sheet abbreviations processing for: moose mountain …

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

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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

[email protected]

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

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40

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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


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


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.


PROJECT:

SHEET:

SHEET: OF SHEETS

TITLE:






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G R A P H I A

LINCOLN, CA 95648

(916) 209-9890

[email protected]

GRAPHIA.com

20200619

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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



PROJECT:

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G R A P H I A

LINCOLN, CA 95648

(916) 209-9890

[email protected]

GRAPHIA.com

20200619

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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.



PROJECT:

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G R A P H I A

LINCOLN, CA 95648

(916) 209-9890

[email protected]

GRAPHIA.com

20200619

WIN

E S

TO

RA

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& P

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CE

SS

ING

FO

R:

A2.10

LEVEL-1 FLOOR PLAN

..

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07/18/19

31

80

PA

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40

8-6

07

-77

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NT

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32

10

PA

SE

O V

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NU

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RIC

H@

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VIN

EY

AR

DS

.CO

M

SA

N M

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TIN

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A 9

50

46

..

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.



PROJECT:

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IN

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G R A P H I A

LINCOLN, CA 95648

(916) 209-9890

[email protected]

GRAPHIA.com

20200619

WIN

E S

TO

RA

GE

& P

RO

CE

SS

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FO

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A3.11

ROOF PLAN

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08/12/20

31

80

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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


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.


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



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G R A P H I A

LINCOLN, CA 95648

(916) 209-9890

[email protected]

GRAPHIA.com

20200619

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PERSPECTIVE VIEWS

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VIEW 11

VIEW 22

VIEW 33

VIEW 44

VIEW 2VIE

W 4

VIEW

1VIEW

3




















ROOF TILES


PAINT:

SHERWIN WILLIAMS:

MEXICAN SAND OR EQ

SW-7519

LRV:33

EXISTING GRADE-0' - 4"


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"


24

'-4"



24

'-4"

4"

11

'-6"

7'-6

"5

'-0"


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"





LEVEL-1 FF0' - 0"

LEVEL-1 FF0' - 0"

C B AD40'-0"

4'-0" 32'-0" 4'-0"





24

'-4"

5'-0

"7

'-6"

11

'-6"

4"

24

'-4"

5'-0

"7

'-6"

11

'-6"

4"



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"



PROJECT:

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G R A P H I A

LINCOLN, CA 95648

(916) 209-9890

[email protected]

GRAPHIA.com

20200619

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1/4" = 1'-0"

(N) NORTH FACING1

1/4" = 1'-0"

(N) WEST FACING2




















ROOF TILES


PAINT:

SHERWIN WILLIAMS:

MEXICAN SAND OR EQ

SW-7519

LRV:33





LEVEL-1 FF0' - 0"

LEVEL-1 FF0' - 0"

CBA D



24

'-4"

40'-0"

4'-0" 32'-0" 4'-0"

24

'-4"





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"





1

LEVEL-1 FF0' - 0"

LEVEL-1 FF0' - 0"

4 23



24

'-4"

24

'-4"

52'-0"

13'-0"26'-0"13'-0"





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"



PROJECT:

SHEET:

SHEET: OF SHEETS

TITLE:






IN

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NO. C23563

REN. 7/21E

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Sheet Issue Date:

Revision Number:

Revision Date:

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G R A P H I A

LINCOLN, CA 95648

(916) 209-9890

[email protected]

GRAPHIA.com

20200619

WIN

E S

TO

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& P

RO

CE

SS

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FO

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A5.12

ELEVATIONS

..

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07/19/19

31

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1/4" = 1'-0"

(N) EAST FACING1

1/4" = 1'-0"

(N) SOUTH FACING2

sheet abbreviations processing for: moose mountain …

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