MERWIN RESIDENCE DW 306 NORTHRIDGE ROAD

DIG ALERT

AGENCY CONTACTCITY OF SANTA BARBARA:

COMMUNITY DEVELOPMENT630 GARDEN STREETSANTA BARBARA, CA 93101BUILDING DEPT: 564-5485PLANNING DEPT: 564-5470

ELECTRICALAGENCY:

SOUTHERN CALIFORNIA EDISON333 DAVID LOVE PLACESANTA BARBARA, CA 93117(805) 683-5252

GAS AGENCY: SOUTHERN CALIFORNIA GASP.O. BOX 6466SANTA BARBARA, CA 93160-6466(805) 681-8060

SEWER AGENCY: CITY OF SANTA BARBARA PUBLIC WORKS DEPT.630 GARDEN STREETSANTA BARBARA, CA 93101(805) 564-5377

CONTACT PRIOR TO CONSTRUCTION WITHIN RIGHT-OF-WAY AND OR LOCATION OF UTILITIES ON-SITE: 1-800-227-2600

WATER AGENCY: CITY OF SANTA BARBARA PUBLIC WORKS DEPT.630 GARDEN STREETSANTA BARBARA, CA 93101(805) 564-5377

BEST MANAGEMENT PRACTICES

055-132-011

JOHN & KAREN MERWIN220 TODO EL MUNDO WOODSIDE, CA 94062

RS-1A

R-3

YES

AE, X

32% (CONSTRUCTION LIMITED TO AREA OFEXISTING BUILDING FOOTPRINT)

+/- 58,262 SF59,170 SF (1.3 ACRES)

1768 SF1849 SF

SINGLE-FAMILY RESIDENCE

V-B

G 000 TITLE SHEET/ PROJECT STATISTICS

V-1 SURVEY

A 000 EXISTING SITE PLANA 100 PROPOSED SITE PLANA 101 EXISTING FLOOR PLANA 102 PROPOSED FLOOR PLANA 103 EXISTING ROOF PLANA 104 PROPOSED ROOF PLANA 201 PROPOSED ELEVATIONS/ SECTIONA 601 DOOR & WINDOW SCHEDULEA 801 DETAILS

ABBREVIATIONS&L@CL f(E)(N)#

A.B.ACOUS.A.D.ADJ.AGGR.ALUM. APPROX.ARCH.ASPH.

BD.BLDG.BLKG.BM.B.O.

CAB.C.B..CEM.CER.C.I.C.J.CLGCALKG.CLO.CLR.C.O.COL.CONC.CONN.CONSTR.CONT.CORR.C.M.U.

CTSK.CNTR.CTR.

d.DBL.DEPT.DET’LDIA.DIM.D.J.

DN.DR.DWR.DS.DWG.

E.EA.E.J. EL.ELEC.ELEV.ENCL.EQ.EQPT.EXP.EXT.

And AngleAtCenter-lineDiameterExistingNewPound or Number

Anchor BoltAcousticalArea DrainAdjustableAggregateAluminumApproximateArchitecturalAsphalt

BoardBuildingBlockingBeamBottom of

CabinetCatch BasinCementCeramicCast IronControl JointCeilingCalkingClosetClearCleanoutColumnConcreteConnectionConstructionContinuousCorrugatedConcrete Masonry UnitCountersunkCounterCenter

PennyDoubleDepartmentDetailDiameteDimensionDoweledjointDownDoorDrawerDownspoutDrawing

EastEachExpansion JointElevationElectricalElevatorEnclosureEqualEquipmentExpansionExterior

FDN.FIN.FL.FLASH.FLOUR.F.O.C.

F.O.F.F.O.M.F.O.S.F.S.FT.FTG.FURR.

FA.GALV.G.F.I.

GL.G.L.B.

GND.GR.GYP.

H.B. H.D. HDR.HDWE.HORIZ.HR.HT.

I.D. INSUL.INT.

JT.KIT.

LAM.LAV.LIN.LT.L.V.L.

MAX.M.B. M.C.

MECH.MTL.MFR.MIN.MIR.MISC.M.O.

N.N.I.C.

NO./#NOM.N.T.S.

O.A.O.C. O.D.OFF.OPNG.OPP.

FoundationFinishFloorFlashingFluorescentFace of ConcreteFace of FinishFace of MasonryFace of StudFull sizeFoot or FeetFootingFurring

GaugeGalvanizedGround FaultInterrupterGlassGlued LaminatedBeam

GroundGradeGypsum

Hose BidHold DownHeaderHardwareHorizontalHourHeight

Inside DiameterInsulationInterior

JointKitchen

LaminateLavatoryLinenLightLaminatedVeneer

MaximumMachine BoltMedicineCabinetMechanicalMetalManufacturerMinimumMirrorMiscellaneousMasonryOpening

NorthNot in ContractNumberNominalNot to Scale

OverallOn CenterOutside DiameterOfficeOpeningOpposite

PL.P.LAM.PLAS.PLYWD.PR.PRCST.P.T.

Q.T.

R.RAD.R.D. REF.REFR.RGTR.REINF.REQ’D.RESIL.RM.R.O. RWD.R.W.L.

S.SCHED.SECT.S.F. SH.S & P SHWR.SHT.SIM.SPEC.SQ.STD.STL.STOR.STRUCT.SUSP.S.W.SYM.

TRD.T.B. T.C. TEL.T & GTHK.T.O.T.P.

T.P.D.

T.V.T.S. TYP.

UBC UNF.U.N.O.

VERT.

W.W/W.C.WD.W/OWP.W.R.

WSCT.WT.

PlatePlasticLaminatePlasterPlywoodPairPre-castPressure-treated

Quarry Tile

RiserRadiusRoof DrainReferenceRefrigeratorRegisterReinforcedRequiredResilientRoomRough OpeningRedwoodRain Water Leader

SouthScheduleSectionSquare FeetShelfShelf and Pole ShowerSheetSimilarSpecificationSquareStandardSteelStorageStructuralSuspendedShearwallSymmetrical

TreadTowel BarTop of CurbTelephoneTounge and GrooveThickTop ofTop of PavementToilet PaperDispenserTelevisionTube SteelTypical

UniformBuilding CodeUnfinishedUnless NotedOtherwise

Vertical

WestWithWater ClosetWoodWithoutWaterproofWaterResistantWainscotWeight

SHEET INDEX

All work shall be performed in a professional workmanlike manner by a licensed contractor and shall comply with the following:

1. These General notes unless otherwise noted on plans or specifications.2. This project shall comply with:

2016 California Building Code 2016 California Residential Code 2016 CMC 2016 CPC

2016 CEC 2016 California Energy Code2016 Californai Fire Code2016 California Green Building Standards(Cal Green)Santa Barbara Municipal Code #57802010 ADA Standards

3. All applicable Local, State and Federal Codes, Ordinances, Laws,Regulations and Protective Covenants governing the site of work.

4. Standard Specifications of ASTM.

5. In case of conflicts, the more stringent requirements shall govern.

6. "Or Equal": the Contractor shall submit for the Designer's andBuilder's approval all materials or equipment which is considered "or equal" to that specified.

On Site Verification of all dimensions and conditions shall be the responsibility of the Contractor and Sub-contractors. Noted dimensions tccake precedence over scale. Each Contractor and Sub-contracor shall report to designer and Project Superintendent all Conditions which prevent the proper execution of their work. Client's Architect and Project Superintendent to be notified immediately by Contractor and Sub-Contractor should any discrepancy, error, omission, addition, or other question arise pertaining to the working drawings and/or specifications. The Contractor shall be held responsible for the results of any errors, discrepancies, or ommisions which the Contractor failed to notify the Architect of before construction and/or fabrication of the work. Sub- contractor shall: Insure that all work is done in a professional workmanlike manner by skilled mechanics and shall replace any materials or items damaged by Sub-contractor performance. Sub- contractors and suppliers are hereby notified that they are to confer and cooperate fully with each other during the course of construction to determine the exact extent and overlap of each other's work and to successfully complete the execution of the work. All Sub-contractor workmanship will be of quality to pass inspections by local authorities, lending institutions, Architect or Builder. Any one or all of the above mentioned inspectors may inspect workmanship at any time, and any corrections needed to enhance the quality of building will be done immediately. The Contractor shall, at all times, provide protection against weather, rain, wind, storms, frost, heat or breakage so as to maintain all work, materials, apparatus, and fixtures free from injury or damage.The contractor shall at all times keep the premises free from all accumulations of waste material or rubbish caused by his employees, and at the completion of the work shall remove all rubbish, debris, equipment and surplus materials belonging to him from in and about the building and leave work site "Broom Clean". At the end of the day's work, all work likely to be damaged shall be covered. Any work damaged due to failure of protection as defined above shall be removed and replaced with new work at the Contractor's expense. Each Sub-contractor, unless specifically exempted by the terms of his sub-contract agreement, shall be responsible for cleaning up and removing from the job site all trash and debris not left by other Sub-contractors. Builder will determine how soon after Sub-contractor completes each phase of his work that trash and debris will be removed from the site.Workmanship: Compliance with drawings and/or specifications with regard to materials and methods of assembly will not, in itself, assure acceptance of the work. Of equal importance is good workmanship, the lack of which will be sufficient cause to refuse acceptance of the work.

PROFESSIONALSDESIGNER: DAVID WATKINS DESIGN, LLC

P.O. BOX 91532SANTA BARBARA, CA 93190P: (805) 403-0743E: [email protected]

GENERAL REQUIREMENTS

SURVEYOR:

PROJECT STATISTICS

PROPERTY OWNERS:

A.P.N.:

LAND USE ZONE:

OCCUPANCY GROUP:

HIGH FIRE ZONE:

SLOPE:

FLOOD ZONE:

SQUARE FOOTAGE BREAKDOWN:

TOTAL LOT AREA:

(E) ONE-STORY RESIDENCE (MAIN FLOOR)NET:GROSS:

MERWIN RESIDENCE306 NORTHRIDGE ROAD

SANTA BARBARA, CA

MINOR ADDITION & INTERIOR REMODEL

USE:

11 SHEETS TOTAL

CONSTRUCTION TYPE:

SEWER BACKFLOW DEVICE

SPECIAL INSPECTIONS

FIRE SPRINKLER SYSTEMNO EXISTING FIRE SPRINKLER SYSTEM.

NO FIRE SPRINKLER SYSTEM REQUIRED AS TOTAL AREA OF REMODEL & ADDITIONIS LESS THAN 75% OF TOTAL SF OF RESIDENCE.

AREA OF REMODEL + ADDITION/ TOTAL SF (RESIDENCE + GARAGE): =1198SF /2412SF = 49%

SEWER LATERAL NOTENO EXAMINATION OR REPLACEMENT OF EXISTING SEWER LATERAL NECESSARY, SINCE PERMIT IS FOR FIRE DAMAGE REPAIR ONLY.

2412 SF2541 SF

TOTAL MAIN RESIDENCE SF (HABIT. & NON-HABIT.):NET:GROSS:

306 NORTHRIDGE ROADSANTA BARBARA, CA 93105

VICINITY MAPNOT TO SCALE

PROJECT PARCEL:306 NORTHRIDGE LANESANTA BARBARA, CA 93105

DEFERRED SUBMITTALSNO DEFERRED SUBMITTALS PROPOSED UNDER THIS PROJECT.

NOTE: DRAINAGE OF ALL FIXTURES LOCATED BELOW THE NEXT UPSTREAM MANHOLE OR BELOW THE MAIN SEWER LEVEL SHALL BE RESEARCHED BY PLUMBING CONTRACTOR TO ASCERTAIN THE NECESSITY FOR SEWER BACKFLOW INSTALLATION.

PROJECT ADDRESS:

JEFF PROBER645 FLORA VISTA DRIVE SANTA BARBARA, CA 93109P: (805) 452-9690 E: [email protected]

GENERAL CONTRACTOR: DIMENSIONAL CONSTRUCTIONP.O. BOX 620491WOODSIDE, CA 94062P: (650) 261-1917E: [email protected]

473 SF506 SF

EXISTING TWO-CAR GARAGE:NET:GROSS:

1012 SF NETAREA OF INT. REMODEL:

134 SF144 SF

AS-BUILT ADDITION:NET:GROSS:

37 SF42 SF NOTE: ADDITION BUILT O/ (E) CONC. PATIO

PROPOSED BEDROOM ADDITION:NET:GROSS:

STRUCTURAL ENGINEER: DYNAMIC DESIGNS158 GUILFORD SCHOOLHOUSE RD.NEW PALTZ, NY 12561C/O PAUL DURANDE: PAULDURAND.NET

200 SFEXISTING WALKWAY TO BE REPLACED,NO CHANGE IN MATERIAL:

103 SFPROPOSED PAVED WALKWAY CONVERTEDTO PLANTING:

309 SF(N) RAISED DECK:

STORMWATER MANAGEMENT CALCS.

303 SFTOTAL IMPERVIOUS SURFACE (NEW OR REPLACED):

42 SF *O/ (E) CONC. PATIOPROPOSED ADDITION:144 SF *O/ (E) CONC. PATIOPROPOSED AS-BUILT ADDITION:

186 SF (NO NEW IMPERVIOUS SFTOTAL PROPOSED ADDITIONS:

200 SFEXISTING CONC. WALKWAY TO BE REPLACED,NO CHANGE IN MATERIAL:

103 SFPROPOSED PAVED WALKWAY REMOVED(CONVERTED TO PLANTING):

T24 ENERGY ANALYSIS: WINDWARD DESIGN SERVICES, LLC.424 OLIVE STREETSANTA BARBARA, CA 93101P: (805) 845-6601E: [email protected]

EXISTING: (2)-COVEREDREQUIRED: (2)-COVERED (NO CHANGES)

BICYCLE: "0" REQUIRED

PARKING:

ARCHAELOGICAL NOTES PROJECT DESCRIPTIONINTERIOR REMODEL & MINOR ADDITION TO AN EXISTING ONE-STORY SINGLE FAMILY RESIDENCE.

INTERIOR SCOPE LIMITED TO THE FOLLOWING:-INTERIOR REMODEL OF RESIDENCE, INCLUDING KTCHEN, BEDROOM & BATHS.

-ELECTRICAL, PLUMBING AND MECHANICAL IMPROVEMENTS LIMITED TO AREASOF ALTERATION.

EXTERIOR SCOPE LIMITED TO THE FOLLOWING:-MINOR ADDITION TO EXISTING BEDROOM-PERMIT AS-BUILT ADDITION OFF OF EXISTING KITCHEN.-REPLACEMENT OF DOORS & WINDOWS-SEVERAL NEW DOORS & WINDOWS

-NO CHANGE IN ROOF HEIGHT OR MATERIAL.

09/28/20 SFDB PREL. DESIGN APPROVAL

TITLE SHEET

G 000

DAV

ID W

ATK

INS

DES

IGN

,LLC

.P.

O. B

OX

915

32SA

NTA

BA

RB

AR

A, C

A 9

3190

PHO

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(805

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KIN

SDES

IGN

.CO

M

THESE DRAWINGS ARE THE PROPERTY OF DAVID WATKINS. ALL DESIGNS AND INFORMATION PRESENTED ON THE DRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT LISTED AND ARE NOT TO BE REPRODUCED, CHANGED, COPIED IN ANY FORM OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DAVID R. WATKINS

DW

09/30/20 SFDB SUBMITTAL

NO

T FO

R C

ON

STR

UC

TIO

N

REV. CONCEPT. DESIGN MTG.

DATE DESCRIPTION

MER

WIN

RES

IDEN

CE

306

NO

RTH

RID

GE

RO

AD

SAN

TA B

AR

BA

RA

, CA

9310

5FO

R: K

AR

EN &

JO

HN

MER

WIN

INTE

RIO

R R

EMO

DEL

& M

INO

R AD

DIT

ION

ISSUE DATE: 09/30/20

03/05/20


01/17/20 CONCEPTUAL DESIGN MTG


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NO

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EXISTING SITE PLAN

A 000


DATE DESCRIPTION

MER

WIN

RES

IDEN

CE

306

NO

RTH

RID

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ROA

DSA

NTA

BA

RBA

RA, C

A 93

105

FOR:

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& J

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03/05/20



(E) 8

" VCP

SEW

ER M

AIN

30'

30'

(E) DRIVEWAY

TOP OF SLOPE

3'-6"

D 10'-0"

H 6'-6"

BAN

K-SL

OPE

1½

:1

TOP OF BANK

BANK

-SLO

PE 1

½:1

NORT

HRID

GE

ROAD

ELEVATION OFGARAGE FINISH FLOOR

TO BE +4'-6"

ELEVATION OFHOUSE FINISH

FLOOR TOBE +5'-0"

424.24'

64.1

6'

69.4

0'

401.57'

127.

86'

30'

PROJECT PARCEL:APN# 055-182-011

(E) YARD

APPROX. LOC. OF (E)WATER LATERAL& 5/8" WATER METER

APPROX. LOC. OF (E)SEWER LATERAL

PROPERTY OFGOLETA WATER DIST.

BOOSTER PUMP

30'

FOOTPRINT FOREXISTING RESIDENCE

(E) PARKING AREA

EXISTING SITE PLANScale: 1/8" = 1'-0"

(E) PATIO

(E) SITE DRAIN TO REMAIN

AS-BUILT HABITABLE AREA (TO BE PERMITTED)

(E) PATIO

30'-0"REQ'D FRONT YARD SETBACK

15'-0

"(R

EQ'D

SET

BA

CK

)15

'-0"

(REQ

'D S

ETB

AC

K)

15'-0"(REQ'D SETBACK)


P.O

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DW


A 100SITE PLAN

NO

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NST

RUCT

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DATE DESCRIPTION

MER

WIN

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306

NO

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RID

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ROA

DSA

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RBA

RA, C

A 93

105

FOR:

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03/05/20



(E) 8

" VCP

SEW

ER M

AIN

30'

30'

(E) DRIVEWAY

TOP OF SLOPE

3'-6"

H 6'-6"

BAN

K-SL

OPE

1½

:1

TOP OF BANKBA

NK-S

LOPE

1½

:1

NORT

HRID

GE

ROAD

424.24'

64.1

6'

69.4

0'

401.57'

127.

86'

30'

PROJECT PARCEL:APN# 055-182-011


BOOSTER PUMP

PROPOSED RESIDENCE

30'

FOOTPRINT FOR

PROPOSED SITE PLANScale: 1/8" = 1'-0"

15'-0

"(R

EQ'D

SET

BA

CK

)

15'-0

"(R

EQ'D

SET

BA

CK

)

15'-0"(REQ'D SETBACK)

30'-0"REQ'D FRONT YARD SETBACK

42" H. CABLE WIRE GUARDRAIL, FACE MTD TO DECK FRAMING

(N) COMPOSITE DECK @ SAME F.F. AS (E) PATIO

(N) WALKWAY

(E) PATIO


(N) ADDITION (SHOWN SHADED)

AS-BUILT HABITABLE AREA (TO BE PERMITTED)

PLANTER (ALTERED)

PLANTER (ALTERED)

(E) PLANTER

(N) 42" H. PLASTER WALL,TYP.-EXTEND WALL LINE TO

END OF (E) PAVING

(E) PAVED WALKWAY TO REMAIN

(N) PLANTER

(N) PLANTER

ELEVATION OFGARAGE

FINISH FLOORTO BE +4'-6"

ELEVATION OF

HOUSEFINISH

FLOOR TOBE +5'-0"

(E) YARD

APPROX. LOC. OF (E) WATER LATERAL& 5/8" WATER METER

APPROX. LOC. OF (E) SEWER LATERAL (E) PARKING AREA

TO REMAIN

PROPOSED 42" H. WD. GATE-REFER TO IMAGE THIS

SHEET FOR INSPIRATIONFOR ENTRY GATES

(N) AC UNIT, BY CARRIER, #24ANBA6. COORD. EQUIP. PAD SIZE W/ UNIT

29'-1

1"(E

) SET

BA

CK

PROPOSED SITE GATE DESIGNN.T.S.

Equipment Sound Level Analysis

Equipment Sound Level Rating db

Test Std Distance from Edge of Equipment ft

Edge of Equipment to Location Under Consideration ft

Sound level drop db

Sound level at Location Under Consideration

70.0 3.28 15.167 -13 56.7

Sound Blanket (Brinmar or Equal) Y -6Adjusted with Sound Blanket 50.7

Surrounds, Fences, Etc. TL=14.5logM+23Material M (lb/ft^3) Surface M (lb/ft^2) Thickness (in) TL (db)None 0 0.0 0.75 NANone 0 0.0 1 NANone 0 0.0 1 NAAdjusted Sound Level with Intermediates at Location Under Consideration 50.7

AC UNIT SOUND CALCULATIONN.T.S.


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A 101

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EXISTING FLOOR PLAN


DATE DESCRIPTION

MER

WIN

RES

IDEN

CE

306

NO

RTH

RID

GE

ROA

DSA

NTA

BA

RBA

RA, C

A 93

105

FOR:

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& J

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03/05/20



(E) STUD WALL TO REMAIN.

WALL LEGEND(E) WALL TO BE DEMOLISHED

(N) 2X4 STUD WALLS @ 16" O.C. W/ 5/8" THK.PAINTED GYP. BD. FINISH U.N.O.


DIMENSIONAL PLAN GENERAL NOTES:1. ALL INTERIOR DOOR HEIGHTS SHALL BE 6'-8" U.N.O. VERIFY ROUGH

OPENINGS PRIOR TO FRAMING2. ALL EXTERIOR DOOR AND WINDOW HEIGHTS SHALL BE 8'0" U.N.O.

VERIFY ROUGH OPENINGS PRIOR TO FRAMING


OPENINGS PRIOR TO FRAMING2. ALL EXTERIOR DOOR AND WINDOW HEIGHTS SHALL BE 6'-8" U.N.O.


3. ALL ANGLES ARE AT 45°, U.N.O.

4.

5. SET BUILDING FOOTPRINT 3" MIN. AWAY FROM THE BUILDING SETBACK LINES TO ALLOW FOR FINISH MATERIALS

7. PROVIDE BLOCKING @ ALL BUILT-INS AND MIRRORS

8.


5. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION

6.


8. NOTE: TEMP. = TEMPERED GLAZING. REFER TO SHEET DOOR & WINDOW SCHEDULE FOR ADDITIONAL INFORMATION.

3. DIMENSIONS ARE TAKEN FROM FACE OF STUD, U.N.O.

FLOOR PLAN GENERAL NOTES:1. VERIFY ALL APPLIANCE, FIXTURE & EQUIPMENT SIZES AND LOCATIONS

W/ OWNER, PRIOR TO INSTALLATION.

2. ALL REQUIRED TEMPERED GLAZING LOCATIONS NOTED ON PLAN.

3. PROVIDE BUILT-IN SHOP FABRICATION PLANS AND ELEVATIONS FOR APPROVALPRIOR TO FABRICATION. VERIFY ALL LOCATIONS, SIZES AND CONFIGURATIONSW/ OWNER PRIOR TO FABRICATION.

4. SHOWER AREA WALLS SHALL BE FINISHED WITH A SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 70" ABOVE DRAIN INLET.

5. SUFFICIENT WOOD BLOCKING SHALL BE PROVIDED @ ALL STUDS FOR SECURING ALL ITEMS INCLUDING BUT NOT LIMITED TO COUNTERS, SHELVING, CASEWORK AND FURNITURE.

6. PRIME ALL SIDES OF EXTERIOR TRIM PRIOR TO INSTALLATION.

CONTROL VALVE FOR SHOWER OR TUB-SHOWER SHALL BE OF THEPRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE PER UPC 410.7

ALL WINDOW FRAMES SHALL MATCH EXISTING RESIDENCE U.N.O.

NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY BUILDING OR STRUCTURE. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX (6) INCHES ABOVE GRADE OR STRUCTURE.

ALL HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICES.

GAS VENTS AND NONCOMBUSTIBLE PIPING, IN WALLS, SHALL BE EFFECTIVELY DRAFT- STOPPED AT EACH FLOOR OR CEILING.

WALL FINISH OR BACKING AT SHOWER AREA SHALL BE APPROVED WATER-RESISTANT GYP. BOARD.

PROVIDE HARD-WIRED SMOKE DETECTORS IN ALL NEW CONSTRUCTION AND BATTERY- OPERATED SMOKE DETECTORS IN RETRO-FIT INSTANCES (I.E. ALL RESIDENTIAL ADDITIONS, ALTERATIONS, OR REMODELS); ONE IN EVERY SLEEPING ROOM AND ONE IN EVERY HALLWAY LEADING TO EVERY SLEEPING ROOM.

DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM MANHOLEOR BELOW THE MAIN SEWER LEVEL REQUIRE SEWER BACKWATER DEVICES.

7.

8.

9.

10.

11.

12.

13.

14.

(E) COND. UNIT, TO BE REPLACED

(E) ENTRY

(E) LIVING ROOM

(E) GARAGE

(E) BEDROOM

(E) BEDROOM (E) MASTER BEDROOM

(E) DINING(E) BATH

(E) MASTER BATH(E) BATH

(E) BREAKFAST NOOK(134 SF AS-BUILT ADDITION)

DW

(E) KITCHEN

(E) COVERED CONC. PATIO

(E) CONC. PATIO

EXISTING FLOOR PLANScale: 1/4" = 1'-0"

(E) ELECT. METER & MAIN PANEL

(E) TELEPHONE BOX

(E) STEEL POSTS

LINE OF (E) COVERED ROOF TO REMAIN

(E) WOOD STEPS TO BE DEMOLISHED

LINE OF REINFORCED FTG.

STEP IN CONC. PATIO

(E) C

ON

C. W

ALKW

AY

HATCHED AREA NOTES HABIT.SF TO BE CONVERTED TO

EXT. FLATWORK


DEMOLISH (E) STONE CLADDING, TYP. @ FRON TOF RESIDENCE

DEMOLISH (E) FIREPLACE

(E) P

LAN

TER

(TO

BE

ALTE

RED)

(E) PLANTER (TO BE ALTERED)

(E) PLANTER

(E) FLATWORK TO BE CONVERTED TO PLANTER, TYP. WHERE SHOWN

(E) WALKWAY TO REMAIN

(E) CONC. WALKWAY TO BE DEMO'D & RE-POURED-NO CHANGE IN MATERIAL (SHOWN HATCHED)

(E) SITE WALL @ EASEMENT

EDGE OF (E) PARKIG AREA, TO REMAIN

(E) CONC. WALKWAY

(E) EASEMENTBOOSTER PUMP-




(E) DRIVEWAY (E) PARKING AREA


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ESIG

N.C

OM


DW


PROPOSED FLOOR PLAN

A 102

NO

T FO

R CO

NST

RUCT

ION


DATE DESCRIPTION

MER

WIN

RES

IDEN

CE

306

NO

RTH

RID

GE

ROA

DSA

NTA

BA

RBA

RA, C

A 93

105

FOR:

KA

REN

& J

OH

N M

ERW

IN

INTE

RIO

R R

EMO

DEL

& M

INO

R A

DDIT

ION


03/05/20



(E) STUD WALL TO REMAIN.

WALL LEGEND(E) WALL TO BE DEMOLISHED




OPENINGS PRIOR TO FRAMING2. ALL EXTERIOR DOOR AND WINDOW HEIGHTS SHALL BE 8'0" U.N.O.



OPENINGS PRIOR TO FRAMING2. ALL EXTERIOR DOOR AND WINDOW HEIGHTS SHALL BE 6'-8" U.N.O.



4.

5. SET BUILDING FOOTPRINT 3" MIN. AWAY FROM THE BUILDING SETBACK LINES TO ALLOW FOR FINISH MATERIALS


8.


5. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION

6.


8. NOTE: TEMP. = TEMPERED GLAZING. REFER TO SHEET DOOR & WINDOW SCHEDULE FOR ADDITIONAL INFORMATION.

3. DIMENSIONS ARE TAKEN FROM FACE OF STUD, U.N.O.

FLOOR PLAN GENERAL NOTES:1. VERIFY ALL APPLIANCE, FIXTURE & EQUIPMENT SIZES AND LOCATIONS

W/ OWNER, PRIOR TO INSTALLATION.

2. ALL REQUIRED TEMPERED GLAZING LOCATIONS NOTED ON PLAN.

3. PROVIDE BUILT-IN SHOP FABRICATION PLANS AND ELEVATIONS FOR APPROVALPRIOR TO FABRICATION. VERIFY ALL LOCATIONS, SIZES AND CONFIGURATIONSW/ OWNER PRIOR TO FABRICATION.

4. SHOWER AREA WALLS SHALL BE FINISHED WITH A SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 70" ABOVE DRAIN INLET.

5. SUFFICIENT WOOD BLOCKING SHALL BE PROVIDED @ ALL STUDS FOR SECURING ALL ITEMS INCLUDING BUT NOT LIMITED TO COUNTERS, SHELVING, CASEWORK AND FURNITURE.

6. PRIME ALL SIDES OF EXTERIOR TRIM PRIOR TO INSTALLATION.

CONTROL VALVE FOR SHOWER OR TUB-SHOWER SHALL BE OF THEPRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE PER UPC 410.7

ALL WINDOW FRAMES SHALL MATCH EXISTING RESIDENCE U.N.O.

NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY BUILDING OR STRUCTURE. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX (6) INCHES ABOVE GRADE OR STRUCTURE.

ALL HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICES.

GAS VENTS AND NONCOMBUSTIBLE PIPING, IN WALLS, SHALL BE EFFECTIVELY DRAFT- STOPPED AT EACH FLOOR OR CEILING.

WALL FINISH OR BACKING AT SHOWER AREA SHALL BE APPROVED WATER-RESISTANT GYP. BOARD.

PROVIDE HARD-WIRED SMOKE DETECTORS IN ALL NEW CONSTRUCTION AND BATTERY- OPERATED SMOKE DETECTORS IN RETRO-FIT INSTANCES (I.E. ALL RESIDENTIAL ADDITIONS, ALTERATIONS, OR REMODELS); ONE IN EVERY SLEEPING ROOM AND ONE IN EVERY HALLWAY LEADING TO EVERY SLEEPING ROOM.

DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM MANHOLEOR BELOW THE MAIN SEWER LEVEL REQUIRE SEWER BACKWATER DEVICES.

7.

8.

9.

10.

11.

12.

13.

14.

02

PONY WALL W/ BUILT-IN TILE NICHE

3'-8

1/2

"

19

(N) LAUNDRY

(E) LIVING ROOM

(E) DINING

(E) GARAGE

(N) BEDROOM #2

(E) COVERED PATIO(N) PWDR.

(N) C

LO.

(N) BATH

DW

(N) KITCHEN

OVE

N

(N) MASTER BEDROOM

U.C

. WIN

ERE

F.

(N) PANTRY

LIN

EN (E) ENTRY

(N) C

LO.

(N) MSTR. CLO.

(N) C

LO.

(N) L

INEN

(N) PATIO

(N) MASTER BATH

(E) BEDROOM #1

NICHE

LIN

EN

PROPOSED FLOOR PLANScale: 1/4" = 1'-0"

3'-10" CLR.

3'-1

0" C

LR.

3'-9" CLR.

6'-4"4'-0 3/4"2'-4"

4'-1"

5'-5

"

2'-5 1/2"8'-11 1/4"

6'-1"6'-9 1/4"

3'-9

"4'

-11"

4'-2

"

4'-1 1/2"CLR.

7'-0

"

11'-1 1/2"CLR.

4'-4

3/4

"C

LR.

10'-3 1/4"CLR.

11'-5

3/4

"12

'-0 3

/4"

CLR

.

13'-0"CLR.

13'-1 1/2"CLR.

15'-2

1/4

"C

LR.

10'-7

1/4

"

FURRED WALL W/ BUILT-INDECOR. WD. CAB. (T.P. ABV./ PLUMB. ESSENTIALS BLW.)

9"

39" L. VANITY

3'-2 1/4"

03

06

07

10

13

12

14

16

17

18

2021

22

23

24

A

D

L

M

N

P11

25

3'-8

1/4

"

26

42 SF (N) ADDITION(SHOWN SHADED)

K

7'-6 3/4"

2'-1"

3'-3"CLR.

4'-9

3/4

" CLR

.

8'-1

1/2

"9'

-0 1

/2"

CONVERT (E) AS-BUILTHABITABLE SPACETO OUTDOOR FLATWORK

AS-BUILT HABITABLEAREA (TO BE PERMITTED)

FGHJ04

C

11'-0

"

21'-6"


TELEPHONE BOX (RELOC.)

7'-6"

6'-8

"

E

LOC. (N) FAU & TANKLESSW.H. W/ BOOSTER IN ATTIC

SPACE

(E) C

ON

C. W

ALKW

AY

28'-11"

ALIGN W/ (E) PERMEABLE WALKWAY

6'-1

"

42" H. CABLE WIRE GUARDRAIL, FACE MTD TO DECK FRAMING

BBQ ISLAND

3'-6

"

6" LEDGE

FULL HT. CAB. W/T.V. NICHE ABV.

(N) GAS CORNER FIREPLACE"BIDORE 140"

FURR OUT WALL FOR T.V. CAB. & NICHES BLW.

HEARTH BLW.

(N) COND. UNIT ON PAD

(N) LIMESTONE FLOOR

COMPOSITE DECKINGMATERIAL

(PERMEABLE SURFACE)


(E) CONC. WALKWAY

B

01

09

PLAN

TER

(ALT

ERED

)

PLANTER (ALTERED)

PLANTER (ALTERED)

(N) 42" H. PLASTER WALL, TYP.

(E) PAVED WALKWAY TO REMAIN

(N) PLANTER

(N) PLANTER

AREA OF NEW CONC. WALKWAY TO REPLACE EXIST.-SHOWN SHADED



(E) DRIVEWAY(E) DRIVEWAY

(E) PARKING AREA

15

(E) PATIO ROOF POSTS TO REMAIN, TYP.

(E) SITE WALL @ EASEMENT


P.O

. BO

X 9

1532

SAN

TA B

AR

BA

RA

, CA

931

90

PHO

NE:

(805

) 403

- 074

3EM

AIL

: DW

@D

AV

IDW

ATK

INSD

ESIG

N.C

OM


DW


EXISTING ROOF PLAN

A 103

NO

T FO

R CO

NST

RUCT

ION


DATE DESCRIPTION

MER

WIN

RES

IDEN

CE

306

NO

RTH

RID

GE

ROA

DSA

NTA

BA

RBA

RA, C

A 93

105

FOR:

KA

REN

& J

OH

N M

ERW

IN

INTE

RIO

R R

EMO

DEL

& M

INO

R A

DDIT

ION


03/05/20



EXISTING ROOF PLANScale: 1/4" = 1'-0"



(E) STONE CHIMNEY

(E) OVERHANG O/ PATIO

2'-6"

(E) O.H.

(E) 4:12(E) 4:12

(E) 4

:12

(E) 4

:12

(E) 4:12(E) 4:12

(E) 4:12

(E) 4

:12

(E) 4:12

(E) 4:12

(E) 4:12

(E) 4:12

AS-BUILT ADDITION (HATCHED)

(N) STEEL COLUMNS TO REPLACE EXISTING


DAV

ID W

ATK

INS

DES

IGN

,LLC

.P.

O. B

OX

915

32SA

NTA

BA

RB

AR

A, C

A 9

3190

PHO

NE:

(805

) 403

- 074

3EM

AIL

: DW

@D

AVID

WAT

KIN

SDES

IGN

.CO

M


DW


NO

T FO

R C

ON

STR

UC

TIO

N

PROPOSED ROOF PLAN

A 104


DATE DESCRIPTION

MER

WIN

RES

IDEN

CE

306

NO

RTH

RID

GE

RO

AD

SAN

TA B

AR

BA

RA

, CA

9310

5FO

R: K

AR

EN &

JO

HN

MER

WIN

INTE

RIO

R R

EMO

DEL

& M

INO

R A

DD

ITIO

N


03/05/20



PROPOSED ROOF PLANScale: 1/4" = 1'-0"

24 GA. MTL. (N) CRICKET

6"

(N) O.H.

(E) 4:12(E) 4:12

(E) 4

:12

(E) 4

:12

(E) 4:12

(E) 4

:12

(E) 4:12

(E) 4:12



(N) ADDITION (SHADED). NOTE:NO ALTERATIONS TO ROOF @

THIS AREA, EXIST. TOP PLATE &ROOF LINE TO REMAIN

UNAFFECTED.

AS-BUILT ADDITION (HATCHED)

(N) STEEL COLUMNS TO REPLACE EXISTING

(E) COVERED PATIO ROOF W/ OVERHANG MODIFIED

(N) CHIMNEY(E) 4:12

(E) 4:12

(E) 4:12

MTL. CHIMNEY CAP PER DET.#10/ A802


DAV

ID W

ATK

INS

DES

IGN

,LLC

.P.

O. B

OX

915

32SA

NTA

BA

RB

AR

A, C

A 9

3190

PHO

NE:

(805

) 403

- 074

3EM

AIL

: DW

@D

AVID

WAT

KIN

SDES

IGN

.CO

M


DW


NO

T FO

R C

ON

STR

UC

TIO

N

A 201EXT. ELEVATIONS


DATE DESCRIPTION

MER

WIN

RES

IDEN

CE

306

NO

RTH

RID

GE

RO

AD

SAN

TA B

AR

BA

RA

, CA

9310

5FO

R: K

AR

EN &

JO

HN

MER

WIN

INTE

RIO

R R

EMO

DEL

& M

INO

R A

DD

ITIO

N


03/05/20



PROPOSED WEST ELEVATIONScale: 1/4" = 1'-0"

(N) OPAQUE GLASSGARAGE DR. (TEMP.)

CLIP EAVES-TYP.

(E) STUCCO TO BEREMOVED/ REPLACE

W/ FIBER-CEMENTSHINGLE SIDING

(E) CONC. ROOF TILES TO BEREPLACED W/ CERTAINTEED

"LANDMARK TL" COMP. SHINGLES

8'-0

"

(E) P

L. H

T.

6'-8

"(E

) HD

R.

REPLACE ENTRY DR. W/ (N) TEMP. DR. & SIDELITES

(N) WDW-REFER TO PLAN

(N) CHIMNEY W/ SHINGLES SIDING TO MATCH RESIDENCE

(E) STUCCO TO BE REMOVED/ REPLACE W/ FIBER-CEMENT SHINGLE SIDING

+/- 1

5'-9

"

O/A

HT.

2'-0

"

MIN

.

(N) WDW-REFER TO PLAN

(N) 3" TRIM @ CORNERS, TYP.

A801

10

A801

11

A801

12

A802

01

A801

07

A801

08

A801

09

PROPOSED NORTH ELEVATIONScale: 1/4" = 1'-0"

CLIP EAVES-TYP.

8'-0

"

(E) P

L. H

T.

6'-8

"

(E) P

L. H

T.

RESET REMAINING (3) -WDWS.







02

A802

A802

08

A802

09

A802

01

PROPOSED EAST ELEVATION Scale: 1/4" = 1'-0"

CLIP EAVES-TYP.

8'-0

"

(E) P

L. H

T.

6'-8

"

HD

R.

7'-8

"

HD

R. @

KIT

CH

EN





(N) 3" TRIM AROUND DRS. & WDWS.-TYP.



A801

09

A801

08

A802

09

A801

07

02

A802

A802

08

(N) CHIMNEY W/ SHINGLES SIDING TOMATCH RESIDENCE

GALV. MTL. SPARK ARRESTOR


GALV. MTL. TRIM, 2" MIN.

PROPOSED SOUTH ELEVATION Scale: 1/4" = 1'-0"

CLIP EAVES-TYP.

8'-0

"(E

) PL.

HT.

6'-8

"(E

) HD

R.

7'-8

" HD

R. @

KIT

CH

.

(N) STEEL TRELLIS



(N) 3" TRIM @CORNERS, TYP.

(E) STUCCO TO BE REMOVED/ REPLACE W/FIBER-CEMENT SHINGLE SIDING

(N) 3" TRIM AROUNDDRS. & WDWS.-TYP.

A802

05

A802

01

A802

08

A802

02

A802

09

A802

02

A801

09

A801

08

A801

07(N) RAISED HDR. O/ (E) OPENINGS UNDER PATIO ROOF

SECTION THRU PROPOSED PATIO ROOFScale: 1/4" = 1'-0"

REMOVE (E) JOISTS & RAISE UP CLG. HT. W/ (N) JOISTS SET O/ (E) BEAM

8'-5

"CLR

- NEW

@ P

ATIO

6" O.H.NEW

R-30 BLOWN-IN INSULATION

(E) BEAM TO REMAIN

(E) PATIO

3X FASCIA BDS.

(E) ROOF RAFTERS TO REMAIN

SECTION THRU (E) PATIO ROOFScale: 1/4" = 1'-0"

(E) C.J. W/ PLASTER FINISH

+/- 7

'-6" C

LR.

(E) T

O R

EMAI

N

2'-6" O.H.

EXIST.

(E) ROOF RAFTERS TO REMAIN

(E) BEAM TO REMAIN-SIZE TO BE V.I.F.

(E) PATIO

PROPOSED WEST ELEVATION @ LVG. RM.Scale: 1/4" = 1'-0"

6'-8

"(E

) HD

R.


2'-0

"

MIN

.

(N) WDW-REFER TO PLAN(N) 3" TRIM @ CORNERS, TYP.




PROPOSED NORTH ELEVATION @ LVG. RM.Scale: 1/4" = 1'-0"

6'-8

"(E

) HD

R.

(N) BD. & BATT SIDING @ CORNER

2'-0

"

MIN

.

(N) WDW-REFER TO PLAN(N) 3" TRIM @ CORNERS, TYP.





GALV. MTL. TRIM, 2" MIN.


DOOR & WINDOW SCHEDULE

A 601

P.O

. BO

X 9

1532

SAN

TA B

AR

BA

RA

, CA

931

90

PHO

NE:

(805

) 403

- 074

3EM

AIL

: DW

@D

AV

IDW

ATK

INSD

ESIG

N.C

OM


DW


NO

T FO

R CO

NST

RUCT

ION


DATE DESCRIPTION

MER

WIN

RES

IDEN

CE

306

NO

RTH

RID

GE

ROA

DSA

NTA

BA

RBA

RA, C

A 93

105

FOR:

KA

REN

& J

OH

N M

ERW

IN

INTE

RIO

R R

EMO

DEL

& M

INO

R A

DDIT

ION


03/05/20



DOOR SCHEDULEREMARKS

3'-0" X 6'-8"

SIZE (W. X L.) MANUFACTURER

T.B.D.

UNIT # OPERATION

FRAME-LESS PIVOT

THK.TEMPERED

T.B.D.01 YES

12'-0" X 6'-8" T.B.D. T.B.D.02 YES

7'-0" X 7'-8" T.B.D. T.B.D.03 YES

2'-8" X 6'-8" T.B.D. HINGED, SIMPLE SWING 1 3/4" SC04 YES

NOT USED N/A N/A N/A05 N/A

2'-8" X 6'-8" T.B.D. HINGED, SIMPLE SWING 1 3/4" SC06 YES

2'-8" x 6'-8" T.B.D. SIMPLE SWING, RATED 1 3/4" SC07 NO

NOT USED N/A N/A N/A08 N/A

16'-0" X 7'-0" EXIST. TO REMAIN GARAGE ROLL-UP T.B.D.09 NO

10

3'-0" x 6'-8" T.B.D. BARN STYLE DR. 1 3/4" PLANK11 NO

T.B.D. SIMPLE SWING 1 3/4" SC12 NO

13

SLDG. GLASS WALL SYSTEM

SLDG. GLASS WALL SYSTEM

W/ 1'-5" X 6'-8" SIDELITES (TEMP.)

W/ 2'-8" X 6'-8" OPERABLE SIDELITES

1-HR. RATED GARAGE DOOR

EXIST. TRACK SYSTEM TO REMAIN

MIN. 1" OVERLAP, TOP HUNG FROM WALL-MTD. MTL. TRACK, COLOR T.B.D.

2'-8" x 6'-8" T.B.D.14

15

16

PR. 2'-0"-6'-8" T.B.D. PAIR OF SIMPLE SWING T.B.D.17 NO

18

19

21 NO

T.B.D.22 NO

T.B.D.23 NO

24

FRAME

T.B.D.

T.B.D.

T.B.D.

T.B.D.

N/A

T.B.D.

T.B.D.

N/A

T.B.D.

WOOD

WOOD

WOOD

3'-0" x 6'-8" T.B.D. SIMPLE SWING, RATED 1 3/4" SCNO 1-HR. RATED GARAGE DOORT.B.D.

2'-2" x 6'-0" T.B.D. SIMPLE SWING 1/2"25 YES STARFIRE GLASS SHWR. DR.N/A

2'-8" x 6'-8"

3'-0" x 6'-8" T.B.D. BARN STYLE DR. 1 3/4" PLANKNO MIN. 1" OVERLAP, TOP HUNG FROM WALL-MTD. MTL.TRACK, COLOR T.B.D.WOOD

T.B.D. SIMPLE SWING 1 3/4" SCNO WOOD2'-8" x 6'-8"





BARN STYLE DR. 1 3/4" PLANKNO MIN. 1" OVERLAP, TOP HUNG FROM WALL-MTD. MTL. TRACK, COLOR T.B.D.WOOD

2'-4" x 6'-8"

2'-8" x 6'-8"

20 T.B.D. SIMPLE SWING 1 3/4" SCNO WOOD3'-0" x 6'-8"

1 3/4" SC WOOD

WOOD

WOOD

POCKET 1 3/4" PLANK

1 3/4" PLANK

T.B.D. SIMPLE SWING2'-8" x 6'-8"

SIMPLE SWING

T.B.D.26 NO2'-8" x 6'-8" WOOD1 3/4" PLANKSIMPLE SWING

W/ 2'-8" X 6'-8" OPERABLE SIDELITES

WINDOW SCHEDULEREMARKSSIZE (W. X L.) MANUFACTURERUNIT # OPERATION

A 2'-4" X 6'-0" T.B.D. FIXED YESNO T.B.D.

TEMPERED DUAL GLAZE FRAME

B 2'-6" X 3'-6" T.B.D. CASEMENT YESNO T.B.D.

C 6'-0" X 6'-8" T.B.D. FIXED/ HOPPERS YESYES T.B.D.

D

E

F

G

H

J

K

L

M

N

P

Q

3'-0" X 4'-2" T.B.D. CASEMENT YES T.B.D.

3'-0" X 4'-2" T.B.D. YES T.B.D.

3'-0" X 4'-2" T.B.D. FIXED YES T.B.D.

3'-0" X 4'-2" T.B.D. YES T.B.D.

3'-0" X 4'-2" T.B.D. YES T.B.D.

2'-8" X 3'-8" T.B.D. CASEMENT YESYES T.B.D.

2'-8" X 6'-0" T.B.D. FIXED ABV. SINGLE HUNG BLW. YES T.B.D.

NOT USED N/A N/A N/A N/A

YES T.B.D.

2'-6" X 3'-6" T.B.D. YES T.B.D.

2'-6" X 3'-6" T.B.D. YES T.B.D.

2'-6" X 3'-6" T.B.D. YES T.B.D.

W/ HOPPERS ALONG TOP OF WDW.

CASEMENT

FIXED

CASEMENT

CASEMENT

CASEMENT

CASEMENT

CASEMENT

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

N/A

2'-6" X 3'-6" T.B.D.

A801

07 08

A801

09

A801

DOOR & WINDOW DETAILS: REFER TO THE FOLLOWING DETAILS ADD'L FOR DOOR INFO

EXTERIOR DOORS

A801

10 11

A801

12

A801

WINDOWS

07

A802

DOOR & WINDOW NOTES1. ALL NEW DOORS & WINDOW UNITS SHALL BE SIERRA PACIFIC CLAD ALUMINUM, "H3 SERIES"

2. GLAZING SHALL BE DUAL GLAZED, LOW-E GLASS, TEMPERED W/ ARGON-FILLED CAVITY SPACE.

3. COLOR OF DOORS & WINDOWS TO BE FACTORY WHITE.

4. CLIMATE ZONE: NORTH CENTRAL. MAX. U-FACTOR: ≤0.30 MAX. SHGC: ≤0.40


DETAILS

A 801

P.O

. BO

X 9

1532

SAN

TA B

AR

BA

RA

, CA

931

90

PHO

NE:

(805

) 403

- 074

3EM

AIL

: DW

@D

AV

IDW

ATK

INSD

ESIG

N.C

OM


DW


NO

T FO

R CO

NST

RUCT

ION


DATE DESCRIPTION

MER

WIN

RES

IDEN

CE

306

NO

RTH

RID

GE

ROA

DSA

NTA

BA

RBA

RA, C

A 93

105

FOR:

KA

REN

& J

OH

N M

ERW

IN

INTE

RIO

R R

EMO

DEL

& M

INO

R A

DDIT

ION


03/05/20



WINDOW HEAD DETAIL FLASHING @ WINDOW OPENING- STEP ONE

WINDOW JAMB DETAILSCALE: 3" = 1'-0"

0306

05

04

08

07

09

01

12

10

11 02

WINDOW SILL DETAILSCALE: 3" = 1'-0"

N.T.S.

FLASHING @ WINDOW OPENING- STEP TWON.T.S.

FLASHING @ WINDOW OPENING- STEP THREEN.T.S.

FLASHING @ WINDOW OPENING- STEP FOURN.T.S.

EXT. DOOR HEAD DETAILSCALE: 3" = 1'-0"

EXT. DOOR JAMB DETAILSCALE: 3" = 1'-0"

EXT. DOOR SILL DETAILSCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

INTERIOR DOOR HEADSCALE: 3" = 1'-0"

POCKET DOOR HEADSCALE: 3" = 1'-0"

6" MIN. 4" M

IN. L

AP @

JAM

BS

4" MIN.

6" MIN.

TYP. WINDOW ROUGH OPENING

1A. INSTALL RIGID BACK DAM IN CONT. BED OF SEALANT (THIS MUST BE COMPATIBLE W/ ADJACENT MATERIALS

1B. INSTALL SELF-ADHESIVE WATERPROOF MEMBRANE (SAWM) SILL PAN, LAP UP JAMBS @ SIDES, LEAVE LOWER PORTION LOOSE W/ PAPER BACKING ATTACHED

NOTE: PRIOR TO INSTALLINGWEATHER-RESISTANT BARRIER(WRB) CAULK ALL VOIDS &EXPOSED JOINTS.

INSTALL NAILER WHERE OCCURSREFER TO SPEC. INSTALLATION DETAIL

INSTALLATION PER MFR.'S INSTRUCTIONS & AAMA 2400-02

GENERAL CONTRACTOR SHALL VERIFY COMPATIBILITY OF ALL MATERIALS

6" MIN.

2B. INSTALL SAWM @ WINDOW JAMBS EXTEND TO DEPTH OF THE BACK EDGE OF WINDOW ROUGH OPENING

2A. INSTALL SAWM PREFORMED CORNERS @ SILL TO JAMB CONDITIONS

NOTE: INSTALLATION PER MFR.'S INSTRUCTIONS & AAMA 2400-02














6" M

IN.

3B. INSTALL SAWM @ WINDOW HEAD EXTEND TO DEPTH OF THE BACK EDGE OF WINDOW ROUGH OPENING

3A. INSTALL SAWM PREFORMED CORNERS @ JAMB TO HEAD CONDITIONS









4B. INSTALL WRB IN A SINGLE FASHION WORKING FROM BTTM. UP. TAPE JOINTS & CAULK PENETRATIONS PER MFR.'S REC'S. COVER W/ (1) LAYER 60 MIN. GRADE "D" BLDG. PAPER IN A SHINGLED FASHION PER MFR'S RECS.

4A. TUCK WRB UNDER SILL FLASHING

SAWM

DOOR PER SCHED.

RIPPED 2X NAILER

WRB

PLYWD. SHEATHING REFERTO STRUCT.

BATT INSULATION

WEATHER SEAL

3/4"

SEALANT O/ BACKER ROD

1 1/2" X 3 1/2" TRIM

DRAINAGE PLANE, OPT.

2X STUD FRAMING

FIBER CEMENT SHINGLES- STRAIGHT EDGE PROFILE

SAWM

WEATHER SEAL

FIBERGLASS BATT INSULATION

PLYWOOD PER STRUCT.

1 1/2" X 3 1/2" TRIM

SHIM

WRBDRAINAGE PLANE, OPT.

S.S. DRIP EDGE FLASHING

HEADER PER STRUCT.

FIBER CEMENT SHINGLE SIDING- STRAIGHT EDGE PROFILE

SEALANT O/ BACKER ROD

DOOR PER SCHED.

STARTER STRIP

FINISHED WALL FACES

26 GA. GALV. METAL SILLW/CONT. 1/4" LIP EMBED IN THRESHOLD AND LAP JAMB 4' HIGH W/FLASHING

1" MIN. BELOW FLR. UNLESSNOTED OTHERWISE

SLOPE

WOOD BLOCKING

TOP OF PLYWD. DECK

SLOPING THRESHOLD (KERFED)ON SILL PAN FLASHING ON CONT.BLOCK ON SUBFLOOR-PLUG SCREWHOLES W/DOWELS

DOOR W/ WEATHERSTRIPPING

1/4"/FT. SLOPE

EXTERIORINTERIOR

3/4"

4"

1 1/2"

1/2" BITUMINOUS JOINT

VARIES

SAWM

WOOD SILL - PAINTED

1 1/

4"

KERF DRIP EDGE

WINDOW PER SCHED.

NAIL FIN - TYP. @ SILL - SET IN CONT. SEALANT

SHIM SPACE

1/2"

WRB


2X STUD FRAMING W/ BATT INSUL.



1" X 3 1/2" TRIM

WOOD SILL BELOW

SAWM

SHIM SPACE

WINDOW PER SCHED.

1/2"

2"1/

8"

NAIL FIN - TYP. @ JAMB & HEAD - SET IN CONTINUOUS SEALANT

WRB


BATT INSULATION

1" X 3 1/2" TRIM


2X STUD FRAMING


SHIM SPACE

1/2"

2"1/

8"

FIBERGLASS BATT INSULATION

PLYWOOD PER STRUCT.

1 1/2" X 3 1/2" FIBER CEMENTTRIM

WRBDRAINAGE PLANE, OPT.

S.S. DRIP EDGE FLASHING

HEADER PER STRUCT.

FIBER CEMENT SHINGLE SIDING- STRAIGHT EDGE PROFILE

STARTER STRIP

(2) DR. HANGERS

STEEL WRAPPED UPRIGHT STUD W/ SELF-ADJUSTING FLOOR ANCHOR

DR. PER SCHED.

PAINTED GYP. BD, TYP.


DR. HEADER W/ HANGER, ENDBRACKETS & NAILER BOARDS

2X STUD WALL PER PLAN

WOOD TRIM

DOOR PER SCHED.


2X STUD WALL PER PLAN

FIBERGLASS BATT INSUL.PER T24 REPORT

INT. FINISH- DASHED

5/4 3 1/2" SMOOTHFIBERCEMENT TRIM

STRAIGHT EDGEFIBERCEMENT SHINGLE

SIDING

LEAVE APPROPRIATE GAP(PER MFR. REC.) & CAULK

2X WOOD STUDS W/ MIN. R-13INSUL. -REFER TO STRUCT.

3 1/2"TYP.

PLWD. SHEATHING- REFER TOSTRUCT.

WRB

DRAINAGE PLANE


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DATE DESCRIPTION

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03/05/20



DETAILS

A 802

BASE@ FIBER CEMENT SHINGLE SIDING

0306

05

04

08

07

09

01

12

10

11 02

3" = 1'-0"

OUTSIDE CORNER TRIM3" = 1'-0"

TYPICAL DOWNSPOUT3" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

POST & CABLE GUARDRAIL @ NEW DECK3"= 1'-0"

TYP. VALLEY FLASHING DETAIL1 1/2"= 1'-0"

TYPICAL RIDGE

TYPICAL EAVE

PATIO DECK EDGE DETAIL1 1/2" = 1'-0"SCALE: 3" = 1'-0"

CHIMNEY CHASE & ARRESTOR

SCALE: 1/2" = 1'-0"CORNER FIREPLACE LAYOUT

SLIDING DOOR DETAIL3" = 1'-0"

NOT USED

42" H

. MIN

.

3 1/8"

2 1/

4"

ALUM. RECT.TOP RAIL

42" H

. MIN

.

2 3/8" X 2 3/8"ALUM. POST 3/16" DIA. STAINLESS CABLE

3/16" DIA.STAINLESS

CABLE

2 3/8" X 2 3/8"ALUM. POST

X2 ANCHOR

TYPICAL GUARD RAIL

3/8" WASHER

HEX NUT

Fascia

3/8" WASHER

HEX NUT

OPTIONALSPACER

ALUM. POST

FASCIA MOUNT RAIL CONN.

5'-0"MAINTAIN 5'-0" MAX. SPACING

6" MIN.EDGE DISTANCE

6" MIN

.

ALUM. POST

COLOR TO BEBRONZE FOR POSTS& TOP RAILS, TYP.

PLWD - PER STRUCT.2X STUD FRAMING @ 16" O.C.

MIN. R-13 FIBERGLASS BATT INSUL

SAWM

WRB2X P.T. SILL PLATE SET IN CONT. MASTICFIBER CEMENT SHINGLES

CONC. FOUNDATION-REFERTO STRUCT.

FIN. GRADE

SIDING VENT STRIPS W/ BUGSCREEN

DOWNSPOUT HANGER 1/16" X 1" FLAT STOCK & OF SAME MATERIAL AS DOWNSPOUT SEE ALSO SMACNA MANUAL PLATE 34E

4"

PLYWD. SHEATHINGPER STRUCT.WRB

GA. MTL. DOWNSPOUT-PAINTED TO MATCH TRIM

EXT. FINISH

SET ALL ANCHORS IN SEALANT

1" HIGH SPLASH DIVERTER RIB

COPPER VALLEY FLASHING,EXTEND 18" MIN.

SELF-ADHESIVE ROOFING UNDERLAYMENT,LAP 24" MIN. @ VALLEYS & RIDGES

CAULK & SEALL SCREWS, ALT. TOP &BOTTOM W/ 2'-0" O.C.

1'-0"

ALTERNATE EXTENDED CAP TILE IN "WOVEN VALLEY" CONFIGURATION

CLASS "A" COMP. SHINGLES ROOFING, TYP.

TOP PLATE VARIES

PLYWD. SHEATHING - REFER TO STRUCT.

C.J'S WHEREOCCURS-REFER TO STRUCT.

CONT. WOOD BLK'GSHAPED TO FIT

FIBERGLASS BATT INSULATION- REFER TO TITLE 24 REPORT

EXT. FIBER CEMENT SIDING

AIR GAPSIDING VENT STRIP W/ BUG SCREEN

WRB

DRAINAGE PLANSAWM LAP O/ WRB

ICYNENE INSULATION PER TITLE 24 REPORTCOMP. SHINGLES ROOFING O/PEEL & STICK WATERPROOF MEMBRANEO/ PLYWD. SHEATHING

2X SUB-FASCIA3X6 FASCIA BD.

1" X 3" FASCIA TRIM

GALV. MTL. HALF-ROUND GUTTER W/ BRACKET-PAINTED TO MATCH TRIM

LAP ROOF UNDERLAYMENT MEMBRANE O/ 24 GA. S/S FLASHING

(N) TYPE "A" COMP. SHINGLES TO REPLACE (E) CONC. SHAKE(N) SELF-ADHESIVE ROOFING UNDERLAYMENT, LAP MIN. 24" AT ALL RIDGES & VALLEYS(E) PLYWD. SHEATHING, REFER TO STRUCT.

(E) RIDGE BEAM TO REMAIN

(N) ICYNENE PER T24 REPORT

(E) R.R.'S TO REMAIN

2 1/2" OVERHANG @ LID

5/8" MTL. MESH SCREEN

S/S MTL. CHIMNEY CAP BY GELCO

REFER TO:FOR ADD'L INFO

3'-6

" H.-M

IN.

PER

MFR

.

ALUM. POST & S/S CABLEGUARDRAIL SYSTEM

RECT. ALUM TOP CAP

FIBER CEMENT DECKING W/MIN. 1/8" SPACING, TYP.

BEAM PER STRUCT.

3X OR P.T. FINISH BD.- OPT.PAINT TO MATCH DECKING

BOLTS PER STRUCT.

SPACER

PROVIDE MIN. 1/2' OVERHANG &DECK BDS.

DECK JOISTSWHERE OCCURS,

REFER TO STRUCT.

05

A 802

1'-8

" MIN

.

@ H

EAR

TH6"

1"MIN. CLR.TYP.

FACE OF ADJ. WALL SHELVES

BIDORE 140 GAS FIREPLACE, BY "ELEMENT 4"FIREPLACE FLUE-VENT THRU ROOF

FACE OF TEMPERED GLASS

LEDGE SET DIRECTLY BLW. MOUTH OF FIREPLACE

FACE OF ADJ. WALL SHELVES

1"M

IN. C

LR.

TYP.

FACE OF FINISH ADJ. TO FIREPLACE-MAINTAIN REQ'D CLR. BEHIND FIREPLACE UNIT

VERIFY MIN. CLR. W/ MFR.

INFILL @ CORNER

EXT. 2X4 STUDS W/ SIDING PER ELEVS.

SLIDING DOOR PER SCHED.

1/2" BITUMINOUS JOINT

S.S. SILL PANTRESHOLD SET IN EPOXY

(E) CONC. SLAB TO REMAIN

0'-0" FIN. FLR.

EXTERIORINTERIOR

TOPPING SLAB AS NEC.

2"

EXT. FLATWORK

MERWIN RESIDENCE DW 306 NORTHRIDGE ROAD

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