Download pdf - BARTER RESIDENCE - Granicus

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REVISIONS ISSUED

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DateIssue

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COVER SHEET

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GENERAL NOTES

OWNER

BARTER FAMILY 3644 BOYER CIRCLELAFAYETTE, CA 94549-

ARCHITECT

HUGHES ARCHITECTURE + DESIGN485 TECHNOLOGY WAYNAPA, CA 94558707 - 812 - 5431

ABBREVIATIONS

27. Contractor shall leave premises and all affected areas cleanand orderly, ready for occupancy. This includes cleaning of allglass (inside and outside) and frames, both new and existing.

28. Install smoke detectors in accordance with the specificationsand in conformance with local Fire Marshal requirements.

29. All exterior doors and windows are to be weather strippedunless otherwise noted in door details.

30. Glass subject to human impact shall be of safety glazingmaterial to meet State and Federal requirements.

31. Any survey monuments within the area of construction shall bepreserved or reset by a registered civil engineer or a licensedland surveyor.

32. Provide shop drawings for all millwork, metal work and customitems.

33. Contractor is responsible for reviewing and complying withrequirements of Soil Report as prepared by GeotechnicalEngineer.

20. All required exits shall be operable from inside, without the useof key or special knowledge.

21. All changes in floor materials occur at centerline of door orframed opening unless otherwise indicated on the drawings.

22. Install all fixtures, equipment and materials per manufacturer'srecommendations.

23. Verify clearances for flues, vents, chases, soffits, fixtures, etc.before any construction, ordering of, or installation of anyitems of work.

24. Sealant, caulking and flashing, etc. locations shown ondrawings are not intended to be inclusive. Followmanufacturer's installation recommendations and standardindustry and building practices.

25. All roof deck penetrations and exterior wall openings shall beguaranteed by the contractor to be water tight for a minimumperiod of one year after substantial completion of all workunder this contract.

26. The General Contractor shall remove all rubbish and wastematerials of all subcontractors and trades on a regular basis,and shall exercise a strict control over job cleaning to preventany direct debris or dust from affecting, in any way, finishedareas in or outside job site.

13. Contractor shall provide all seismic bracing and hold-downclips as required by Code for all suspended ceiling and soffitframing conditions.Contractor shall provide all seismic bracing and hold-downclips as required by Code for all suspended ceiling and soffitframing conditions.

14. Coordinate all work with existing conditions, including but notlimited to: irrigation pipes, electrical conduit, water lines, gaslines, drainage lines, etc.

15. Provide adequate temporary support as necessary to assurethe structural value or integrity of the building.

16. Protect all existing building and site conditions to remainincluding walls, cabinets, finishes, trees and shrubs, paving,etc.

17. Details shown are typical. Similar details apply in similarconditions.

18. Verify all architectural details with structural, and design/builddrawings before ordering or installation of any work.

19. Where locations of windows and doors are not dimensioned,they shall be centered in the wall or placed two stud widthsfrom adjacent wall as indicated on the drawings.

6. The General Contractor shall verify and assume responsibilityfor all dimensions and site conditions. The General Contractorshall inspect the existing premises and take note of existingconditions prior to submitting prices. No claim shall beallowed for difficulties encountered which could havereasonably been inferred from such examination.

7. Written dimensions take precedence. Do not scale drawings.

8. All dimensions to and from new construction when shown inplan are to face of concrete, face of masonry, centerline,unless otherwise noted.

9. All dimensions on reflected ceiling or electrical plans are fromface of finish or center line of column to center line of fixture orgroup of fixtures.

10. All vertical dimensions are to face of finish, finish floor, unlessotherwise noted.

11. All dimensions noted "Verify" and "V.I.F." are to be checked bycontractor prior to construction. Immediately report anyvariances to the architect for resolution.

12. Interior walls are 2x4 or 2x6 wood studs @ 16" o.c. unlessotherwise noted and all exterior wall are 2x6 wood studs @ 16"o.c. unless otherwise noted.

1. The work included under this contract consist of all labormaterials, transportation, tools and equipment necessary forthe construction of the project leaving all work ready for use.

2. All construction to conform to; 2016 California Building Code,2016 California Residential Code, 2016 California MechanicalCode, 2016 California Plumbing Code, 2016 California ElectricCode, 2016 California Green Building Standards Code, 2016California Energy Code, and 2016 California Fire Code; FireSafety Standards and any other local governing codes andordinances. In the event of conflict, the most stringentrequirements shall apply. In the event of conflict, the moststringent requirements shall apply.

3. The plans indicate the general extent of new constructionnecessary for the work, but are not intended to be all-inclusive.All demolition and all new work necessary to allow for afinished job in accordance with the intention of the drawing isincluded regardless of whether shown on the drawings ormentioned in the notes. All work is new, U.O.N.

4. Any errors, omissions or conflicts found in the various parts ofthe construction documents shall be brought to the attentionof the Architect and the Owner for clarification beforeproceeding with the work.

5. The General Contractor shall maintain a current and completeset of the construction documents on the job site during allphases of construction for use of all the trades and shallprovide all the subcontractors with current constructiondocuments as required.

BARTER RESIDENCE

PROJECT ADDRESS

3644 BOYER CIRCLELAFAYETTE, CA 94549APN 241-162-017

ZONING DISTRICT

R-10

FEMA FLOOD ZONE

N/A

CONSTRUCTION TYPE

Type VB

THK. Thick

TYP. Typical

U.B.C. Uniform Building Code

U.O.N. Unless Otherwise Noted

UNEXC. Unexcavated

UNF. Unfinished

V.C.T. Vinyl Compostition Tile

V.G.D.F. Vertical Grain Douglas Fir

V.I.F. Verify in Field

VAR. Varies

VEN. Veneer

VERT. Vertical

VEST. Vestibule

VOL. Volume

W. West

W.C. Wall Covering

W.H. Water Heater

W.P. Work Point or Waterproofing

W.P.M. Waterproof Membrane

W.S.P. Wet Standpipe

W.W. Welded Wire

w/ with

WD. Wood

WR. Water Resistant

WSCT. Wainscot

WT. Weight

SHT. Sheet

SHTG. Sheathing

SIM. Similar

SL. Sliding

SPEC. Specifications or Special

SQ. Square

STD. Standard

STL. Steel

STOR. Storage

STRL. Structural

SYM. Symmetrical

SYS. System

T. Tread

T.&G. Tongue & Groove

T.B. Towel Bar

T.B.D. To Be Determined

T.C. Top of Curb

T.M.E. To Match Existing

T.O. Top of

T.O.C. Top of Concrete

T.O.P. Top of Plate

T.O.PLY Top of Plywood

T.O.W. Top of Wall

TEL. Telephone

TEMP. Tempered

TER. Terrazzo

REQ. Required

RESIL. Resilient

RET. Retaining

REV. Revision

RM. Room

RWD. Redwood

RWL. Rain Water Leader

S. South

S.C. Solid Core

S.C.D. See Civil Drawings

S.D. Storm Drain

S.E.D. See Electrical Drawings

S.H. Sprinkler Head

S.K.D. See Kitchen Drawings

S.L.D. See Landscape Drawings

S.M.D. See Mechanical Drawings

S.P.D. See Plumbing Drawings

S.S. Stainless Steel

S.S.D. See Structural Drawings

S.S.K. Service Sink

S.V. Sheet Vinyl

S.W. Shear Wall

SCHED. Schedule

SECT. Section

SEP. Separation

SHR. Shower

OPP. Opposite

P.LAM. Plastic Laminate

P.S.I. Per Square Inch

P.T. Pressure Treated or Post Tensioned

P.T.D. Paper Towel Dispenser

P.T.R. Paper Towel Reseptical

PERIM. Perimeter

PL. Plate

PLAS. Plaster

PLYWD. Plywood

PNL. Panel

PNT. Part

PT. Paint

PTN. Partition

Q.T. Quarry Tile

R. Riser

R.A. Return Air

R.O. Rough Opening

RAD. Radius

REC. Recessed

REF. Referenced

REFL. Reflected

REFR. Refridgerator

REG. Register

REINF. Reinforced

REMOV. Removable

LT. Light

M.B. Machine Bolt

M.C. Medicine Cabinet

M.D.O. Medium Density Overlay

MACH. Machine

MAINT. Maintain

MAT. Material

MAX. Maximum

MECH. Mechanical

MEMB. Membrane

MFR. Manufacturer

MIN. Minimum

MISC. Miscellaneous

MTD. Mounted

MTL. Metal

MUL. Mullion

N. North

N.I.C. Not in Contract

N.T.S. Not to Scale

NO. Number

NOM. Nominal

O.A. Overall

O.C. On Center

O.D. Outside Diameter

o/ Over

OPNG. Opening

H.C. Hollow Core or Handicapped

H.M. Hollow Metal

H.R. Hand Rail

HD. Head

HDBD. Hardboard

HDR. Header

HDW. Hardware

HDWD. Hardwood

HGR. Hanger

HGT. Height

HORIZ. Horizontal

HR. Hour

I.D. Inside Diameter

IN. Inch

INSUL. Insulation

INT. Interior

INTER. Intermediate

JAN. Janitor

JST. Joist

JT. Joint

KIT. Kitchen

LAM. Laminate

LAV. Lavatory

LB. Pound

LIN. Linear

LN. Line

F.O.Ply Face of Plywood

F.O.S. Face of Stud

F.P.R.F. Fireproof

FIN. Finish

FIXT. Fixture

FLASH. Flashing

FLR. Floor

FLUOR. Fluorescent

FR. Frame

FT. Feet

FTG. Footing

FURR. Furring

FUT. Future

G. Gas Outlet

G.D. Garbadge Disposal

G.F.C.I. Ground Fault Circuit Interrupter

G.S.M. Galvanised Sheet Metal

G.W. Glass Washer

GA. Gauge

GALV. Galvanized

GEN. General

GL. Glass

GND. Ground

GR. Grade

GYP. Gypsum

H.B. Hose Bibb

DIA. Diameter

DIM. Angle

DISP. Dispenser

DN. Down

DR. Door

DWG. Drawing

DWR. Drawer

E.I.F.S. Exterior Insulation and Finish System

E.P.B. Electrical Panel Board

EA. Each

EL. Elevation

ELEC. Electrical

EMER. Emergency

ENCL. Enclosure

EQ. Equal

EQUIP. Equipment

EXIST. Existing

EXP. Expansion

EXT. Exterior

F.A. Fire Alarm

F.A.U. Forced Air Unit

F.B. Flat Bar

F.D. Floor Drain

F.E.C. Fire Extinguisher Cabinet

F.O.C. Face of Concrete

F.O.F. Face of Finish

BOT Bottom

BTWN. Between

C.B. Catch Basin

C.J. Control Joint

C.M.U. Concrete Masonry Unit

C.O. Clean Out

CEM. Cement

CER. Ceramic

CLG. Ceiling

CLKG. Caulking

CLR. Clear

CNTR. Counter

COL. Column

CONC. Concrete

COND. Condition

CONN. Connection

CONST. Construction

CONT. Continuous

CONTR. Counter

CTR. Center

D Data/Phone

D.F. Drinking Fountain

D.S. Down Spout

D.W. Dish Washer

DBL. Double

DET. Detail

# Pound or Number

& And

(E) Existing

(N) New

@ At

A.C. Air Conditioning

A.D. Area Drain

A.F.F. At Finish Floor

A.S.R.B. Architectural Site Review Board

ACOUS. Acoustical

ADJ. Adjustable

ADJAC. Adjacent

AGGR. Aggregate

ALT. Alternate

ALUM. Aluminum

APPROX. Approximate

ARCH. Architectural

ASPH. Asphalt

B.O. Bottom of

B.P. Building Paper

BD. Board

BITUM. Bituminous

BLDG. Building

BLK. Block

BLKG. Blocking

BM. Beam

PROJECT INFORMATION

OCCUPANCY

R-3: Main House

BUILDING HEIGHT

22'-4 1/4"

SCOPE OF WORK

The project consists of a two-story Type VB addition to an existing single-family residence, with the lower level intended as an accessory dwelling unit.

NUMBER OF STORIES

Two stories with crawlspace

AREA

Conditioned: 1,790 sfUnconditioned: 390 sf

DEFERRED SUBMITTALS

N/A

ADDITIONAL NOTES

CONTRACTOR

STRUCTURAL ENGINEER

BJUR STRUCTURAL ENGINEERING Ltd.2615 HEATHER FEILD LN.RENO, NV 89521775 - 852 - 7339

CONTACT INFORMATION

SHEET INDEX

T.B.D.

A0.00 - COVER SHEETA1.00 - LANDSCAPE PLANA1.01 - SITE CONTEXT MAPA1.02 - SITE PLANA2.01 - UPPER FLOOR PLANA2.02 - LOWER FLOOR PLANA2.03 - ROOF PLANA3.00 - ELEVATIONS - COLORED w/ MATERIALS

PLANNING SUBMITTAL 12-10-19

REVISION 1 01-28-2020

PROPOSEDADDITION

EXISTINGRESIDENCE


REVISION 1 01-28-2020

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REVISIONS ISSUED

SETS ISSUED

DateIssue

12

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CONTEXT MAP

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SCALE : 3/32" = 1'-0"A1.01

1 CONTEXT MAPNOT TO SCALE


REVISION 1 01-28-2020

EXISTINGRESIDENCE

EXISTINGCARPORTTO REMAIN

PROPOSEDADDITION

MATCH (E)ROOFLINE ANDEAVE HEIGHTS

1,210 S.F.

885 S.F.

A1.02

EARLIER SURVEY OFEXISTING PROPERTYUSED


27' -

4"

21' - 8"

41' - 5"

44' -

8 3

/4"

15' - 1 3/4"

17' - 8"

REVISION 1 01-28-2020

A2.01


REVISION 1 01-28-2020

A2.02

DEN

BEDROOM 2

BATHROOM

CL

PATIO


REVISION 1 01-28-2020

5"

/ 12

"

5" / 12"5" / 12"

5" / 12"5" / 12"

5" / 12" 5" / 12"

5"

/ 12

"

RIDGE

RID

GE

RID

GE

RID

GE

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY VALLEY

GUTTER

GUTTER

GUTTER

GUTTERGUTTER

GUTTER GUTTER

EXISTING - INTERIOR REMODEL ONLY

AREA OF NEW CONSTRUCTION

EXISTING - INTERIOR REMODEL ONLY

AREA OF NEW CONSTRUCTION

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REVISIONS ISSUED

SETS ISSUED

DateIssue

11

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ROOF PLAN

201609

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4' 8' 16'0SCALE : 1/4" = 1'-0"A2.01

1 ROOF PLAN

A2.03


REVISION 1 01-28-2020

SHERWIN WILLIAMSSNOWBOUND - SW7004

MATERIALS BOARD

SHERWIN WILLIAMSPROPER GRAY - SW6003

SHERWIN WILLIAMSIRON ORE- SW7069

OWEN CORNINGESTATE GRAY

EXISTING BRICK SIDING

REDWOOD DECKING


REVISION 1 01-28-2020