOOR PLAN FOR TYPE, LOCATION & SIZE. TYP. U.N.O.
ADDITIONAL ELEVATION NOTES:
FRAME: BLACK VINYL TO MATCH EXISTING
2X4 TRIM & SHUTTERS (WHERE OCCURS): N/A
2X4 TRIM (WHERE OCCURS): N/A
SCREED LINE: CEMENT PLASTER SCREED LINE SHALL BE PLACED PARALLEL
WITH AND 6" ABOVE FINISH GRADE LINE (NOT STEPPED).
EXTERIOR CEMENT PLASTER: 7/8" THICK 3-COAT CEMENT PLASTER WITH
ROUGH FINISH OVER TWO LAYERS OF GRADE D PAPER AND PLYWOOD
SHEATHING. PAINT 3-COAT AS SHOWN.
1/4" STUCCO EXPANSION JOINT
ROOFING: CLAY TILE ROOFING OVER 2-LAYERS 30 LB FELT AND PLYWOOD
SHEATHING. TYP. COLOR AND STYLE TO MATCH EXISTING RESIDENCE.
ROOF FASCIA GUTTER: 5" HIGH X 4" DEEP X26 GA METAL FASCIA GUTTER
PAINT 3-COAT.COLOR AND STYLE TO MATCH EXISTING RESIDENCE.
ROOF TILES
BORAL TILE: BROWN BLEND OR EQ
PAINT:
SHERWIN WILLIAMS:
MEXICAN SAND OR EQ
SW-7519
LRV:33
GRAPHIA LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL AS-BUILT CONDITIONS.
THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK.
PROJECT:
SHEET:
SHEET: OF SHEETS
TITLE:
THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.
ARCHITECT'S APPROVAL
IN
TE
C
O
NO. C23563
REN. 7/21E
ST
AT
FACF L I
R
O
N
ES
S
LI
EE
C
A
ND A R C
RFP .
S
EI
AT
IT
H
A
ISSUES:Project Issue Date:
Project Status:
Sheet Issue Date:
Revision Number:
Revision Date:
CLI
EN
T:
Em
ail
:T
el:
GRAPHIA® IS A REGISTERED TRADEMARK OF
SEAN FREITAS. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF SEAN FREITAS, ARCHITECT. ALL
DESIGN INFORMATION CONTAINED IN THESE
DRAWINGS ARE FOR USE ONLY ON THIS
SPECIFIED PROJECT AND SHALL NOT BE USED
OTHERWISE WITHOUT EXPRESSED WRITTEN
PERMISSION OF SEAN FREITAS, ARCHITECT
© 1992-2020. ALL RIGHTS RESERVED.
A R C H I T E C T U R E
& E N G I N E E R I N G
100 GATEWAY DRIVE, SUITE 120
G R A P H I A
LINCOLN, CA 95648
(916) 209-9890
GRAPHIA.com
20200619
WIN
E S
TO
RA
GE
& P
RO
CE
SS
ING
FO
R:
A5.00
PERSPECTIVE VIEWS
..
..
08/12/20
31
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SA
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AR
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, C
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OU
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AIN
VN
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AR
DS
40
8-6
07
-77
77
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
32
10
PA
SE
O V
IST
A A
VE
NU
E,
RIC
H@
MO
OS
EM
OU
NT
AIN
VIN
EY
AR
DS
.CO
M
SA
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AR
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A 9
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VIEW 11
VIEW 22
VIEW 33
VIEW 44
VIEW 2VIE
W 4
VIEW
1VIEW
3
LEGEND: ELEVATIONS EXTERIOR
DOORS: MAKE/MODEL - AS SELECTED BY OWNER. CAULK ALL EXTERIOR
JOINTS (TYP). SEE FLOOR PLAN FOR TYPE, LOCATION & SIZE. TYP. U.N.O.
WINDOWS: MAKE/MODEL - AS SELECTED BY OWNER. CAULK ALL EXTERIOR
JOINTS (TYP). SEE FLOOR PLAN FOR TYPE, LOCATION & SIZE. TYP. U.N.O.
ADDITIONAL ELEVATION NOTES:
FRAME: BLACK VINYL TO MATCH EXISTING
2X4 TRIM & SHUTTERS (WHERE OCCURS): N/A
2X4 TRIM (WHERE OCCURS): N/A
SCREED LINE: CEMENT PLASTER SCREED LINE SHALL BE PLACED PARALLEL
WITH AND 6" ABOVE FINISH GRADE LINE (NOT STEPPED).
EXTERIOR CEMENT PLASTER: 7/8" THICK 3-COAT CEMENT PLASTER WITH
ROUGH FINISH OVER TWO LAYERS OF GRADE D PAPER AND PLYWOOD
SHEATHING. PAINT 3-COAT AS SHOWN.
1/4" STUCCO EXPANSION JOINT
ROOFING: CLAY TILE ROOFING OVER 2-LAYERS 30 LB FELT AND PLYWOOD
SHEATHING. TYP. COLOR AND STYLE TO MATCH EXISTING RESIDENCE.
ROOF FASCIA GUTTER: 5" HIGH X 4" DEEP X26 GA METAL FASCIA GUTTER
PAINT 3-COAT.COLOR AND STYLE TO MATCH EXISTING RESIDENCE.
ROOF TILES
BORAL TILE: BROWN BLEND OR EQ
PAINT:
SHERWIN WILLIAMS:
MEXICAN SAND OR EQ
SW-7519
LRV:33
EXISTING GRADE-0' - 4"
EXISTING GRADE-0' - 4"
LEVEL-1.1 PLATE11' - 6"
LEVEL-1.1 PLATE11' - 6"
1
LEVEL-1 FF0' - 0"
LEVEL-1 FF0' - 0"
42 352'-0"
13'-0" 26'-0" 13'-0"
BUILDING HEIGHT24' - 0"
BUILDING HEIGHT24' - 0"
24
'-4"
LEVEL-1.2 PLATE19' - 0"
LEVEL-1.2 PLATE19' - 0"
24
'-4"
4"
11
'-6"
7'-6
"5
'-0"
EXTERIOR CEMENT PLASTER
EXTERIOR LIGHT SCONCE
SHUTTERS
CLAY TILE ROOFING
4"
11
'-6"
7'-6
"5
'-0"
4" / 12"4" / 12"
3" / 12" 3" / 12"
W113R100
--
72" x 48"FIX - HH:20' - 8"
GUTTER
FASCIA
LEVEL-2 RR15' - 5"
LEVEL-2 RR15' - 5"
EXISTING GRADE-0' - 4"
EXISTING GRADE-0' - 4"
LEVEL-1.1 PLATE11' - 6"
LEVEL-1.1 PLATE11' - 6"
LEVEL-1 FF0' - 0"
LEVEL-1 FF0' - 0"
C B AD40'-0"
4'-0" 32'-0" 4'-0"
BUILDING HEIGHT24' - 0"
BUILDING HEIGHT24' - 0"
LEVEL-1.2 PLATE19' - 0"
LEVEL-1.2 PLATE19' - 0"
24
'-4"
5'-0
"7
'-6"
11
'-6"
4"
24
'-4"
5'-0
"7
'-6"
11
'-6"
4"
EXTERIOR CEMENT PLASTER
EXTERIOR LIGHT SCONCE
CLAY TILE ROOFING
W107R100
--
24" x 24"FIX - HH:17' - 5"
W108R100
--
24" x 24"FIX - HH:17' - 5"
W109R100
--
24" x 24"FIX - HH:17' - 5"
W110R100
--
24" x 24"FIX - HH:17' - 5"
W111R100
--
24" x 24"FIX - HH:17' - 5"
W112R100
--
24" x 24"FIX - HH:17' - 5"
LEVEL-2 RR15' - 5"
LEVEL-2 RR15' - 5"
GRAPHIA LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL AS-BUILT CONDITIONS.
THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK.
PROJECT:
SHEET:
SHEET: OF SHEETS
TITLE:
THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.
ARCHITECT'S APPROVAL
IN
TE
C
O
NO. C23563
REN. 7/21E
ST
AT
FACF L I
R
O
N
ES
S
LI
EE
C
A
ND A R C
RFP .
S
EI
AT
IT
H
A
ISSUES:Project Issue Date:
Project Status:
Sheet Issue Date:
Revision Number:
Revision Date:
CLI
EN
T:
Em
ail
:T
el:
GRAPHIA® IS A REGISTERED TRADEMARK OF
SEAN FREITAS. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF SEAN FREITAS, ARCHITECT. ALL
DESIGN INFORMATION CONTAINED IN THESE
DRAWINGS ARE FOR USE ONLY ON THIS
SPECIFIED PROJECT AND SHALL NOT BE USED
OTHERWISE WITHOUT EXPRESSED WRITTEN
PERMISSION OF SEAN FREITAS, ARCHITECT
© 1992-2020. ALL RIGHTS RESERVED.
A R C H I T E C T U R E
& E N G I N E E R I N G
100 GATEWAY DRIVE, SUITE 120
G R A P H I A
LINCOLN, CA 95648
(916) 209-9890
GRAPHIA.com
20200619
WIN
E S
TO
RA
GE
& P
RO
CE
SS
ING
FO
R:
A5.11
ELEVATIONS
..
..
09/16/14
31
80
PA
SE
O V
IST
A A
VE
,
SA
N M
AR
TIN
, C
A 9
50
46
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
40
8-6
07
-77
77
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
32
10
PA
SE
O V
IST
A A
VE
NU
E,
RIC
H@
MO
OS
EM
OU
NT
AIN
VIN
EY
AR
DS
.CO
M
SA
N M
AR
TIN
, C
A 9
50
46
..
1/4" = 1'-0"
(N) NORTH FACING1
1/4" = 1'-0"
(N) WEST FACING2
LEGEND: ELEVATIONS EXTERIOR
DOORS: MAKE/MODEL - AS SELECTED BY OWNER. CAULK ALL EXTERIOR
JOINTS (TYP). SEE FLOOR PLAN FOR TYPE, LOCATION & SIZE. TYP. U.N.O.
WINDOWS: MAKE/MODEL - AS SELECTED BY OWNER. CAULK ALL EXTERIOR
JOINTS (TYP). SEE FLOOR PLAN FOR TYPE, LOCATION & SIZE. TYP. U.N.O.
ADDITIONAL ELEVATION NOTES:
FRAME: BLACK VINYL TO MATCH EXISTING
2X4 TRIM & SHUTTERS (WHERE OCCURS): N/A
2X4 TRIM (WHERE OCCURS): N/A
SCREED LINE: CEMENT PLASTER SCREED LINE SHALL BE PLACED PARALLEL
WITH AND 6" ABOVE FINISH GRADE LINE (NOT STEPPED).
EXTERIOR CEMENT PLASTER: 7/8" THICK 3-COAT CEMENT PLASTER WITH
ROUGH FINISH OVER TWO LAYERS OF GRADE D PAPER AND PLYWOOD
SHEATHING. PAINT 3-COAT AS SHOWN.
1/4" STUCCO EXPANSION JOINT
ROOFING: CLAY TILE ROOFING OVER 2-LAYERS 30 LB FELT AND PLYWOOD
SHEATHING. TYP. COLOR AND STYLE TO MATCH EXISTING RESIDENCE.
ROOF FASCIA GUTTER: 5" HIGH X 4" DEEP X26 GA METAL FASCIA GUTTER
PAINT 3-COAT.COLOR AND STYLE TO MATCH EXISTING RESIDENCE.
ROOF TILES
BORAL TILE: BROWN BLEND OR EQ
PAINT:
SHERWIN WILLIAMS:
MEXICAN SAND OR EQ
SW-7519
LRV:33
EXISTING GRADE-0' - 4"
EXISTING GRADE-0' - 4"
LEVEL-1.1 PLATE11' - 6"
LEVEL-1.1 PLATE11' - 6"
LEVEL-1 FF0' - 0"
LEVEL-1 FF0' - 0"
CBA D
BUILDING HEIGHT24' - 0"
BUILDING HEIGHT24' - 0"
24
'-4"
40'-0"
4'-0" 32'-0" 4'-0"
24
'-4"
LEVEL-1.2 PLATE19' - 0"
LEVEL-1.2 PLATE19' - 0"
EXTERIOR CEMENT PLASTER
EXTERIOR LIGHT SCONCE
CLAY TILE ROOFING
5'-0
"7
'-6"
11
'-6"
4"
5'-0
"7
'-6"
11
'-6"
4"
W105R100
--
24" x 24"FIX - HH:17' - 5"
W104R100
--
24" x 24"FIX - HH:17' - 5"
W103R100
--
24" x 24"FIX - HH:17' - 5"
W102R100
--
24" x 24"FIX - HH:17' - 5"
W101R100
--
24" x 24"FIX - HH:17' - 5"
W100R100
--
24" x 24"FIX - HH:17' - 5"
LEVEL-2 RR15' - 5"
LEVEL-2 RR15' - 5"
EXISTING GRADE-0' - 4"
EXISTING GRADE-0' - 4"
LEVEL-1.1 PLATE11' - 6"
LEVEL-1.1 PLATE11' - 6"
1
LEVEL-1 FF0' - 0"
LEVEL-1 FF0' - 0"
4 23
BUILDING HEIGHT24' - 0"
BUILDING HEIGHT24' - 0"
24
'-4"
24
'-4"
52'-0"
13'-0"26'-0"13'-0"
LEVEL-1.2 PLATE19' - 0"
LEVEL-1.2 PLATE19' - 0"
EXTERIOR CEMENT PLASTER
EXTERIOR LIGHT SCONCE
SHUTTERS
CLAY TILE ROOFING
5'-0
"7
'-6"
11
'-6"
4"
5'-0
"7
'-6"
11
'-6"
4"
4" / 12"4" / 12"
3" / 12"3" / 12"
W106R100
--
72" x 48"FIX - HH:20' - 8"
GUTTER
FASCIA
FOAM CORNICE TO MATCH NEIGHBORING RESIDENCE
LEVEL-2 RR15' - 5"
LEVEL-2 RR15' - 5"
GRAPHIA LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL AS-BUILT CONDITIONS.
THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK.
PROJECT:
SHEET:
SHEET: OF SHEETS
TITLE:
THIS PROJECT IS NOT APPROVED FOR CONSTRUCTION
UNLESS THE DRAWINGS ARE STAMPED AND WET SIGNED BY
THE ARCHITECT AND THE BUILDING AUTHORITY HAVING
JURISDICTION OVER THE PROJECT.
ARCHITECT'S APPROVAL
IN
TE
C
O
NO. C23563
REN. 7/21E
ST
AT
FACF L I
R
O
N
ES
S
LI
EE
C
A
ND A R C
RFP .
S
EI
AT
IT
H
A
ISSUES:Project Issue Date:
Project Status:
Sheet Issue Date:
Revision Number:
Revision Date:
CLI
EN
T:
Em
ail
:T
el:
GRAPHIA® IS A REGISTERED TRADEMARK OF
SEAN FREITAS. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF SEAN FREITAS, ARCHITECT. ALL
DESIGN INFORMATION CONTAINED IN THESE
DRAWINGS ARE FOR USE ONLY ON THIS
SPECIFIED PROJECT AND SHALL NOT BE USED
OTHERWISE WITHOUT EXPRESSED WRITTEN
PERMISSION OF SEAN FREITAS, ARCHITECT
© 1992-2020. ALL RIGHTS RESERVED.
A R C H I T E C T U R E
& E N G I N E E R I N G
100 GATEWAY DRIVE, SUITE 120
G R A P H I A
LINCOLN, CA 95648
(916) 209-9890
GRAPHIA.com
20200619
WIN
E S
TO
RA
GE
& P
RO
CE
SS
ING
FO
R:
A5.12
ELEVATIONS
..
..
07/19/19
31
80
PA
SE
O V
IST
A A
VE
,
SA
N M
AR
TIN
, C
A 9
50
46
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
40
8-6
07
-77
77
MO
OS
E M
OU
NT
AIN
VN
IEY
AR
DS
32
10
PA
SE
O V
IST
A A
VE
NU
E,
RIC
H@
MO
OS
EM
OU
NT
AIN
VIN
EY
AR
DS
.CO
M
SA
N M
AR
TIN
, C
A 9
50
46
..
1/4" = 1'-0"
(N) EAST FACING1
1/4" = 1'-0"
(N) SOUTH FACING2