Martin Full Set by Kirk Blaschke

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

Cliffside Residence

29066 Cliffside Drive Malibu, CA 90265

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

title page

Drawing File Scale Drawn By

1/4"=1'-0" krb/mh

Job martin and costin Sheet

A0.1

exhaust fan

stucco

JNT. JST.

JOINT JOIST

KIT.

OCCUPANCY GROUP:

VERY HIGH FIRE HAZARD SEVERITY ZONE

A3.1 A3.2 A3.3

BASEMENT REFLECTED CEILING PLAN GROUND FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFLECTED CEILING PLAN

NUMBER OF STORIES:

SFD: TWO STORY W/ATTACHED 2 CAR BASEMENT GARAGE

HEIGHT OF HOUSE:

22'-9 1/2" ABOVE FINISHED GRADE

A4.1 A4.2 A4.3 A4.4 A4.5

SECTIONS SECTIONS SECTIONS SECTIONS SECTIONS

LOT AREA:

43,978 SQUARE FEET, 1.01 ACRES

PARKING REQUIREMENTS:

2 COVERED SPACES 2 UNCOVERED SPACES

A5.1 A5.2 A5.3

EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS

EXISTING AND PROPOSED SET BACKS 36'-10"

FRONT YARD - FROM 30' ROAD EASEMENT= BACK YARD =

266'

EAST YARD =

10.5'

WEST YARD =

16.5'

SIDE YARD SET BACKS = MIN. OF 26% OF FRONTAGE 6366 SF

PROPOSED TOTAL BUILDING AREA:

GRADING CONFORMANCE EXEMPT R&R

GRADING:

SAFETY

NONEXEMPT

REMEDIAL

TOTAL

CUT

422.6

136.4

559

FILL

1.9

1.6

3.5

TOTAL

424.5

138

562.5

IMPORT

EXPORT

420.7

134.8

555.5

MAXIMUM @ 22'-9 1/2"

PROPOSED BUILDING HEIGHT: 85% OF ROOF ≤ 18'-0"

A6.1 A6.2 A6.3 A6.4 A6.5 A6.6 A6.7

WINDOW SCHEDULE WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS

A7.1 A7.2 A7.3 A7.4 A7.5

DOOR SCHEDULE DOOR DETAILS DOOR DETAILS DOOR DETAILS DOOR DETAILS

MAIN HOUSE

A8.1

FIXTURE SCHEDULE

PORCH

EXISTING SQUARE FOOTAGE

A9.1 a9.2 A9.3 A9.4 A9.5 A9.6 A9.7 A9.8 A9.9 A9.10 A9.11 A9.12 A9.13

EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS

A10.1 A10.2 A10.3 A10.4 A10.5 A10.6 A10.7

INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS

A11.1 A11.2 A11.3

INTERIOR DETAILS INTERIOR DETAILS INTERIOR DETAILS

E1 E2 E3 E4

SITE PLAN ELECTRICAL BASEMENT ELECTRICAL MAIN FLOOR ELECTRICAL SECOND FLOOR ELECTRICAL

M1 M2 M3

MECHANICAL BASEMENT PLAN MECHANICAL GROUND FLOOR PLAN MECHANICAL SECOND FLOOR PLAN

S1.0 S2.0 S3.0 S4.0 S4.1 S5.0 S5.1 S5.2 S5.3 S5.4 S6.0 S6.1 S6.2 HFX1 HFX2 HFX3

STRUCTURAL NOTES, ABBREVIATIONS AND OBSERVATION SCHEDULE GROUND FLOOR AND GARAGE FOUNDATION FRAMING PLAN SITE RETAINING WALL AND DRIVEWAY GROUND FLOOR AND SECOND FLOOR FRAMING PLAN GARAGE FRAMING AND SITE RETAINING WALL FOUNDATION PLAN FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS RETAINING WALL DETAILS RETINING WALL DETAILS AND ROOF DETAILS ROOF FRAMING DETAILS ROOF FRAMING DETAILS FRAMING DETAILS HARDY FRAMES- TYPICAL FOUNDATION DETAILS HARDY FRAMES- TYPICAL FRAMING DETAILS HARDY FRAMES- TYPICAL FLOOR SYSTEM DETAILS

2,774 SF

GARAGE

440 SF

GUEST QTR

501 SF

BREEZEWAY

210 SF

NOTE: ALL QUANTIES ARE IN CUBIC YARDS UNLESS OTHRWISE INDICATED. R&R = REMOVAL AND RECOMPACTION. EXEMPT GRADINGS INCLUDES ALL R&R, UNDERSTURCTURE, AND SAFETY GRADING.

88 SF

EXISTING STUDIO

287 SF

EXISTING BEACH STORAGE

177 SF 4,477 SF

TOTAL EXISTING

WIDTH OF STREET SERVING PROPERTY:

30'-0"

APPLICABLE BUILDING CODES:

LOS ANGELES COUNTY CODE TITLE 26, BUILDING CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS LOS ANGELES COUNTY CODE TITLE 27, ELECTRICAL CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS

CALCULATIONS OF ALLOWABLE SQUARE FOOTAGE OF 6,366 SF PROPOSED REMODEL: 50% BASEMENT IN EXCESS OF 1000 SF

LOS ANGELES COUNTY CODE TITLE 28, PLUMBING CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS

36 SF

NEW FIRST FLOOR FOOTPRINT

5,367 SF

NEW SECOND FLOOR

499 SF

EXISTING STUDIO

287 SF

EXISTING BEACH STORAGE

177 SF

TOTAL PROPOSED SQUARE FOOTAGE

LOS ANGELES COUNTY CODE TITLE 29, MECHANICAL CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS

6,366 SF

SPRINKLERS:

251

SIDEYARD DRIVE

5025

972

PATIOS & WALKWAYS

3724

2,084

PATH TO BEACH

1055

1,055

STUDIO

287

BEACH STORAGE

177

14,281

10,193

VICINTY MAP

Issued 10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

c ifi

EAD RD

PORTSH

ME DR

GRAS

POINT DUME

Sheet Title

SWO

project information

OD A V

EW V A

SCOTT CHRISTIANSEN 710 WHILSHIRE BLVD. SUITE 230 SANTA MONICA, CA 90401 T. 310.395.7641

DONALD B. KOWALEWSKY ENVIRONMENTAL & ENGINEERING GEOLOGY 27101 OLD CHIMNEY ROAD MALIBU, CA 90265 T. 310.457.2456 F. 310.457.4721

H st

Description

STRUCTURAL ENGINEER:

MARNY RANDALL 909 EUCLID, SUITE 6 SANTA MONICA, CA 90403 T. 310.395.2615 F. 310.395.2368

SOILS & GEOLOGIC ENGINEERS

RISER ROOF DRAIN ROOF RAFTER RADIUS REFERENCE REFRIGERATOR

igh

MALIBU

R. R.D. R.R. RAD. REF. REFR.

LANDSCAPE ARCHITECT:

KIRK BLASCHKE LOT 05 1024 HARDING AVENUE NO. 202 VENICE, CA 90291 T. 310.663.6692

STEPHEN R. SMITH P.C.C.E. INC. 2801 CALABASAS ROAD, SUITE 1020 CALABASAS, CA 91302 T. 818.568.5251

POINT DUME PLAZA

PLASTER PROPERTY LINE PLATE PAINTED PRESSURE TREATED POINT PLYWOOD

ARCHITECT:

CIVIL ENGINEER:

PLAS. P. L. PL. PTD. P. T. PT. P.W.

BRUCE MARTIN AND CAROLYN COSTIN 29066 CLIFFSIDE DRIVE MALIBU, CA 90265

LARRY PAERSON, LAND SURVEYOR 4229 KINGFISHER ROAD CALABASAS, CA 91302 T. 818.591.8709

OVER ON CENTER OPPOSITE OUNCES

OWNER MAILING ADDRESS:

LAND SURVEYOR:

O/ O.C. OPP. OZ.

29066 CLIFFSIDE DRIVE MALIBU, CA 90265

C EA

NEW NORTH NOT IN CONTRACT NOT TO SCALE NOMINAL

SITE ADDRESS:

(N) N. N.I.C. N.T.S. NOM.

y wa

MANUFACTURER MATERIAL MAXIMUM MEDICINE CABINET MINIMUM MIRROR MISCELLANEOUS MECHANICAL METAL

16,500 SF

MFR. MAT. MAX. MED. CAB. MIN. MIR. MISC. MECH. MTL.

TOTAL DISTURBED AREA

A TW

LAMINATED LAVATORY POUND LINEN LINEAR LIGHT

PROJECT DIRECTORY

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

DRIVEWAY/PARKING AREA &

TOTAL IMPERMEABLE SF

O F CA I F O R L

YES

ES W

LAM. LAV. LB. LIN. LN. LT.

PROPOSED 5,367

BASEMENT BEYOND HOUSE

Project Name

4013

HOUSE

KIRK! BLASCHKE

REN. 04.30.13

IMPERMEABLE SF COVERAGE ALLOWABLE = 11,996 SF EXISTING

AR CH SED IT

C-30765

LOS ANGELES COUNTY CODE TITLE 32, FIRE CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS

TOTAL DISTURBED AREA

KITCHEN

INCHES INSULATION INTERIOR

R-3 / U-1

IN. INSUL. INT.

FIRE ZONE

HOSE BIB HEADER HARDWARE HORIZONTAL HANDICAP HEIGHT HEATER HOUR HEIGHT

FLOOR - 499/5367 = .09

thermal insulation

H.B. HDR. HDW. HORIZ. HNDCP. HT. HTR. HR. HT.

TYPE: FIVE NON RATED

plywood

GENERAL CONTRACTOR GAUGE GALVANIZED GLASS GROUND GYPSUM

CONSTRUCTION TYPE:

finish wood

G.C. GA. GALV. GL. GND. GYP.

RATIO OF FIRST FLOOR TO SECOND

A ST

ceramic tile

WITH WITH OUT WATER CLOSET WROUGHT IRON WATER PROOF WOOD WATER HEATER WASHER /DRYER WEIGHT

SINGLE FAMILY DWELLING

gypsum board

FIRE ALARM FLOOR DRAIN FINISH FACE OR FACE OF FINISH FIBERGLASS FINISH FLASHING FINISH FLOOR FLOOR FLUORESCENT FACE OF STUD FIREPLACE FIREPROOF FRAMING FOOT FOOTING FREEZER

W. W/O W.C. W.I. W.P. WD. WH. W/D WT.

PROPOSED USE:

499 SF

SECOND FLOOR =

RN HI LL

steel

F.A. F.D. F.F./F.O.F. F.G. FDN. FIN. FL. F.F. FLR. FLUOR. F.O.S. F.P. FRPR. FRM FT FTG. FZR.

VERTICAL VERIFY W.ARCH/OWNER VERTICAL GRAIN

BASEMENT FLOOR PLAN RETAINING WALL PLAN MAIN FLOOR PLAN MAIN FLOOR SLAB PLAN SECOND FLOOR PLAN FRONT DRIVEWAY ROOF PLAN

masonry

VERT. VER. V.G.

A2.0 A2.1 A2.2 A2.2B A2.3 A2.3B A2.4

KA N

concrete

EAST EXPANSION JOINT EACH ELECTRICAL ELEVATION EMERGENCY EQUAL EXISTING EQUIPMENT EXTERIOR

UNDERGROUND UNLESS NOTED OTHERWISE UNFINISHED

SINGLE FAMILY DWELLING

earthwork

E. E.J. EA. ELEC. ELEV. EMER. EQ. EXIST./(E) EQUIP. EXT.

U.G. U.N.O. UNF.

CURRENT USE:

5,367 SF

FIRST FLOOR =

SI D

T.W.459.5

elevation per benchmark noted on survey

DEMOLITION DOUGLAS FIR DOWNSPOUT DOUBLE DIAMETER DIMENSION DOWN DOOR DETAIL DRAWING DISHWASHER DRAWER

4468-001-009

smoke dectector

DEMO. D.F. D.S. DBL. DIA. DIM. DN. DR. DTL. DWG. D.W. DRW.

TREAD TOP OF CURB TOP OF TELEVISION TOP OF WALL TELEPHONE TONGUE & GROOVE THICK TYPICAL

ACCESSOR'S PARCEL #: PROPOSED 2 STORY STRUCTURE

1024 harding ave. no. 202 venice, california 90291 310.663.6692

DUME COVE

project site

C LI

revision number

T. T.C. T.O. TV. T.W. TEL. T&G TH. TYP.

SURVEY OF HOUSE EXISTING HOUSE AS BUILTS NEW FOOT PRINT WITH RETAINED PERIMETER WALLS SITE PLAN FIRE DEPARTMENT PLAN/NOTES

window number

CABINET CATCH BASIN CEMENT CERAMIC CEILING JOIST CENTERLINE CAULKING CLEAR CEILING COLUMN CONCRETE CONSTRUCTION CONTINUOUS

SOUTH SALVAGED SCHEDULE SECTION SIMILAR SHELF SHEET SHEATHING SHOWER SPECIFICATIONS STAINLESS STEEL STEEL STAINED STRUCTURAL SQUARE

A1.1 A1.2 A1.3 A1.4 A1.5

door number

CAB. C.B. CEM. CER. C.J. C.L. CLKG. CLR. CLG. COL. CONC. CONSTR. CONT.

S. SALV. SCHED. SEC. SIM. SHLF. SHT. SHTG. SHWR. SPECS. S.S. ST. STD. STRUCT. SQ.

29066 CLIFFSIDE DRIVE MALIBU, CA 90265

7,082 SF

EXCLUDED AREA [SLOPE 1:1 OR STEEPER]:

sheet number

BOARD BITUMIN BUILDING BLOCKING BEAM BOTTOM BETWEEN

SITE ADDRESS:

43,978 SF

SITE AREA:

section drawing number

BD. BITUM. BLDG. BLK. BM. BOTT. BTWN.

RECORD OF SURVEY AS PER BK 57 PG 47 - 50 OF R S EX OF ST LOT 9. CITY OF MALIBU, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA

001

sheet number

LEGAL DESCRIPTION:

PROPERTY DEVELOPMENT DATA

001

detail drawing number

REINFORCEMENT REQUIRED RESILIENT REVISION RECOMMENDATION REGISTER REDWOOD ROOM

Lot 05

COVER PROJECT INFORMATION TITLE XXIV COASTAL COMMISSION PERMIT COASTAL COMMISSION PERMIT COASTAL COMMISSION PERMIT GENERAL NOTES

B A5.3

sheet number

REINF. REQD. RESIL. REV. REC. RGTR. RWD. RM.

PROJECT DATA

2 A9.1

elevation drawing number

AT ANCHOR BOLT AREA DRAIN ADJUSTABLE ALUMINUM APPROXIMATELY ARCHITECT ASPHALT

A0.1 A0.2 A0.3 A0.4 A0.5 A0.6 A0.7

PROJECT AREA INFORMATION

BUSCH D

A10.10

@ A.B. A.D. ADJ. AL. APPROX. ARCH. ASPH.

SHEET LIST

ABBREVIATIONS

SYMBOLS

Drawing File Scale

PACIFIC OCEAN POINT DUME COUNTY BEACH

north

POINT DUME

Drawn By

1/4"=1'-0" krb/mh

Job martin and costin

SEPTIC SYSTEM DESIGN:

RICHARD SHERMAN TOPANGA UNDERGROUND 21300 DEERING COURT CANOGA PARK, CA 91304 T. 310.455.2189 F. 818.888.0114

TITLE 24 CONSULTANT:

TITLE 24-DATA CORP. 633 MONTEREY TRAIL FRAZIER PARK, CA 93225 T. 800.237.8824 F. 661.245.6374

Sheet

A0.2

TITLE XXIV

Lot 05

PERFORMANCE CERTIFICATE: Residential MARTIN RES. Project Address

California Energy Climate Zone

29066 CLIFFSIDE DR. MALIBU

CF-1R

✔ Single Family  Addition Alone   Multi Family  Existing+ Addition/Alteration

Building Type

Project Name

(Part 1 of 5)

CA Climate Zone 06

Total Cond. Floor Area

Date

6/23/2011

Addition

5,921

# of Stories

n/a

PERFORMANCE CERTIFICATE: Residential MARTIN RES. Project Address

California Energy Climate Zone

29066 CLIFFSIDE DR. MALIBU

CF-1R

✔ Single Family  Addition Alone   Multi Family  Existing+ Addition/Alteration

Building Type

Project Name

(Part 1 of 5)

CA Climate Zone 06

Total Cond. Floor Area

Project Name

Date

6/23/2011

Addition

5,921

# of Stories

n/a

FIELD INSPECTION ENERGY CHECKLIST

✔ No  Yes  HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ✔ Yes   No Special Features -- If Yes, see Part 2 of 5 of this form for details.

✔ No  Yes  HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form.

INSULATION Construction Type

Area (ft2)

Special Features (see Part 2 of 5)

Cavity

Wall

Wood Framed

R-19

4,146

New

Roof

Wood Framed Attic

R-25

5,408

New

Slab

Unheated Slab-on-Grade

None

4,742

Floor

Wood Framed w/o Crawl Space

R-19

813

Status

PERFORMANCE CERTIFICATE: Residential Building Type

MARTIN RES.

(Part 2 of 5)

CF-1R

✔ 

Single Family  Addition Alone  Multi Family  Existing+ Addition/Alteration

CERTIFICATE OF COMPLIANCE: Residential

Date

Project Name

Surface Type

The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted.

Wall Wall Wall Wall Roof Slab Floor Wall Wall Wall Roof Floor Slab Wall Wall Wall

Status

New

Perim = 462'

CF-1R

Single Family  Addition Alone  Multi Family  Existing+ Addition/Alteration

Date

6/23/2011

OPAQUE SURFACE DETAILS

SPECIAL FEATURES INSPECTION CHECKLIST

The DHW System Heat Transfer Products PH199-119 is a non-NAECA large storage gas water heater. Verify DHW details.

✔ Yes   No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special 2 ) (ft Features (see Part 2 of 5) Construction Type Cavity

Building Type

MARTIN RES.

6/23/2011

(Part 4 of 5)

✔ 

1024 harding ave. no. 202 venice, california 90291 310.663.6692

New

Area 133 291 441 151 2,908 2,929 127 293 180 25 676 665 11 150 123 174

UInsulation Factor Cavity Exterior Frame Interior Frame Azm 0.074 0.074 0.074 0.074 0.038 0.730 0.048 0.074 0.074 0.074 0.038 0.048 0.730 0.074 0.074 0.074

R-19 R-19 R-19 R-19 R-25 None R-19 R-19 R-19 R-19 R-25 R-19 None R-19 R-19 R-19

0 180 90 270 0 0 0 0 90 270 0 0 0 0 180 90

Tilt 90 90 90 90 22 180 180 90 90 90 22 180 180 90 90 90

Joint Appendix 4

Status New New New New New New New New New New New New New New New New

Location/Comments 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 2 - First Floor 2 - First Floor 2 - First Floor 2 - First Floor 2 - First Floor 2 - First Floor 3 - First Floor 3 - First Floor 3 - First Floor

4.3.1-A5 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.2.1-A7 4.4.7-A1 4.4.2-A4 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.2.1-A7 4.4.2-A4 4.4.7-A1 4.3.1-A5 4.3.1-A5 4.3.1-A5

FENESTRATION SURFACE DETAILS ID

UExterior Factor SHGC Overhang Sidefins Shades

Status

Front (N)

351.9

0.360

0.28

none

Bug Screen

New

Rear (S)

156.0

0.360

0.28

5.0

none

Bug Screen

New

Rear (S)

150.0

0.360

0.28

1.0

none

Bug Screen

New

Rear (S)

378.0

0.360

0.28

none

Bug Screen

New

Left (E)

387.5

0.360

0.28

none

Bug Screen

New

Right (W)

418.5

0.360

0.28

5.0

none

Bug Screen

New

20.3

0.360

0.28

none

None

New

119.2

0.360

0.28

none

Bug Screen

New

Skylight Right (W)

HVAC SYSTEMS Qty. Heating

Min. Eff

Cooling

Min. Eff

Thermostat

Status

UExterior Factor SHGC Overhang Sidefins Shades

Status

HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given.

Min. Eff

Cooling

Min. Eff

Thermostat

Status

Central Furnace

96% AFUE

Split Air Conditioner

13.0 SEER

Setback

New

Split Heat Pump

8.00 HSPF

Split Heat Pump

16.0 SEER

Setback

New

Central Furnace

96% AFUE

Split Air Conditioner

13.0 SEER

Setback

New

Split Heat Pump

8.00 HSPF

Split Heat Pump

16.0 SEER

Setback

New

Central Furnace

96% AFUE

Split Air Conditioner

13.0 SEER

Setback

New

Duct R-Value

HVAC DISTRIBUTION Location Heating

Duct R-Value

Cooling

Duct Location

Cooling

Duct Location

ZONE 1 HVAC

Ducted

Attic, Ceiling Ins, vented

6.0

New

ZONE 4 HVAC

Ductless / with Fan

Ductless

n/a

New

ZONE 2 HVAC

Ducted

Attic, Ceiling Ins, vented

6.0

New

ZONE 5 HVAC

Ductless / with Fan

Ductless

n/a

New

ZONE 3 HVAC

Ducted

Attic, Ceiling Ins, unvented

6.0

New

WATER HEATING Qty. Type Large Gas

Gallons

Min. Eff

Distribution

Status

119

0.96

All Pipes Ins

New

ID: 122506

Page 3 of 27

SHGC

Azm

Status

Glazing Type

0.28 NFRC 0.360 NFRC 0 New Marvin Wood - LoE Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 180 New 0.360 NFRC 180 New 0.28 NFRC Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 180 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 90 New Marvin Wood - LoE 90 New 0.360 NFRC Marvin Wood - LoE 0.28 NFRC 0.360 NFRC 0.28 NFRC 90 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 270 New Marvin Wood - LoE Marvin Wood - LoE 0.28 NFRC 0 New 0.360 NFRC 0.360 NFRC 0.28 NFRC 0 New Marvin Wood - LoE 90 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 0.28 NFRC 0 New 0.360 NFRC Marvin Wood - LoE 0 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 0.28 NFRC 180 New Marvin Wood - LoE 0.360 NFRC Marvin Wood - LoE 0.28 NFRC 0.360 NFRC 180 New 0.360 NFRC 0.28 NFRC 90 New Marvin Wood - LoE 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value

Location/Comments 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 2 - First Floor 2 - First Floor 3 - First Floor 3 - First Floor 3 - First Floor 3 - First Floor 3 - First Floor

WATER HEATING Qty. Type

Gallons

EnergyPro 5.1 by EnergySoft

Min. Eff

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Status

Distribution

Status

EnergyPro 5.1 by EnergySoft

RunCode: 2011-06-23T12:06:24

User Number: 1348

Page 4 of 27

ID: 122506

RunCode: 2011-06-23T12:06:24

ID: 122506

Page 5 of 27

Exterior Shade Type Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen None Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen

EnergyPro 5.1 by EnergySoft

SHGC 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 1.00 0.76 0.76 0.76 0.76 0.76 0.76 0.76

Window Hgt Wd

Len

Overhang Hgt LExt

RExt

8.0 8.0

19.5 18.8

5.0 1.0

0.1 0.1

5.0 2.0

8.0

14.3

5.0

0.1

5.0

User Number: 1348

RunCode: 2011-06-23T12:06:24

Dist

Left Fin Len Hgt

Dist

ID: 122506

Right Fin Len Hgt

Page 7 of 27

AR CH SED IT

KIRK! BLASCHKE

RunCode: 2011-06-23T12:06:24

User Number: 1348

EnergyPro 5.1 by EnergySoft

Status

Window 150.0 156.0 Window Window 150.0 Window 50.8 24.0 Window 96.0 Window Window 85.0 418.5 Window Skylight 20.3 Window 52.2 Window 35.0 Window 49.0 Window 16.5 Window 102.6 9.6 Window Window 36.0 (1) U-Factor Type: (2) SHGC Type:

U-Factor

EXTERIOR SHADING DETAILS

HVAC SYSTEMS Qty. Heating

HVAC DISTRIBUTION Location Heating

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Area

FENESTRATION Orientation Area(ft2)

Type

C-30765

A ST

CERTIFICATE OF COMPLIANCE: Residential Project Name

Building Type

MARTIN RES.

(Part 4 of 5)

CF-1R

✔ Single Family  Addition Alone   Multi Family  Existing+ Addition/Alteration

Date

6/23/2011

OPAQUE SURFACE DETAILS Area

Wall Roof Slab Wall Wall Wall Wall Roof Slab Floor Wall Wall Wall Wall Roof

454 996 996 249 194 209 334 313 806 21 201 106 212 228 514

R-19 R-25 None R-19 R-19 R-19 R-19 R-25 None R-19 R-19 R-19 R-19 R-19 R-25

270 0 0 0 180 90 270 0 0 0 0 180 90 270 0

Tilt 90 22 180 90 90 90 90 22 180 180 90 90 90 90 22

Joint Appendix 4

Status New New New New New New New New New New New New New New New

4.3.1-A5 4.2.1-A7 4.4.7-A1 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.2.1-A7 4.4.7-A1 4.4.2-A4 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.2.1-A7

Location/Comments 3 - First Floor 3 - First Floor 3 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor

System Name

Zone Name

17 18 19 20 21 22 23 24 25 26 27 28 29 30

Window Window Window Window Window Window Window Window Window Window Window Window Window Window

(1) (2)

Area 51.3 56.0 19.0 96.0 15.0 56.0 15.0 43.9 9.2 84.0 20.0 21.0 19.5 24.0

U-Factor Type: SHGC Type:

U-Factor 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360

NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC

SHGC 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28

Azm

NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC

Status

270 0 0 180 180 90 90 270 0 180 180 90 90 270

New New New New New New New New New New New New New New

Glazing Type Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE

EnergyPro 5.1 by EnergySoft

SHGC

Removed

Volume

Year Built

29,285 6,760 9,961 8,064 4,114

Len

Overhang Hgt LExt

RExt

Dist

Left Fin Len Hgt

Dist

User Number: 1348

NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1R, CF-1R-ADD, or CF1R-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1R Form with plans. §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111(a).

§150(b): Loose fill insulation shall conform with manufacturer’s installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. 5,921

Totals System Name

*§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor.

§150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF-1R Form.

Qty.

Heating Type

Min. Eff.

Cooling Type

Min. Eff.

Thermostat Type

Status

Central Furnace

96% AFUE Split Air Conditioner

13.0 SEER Setback

New

ZONE 2 HVAC

Central Furnace

96% AFUE Split Air Conditioner

13.0 SEER Setback

New

ZONE 3 HVAC

Central Furnace

96% AFUE Split Air Conditioner

13.0 SEER Setback

New

ZONE 4 HVAC ZONE 5 HVAC

1 1

Split Heat Pump Split Heat Pump

8.00 HSPF Split Heat Pump 8.00 HSPF Split Heat Pump

16.0 SEER Setback 16.0 SEER Setback

New New

HVAC DISTRIBUTION System Name

Heating

Cooling

Duct R-Value

Duct Location

ZONE 1 HVAC ZONE 2 HVAC

Ducted Ducted

Attic, Ceiling Ins, vented Attic, Ceiling Ins, vented

6.0 6.0

ZONE 3 HVAC

Ducted

Attic, Ceiling Ins, unvented

6.0

ZONE 4 HVAC ZONE 5 HVAC

Ductless / with Fan Ductless / with Fan

Ductless Ductless

n/a n/a

Right Fin Len Hgt Qty.

Type

Distribution

Rated Input (Btuh)

All Pipes Ins

199,000

MULTI-FAMILY WATER HEATING DETAILS

Control

Ducts Tested?

    

New New New New New

Qty.

Plenum

EnergyPro 5.1 by EnergySoft

User Number: 1348

Tank Cap. (gal)

Energy Factor or RE

Standby Loss or Pilot

Ext. Tank Insul. RValue

119

0.96

0.78 %

0.0

Outside

Buried

System Name

Pipe Length

Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)1A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight-fitting damper and or a combustion-air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited.

Status New

Pipe Diameter

§110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA.

Insul. Thick.

     RunCode: 2011-06-23T12:06:24

§150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(l): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration.

Space Conditioning, Water Heating and Plumbing System Measures: Status

HYDRONIC HEATING SYSTEM PIPING

Hot Water Piping Length (ft)

     Page 8 of 27

6/23/2011

*§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor.

System Name

ID: 122506

Date

MARTIN RES.

§118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF-1R Form.

Large Gas Heat Transfer Products PH199-119 1

RunCode: 2011-06-23T12:06:24

MF-1R

§117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed.

ZONE 1 HVAC

0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76

(Page 1 of 3)

Building Envelope Measures:

WATER HEATING SYSTEMS Window Hgt Wd

MANDATORY MEASURES SUMMARY: Residential Project Name

Date

6/23/2011

HVAC SYSTEMS

116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value

Exterior Shade Type Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen

Floor Area (ft ) Existing Altered

2,929 676 996 806 514

Location/Comments 3 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor

EXTERIOR SHADING DETAILS 17 18 19 20 21 22 23 24 25 26 27 28 29 30

✔ Single Family  Addition Alone   Multi Family  Existing+ Addition/Alteration

New

1 - First Floor 2 - First Floor 3 - First Floor 4 - First Floor 5 - Second Floor

ZONE 1 HVAC ZONE 2 HVAC ZONE 3 HVAC ZONE 4 HVAC ZONE 5 HVAC

Eff. Premium

Type

CF-1R

FENESTRATION SURFACE DETAILS ID

(Part 5 of 5)

BUILDING ZONE INFORMATION

UInsulation Factor Cavity Exterior Frame Interior Frame Azm 0.074 0.038 0.730 0.074 0.074 0.074 0.074 0.038 0.730 0.048 0.074 0.074 0.074 0.074 0.038

Building Type

Project Name

MARTIN RES.

Add ½” Insulation

Surface Type

CERTIFICATE OF COMPLIANCE: Residential

§150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(j)1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. §150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space.

MANDATORY MEASURES SUMMARY: Residential

(Page 2 of 3)

Project Name

MF-1R Date

MARTIN RES.

6/23/2011

§150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150(m)7: Exhaust fan systems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. §150(m)10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard.

Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36” of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. §114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p).

Residential Lighting Measures:

MANDATORY MEASURES SUMMARY: Residential

(Page 3 of 3)

Project Name

6/23/2011

§150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manualon occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exception1 to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119.

§150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or linevoltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw-base socket.

Page 9 of 27

EnergyPro 5.1 by EnergySoft

User Number: 1348

RunCode: 2011-06-23T12:06:24

ID: 122506

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

title 24 energy calculations

§150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet.

Drawing File Scale Drawn By

n/a krb

Job loubek Sheet

Page 10 of 27

EnergyPro 5.1 by EnergySoft



User Number: 1348

RunCode: 2011-06-23T12:06:24

ID: 122506

Sheet Title

§150(j)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation.

ID: 122506

O F CA I F O R L

MF-1R Date

MARTIN RES.

REN. 04.30.13

Page 11 of 27 EnergyPro 5.1 by EnergySoft

User Number: 1348

RunCode: 2011-06-23T12:06:24

ID: 122506

Page 12 of 27

A0.3

coastal development permit

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

coastal development permit Drawing File Scale Drawn By

n/a krb

Job martin and costin Sheet

A0.4

coastal development permit

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

coastal development permit Drawing File Scale Drawn By

n/a krb

Job martin and costin Sheet

A0.5

coastal development permit

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

coastal development permit Drawing File Scale Drawn By

n/a krb

Job martin and costin Sheet

A0.6

city of malibu notes 180. New buildings and any additions, alterations or repairs to existing buildings located in or moved within any fire hazard severity zone within state responsibility areas or any wildland-urban interface fire area designated by Los Angeles County Fire Department for which an application for a building permit is submitted on or after january 1, 2008, shall comply with the requirements of this chapter. (ord. 2007-0108 § 3 (part), 2007)! ! 181. Prior to building permit final approval the property shall be in compliance with the vegetation clearance requirements prescribed in California Public Resources Code 4291 California Government Code Section 51182 and the Los Angeles County Fire Code Title 32. (Ord. 2007-0108 § 3 (part), 2007)! ! 182. Roof covering shall be Class A as specified in Section 1505.2. Where the roof profile allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be firestopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. Wood-shingle and wood-shake roofs are prohibited in Very High Fire Hazard Severity Zones (VHFHSZ) regardless of classification. (Ord. 2007-0108 § 3 (part), 2007.)!

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

AR CH SED IT

KIRK! BLASCHKE

C-30765

REN. 04.30.13

144. Prior to sealing interior plaster or drywall, Contractor shall verify any surfaces to receive paper, and shall obtain written approval of the specific sealer product to be used from the paper manufacturer and hanger.! ! 145. All interior wood specified to be stained such as paneling, cabinets, doors and other woodwork shall have a 3 coat minimum open pore finish. Finish to be selected by Architect. On soft woods, apply a coat of sanding sealer prior to staining. Confirm stain and finish selections with Architect and provide finished samples on the actual woods used for Architect's and Owner's approval prior to starting work.! ! 146. Unpainted block fill exterior concrete masonry type units to be clear sealed and shall be sealed with an Ashford formula penetrating sealer as approved by Architect.! ! 147. Prior to application, advise Owner and Architect of any finishes, factory or site applied, which do not or cannot meet highest quality specification standards.! ! ! UTILITIES, PLUMBING, DRAINAGE, ETC.! ! 148. Contractor shall be responsible for costs for temporary power and telephone service during construction unless any previous arrangements have been made with Owner. See Electrical Plans for electrical work.! ! 149. Except as provided by Architect in the Construction Documents, Contractor shall design, prepare necessary plans, have plans checked, obtain and include price for plumbing permits for all plumbing systems and equipment.! ! 150. Secure necessary approvals and reroute any existing utility lines, conduits or equipment in conflict with new construction and confirm rerouting with Architect, and note such rerouting on the record drawings.! ! 151. Provide and install new underground water and gas supply lines and verify that meter, main, tank and line sizes are adequate to provide acceptable pressure and volume to all fixtures and appliances.! ! 152. An approved Seismic gas shutoff valve will be installed on the fuel gas line on the down stream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping.! ! 153. All new water supply lines shall be copper and all new and accessible existing hot water lines shall be insulated with R-4 or greater pipe insulation with vapor barrier. No soft copper lines permitted.! ! 154. All underground copper lines shall be Type L.! ! 155. Copper lines shall have insolation couplings where connecting to existing galvanized iron or steel pipe which cannot be changed to copper.! ! 156. Main water line to domestic system shall be installed with separate gate valve and pressure regulator at house entry point.! ! 157. Hose bibs and irrigation systems except, at roof decks, shall not be connected to building water system, but shall be fed from main water line before building system pressure regulator and main valve.! ! 158. All hose bibs must have an approved anti-siphon device. CPC 603.3! ! 159. All hot and cold shower and tub supply lines shall be minimum 3/4" and water system shall be designed to assume full capacity of 3/4” pipes.! ! 160. Provide a 12” minimum access panel to bathtub trap connection unless plumbing is without slip joints. Verify location with Architect prior to rough plumbing.! ! 161. Provide individual control valves of the pressure balance or the thermostatic mixing valve type for showers and tub showers.! ! 162. Provide ultra flush water closets (1.6 gallon/flush), showerheads (2.5 gpm) and faucets (2.5 gpm) for all new construction. Existing showerheads and toilets must be adapted for low water consumption.! ! 163. Provide new main underground sewer lines and new waste lines of sufficient size, including accessible cleanouts at connections, bends or elsewhere as required by code.! ! 164. Strap all fire place gas lines in place and pressure test for leaks, including section of lines from key valves to log lighters, and repair any leaks prior to enclosing walls. Gas line holes through fireboxes should be grouted solid to prevent pipe movement and to close any air leakage.! ! 165. All waste lines and roof drain piping shall be cast iron, except all vent pipes throughout and waste lines in crawl space shall be A.B.S. as approved per ASTM Standard D2261-73. ! ! 166. Roof deck drains shall be unlacquered brass, shall be of highest quality, and shall be provided with emergency overflow scupper with separate drain routes.! ! 167. Plumbing vents shall be joined under the roof as often as possible to minimize roof penetrations. Roof vents shall be located so as to be minimally visible and intrusive. Verify locations with architect prior to installation.! ! 168. Catch basins shall be installed where indicated on civil engineer's plans! ! 169. Unless otherwise noted or required by code, all underground storm drain lines shall be PVC min. Schedule 40 and min. 4" diameter or greater as required to handle load. All connections shall be properly joined and sealed so that they are water-tight. See ROOF section for additional information regarding coordination with roof drainage.! ! 170. Lines under a public sidewalk shall be cast iron, min. 4" diam., constructed per Public Works requirements.! ! 171. Examine and have inspected all existing plumbing and waste lines prior to starting work, and clean clogged lines and replace any existing plumbing in poor condition, advising Owner of extra expense prior to doing work.! ! 172. Flush out all new and old water supply lines prior to connecting fixtures.! ! 173. Maintain adequate and constant water supply to all existing plumbing fixtures, hose bibs and sprinkler systems desired by Owner during construction.! ! 174. Primary condensate to run from F.A.U. or air handler to side tap tee at bathroom sinks of per civil drainage drawings. Secondary condensate piping to run and daylight outside building above a door or window as approved by Architect.! ! 175. All new hot water heaters shall be American or equal, C.E.C. certified, rapid recovery, sized to provide adequate volume of hot water to fixtures served, and installed on smitty pans with concealed drains to exterior. Heater drains and T & P valves shall be positioned and extended to drain into smitty pan. The minimum capacity for water heaters shall be in accordance with the first hour rating listed in UPC Table 5-1. All hot water heaters shall be strapped to wall as required by applicable codes.! ! 176. Wrap storage type water heaters and storage and backup tanks for solar water heating systems with minimum R-12 insulation exterior and R-16 for interior.! ! 177. Install an insulated hot water recirculating system on a timer to within 10'-0” of all fixtures, with pump and aquistat locations at the hot water heater.! ! 178. All plumbing fittings shall be C.E.C. certified.! ! 179. All exposed angles, traps, drains, etc. shall be provided in the same finish as the specified plumbing fittings for that particular fixture. These items shall be considered to be included in the rough plumbing costs and shall not be included in the plumbing fixture/ fitting costs.!

106. Confirm stucco finish with Architect prior to finalizing estimate & provide samples for Owner/Architect approval.! ! 107. Unless noted otherwise, all plaster and drywall materials and installation shall be according to current U.S. Gypsum Handbook specifications and applicable code requirements. Use waterproof drywall in all bathrooms, kitchens, janitor's closets and wet areas.! ! 108. Standard drywall Installations: block all panel edges and use drywall screws for all panel interior (field) fastening. All corner beads and edge trim shall be set level or plumb, straight and true and checked prior to taping. Go over taping as many times as necessary to obtain an even finish prior to applying skim coat. Apply skim coat and level 4 finish plaster. No tape joints or screw locations shall be visible. When completely dry, roll on paint primer coat (do not brush or spray), then sand lightly to smooth finish. Touch up drywall as required and spot prime touch-ups prior to applying final paint coats.! ! 109. Interior 2-coat gypsum wallboard veneer coat installations shall be: one layer Kal-Kote Gold Bond Kal-Kore 5/8” (blue board) with 3/4” screw penetration into framing. Veneer plaster shall consist of a maximum 1/8” Kal-Kote base plaster under a minimum 1/16” thick finish coat. Uni-Kal finish to be smooth coat, ready for semi-gloss paint. Provide 4'x 8' sample area for Architect/Owner review.! ! 110. Installation of marble, granite or other stone slabs 3/4” or more in thickness shall be in accordance with the Masonry Institute of America and Building Stone Institute guidelines number. Verify all corner, edge, splash, and other details with Architect prior to starting construction.! ! 111. All ceramic, marble, granite, slate or other tile work shall be according to current standards and specifications of the Tile Council of America and Ceramic Tile Institute. Verify all layouts, trim shapes, grout selections and width, and other specifications with Architect prior to ordering tile.! ! 112. Unless otherwise specified, tile shall be installed on a wire-reinforced 1 1/4” minimum mortar bed over a cleavage membrane in accordance with ceramic tile institute #F145-03. All dust shall be completely washed off tile prior to application of the bond coat. Bonding mortar shall cover 100% of both the tile and the surface to be covered approximately 1/8" thick. On marble tile, use gray bonding mortar with darker tile, white bonding mortar with light colored tile.! ! 113. The use of gypsum board for tiled walls or ceilings in showers and other wet areas is prohibited, even for backing.! ! 114. Provide 70 inch high, min. non-absorbent wall adjacent to shower and approved shatter resistant materials for shower enclosure.! ! 115. Installation of quarry or clay tile, brick or other ceramic or masonry products shall use a max. of .6% by weight low alkali sulfate cement mortar with clean washed sand and alkali sulfate-free water to control efflorescence. Contractor shall require tile or brick manufacturer to wick test and certify in writing to Architect that material is non-efflorescence contributing.! ! 116. Tile grout shall be by Laticrete or Architect approved equal. Grout joint thickness shall be minimized, verify grout color and joint thickness with Owner/Architect. Use appropriate Laticrete system as recommended by manufacturer based on grout joint thickness. Grout to be sealed with a minimum of 2 coats of 511 Porous Plus Miracle Sealer or Architect approved equal.! ! 117. All interior stone to be sealed with a minimum of 2 coats of 511 Porous Plus Miracle Sealer or Architect approved equal.! ! 118. Order all ceramic tile and other finish materials with enough lead time so that ordered material can be confirmed as acceptable, and any unacceptable material replaced, without delaying construction.! ! 119. Finish caulking for tubs, counters, and other items shall be color matched per Architect's direction with Dap latex caulk with silicon.! ! 120. Wood for floors shall be top grade kiln dried material, delivered to the job site and allowed to acclimatize inside the finished heated or air conditioned space for at least two weeks prior to installation. Wood floors shall be installed over a membrane layer of Rosinsized (pink) paper over plywood subfloor, except on the any floor above crawl space where a seamed taped 10 mil. polyethylene vapor barrier shall be provided. Do not use felt or asphalt paper. General Contractor and flooring contractor shall confirm installation and finishing specifications with architect prior to ordering material.! ! 121. Unless noted otherwise, wood floors shall be stained per sample provided to owner/arch. for their review and be finished with a minimum 3-coats of Hardco non-yellowing Moisture Cure clear urethane, satin finish, applied per manufacturer's recommendations. Provide sample for Owner/Architect review.! ! 122. All cabinetry and mill work shall be according to current Woodworkers Institute of California Handbook Standards, premium grade. All normal applied weight drawers and sliding units, excluding narrow 2 1/2” deep or less “pencil drawers”, to be installed with full extension Blum Blumotion “soft close” under drawer mount tracts, verify heavyweight track locations with architect prior to installation. Cabinet subcontractor shall submit detailed shop drawings of all cabinets, counters, and other built-in cabinetry to Architect for review. Confirm cabinet style, construction type, hinges and hardware with Architect prior to finalizing construction contract. Install pairs of small clear rubber cushions inside all doors and drawer fronts. Provide cabinet and drawer panel sample for Owner/Architect review. Cabinet doors, and drawer faces shall be 1” thick, typ. Larger pantry or linen cupboard style doors shall be 1 1/4” thick U.N.O. Cabinet doors with traditional butt hinges shall be provided with high quality adjustable solid brass ball catch closing device.! ! 123. Verify materials and finish of all cabinetry. Paint grade cabinetry and shelves shall be birch. All cabinet doors and drawers to be surrounded by 1/4” rounded bead. Drawer interiors to be birch plywood with 1/2” sides and backs with eased edge. If specified in drawings “dove-tailed” drawer box construction shall be built using 1/2” thick clear select alder. Cabinet and drawer interiors shall be lacquered. Interior cabinet shelves shall be paint grade 3/4” plywood with edge banding.! ! 124. Over counter, under cabinet lighting shall be mounted towards the front of the cabinet. The bottom of the cabinet shall be built w/ a false bottom to conceal all conduits. The lights shall be recessed under the cabinet sufficiently so that they are not visible from a seated position. Verify lighting specification with owner/architect prior to fabrication.! ! 125. Provide 30” vertical clearance above cooking top to unprotected combustible materials.! ! 126. All custom run wood moldings, paneling and other millwork shall be tested before, during and after milling so the proper moisture content (dryness) is consistently maintained.! ! 127. All closet poles shall be natural wood dowel style U.N.O. and shall be provided with diagonal wood bracing at 4 foot maximum intervals, typ. Verify bracing locations and details with architect prior to installation.! ! 128. Include in construction contract installation of all finish hardware, including but not limited to cabinet pulls, knobs, door stops, towel bars, toilet paper holders and other miscellaneous items, regardless of whether these items are supplied by Owner or an allowance.! ! 129. Review railings and railing details with Architect prior to finalizing contract. Railing subcontractor shall submit samples and detailed shop drawings for Architect's review prior to manufacture.! ! 130. Install spark arrestors at tops of all chimneys: Min. 12 ga. welded wire with a max. opening of 1/2 inch or equal. Total net area min. four times the size of the flue.! ! 131. See PAINTING section for painting notes. ! ! ! ! PAINT! ! 132. Include within the scope of the work preparation, priming and finish painting of exterior walls affected by additions and remodeling and interior walls and ceilings, including doors, sash and trim work. Confirm any exposed beams, decking, cabinets or wood to be stained and/or clear-sealed prior to ordering. Confirm paint, stain and finish selections and specifications with Architect, submit color samples and apply sample colors on actual surfaces to be painted for Architect's review prior to ordering material.! ! 133. Before beginning, inspect all work to be painted or stained and report to Architect any conditions which will prevent a quality finish from being accomplished. Commencing of work by the Contractor indicates his acceptance of the surfaces.! ! 134. All spaces shall be broom clean, and all surfaces to be painted shall be dry and clean.! ! 135. All woodwork shall be cleaned, sanded and dusted before painting. All woodwork shall be sanded lightly between coats.! ! 136. All wood to be painted to have all knots, pitch and sapwood gouged out and filled with paintable non-shrinking material: putty all nail holes, cracks, open joints and other defects.! ! 137. Tops and bottoms of all doors shall have a full finish system.! ! 138. To avoid overpainting on finished hardware, including door hinges, all cabinets, wood windows, and doors shall be hung, completely weatherstripped and fitted with locksets and finish hardware, then entirely removed and stripped of hardware for finish painting and/or staining.! ! 139. Remove all electric plates, surface hardware, etc., before painting, protect, and replace when completed.! ! 140. Except as noted, all exterior paint shall be as manufactured by Benjamin Moore or approved equal. All interior paint shall be manufactured by Benjamin Moore. All material shall arrive at the job in unbroken containers with manufacturer's label clearly visible. Unless otherwise noted, all paints shall be applied in strict accordance with manufacturer's specifications and recommendations.! ! 141. Painting coats as specified are intended to cover surfaces completely; if not, further coats shall be applied.! ! 142. Provide minimum of 5 gallons of paint for every color used on the project for “attic stock” for owners. All paint containers to be clearly labeled with paint brand, color and location of where paint was used. Confirm storage location with owner.! ! 143. All exterior stains shall be Cabot's or approved equal.!

80. Thermostatically controlled heating or cooling systems (except heat pumps) shall have an automatic thermostat with a clock mechanism which can be manually programmed to automatically set back the thermostat set points for at least two periods within 24 hours.! ! 81. Also see MECHANICAL notes.! ! ! DOORS, WINDOWS! ! 82. Prior to installation, all exterior door threshold pans and all window sill flashing shall be provided with a high temperature bitumen membrane underlayment, all painted wood door and window frames shall be primed with an oil-based primer, including back sides of frames, frame backs and end grain cuts. Stained wood frames shall be back-primed so as not to show in finish. See door & window schedules.! ! 83. Provide tempered glazing in the following locations CBC 2406.3:! a. Glazing in ingress and egress doors! b. Glazing in fixed and sliding panels of sliding doors and panels in swinging doors! c. All glazing less than 60" above a shower or tub floor.! d. Glazing where the nearest exposed edge of teh glass is within 24" arc or either vertical edge of a door.! e. Glazing in stair landings and within 5 feet of the top or bottom of stairway and less than 5 feet above the! walking surface.! f. Glazing in walls and fences used as the barrier for swimming pools and spas.! ! 84. All glass used for glazing exterior openings shall be limited in area and thickness as required by applicable codes.! ! 85. All new openings in exterior walls, including windows and doors, shall comply with applicable code specifications for security openings. See Security Notes and Door and Window Schedules for additional information.! ! 86. All legal fire exits shall be marked and, if required, lighted per code and shall be openable from inside without a key or any special knowledge.! ! 87. All exterior and interior doors shall be installed with 1-1/2 pair of hinges unless noted otherwise. Verify hinge type and finish with Architect prior to ordering. ! ! 88. All exterior doors and windows shall be weatherstripped at heads, jambs, and meeting stiles with continuous Pemco Vinyl Kerf-in weatherstripping. All exterior door sills shall be provided with extruded bronze interlocking thresholds, on top of wood thresholds, with concealed bronze hooks and rain drips. Weatherstripping shall be Pemko or equal as approved by Architect.! ! 89. All new exterior door thresholds shall be made of continuous and solid 2” thick, sloped to drain, teak or architect approved equal.! ! 90. See ENERGY section for additional information regarding weatherstripping, etc.! ! ! SECURITY NOTES! ! 91. For all openings marked as security openings on the door and window schedules, the following shall apply:! ! ο SWINGING DOORS ! ! a. Door stops of in-swinging doors shall be of one-piece construction with the jamb.! b. All wood doors shall be of solid core construction with a minimum thickness of one and three-fourths! inches, or with panels not less than nine-sixteenths of an inch thick. Swinging doors shall comply with! Uniform Building Code Standard 10-5, Part I. Doors in pairs shall be tested in pairs. ! c. All pin-type hinges which are accessible from outside the secured area when the door is closed shall have a! non-removable hinge pins.! d. The strike plate for latches & the holding device for projecting deadbolts shall be secured to the jamb &! wall framing with 2 1/2" long screws. ! e. A single or double door shall be equipped with a single cylinder deadbolt lock. This deadbolt lock must be! actuated by a key from the exterior and a knob or thumb turn from the interior and when projected becomes! locked against return by end pressure. The bolt shall have a minimum projection of one inch and be! constructed so as to repel cutting tool attack. The deadbolt shall have an embedment of at least three-fourths! of an inch into the strike receiving the projected bolt. The cylinder shall have a cylinder guard, a minimum of! five pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least! one-fourth of an inch in diameter. All installation shall be done so that the performance of the locking device! will meet the intended anti-burglary requirements. A dual locking mechanism constructed so that both! deadbolt and latch can be retracted by a single action of the inside door knob, or lever, may be substituted! provided it meets all other specifications for locking devices. ! f. The inactive leaf of double door(s) shall be equipped with metal flush or surface bolts having a minimum! embedment of five-eighths of an inch into the head and threshold of the door frame.Single-swinging doors! and the active leaf of doors in pairs shall be equipped with an approved exterior key-operating deadbolt which! has been tested in accordance with Uniform Building Code Standard 10-5, Part I. See Chapter 10 of the! California Building Code for requirements on door operation for exiting.! g. Glazing in exterior doors or within forty inches of any locking mechanism shall be of fully tempered glass or! rated burglary-resistant glazing, except when double cylinder deadbolt locks with a key retaining feature are! installed.! h.Except where clear vision panels are installed, all front exterior doors shall be equipped with a wide angle! (one hundred eighty degrees) door viewer. ! ! ο SLIDING DOORS! ! a. Sliding glass doors shall have fully tempered glass complying with local code.! b. Sliding glass doors shall be equipped with locking devices and shall be so constructed and installed that they! remain intact and engaged when subjected to the tests specified by local code.! c. Sliding doors shall be provided with a device in the upper channel of the moving panel to prohibit raising! and removing of the moving panel in the closed or partially open position.! ! ο WINDOWS ! a. All operable windows shall be provided with substantial locking devices as required by applicable codes.! ! ο GARAGE DOORS! a. Garage doors shall be capable of being securely locked when not otherwise locked by power operation.! ! ! FINISHES, CABINETRY, RAILINGS, ETC.! ! 92. Actual material samples shall be submitted for Architect's and Owner's review of all final finish materials, paint and stains prior to ordering materials.! ! 93. Exterior stucco shall be minimum 3-coat application over 1-1/2" x 17 ga. woven- wire lath (by Davis-Walker, Tree Island or approved equal). Lath is to be installed over double layer, weather-resistive barrier applied in two (2) separate layers consisting of one (1) layer of 60-minute Grade D Type paper and one (1) layer of Typar House Wrap. Typar House Wrap is to be covered with Grade D paper to prevent direct adhesion and bonding of stucco to Typar. Do not use “wacker- tacker” type staples to secure weather-resistive barrier. Utilize spray adhesive such as “3M Super 77 to temporarily set weather-resistive barrier in position until lath can be installed. ! ! 94. All doors, windows and stucco wall penetrations are to be set over non-corrosive pan flashings with a maximum height back dam, end dams and continuous face flanges for integration into the the exterior weather-resistive barrier. The pan flashings are to be installed over a layer of self-adhering waterproofing ! 95. membrane terminating at the back of the pans with an L-metal stop and jamb returns. The intent of the back dam is to provide a vertical surface to receive the ! 96. sill waterproofing. ! ! 97. The rough openings of typical windows and doors are to be flashed with a minimum 25-mil self-adhering waterproofing membrane, such as Protecto Wrap's BT25 XL, or equal applied over solid blocking or backing. The self-adhering adhering waterproofing membrane shall be integrated into the weather-resistive barrier in a shingled fashion. Add non-reinforced corner boots to inside and outside corners. Apply the self-adhering adhering waterproofing membrane directly to clean and primed substrates. Do not install the self-adhering ! 98. waterproofing materials with voids, gaps or wrinkles. Hand roll the material with a rubber-clad, pressure roller to assure full adhesion with special emphasis at laps, seams and edges. ! ! 99. Fasten all stucco lath with furring nails. Staples shall not be utilized. ! ! 100. When plastering over open framing, the plaster thickness must be a min. of 7/8"; over masonry or concrete, a 2-coat min. 1/2" thickness is acceptable. All window, door and other opening corners as well as material changes (e.g. wood framing to masonry) shall be reinforced with expanded metal lath nailed diagonally across corner or material change edge. All stucco scratch and brown coats are to be ! ! 101. moist cured. Utilize acrylic add mixture/primer and reinforcing mesh feathered onto existing stucco a minimum of 12 inches. All stucco break outs are to be performed leaving a ragged chipped edge for patching.! ! 102. STUCCO FINISH COAT “CRACK REDUCTION SYSTEM”: The new stucco brown stucco coat is to receive a continuous acrylic base coat applied over the brown coat followed by a continuous, alkali-resistant fiberglass reinforcing mesh followed by the steel-trowel finish coat. ! ! 103. In locations where the existing stucco is to remain and is to be interfaced with the new stucco, the finish coat is to be removed by grinding or sand blasting down to the brown coat followed by the application of the the Stucco finish coat “Crack Reduction System”. ! ! 104. A base coat of 50% Dryvit Acrylic Primus and common cement to be applied directly onto the brown coat. (Extra attention to the detail of the brown coat phase is necessary.) While this coat is moist, a sheet of 3' fiber glass mesh is to be embedded into the wall surface. An additional coat of Primus and cement are then layered over the fiber mesh, which is layered down with a fiberglass float. The entire surface will be coated with an acrylic bonding adhesive such as "Deco Weld Bonder", La Habra's Acrylic Primer or equal to prior to application of the finish coat. ! ! 105. Install continuous weep screeds at base of stucco walls to lap over concrete foundations just below ground floor framing sill plate 6” above finish grade, typical. At all hard surface exterior paved surfaces such as patios, driveways, etc., install weep screed 3/8" above finished paving and leave uncaulked. Utilize, non-corrosive metal weep screeds and accessories at transitions of the stucco flashings into planters.

A ST

1. The word "Contractor" means the General Contractor and, where applicable by trade, Subcontractors.! ! 2. All communication between Contractor and Owner to be copied to Architect. Contractor shall be responsible for reviewing all notes prior to finalizing construction contract. ! ! 3. All construction and details shall be completed in full compliance with applicable local codes and requirements, including current handicap access and energy Title 24 requirements.! ! 4. Prior to finalizing contract prices, Contractor shall be responsible for reviewing and coordinating all notes and drawings to include any subcontract requirements or information which may not be indicated on subcontractor's sheets or notes, but which are indicated elsewhere in the construction documents.! ! 5. Verify all works, dimensions and details and report any discrepancies to the Owner and Architect prior to commencing work. During construction, the Owner and Architect are to be advised regarding any discrepancies in measurement, dimension, location or details prior to contractor's proceeding with that portion of the work.! ! 6. Consult representatives of local utilities, including gas, water, power, sewer, telephone and TV where applicable, concerning locations and availability of utilities prior to commencing work or connecting utilities, and be responsible for any damage to existing utility lines.! ! 7. Provide as built drawings on the site plan showing horizontal locations dimensioned from face of building and vertical elevations based on finished floor of all existing and new utility lines, mains, and meters. Deliver a reproducible copy to architect and owner upon completion of construction.! ! 8. Confirm any discrepancies between drawings or specifications and job site conditions with Architect prior to starting portions of the work affected.! ! 9. No changes to the construction contract shall be permitted without Architect's review. Written dimensions shall prevail over scaled dimensions on drawings. In no event is a dimension to be scaled off the drawings without prior approval from Architect.! ! 10. Floor plan dimensions are to face of stud or sheathing where sheathing occurs. Confirm sheathing locations w/ structural drawings.! ! 11. All new exterior walls shall be sheathed whether, required or not required, by the structural drawings.! ! 12. Where only portions of interior walls are required to be sheathed per structural drawings the contractor will sheath the remaining portion of the wall with plywood to create a uniform wall surface.! ! 13. Details are intended to show final effect and general intent of some specific and typical parts of construction. Contractor acknowledges that every special or unique condition cannot be detailed and shall be responsible for coordinating particular job site dimensions, details and conditions and will perform such work without additional cost to owner. Any modifications required in details are to be first reviewed and confirmed with the Architect prior to construction.! ! ! 14. Keep premises secure, clean, and hazard free. Contractor shall be responsible for maintaining his equipment, materials, and work in neat, clean, orderly, and safe condition at all times.! ! 15. Demolish existing construction as necessary to install new work, and remove all excess debris and materials, not required by construction or requested by Owner.! ! 16. Erect and maintain temporary barricades, weather protection, and dust-proof partitions as needed for protection against damage or accident, and maintain continuous and adequate protection of new & existing work and the Owner's property from damage or loss arising in connection with construction.! ! 17. Maintain in good condition any portions of the existing building and site to remain and replace or repair at contractor's expense any portions damaged as a result of the work, construction process or exposure to weather.! ! 18. Provide and maintain temporary toilet facilities on the job site.! ! 19. Review all items noted "ver.” or “verify with Architect/Owner " which might affect costs prior to finalizing construction contract and subcontracts, and confirm final decisions regarding selection, materials, color, finish or other specifications not yet decided regarding these items. Contractor shall include the cost of these items within the original contract price.! ! 20. Unless portions of the work contained within the construction documents are specifically itemized as not included in contract (NIC), they will be assumed to be included in the estimate or contract price.! ! 21. Allowance numbers shall only include the cost of material, shipping and taxes unless noted otherwise.! ! 22. Immediately notify the Owner of any extra costs arising from the execution of your contract or subcontracts and obtain Owner's written approval of same prior to doing the work.! ! 23. Contractor shall be responsible for supervising that all general and subcontract work is being accomplished according to the most current construction documents, including revisions.! ! 24. There shall be no use of any potentially hazardous materials or products in the construction, and Owner shall be advised of any potentially hazardous materials or products recommended, selected or specified prior to purchasing or installing.! ! 25. Provide proper ventilation, clearances and spark arrestors for all new fireplaces, ovens, hot water heaters, furnaces, vents and flues as required by the drawings, specifications and applicable codes.! ! 26. Provide fire extinguishers as required by the Fire Department and Inspector.! ! 27. Provide the Owner with record drawings, one blueline or one reproducible vellum and one record CD-ROM if appropriate, indicating all as-built architectural, structural and dimensional changes and indicating the location and size of all underground changes and the locations of all underground installations not covered in original drawings, change orders, supplemental drawings or in shop drawings. The Contractor shall submit completed record drawings to the Architect for his review. Such review shall not relieve Contractor of his responsibilities for the accuracy or completeness of the information recorded.! ! 28. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facilities (Power poles, pull-boxes, transformers, vaults, pumps, valves, meters, appurtenances, ect.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses.! ! SITEWORK, FOUNDATIONS, ETC.! ! 29. Prior to forming and pouring concrete, stake out all foundations and perimeter wall lines as shown on plans for Architect's review, confirm existing and new structures and property line locations and elevations, and verify setbacks and clearances in relationship to the survey and as shown in the construction documents.! ! 30. There shall be no trenches or excavations 5' or more in depth into which a person is required to descend, or obtain necessary permits from the applicable agencies prior to issuance of a building or grading permit.! ! 31. If adverse soil conditions are encountered, a soils investigation report may be required. Notify Architect and Owner of any unstable or questionable soil or geological conditions encountered during excavation.! ! 32. Where a Soils and/or Geology Report has been made, it shall be considered a part of the Construction Documents, and Contractor shall follow any recommendations contained therein.! ! 33. Provide basement and crawl space access and ventilation to all subfloor areas in accordance with local codes and confirm foundation vent locations with Architect prior to pouring foundations. ! ! 34. Where crawl space or interior room, pit or basement floor slabs are below exterior finish grade, provide drainage at footing perimeter and Miradri M860 waterproofing membrane protection system w/ Miradrain 6000 prefabricated drainage system on all exterior surfaces of foundation retaining walls. Drainage shall consist of 4" diameter PVC schedule 40 perforated pipe set below floor line, sloped to drain, and connected underground to approved storm drainage system or street. Direction of holes in pipe should face downward. Wrap gravel surrounding perforated pipe w/ Mirafi 140 N C non-woven fabric. ! ! 35. All concrete floor slabs set on or below exterior grades shall be poured over 2" sand bed over 10 mil visqueen vapor barrier over 2" sand bed over on natural or compacted soil per the soils engineer's recommnedation. ! ! 36. All concrete slabs to be partially removed shall first be neatly sawcut with no overcutting.! ! 37. Patching of concrete slabs shall be performed so as to leave the patch surface level with and matching the existing adjacent slab.! ! 38. Provide positive drainage of all finished grade surfaces, sidewalks and patios away from structures and verify that all areas affected by construction are properly drained, with no ponding.! ! 39. Remove all excavated or excess soil, debris and materials not required by construction. Confirm any items to remain with Architect and Owner prior to start of construction.! ! 40. A Wet Weather Erosion Control Plan (WWECP), utilizing sediment and erosion control BMPs, for projects that will leave disturbed soil during the rainy season (October 1 to April 15) is required. The WWECP must be prepared, for projects that have already broken ground, not less than thirty days prior to the beginning of each rainy season during which soil will be disturbed, and implemented throughout the entire rainy season. A copy of the WWECP shall be kept on the project site at all times beginning 30 days prior to the start of the rainy season through the end of the rainy season. For projects that will begin construction during the rainy season, the WWECP must be available 30 days before construction commences,. The WWECP must be submitted to the Bureau of Engineering, Public Works for review and approval. The WWECP is not a requirement for the issuance of a building or grading permit.! ! ! FRAMING, ETC.! ! 41. Remove and replace all termite damaged or infested wood in all portions of existing structure to remain. Verify with Owner and Architect if questionable.!

FRAMING, ETC.! ! 41. Remove and replace all termite damaged or infested wood in all portions of existing structure to remain. Verify with Owner and Architect if questionable.! ! 42. In addition to any structural grade requirements, all exposed wood beams and posts shall be selected for best appearance grade, with a minimum of knots, cracks and checks. ! ! 43. Provide access to all attic areas and plumbing as required by code and confirm access locations with Architect prior to framing.! ! 44. Coordinate framing with proposed locations of electrical, mechanical and plumbing work so as to avoid changes in framing which might conflict with proposed equipment, fixture or diffuser locations.! ! 45. Provide framed openings for medicine cabinets during rough framing, confirming size, location and heights of openings with Architect prior to framing of above mentioned items.! ! 46. Provide blocking as required for cabinets, toilet paper holders, towel bars and other specialty items.! ! 47. All exposed wood beams, decking or other members installed prior to enclosing the building envelope and completing roofing membrane shall be protected during construction against moisture, staining and other damage by protecting with weatherproof plastic wrappers and additional protective measures as may be required.! ! 48. All exposed framing shall be free from nicks, splinters, saw marks and other imperfections.! ! 49. All roof beams and supporting posts shall be anchored to provide resistance against uplift per structural drawings.! ! 50. See Structural Notes and Drawings for additional information.! ! ! ROOF, ROOF FLASHING & DRAINAGE! ! 51. All roofs to carry a 5 year warranty with subcontractor and shall meet code and specification requirements. Provide written submittal of roofing material to Architect/Owner.! ! 52. Contractor and Membrane Contractor(s) shall furnish an unconditional written warranty to Owner covering all materials and installation of all flashings and water-proof membranes for a period of 15 years following final completion of construction. ! ! 53. A qualified independent inspection service may be employed by the owner for inspection of the roof installation, including any insulation and flashings. Contractor shall confirm arrangements with Owner, Architect, manufacturer's representative and roofing contractor prior to construction.! ! 54. Where clay, stone, cement, or other heavy roofing tiles or shingles apply, roof areas shall be fully and evenly loaded with tiles to ultimate loading prior to applying lath and plaster to walls.! ! 55. All built up roof areas shall have min. 1/4" per foot pitch to drains for spans up to 20'-0", 1/2" per foot for spans over 20'-0". Emergency overflow scuppers or drains shall be installed with outlets 2" above principal roof drains, and shall be independent of principal roof drains or gutters.! ! 56. Unless noted otherwise, all roof area drains shall be large low profile cast iron general purpose drains with removable perforated domes to protect against clogging, and shall be installed with the recommended flashing. Use side outlet type where ceiling clearance requires it. Perforated domes shall be fine enough to prevent roof gravel from entering drain.! ! 57. All roof, parapet, chimney and other flashings shall be installed so that they are water-tight. In addition to flashing all roof penetrations, parapets and chimneys shall be wrapped with high temperature bitumen membrane. Notify Architect of any points where water or moisture may penetrate for additional water protective measures. ! ! 58. Parapet coping caps shall be installed so as to be continuous and level in long direction, with soldered seams, and shall be installed to slope slightly towards the roof side. Unless specified, sheet metal gauge shall be sufficient to withstand denting or bending.! ! 59. All scuppers, gutters, downspouts, leader boxes or other sheet metal work shall be properly flashed and shall have soldered or sealed waterproof joints. All bends, seams, splices or other connections shall be straight, smooth and continuous without dimples or dents. Unless specified, sheet metal gauge shall be sufficient to withstand denting or bending.! ! 60. Provide galvanic or bituminous insulation as approved by Architect between dissimilar metals.! ! 61. Unless otherwise noted, all concealed interior roof drain piping shall be cast iron, min. 4" diameter or larger, sufficient to handle roof and/or roof deck areas. All connections shall be water-tight.! ! 62. Provide rain gutters. All roof drainage shall be carried to the street or other code approved drainage area via non-erosive devices as required per Civil Engineering drawings. Verify drainage layout with Architect prior to installing. See UTILITIES section for additional information regarding drainage.! ! 63. Unless noted otherwise all roof decks over enclosed and/or usable areas shall consist of: ACZA treated sheathing sloped to drain under multi-coat applied polyurethane deck covering by Pacific Polymers, “Elasto-deck 5000 x 2” lapped up sides under L-flashing per details under reinforced mortar bed, under finish deck surface. Elasto-deck shall be installed by experienced, qualified installer.! ! ! ENERGY/INSULATION: California State Design Standards! ! 64. All new and existing exterior walls which are opened during the course of construction shall be insulated with formaldehyde free, blanket type mineral or glass fiber insulation conforming to Federal Specification ASTM C-665, Type II, Class C for Kraft-Faced Thermal Batts, with a minimum thermal resistance of not less than R-19.! ! 65. All new ceilings and attics shall be insulated with formaldehyde free, blanket type mineral or glass fiber insulation conforming to Federal Specification ASTM C-665, Type II, Class C for Kraft-Faced Thermal Batts, with a minimum thermal resistance of not less than R-30.! ! 66. Insulation thickness and thermal resistance shall conform to Title 24 regulations for climate zone of job site. Confirm insulation type and thickness with Owner and Architect prior to finalizing general construction contract.! ! 67. Buildings located in climate zones 1, 14 and 16 shall be provided with vapor barriers.! ! 68. Swinging doors or windows to the exterior or unconditioned spaces such as garages shall be fully weatherstripped and gasketed to limit air infiltration.! ! 69. Any operable glass doors or windows shall be certified and labeled to show conformance with air infiltration standards.! ! 70.All hot water piping shall be insulated in the following cases! a.Storage tanks for a non-recirculating system must have pipe insulation on both hot and cold water pipes for length of five feet. There is no exception for water heater piping in the conditioned space.! b.Recirculating sections of domestic hot water systems must be insulated (the entire length of piping, whether! buried or exposed).! c. Indirect fired domestic hot water system piping from the heating source to the storage tank.! ! 71. A Certificate of Compliance (available at Building Department office) shall be signed by the insulation Contractor, certifying conformance with current energy regulation: California Administrative Code, Title 24, State of California. Certificate shall be prominently posted on the site! ! 72. All insulation materials shall be certified by the manufacturer as complying with the California Quality Standards for Insulating Material.! ! 73. All fan systems exhausting air from the building shall be provided with back draft dampers or automatic dampers.! ! 74. All plumbing, electrical and other penetrations into the building envelope shall have membrane waterproofing with manufacturer's recommended mastic. Membrane is to be lapped properly with building paper.! ! 75. The following openings in the exterior envelope of the building shall be caulked or otherwise sealed to limit infiltration:! a. Exterior joints around window and door frames! b. Between wall sole plates and floors! c. Between exterior panels! d. Around openings for plumbing, electrical, and gas lines in walls, ceilings, and floors! e. Around openings in attic, such as the point where ceilings meet masonry fireplaces.! ! ! 76. New Masonry and factory built fireplaces shall have the following:! a. Tight fitting closing metal or glass doors covering the entire opening of the firebox.! b. A combustion air intake, to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable and tight fitting damper.! c. Tight fitting flue damper with readily accessible control.! d.Continuous burning pilot lights are prohibited. ! ! 77. Ducts shall be constructed, installed and insulated according to the latest edition of the Uniform Mechanical Code and per Chapter 6 of the California Mechanical Code. All parts of the duct system shall be tightly sealed with mastic or tape.! ! 78. Gas fired household heating and cooling appliances, shower heads and faucets shall comply with the appliance efficiency standards.! ! 79. General lighting in kitchen and bathrooms shall have an efficiency of not less than 25 lumens/watt.

general notes

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

general and city of Malibu notes

Drawing File Scale Drawn By

n/a krb

Job martin and costin Sheet

A0.7

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

survey

Drawing File Scale Drawn By

n/a krb

Job martin and costin Sheet

A1.1

51'-0"

1024 harding ave. no. 202 venice, california 90291 310.663.6692

5'-4"W X 3'-6"H SINGLE PANE WINDOW

2'-6"W X 2'-1"H SINGLE PANE WINDOW

4'-3"W X 2'-1"H SINGLE PANE WINDOW

19'-5" 5'-4"W X 3'-6"H SINGLE PANE WINDOW

2'-0"W X 3'-6"H SINGLE PANE WINDOW

15'-6" 4'-0"

5'-4"W X 3'-6"H SINGLE PANE WINDOW

Lot 05

34'-11"

3'-0"W X 6'-8"H DOOR

2'-0"W X 3'-0"H SINGLE PANE WINDOW

8'-0"W X 4'-0"H SINGLE PANE WINDOW

4'-0"W X 8'-0"H SINGLE PANE WINDOW

27'-7 1/2"

12'-0"W X 6'-8"H GLASS SLIDING DOORS

35'-0"

37 SF TRANSOM ABOVE

1'-6"W X 2'-0"H SINGLE PANE WINDOW 2'-6"W X 2'-0"H SINGLE PANE WINDOW 1'-6"W X 5'-0"H SINGLE PANE WINDOW

39'-10"

11'-3"

1'-6"W X 5'-0"H SINGLE PANE WINDOW C

10'-0"W X 6'-8"H GLASS SLIDING DOORS

KIRK! BLASCHKE

C-30765

A ST

46'-0"

16'-6"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

11'-6"

2'-0"W X 2'-6"H SINGLE PANE WINDOW

3'-0"W X 2'-4"H SINGLE PANE WINDOW

O F CA I F O R L

Project Name

50' Setback from Bluff 2'-8"W X 6'-8"H DOOR W/1-LITE WINDOW

REN. 04.30.13

13'-4"

AR CH SED IT

EXISTING COVERED BREEZE WAY

15'-5"

EXISTING COVERED PATIO

12'-0"W X 5'-0"H SINGLE PANE WINDOW

3'-0"W X 6'-8"H DOOR

5'-8"W X 3'-5"H SINGLE PANE WINDOW

8'-0"W X 6'-8"H GLASS SLIDING DOORS

24'-3" Issued

16'-0"W X 7'-0"H GARAGE DOOR

2'-6"W X 6'-8"H DOOR W/1-LITE WINDOW

2'-0"W X 3'-0"H SINGLE PANE WINDOW

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

21'-8"

existing house as-builts

6'-0"W X 6'-8"H GLASS SLIDING DOORS

3'-0"W X 2'-0"H SINGLE PANE WINDOW

Drawing File Scale Drawn By

3'-0"W X 6'-8"H DOOR W/1-LITE WINDOW

1/4" = 1'-0" krb

Job martin and costin Sheet

37'-8"

A1.2 project north

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

48'-7" 34'-11"

19'-5"

4'-0"

51'-0"

15'-6"

2 27'-7 1/2"

35'-0"

27'-0"

Existing Wall - To Remain

Existing Wall - Remove

370' - 9"

Retained in Re-model

228' - 7"

% of retained perimeter walls

19'-6"

62%

AR CH SED IT

KIRK! BLASCHKE

Existing Covered Breeze Way

Existing Covered Patio

11'-3"

39'-10"

15'-5"

Existing Exterior Wall

C-30765

A ST

16'-6"

REN. 04.30.13

O F CA I F O R L

46'-0" 13'-5"

50' Setback from Bluff

Project Name

12' -0"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

4 14'-9"

4 Issued

Description

24'-3" UP 20R @ 7.52"

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

21'-8"

21'-6"

sl fo ope ot 1 to /8" dr pe ai r n

11'-6"

new footprint with retained perimeter walls

sl fo ope ot 1 to /8" dr pe ai r n

Drawing File Scale Drawn By

n/a krb/mh

Job martin and costin Sheet

31'-10" 37'-8"

A1.3

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692 CITY OF MALIBU GEOLOGICAL NOTES: 1. EXISTING SEPTIC TANKS REQUIRING REMOVAL SHALL BE PUMPED, CRUSHED, AND FILLED WITH LOCAL FILL MATERIAL COMPACTED TO 95% OF ASTM D1557. 2. PRIOR TO CONSTRUCTION A DEMOLITION PERMIT SHALL BE OBTAINED FOR ALL EXISTING SEPTIC SYSTEM COMPONENTS (INCLUDING SEPTIC TANK AND LEACH FIELDS). ALL SEPTIC SYSTEM COMPONENTS SHALL BE REMOVED PRIOR TO CONSTRUCTION. ALL WORK PERFORMED WITHIN EXISTING OR FORMER WASTEWATER DISPERSAL AREAS SHALL BE EXECUTED IN ACCORDANCE WITH APPLICABLE OSHA AND CAL/ OSHA STANDARDS FOR BIOLOGICAL HAZARDS, INCLUDING USE OF PERSONAL PROTECTIVE EQUIPMENT.

109.92' MEAS.

3. TESTING FOR THE POTENTIAL AGGRESSIVENESS OF SOLUBLE SULFATES IN SOIL TO CONCRETE AND ON SOIL CORROSION, POTENTIA L(PH, CHIORIDES AND MINIMUM RESISTIVITY) TO METALLIC UNDERGROUNDUTILITIES ,AS REQUIRED BY CITY OF MALIBU GUIDELINES (SECTIONS 6.2.1AND APPENDIX B) AND 2001 CBC (TABLE 19-A-2 AND -4), SHALL BE PERFORMED DURING GRADING/SITE PREPARATION, AS NECESSARY.

FERNHILL DRIVE

EXISTING FIRE HYDRANT. ONE CLOSET TO PROPERTY. ANOTHER LOCATED 285'-0" EAST OF THE SOUTHERNLY PROPERTY LINE ANOTHER ONE LOCATED 300'-0" WEST OF THE NOTHERNLY PROPERTY LINE

DOWN SPOUT (D.S.) TYPICAL

S 20°50'33"E 451.44'

rails for existing tram

tram car

68.58'

352.86'352.86'

D.S.

S 20Ā50'33"E

bbq 125.25'

1170

8 .9

SET L & TK.

D.S.

(E) DECK

118.76

toe of bluff

115

5 11 0

(E)WOOD DECK

119 .71

68.82'

303.51'

S 20°50'33"E

464.91'

EXISTING 30" HALF ROUND CORRUGATED METAL PIPE (C.M.P.)

402.34' 99.40 FLOW LINE OF C.M.P. 100.88 FLOW LINE OF C.M.P.

10'-0" WIDE PROPOSED VIEW CORRIDOR

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

WATER DRAINS DOWN SPOPE/EARTH FROM THIS POINT EXISTING 14" DIAMETER BLACK CORRUGATED PLATIC PIPE

Issued

EXISTING CONCRETE DRAINAGE BASIN

Sheet Title

project north

3'-0"

8'-1"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

3'-0"

16'-6"

10'-0"

20'-0"

16'-6"

NEIGHBOR'S HOUSE

102.53

1107

11 6

120 .23 124

95.00'

8T @ 12" 9R @ 7"

8'-0"

11 0

103.00'

CLIFFSIDE DRIVE

N 69°09'27"E

8.00'

10 20 15

(E) STUDIO (BELOW)

D.S.

INSTANT HOT WATER HEATER MOUNTED IN THE WALL. 24x24 drain

30 25

A/C CONDENSORS EXISTING BRICK WALL WITH CHAIN LINK FENCE

200 AMP ELECTRICAL SERVICE, MOUNTED IN THE WALL

EXISTING CONCRETE SWALE

EXISTING POWER POLE

A ST

113.64

6'-0" WIDE DRAINAGE EASEMENT

DRAIN SEE CIVIL DRAWINGS

30'-0"

SET L&TK. TOP 4' ROCK WALL FLUSH TO EAST

HOSE BIB

EXISTING HEDGE TO REMAIN

45 40

30.2

125

RAILING

2"W

17'-1"

95 90 85 80 85

°11'1

132.70 fs

PACIFIC OCEAN

S 57

125.50

100

65 60

125.25'

120

D.S.

131.83' t.g. 131.66 t.g.

115

Project Name

30.00'

131.83' f.s.

121.19

2 116

108.38

ING

132.62' fs

128.75

S 20Ā50'33"E

(E) SPA

D LAN

1" ASPHALT CURB

underside of gate 132.25'

105

D.S.

CONC. AND STONE

(E)WOOD DECK 116.25

EXISTING LEACH FIELD TO BE REMOVED

133.00

NEW PLANTER

D.S.

SECOND STORY CONDITION

132.17' f.s.

TRENCH DRAIN

0.0

D.S.

3. 12

C L

132.57 fs

MEAN HIGH TIDE, OCT. 14, 2004

O F CA I F O R L

ELEVATED DRIVEWAY & PARKING (CONC) 131.83' f.s.

SAND

120.05

SET L & TK.

D.S.

C-30765

115.50

45.19

EXISTING PARKING SIGN TO BE RELOCATED

79.25'

3.00'

PARKING SPACE #5 18'-0" X 8'-8"

303

132.41

GRASSWOOD AVENUE

115 6

61.6

A9.1

ELECTRIC GATE

8 20.4

GARDEN

39.58'

SET L & TK.

KIRK! BLASCHKE

0"W

PARKING SPACE #4 18'-0" X 8'-8"

VEHICULAR INTERCOM EXISTING WATER METER EXISTING MOUNTABLE DIKE

133.00

existing drainage path/ walkway

S 69Ā09'27"W

4'-10"

D.S.

36'-10"

SAND

AR CH SED IT

REN. 04.30.13

7"W 73.78

132.00 f.s.

11 6

°14'0

131.83' t.w.

120.92

S 57

131.39

ENTRY 120.26 PORCH 46.00'

S 63°33'2

S 20Ā50'33"E planting 11 area1.05 55 32.45' 12

70 65

110 105 100 95

septic field b SETarea MAG/N 435 Sq ft

80 75

43.21'

115

1'27"W

11 6

S 60°1

120.26 129.00

D.S.

45.67'

131.24

SET L & TK. UP. 2'

15'-0"

N 69Ā09'27"E

septic field area a 435 Sq ft

130

EXISTING PINE TREE TO BE TRIMMED PER FORESTRY DIVISION REQUIREMENTS

33.97'

45.67'

S 20Ā50'33"E

125.25'

N 69Ā09'27"E

130.17

S 20Ā50'33"E

45.67'

129.91

SINGLE STORY DWELLING

8'-0"

S 69Ā09'27"W

2000 gal irrigation holding tank

302

5'-0" 5'-0"

4000 gal septic tank

NEW MAILBOX EXISTING FENCE TO BE REMOVED

N 69Ā09'27"E

114.92 F.S.

MEAN HIGH TIDE PER R.S. 57-47-50

113.45

382.86'

GARDEN PATH AND PLANTS

A/C CONDENSORS

8 11

119.92 F.S.

SET MAG/N

11 5

266'-0"

GAS METER RELOCATED

11 0

8'-0"

125

128.77

.2 22

142'-0"

6.00'

128.67

301

1164

30.00'

33.97'

90'-0"

94'-9 2"

EXISTING HEDGE TO REMAIN SECONDARY TREATMENT SYSTEM FILTERS

30.00'

6.00'

SET 1 1/2" I.P. 61'-4" W/WOOD PLUG EXISTING 6'-0' HIGH CHAIN LINK FENCE & TK. FLUSH

10'-6"

LINE

HOSE BID TYP. 7 LOCATIONS

top of bluff

50'-0"

50'-0" TO TOP OF BLUFF

11 0

VECHICULAR INTERCOM GATE PILASTERS PEDESTRIAN GATE

19'-5"

GAS

A 661.06'

873.98' MEAS. 756.06' MEAS. (756.01')

C L

site plan

I Drawing File

SITE PLAN SCALE: 1/16"=1'-0"

Scale Drawn By

1/16"=1'-0" krb

Job martin and costin Sheet

A1.4

Lot 05

LOS ANGELES COUNTY FIRE DEPARTMENT NOTES:

9. ROOF VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH 9NO. 26 GALVANIZED SHEET GAGE)

THREE COPIES OF A COMPLETED FUEL MODIFICATION PLAN TO THE FUEL MODIFICATION UNIT, FIRE

CORROSION-RESISTANT METAL FLASHING INSTALLED OVER A MINIMUM 36-INCH WIDE UNDERLAYMENT

STATION #32, 605 N. ANGELENO AVENUE, AZUSA, CA 91702-2904. PHONE (626)-969-5205, FAX(626)

1. FIRE DEPARTMENT VEHICULAR ACCESS ROADS MUST BE INSTALLED AND MAINTAINED IN A SERVICABLE

CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SEET RUNNING THE FULL LENGTH OF THE VALLEY. FIRE

969-4848. FIRE CODE 317.2.1

MANOR PRIOR TO AND DURING THE TIME OF CONSTRUCTION. FIRE CODE 501.4

CODE 4710.1.3

2. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM

10. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND

THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL BE A INIMUM OF 4 INCHES HIGH WITH A

DEBRIS IN THE GUTTER. FIRE CODE 4710.1.4

1024 harding ave. no. 202 venice, california 90291 310.663.6692

17. PROVIDE A KNOX BOX AS REQUIRED BY THE FIRE DEPARTMENT TO PROVIDE EMERGENCY ACCESS AT BOTH ENTRY GATES.

MINIMUM STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.1

109.92' MEAS.

11. ROOF AND ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA 3. THE REQUIRED FIRE FLOW FOR PUBLIC FIRE HYDRANTS AT THIS LOCATION IS 2000 GPM, AT 20 PSI

OF THE STRUCTURE. VENT OPENINGS SHALL BE PROTECTED BY CORROSION-RESISTANT,

RESIDUAL PRESSURE, FOR A DURATION OF 2 HOURS OVER AND ABOVE MAXIMUM DAILY DOMESTIC

NONCOMBUSTIBLE WIRE MESH WITH 1/4-INCH OPENINGS. VENTS SHALL NOT BE INSTALLED IN EAVES OR

DEMAND. FIRE CODE 508.3 AND FIRE DEPARTMENT REGULATION 8.

CORNICES. FIRE CODE 4710.2.1 AND 4710.2.2

4. ALL REQUIRED PUBLIC FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND ACCEPTED PRIOR TO

12. EXTERIOR WALL VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE STRUCTURE

BEGINNING CONSTRUCTION. FIRE CODE 501.4

OR VENT OPENINGS SHALL BE PROTECTED BY CORRISION RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4 INCH OPENINGS. FIRE CODE 4715.2.1

5. THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE SPRINKLER PIPING SHALL BE WITNESSED BY AN AUTHORIZED FIRE DEPARTMENT REPRESENTATIVE. FIRE CODE 901.5

13. ALL CHIMNEYS OR FIREPLACES THAT BURN SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTOR. BUILDING CODE 2802.1

FERNHILL 6. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY THE BUILDING CODE 903

DRIVE C L

AND FIRE CODE 903. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND

14.PRIOR TO BUILDING PERMIT FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE

APPROVAL PRIOR TO INSTALLATION. FIRE CODE 903.1

VEGETATION CLEARANCE REQUIREMENTS PRESCRIBED IN CALIFORNIA PUBLIC RESOURCES CODE SECTON 4291, CALIFORNIA GOVERNEMENT CODE SECTION 51182 AND THIS CODE. FIRE CODE 4708.3

ANOTHER FIRE HYRANT LOCATED 285'-0" AWAY

ANY SPECIAL KNOWLEDGE OR EFFORT. BUILDING CODE 1008.1.8

15. CLEARANCE OF BRUSH AND VEGETATION GROWTH SHALL BE MAINTAINED PER FIRE CODE 317.2.2

8. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE 1505.2. WOOD-SHINGLE

16. A FINAL FUEL MODIFICATION PLAN SHALL BE SUBMITTED AND APPROVED BY THE FORESTRY DIVISION

AND WOOD-SHAKE ROOFS ARE PROHIBITIED IN VERY HIGH FIRE HAZARD SEVERITY ZONES, REGARDLESS OF

PRIOR TO BUILDING PLAN APPROVAL. IMPLEMENTATION OF THE APPROVED FINAL FUEL MODIFICATION

CLASSIFICATION. FIRE CODE 4710.1.2

PLAN AND FINAL INSPECTION WILL BE REQUIRED PRIOR TO THE APPROVAL OF FINAL OCCUPANCY. SUBMIT

EXISTING FIRE HYDRANT. ONE CLOSET TO PROPERTY. SIZE: 6 X 4 32 1/2" FLOW: 2, 178 GPM AT 20 PSI RESIDUAL FOR 2 HOURS AT 90 PSI STATIC VECHICULAR INTERCOM GATE PILASTERS 20'-0" WIDE FIRE TRUCK ACCESS ON 20% SLOPE WITH STONE PAVING WITH PEDESTRIAN GRASS BETWEEN ENGINEERED TO CARRY THE LOAD OF A 25 TON FIRE TRUCK. GATE 80'-3" BACK UP FOR FIRE TRUCK TO STREET

30.00'

FIRE DEPARTMENT WALKWAY 5'-0" WIDE WITH 0%SLOPE 5'-0"

S 20°50'33"E 451.44' 68.58'

382.86'

125

352.86'

150 FT.

70 65

115

95.00'

95 90 85 80 85

45 40

30 25

20 15

15'-0"

Issued

150 FT.

2"W

°11'1

S 57

18'-4" at tree trunck only

120

30.2

20'-0" clr.

A ST

100

65 60

61.6

115

0"W

PARKING SPACE #4 18'-0" X 8'-8" ELECTRIC GATE PARKING SPACE #5 18'-0" X 8'-8"

VEHICULAR INTERCOM

105

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

°14'0

EXISTING PINE TREE TO BE TRIMMED PER FORESTRY DIVISION REQUIREMENTS

O F CA I F O R L

Project Name

MEAN HIGH TIDE, OCT. 14, 2004 septic field area b 435 Sq ft

7"W 73.78

septic field area a 435 Sq ft

130

125

303.51'

68.82'

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

30.00' ANOTHER FIRE HYRANT LOCATED 300'-0" AWAY

8.00'

C-30765

S 63°33'2

110 105 100 95

REN. 04.30.13

S 57

N 69°09'27"E

80 75

43.21'

103.00'

115

KIRK! BLASCHKE

1'27"W

120

AR CH SED IT

NEW MAILBOX

S 60°1

5'-0"

MEAN HIGH TIDE PER R.S. 57-47-50

19'-5"

661.06'

873.98' MEAS. 756.06' MEAS. (756.01')

7.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR

S 20°50'33"E

RAILING

29'-11" BACK UP FOR FIRE TRUCK TO STREET

464.91'

402.34'

FIRE DEPARTMENT WALKWAY 5'-0" WIDE WITH 0% SLOPE

FIRE DEPARTMENT CONCRETE WALKWAY 5'-0" WIDE WITH 10% SLOPE Sheet Title

20'-0" WIDE FIRE TRUCK ACCESS ON 20% SLOPE WITH STONE PAVING WITH GRASS BETWEEN ENGINEERED TO CARRY THE LOAD OF A 25 TON FIRE TRUCK.

fire department plan

Drawing File Scale Drawn By

n/a krb

Job martin and costin Sheet

A1.5

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

6 A9.1 5'-0"

18" SQUARE PILASTER WITH 3" STONE VENEER

UP 3T @ 12" 4R @ 6 5/8"

10 A9.1

C A4.2

F A4.3

8 A9.1

line of framed wall above grade

E A4.3

5'-0"

PROVIDE ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS parking space #1 18' x 8'-8"

004

36"

drain fau #2

8" thick wall per structural drawings with stone veneer

storage tank 73" tall 27" od

MECHANICAL ROOM elevator controller and pump

38 1/2"

UP 4T @ 12" 5R @ 6 5/8"

2'-0"

9 A9.1

fau #1

TRENCH DRAIN

GARAGE 001

25'-8"

PROVIDE SELF-CLOSING DEVICE ON 20 MIN. FIRE RATED DOOR (SEE DOOR SCHEDULE).

A A4.1

parking SEPARATE POWER AND OIL LINE space #2 SLEEVES TO CONTOLLER 18' x 8'-8"

3째 x 7

10T @ 12" 11R @ 7"

+114.60'

002

PROVIDE ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS

5'-0 3/4"

AR CH SED IT

KIRK! BLASCHKE

C-30765

REN. 04.30.13

A ST

builtin cabinetry. see interior elevations

005

PROVIDE SELF CLOSING DEIVCE ON A 1 HOUR FIRE RATED DOOR. (SEE parking DOOR SCHEDULE) space #3 GARAVENTA ELVORON HR 18' x 8'-8" HYRAULIC LIFT ELEVATOR. INSTALL PER MANUFACTURER'S PROVIDE ONE HOUR FIRE RESISTIVE RECOMMENDATIONS. MEETS CONSTRUCTION ON THE GARAGE ASME A17.1 STANDARDS. SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS

003

3 1/4"

4'-2"

8" thick wall per structural drawings with stone veneer

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

masonry or concrete wall existing wall new wall

Issued

project north

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

Sheet Title

basement plan

Drawing File Scale Drawn By

1/4"=1'-0" krb

Job martin and costin Sheet

A2.0

69Ā09'27"E

Lot 05

S 20Ā50'33"E

1024 harding ave. no. 202 venice, california 90291 310.663.6692

125.25'

30'-0"

S 20Ā50'33"E

cabinetry

2'-7 1/2"

33.97' closet119

BED #1

PULIC RIGHT OF WAY EASEMENT LINE

+124.25'

2'-6 1/2" 3'-0 3/4"

3'-4 1/2"

WALLS BELOW

2'-1"

5'-1"

124

3'-11"

123

107

EXISITNG RETAINING WALL TO BE REMOVED OR BURIED

SET L & TK. UP. 2'

S 20Ā50'33"E 11 6

ENTRY +121.00'

.05

7 7/16"

1 12

OUTSIDE EDGE OF WALL IS 4'-11 1/4" FROM FACE EXISITNG STUCCO

124

CLOSET

105

106

101

+121.62' ramp above 102 137

STORAGE

103

+121.25'

108

UP 20R @ 7.52"

C-30765

A ST

1T @ 18" DN 2R @ 6 1/4" 1R

103

OUTSIDE EDGE OF WALL IS 5'-4 1/2" FROM FACE OF EXISITNG STUCCO

sl fo ope ot 1 to /8" dr pe ai r n

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

105

3.00'

+121.62' COVERED PATIO

S 20Ā50'33"E

104

FINISHED SURFACE OF ELEVATED DRIVEWAY ABOVE 133.00

FINISHED 00 SURFACE 11 120.85 5'-11 7/8"

104

/4 " 23

06.28.11

progress set

Sheet Title

FINISHED SURFACE 131.75

5'-0"

retaining wall layout 2 116

90°

6'-

revisions

FINISHED SURFACE 131.50

03.31.11

111

5T @ 12" 6R @ 6" NEW RETAINING WALL TO STOP 7/8" BACK FROM EXISITING RETININGWALL

Description

12.24.10

86°

FINISHED SURFACE 132.00

125.25'

Issued

3 12

CO BA RN EX CK ER VE IST FR TO TH RIF INE OM BE E Y W RE BA 6" FI EL ITH TA SE D OWININ OF NE G W R AL IN L

GYM/YOGA

3'-0"

3/8" FROM BACK SIDE OF WALL TO FACE OF EXISITNG STUCCO

sl fo ope ot 1 to /8" dr pe ai r n

39.58'

Project Name

110

FINISHED SURFACE AT GRADE APPROX. 131.00

O F CA I F O R L

106

SPIRAL STAIR SEE SHOP DRAWINGS SHEET A9.2 FOR DETAILS AND STRUCTURAL DRAWINGS FOR COLUMN SUPPORT.

sl fo ope ot 1 to /8" dr pe ai r n

REN. 04.30.13

109

E 6" R TO B F CORNE OM BASE O R WALL F G K IN C A IN B A T E R E IN EXISTIN ITH OWNER W Y IF R E V LD THE FIE

KIRK! BLASCHKE

LI 102

AR CH SED IT

S 69Ā09'27"W

RETAINING WALL STEP WHERE OCCURS

107

8 20.4

BACK SIDE OF WALL IS TO SIT ON EASEMENT LINE

FINISHED SURFACE APPROX 121.27

SET L & TK.

11 6

11 5

.23

101

PROPERTY LINE/CENTERLINE OF STREET

SET MAG/N

Drawing File Scale

111°

4'-0"

3'-6 5/8"

1/4"=1'-0"

Drawn By

krb

Job

12'-7 3/8"

martin and costin Sheet

11'-6 7/8"

ALIGN WITH PROPERTY LINE

A2.1

F existing wall new wall

project north

EQ.

C A4.2

vent dryer to outside through exterior wall

EQ.

E A4.3

EQ.

D A4.2

EQ.

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

117

2T @ 14" 3R @ 5"

118

119

EQ.

F A4.3

118

laundry

117 4x6 post

120

5 1/2"

6x6 typ. 10"

cl of door

skylightabove 125

2'-0

cl of door

6'-10 3/4" eq.

2 1/4"

3 1/2"

(E) SLAB

(N) SLAB

eq.

cl of post

eq.

cl of window

2'-6"

eq.

2'-1"

eq.

C-30765

G A4.4

109

how far away were these placed in relation to grade beam?

108

screen

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

all dimensions from inside edge of framing unless noted otherwise

2'-6"

113 Issued

MASTER CLOSET 1

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

eq.

5'-9 1/4"

1'-0"

2'-6"

141

140

5'-1 1/2"

above

139

eq.

+121.00'

eq.

5'-1 1/2"

MASTER BATH

eq.

138

align

I A4.5

135

align

B A4.1

Sheet Title

5'-6 1/4"

MASTER BEDROOM

1'-6"

5 1/2"

1'-0"

3'-5 11/16"

136

F A U

MASTER CLOSET 2

TOILET

2'-0 3/4" E A4.3

F A4.3

111

6'-8 1/8"

4'-1 1/2" 3 1/2"

1/4"=1'-0" krb / jrm

Job martin and costin Sheet

C L

111

9'-1 1/2"

window screen (typ.) 14'-0 11/16"

7'-1 11/16" 5 1/2"

eq.

C L

5 1/2"

align edge of 6x8 at clg. with edge of framing at wall, see note above

centerline of framing eq.

Drawn By

C L

110

Drawing File Scale

5'-10"

6'-5 11/16"

above

5'-10 1/4"

6'-10 15/16"

112

2'-6" eq.

14'-0 3/8"

4'-1 1/2"

3'-9 3/4"

ground floor plan

B A4.1

112

12'-2"

31'-4 3/4"

400 AMP ELECTRICAL PANEL

Description

133

5'-1 1/2"

6'-5 11/16"

eq.

110

6'-8 1/16"

5 1/2"

34'-8 3/4"

113

eq. 8'-0"

O F CA I F O R L

1'-6"

C L

5 1/2"

Project Name

sitting area

2'-8"

option- c

11'-8 1/2"

H A4.4

B - (10ct.) @ 1'-11 1/2" x 4'-8 1/8"

106

5 3/4" x 13 3/4" grate

eq.

sl fo ope ot 1 to /8" dr pe ai r n

104

11'-8 1/2"

A - (10ct.) @ 1'-11 1/2" x 3'-11"

2 1/2" thick wood deck 139

KIRK! BLASCHKE

REN. 04.30.13

104

AR CH SED IT

edge of slab to center of outlet

line of grade beam

COVERED PATIO

eq.

+121.62'

114

(N) SLAB

6'-10"

107

stone step

GYM/YOGA

1 of 2 possible fireplace locations

cl of post

5'-0"

105

1'-10"

connection point from threaded rod (3) total this trellis

(E) SLAB

2'-3"

tatami mats

eq.

108

door screen (typ.)

TATAMI MAT SIZES:

105

106

align

cabinetry

7'-3"

wood floor

3'-5 1/2"

3'-4 3/4" 5 1/2"

103

face of decorative wood members

109

landing above with 1 3/4" x 14" LVL

26'-4"

21'-11 3/4"

sl fo ope ot 1 to /8" dr pe ai r n

UP 19R @ 7.51"

5 3/4 x 13 3/4 grate

STORAGE

3 1/2" x 14" PSL above

cl of post face of framing

5 1/2"

102

2" center of post to face of stud

12'-0"

1/8

5 1/2"

138

5 3/4 x 13 3/4 grate

SPIRAL STAIR SEE SHOP DRAWINGS SHEET A9.4 FOR DETAILS AND STRUCTURAL DRAWINGS FOR COLUMN SUPPORT.

103

5 1/2"

137

102

CLOSET

5'-8"

5 1/2"

7'-0"

5 3/4 x 13 3/4 grate

5'-10 1/4"

+121.62'

101

13'-9 1/2"

2'-0 3/4" 3 1/2"

3 1/2" 6 1/2"

eq.

14'-2 5/8"

K A4.5

2'-0"

5 1/2"

(E) SLAB

114 above

3'-0"

(N) SLAB

A 5'-9 7/8"

cl of post

3'-0 3/4"

2'-6"

edge of slab to center of outlet

4'-3 1/2"

GAS KEY FOR FIREPLACE

eq.

5 1/2"

107

pantry

align edge of 6x8 at clg. with outside framing at wall

J A4.5

eq.

3 1/2"

eq.

7 7/16"

eq.

1'-1 3/16"

5 1/2" 8'-3 5/8" cl from centerline of post of post to face of framing

5" eq.

+121.00'

G A4.4

+120.90'

1T @ 14" 2R @ 4"

ENTRY

A A4.1

A ST

H A4.4

+120.33'

124

123

3'-0 3/4"

3 1/2" 7 1/2"

116

LIVING

(N) SLAB

101

seating nook

FACTORY BUILT MONTIGO FIREPLACE MODEL NO. HL38DF-PRC . INSTALLATION AND USE SHALL BE IN ACCORDANCE WITH THEIR LISITING. CSA-US NO. 1554457

1 of 2 possible fireplace locations

129

FRZ.

REF.

(E) SLAB

+124.41'

6 5/8"

2'-7 1/4"

3x3 typ.

above

6'-11 3/8"

BED #1

119

cl of door

3 1/2" 2'-1 1/2"

WALLS BELOW

cabinetry

closet

3'-0" 3 1/2"

123

121

ELEVATOR

cl of door

type x gyp. board on all sides of lift shaft

122

3'-3"

122

1'-7 1/4"

2'-7"

3 1/4"

2'-11"

4'-2"

eq. eq.

3 1/2:12 SLOPE

4'-3 1/2" 5 1/2"

125

120

area in progress

+121.00'

5'-0 3/4"

2'-11 1/4"

7 1/2"

5'-9" 3 1/2"

5T @ 12" 6R @ 6 13/16"

3 1/2"

115

2'- 3/4"

3'-0" 5" 3 1/2"

1'-1 3/16"

BATH #1

+121.00' 130 DN

cl 4'-3 1/2" of door

3'-2"

2'-0" min. clr.

121

2'-0" min. clr.

3'-2"

+124.41'

BATH #2

132

eq.

3'-7 1/2"

126

127

34'-6"

10T @ 12" 11R @ 7"

4 3/8"

3'-0 5/8"

(3 1/2"stud and 7/8" hat channel

3'-1"

128

4x6 ledger

eq.

131

3'-0"

eq.

3 1/2"

4x4 typ.

12'-0" x 3'-6"

3'-1"

3 1/2"

BED #2

KITCHEN

1'-9 1/2"

porch above made from heavy timbers and fire retardant treated wood

116

eave above

3'-2 1/2"

roof below

line of (e) wall below

window screen (typ.)

4x6 post

area in progress

7'-10"

w/d WALLS BELOW

4x6 post

C L eq.

centerline of framing and 6x8 at ceiling eq

centerline of framing and 6x8 at ceiling

A2.2

existing wall eq.

eq.

new wall

project north

shim or curb

8"edge of

slab to shim or curb

25'-4 7/16"

2 1/8"

edge of slab to inside framing

5 1/2"

+120.85

4'-6 3/8"

corner of slab to shim or curb center of post to shim or curb

underpinning 5'-0" deep footing. no structural connection between pad 3 3/8" and footing.

base line

1 3/4"

50'-2 5/16" 56'-4 5/16"

14'-1 1/4" edge of slab to center of post

center of post

3" edge of slab to

13'-3 1/4" 34'-7 11/16"

plan check corrections

03.31.11

revisions

06.28.11

progress set

08.24.12

slab drawing issue

08.30.12

slab drawing corrections

Drawing File

21'-4 7/16"

Scale

4'-8 13/16"

corner of slab to center of post

4'-4 5/16"

5/8"

cl corner of slab to center of post

cl cl

1'-4" typ.

edge of slab to edge of shim or curb

6 3/8"

4x6 post

line of outside of framing (typ.)

06.21.10

ground floor slab drawing

/8 of 2 e1nter o c st t f po ge o ed im or sh rb cu

line of inside of framing (typ.)

permit set submittal

10.20.09

Sheet Title

+120.84

Description

25.90째 5

7 .3 a7

6x6 post

extension of base line

edge of slab to edge of shim or curb

line of grade beam below (typ.)

6'-4 1/2"

1'-0 11/16"

edge of slab to edge of shim

1'-9 3/8"

5 1/2"

edge of slab to inside framing

6x6 t.s. with 2' x 2' x 12" thick pad

A9.10

3'-8 1/2"

shim or curb

25'-2 15/16"

cl eq.

14'-11 1/8"

1'-6" grade beam

1'-10"

edge of slab to gas line

+120.85

8'-9"

o b t shim la f s e of o g e dg e ed 9" /8"einsid urb c or 75

" /8 5 2 120.8

edge of slab to center of post

/ f 33 ro o e rn b t co sla of ge r ed im o b sh cur

+120.84

4'-0 1/4"

4x6 post

depression

7'-0 1/16"

top of (n) slab +120.67

4x6 post

F A U

6x6 t.s. with 3'-0"x3'-0" pad

eq. 5'-10"

9 13/16"

align side with edge of slab cl

2 1/2"

line of grade beam below (typ.)

thickness of lightweight 2 1/2" with 1/4" insulation below lightweight

edge of slab to inside framing

7'-11"

1'-3" cl

edge of slab to center of post

2 1/8"

+120.85

edge of slab to center of post

edge of post to center line of t.s.

edge of slab to inside framing

+120.84

depression

2 3/8" 2'-10 9/16"

+120.85

align side with inside edge of framing

Issued

6'-2"

+120.84

2 1/8"

+120.85

1 3/4"

+120.85 +120.85

2 1/8" 1 3/4" 2 1/8"

slope: 7/16" per ft. slope: 7/16" per ft.

center of post to shim or cl curb

3 1/8"

shim or curb

door center to door edge

14'-2 15/16"

6x6 post with 3'-6" x 3'-6" x 12" thick pad

o bt la f s e of o dg ge ed ide e 7" ins aming fr

8" 7/ urb '-3 r c 14him o

center of post to shim or curb

3'-3 1/4"

O F CA I F O R L

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

6x6 post

sim.

door center to door edge

align side with inside edge of framing

legs to be 2" higher on tub than standard

18'-10 15/16"

A9.10

EQ.

w6x25 with 2' x 2' x 12" thick pad

A9.10

bottom of 3" x 8" t.s. at outrigger at +129.53

1'-6 11/16"

C-30765

master bedroom doors

EQ.

Project Name

9'-4 1/4" corner of slab to c.l. of

21'-4 7/16"

KIRK! BLASCHKE

REN. 04.30.13

edge of slab to inside framing

1'-0 11/16"

AR CH SED IT

base line

A9.10

'-5

inside edge of shim or curb

edge of slab to center of post

6 1/8" edge of slab to 7'-5 7/8"

edge of slab to inside edge of shim or curb

slope: 1/4" per ft.

5 1/2"

" 16

corner of slab to shim or curb

A9.10

4'-0 5/16"

sim. 5

5/ lab s b 10 3'- er of cur or rn co shim to

slope: 1/4" per ft.

6x6 post

2 1/8"

4x6 post

3 6'-3 7/8" A9.10

5 1/2"

slab transition

9'-7 11/16"

6 1/8"

centerline of structure to gas line

3 1/2" center of post to face of hallway side of stud

6'-11 3/8"

edge of slab to center of post

1'-1 3/16" 3 1/2"

3'-11"

1'-6" grade beam

align outside edge of steel with edge of slab

edge of slab to depression

21'-4 7/16"

inside edge of shim or curb

6x6 t.s. with 3'-9" x 3'-9" x 12" thick pad

A9.10

top of (n) slab +120.67

1'-0 11/16"edge of slab to

existing footing

16'-0 15/16"

1'-10"

14'-9 1/2"shim or curb

2".84

new footing

1 3/4"

+120.85

new retaining wall

2 3/8"

/ of 2 1nter o ce t t os of CL p dge or e im sh rb cu

area to be depressed lower than slab see for depth below slab

+120.90

6x6 t.s. with 2' x 2' x 12" thick pad

sim.

12'-7"

top of (e) slab +120.70 3/8"

3'-1 1/16"

cl edge of slab to center of post

bottom of w8x21 steel at header at +129.51

A9.10

A7.3

A9.10

edge of slab to gas line

10 curb below doors see for height above slab

top of (e) slab +120.70

edge of slab to edge of shim or curb

21'-3 5/8"

depression

edge of slab to inside framing

corner of slab to center of post

15'-7 7/8"

4'-6 15/16"

5 1/2"

6x6 post

curb or raised slab see for height above slab (always at +120.90)

sim.

(e) 5'-0" deep footing - verify depth and width in the field

centerline of post to centerline of post

line of grade beam below (typ.)

corner of slab to depression

lightweight under tatami mats at 1 1/4" thick

locate mechanical ducts on inside edge of (e) footing (typ.)

slab transition

8 5/8"

centerline of post to centerline of post

A9.10

5 1/2"

edge of slab to edge of shim or curb

9'-8 7/16"

10'-0"

top of (n) slab +120.70

1'-0 11/16"

5 1/2"

edge of slab to inside framing

7'-6"

5 5/8"

2 5/16"

edge of shim or curb to edge of shim or curb

A9.10

8 5/8"

width of shim or curb

5x7 t.s. with 3'-9" x 3'-9" x 12" thick pad

edge of slab to edge of depression

9'-2 11/16"

+120.90

5x7 t.s. with 4' x 4' x 12" thick pad

edge of depression to edge of depression

3'-9" x 3'-9" x 12" thick pad 2 7/8" edge of shim or curb to center of post

5 3/4"

depression

width of shim or curb

2 7/8"

edge of shim or curb to center of post

3'-7 7/8"

9'-2 11/16"

back of duct to be against grade beam (typ.) in entrance corridor

2'-9 5/8"

edge of shim or curb to center of post

1 3/4"

+120.85

shim or curb

2 7/8"

5x5 t.s.

edge of slab

3'-9" x 3'-9" x 12" thick pad

2 3/8"

slab transition

2'-3 9/16"

width of shim or curb

1 3/4"

+120.85

5 3/4 x 13 3/4 grate

5x5 t.s. 6 1/2"

centerline of post to centerline of post

edge of slab to edge of shim or curb

1'-0 7/16" to edge of

cl of post

existing line of foundation

+120.85

8 5/16"

5 3/4 x 13 3/4 grate

A6.4

8'-8 13/16"

edge of slab to edge of shim or curb

1'-0 11/16"

5 1/2"

2 3/8"

+120.90

2 3/4"

edge of slab to center of post

5 1/2"

edge of slab to inside framing

edge of slab to edge of shim or curb

1'-0 11/16"

3'-11"

1'-1 3/16"

+120.90

1 3/4"

5'-4" 8" (typ.) 1'-0"

2 3/8"

center of post

5 3/4 x 13 3/4 grate

A9.12

+120.85

10'-4 9/16"shim or curb 1 3/4" 2 3/8" 2 3/4"edge of slab to +120.85 +120.90

A9.12 +120.90

top of (n) slab +120.70

center of air return to center of post

face of stud

edge of slab to edge of shim or curb

centerline of post to centerline of post

1 3/4" edge of slab to edge of shim or curb

center of t.s. post to edge of slab

20'-10 11/16"

centerline of post to centerline of post

2'-8 3/8"

2 3/8"

5x7 t.s. with 3'-9" x 3'-9" x 12" thick pad

centerline of structure to gas line

edge of slab to center of post

8'-11 5/8" from centerline of post to garage side of retaining wall

7'-9 7/8"

10'-10 5/8"

centerline of post to centerline of post

centerline of post to center of duct

10'-10 3/4"

top of (n) slab +114.56

1 3/4"

3'-7 5/8"

3/8"

1'-0 11/16"

edge of slab to edge of shim or curb

+120.85

duct is high wall supply, to run through wall

8"1'-0"top of (n) slab +120.70

lightweight to be 1 1/4" thick with 1/4" insulation under tatami mats which allows for 2 1/8" thickness of tatami mats

2 1/4" centerline of t.s. post to centerline of w10x88

10" stud 5"

A ST

top of (n) slab +120.70

10'-4 3/8" retaining wall

base line

8'-10"

cl of post

centerline of post to center of duct

1'-0"

2 9/16"

top of (e) slab (n) +120.70 slab 6.15' drop (e) slab

top of (n) slab +114.56

9'-3 1/4" retaining wall

top of (n) slab +114.31

2'-0" (typ.)

slope x?

5'-4"

17'-8"

14'-11 9/16"

A9.12

locate mechanical ducts on inside edge of (e) footing (typ.)

w10x88 with 12' x 12' x 36" thick pad

center of steel to center of post

(e) footing, verify size in field

9 5x5 t.s. 3'-6"x3'-6" pad

2 3/4" 6x6 post cl

thickness of lightweight 2 1/8" with 1/4" insulation below lightweight

A9.12

4'-4 9/16"

6x6 post 8'-0 1/8"

A9.12

top of (n) slab +114.14

6 A9.12

6'-1 1/8" from centerline of post to garage side of retaining wall top of (e) slab 8" +120.70

curb

existing slab will need to be saw cut for sub slab ducts. verify duct paths with mechanical subcontractor and see mechanical plans

centerline of grade beam to centerline of w10x88

outside edge of slab to center of post

center of post to center of post

6 5/8"

6x6 post

7'-7 1/16" retaining wall

3 7/16"

+120.85

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

edge of slab to center of post

8'-0 1/8"

(2) hfx x 10 hardy panels

A9.12

1'-0"

base line parallel with property line

12" wide x 24" deep grade beam

A9.12

line of first riser

10 3/4"

1 3/4"

top of (e) slab +120.70

line of island

2'-6 1/16"

A9.13

7'-0"

line of grade beam below (typ.)

top of (n) slab +120.70

(2) hfx x 10 hardy panels

1'-0"

5'-4 15/16" retaining wall

setback line

1 1/8"

(n) slab (e) slab

(typ.)

slope: 1/4" per ft.

need to get lights and keypad for door

slope 1/8" per ft.

4x6 post

+120.90

slope: 1/4" per ft.

4'-4" slope: 1/4" per ft.

existing foundation to remove

center of post to shim or curb

4x6 post

(e) footing, verify size in field 4x6 post

2'-0"

slope: 1/4" per ft.

8" (typ.)

edge of slab to edge of shim or curb

ask bruce how much space he wants to hold back wall for finish

2 1/8"

4x6 post

5 1/2"

2 1/8"

center of post to shim or curb

A9.13

4x6 post

shim or curb

7'-0 15/16"

corner of slab to shim or curb

edge of slab to edge of inside slab to edge of outside framing edge of framing

A7.3

12'-5 7/8"

center of post to center of post

2 3/4"

4'-7 3/4"

center of post to center of post

1 1/8"

8"1'-0"

A9.12

H outside edge of slab to center of post

8'-8 1/8"

existing foundation to remove (this part of line adjusted from actual existing slab line)

5 1/2"

setback line

edge of slab to edge of inside slab to edge of outside framing edge of framing

1 1/8"

6 3/8"

edge of slab to edge of shim or curb

base line parallel with property line

9 13/16"

10' min. setback

4 A9.13

1/4"=1'-0"

Drawn By

jrm

Job martin and costin Sheet

4x6 post

A9.10

6'-2"

A2.2b

81'-8 3/4"

project north

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

W10x112 (11.36" x 10.415") top of steel +136.43 (15'-5 1/8" a.f.f.) bottom of steel (14'-5 3/4" a.f.f.)

W10x22 (10.17" x 5.75")

verify with bruce if this will end here

5 A2.2d

top of steel +136.48 (15'-5 13/16")

A2.2d

bottom of steel 10'-4 13/16"

7 3

outside face of 5x7 tube steel columns align with outside face of 6 x12 beam

top of steel +132.07 (11'- 0 13/16") A2.2d

top of steel +131.32 (10'-3 13/16" a.f.f.) bottom of steel (9'-7 13/16" a.f.f.)

not sure how Tom wants to build the outside of the outrigger and so not sure of the length of it.

6x12

align outside edge of framing with outside face of face of w8x21

top of steel +130.15 (9'-1 13/16" a.f.f.)

bottom of steel (8'-5 9/16" a.f.f.)

bottom of steel (8'-5 9/16" a.f.f.) 10'-5"

see detail c/2.2e for plate

W8x28 (8.06" x 6.535")

slab edge to steel edge see detail b/2.2e for plate

top of steel +133.94 (12'-11 1/4" a.f.f.)

outside edge of 6 x12 and edge of slab

KIRK! BLASCHKE

align outside face of w8x21 with outside face of framing

bottom of steel (12'-3 1/4" a.f.f.)

align outside face of w8x21 with outside face of framing

C-30765

W8x21 (8.28" x 5.270") inside edge of 6 x 12 beam

AR CH SED IT

REN. 04.30.13

outside edge of 6 x12 and edge of slab

top of steel +130.15 (9'-1 13/16" a.f.f.)

see detail a/2.2e for plate

A ST

top of wood beam +131.44 (10'-5 1/4") bottom of wood beam 9'-9 3/4"

4 6

see detail c/2.2e (sim) for plate

A2.2d

6x6 tube steel column

cl cl

6x6 tube steel column

5x7 tube steel column

inside edge of 6 x 12 beam

outside face of 3x8 tube steel is 1 1/4" from face of framing

see detail b/2.2e for plate

bottom of steel (8'-4 13/16" a.f.f.)

bottom of wood beam 9'-5 13/16"

w8x28 bent

top of steel +130.56 (9'-6 11/16" a.f.f.)

see detail d/2.2e for plate

A2.2d

top of wood beam +131.44 (10'-5 5/16")

w8x21 angled with roof slope 14'-11 7/16"

w8x21 angled with roof slope

slab edge to steel edge

w14x61 (13.89" x 9.995")

bottom of steel 14'-7 11/16"

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

1 A2.2d Issued

7 A2.2d

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

08.24.12

slab drawing issue

08.30.12

slab drawing corrections

steel beams

wood beams

W8x28 (8.06" x 6.535")

Sheet Title

ground floor steel plan

Drawing File Scale

1/4"=1'-0"

Drawn By

jrm

Job martin and costin Sheet

A2.2c

Lot 05

4'-0"

4'-4 3/8"

4'-5" 9" finished floor 121.00

3x8 t.s.

10'-3 13/16"

8'-3 5/16" rough opening of door

14'-5 3/4" bottom of steel a.f.f.

9'-5 13/16" bottom of wood beam a.f.f.

8'-3 5/16" rough opening of door

6x12 wood beam

finished floor 121.00

steel section at hallway

w10x112

top of steel 131.32

top of 2x ceiling boards

10'-5 5/16"

15'-5 1/8"

14'-7 11/16" bottom of steel a.f.f.

9'-9 3/4" bottom of wood beam a.f.f.

8'-1 1/2" rough opening of window

top of wood beam 131.44

15'-5 1/8"

top of 2x ceiling boards

top of wood beam 131.44

10'-5 1/4"

w10x112

w10x22

top of steel 136.43

14'-5 3/4" bottom of steel a.f.f.

top of steel 136.43

136.48

finished floor 121.00

steel section at hallway

steel section at west living room

4'-0" 14'-11 7/16"

w10x112

finished floor 121.00

steel section at living room

steel section at breezeway

f.f.=121.00 top of slab = 120.70

O F CA I F O R L

Project Name

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

08.24.12

slab drawing issue

08.30.12

slab drawing corrections

ground floor steel sections

Drawing File

finished floor 121.00

Scale

1/4"=1'-0"

Drawn By

Sheet Title

see detail 2/a9.10

9'-6 11/16"

10'-3 13/16"

w8x21

C-30765

REN. 04.30.13

length to be set

3x8 t.s.

w8x21

9'-1 13/16"

6x12 wood beam

top of w8x21 130.15 11'-0 13/16"

see detail b/2.2e for plate

top of steel for w14x61 is 130.58

top of 3x8 t.s. 131.32

12'-11 1/4"

see detail c/2.2e for plate

see detail b/2.2e for plate

top of flat portion of bent w8x28. 132.07

w8x28

15'-5 1/8"

6x12 beam over return

w10x88 beyond

see detail d/2.2e for plate

9'-1 13/16"

6x12 beam

see detail a/2.2e for plate

top 6 x 12 wood beam 131.44

10'-5 5/16"

top 6 x 12 wood beam 131.44

verify length

top of steel at breezeway 133.94

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

top of w10x114 136.43

10'-5 1/4"

steel section at south living room wall

AR CH SED IT

KIRK! BLASCHKE

bottom of steel 8'-5 9/16"

8'-3 5/16" rough opening of door

finished floor 121.00

w8x21

12'-3 1/4" bottom of steel a.f.f.

8'-5 9/16" bottom of steel a.f.f.

9'-1 13/16"

12'-11 1/4"

w8x21

8'-3 5/16" rough opening of door

14'-5 3/4" bottom of steel a.f.f.

10'-4 13/16" bottom of steel a.f.f.

11'-0 13/16"

15'-5 1/8"

9'-8 3/16" bottom of rough opening for window above doors

top of steel 130.15

w8x28

8'-4 13/16" bottom of steel a.f.f.

flat position of bent w8x28

finished floor 121.00

top of steel 133.94

top of 2x ceiling boards

A ST

8'-3 5/16" rough opening of door

130.56

10'-5"

1 1/2" 9" 3'-0 1/2"

top of steel 132.07

top of steel above living room doors at southern wall

w14x61

4'-4 3/8"

1 1/2"

top of steel 136.43

9'-6 11/16"

15'-5 13/16"

4'-0" 14'-11 7/16"

9'-7 13/16" bottom of steel a.f.f.

15'-4 3/4"

1 1/2" 9" 4'-4 3/8"

top of steel at guest rooms

1024 harding ave. no. 202 venice, california 90291 310.663.6692

14'-11 7/16"

jrm

Job

beyond

martin and costin Sheet

steel sectional elevation

A2.2d

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

AR CH SED IT

KIRK! BLASCHKE

C-30765

REN. 04.30.13

A ST

steel section at living room

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

08.24.12

slab drawing issue

08.30.12

slab drawing corrections

Sheet Title

ground floor steel structural details Drawing File Scale

1/4"=1'-0"

Drawn By

jrm

Job martin and costin Sheet

steel section at living room

A B

A2.2e

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

ALL LIGHTS IN BATHROOM TO BE ON MOTION SENSORS SLOPE FLOOR 1/8" PER FOOT

eq.

guest kitchen

GUARDRAIL TO BE 42" HIGH WITH 3 15/16" MAXIMUM OPENING BETWEEN PICKETS beam below

6 A9.3

B A4.1

202

2 A10.1

202

dw 4"

3 A9.1

11'-6 1/8"

9'-4"

2'-6 5/8"

I A4.5

Issued

beam below

5 A9.1

204

3 A9.1

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

8'-0"

31'-4 3/4"

9 A9.1

21'-2 1/8"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

5 1/2"

26'-4"

2'-0 1/4"

3 1/4" 4"

deck

guest living room

O F CA I F O R L

Project Name

slope 1/4" per foot 1 A10.1

line of (e) floor to be extended

203

PLANTER AREA

207

guest bath

ref/ frz

eq.

C-30765

+133.5'

205

REN. 04.30.13

EAVE ABOVE

7'-0 1/2"

7'-9 5/8"

3/4" from face of concrete wall

step in curb

204

AR CH SED IT

KIRK! BLASCHKE

shower niche

5'-7 3/8"

26'-3 7/8"

eq.

22'-7 3/4"

PARKING SPACE #5 18'-0" X 8'-8"

2 A9.3

ROOF BELOW

201

1'-2 1/4"

eq. eq.

EAVE ABOVE

A ST

align center of post with center of column

201

DW 19R @ 7.51"

PARKING SPACE #4 18'-0" X 8'-8"

+133.25'

9'-1 3/8"

2'-2 1/8" 205

4'-5"

eq. plus 1 1/8"

eq.

9'-2 7/8" 2 1/4" 5 1/2" 1'-3" 2'-10 1/4" 1'-5 1/2"

eq.

4 A9.3

SPIRAL STAIRCASE SEE SHOP DRAWINGS SHEET A9.4

206

ELEVATED WALKWAY TO ELEVATED DRIVEWAY eq.

EAVE ABOVE

1'-10"

1'-11 3/8"

align center with railing

eq.

5 1/2"

2'-2 3/4" 3 1/2" 2'-4 5/8" 2'-0"

eq.

3 A9.1

1'-11 1/4"

a/c above

3 A9.1

17'-2 1/8"

14'-2 5/8"

3'-8 1/8"

7 A9.1

5 A9.3

4 A9.1

14'-6"

GUARDRAIL TO BE 42" HIGH WITH 3 15/16" MAXIMUM OPENING BETWEEN PICKETS 3 A9.3

K A4.5

J A4.5

existing wall new wall

5T @ 12" 6R @ 6"

Sheet Title

second floor plan

5T @ 12" 6R @ 6"

5'-0"

Drawing File

Scale

4'-0"

Drawn By

1/4"=1'-0" krb

Job

project north

RETAINING WALLS BELOW

PROPERTY LINE

martin and costin Sheet

A2.3

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

septic field area a 435 Sq ft

low retaining wall here with planting in front of it.

120.26

129.00

440.021 Sq ft 119' 4.3179"

existing fence to be removed

make irregular line at transition between rocks and wood decking. K A4.5

8'-0"

8T @ 12" 9R @ 7"

J A4.5

7 A9.1

3 A9.3

5 A9.3

3 A9.1

4 A9.1 3 A9.1

align center with railing

4 4 A9.3

132.00 f.s.

+133.25'

133.00 f.s.

KIRK! BLASCHKE

ROOF BELOW

AR CH SED IT

C-30765

A ST

planting area

DW 19R @ 7.51"

+133.5'

align center of post with center of column

VEHICULAR INTERCOM

ref/ frz

guest kitchen

deck 6 A9.3

guest living room

B A4.1

132.57 f.s.

6'-4 1/8"

PLANTER AREA

20'-0"

5 A9.1

132.17' f.s.

131.83' f.s.

3 A9.1

existing wall new wall

trench drain 5T @ 12" 6R @ 6" DN 131.83' f.s.

concrete with stone

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

3 A9.1

9 A9.1

131'-9" f.s.

Issued

verify location of hose bib with owner. it might be relocated to the planting area. 133.00 f.s.

underside of gate 132.25'

I A4.5

131'-10" f.s.

132.41 f.s. (survey no.)

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

131'-11" f.s.

existing asphalut curb

O F CA I F O R L

Project Name

concrete with stone

EXISTING WATER METER

REN. 04.30.13

Sheet Title

driveway plan

5T @ 12" 6R @ 6" Drawing File Scale

1 "asphalt curb

132.70 f.s.

131.83' t.g.

top of curb132.17'

Drawn By

131.66' t.g.

project north

24x24 drain with 12 pipe to connect to the other 24x24 drain

24x24 drain see civil drawings

4" x 6" metal post

krb

Job

132.62' f.s.

17'-1"

1/4"=1'-0"

12x12 drain see civil drawings

martin and costin Sheet

PROPERTY LINE

B gate will swing over planting area and curb vehicular gate see detail 1 sheet A9.7

A2.3B

F A4.3

C A4.2

3'-0"

FE A4.3

SIM.

D A4.2

6'-0"

Lot 05

3'-0"

D.S.

1024 harding ave. no. 202 venice, california 90291 310.663.6692

3'-0"

D.S. LOS ANGELES COUNTY FIRE DEPARTMENT ROOF NOTES

2 A9.1

1. ROOF VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH 9NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL FLASHING INSTALLED OVER A MINIMUM 36-INCH

3 1/2:12 SLOPE

FULL LENGTH OF THE VALLEY. FIRE CODE 4710.1.3 2. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. FIRE CODE 4710.1.4 3. ROOF AND ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE

SKYLIGHT

ATTIC AREA OF THE STRUCTURE. VENT OPENINGS SHALL BE PROTECTED BY

WALL LINE

CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4-INCH OPENINGS. VENTS

2 3 1/2:12 SLOPE

SEE SHEET A1.5 FOR OTHER LOS ANGELES COUNTY FIRE DEPARTMENT NOTES 3 1/2:12 SLOPE 6 3/4"

WALL LINE

CHIMNEY W/APPROVED SPARK ARRESTOR

2'-0"

RIDGE ELEV = 136.71' TOP OF PLYWOOD

6'-0" C L OF EXISTING RIDGE

15'-6"

3 1/2:12 SLOPE

3 A9.9

A A4.1

3 1/2:12 SLOPE

19'-6"

WALL LINE

RIDGE ELEV = 136.71' TOP OF PLYWOOD

125

WALL LINE

15'-6"

19'-6"

3 1/2:12 SLOPE

SHALL NOT BE INSTALLED IN EAVES OR CORNICES. FIRE CODE 4710.2.1 AND 4710.2.2

WALL LINE

4'-0"

WALL LINE

WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SEET RUNNING THE

3 1/2:12 SLOPE

WALL LINE

3 1/2:12 SLOPE

AR CH SED IT

KIRK! BLASCHKE

BEAM BELOW

C-30765

D.S.

3 1/2:12 SLOPE

WALL LINE

1'-0" 2 A9.1

WALL LINE

SLAT ROOF MATERIAL: TRU-SLATE CLASS "A" ROOFING MATERIAL IN GREYSTONE WITH VeRSASHIELD UNDERLAYMENT OVER CONTINUOUSLY APPLIED WEATHERWATCH. UL 790. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DOWN SPOUT, TYPICAL

4 A9.10 1'-11 1/2"

4 A9.10

3 1/2:12 SLOPE

NOTE:

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

ALL EXPOSED WOOD ON THE TRELLIS IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.

4 10'-6 5/8"

1'-0"

WALL LINE

3 1/2:12 SLOPE 3 1/2:12 SLOPE

1/2:12 SLOPE

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

4 A9.9

3 1/2:12 SLOPE

WALL LINE

10.20.09

roof plan

B A4.1

1 A9.2

SIM.

WALL LINE

Drawing File Scale Drawn By

6 A9.2

2'-0" D.S. 1'-0"

GUTTER

DOWNSPOUT LOCATION TYP.

E A4.3

1'-0"

krb martin and costin

Sheet

D.S.

EAVE ELEV =142.48'

1/4"=1'-0"

Job

WALL LINE 1'-0"

BALCONY LINE

2'-0"

WALL LINE

1'-0"

1 A9.2

Description

Sheet Title

BALCONY LINE

E ROOF PLAN SCALE: 1/4"=1'-0"

Project Name

4 A9.9

LOW SLOPING ROOF MEMBRANE: TORCH DOWN CLASS “A” ASSEMBLY OF CERTAINTEED FLINTLASTIC GTA-FR OVER 2 LAYERS OF CERTAINTEED GLASBASE BASE SHEET FIRST LAYER OF GLASBASE BASE SHEET TO BE MECHANICALLY ADHERED. UL LISTING R11656 ASSEMBLY NUMBER 30 INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

O F CA I F O R L

6'-0"

Issued

CHIMNEY W/APPROVED SPARK ARRESTOR

RIDGE ELEV =143.14'

1'-0"

H A4.4

D.S.

1 A9.2

1/2:12 SLOPE

3 1/2:12 SLOPE

D.S.

G A4.4

3 1/2:12 SLOPE

5'-0"

6 A9.2

2'-0"

1 A9.3

RIDGE ELEV = 134.17' TOP OF PLYWOOD

G A4.4

A ST

H A4.4

1'-0"

REN. 04.30.13

1'-0" D.S.

2'-5 1/2"

GUTTER

DOWNSPOUT LOCATION TYP.

7 A9.10

A4.3

A2.4

Lot 05

fau #2

1024 harding ave. no. 202 venice, california 90291 310.663.6692

fau #1

OVERHANG?

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

basement reflected ceiling plan Drawing File Scale Drawn By

1/4"=1'-0" krb/mh

Job martin and costin Sheet

A3.1

EQ.

C A4.2

EQ.

F A4.3

EQ.

E A4.3

EQ.

D A4.2

EQ.

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692 face of 6x8 to align with outside edge of framing ceiling boards at this point to have irregular width where outside and inside pattern meet

laundry

4'-11 11/16"

5'-6 7/16"

BED #2

top of kitchen cabinetry @ 7'-6" approx.

KITCHEN

soffit @ 7'-6", open above to beamed ceiling

LIVING ROOM

CH = 9'-0" A.F.F.

BATH #2

BATH#1

91.5807 Sq ft 44' 0.6345"

how to place this member with shear walls?

in this area, verify light locations with owner/architect

top of kitchen cabinetry @ 7'-6" approx.

powder room

elevator

A A4.1

pantry CH =

9'-0" A.F.F.

5/16"

3'-4 9/16"

EQ.

align center of 6x8 with center of t.s.

face of decorative wood members and interior exterior

patterns do not match at this point

EQ.

Issued

end of steel

soffit @ 8'-0" high

3 1/2" thick soffit @ 8'-0" high - open above to ceiling

6'-2 5/16"

MASTER CLOSET 1

MASTER BATH

C L

landing above with 1 3/4" x 14" LVL

A10.7

C L

1&2

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

A10.5

4'-0 1/4"

A10.4

skylight with light mounted at south side of shaft, angled towards vanity 2

C L

wooden screen

C L

4'-0 1/4"

GYM/YOGA

B A4.1

wooden screen (typ.) sits flush at underside of ceiling boards

I A4.5

reflected ceiling plan

B A4.1

1 13/16"

MASTER BEDROOM 1'-2"

C L

CH =10'-3" A.F.F.

Sheet Title

end of steel

A10.4

C L

MECH. ROOM

Scale

wooden screen (typ.) sits flush at underside of 6x8 clg. beam

MASTER CLOSET 2

TOILET 3

Drawn By

3 1/2" thick soffit @ 8'-0" high - open above to ceiling

A10.6

Drawing File

A10.5

soffit @ 8'-0" high

C L

1'-0" 1'-0"

O F CA I F O R L

A10.6

landing above with 1 3/4" x 14" LVL

C L

1'-0" 1'-0"

EQ.

ceiling boards at this point to have irregular width where outside and inside pattern meet

california roof above

C L

EQ.

21'-11 3/4"

sl fo ope ot 1 to /8" dr pe ai r n sl fo ope ot 1 to /8" dr pe ai r n

2'-0 9/16"

6'-7

3 1/2" x 14" PSL above UP 19R @ 7.51"

C-30765

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

6 A9.11

sprinkler head

9/1

5/1

C L

5'-4

EQ.

ALIGN

EQ.

light

1'-9 1/2"

KEY

align center of 6x8 with center of t.s.

1 A9.11

2 A9.11

sitting area EQ.

STORAGE

4 EQ.

Project Name

2'-0 9/16"

CH = 9'-2 1/4" A.F.F.

C L

KIRK! BLASCHKE

REN. 04.30.13

H A4.4

C.H. = 9'-8 3/4" A.F.F.

K A4.5

C L

G A4.4

AR CH SED IT

EQ.

exterior and interior patterns do not match at this point

align centers

ceiling boards at this point to have irregular width where outside and inside pattern meet

face of framing

EQ.

ENTRY

J A4.5

C L

center of 6x8 to center of t.s.

align centers

G A4.4

2 1/4"

A ST

H A4.4

EQ.

2 1/4"

EQ.

center of 6x8 to center of t.s.

EQ.

center of 6x8 to center of t.s.

this head must be mounted below the level of 2x2s

(all surrounding walls extend to beamed ceiling)

seating nook

closet

BED #1

1/4"=1'-0" jrm

Job martin and costin Sheet

C L

4 1/8" TYP. EQ. TYP.

C L

4 1/8" TYP. EQ. TYP.

2 x 2 typical 6 x 8 typical

C L

EQ.

C L

EQ. E A4.3

2 3/4"

3 A9.11

soffits open to ceiling above (typ.) - see interior elevations

F A4.3 eq.

eq.

H eq.

eq.

ceiling boards at this point to have irregular width where outside and inside pattern meet

eq.

6 A9.11

I 2'-9 9/16"

A3.2 project north

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

EQ.

EQ. 1'-9 3/4"

C L

SEE DETAIL 6, SHEET A9.2

4 C

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

second floor reflected ceiling plan

D light fixture

sprinkler head

Drawing File Scale Drawn By

1/4"=1'-0" krb/mh

Job martin and costin Sheet

A3.3

3 A9.9

w10x22

ridgeline at living room top of plywood 136.71

Lot 05

verify what is happening here

1024 harding ave. no. 202 venice, california 90291 310.663.6692

12 3-1/2

6x10

top plate of guest bedroom 133.22

6'-8"

f.f. 124.41

8'-0" overhead clearance

7'-0" cab height

6'-8"

8'-9 13/16"

need this height for elevator

finished floor of guest bedroom 124.41

3'-11"

finished floor of entry 121.00

ROCK

f.f. 121.00

f.f. 114.18

top of drain 114.14

6'-8"

w12x58

8'-5"

6 A9.1

8'-8 1/4"

r-19 insulation

f.f. 114.35 slope 1/8" per foot

existing slab 120.70

f.f. 114.60

1'-0"

10 3/4"

114.35

1 1/2"

top of slab at garage entrance

2'-6" 5'-0"

SECTION A-A scale 1/4"= 1'-0" C

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

1 A9.2

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

SIM. 1 A9.2

SIM.

3 A9.5 206 206

205

ROCK

SEE ROOF PLAN SHEET A2.4 FOR ROOF SPEC

2 A9.2 skylight box out

2 A9.3

2 A9.8

tv tel

3'-7 7/8"

9 1/

6 A9.3

3 A9.9

METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

4 A9.9

7'-9 1/2" 8" 7 1/2" x 1 1/2" board

Issued

2 A9.6 ridgeline at master bedroom top of plywood 134.17 (13'-2" above f.f.)

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

3.50

raise to floor level

102

9 A9.2

105

2 A9.2 4 8 A9.2 th

102

3 A9.2

telephone

106

building sections

107 138

139

133

1 A9.1

105

Sheet Title

9'-3 13/16"

4 A9.2

top plate 130.32 (9'-3 13/16" above f.f.)

2 A9.1

8 A9.2

finished floor 121.00 slab (n) 120.67 ground 120.25

Drawing File Scale

1/4"=1'-0"

Drawn By

krb/mh

Job

review with scott what the! typical thickened slab edge looks like

martin and costin Sheet

SECTION B-B scale 1/4"= 1'-0"

A4.1

Lot 05

1 A9.3

1 A9.2 6x10 beam

1 A9.2

SIM.

1024 harding ave. no. 202 venice, california 90291 310.663.6692

1 A9.3

SIM.

ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above f.f.)

8'-4 2"

2 A9.8

202

4 A9.2

top of ridge at plywood

1 A9.8

136.71 4 A9.2

finished floor of studio 133.50

2 A9.2

207

top plate of guest bedroom

106 105

fin. floor of guest bedroom 124.41

3 A9.2

finished floor at yoga room 121.62 top of existing slab at yoga room 121.35

12'-3 5/8"

8'-9 13/16"

4 A9.2

12'-5 3/8"

9 A9.2

10'-1 1/2"

2 A9.2

9'-6 7/8"

133.22

finished floor of entry 121.00 finished grade

finished grade 120.25

wood panels at base

120.00 6'-6 5/8"

8 A9.2

KIRK! BLASCHKE

SECTION C-C

AR CH SED IT

C-30765

A ST

REN. 04.30.13

scale 1/4"= 1'-0"

O F CA I F O R L

Project Name

1 A9.2

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

SIM.

1 A9.3

202

4 A9.2

207

1 A9.8

2 A9.2

w8x28 4 A9.9

finished floor of studio 133.50

2 A9.1

top plate 130.32 (9'-3 13/16" above f.f.)

9'-3 13/16"

top plate 131.48 (10'-5 13/16" above f.f.)

2x10

4 A9.2

3" x 8" x 3/8" t.s.

finished floor 121.00

2 A9.2

finished floor 121.00 glass at base

A9.10

21'-4 7/16"

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

Sheet Title

building sections

3 A9.2

113

permit set submittal

3.50

9 A9.2

slab (n) 120.67 finished grade 120.25

10.20.09

10x16

8x12

outrigger 6 x12

ridgeline at living room top of plywood 136.71 (15'-8 1/2" above f.f.)

Description

3.50

w10x112

Issued

15'-8 1/2"

ridgeline at master bedroom top of plywood 134.17 (13'-2" above f.f.)

4 A9.9

3 A9.9

10'-5 13/16"

2 A9.8

3'-6 11/16"

METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT INSTALL PER MANUFACTURER'S RECOMMENDATIONS

8'-4 2"

ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)

8 A9.2

A9.10

top of slab (e) 120.70 finished grade 119.32

Drawing File Scale Drawn By

1/4"=1'-0" krb

Job martin and costin Sheet

SECTION D-D scale 1/4"= 1'-0"

A4.2

Lot 05

B A4.1

H A4.4

1 A9.2

1 A9.3

1 A9.2

SIM.

G A4.4

1 A9.3

SIM.

1024 harding ave. no. 202 venice, california 90291 310.663.6692

A A4.1

6x10 beam ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)

w10x22 at kitchen (not shown in this section)

202

2 A9.8

8'-4 2"

SEE ROOF PLAN FOR ROOF SPEC

3 A9.9 SIM. 6x12 at laundry

4 A9.2

ridgeline at living room top of plywood

2x10

1 A9.8

136.71 (15'-8 1/2" above f.f.)

finished floor of studio 133.50

1'-5 9/16"

2 A9.2

207

10x16

6x12

typical head height

2 A9.1

4 A9.2

106

7'-6"

9 A9.2

123

typical sill height 2'-6"

2 A9.2

6'-3"

top plate 130.32 (9'-3 13/16" above f.f.)

guest bedroom f.f. 105

3 A9.2

finished floor of yoga room 121.62 top of existing slab at yoga room 121.35

102 119

finished grade 120.25

finished floor of guest bedroom 124.41

wood panels at base wood panels at base

new slab

top of subfloor 120.75 ground 119.32

bottom of psl 5'-5 1/8"

8 A9.2

finished floor 121.00

121

mechanical room

slope to drain

KIRK! BLASCHKE

SECTION E-E

AR CH SED IT

C-30765

A ST

REN. 04.30.13

scale 1/4"= 1'-0"

O F CA I F O R L

Project Name

w10x22 at kitchen (not shown in this section) 6x12 at laundry

ridgeline at living room top of plywood 136.71

3 A9.9 SIM.

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

2 A9.1

7 1/

3.50

ridgeline at master bedroom top of plywood

3.50

10x16

134.17 (13'-2" above f.f.) 3.50

3.50

2x10

top plate 130.32 (9'-3 13/16" above f.f.)

6x12

2 A9.1

109

1 A6.6

110

2 A9.2

mechanical room

slope to drain

5'-5 1/8"

new slab

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

3 A9.2 finished floor 121.00 slab (n) 120.67

ground 119.32

Description

9 A9.2

109

finished floor 121.00

Issued

8 A9.2

ground 120.25

Sheet Title

exterior elevations

2 A9.10

sim.

Drawing File Scale Drawn By

1/4"=1'-0" krb

Job martin and costin Sheet

SECTION F-F scale 1/4"= 1'-0"

A4.3

Lot 05

C A4.2

E A4.3

1024 harding ave. no. 202 venice, california 90291 310.663.6692

D A4.2

F A4.3

METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT INSTALL PER MANUFACTURER'S RECOMMENDATIONS

SEE ROOF PLAN FOR ROOF SPEC

4 A9.9 w8x28

ridgeline at master bedroom top of plywood 134.17 (13'-2" above f.f.)

2 A9.1

3.50

top plate 130.32 (9'-3 13/16" above f.f.)

8x12

107

108

finished floor 121.00 top of existing slab 120.70 finished grade 120.25

114

finished floor 121.00 top of existing slab 120.70 finished grade 120.25

120.25 ground

A9.10

8 A9.2

KIRK! BLASCHKE

SECTION G-G

AR CH SED IT

C-30765

scale 1/4"= 1'-0" A ST

REN. 04.30.13

O F CA I F O R L

chimney riser for future use Project Name

D A4.2

E A4.3

1 A9.2

F A4.3

C A4.2

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

1 A9.3

6 A9.2

ridgeline 143.14

top of opening 7'-0" above finished floor 3 A9.1 205

SEE ROOF PLAN FOR ROOF SPEC

4 A9.9

201

w8x28

4 A9.1

1 A9.6 201

4 A9.2

2 A9.2

finished floor of studio 133.50

3.50

2 A9.2

8x12

2 A9.2

stamped concrete

3 A9.1

108

8 1/8"

8 A9.2 4

A9.10

8 A9.2

105

3'-7 1/4"

finished floor 121.00 top of existing slab 120.70 finished grade 120.25

102

106

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

Sheet Title

102

1'-0 1/2"

1 A6.6 3 A9.2

Description

4 A9.2

9 A9.2

8 A9.2

Issued

4 A9.2

10'-6 4"

12 3.50

206

finished floor 121.00 top of existing slab 120.70 finished grade 120.25

8 A9.2

exterior elevations

Drawing File Scale Drawn By

1/4"=1'-0" krb

Job martin and costin Sheet

SECTION H-H scale 1/4"= 1'-0"

A4.4

Lot 05

1 A9.2

1024 harding ave. no. 202 venice, california 90291 310.663.6692 SIM. 1 A9.2

ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)

1-3 A9.5

1 A9.6 3 1/2" x 11 1/4" psl

3 A9.1 1

8'-4 2"

SIM.

5 A9.3

2 A9.8 2 A9.3

finished floor of studio 133.50

6 A9.3

4 A9.2

top of driveway at section 131.10

10'-6 1/2"

8'-4 2"

10'-6 4"

9'-6 16"

9 A9.2 105

3 A9.2

1 A9.1

top of existing slab 121.35

2 A9.2

10'-8"

top of opening 8'-0" above finished floor

top of beamm to be chamfered

TOP PLATE 132.01

top of existing slab 121.35

review with scott what the typical thickened slab edge looks like

SECTION I-I scale 1/4"= 1'-0" C

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

r-19 insulation (requires min. 6 1/4") 3/4" space for torch down roof

3/4" space for torch down roof

5/8" cdx plywood

1 1/2" sheathing 6x6

6x6 rafters 8x16 ridge beam 6 A9.2

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

8x16 ridge beam 2x sheathing 6x6 rafter tails scissored into 2x8 ceiling joists top of roof 143.14

2x8@16" o.c.

ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)

2x8@16" o.c.

6x6 rafter tails scissored into 2x8 ceiling joists top of roof 143.14

6x10 beam

ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)

1 A9.3

6 A9.2

1 A9.3

Issued

Description

09.14.10

4 A9.3

finished floor of studio 133.50 top plate 132.01

2 A9.8

finished floor of studio 133.50 6x6 @ 24" o.c.

finished floor of studio 133.50

existing wall to remain.

Sheet Title

sections of guest suite 1

8'-4 2"

psl supporting elevated driveway

8'-4 2"

10'-8"

12'-1 3/4"

top of opening 8'-0" above finished floor

8 A9.2

top of finished floor 121.62 top of existing slab 121.35

8 A9.2

Drawing File

8 A9.2

Scale

top of existing slab 121.35 top of grade in front courtyard 120.50 patio with large stones with plantings between

SECTION J-J scale 1/4"= 1'-0"

progress set

8'-3 4"

8'-4 2"

8'-3 4"

8'-4 2"

7'-0"

7'-9 8"

8'-4 2"

06.28.11

3'-0"

Drawn By

top of grade in front courtyard 120.50

1/4"=1'-0" krb

Job martin and costin Sheet

SECTION K-K scale 1/4"= 1'-0"

A4.5

1 A9.2

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

SIM.

1 A9.3

ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)

METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT INSTALL PER MANUFACTURER'S RECOMMENDATIONS

w10x45 6x8 will attach to steel beam on outside

1 A9.8

4 A9.2

hang point of trellis line of interior bottom of ceiling line of interior spacebottom of 6x8 w10x112

ridgeline at living room top of plywood 136.71 (15'-8 1/2" above f.f.)

hang point of trellis

207

2 A9.2

finished floor of studio 133.50

2 A9.1

12 3.50

10x16

3.50

112

top plate 130.32 (9'-3 13/16" above f.f.)

114

113

top plate 131.48 (10'-5 13/16" above f.f.)

115

1'-5 5/16" 6 X 12

9'-3 13/16"

9 A9.2

112

3 A9.2

2 A9.2

10'-5 13/16"

W8 X 21 2 A9.2

116

113

15'-8 1/2"

ridgeline at master bedroom top of plywood 134.17 (13'-2" above f.f.)

4 A9.9

3 A9.9

hang point of trellis

202

8'-4 2"

2 A9.8

3 A9.2

finished floor 121.00

slab (n) 120.75 finished grade 120.25

8 A9.2

slab (e) 120.75

8 A9.2

finished grade 119.32

SOUTH ELEVATION scale 1/4"= 1'-0"

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

eq.

1'-1"1'-1" 1 A9.3

typ.

1-3 A9.5

136.71

eq. 2 3/8"

2 A9.2

1 A9.6

3 A9.8

2 3/8" 10 3/4" cl

103

2 A9.2

103

101 120

121

6'-6"

finished floor of guest bedrooms 124.41

2 A9.3

cl cl cl

2 3/8" 10 3/4"

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

7 A9.3

122

101

6 A9.1

9 A9.2

3'-7 1/4"

8'-9 13/16"

12'-3 5/8"

top plate of guest bedrooms 133.22

6 A9.2

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

HOSE BIB

202

9 1/8" typ.

top of ridge at plywood

9 A9.2

Project Name

1 A9.2 2 A9.2

O F CA I F O R L

eq.

A9.2

REN. 04.30.13

Sheet Title

5 A9.3

exterior elevations SIM.

finished grade 120.00

KEYPAD FOR GARAGE DOOR

005

8 A9.2

Drawing File Scale Drawn By

1/4"=1'-0" krb

Job martin and costin Sheet

NORTH ELEVATION scale 1/4"= 1'-0"

A5.1

slope gutter 1/64" per ft.

1 A9.2

6 A9.2

verify slope of gutter in 1 field A9.3 6

7 A9.7

C A4.2 A9.7

ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)

ALIGN WITH CENTER OF POST 2 A9.9

8'-4 2"

3 1/8"

METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

7 1/ 4"

204

4 A9.2

ROCK

SEE ROOF PLAN SHEET A2.4 FOR ROOF SPEC

5 A9.7 203

8 3/8"

1024 harding ave. no. 202 venice, california 90291 310.663.6692

E A4.3

1 A9.6

finished floor of studio 133.50

Lot 05

D A4.2

F A4.3

3 A9.9

4 A9.9

2 A9.1

4 A9.2

2 A9.1

12 3.50

align with outside edge of finished wall

9 A9.2

U.G. ELECTRIC METER & SERVICE SIM.

eq.

2 3/8" 2 3/8" 9 1/8" typ. eq. 1'-0" 1'-0" eq. cl

4 3/4"

cl cl

4 A9.2 2 A9.2

104

111

2 A9.2

9 A9.2

4 A9.2

111

110

3 A9.2

cl cl cl

9 A9.2

4 3/4"

107

106

105

3 A9.2

9 1/4"

2 A9.2

2 A9.1

RECESSED WATER HEATER SEE APPLIANCE SCHEDULE sim.

7 A9.3

8 A9.2

5 A9.7

HOSE BIB

finished grade (per civil) 120.25

8 1/8"

top of existing slab at yoga room 121.35

HOSE BIB

8 A9.2

finished floor 121.00 slab (n) 120.75 finished grade (per civil) 120.25

WEST ELEVATION scale 1/4"= 1'-0"

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

C A4.2

D A4.2

O F CA I F O R L

Project Name

E A4.3

1 A9.2

C A4.2

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

1 A9.3

6 A9.2

F A4.3

METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT INSTALL PER MANUFACTURER'S RECOMMENDATIONS

REN. 04.30.13

top of opening 7'-0" above finished floor SEE ROOF PLAN FOR ROOF SPEC EMERGENCY EGRESS FROM BEDROOM CLEAR WIDTH 24", CLEAR HEIGHT 4'-0" FOR A NET AREA OF 8 S.F.

SKYLIGHT

ridgeline at living room top of plywood 136.71 (15'-8 1/2" above f.f.)

205

118

EAST ELEVATION

eq. 2 3/8"

eq. 2 3/8" cl cl

septic pump

1'-5 1/2"

top of slab (e) 120.75 finished grade 119.32

9 A9.2

typ. 4 A9.2

generator

9 1/8" typ. 102

A/C

9 1/8" typ.

3'-0" 8 A9.2

8 A9.2

gas meter with earthquake valve

06.28.11

progress set

STONE

finished floor of guest bedrooms 124.41 finished floor 121.00 top of existing slab 120.75 finished grade 120.25

A/C

plan check corrections

exterior elevations

10'-6 4"

117

9 A9.2

3'-6"

1'-8 1/8"

HOSE BIB

9 A9.2

06.21.10

Sheet Title

2 A9.2

HOSE BIB

2'-6"

116

118 8'-0"

4 A9.2

permit set submittal

4 A9.2

102

119

2 A9.2

finished floor 121.00

4 A9.2

2 A9.2

SIM.

10.20.09

finished floor of studio 133.50

2 A9.2

10'-5 13/16"

15'-8 1/2"

top plate at living room 131.48 (10'-5 13/16" above f.f.)

Description

206

2 A9.2

125

2 A9.1

1 A9.6

4 A9.1

201

4 A9.2

Issued

201

1'-0 1/2"

3 A9.9

3 A9.1

8 A9.2

7 A9.3

Drawing File Scale Drawn By

1/4"=1'-0" krb

Job

sim.

martin and costin Sheet

4" DIA. SMOOTH METAL DRYER VENT DUCT WITH BACKDRAFT

scale 1/4"= 1'-0" (2) 2" DIAMETER AIR EXHAUSTS FOR THE FAU'S (1) 3" DIAMETER EXHAUSTS FOR THE BOILER INSTALLED PER PLUMBING AND MECHANICAL CODES (2) 2" DIAMETER AIR INTAKES FOR THE FAU'S (1) 3" DIAMETER INTAKE FOR THE BOILER INSTALLED PER PLUMBING AND MECHANICAL CODES

A5.2

Lot 05

C A4.2 eq. slope gutter 1/32" per ft. 1 A9.2

6 A9.2

7 A9.7

align with center of post

eq. slope gutter 1/32" per ft.

slope gutter 1/32" per ft.

verify gutter slope in field

chimney riser for future use

6 A9.7

1024 harding ave. no. 202 venice, california 90291 310.663.6692

1 A9.3

top of opening 7'-0" above finished floor 3 A9.1

206

2 A9.2

5 A9.7

center of post and vertical fascia board

201

1 A9.6

4 A9.1

201

center of post, beam and vertical fascia board 5 A9.3

3 A9.3

4 A9.2

eq.

4 A9.2

finished floor of driveway 131.50

4 A9.2

102

2 A9.2

124

septic pump generator

A/C

typ.

eq. 2 3/8"

HOSE BIB

2 A9.2 ALIGN

5'-4 1/2"

cl cl

1'-0 1/2"

4 A9.2

9 A9.2

1'-3 1/2"

119

1'-3 1/2"

5'-6 3/8" from face of stucco

102

cl cl

cl 9 1/8" typ.

finished floor of studio 133.50

finished floor of guest suite 124.41 finished floor 121.00 top of existing slab 120.75 finished grade 120.25

9 1/8" typ.

8 A9.2

5 A9.7

7 A9.3 sim.

EAST ELEVATION scale 1/4"= 1'-0" C

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

exisitng pine tree

4'-6"

11"

6'-0"

132

1'-2" typ.

possible pedestrian gate location

8 3/4"

133.00 132.26

.92'

+ 6'-0"

133.92

1'-4"

135.25

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

137.92 136.58

O F CA I F O R L

Project Name

17'-1"

5'-4 1/4"

REN. 04.30.13

131

Issued

finished surface 131.83 66% open above the bottom panel

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

130 129 128 127 126

front fence elevation from outside of property

1/4"=1'-0"

Sheet Title

exterior elevations

Drawing File Scale Drawn By

132 131

129 128

1/4"=1'-0" krb

Job martin and costin Sheet

2'-6"

130

1'-9"

finished surface 131.83

127 126

front fence elevation from inside of property

1/2"=1'-0"

A5.3

Lot 05

wood grill on outside of window

varies 4"

5" 5"

18 LIGHT SLIDING

7 LIGHT FIXED

4 1/8" eq.

4 1/8"

8'-0"

varies

5" 4 1/8" 4 1/8"

4 1/8"

skylight

21 LIGHT SLIDING

SIZE VARIES

eq.

12 LIGHT WITH WOOD PANEL FIXED

7'-0"

SCREENED

EXTERIOR CASING

CSMT ADJR

FASTENER

low e, multipane windows with min. one pane tempered

8'-3/8"

WD-A

STN.

WD-A

STN.

12/A6.2 11/A6.2 10/A6.2

104

11'-9 1/4"

2'-8"

8'-2 11/16"

WD-A

STN.

WD-A

STN.

3/A6.2

2/A6.2

1/A6.2

105

3'-3/4"

5'-3/4"

8'-3/8"

WD-A

STN.

WD-A

STN.

3/A6.3

2/A6.3

1/A6.3

106

3'-3/4"

5'-3/4"

8'-3/8"

WD-A

STN.

WD-A

STN.

3/A6.3

2/A6.3

1/A6.3

5/A6.4

4/A6.4

BOLTS

5'-3/4"

HINGES

2'-3/4"

SECURITY

SILL

FINISH

103

HEAD

MATERIAL

JAMB

FINISH

12/A6.2 11/A6.2 10/A6.2

107

7'-4 3/4"

8'- 3/4"

8'-3/8"

WD-A

STN.

WD-A

STN.

4 /A7.4 12/A7.4

108

9'-1 3/8"

6'-3 11/16"

8'-2 11/16

WD-A

STN.

WD-A

STN.

4/A6.4

109

3'-2 3/4"

6'-1 3/4"

8'-3/8"

WD-A

STN.

WD-A

STN.

4/A6.4

110

2'-6 3/4"

4'-6 3/4"

8'-3/8"

WD-A

STN.

WD-A

STN.

111

9'-5 3/8"

4'-8 11/16"

8'-2 11/16"

WD-A

STN.

WD-A

STN.

8/A6.3

7/A6.3

6/A6.3

112

5'-10 9/16" 1'-9 15/16"

WD-A

STN.

WD-A

STN.

9/A6.4

8/A6.4

7/A6.4

tempered

VERIFY SIZE IN THE FIELD

113

6'-1111/16" 1'-9 15/16"

WD-A

STN.

WD-A

STN.

9/A6.4

8/A6.4

7/A6.4

tempered

VERIFY SIZE IN THE FIELD

114

9'-11 9/16"

3'-6 3/8"

WD-A

STN.

WD-A

STN.

12/A6.4 11/A6.4 10/A6.4

tempered

VERIFY SIZE IN THE FIELD

115

9'-11 9/16"

3'-6 3/8"

WD-A

STN.

WD-A

STN.

12/A6.4 11/A6.4 10/A6.4

tempered

VERIFY SIZE IN THE FIELD

116

7'-5 3/8"

5'-2 11/16"

8'-2 11/16"

WD-A

STN.

WD-A

STN.

8/A6.3

7/A6.3

6/A6.3

YES

117

8'- 3/8"

4'-8 11/16"

8'-2 11/16"

WD-A

STN.

WD-A

STN.

1/A6.5

4/A6.5

YES

118

3'-11 3/8"

4'-8 11/16"

8'-2 11/16"

WD-A

STN.

WD-A

STN.

8/A6.3

7/A6.3

6/A6.3

119

7'-5 3/8"

5'-2 11/16"

7'-8 11/16"

WD-A

STN.

WD-A

STN.

8/A6.3

7/A6.3

6/A6.3

120

4'-9 3/8"

5'-2 11/16"

7'-8 11/16"

WD-A

STN.

WD-A

STN.

8/A6.3

7/A6.3

6/A6.3

YES

121

3'-0"

7'-6 3/8"

WD-A

STN.

WD-A

STN.

6/A6.4

tempered

122

4'-9 3/8"

5'-2 11/16"

7'-8 11/16"

WD-A

STN.

WD-A

STN.

8/A6.3

7/A6.3

6/A6.3

tempered

YES

123

4'-9 3/8"

5'-2 11/16" 7'-8 11/16"

WD-A

STN.

WD-A

STN.

3/A6.4

2/A6.4

1/A6.4

124

not used

125

---

126

127

4'-0"

5'-1"

tempered

box

tempered

YES

box

tempered

11/A6.3 10/A6.3 9/A6.3

YES YES

tempered

YES

skylight verify manufacturer with owner/architect

201

3'-3/4"

1'-8 3/4"

7'-3/8"

WD-A

STN.

202

3'-8"

3'-6 3/4"

7'-3/8"

WD-A

203

3'-2"

4'-3/4"

7'-3/8"

204

3'-2"

4'-3/4"

205

3'-3/4"

206

3'-3/4"

207

6/A6.2

5/A6.2

4/A6.2

tempered

WD-A

STN.

WD-A

STN.

---

7/A6.2

WD-A

STN.

WD-A

STN.

3/A6.3

2/A6.3

1/A6.3

7'-3/8"

WD-A

STN.

WD-A

STN.

3/A6.3

2/A6.3

1/A6.3

5'-3/4"

7'-3/8"

WD-A

STN.

WD-A

STN.

12/A6.2 11/A6.2 10/A6.2

5'-3/4"

7'-3/8"

WD-A

STN.

WD-A

STN.

12/A6.2 11/A6.2 10/A6.2

WD-A

STN.

WD-A

STN.

8'-3 5/16" 5'-2 11/16"

7'-2 11/16"

4/A6.3 2/A6.2

1/A6.2

tempered

AR CH SED IT

KIRK! BLASCHKE

C-30765

REN. 04.30.13

O F CA I F O R L

Project Name

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

05.26.11

revisions

06.28.11

progress set

7 LIGHT HOPPER

3'-6 3/8"

9'-11 9/16"

Sheet Title

7 1/2"

3 3/16" frame

10 LIGHT SLIDING

3'-6 3/8"

HEIGHT A.F.F.

STN.

HEIGHT

WD-A

*windows drawn from inside view

3 3/16" frame

STN.

1. EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS ANDGLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE. (FIRE CODE 4715.2.2)

7 1/2"

WD-A

ROUND WINDOW

NOTES:

3'-6 3/4"

window schedule

9'-11 9/16" WINDOW 114

1 7/8" frame

Drawing File

5" WINDOW 113

8'-3/8"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

3'-2"

3 LIGHT HOPPER

5'-3/4"

3'-8"

NOT USED

3'-3/4"

7/8" 7/8" 4" 4"

SECOND FLOOR

4 1/2" 2 1/8"

1'-2 3/8"

eq.

WINDOW 115

3'-3/4"

4 1/2"

4 1/2" eq.

4 1/8" 4 1/8"

eq.

4'-3/4" 5"

1'-8 3/4"

102

5/A6.3

see plan for direction of travel of window

4 1/8"

NOT USED

STN.

4 1/8"

7'-6"

NOT USED

eq.

wood panels

6 LIGHT SLIDING

EQ.

eq. eq.

4 1/2"

EQ.

eq.

4 1/8"

8'-0"

5'-0 3/4"

NOT USED

WD-A

NOT USED

STN.

A ST

3'-0 3/4"

WD-A

confirm with schotten fenster that this is correct to align with sliding doors

8'-3/8"

WOOD-A: verify with owner

EQ.

4 1/8"

1'-5"

4 1/8" eq.

EQ.

4 1/8" eq.

varies

35 LIGHT SLIDING

4 1/8" 4 1/8" 4 1/8" 4 1/8"

see plan for direction of travel of window

f.f.

MATERIAL

4 LIGHT FIXED

3'-0"

NO. TYPE

GROUND FLOOR

7 LIGHT TILT & TURN IN-SWING CASEMENT

REMARKS

3'-0"

11'-9 3/4"

5" 5"

HARDWARE

f.f. FIXED ROUND

GLAZING

101

WIDTH

8'-0"

7 LIGHT TILT & TURN IN-SWING CASEMENT

WINDOW 112

in progress

2'-8" 5"

outside

8'-0"

inside

3'-0"

DETAIL all details on A6.2, A6.3, A6.4 and A6.5 u.o.n.

3'-0"

6"9"6" 9"6"

8'-0"

varies

cl cl

FRAME

tempered glass both panes

WINDOW

1024 harding ave. no. 202 venice, california 90291 310.663.6692

Scale Drawn By

n.a. krb

Job martin and costin Sheet

1 LIGHT FIXED

SWING VARIES

A6.1

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

stucco

R-25 INSULATION

expandable foam

rough opening

7'- 7/8" off finished floor

width of window

1/2"

7/8" TILE MORTAR 3/8" TILE

7/8" each side

3'-3/4" width of window for window 201

window 201 jamb hopper in-swing window

casing beyond vertical grill members in background

caulking in joint backer rod and permathane caulking expandable foam

exterior

3"=1'-0"

window 102,103, 205 and 206 head fixed window

5 1/8"

c l of window muntin

plastic shim

interior

3"=1'-0"

KIRK! BLASCHKE

C-30765

5/8 densglass

"l" bracket to support route into casing so it is free of the head of the lift and slide

O F CA I F O R L

Project Name

caulking in joint

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

expandable foam

interior

window 201 head hopper in-swing window

AR CH SED IT

REN. 04.30.13

8'-2 11/16" off finished floor for window 104 7'-2 11/16" off second floor finished floor for window 207

7/8"

14mm

interior

port orford wood to be stained

8'-3 3/16" off finished floor for window 104 7'-3 3/16" off second floor finished floor for window 207

top of window frame

14mm

horizontal grill member typ.

caulking

top of rough opening

height of top of window frame above finished floor

exterior

WINDOWS RATHER THAN TYPICAL FIXED WINDOWS

copper weep screed

7'-3/8" off finished floor for window 201

interior

NOTE: WINDOW 206 STILES MATCH STILES OF LIFT AND SLIDE

3/8"

7/8"

5 1/2"

1/2"

expandable foam

protecto wrap bituthene flashing protecto wrap bituthene flashing

8 3/8

5/8 densglass

1/2"

stucco

shim wall as required

1/4"

4 1/2"

plywood per structural drawings

window to be attached with metal strap

7'-1 1/4" off finished floor for window 201

3"=1'-0"

metal lath over two layers of tyvek water proof membrane

copper weep screed caulking port orford wood to be stained

7 7/8"

bottom of rough opening above finished floor

window 104 jamb lift and slide window

interior 5/8" drywall

protecto wrap bituthene flashing

7/8" tile mortar

3/8"

1/4"

5/8 densglass

1/2"

1 1/2" 2"

port orford wood to be stained

8'-3/8" off finished floor for window 102 and 103 7'-3/8" off of second floor finished floor for windows 205 and 206

3"=1'-0"

A ST

1/2"

1/4" interior

protecto wrap bituthene flashing

3/8" tile

caulking

window height above finished floor

width of window

11'-9 1/4" width of window

11'-10 1/4" width of window

metal lath over two layers of tyvek waterproof membrane

plywood per structural drawings

8'-7/8" off finished floor for window 102 and 103 7'-7/8" off of second floor finished floor for windows 205 and 206

rough opening of window

stucco

copper weep screed

rough opening above finished floor

1/2" each side

interior

protecto wrap bituthene flashing

7 1/4"

shim interior wall as required

3'-2 1/2" width of rough opening for window 201

stucco protecto wrap bituthene flashing

2 7/16"

width of window

width of rough opening

1'-0 5/8"

metal lath over two layers of tyvek water proof membrane

interior 5/8" drywall

1/4"

need 7/8" for opening plus 3/8" rabbet all four sides

3"=1'-0"

expandable foam

window 102,103, 205 and 206 jamb fixed window

7/8"

2 1/2"

interior

plywood per structural drawings copper stucco screed

1'-3 1/4"

WINDOWS RATHER THAN TYPICAL FIXED WINDOWS

1/2"

NOTE: WINDOW 206 STILES MATCH STILES OF LIFT AND SLIDE

copper stucco screed

7'- 3/8" off finished floor

protecto wrap bituthene flashing protecto wrap bituthene flashing

port orford to be stained

window opening

2 11/16"

5 1/2"

2'-3/4" width of window for window 103

2 1/2"

expandable foam

3/8" protecto wrap bituthene flashing protecto wrap bituthene flashing

stucco

7/8"

5 1/2"

3'-1 3/4" width of rough opening for windows 102, 205 and 206 2'-1 3/4" width of rough opening for window 103

1/4"

3'-3/4" width of window for windows 102 , 205 and 206

width of rough opening

3/8"

1/4"

2 1/2"

1/2" each side

1" 1/2" 1/2"

windows to use metal straps for installation

caulking in joint

1/4"

interior 5/8" drywall

3 3/4"

1/2"

interior

3/8"

plywood per structural drawings

1/2"

plywood per structural drawings

copper drip flashing

2 1/8"

copper stucco screed

1/2"

protecto wrap bituthene flashing

7 1/4"

1/8"

3.00

stucco

backer rod and permathane caulking

5 1/2"

metal lath over two layers of tyvek water proof membrane

caulking in joint

5 1/2"

3/8"

7/8"

metal lath over two layers of tyvek water proof membrane

backer rod and permathane caulking

roof underlayment 2X6 LAID FLAT SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

3/8" protecto wrap bituthene flashing

top of wainscoating below

1/2"

interior 5/8" drywall

top of wainscoating below

1/4"

5 1/2"

1/8"

stucco

caulking in joint windows to use metal straps 3/8" for installation

5/8" densglass

5/8" densglass copper weep screed copper standing seam metal roof verify with owner/architec type of standing seam

backer rod and permathane caulking

exterior

7 7/8"

1/4"

metal lath over two layers of tyvek water proof membrane

exterior

port orford wood to be stained top of wainscoating below

port orford wood to be stained

metal lath over two layers of tyvek water proof membrane

8 3/8"

5/8" densglass

exterior

window 104, 207 head lift and slide window

3"=1'-0"

Issued

Description

permathane chaulking

ship lapped horizontal siding

NOTE: WINDOW 206 STILES MATCH STILES OF LIFT

AND SLIDE WINDOWS RATHER THAN TYPICAL FIXED WINDOWS

window 102, 103, 205 and 206 sill fixed window

3"=1'-0"

1/8"

two layers of tyvek water proof membrane densglass batt beyond

densglass batt beyond

interior 5/8" drywall 1/8"

3/8" tile 7/8" tile mortar

two layers of tyvek water proof membrane

10 window 202 head and sill tilt in-swing window

3"=1'-0"

progress set

window details

1/8" two layers of tyvek waterproof membrane densglass batt beyond

window 201 sill hopper in-swing window

5/8" 1 1/4"

Drawing File Scale

bottom of rough opening

7 7/8"

ship lapped horizontal siding

1/4"

3 3/8" 1 1/4"

1/2"

3/4"

5'-2 3/4" off finished floor for window 201

copper pan

protecto wrap bituthene flashing

7 1/4"

06.28.11

7/8"

1 1/4"

14mm

3/8"

permathane chaulking

ship lapped horizontal siding

bottom of rough opening above finished floor

plan check corrections

Sheet Title

wood sill

copper pan

slope 1/2" per foot

interior 5/8" drywall

06.21.10

exterior

5'-4 11/16" above first floor finished floor for window 104 2'-0" above second floor finished floor for window 207

5'-3 5/8" off finished floor for window 201

densglass

3/4"

top of sill

exterior

height of bottom of window frame above finished floor

1/2"

3/4"

bottom of rough opening above finished floor

68mm

interior protecto wrap bituthene flashing

1'-6"

3 3/8" 1 1/4"

permathane chaulking

1/4"

1/2"

copper pan

3/8"

1/2"

2'-11 1/8" off finished floor for window 102 and 103 1'-11 1/8" off of second floor finished floor for windows 205 and 206

1/4" 3 3/8"

3'-5 1/8" rough opening off finished floor

OUTSIDE

permit set submittal

interior

plastic shims

permathane chaulking plastic shims

2'-11 5/8" off finished floor for windows 102 and 103 1'-11 5/8" off of second floor finished floor for windows 205 and206

permathane caulking

1/2" 1 1/2"

height of bottom of window frame above finished floor

3/8"

2 1/2" rough opening

exterior

1/4" 1/2"

7/8"

14mm interior

1/2"

14mm

permathane chaulking

7/8"

copper pan

3'-5 5/8" off finished floor

7/8"

window opening

10.20.09

3"=1'-0"

5'-2 11/16" above floor finished floor for window 104 1'-10" above second floor finished floor for window 207

Drawn By

8 3/8"

as noted krb

Job martin and costin Sheet

thicken wall as required two layers of tyvek waterproof membrane interior 5/8" drywall

protectowrap bituthene flashing

4 window 104, 207 sill lift and slide window

3"=1'-0"

A6.2

Lot 05

5/8" densglass

3/8" 1/8"

3/8"

protecto wrap bituthene flashing

expandable foam

14mm

7/8"

protecto wrap bituthene flashing copper stucco screed plywood per structural drawings

caulking in joint windows to use metal straps 3/8" for installation

5 1/2"

7/8"

3/8" protecto wrap bituthene flashing

protecto wrap bituthene flashing

1/2"

protecto wrap bituthene flashing

7 1/4"

1/2" plywood per structural drawings

8 3/8"

1/8"

protecto wrap bituthene flashing

backer rod and permathane caulking

7/8"

7/8" 6 5/8" stud

1/2"

plywood per structural drawings

3/8"

8 3/8"

copper stucco screed

stud

6 5/8"

protecto wrap bituthene flashing

5/8"

stucco

windows to use metal straps for installation

screen where occurs see schedule

metal lath over two layers of tyvek water proof membrane

caulking in joint

5 1/2"

expandable foam protecto wrap bituthene flashing

backer rod and permathane caulking

1/8"

4" copper

stucco

1/4"

copper stucco screed

wood grill, see PDF of shop drawing corrections for dims.

expandable foam

copper stucco screed

plywood per structural drawings

1/2"

metal lath over two layers of tyvek water proof membrane

5/8" densglass

1/4"

windows to use metal straps for installation

caulking in joint

7 1/4"

metal lath over two layers of tyvek water proof membrane

backer rod and permathane caulking

exterior

port orford wood to be stained top of wainscoating below

1/4"

5 1/2"

exterior

port orford wood to be stained

1/4"

stucco

caulking in joint

5 1/2"

top of wainscoating below

backer rod and permathane caulking

1/4"

metal lath over two layers of tyvek water proof membrane

5/8" densglass

exterior

5/8" densglass

1/4"

top of wainscoating below

port orford wood to be stained

exterior

port orford wood to be stained

1024 harding ave. no. 202 venice, california 90291 310.663.6692

14mm expandable foam interior

interior interior 5/8" drywall

interior 5/8" drywall

1/4"

1 1/8" each side

5/8" each side

width of window

2'-6 3/4" width of window for window 110

rough opening of window 9'-6 5/8" 7'-6 5/8" 4'- 5/8" 4'-10 5/8"

width of rough opening

2'-9" width of rough opening for window 110

1/4"

for window 111 for windows 116, 119 for window 118 for windows 120, 122

1/4"

1/2" each side

width of window 9'-5 3/8" for window 111 7'-5 3/8" for windows 116, 119 3'-11 3/8" for window 118 4'-9 3/8" for windows 120, 122

1/2" each side

width of window

1/4"

width of window

3'-0" width of window for window 101

3'-3/4" width of window for windows 105 and 106

width of rough opening 3'-1 3/4" width of rough opening for windows 105 and 106 3'-3" width of rough opening for windows 203 and 204

width of rough opening

3'-1" width of rough opening for windows 101

3'-2" width of window for windows 203 and 204

interior interior

7/8"

5 1/2"

top of window frame

caulking in joint

8'-2 11/16" for windows 111, 116, 118

expandable foam

8'-7/8" off finished floor for window 105 and 106 7'-7/8" off finished floor for 203 and 204

8'- 3 1/4" width of window for window 207

wndw 111, 116, 118, 119, 120, 122 head lift & slide wndw

bottom of rough opening

1/8"

3'-4 1/8" above finished floor for windows 111, 118 2'-10 1/8" above finished floor for window 116 2'-4 1/8" above finished floor for windows 119, 120, 122

two layers of tyvek water proof membrane batt beyond

drip

8 3/8" 6 5/8" stud

6 5/8" two layers of tyvek waterproof membrane

interior 5/8" drywall

3"=1'-0"

7/8" 7/8"

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

2'-11 1/8" off finished floor for windows 105, 106, 203 and 204

Sheet Title

window details

3/4"

1/4"

3 3/8" 1 1/4"

protecto wrap bituthene flashing

7 1/4"

densglass Drawing File Scale

ship lapped horizontal siding

8'- 4 1/4" width of rough opening for window 207

Drawn By

1/8"

copper stucco screed

interior 5/8" drywall

protecto wrap bituthene flashing

two layers of tyvek water proof membrane

Job

batt beyond

Sheet

as noted JM martin and costin

metal lath over two layers of tyvek water proof membrane

1/2" plywood per structural drawings

wndw 111, 116, 118, 119, 120, 122 sill lift & slide wndw

Description

permathane chaulking

width of rough opening

protectowrap bituthene flashing

window 110 jamb casement tilt & turn in-swing window

bottom of rough opening above finished floor

5 1/2"

8 3/8"

1/2"

blocking as required

1/2"

copper pan

1/2"

5/8" 1 1/4"

stud

5/8" densglass

2'-11 5/8" off finished floor for windows 105, 106, 203 and 204

1/2" each side

backer rod and permathane caulking

Issued

exterior

height of bottom of window frame above finished floor

interior 5/8" drywall

1/4"

1 7/8"

densglass

ship lapped horizontal siding

interior 5/8" drywall

7/8" copper pan

drip

6 5/8"

3"=1'-0"

permathane chaulking plastic shims

8'- 3 1/4" width of window for window 207

caulking in joint

permathane caluking

interior

width of window

expandable foam

wood sill

bottom of rough opening above finished floor 3'-4 1/2" off finished floor for window 110

protecto wrap bituthene flashing

3'-6" above finished floor for windows 111, 118 3'-0" above finished floor for window 116 2'-6" above finished floor for windows 119, 120, 122

interior

7/8"

3/8"

1/2"

3/4"

1/4"

1 1/8"

3'-5 5/8" off finished floor for window 110 copper pan

screen where occurs see schedule

top of sill

permathane caulking

5/8"

height of bottom of window frame above finished floor

permathane chaulking plastic shims

68mm

exterior

1" thick screen, verify location with bruce

14mm

exterior

O F CA I F O R L

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

wndw 105, 106, 203 and 204 head in-swing wndw 14mm

3"=1'-0"

7/8"

3/8"

7/8"

interior

Project Name

window height above finished floor

exterior

interior interior

8'-3/8" off finished floor for 105 and 106 7'-3/8" off finished floor for 203 and 204

window 207

3"=1'-0"

KIRK! BLASCHKE

C-30765

caulking in joint backer rod and permathane caulking expandable foam

14mm

interior

AR CH SED IT

REN. 04.30.13

screen where occurs see schedule

exterior

window 110 jamb casement tilt & turn in-swing window

5/8 densglass

width of window

7'-8 11/16" for windows 119, 120, 122 1" thick screen, verify location with bruce

interior

"l" bracket to support route into casing so it is free of the head of the lift and slide

1/4"

5/8"

5 1/2"

1/4"

3/8"

5/8" 3/8"

1 1/8"

window 205 see 12/A6.2 for details

rough opening above finished floor

A ST

8'-3/8" off finished floor for 110

5/8 densglass

port orford wood to be stained

7 1/4"

port orford wood to be stained

8 3/8

copper weep screed caulking

14mm

7'-9 5/16" for windows 119, 120, 122

caulking in joint backer rod and permathane caulking expandable foam

window height above finished floor

8'-3 5/16" for windows 111, 116, 118

stucco

plywood per structural drawings

top of rough opening 5/8" densglass

1/2"

7 1/4"

protecto wrap bituthene flashing

8'- 4 1/4" width of rough opening for window 207

metal lath over two layers of tyvek water proof membrane

caulking

rough opening above finished floor

8' - 1 1/2" off finished floor for window 110

protecto wrap bituthene flashing interior 5/8" drywall

width of rough opening

1/2"

8 3/8"

metal lath over two layers of tyvek water proof membrane

port orford wood to be stained

stucco

protecto wrap bituthene flashing

blocking as required

biscuit joint

5/8 densglass

copper weep screed

port orford wood to be stained

copper weep screed caulking

3"=1'-0"

structural header

wndw 105, 106, 203 and 204 jamb in-swing

5 1/2"

studs in wall below

5 1/2"

stucco

plywood per structural drawings

6 5/8"

1/2" 3/8"

interior 5/8" drywall

3"=1'-0"

10 3/4"

top of wainscoating below

1/2" plywood per structural drawings

protecto wrap bituthene flashing

structural header

window 101 jamb fixed window

1/2" each side

5 1/2"

8 1/2"

protecto wrap bituthene flashing

3"=1'-0"

1/4"

6 5/8"

1/4"

windows 111, 116, 118, 119, 120, 122 jamb lift & slide window

2 7/8"

metal lath over two layers of tyvek water proof membrane

studs in wall below

interior 5/8" drywall

3"=1'-0"

1 1/2"

window 110 jamb casement tilt & turn in-swing window

6 wndw 207 jamb and corner detail lift and slide window

3"=1'-0"

wndw 105 106, 203 and 204 sill in-swing window

3"=1'-0"

A6.3

exterior

2'-11 1/4"

port orford wood to be stained

5 1/2"

1 7/8" 4" protecto wrap bituthene flashing

1/4"

1 1/8" width of window

5' - 10 9/16" for window 112

9' - 11 9/16" for window 114 verify

1 1/2" shipped-lapped board

3'-2 1/4" width of rough opening for windows 121

varies for window 113, see schedule 6' - 13/16" for window 112

12 windows 112 & 113 jamb fixed window

3"=1'-0"

8 5/16" stud

port orford wood to be stained

rough opening above finished floor

5 1/2"

1/4"

top of door frame

caulking in joint

8'-2 11/16" for door 112

expandable foam eq. 7/8" cl

schotten fenster to route channel for screen by owner

eq.

1/4"

5 1/2"

3/8"

5/8" 3/8"

exterior

w8x21

3/16"

protecto wrap bituthene flashing

drip

interior

trellis placement t.b.d.

KIRK! BLASCHKE

port orford wood to be stained

O F CA I F O R L

Project Name

top of window frame

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265 exterior (hallway side)

port orford wood to be stained

interior (bedroom side)

1/2"

wood sill

top of sill

1 7/8"

bottom of window to be 3/8" below finished floor

4 1/8"

bottom of window

8 5/16"

bottom of rough opening

5/8 densglass

3"=1'-0"

1 7/8" below finished floor

"l" bracket to support route into casing so it is free of the head of the lift and slide

expandable foam

2'-6" for window 123

1/2" copper flashing

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

bottom of rough opening

2'-4 3/4" for window 123

finished grade

8 3/4"

t a

d p

d n

u o r o

t e

rocks set on mortar

exterior (hallway side)

casing beyond

1 1/4"

densglass

protecto wrap bituthene flashing stucco caulking

9 7/8"

5 window 123 head fixed window

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

w o

d n

i w

wood sill

Sheet Title

window details

port orford wood to be stained

Drawing File

6 5/8" stud

Scale

5/8" interior drywall

Drawn By

as noted JRM

Job

1/2" plywood per structural drawings

martin and costin Sheet

5/8" interior drywall

1 1/4"

windows 114 & 115 sill fixed

3"=1'-0"

10 windows 112 & 113 sill fixed

8 3/8"

1 1/4"

window/ head of door 116

C-30765

exterior

flooring material

8.28"x 5.27"

eq.

AR CH SED IT

REN. 04.30.13

to align with top of bottom rail of adjacent doors

permathane caulking

caulking in joint eq. 7/8" cl

expandable foam

7'-8 11/16" for window 123

wood panel - see window schedule for dimensions

1 3/4" curb

8'-3 5/16" for door 112

"l" bracket to support route into casing so it is free of the head of the lift and slide

1 1/2"

interior 5/8" drywall

top of rough opening

3"=1'-0"

varies

5/8" 1/4"

1'-1 13/16"

1 1/2"

d p u

interior (bedroom side)

8 window 107 head fixed window

copper weep screed

9'-2 1/16" off finished floor for windows 112 & 113

t a

exterior

2 1/8"

protecto wrap bituthene flashing stucco caulking

3"=1'-0"

5 1/2"

copper weep screed

5/8 densglass

3/16"

1 7/8"

bottom of rough opening above finished floor

port orford wood to be stained

8'-3 5/16" typical for sliding doors

interior

metal lath over two layers of tyvek water proof membrane protecto wrap bituthene flashing

1/4"

top of rough opening

1 1/8"

3 3/8" 13.89"x 9.995"

1/2"

copper pan

5/8"

1'-9 11/16"

w14x61

cove lighting t.b.d.

schotten fenster to route channel for screen by owner

9'-3 11/16" off finished floor for windows 112 & 113

t e

5/8" interior drywall

to align with bottom of top rail of adjacent doors

verify with schotten fenster - 4 7/16" ?

permathane caulking plastic shims

1 7/8"

height of bottom of window frame above finished floor

protecto wrap bituthene flashing

8'-2 11/16" typical for sliding doors

windows 112 & 113 head fixed window

3/8"

drip densglass

i w

exterior

interior

trellis - placement t.b.d.

interior 5/8" drywall

interior

1 1/2"

1/4"

1 1/8"

9'-8 3/16" off finished floor for windows 114 & 115

caulking in joint backer rod and permathane caulking expandable foam

1/4"

protecto wrap bituthene flashing

metal lath over two layers of tyvek water proof membrane

bottom of rough opening above finished floor

1/2"

window height above finished floor varies for windows 112 & 113

permathane caulking

1/2"

1 1/4"

copper pan

exterior

1 1/2"

9'-9 5/16" off finished floor for windows 114 & 115

permathane caulking plastic shims

3/8"

3 3/16"

interior

3"=1'-0"

window height above finished floor

caulking in joint backer rod and permathane caulking expandable foam

8' - 3/8" for window 107

6x8 ceiling joist

1/4"

windows 114 & 115 head fixed window

3/4"

1 1/8"

exterior

1/4"

interior

1/2"

5/8 densglass

3/8"

1/4"

3 3/16"

1/4"

caulking in joint backer rod and permathane caulking expandable foam

7'-9 5/16" for window 123

5/8 densglass

varies for windows 112 & 113

window height above finished floor

height of bottom of window frame above finished floor

8' - 1 1/2" for window 107

1 1/8"

5 1/2"

1 1/2" shipped-lapped board

u o r o

top of rough opening

rough opening above finished floor

copper weep screed caulking

d n

6 5/8" stud

port orford wood to be stained

stucco

structural header

d n

A ST

1/2" 3/8"

3/4"

5 1/2"

copper weep screed caulking

protecto wrap bituthene flashing

1 7/16"

5/8"

1 7/16"

w o

1/2" plywood per structural drawings

stucco

structural header

protecto wrap bituthene flashing

interior 5/8" drywall

5/8 densglass

varies for windows 112 & 113

5 1/2"

metal lath over two layers of tyvek water proof membrane 2x10 roof rafter

5/8" interior drywall

1 1/8"

varies for windows 112 & 113

3"=1'-0"

protecto wrap bituthene flashing

3 3/8" 1 1/4"

rough opening above finished floor

6 window 123 jamb fixed window

protecto wrap bituthene flashing

interior 5/8" drywall

1/2" plywood per structural drawings

port orford wood to be stained

10 1/8" stud

for window 123

metal lath over two layers of tyvek water proof membrane

blocking as necessary

copper weep screed caulking 3/8"

3"=1'-0"

plywood per structural drawings

stucco

7/8"

interior

9 window 121 jamb fixed window

protecto wrap bituthene flashing

i w

width of window 4'-9 3/8" for window 123

interior

protecto wrap bituthene flashing

interior 5/8" drywall

4'-10 5/8"

width of rough opening

metal lath over two layers of tyvek water proof membrane 1/2" plywood per structural drawings

5/8" each side

1 1/4"

3"=1'-0"

t a

d n

rough opening of window

window rough opening

10' - 1 13/16" for windows 114 & 115

windows 114 & 115 jamb fixed window

3'-0" width of window for window 121

1 1/8" each side

d n

t e

d p

width of window

1/4"

w o

u o r o

1/2" plywood per structural drawings

1 1/4"

window rough opening

3 1/2"

expandable foam

3/8"

9' - 11 9/16" for window 115

width of window

6' - 11 11/16" for window 113

5 1/2"

width of window

1/2"1/2"

1/4"

width of window

1/4"

caulking in joint windows to use metal straps for installation expandable foam

1 1/8"

width of window

4 1/2"

1 1/8"

3/4" typical spacing

1/4"

10x16 ridge beam

1/2"1/2"

3'-0"

interior 5/8" drywall backer rod and permathane caulking

1/4"

interior

cl 1/2" mortise joints 3/4" x 3/4" horizontal grill members typ.

4 1/8"

1/4"

1/2"1/2"

3/8"

interior

3/8"

copper stucco screed plywood per structural drawings

9 1/2"

1/2"1/2"

5/8"

blocking as needed

stucco

1/8"

1/4"

1 7/8"

blocking as needed

1/2"

3 3/16"

1 7/16"

3 3/16"

6x6 structural post

1 7/16"

1/2"

6x6 t.s. post

3/8"

1/2"

3/8"

metal lath over two layers of tyvek water proof membrane

outside edge of grill to center of grill

3/8"

5/8" densglass

1'-5 1/2"

8 3/8"

expandable foam

casing to casing

port orford wood to be stained

exterior

6 5/8" stud

top of wainscoating below

backer rod and permathane caulking

1024 harding ave. no. 202 venice, california 90291 310.663.6692

caulking in joint

port orford wood to be stained

align vertical grid bar in window with this member

3/8"

expandable foam

1/4"

port orford wood to be stained

3/8"

1/4"

backer rod and permathane caulking

1/2"

3/8"

exterior

5/8" densglass

3/4"

caulking in joint

5 1/2" typ.

3/8"

Lot 05

exterior

5 1/2"

5/8" densglass

1/4"

5 1/2"

window/ head of door 112

3"=1'-0"

window 107 sill fixed window

3"=1'-0" 3"=1'-0"

window 123 sill fixed window

3"=1'-0"

A6.4

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

2'-0"

1'-2 3/4"

3'-0"

2x4 laid flat

---

3"=1'-0"

---

3"=1'-0"

top of window opening above finished floor 8'-0" window 117

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

exterior

REN. 04.30.13

O F CA I F O R L

Project Name

4 A6.5

6 5/16"

backer rod and permathane caulking

3/8"

1 1/2" strand board

screen where occurs see schedule

3/8"

caulking in joint

1 1/2" strand board

caulking in joint

expandable foam

protecto wrap bituthene flashing

densglass

densglass 1/8"

metal lathe over two layers of tyvek waterproof membrane

3/8"

14mm

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

window details 1/4"

protecto wrap bituthene flashing copper stucco screed

2 1/2"

1/4"

10.20.09

stucco

11 1/16"

1/8"

Drawing File Scale

1/4" 5/8"

interior

1/4"

rough opening 8' - 1 5/8" window 117 width of window

window 117 head and sill lift & slide window box

3"=1'-0"

Drawn By

5/8"

window 117 jamb lift and slide window box

as noted JM

Job

rough opening 8' - 1 5/8" window 117 8'-3/8" window 117

Description

Sheet Title

2 1/2"

copper stucco screed

stud

protecto wrap bituthene flashing

6 5/8"

2 1/2"

stucco

schotten fenster to route channel

3/8"

top of wainscoating below metal lathe over two layers of tyvek waterproof membrane

6stud 5/8"

top of wainscoating below

Issued

protecto wrap bituthene flashing

7/8"

2 1/2"

10 1/8"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

7/8"

14mm

6 5/16"

martin and costin

width of window

Sheet

8'-3/8" window 117

3"=1'-0"

A6.5

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692 plywood sheathing per structural drawings

2 A6.6

2 1/ 4"

9 1/ 4"

5/8" densglass sheathing taped with fire-rated tape

rough opening

9'-1 3/8"

2 3/4" 11 5/8"

exterior stucco

7/8" 8 3/8"

see detail 2/A9.1 for eave dimensions

8 3/8"

3/4"

rough opening ???"width of rough opening

roof eave at regular wall

width of window

7 1/ 2"

6 5/16"

width of window

2'-0 5/16"

130.32 plate height

window 108

2 3/4"

1 1/ 2"

width of rough opening

rough opening

2x4 laid flat

width of rough opening

top of window opening above finished floor 8'-0" window 108 & 109

2 9/16"

7 1/4"

2 1/4"

10 3/4"

129.00 window opening

2 1/4"

5 1/2"

3 1/2"

14mm

AR CH SED IT

KIRK! BLASCHKE

7/8"

3'-2 3/4"

14mm

width of window

C-30765

A ST

6x6 post beyond

top section in progress

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

width of window

wooden screen, tbd

14mm

7/8"

6'3 11/16" window height

7/8"

14mm

O F CA I F O R L

Project Name

windoow 109

10 3/4" Issued

3'-2 3/4"

screen

1'-0 5/8" window sill

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

1/2"

5 1/2"

6 5/8" Sheet Title

5/8"

3 3/8" 1 7/8"

rough opening width of rough opening

window details

8 3/8"

5/8" 1 1/4"

top of window opening above finished floor 1'-11" window 108 & 109

5 1/2"

REN. 04.30.13

1'-11 3/16"

Drawing File

roof eave at thickened wall

1/8" thick steel angle

Scale Drawn By

as noted JM

Job martin and costin Sheet

master bathroom window box detail - windows 108 & 109

3"=1'-0"

2 master bathroom window box detail - windows 108 & 109

3"=1'-0"

A6.6

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

plywood sheathing per structural drawings

5/8" densglass sheathing taped with fire-rated tape

2 1/ 4" 1 1/ 2"

1/1

130.32 new plate height

2" 7 1/

7 1/ 2"

2" 1 1/

130.32 plate height

2'-1

4" 2 1/

this dim becomes smaller at this condition because of thickened wall

4" 9 1/

9 1/ 4"

5/8" densglass sheathing taped with fire-rated tape

exterior stucco

6 5/8" see detail 2/A9.1 for eave dimensions

3/4"

8 3/8"

2x4 laid flat

3 1/2"

3/4"

see detail 2/A9.1 for eave dimensions

3 1/2"

129.00 window opening 129.00 window opening

top of window opening above finished floor 8'-0" window 108 & 109

AR CH SED IT

KIRK! BLASCHKE

6'-1 3/4" window height

top of window opening above finished floor 8'-0" window 108 & 109

C-30765

A ST

6x6 post beyond

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265 wooden screen, tbd

wooden screen, tbd

1'-0 5/8" window sill

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

1/4"

1 5/8"

top of window opening above finished floor 1'-11" window 108 & 109

Description

Sheet Title

window details

6 5/8"

5 1/2"

Issued

3 3/8" 1 7/8"

1 7/8" 3 3/8"

5/8" 1 1/4"

top of window opening above finished floor 1'-11" window 108 & 109

14mm

7/8"

screen

6'-1 3/4" window height

6'3 11/16" window height

7/8"

14mm

top section in progress

Drawing File

1/8" thick steel angle 1/8" thick steel angle

Scale Drawn By

as noted JM

Job martin and costin Sheet

master bathroom window box detail - windows 108 & 109

3"=1'-0"

2 master bathroom window box detail - windows 108 & 109

3"=1'-0"

A6.7

PAIR OF 4 PANEL SLIDING CLOSET DOORS

1x6 panels

FIXED PANEL

2" 2"

3'-0"

6'-8"

7'-6"

3'-0"

6'-8"

2" 2"

6" 2"

1'-0" 2"

PAIR OF 4 PANEL SLIDING CLOSET DOORS

wood louvers with non-corrosive mesh behind

4 1/8" sceen where occurs - see plan

2 11/16"

4 1/8"

eq.

4 1/8"

eq.

4 1/8" 2 11/16"

DOUBLE SLIDING DOOR WITH FIXED PANELS ON EACH SIDE.

eq.

sceen where occurs - see plan

4 1/8" 2 1/8"

1'-2"

4 1/8" 2 1/8"

1'-2"

4 1/8" 2 1/8"

1'-2"

eq.

4 1/8"

see plan for direction of travel for sliding doors

eq. eq. 7/8" 7/8" 4"

DOUBLE SLIDING DOOR WITH ONE FIXED PANEL

wood panels at door 109 glass at door 113

eq. eq. 7/8" 7/8" 4"

THREE SLIDING PANELS WITH FIXED PANELS EACH END

OMIT

4 1/8"

eq.

1 5/8" 4 1/8"

4 1/8" 2 1/8"

7/8"

1'-2"

eq.

SITE

glass at door 116 see plan for direction of travel for sliding doors

DOUBLE SLIDING DOOR WITH THREE FIXED PANELS

EQ.

2" EQ.

7'-0"

1 3/4"

WD-A

STD

WD-A

STD

002

2'-8"

7'-0"

1 3/4"

WD-A

STD

WD-A

STD

003

3'-0"

7'-0"

1 3/4"

WD-A

STD

WD-A

STD

004

3'-0"

7'-0"

1 3/4"

WD-A

STD

WD-A

STD

005

25'-8"

7'-8"

VER.

WD-A

STD

WD-A

STD

101

4'-0 3/4"

8'-0 3/8"

2 11/16"

WD-A

STD

WD-A

STD

3/A7.5 2/A7.5 1/A7.5

102

7'-3"

8'-2 11/16"

1 3/4

WD-A

STD

WD-A

STD

3/A7.2 2/A7.2 1/A7.2

103

3'-0"

8'- 3/8"

1 3/4

WD-A

STD

WD-A

STD

9/A7.2 8/A7.2 5/A7.2

104

11'- 7 3/4"

8'-2 11/16"

1 3/4

WD-A

STD

WD-A

STD 3/A7.2 2/A7.2 1/A7.2

2/A7.3 1/A7.3

YES

2/A7.3 1/A7.3

YES

2/A7.3 1/A7.3

YES

2/A7.3 1/A7.3

YES

2/A7.3 1/A7.3

YES

105

9'-2 3/16" 8'-2 11/16" 1'-1 13/16" WD-A

STD

WD-A

STD

106

9'-2 3/16" 8'-2 11/16" 1'-1 13/16" WD-A

STD

WD-A

STD

107

10'-4"

8'-2 11/16" 1'-1 13/16" WD-A

STD

WD-A

STD

108

10'-4"

8'-2 11/16" 1'-1 13/16" WD-A

STD

WD-A

STD

109

18'-9 1/16"

8'-2 11/16" 1'-1 13/16" WD-A

STD

WD-A

STD

110

7'-5 3/8"

8'-2 11/16"

WD-A

STD

WD-A

STD 6/A7.3 5/A7.3 4/A7.3

111

3'-6"

7'-0"

WD-A

STD

WD-A

STD

112

14'-3 3/8"

8'-2 11/16"

WD-A

STD

WD-A

STD

8 3/8" 1 3/4 9 7/8"

113

18'-9 1/16"

8'-2 11/16" 1'-1 13/16" WD-A

STD

WD-A

STD

114

14'- 9"

8'-2 11/16" 1'-1 13/16" WD-A

STD

WD-A

STD

8/A7.3 7/A6.4 7/A7.3 5/A7.4 6/A7.4 3/A7.4 6/A7.4

SELF CLOSING 20 MIN. RATED DOOR elevator door

YES

2/A7.3 1/A7.3

YES

2/A7.3 1/A7.3

YES NO

116

25'-2 3/8"

8'-2 11/16" 1'-1 13/16" WD-A

STD

WD-A

STD 3/A7.4 10/A6.4 1/A7.3

YES

117

12'-5 3/8"

8'-2 11/16"

8 3/8"

WD-A

STD

WD-A

STD 6/A7.3 5/A7.3 4/A7.3

118

3'-0 3/4"

8'-0 3/8"

2 11/16"

WD-A

STD

WD-A

STD

6/A7.5 5/A7.5 4/A7.5

119

2'-6"

8'-0"

1 3/4

WD-A

STD

WD-A

STD

120

2'-8"

8'-0"

1 3/4

WD-A

STD

WD-A

STD

121

3'-0"

8'-0"

1 3/4

WD-A

STD

WD-A

STD

122

2'-8"

7'-6"

1 3/4

WD-A

STD

WD-A

STD

123

3'-0"

7'-6"

1 3/4

WD-A

STD

WD-A

STD

124

7'-0"

7'-6"

1 3/4

WD-A

STD

WD-A

STD

125

2'-8"

7'-6"

1 3/4

WD-A

STD

WD-A

STD

126

3'-0"

7'-6"

1 3/4

WD-A

STD

WD-A

STD

127

3'-0"

7'-6"

1 3/4

WD-A

STD

WD-A

STD

128

4'-6"

7'-6"

1 3/4

WD-A

STD

WD-A

STD

129

2'-8"

8'-0"

1 3/4

WD-A

STD

WD-A

STD

130

2'-8"

8'-0"

1 3/4

WD-A

STD

WD-A

STD

131

2'-8"

8'-0"

1 3/4

WD-A

STD

WD-A

STD

132

13'-0"

8'-0"

1 3/4

WD-A

STD

WD-A

STD

133

7'-0"

1 3/4

WD-A

STD

WD-A

STD

134

6'-0"

8'-0"

1 3/4

WD-A

STD

WD-A

STD

135

6'-0"

7'-0"

1 3/4

WD-A

STD

WD-A

STD

136

2'-8"

7'-0"

1 3/4

WD-A

STD

WD-A

STD

137

2'-8"

8'-0"

1 3/4

WD-A

STD

WD-A

STD

OMIT

138

139

201

3'- 4 1/4"

202

11'- 7 3/4"

203

EQ.

GLASS FRONT DOOR WITH INTEGRAL WOOD GRILL

eq.

DOUBLE POCKET DOOR

eq.

1024 harding ave. no. 202 venice, california 90291 310.663.6692

SCREEN

EXTERIOR CASING

BOLTS

HINGES

OPERATION

THUMBTURN

DR KNOB/ LEVER

SECURITY

1/4" thick ribbed tempered glass

two layers of 1/8" clr glass low e laminated together. tempered

THRESHOLD

HEAD

JAMB

FINISH

MATERIAL

FINISH

MATERIAL

THICKNESS

WIDTH

DOOR TYPE

3'-0"

7/A7.4 10/A7.4 4/A7.4 7/A7.4 7/A7.4 12/A7.4 7/A7.4 9/A7.4 8/A7.4 9/A7.4

Lot 05

7'- 3/8"

1 3/4

WD-A

STD

WD-A

STD

9/A7.2 8/A7.2 7/A7.2

7'- 2 11/16"

1 3/4

WD-A

STD

WD-A

STD

3/A7.2 2/A7.2 4/A7.2

NO NO

removed

204

4'-2"

7'-0"

1 3/4

WD-A

STD

WD-A

STD

205

3'-0"

7'-0"

1 3/4

WD-A

STD

WD-A

STD

301

3'-0"

VER.

302

23'-8"

VER.

303

20'-10"

VER.

NOTES: 1. EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS ANDGLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE. (FIRE CODE 4715.2.2) 2. EXTERIOR DOORS SHALL BE SOLID CORE WOOD HAVING STILES AND RAILS NO LESS THAN 1 3/8" THICK, SEE SCHEDULE ABOVE FOR THICKNESS OF EACH DOOR, WITH INTERIOR PANEL THICKNESS NOT LESS THAN 1 1/4" THICK. (FIRE CODE 4715.2.3) 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. BUILDING CODE 1008.1.8

AR CH SED IT

KIRK! BLASCHKE

C-30765

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

Sheet Title

door schedule

*doors drawn from inside view

eq. eq.

Scale

2" eq.

Drawn By

1/4"=1'-0" krb

Job martin and costin

1 1/4" 3" 1 1/4" 4 1/2" 4"

Drawing File

eq. eq.

eq.

1 1/4" 2 1/2" 1 1/4" 2 1/2" 1 1/4"

eq.

1 1/4" 2 3/8" 1 1/4" 4 1/2" 4"

EQ.

eq.

typ.

eq. eq. 7/8" 7/8" 4"

140? 141? eq.

1 5/8" 4 1/8"

2 11/16"

4 1/8"

SECOND FLOOR

4 1/8"

WOOD-A: verify with owner/architect

001

115 removed

PAIR OF 4 PANEL SLIDING CLOSET DOORS

all #2 u.o.n.;see a6.2

REMARKS

wood panels typical, glass at door 114

see plan for direction of travel for sliding doors

4 1/8"

full mortice locksets and all interior doors to have full mortice passage or privacy latch sets.

A ST

eq. eq. 7/8" 7/8" 4"

4 1/8" 2 11/16"

sceen where occurs see plan

eq. eq. 2 11/16" 4 1/8" 4 1/8" 4 1/8" wood panels. glass at door no. 112 (master bedroom)

4 PANEL DOOR WITH FIXED PANEL

4 PANEL DOOR

GROUND FLOOR

4 PANEL DOOR

2 11/16"

MECHANICAL CLOSET DOOR

HARDWARE: assume all exterior doors to have

GLAZING

SINGLE LIGHT DOOR WITH 3 WOOD PANLES

DETAIL

SINGLE LIGHT SLIDING GLASS DOOR WITH THREE WOOD PANELS

BASEMENT

eq. eq. 7/8" 7/8" 4"

GLASS FRONT DOOR WITH INTEGRAL WOOD GRILL

DOOR NO.

1 5/8" 4 1/8" eq.

FRAME

ALL DETAILS FROM A7.2 U.O.N.

wood panels

1'-2"

verify with bruce if there should be glass

1'-2"

eq.

typ.

4 1/8" 2 1/8"

7/8"

DOOR

1 5/8" 4 1/8"

HEIGHT

4 1/8" eq.

1 5/8" 4 1/8"

DOORS BY SCHOTTEN FENSTER -

2" eq. 2" eq. 2"

8'-0"

2 11/16" 4 1/8" eq.

FOUR SLIDING POCKET DOORS WITH 4 PANELS PER DOOR

GARAGE DOOR

Sheet

ignition resistant wood steel frame

steel strapping

PEDESTRIAN GATE

SLIDING VEHICULAR GATE

SWINGING VEHICULAR GATE

A7.1

Lot 05

5/8" densglass

1024 harding ave. no. 202 venice, california 90291 310.663.6692

port orford wood to be stained thicken wall with plywood as required plywood per structural drawings stucco

top of wainscoating below

waterproof membrane

1/4"

interior 5/8" drywall

waterproof membrane

plywood per structural drawings

expandable foam

5 1/2"

exterior

stucco

port orford wood to be stained

7 1/4" width of rough opening

3'-1" width of rough opening for door 103 3'-5 1/4" width of rough opening for door 201

1/2" each side

1/4" 8 3/8" 3 1/4"

screw to be at angle

2 1/2"

1/2"

3/8"

1/4"

5 1/2"

5/8 densglass

width of door frame

3'-0" width of door frame for door 103 3'-4 1/4 width of door frame for door 201 interior

interior

1/2" each side

width of door

1/4"

exterior

7'-3" width of door 102 11'-7 3/4" width of door 104 and 202

rough opening of door

7'-4" width of door 102 11'-8 3/4" width of door 104 and 202

3"=1'-0"

12 door 103 and 201 jamb in-swing door

3"=1'-0"

door 102, 104 and 202 jamb lift and slide door

3"=1'-0"

5 1/4" stucco

interior 5/8" drywall

plywood per structural drawings

wood sill

plywood per structural drawings

8'-7/8" off finished floor for door 103 7'-7/8" off finished floor for door 201

8 3/8" top of rough opening

8'-3 3/16" off finished floor for door 102 and 104 7'-3 3/16" off finished floor for door 202

5/8 densglass

1/2"

5 1/2"

8'-3/8" off finished floor for door 103 7'-3/8" off finished floor for door 201 interior

1/4"

1/4" 4" @ grade 2" @ slab

3/8"

top of door frame height

top of door frame

3"=1'-0"

exterior

door 103 sill in-swing door

3"=1'-0" 8 3/8"

5 1/4" 1 1/8" 1"

verify finish material

casing beyond exterior

1/2"

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

1 1/4"

wood sill

5/8"

bottom of doors to be flush with finished floors for doors 102 and 104

1 7/8"

1 1/4"

bottom of doors

Issued

1/4" 1/4" 1 1/2"

3/8" 1/2"

1 3/4"

1 1/2"

interior

wood sill

bottom of doors to be flush with finished floors for doors 202

wood sill

bottom of doors to be flush with finished floors for doors 201

8 3/8"

3"=1'-0"

casing beyond

bottom of doors

expandable foam

5 door 102, 104 and 202 head lift and slide door

casing beyond wood sill exterior

5/8"

casing beyond

1 1/2"

O F CA I F O R L

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

8'-2 11/16" off finished floor for door 102 and 104 7'-2 11/16" off finished floor for door 202

exterior

11 door 103 and 201 head in-swing door

bottom of doors

Project Name

interior

3"=1'-0"

C-30765

5 1/2"

1/4"

1 3/4" below finished floor for door 103

REN. 04.30.13

A ST

1/2"

KIRK! BLASCHKE

5/8 densglass

bottom of rough opening

AR CH SED IT

1/4"

1/2"

bottom of doors to be flush with finished floors for doors 103

port orford wood to be stained

top of rough opening

3/8" 1/2"

bottom of doors

1 3/4"

shim wall as required with ply wood

port orford wood to be stained

7 1/4"

waterproof membrane

stucco

1 1/8" 1"

1/4" 1/4" 1 1/2"

interior 5/8" drywall

bottom of rough opening 1 7/8" below finished floor for door 202

copper flashing

bottom of rough opening 1 7/8" below finished floor for door 102 and 104

1/2"

Sheet Title

1/2"

door details

the rock will most liketly need to come above the concrete so i think we will need another waterproof layer and flashing

bottom of rough opening 1 3/4" below finished floor for door 201

rocks set on mortar

Drawing File Scale Drawn By

finished grade

as noted krb

Job martin and costin Sheet

3"=1'-0"

10 door 201 sill in-swing door

3"=1'-0"

door 202 sill lift and slide door

3"=1'-0"

door 102 and 104 sill lift and slide door

3"=1'-0"

A7.2

Lot 05

port orford wood to be stained

1024 harding ave. no. 202 venice, california 90291 310.663.6692

exterior

5/8" densglass top of wainscoating below stucco

5 1/2" 1/4"

metal lath over two layers of tyvek water proof membrane

backer rod and permathane caulking caulking in joint

4" copper expandable foam

8 3/8"

1/2" plywood per structural drawings

stud

6 5/8"

protecto wrap bituthene flashing

protecto wrap bituthene flashing copper stucco screed

5/8" each side rough opening of door 7'-6 5/8" 12'-6 5/8"

1/4"

width of door 7'-5 3/8" for door 110 12'-5 3/8" for door 117

for door 110 for door 117

interior

3"=1'-0"

port orford wood to be stained

doors 110, 117 jamb lift & slide door

exterior

6 5/8"

interior 5/8" drywall

stud

5 1/2"

5/8" densglass top of wainscoating below

structural header

stucco

5 1/2" 1/4"

metal lath over two layers of tyvek water proof membrane

blocking as necessary

backer rod and permathane caulking

3"=1'-0"

stucco

metal lath over two layers of tyvek water proof membrane

5 1/2"

metal lath over two layers of tyvek water proof membrane protecto wrap bituthene flashing copper weep screed

cove lighting t.b.d.

protecto wrap bituthene flashing

top of rough opening

caulking

8'-3 5/16" typical for sliding doors

port orford wood to be stained

for doors 105, 106, 107, 108, 109, 113, 114

caulking in joint

top of door frame

expandable foam

8'-2 11/16" typical for sliding doors for doors 105, 106, 107, 108, 109, 113, 114

screen by owner

5/8" interior drywall

5/8" each side rough opening of door

1/4"

width of door 14'-3 3/8" for door 112

interior

exterior

for door 112

11 door 112 jamb lift & slide door with screen

caulking in joint eq. 7/8" cl

eq.

doors 110, 117 head lift & slide door

3"=1'-0"

1 1/4"

exterior

doors 105, 106, 107, 108, 109, 113, 114 head lift & slide door

3"=1'-0"

schotten fenster to route channel for screen track by owner

drip

finished grade

rocks set on mortar 1'-4" grade beam

door 110 stone threshold lift & slide door

10 door 112 threshold lift & slide door with screen

3"=1'-0"

06.21.10

plan check corrections

06.28.11

progress set

08.24.12

slab drawing issue

08.30.12

slab drawing corrections

1 1/4"

5/8"

copper flashing Drawing File

rocks set on mortar slab condition varies, see slab sheet for slab conditions at these doors

Scale Drawn By

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

as noted krb

Job martin and costin Sheet

finished grade finished grade

16" grade beam

119.41 ground

3"=1'-0"

permit set submittal

drip

1/2"

1'-0" (n) footing

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

10.20.09

door details

7/8"

slab

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

Description

Sheet Title

VARIES

6 1/8"

casing beyond

Issued

wood sill

lw. conc.

copper flashing

120.25 ground 1'-4" grade beam

1 1/4"

wood sill

lw conc/insul. 1 3/4"

7 5/8"

bottom of doors to be flush with finished floors

wood flooring cork

new slab new slab

bottom of doors

1/8"

2 1/8"

120.70 N. slab

1 1/4"

5/8"

1/2" 3/4" 1/4"

120.90 lw. slab

1 1/4"

exterior

121.00 f.f.

wood flooring cork

1'-5 15/16" (varies)

120.67 n. slab

3 5/8"

5/8"

copper flashing

finished grade

120.25 ground

1 1/4"

5/8"

1/8"

2 1/2"

7/8"

bottom of door sill 1 7/8" belowfinished floor

1/2"

121.00 f.f.

1 1/2"

casing beyond

two separate pieces of stone waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

1/2"

1 1/2"

door 117 threshold lift & slide door

3"=1'-0"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

1'-0 9/16"

interior exterior

interior

wood sill

lw conc./insul. 2 1/8"

new slab

6 1/8"

120.67 n. slab

8 3/8"

casing beyond exterior

casing beyond schotten fenster to route channel for screen track by owner

flooring

120.90 ltwt. slab

stainless steel bracket to be placed under stone as required to support stone threshold and door

1 1/2"

121.00 f.f.

1/4"

lw conc./insul.

1 7/8"

1/2"

1 1/4"

caulk between wood and stone

2 1/8"

2 1/2"

1/4"

bottom of doors to be flush with finished floors

flooring

120.90 ltwt. slab 4"

bottom of door

wood sill

5/8"

1 1/4" 121.00 f.f.

interior

exterior

casing beyond

1 7/8"

bottom of doors to be flush with finished floors

5/8"

bottom of door

9 7/8"

casing beyond

1 1/4"

interior

1 1/2"

O F CA I F O R L

Project Name

door 112 head see 7/a6.4

8 3/8"

expandable foam

interior

3"=1'-0"

REN. 04.30.13

"l" bracket to support route into casing so it is free of the head of the lift and slide

5 1/2"

3/16"

C-30765

schotten fenster to route channel for screen by owner

interior

3"=1'-0"

5/8 densglass

1'-1 13/16"

1/4"

"l" bracket to support route into casing so it is free of the head of the lift and slide

5 1/2"

1/4" top of door frame 8'-2 11/16" for doors 110 & 117

14'-4 5/8"

5/8"

copper stucco screed

9 7/8"

protecto wrap bituthene flashing

ver.

1/2" plywood per structural drawings

5/8 densglass

KIRK! BLASCHKE

A ST

8 3/4" stud

protecto wrap bituthene flashing

AR CH SED IT

8 3/8

structural header

interior 5/8" drywall

port orford wood to be stained

8'-3 5/16" for doors 110 & 117

stucco

1/2" plywood per structural drawings

protecto wrap bituthene flashing caulking

top of rough opening expandable foam

protecto wrap bituthene flashing copper weep screed

caulking in joint

4" copper

3"=1'-0"

doors 105, 106, 107, 108, 109, 113, 114, 116 threshold lift & slide door

3"=1'-0"

A7.3

3/8" 1/4"

5/8" each side

1/4"

3/8"

5/8" each side

interior

width of door 14'- 9" for door 114 1/4"

width of door 25'-2 3/8" for door 116

corner of each frame to be notched

screen provided by owner

blocking as required

1/2" protecto wrap bituthene flashing

center line of steel above

5" x 7" t.s. 6" x 6" t.s.

expandable foam rough opening 18'-10 5/16" for door 109

blocking as required protecto wrap bituthene flashing

backer rod and permathane caulking

backer rod and permathane caulking 1/2"

line of outside edge of framing

door 107 jamb sliding door/ window 107 jamb fixed window

3"=1'-0"

line of threshold below face of trim above

caulking in joint 1 1/2" x 1 1/2" port orford wood to be stained exterior

here, trim is adjusted graphically rather than door frame to show caulking

3"=1'-0"

9 doors 113 and 114 jamb sliding door

line of outside edge of framing

3"=1'-0"

line of outside edge of framing

width of door 14'- 9" for door 114

5/8" densglass protecto wrap bituthene flashing

6 doors 114 and 116 jamb sliding door

3"=1'-0"

face of trim above

line of threshold below

line of threshold below width of door 18'- 9 1/16" for door 113

interior

1/4"

5/8"

1'-1 13/16"

caulking in joint backer rod and permathane caulking EN

exterior

1'-1 13/16"

1/2" plywood per structural drawings

C-30765

A ST

protecto wrap bituthene flashing blocking as required

rough opening 18'-10 5/16" for door 109

port orford wood to be stained

11 door 109 sliding door

3"=1'-0"

rough opening 18'-10 5/16" for door 113

3"=1'-0"

5/8"

interior

screen provided by owner

7 13/16"

blocking as required blocking as required

expandable foam

backer rod and permathane caulking

caulking in joint

backer rod and permathane caulking caulking in joint

1'-1 13/16"

expandable foam 1'-1 13/16"

5x5 t.s.

1'-1 13/16"

expandable foam

blocking as required

1/2"

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

door details

rough opening of window 7' - 7" for window 107 protecto wrap bituthene flashing

5/8"

Drawing File

5x7 t.s. for doors 107 & 108

caulking in joint

Scale

5x5 t.s. for doors 105 & 106

Drawn By

line of outside edge of framing 1/4" exterior

protecto wrap bituthene flashing

5/8" densglass

1/2" plywood per structural drawings

door 105 jamb sliding door

port orford wood to be stained

face of trim above

exterior

martin and costin

10 doors 105, 106, 107, 108 jamb sliding door

face of trim above

port orford wood to be stained

exterior

protecto wrap bituthene flashing 5/8" densglass

line of threshold below

1/2" plywood per structural drawings

3"=1'-0"

krb

Sheet

1/2"

port orford wood to be stained

as noted

Job

line of outside edge of framing

1/4" typ.

Description

width of window 7' - 4 3/4" for window 107

1 1/8"

interior

caulking in joint

Issued

5/8"

1/4" typ.

width of door 9' - 2 3/16" for door 106

3/8"

interior

1/4"

5/8" each side of door frame

width of door 9' - 2 3/16" for door 106 10'- 4" for door 108

backer rod and permathane caulking

3/4"

5/8" each side of door frame

width of door 9' - 2 3/16" for door 105 10' - 4" for door 107

rough opening of door 9' -3 7/16" for door 106

3/4"

width of door 9' - 2 3/16" for door 105

rough opening of door 9' - 3 7/16" for door 106 10' - 5 1/4" for door 108

line of threshold below

1/2" plywood per structural drawings

3"=1'-0"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

expandable foam

rough opening of door 9'- 3 7/16" for door 105 10' - 5 1/4" for door 107

O F CA I F O R L

Project Name

port orford wood to be stained

8 door 113 sliding door

REN. 04.30.13

5/8" densglass

protecto wrap bituthene flashing

rough opening of door 9' - 3 7/16" for door 105

KIRK! BLASCHKE

1/2" plywood per structural drawings

5/8" densglass

AR CH SED IT

exterior

5/8"

1/4"

caulking in joint

expandable foam

1/4"

width of door 18' - 9 1/16" for door 109

expandable foam

3"=1'-0"

5/8"

rough opening of door 14'-10 1/4" for door 114

line of outside edge of framing

12 doors 108 and 109 jamb sliding door

backer rod and permathane caulking

line of threshold below

line of threshold below face of trim above

line of outside edge of framing

face of trim above

exterior

1/4"

line of threshold below face of trim above

here, trim is adjusted graphically rather than door frame to show caulking

width of door 18'- 9 1/16" for door 113

width of door 18' - 9 1/16" for door 109

line of outside edge of framing

exterior

1/4"

1/2"

1 1/2" x 1 1/2" port orford wood to be stained exterior

biscuit joint

corner of each frame to be notched

1/4"

port orford wood to be stained caulking in joint

caulking in joint

1/2"

backer rod and permathane caulking

rough opening of door 25'-3 5/8" for door 116

protecto wrap bituthene flashing expandable foam

protecto wrap bituthene flashing

corner of each frame to be notched

width of window 7'- 4 3/4" for window 107

expandable foam

caulking in joint

1/4"

3/8"

1/4"

2 1/4"

1 1/8"

1/2"

rough opening 18'-10 5/16" for door 113

5/8"

rough opening of window 7' - 7" for window 107

6" x 6" t.s.

expandable foam

blocking as required

5/8"

expandable foam

5/8"

1/2"

1/4"

interior

1/4"

5/8" each side

3/8"

width of door 10' - 4" for door 107

1024 harding ave. no. 202 venice, california 90291 310.663.6692

rough opening of door 14' - 10 1/4" for door 114

width of door 10'- 4" for door 108

3/8"

rough opening of door 10' - 5 1/4" for door 107

interior

Lot 05

rough opening of door 10'- 5 1/4" for door 108

7 door 106 jamb sliding door/ window 107 jamb fixed window

3"=1'-0"

A7.4

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

top of wainscoating below

5/8" densglass top of wainscoating below stucco

5/8" densglass

backer rod and permathane caulking

5 1/2" 1/4"

metal lath over two layers of tyvek water proof membrane

caulking in joint

exterior

port orford wood to be stained

stucco

backer rod and permathane caulking

4" copper

3/8"

protecto wrap bituthene flashing

plywood per structural drawings

expandable foam

1/2"

7 1/4"

copper stucco screed

windows to use metal straps for installation

3/8"

protecto wrap bituthene flashing

8 3/8"

6 5/8"

! stud

protecto wrap bituthene flashing 1/2" plywood per structural drawings

caulking in joint

5 1/2" 1/8"

exterior

1/4"

port orford wood to be stained

expandable foam

protecto wrap bituthene flashing copper stucco screed interior 5/8" drywall

1 1/8" each side

1/4"

4' - 3/4" width of door 101

width of door 3'- 3/4" for door 118 1 1/8" each side

width of door

1/4"

width of rough opening

4'-3" width of rough opening for door 101

rough opening of door 3'-3" for door 118

interior interior

door 118 jamb in-swing door

3"=1'-0"

door 101 jamb in-swing door

3"=1'-0"

1/2" plywood per structural drawings metal lath over two layers of tyvek water proof membrane

stucco

protecto wrap bituthene flashing protecto wrap bituthene flashing

protecto wrap bituthene flashing

stucco

plywood per structural drawings

copper weep screed

copper weep screed caulking

protecto wrap bituthene flashing

port orford wood to be stained

rough opening above finished floor

1/8"

top of door frame

1/4"

caulking in joint backer rod and permathane caulking expandable foam

1/2"

door height above finished floor

3"=1'-0"

5 1/4"

exterior

door 101 head in-swing door

3"=1'-0"

1 1/8" 1"

5 1/4"

interior wood sill

exterior

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

1 1/8" 1"

copper flashing

copper flashing waterproof membrane

3/8" 1/2"

bottom of doors to be flush with finished floors for door 101

1/2"

Sheet Title

door details

bottom of doors

da te

wood sill

1/4" 1/4" 1 1/2"

1/2"

da te

3/8" 1/2"

casing beyond 1 1/2"

exterior

casing beyond

1 1/2" below finished floor for door 118

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

1/4" 1/4" 1 1/2"

bottom of rough opening

O F CA I F O R L

exterior

interior

bottom of doors to be flush with finished floors for door 118

caulking in joint backer rod and permathane caulking expandable foam

interior

door 118 head in-swing door

bottom of doors

8'-3/8" off finished floor for 101

8'- 3/8" for door 118 interior

C-30765

Project Name

3/8"

1/4"

3/8"

5 1/2"

1/2"

1/2" 3/8"

1 1/8"

5/8 densglass

REN. 04.30.13

5/8 densglass A ST

top of rough opening 8'- 1 1/2" for door 118

KIRK! BLASCHKE

7 1/4"

8' - 1 1/2" off finished floor for door 101

AR CH SED IT

caulking

8 3/8

port orford wood to be stained

stud

6 5/8"

interior 5/8" drywall

metal lath over two layers of tyvek water proof membrane

5 1/2"

interior 5/8" drywall

bottom of rough opening

rocks set on mortar

4" below finished floor for door 101

4" @ grade 2" @ slab

Drawing File Scale Drawn By

as noted krb

Job martin and costin

questions for bruce:

finished grade

verify floor material

Sheet

verify floor material how much space below door?

door 118 threshold in-swing door

3"=1'-0"

door 101 threshold in-swing door

3"=1'-0"

A7.5

PLUMBING FIXTURE & FITTING SCHEDULE, APPLIANCE/EQUIPMENT SCHEDULE APPLIANCE & EQUIPMENT SCHEDULE:

ITEM

KITCHEN

GARBAGE DISPOSAL

INSIKERATOR

STOVE / OVEN VENT HOOD

1 1

VIKING, LA CANCHE, SMEG, BERTAZZONI

REFRIGERATOR / FREEZER

TRALSEN 4' - WIDE

DISHWASHER MICROWAVE

REVERSE OSMOSIS

HYDROTECH PRO SERIES PUSH BUTTON REVERSE OSMOSIS SYSTEM, HYDROTECH ITEM NO. 1240301-00, MODEL DESCRIPTION NO. 4VTFC25G-PB

BBQ ON EXTERIOR OF KITCHEN

DCS 48" ALL GRILL MODEL NO. 8GB48-BQAR-N

STACKING WASHER/DRYER

REFRIGERATOR / FREEZER

IN-LINE EXHAUST FAN IN-LINE EXHAUST FAN IN-LINE EXHAUST FAN

BATHROOM #1 BATHROOM #2 DINING ROOM

BAR ICE MACHINE

1 1

MASTER BATH

WATER PURIFICATION

MECHANICAL CLOSET MECHANICAL ROOM

IN-LINE EXHAUST FAN FAU #3 FAU #1 FAU #2 ELEV. CONTROLLER & PUMP

GARAGE

QUANTITY

MANUFACTURER/FIXTURE

COLOR N/A

REMARKS

ROOM/AREA

ITEM

QUITE, TOP OF THE LINE

KITCHEN

MAIN SINK

1 1 1 1 1

WATER HEATER / STORAGE TANK

WHOLE HOUSE FILTER WATER SYSTEM

GARAGE DOOR OPENER

QUANTITY

SINK ISLAND

POT FILLER

LAUNDRY

SINK

POWDER ROOM

SINK

TOILET

LAVATORY

TOILET

SIZE AS REQUIRED SEE MECHANICAL PLAN

BATH TUB

SEE MECHANICAL PLAN

SHOWER

LAVATORY

TOILET

BATH TUB

SHOWER

LAVATORY

BATH TUB

SHOWER

FIXTURE

COLOR

FITTINGS/ REMARKS

EXISTING TO BE REUSED INTEGRAL

1024 harding ave. no. 202 venice, california 90291 310.663.6692

EXISTING TO BE REUSED

S.S.

BUILT INTO COUNTER BATH #1

HYDROTECH PRO SERIES

FANTECH FR SERIES FANTECH FR SERIES FANTECH FR SERIES

N/A N/A N/A

SCOTSMAN GOURMET ICE MACHINE MODEL NO. DCE33

INTEGRAL WOOD PANEL FRONT

HYDROTECH PRO SERIES PUSH BUTTON REVERSE OSMOSIS SYSTEM, HYDROTECH ITEM NO. 1240301-00, MODEL DESCRIPTION NO. 4VTFC25G-PB FANTECH FR SERIES SEE MECHANICAL PLAN SEE MECHANICAL PLAN SEE MECHANICAL PLAN

BATH #2 PLACE IN MECHANICAL CLOSET AND RUN LINE TO COLD WATER TAP @ SINKS

N/A N/A N/A N/A

AQUA PHRE FILTER MODEL NO. 5512 EPE-316L (55278-15) -- GARAVENTA ELVORON HR ELEVATOR STYLE 2, CAB SIZE 36" X 54" WITH UNFINISHED CAB, AUTOMATIC HALL DOOR OPERATOR, AUTOMATIC POWER GATE, ANTIQUE BRASS HANDRAIL, ANTIQUE BRASS HALL STATION CALL BUTTONS, ANTIQUE BRASS OPERATING PANEL, INTEGRATED EMERGENCY TELEPHONE, WOOD VENEER GATE PANELS AND BLACK HALOGEN CEILING FIXTURES

S.S.

HTP VERSA-HYDRO WATER HEATER MODEL NO. PHE 199-119 / 199,000 BTU

N/A

SEE MECHANICAL PLAN

MASTER BATHROOM

TOILET?? GUEST SUITE BATH

N/A VERIFY

N/A

HEAVY DUTY OPENER GUEST SUITE KITCHEN

LAVATORY

ROCKY MOUNTAIN HARDWARE ELLIPSE SINK - SK319

TOILET

DURAVIT HAPPY D. TOILET #D14023

SHOWER

ROCKY MOUNTAIN HARDWARE STORM SHOWER SHR-206

WM - WHITE BRONZE MEDIUM

SINK

ROCKY MOUNTAIN HARDWARE LAGO SINK SK418 , UNDERMOUNT

ROCKY MOUNTAIN HARDWARE DECK WM - WHITE BRONZE MEDIUM MOUNT FAUCET P703

ROCKY MOUNTAIN HARDWARE WALL WM - WHITE BRONZE MEDIUM MOUNT FAUCET P502 WHITE

VARIO CONNECTOR SET #0014220000

C 1

SUB ZERO INTEGRATED MODEL 700 TCI WITH ICE MAKER

INTEGRATED

DISH WASHER STOVE / OVEN

FISHER AND PAYKEL MODEL NO. DD24STI6V2 AGA COMPANION

INTEGRATED PEWTER

1 1

MICROWAVE

VENT HOOD

WATER PURIFICATION

HYDROTECH PRO SERIES PUSH BUTTON REVERSE OSMOSIS SYSTEM, HYDROTECH ITEM NO. 1240301-00, MODEL DESCRIPTION NO. 4VTFC25G-PB

GUEST BATH GUEST BEDROOM YOGA ROOM

EXHAUST FAN MR. SLIM MR. SLIM

1 1 1

VERIFY WITH OWNER SEE MECHANICAL PLAN

AUTO COURT

VEHICULAR GATE MOTOR

FAAC SWING GATE OPERATOR MODEL NO. 400

WITH LOOP ON INTERCOM AND WITH TELEPHONE ENTRY SYSTEM AND KNOXBOX FOR FIRE DEPT. ACCESS

VEHICULAR GATE MOTOR

FAAC SLIDING GATE MOTOR MODEL NO. 844 ER 216

FOR RACK AND PINION, WITH ENTRY SYSTEM AND KNOXBOX FOR FIRE DEPT. ACCESS

GUEST SUITE

GARBAGE DISPOSAL

VIKING VMOD240 - PROFESSIONAL SERIES VENT-A-HOOD BH128SLD

S.S. INTERIOR

GENERATOR

GENERAC - QUIETSOURCE SERIES, STANDBY GENERATOR, 27KW MODEL NO. QT027

A/C CONDENSER AND HEAT PUMPS

SEE MECHANICAL PLANS

SEE SEPTIC SYSTEM DRAWINGS FROM TOPANGA UNDERGROUND

FLUSH MOUNTED SINGLE BLOWER VERIFY FIXTURE FINISH

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

VERIFY

SEE MECHANICAL PLAN

SEPTIC SYSTEM CONTROL UNIT

REN. 04.30.13

TOP OF THE LINE, QUIET

INSINKERATOR EVOLUTION ESSENTIAL 3/4 HORSEPOWER

C-30765

SINGLE DRAWER WASHING MACHINE

A ST

SITE

REFRIGERATOR / FREEZER

KIRK! BLASCHKE

GUEST KITCHEN

AR CH SED IT

POWDER ROOM

MAIN HOUSE

PLUMBING FIXTURE AND FITTING SCHEDULE:

ROOMS

LAUNDRY

Lot 05

Issued

Description

06.28.11

progress set

Sheet Title

appliance and fixture schedule

Drawing File Scale Drawn By

jrm

Job martin and costin Sheet

A8.1

handrail to be 34" above tread nosing

HOLD BACK INSULATION AND PROVIDE FOR UNINTERRUPTED AIR GAP TO ALLOW CEILING VENTILATION BETWEEN RAFTERS DRILL 2" HOLE IN RAFTER TO SUPPLEMENT VENTILATION BETWEEN RAFTERS

GRAVEL

± 6"

mitered edges

7 2"

7/8" 2 9/16"

Ø 15

/16 "Ø

/16 " 15

EXPOSED 6X8 SCISSOR INTO 2X10 RAFTERS. SEE STRUCTURAL DRAWINGS. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

2 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING

WOOD TRIM. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

copper gutter

DIM. PER PLAN

2X2 NOTCHED INTO 6X8

2X12'S SHIP LAPPED AND LAYED FLAT WITH JOINTS CONCEALED BY 2X2'S

5/8" DENSGLASS SHEATHING TAPED W/ FIRE-RATED TAPE

6X8 INTERIOR ROOF RAFTER WALL FRAMING PER STRUCTURAL DRAWINGS

1/4" dia. x 5" lag screw NOTE: ALL EXPOSED WOOD ON THE EAVE IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.

scale 1/4=1'-0"

SEE DETAIL 9/A9.1 FOR HANDRAIL DETAIL

EXTERIOR STAIR DETAIL

1 1/2"=1'-0"

EXTERIOR STUCCO FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS

TYVEK WATERPROOF MEMBRANE OR ARCHITECT APPROVED EQUAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

BATT INSULATION MINIMUM R-19

TYPICAL EAVE AND WALL CONSTRUCTION DETAIL

3"=1'-0"

C-30765

washer

INTERIOR FINISH PER FINISH SCHEDULE

wood 2x4 ledger gypsum wallboard

POST CONNECTION TO BEAM SEE STRUCTURAL DRAWINGS

+/- 4"

FLEXIBLE GAS CONNECTION 1 3/4"

6X12 BEAM PER STRUCTURAL DRAWINGS

1" 2"

6X6 PER STRUCTURAL DRAWINGS

2 3/4"

4" @ grade 2" @ slab

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

10.20.09

exterior details

Drawing File

ELEVATION

NOTE:

3X6 HEAVY TIMBER TONGUE AND GROOVE DECK SURFACE.

Description

Sheet Title

SECTION

varies from 3-1/2" to 1/2" min.

FLEXIBLE GAS CONNECTION

Issued

SEE TYPICAL GUARDRAIL DETAIL 3/A9.1

NOTE: all exposed wood on the decking s to be heavy timer. any wood that is dimensionally smaller than heavy timber needs to meet the fire department's standard for ignition resistant treated wood. The wood is to be treated by jasper wood VARIES FROM FINISH TO 3" MAX. products and all of the manufacturer's design and installation recommendations must be followed. See icc evaluation service report no. esr-1159

15 16"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

+/- 9"

PLUMBERS TAPE

Scale

ALL EXPOSED WOOD ON THE RAILING IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.

Drawn By

1/4"=1'-0" krb

Job martin and costin Sheet

6X6 post connecting to 6 x12 beam and psl

ELEVATION

scale 1/4=1'-0"

1 2" 3

11 16"

TYVEK WATERPROOF MEMBRANE OR ARCHITECT APPROVED EQUAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

ROUNDED CORNERS

line of finished surface of guest house 1 3/4"

ELEVATION

15 16"

1 8"

1 1/2"=1'-0"

EXTERIOR STUCCO

FRAMING PER DIMENSIONED PLANS AND STRUCTURAL DRAWINGS SLAB PER STRUCTURAL DRAWINGS FINISHED FLOOR PER FINISH SCHEDULE

2" 6X6 PER STRUCTURAL DRAWINGS

REAR GUEST SUITE PORCH

11 16"

pe rc ed e

FLEXIBLE WATER CONNECTIONS

+/- 9"

FLEXIBLE WATER CONNECTIONS

3X6 HEAVY TIMBER TONGUE AND GROOVE DECK SURFACE.

NOTE: all exposed wood on the decking is to be heavy timer. any wood that is dimensionally smaller than heavy timber needs to meet the fire department's standard for ignition resistant treated wood. The wood is to be treated by jasper wood products and all of the manufacturer's design and installation recommendations must be followed. See icc evaluation service report no. esr-1159

half scale

FLEXIBLE WATER CONNECTIONS

e p u

15 16"

PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS

scale 1/4=1'-0"

CORNER W.H. STRAPPING

AS NOTED

10 WALL W.H. STRAPPING

AS NOTED

TYP HEAVY TIMBER WD DECK

1 1/2"=1'-0"

half scale

6X12 BEAM PER STRUCTURAL DRAWINGS

e c r

3 4"

3'-6"

WOOD STUD

POST CONNECTION TO BEAM SEE STRUCTURAL DRAWINGS

d e d

11 16"

WOOD 2X4 LEDGER 1/4" DIA. LAG SCREW with WASHER 3/4"X 24 GAUGE PLUMBERS TAPE

1/4" DIA. X 3" LAG SCREW W/ FLAT WASHER

slope 1/8" per foot

SEE TYPICAL GUARDRAIL DETAIL 3/A9.1

1" 1 4" 3 3" 4

half scale

3'-0"

2'-0 1/8"

PLUMBERS TAPE

3 1/4" x 3 1/4" POST MAXIMUM 5'-0" ON CENTER ATTACH TO STRUCTURE PER STRUCTURAL DRAWINGS

O F CA I F O R L

Project Name

BATT INSULATION, MINIMUM R-19

GYPSUM WALLBOARD

REN. 04.30.13

A ST

scale 1/4=1'-0"

KIRK! BLASCHKE

lag screw

PLAN

AR CH SED IT

wood stud

INTERIOR FINISH PER FINISH SCHEDULE

3/4" x 24 gauge perforated steel plumbers tape

PLAN

PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS

water heater

REFER TO INTERIOR ELEVATIONS FOR MOULDING SPECS.

2" min

plumbers tape layout (2 pieces)

1" min

3 3/

7 3/

11/1 "1 1 5/16 3/8"

DIM. PER PLAN

1/4" dia. x 3" lag screw

1 2"

1 1/

1 2"

3 1/8"

AGGREGATE CONCRETE VERIFY THICKNESS WITH OWNER/CONTRACTOR.SEE DESIGN PHOTO FOR DESIRED AFFECT. 4" min

1 1/

2 4"

1 1/2"=1'-0"

1 1/

7 3/

4" 1 1/

EXTERIOR STAIR

1 5/

5 1/8"

6"=1'-0"

1 5/

5 9/16"

6" maximum

7" minimum

1/8

screen

" 1 5/16 3/8"

wood 2x4 ledger

3/4" x 24 gauge perforated steel plumbers tape encircled tank from front and back

R-25 INSULATION

1 5/

GRAVEL BACK FILL PER GEOLOGY RECOMMENDATION

finish surface per plans

line connecting points of support

flexible water connections

8 5/

copper drip flashing

CARLISLE MIRADRAIN 6000

tank tight against gypsum wallboard

water heater

1/4

CONCRETE STEPS PER STRUCTURAL DRAWINGS

. 6" maximum

2'-2

8 5/

11 TYPICAL HANDRAIL

first stud not behind water heater

3 3/

2X2 NOTCHED INTO 6X8 SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

securely fasten handrail to wall. see structural drawings

CARLISLE MIRADRI 860 WITH CARLISLE CCW-702 WB PRIMER APPLIED PRIOR TO MIRADRI 860

1 1/2"=1'-0"

SLOPE PER PLANS

8" 4 5/

SEE DETAIL 9/A9.1 FOR HANDRAIL DETAIL

TYPICAL INTERIOR STAIR

1024 harding ave. no. 202 venice, california 90291 310.663.6692

ROOF RAFTERS PER STRUCTURAL DRAWINGS

DIM. PER PLAN

1 2"

SLOPE 1/8"/FT.

Lot 05

9 4"

3 4"

1 1/2"

SEE ROOF PLAN FOR SLATE ROOF UNDERLAYMENT

3 " 4

DIM. PER PLAN

GROUT

±6"

wood hadrail

FINISH WOOD PER INTERIOR FINISH SCHEDULE

SLATE SLOPE 1/8"/FT.

NOTE: SEE DETAIL 9/A9.1 FOR HANDRAIL DETAIL

PER PLAN

PLYWOOD

+/- 1'-0" PER PLAN SEE PLAN FOR NUMBER OF RISERS

PER PLAN

CONCRETE SLAB AND FRAMING PER STRUCTURAL DRAWINGS SLOPE PER PLANS

STRINGER PER STRUCT.

TYP GUARDRAIL DETAIL

1 1/2"=1'-0"

STUCCO SCREED AT GRADE

3"=1'-0"

A9.1

SLATE ROOF SEE ROOF PLAN FOR ROOF SPEC. NAILER SEE ROOF PLAN FOR SLATE ROOF UNDERLAYMENT

Lot 05

1 1/2"

top of wainscoating base below

1024 harding ave. no. 202 venice, california 90291 310.663.6692

biscuit joint

STEEL BEAM PER STRUCTURAL DRAWINGS

PLYWOOD PER STRUCTURAL DRAWINGS

8 7/8"

port orford wood to be stained

ROOF RAFTERS PER STRUCTURAL DRAWINGS

R-25 BATT INSULATION 5/8 densglass

3/4" x 5/8" batting

r-19 batt insulation

3/4" siding let into corner

of butt joint

er ce d

top of wainscoating base below

su p

top of wainscoating below

1 1/4"

o as n d no taes

er ce d

5/8 densglass

1/8"

corbel where occurs

batt beyond

waterproof membrane

6X8 TO BE NOTCHED INTO LOWER BEAM.

TYPICAL RIDGE DETAIL

2'-0"

0.50

1/8"

1 1/4"

9 7/8"

1 3/4"

1 1/2"

3/4"

1/8" 1 3/8"

1 5/8"

half scale

TYVEK WATERPROOF MEMBRANE OR ARCHITECT APPROVED EQUAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS EXTERIOR STUCCO

TYPICAL EAVE DETAIL AT GUEST SUITE

R-25 BATT INSULATION

Issued

9 1/2" 3/8"

1/8" 3/4"

1 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING

WOOD TRIM. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

10 1/2" NOTE: ALL EXPOSED WOOD ON THE EAVE IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.

WALL FRAMING PER STRUCTURAL DRAWINGS INTERIOR FINISH PER FINISH SCHEDULE FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

TRIM ROOF RAFTERS AS REQUIRED

exterior details

LINE OF TOP PLATE TO BE REMOVED FOR BEAM TO EXTEND INTO WALL

5 1/2' thick

6X6 INTERIOR ROOF RAFTER REFER TO INTERIOR ELEVATIONS FOR MOULDING SPECS.

1 1/4"

ALL EXPOSED WOOD ON THE EAVE IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.

1 1/2"

1/8" 7/8"

5/8" DENSGLASS SHEATHING TAPED W/ FIRE-RATED TAPE

1/8"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

per structural

WOOD FASCIA TRIM ALONG RAKE

3 3/8" 1 1/4" 2X2 NOTCHED INTO 6X8

rocks set on mortar

3"=1'-0"

5 1/2"

1 1/4"

1 5/8"

2x 10 WOOD TRIM. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

1 1/2"

CUSTOM COPPER GUTTER SUPPORT

2X10 LAID FLAT SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

Project Name

CUT TOP PLATES ANT ATTACH BEAM TO TOP PLATES PER STRUCTURAL DRAWINGS.

3/4"

7 3/8"

3 3/8"

WATERPROOF MEMBRANE SEE ROOF SPEC ON ROOF PLAN

COPPER DRIP FLASHING

1 1/4"

9 1/2"

3/4"

1 5/8"

7 3/8"

1 5/8"

1 1/4"

LOOK AT WITH BRUCE

O F CA I F O R L

EXPOSED 6X6 SCISSOR INTO 2X8 RAFTERS. SEE STRUCTURAL DRAWINGS. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

NOTE:

REN. 04.30.13

7 1/4"

SCREEN AT TOP OF GUTTER TO PREVENT LEAVES FROM ENTERING GUTTER.

COPPER GUTTER

5 1/2"

2 1/2"

8 5/8"

5/8" 1/8"

SILL CONDITION AT ROCK

TORCH DOWN ROOF SEE ROOF SPEC ROOF RAFTERS PER STRUCTURAL DRAWINGS NOTCH INTO SUPPORT BEAM

C-30765

4 CRNR. ABOVE WAINS. AT STUCCO3"=1'-0" 2

SELF ADEREING WATERPROOF MEMBRANE

3 1/2"

2'-1 3/8"

R-25 INSULATION

DRILL 2" HOLE IN RAFTER TO SUPPLEMENT VENTILATION BETWEEN RAFTERS

3/4"

waterproof membrane

finished grade

3"=1'-0"

AR CH SED IT

KIRK! BLASCHKE

HOLD BACK INSULATION AND PROVIDE FOR UNINTERRUPTED AIR GAP TO ALLOW CEILING VENTILATION BETWEEN RAFTERS

4 5/8"

8 5/8"

the rock will most liketly need to come above the concrete so i think we will need another waterproof layer and flashing

VERTICAL AND HORIZ. FASCIA

2X2 NOTCHED INTO 6X8 SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

3/4" ship lapped wainscoting

copper flashing

3"=1'-0"

ROOF RAFTERS PER STRUCTURAL DRAWINGS

COPPER DRIP FLASHING

bottom of door sill 1 1/2" belowfinished floor

A ST

TORCH DOWN ROOF SEE ROOF PLAN FOR SPECIFICATION.

R-19 BATT INSULATION

stucco waterproof membrane plywood per structural drawings

plywood per structural drawings

7 1/2"

1 1/4" top of wainscoating below

3"=1'-0"

r-19 batt insulation

stucco

LOWER RIDGE BEAM PER STRUCUTRAL DRAWINGS, ATTACHMENT TO UPPER STEEL BEAM PER STRUCTURAL DRAWINGS

WAINSCOATING AT STUCCO

notch corner of fascia board to let in stucco

1 1/4"

ADDITIONAL NAILER WHERE OCCURS

2X2 NOTCHED INTO 6X8

densglass

notch corner of fascia board to let in stucco

2X12'S SHIP LAPPED AND LAYED FLAT WITH JOINTS CONCEALED BY 2X2'S

2 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING

ship lapped horizontal siding

1/4"

waterproof membrane

5/8 densglass

1/4"

6X8 INTERIOR ROOF RAFTER

su p

ted

3/4"

o as n

3 3/8"

ted

stucco

port orford wood to be stained

8 7/8"

1/2" plywood

biscuit joint

5 1/2"

r-19 batt insulation

3"=1'-0"

top of wainscoating below

the vertical and horizontal members need to be this thick in order to align with each other.

1 1/2"

ted

5 CORNER AT WAINSCOATING 1 1/4"

o as n

densglass waterproof membrane plywood per structural drawings

3 1/2" THICK, ATTACH TO BEAM ABOVE

PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS

TYVEK WATERPROOF MEMBRANE OR ARCHITECT APPROVED EQUAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS

6X6 LOWER ROOF RAFTERS IN BEAM POCKET IN WALL.

Drawing File Scale

BLOCKING PER STRUCTURAL DRAWINGS

Drawn By

as noted krb

Job

BATT INSULATION MINIMUM R-19

martin and costin Sheet

BATT INSULATION MINIMUM R-19 VERTICAL CASING BEYOND

3"=1'-0"

TYPICAL RAKE DETAIL @ CORBEL

3"=1'-0"

A9.2

1 1/4" wood trim 7/8" stucco

Lot 05

1 1/4" wood trim 7/8" stucco

1/2" plywood

1024 harding ave. no. 202 venice, california 90291 310.663.6692

1/2" plywood WATERPROOF MEMBRANE DENSGLAS 6 x 6 post beyond

6 x 6 post beyond railing

BATT BEYOND

1 1/2"

waterproof membrane plywood per strucrual 6 x beam at house

concrete driveway

SEALANT PER WATERPROOFING CONSULTANT (EXTRUSION TUBE)

waterproof membrane

R-19 BATT INSULATION

COPPER FLASHING

plywood per strucrual VERIFY INTERIOR FINISH

COPPER FLASHING

wood trim

copper flashing

CONCRETE DRIVEWAY

1'-2"

1 7/8"

TJI PER STRUCTURAL DRAWINGS

3" 3/4"

WATERPROOF MEMBRANE

1" 5 1/2"

wood trim

varies min. 2 1/2"

FRAMING PER STRUCTURAL DRAWINGS

fascia at house

concrete driveway

varies min. 2 1/2"

1 1/2"

railing

SHIP LAPPED WAINSCOATING

stucco 6 x 6 post

stucco

PLYWOOD PER STRUCTURAL DRAWINGS

rock facade where occurs

1/2" plywood

stucco

tji per strucutral drawings

tji per strucutral rawings

outside edge of masonry below

2 3/4"

section

DENSGLASS

railing

1 1/2"

edge of wood trim

waterproof membrane

plan

PSL PER STRUCTURAL DRAWINGS

TJI PER STRUCUTRAL DRAWINGS

section

STUCCO

PLYWOOD PER STRUCTURAL DRAWINGS 5 1/2" unless noted otherwise

WATERPROOF MEMBRANE

PLYWOOD PER STRUCTURAL DRAWINGS stucco plan at roof entrance porch

copper flashing

retaining wall per structural drawings R-19 BATT INSULATION

1 1/2"=1'-0"

CONCRETE SLAB AT WALL

1 1/2"=1'-0"

REN. 04.30.13

stone veneer per exterior elevation

3/4"

C L

C-30765

2 A ST

5/8"

STONE AT RAISED DRIVEWAY

AR CH SED IT

KIRK! BLASCHKE

9 1/8"

1/8" 5/8"

3/4"

water proof membrane

O F CA I F O R L

varies

Project Name

3/4"

slab per structural drawings

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

3/4"

TORCH DOWN ROOF SEE ROOF PLAN FOR SPECIFICATION. ROOF RAFTERS PER STRUCTURAL DRAWINGS NOTCHED INTO 6X6 SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

3/4" ship lapped wainscoting waterproof membrane

COPPER DRIP FLASHING

3 1/2" 5/8" 9 1/2"

up da te

SCREEN AT TOP OF GUTTER TO PREVENT LEAVES FROM ENTERING GUTTER.

0.50

3 1/2" 5/8" 8" 5/ 9 1/2"

Issued

3 1/2" 5/8" 5/8" 9 1/2"

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

3"=1'-0"

DETAIL OF RETAINING WALL AT RAISED DRIVEWAY

1 1/2"=1'-0"

CASING BEYOND

WATERPROOF MEMBRANE FRAMING PER STRUCTURAL DRAWINGS

CUSTOM COPPER GUTTER SUPPORT

DENSGLASS

2X10 LAID FLAT SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

SHIP LAPPED WAINSCOATING DOOR SILL PER DOOR SCHEDULE

2 1/4"

VERIFY INTERIOR FINISH

NOTE:

FINISHED FLOOR AT PORCH HEIGHT

5 1/2"

3/4" 3"

Sheet Title

exterior details

1'-1"

5 1/2"

1'-1"

post beyond THROUGH BOLT

post per structural drawn as 6 x 6

Drawing File

fascia on wall beyond Scale Drawn By

1'-2"

3/4" 1'-2"

6 X 6 DECK JOIST PER STRUCTURAL DRAWINGS CONCEALED HANGER PER STRUCTURAL DRAWINGS

R-19 INSULATION

PSL PER STRUCTURAL DRAWINGS

as noted krb

Job martin and costin

SECTION

KEEP EDGE OF DECK JOIST SLIGHTLY OFF WALL

DECKING AT REAR PORCH

6 x 8 beam notch into roof rafters corbel below see elevation

COPPER FLASHING

TJI PER STRUCTURAL DRAWINGS

1 1/2"=1'-0"

exterior face of wood corner fascia, where occurs

BATT BEYOND

VERIFY INTERIOR FINISH TJI PER STRUCTURAL DRAWINGS

1 1/4"

SECT. THROUGH EXT. WAINS.

7 1/2"

COPPER GUTTER

STUCCO PLYWOOD PER STRUCTURAL DRAWINGS WATERPROOF MEMBRANE

Sheet

ELEVATION

6 X 6 DECK JOIST PER STRUCTURAL DRAWINGS

NOTCH JOISTS TO LET IN STUCCO.

DETAIL AT COVERED WALKWAY ENTRY TO GUEST SUITE

1 1/2"=1'-0"

TYPICAL EAVE DETAIL AT COVERED PORCH

1 1/2"=1'-0"

A9.3

A9.4

Lot 05

stucco

3 A9.3

metal lath over two layers of tyvek water proof membrane

verify width with owner/ architect.

copper weep screed copper standing seam metal roof verify with owner/architec type of standing seam 12

interior 5/8" drywall

1024 harding ave. no. 202 venice, california 90291 310.663.6692

3.00

roof underlayment 2X6 LAID FLAT SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.

3.00

1" 1/2" 1/2"

1/2"

port orford to be stained

3/8"

1/4"

2 1/2"

copper drip flashing

1/2"

7'- 7/8" off finished floor

1/2"

rough openingg

3 3/4"

2 1/8"

R-25 INSULATION

window opening

7'- 3/8" off finished floor

2 1/2"

interior

1'-3 1/4"

grill to be removable

1'-0 5/8"

6ft

6ft 2"

casing beyond

1 1/2" 2"

outline of window/interior of window box beyond

AR CH SED IT

KIRK! BLASCHKE

1 1/2" 2"

vertical grill members in background

C-30765

A ST

1 A9.6

7/8"

5 1/8"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

c l of window muntin

plastic shim

O F CA I F O R L

Project Name

horizontal grill member typ.

interior

REN. 04.30.13

Issued

Description

permathane chaulking

window opening

copper pan

permathane chaulking

rough opening

1 1/4"

3/8"

1/2"

1/4" 1/2"

2 1/2"

3'-5 5/8" off finished floor

1/4" 3 3/8"

3'-5 1/8" rough opening off finished floor

protecto wrap bituthene flashing

Sheet Title

1'-6"

exterior details densglass

3/4"

ship lapped horizontal siding slope 1/2" per foot

interior 5/8" drywall

Drawing File

densglass batt beyond

3/4"

krb

Job martin and costin Sheet

1/2" 1 1/2"

Drawn By

as noted

1/8"

Scale

two layers of tyvek water proof membrane

section through kitchen window box

3"=1'-0"

3 front elevation of kitchen window box

3"=1'-0"

2 side elevation of kitchen window box

3"=1'-0"

A9.5

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

1 1/2"=1'-0"

11 -

6"=1'-0"

1 1/2"=1'-0"

7 w8x28 cut to 3" wide

1'-2"

ship lap joint

5 1/2"

eq.

line of roof edge

eq.

eq. ridge seam to occur at inside edge of 6x8

1/2"

1/2" 1/2"

W8x28 steel

1/2"

1/2" eq.

1/2"

6x8 beam

1'-9"

8" wood outrigger at west side of master bedroom

AR CH SED IT

KIRK! BLASCHKE

C-30765

1 1/2"=1'-0"

3 A9.5 1 1/2" strand board densglass

backer rod and permathane caulking

3/4"

2" 1'-0 7/8"

top of wainscoating below

3/4"

eq. eq. eq.

eq. eq. eq. eq. eq.

edge of window bay Issued

eq. eq. eq. eq. eq.

C L expandable foam

06.21.10

plan check corrections

06.28.11

progress set

1/2"

9 7/8"

1/2"

exterior Sheet Title

exterior details

C L

3/4" 1/4"

copper stucco screed

2 1/2"

Drawing File Scale Drawn By

interior interior 5/8" drywall

1 5/8" each side rough opening 3'-10 1/4"width of rough opening

permit set submittal

3/8"

14mm

exterior

protecto wrap bituthene flashing

10 -

10.20.09

1/2" 2"

1 1/4"

1/2" x 1" member typ. 14mm

C L

Description

1" x 1" member typ.

stucco

AS NOTED

Project Name

7/8"

expandable foam

3/8"

AS NOTED

EQ.

eq. eq. eq. eq. eq.

7/8"

O F CA I F O R L

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

edge of vertical grill member

align

metal lath over two layers of tyvek water proof membran

1/4"

4 1/8" plywood per structural drawings

EQ.

2 3/8"

1 1/2"=1'-0"

center of vertical grill member C L

center of window muntin C L

caulking in joint

protecto wrap bituthene flashing

section

6 ridge beam detail at master bedroom center of window bay 3'-7 C 1/2" L

A ST

elevation

REN. 04.30.13

section at guest suite window bay

martin and costin

1/4" width of window

3'-8" width of window

width of window

3'-8" width of window

krb

Job

interior

1/4"

as noted

Sheet

1 5/8" each side rough opening 3'-10 1/4"width of rough opening

3"=1'-0"

A9.6

gutter to slip under end of roof ﬂashing

Lot 05

screen at top of gutter to prevent leaves from ! entering, required by the ﬁre department.

1024 harding ave. no. 202 venice, california 90291 310.663.6692

copper rivet 1/8" thk. brass gutter strap

rolled outside edge

5 9/16"

6 x 6 rafter tail

dado 3/16" x 3/8" wide x +- 4 1/2" long out of bottom of ridge beam for copper gutter support to be placed into.

section

gutter support

3"=1'-0"

hook will pierce ﬂashing 1 3/4" max. for hook to ﬁt through cone hole

3/4"

exposed decorative! metal bolts.

3/4"

3/8" x 3/8" brass gutter support at every ! rafter tail 3/8" x 3/8" brass gutter support at every ! rafter tail - verify with owner if ﬁnished 6 x 6 rafter tail should be hammered

horizontal wood member

exposed decorative! metal bolts. 1/2" wide metal tab to be! exposed on edges.

screws as necessary. counter sink! screws into bracket

horizontal picket

metal tab on each side! of horizontal members horizontal picket

1/2" gap between pickets (2) 3/4" wide and 1"! deep wood picket.! see gate elevation

exposed decorative! metal bolts.

3/4"

R 3 1/2"

3/8"

1 1/2"

"Ø

3/16"

11 /8"

+- 1" 1/2

steel frame to have! square corners

2 9/16"

3/16"

max. 1 11/16" to min. 1 3/16" - distance varies at each gutter support. portion of neck closest to gutter shortens to accommodate gutter slope. ! see A5.3 for location of straps and slope of gutter.

5/8"

elevation

5 1/2"

3/8"

eq.

1 1/4"

5 1/2"

3 1/8"

copper rivet! both sides copper gutter 1/8" thk. brass gutter strap second layer of 3/32" thk. brass gutter strap parallel with rafter tail end eq.

3 1/2"

7/8"

5 1/8"

metal tab on each side! of horizontal members

1" metal frame of gate

black iron hook to hold rain chain

metal frame of gate 2"

3 1/2"

1/2"

eq.

rain chain will hang centered in cone hole, but will have minor sway with wind

1 3/4"

elevation

3/4"

section

rain chain at gutter

3"=1'-0"

notch horizontal and vertical pickets 1/2" gap between pickets

6 1"

section of horz. member to frame3"=1'-0" 3

elev. of horz. member and frame

3"=1'-0"

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

9 1/2"

exisitng pine tree

1'-6"

Issued

2'-0"

1/2" round black iron

eq. 3/4" 1 1/4" 3/4" 4 7/8" 3/4" 2 3/8"

1 1/4" 3/4" 4 7/8" 3/4" 2 3/8"

5 1/2" I

eq.

4 A9.7

3/4"

3 A9.7

ﬁnished driveway surface

finished surface 131.83

5 1/2" 3"

2 A9.7 3/4" 4 7/8" 3/4" 2 3/8" 1'-6"

recess in stone to gather water

Sheet Title

vehicular gate

6'-0"

3 1/2"

lowest rain chain member to be adhered to drilled hole with epoxy

Drawing File Scale Drawn By

66% open above the bottom panel

as noted krb

+ 2"

Job

martin and costin Sheet

7 3/4"

rain chain at base

Description

02.07.12

17'-1"

2 3/8" 3/4" 4 7/8" 3/4" 2 3/8" 3/4"

1 3/4"

eq.

3/4"

copper funnel, see elevation for locations

1'-11"

brass gutter strap

3"=1'-0"

5 section through gate

3"=1'-0"

vehicular gate at view corridor

1/2"=1'-0"

A9.7

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

corner board beyond, east of railing offset from east board 1 1/8"

11/16" x 1 3/8" members (typ.)

4 1/2"

4'-2 3/4"

4'-3 1/4"

4 1/2"

4'-0 1/4"

4 1/2"

4'-2 1/4"

3 A9.8 4 1/2"

4'-2 1/4"

4 1/2"

4'-2 1/4"

3 1/4"

1" 4 1/2"

eq.

3 1/2"

ROUNDED CORNERS 1/2" eq.

1/2"

4 1/2"

4'-2 1/4"

1 1/2" x 1 1/2" corner post, occurs only at this corner and at mirrored corner at opposite side of railing

11/16"

1 3/8"

3'-6"

4'-3 1/4"

4 1/2"

ROUNDED CORNERS

1 1/8"

3'-6"

4 1/2"

4'-3 1/4"

1/2"

1/2" 4"

11/16" x 1 3/8" members (typ.)

1 1/4" 1"

1/2" 1"

top of opening 7'-0" above finished floor

2" x 3 1/4" top rail

offset from west post 1 1/8" top rail to be centered on west post

1/2" 2"

3 1/4"

3/4" x 1 1/2"member (typ.)

corner post to west of railing

3 1/4" x 4 1/2" POST TO ATTACH TO STRUCTURE PER STRUCTURAL DRAWINGS

eq.

3 1/4" x 4 1/2" wood post

C L eq. eq.

1 1/2"

1 1/2" steel rod to side of post

2" 1"

eq. ( 1 1/8") 1 1/2"steel rod to side of post steel rod to side of post 1

1/2"

2" 1"

eq. ( 1 1/8") steel rod to side of post

1 1/4"

eq. ( 1 1/8") 2 1/4" steel rod to side of post 1 1/4" 1"

2 1/4" 1"

1/2"

1/2" 2 1/4"

SECTION

4 1/2" 1"

3 1/4" 3"

ELEVATION

NOTE:

5 1/2"

eq. ( 1 1/8")

2" 1"

side of post

1 1/4"steel rod to

2 1/4"

2 1/4" 1"

2" x 3 1/4" bottom rail

eq. ( 1 1/8")

1/2"

eq. ( 1 1/8")

(typ.)

eq. ( 1 1/8")

1/2"

11/16" x 1 3/8" members (typ.)

decking to be notched around posts

ALL EXPOSED WOOD ON THE RAILING IS TO MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.

5 1/2" x 5 1/2" floor joists 5 1/2" x 11 1/2" wood beam

guest suite driveway railing elevation

1/2"=1'-0"

3 1/4"

dashed line of 1 1/2" x 1 1/2" corner post beyond, occurs only at this corner and mirrored corner at opposite side of railing

C L C L C L 3/8"

3/8"

3/4" x 1 1/2" member (typ.)

3 1/4"

CL 2"

max.

first decking seam 1'-4 3/4"

eq.

5 7/8"

5 5/8"

weld nut to top of plate for threaded rod and weld threaded" rod to nut. notch vertical plate around nut.

4 1/2"

eq.

5 5/8"

eq.

5 3/4"

1" (typ.)

outline of decking

eq.

5 5/8"

eq. eq.

Issued

2" x 3 1/4" top rail

4 1/2" x 3 1/4" post 2" x 3 1/4" bottom rail 1" 1 1/4"

1/4" thick x 2 1/2" wide plate - see detail 1/4" x 2 1/2" x 2 1/2" steel plate

1 1/4"

1/4" x 2 1/2" x 2 1/2" steel plate

1/2" threaded rod, threaded through steel plate and into nut welded on top of steel plate. once threaded rod is screwed into the nut, threaded rod is to be welded to nut

screen above

open

top of finished floor

guest suite railings

Drawing File

decking

open

2 1/4"

corner post

2 1/4"

6x6 joist

2 A9.8

exterior details

1 A9.8

Sheet Title

4 1/2" 1" 1/2"

beam below

Scale

5 1/2" x 5 1/2" floor joists

Drawn By

left side of post

2 A9.9

guest suite decking plan

1/2"=1'-0"

front of post

guest suite rear railing structural connection detail

2 A9.8

right side of post

3"=1'-0"

4 A9.8

guest suite rear railing elevation

as noted krb / jrm

Job

centerline of balcony railing 2 A9.9

Description

3'-6"

eq.

C L

railing above

7'-3 7/8"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

eq.

typ. post

1'-6"

Project Name

C L

3 1/4"

3/8" dia. bolts - thread bolts into plate, no nut used, 4 locations

eq.

C L

C L 4"

see detail 1, sheet A9.9 for metal plate

centerline of balcony railing

1" x 2 1/4" member (typ.)

5 1/2" x 5 1/2" west corner post

6x6 deck joist below

edge of decking

1'-6"

1/2"

3/8" dia. bolts - thread bolts into plate, no nut used, 4 locations

3" from face of 6x6 to face of post

intermediate screen post

1 1/2"=1'-0"

slope 1/4" per foot

3 guest suite rear railing section

1" 4 1/2"

1" 1 1/4"

see detail 1, sheet A9.9 for metal plate

5 3/4"

1 3/4"

3/8"

1/4" thick steel plate

1/4" thick x 2 1/2" " wide plate

eq.

this is the alternate place to return the decking at the corner, but tom did not think the piece of decking in the corner would be strong enough so we extended it

3/8"

4 1/2"

1 1/2"

3 1/4" 4" from face of railing post to face of railing

deck

1/4" thick x 2 1/2" " wide plate

CL CL CL

eq.

1 1/2"=1'-0"

3 1/4"

2 1/2"

eq.

5 driveway railing section

martin and costin

5 1/2" x 11 1/2" beam

1 1/2"=1'-0"

Sheet

A9.8

ROOF MATERIAL TO BE CONFIRMED WITH OWNER, ARCHITECT

5 1/2" x 5 1/2" corner post beyond

NAILER

Lot 05

centerline of screen

1024 harding ave. no. 202 venice, california 90291 310.663.6692

1'-6" C L

C L EQ.

W8X28

EQ.

3/4" PLYWOOD PER STRUCTURAL DRAWINGS 3 1/4"

1" 4 1/2"

2X10 ROOF RAFTERS PER STRUCTURAL DRAWINGS

EQ. 5 5/8"

max.

R-25 BATT INSULATION

C L

1 1/4"

1/2" 2"

C L

4 1/2"

1/2"

1 1/2"

2 3/4"

ROUNDED CORNERS (typ.)

3/4" 1/2" 3/4" 1/2"

9 4"

1/2"

2 1/4"

2 3/4" x 3/4" (typ.)

5'-9"

1/2"

11/16" x 1 1/2" (typ.)

2 4"

11/16"

1 2"

2" x 3 1/4" top rail 5 1/2" x 5 1/2" corner post 1" x 2 1/4" (typ.)

2" x 3 1/4" bottom rail

6X8 INTERIOR ROOF RAFTER

1/2"

6X8 INTERIOR ROOF RAFTER TO BE NOTCHED INTO LOWER RIDGE BEAM

2X2 NOTCHED INTO 6X8

1/2"

4 1/2"

2x MEMBER SHIP LAPPED AND LAID FLAT WITH JOINTS CONCEALED BY 2X2'S

2 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING

1 1/4"

ROUNDED CORNERS (typ.)

7 2"

3'-6"

open

8x12 LOWER RIDGE BEAM

open

(2) 1/4" sds screws

3"=1'-0"

1 3/4"

decking to be notched around post

1/2"

ridge beam detail at master br and breezeway

(2) 1/4" sds screws

NAILER ROOF MATERIAL TO BE CONFIRMED WITH OWNER, ARCHITECT 3/4" PLYWOOD PER STRUCTURAL DRAWINGS

5 1/2" x 5 1/2" structural beam W10X112 AT KITCHEN

SECTION

W10X112 AT LIVING ROOM

ELEVATION

Project Name

guest suite porch screen details

1 1/2"=1'-0"

2X10 ROOF RAFTERS PER STRUCTURAL DRAWINGS R-25 BATT INSULATION

1/4"

1" 1 1/4"

plate to be threaded for 3/8" bolt from opposite side

2 1/2"

plate to be threaded for 3/8" bolt from this side

1" 1 1/4"

2 1/2"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

plate to be threaded for 3/8" bolt from opposite side 3/4"

7/8"

1'-4 3/4"

plate to be threaded for 3/8" bolt from this side

7/8"

9 4"

plate to be threaded for 3/8" bolt" from opposite side 7/8"

3/4"

eq.

3/4"

7/8"

02.07.12

1/4" thick steel plate

1'-4 3/4"

7/8"

1/4" thick steel plate

1'-4 3/4"

plate to be threaded for 3/8" bolt from this side

eq.

7/8"

3/4"

7/8"

plate to be threaded for 3/8" bolt from opposite side

Sheet Title

notch plate around nut. weld nut to plate" screw threaded rod into nut and weld nut to" threaded rod.

exterior details

1/4"

1 2"

notch plate around nut. weld nut to plate screw threaded rod into nut and weld nut to threaded rod

2 4"

notch plate around nut. weld nut to plate" screw threaded rod into nut and weld nut to" threaded rod.

plate to be threaded for 3/8" bolt from this side

7 2"

1/2" threaded rod to be screwed through " plate and into nut. nut to be welded to top plate." and threaded rod to be welded to nut after it is" screwed in.

1/4" x 2 1/2" x 2 1/2" steel plate 1/4"

1/4" x 2 1/2" x 2 1/2" steel plate

1/4"

1/4" x 2 1/2" x 2 1/2" steel plate

Drawing File Scale Drawn By

6X8 INTERIOR ROOF RAFTER

2 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING

2X2 NOTCHED INTO 6X8

2x MEMBER SHIP LAPPED AND LAID FLAT WITH JOINTS CONCEALED BY 2X2'S

2 1/2"

Job

2 1/2"

martin and costin

front side of metal bracket

right side of metal bracket

10x16 LOWER RIDGE BEAM

ridge beam detail at living room and kitchen

3"=1'-0"

krb / jrm

Sheet

left side of metal bracket

6X8 INTERIOR ROOF RAFTER TO BE NOTCHED INTO LOWER RIDGE BEAM

2 1/2"

as noted

guest suite rear railing structural plate detail

1 1/2"=1'-0"

A9.9

plywood sheathing per structural drawings

1/4

4" 2 1/

2'-2

4" 9 1/

1/1

4" 2 1/

4" 9 1/

2'-1

5/8" densglass sheathing taped with fire-rated tape

1/4

2" 1 1/ 2" 7 1/

5/8" densglass sheathing taped with fire-rated tape

this dim becomes smaller at this condition because of thickened wall

131.45 plate height

plywood sheathing per structural drawings

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

8" + _ 3 5/

plywood sheathing per structural drawings

6'-4

4" 9 1/

5/8" densglass sheathing taped with fire-rated tape

this may change to account for roof height. if so, maintain this relationship

exterior stucco 3/8" x 3" x 8" t.s.

5 1/2"

see detail 8/A9.2

3 1/2"

129.00 window opening

3/4"

see detail 2/A9.1 for eave dimensions 5 1/2"

1'-1 13/16"

129.00 window opening

3 1/2"

129.00 window opening

see detail 2/A9.1 for eave dimensions

3/4"

3 1/2"

5 1/2"

see detail 2/A9.1 for eave dimensions

w8x21

129.46 bottom of steel 3/8" x 3" x 8" t.s. where occurs

bottom of rafter to align with top of molding

exterior stucco

6x12

129.53 bottom of steel where occurs

5 1/2"

3/4"

exterior stucco

5 1/2"

2" 1 1/ 2" 7 1/

130.27 plate height

2" 1 1/ 2" 7 1/

130.32 new plate height

5 1/2"

120.25 ground

3 5/8"

1 1/4" 2 1/8" 1'-0 11/16"

existing slab

1/4"

120.25 ground

shim or curb

flring material lw conc / insul. 4"

1 3/4"

2 1/2"

1 1/4"

new slab

120.70 e. slab 1/4"

1'-0 11/16"

1 1/4"

new slab

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap 121.00 f.f.

flring material lw conc / insul.

120.67 n. slab

120.67 new slab copper flashing rocks set on mortar

121.00 f.f.

flring material lw conc / insul. 4"

121.00 f.f.

3 1/2"

3/4" 5 1/2"

bottom of door sill 1 7/8" below finish floor

1 1/8"

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

1/4"

r-19 batt insulation

2 1/2"

3/4" ship lapped wainscoting

120.25 ground

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

slab condition - new slab at mstr bdrm

1 1/2"=1'-0"

7 slab condition - new slab at sitting /breezeway

1 1/2"=1'-0"

4 slab condition - existing slab at west side of living room

1 1/2"=1'-0"

" 9 1/

plywood sheathing per structural drawings 5/8" densglass sheathing taped with fire-rated tape 5/8

see detail 8/A9.2

3/4" 5/8" 5 1/2"

3/4" ship lapped wainscoting

1 1/4" 2 3/4"

1 1/ 2" 7 1/ 2"

6 5/8"

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

Issued

6x12 moved to inside edge of framing to match outrigger at west side of room

see detail 2/A9.1 for eave dimensions

to be filled with mortar or equivalent

Description

08.24.12

slab drawing issue

08.30.12

slab drawing corrections

129.00 window opening

footing per structural drawings see detail 8/A9.2

exterior details

12 0.59

flring material lw conc / insul. 1/4"

1 1/4"

2 1/2" 1 1/4"

1 1/4"

1 1/8"

Drawing File

121.00 f.f.

Scale

120.70 e. slab

existing slab

Drawn By

as noted jrm

Job

flooring lw. conc./insul. new slab

3 5/8"

3 1/2"

6 5/8"

2 1/8" 1 1/4"

3 5/8"

see detail 1/A9.13 for this information

1'-4"

1/4"

Sheet Title

line of slab at site condition, area to be filled in with mortar

new slab

2" 1 1/4"

flooring lw. conc./insul.

1/4"

2 1/2" 1 1/4"

1 1/4"

2'-0"

1 1/2"=1'-0"

this dim becomes smaller at this condition because of thickened wall

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

5 1/2"

new slab

120.25 ground

slab condition - at east wall of master bath

131.45 plate height

3/4"

3 1/2" 2"

3/4" 5 1/2"

copper flashing rocks set on mortar

3 1/2"

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

120.67 new slab

tub to have extended custom height legs

120.25 ground

exterior stucco

2 1/2"

1 1/4"

121.00 f.f.

Project Name

1/1

outline of tub

r-19 batt insulation

flring material lw conc / insul. new slab

sealed concrete slope per slab drawing

waterproof membrane

1/4"

3 1/2"

3/4" 5 1/2"

120.67 new slab copper flashing rocks set on mortar

5 11/16"

3/4" ship lapped wainscoting

bottom of door sill 1 7/8" below finish floor

6'-3

finished material 1 1/4"

r-19 batt insulation

121.00 f.f.

see detail 8/A9.2

waterproof membrane bottom of door sill 1 7/8" below finish floor

this dim becomes smaller at this condition because of thickened wall

+ _3

5 1/2"

martin and costin

line of slab at site condition, area to be filled in with mortar

Sheet

119.43 ground

slab condition - at master shower

1 1/2"=1'-0"

5 slab condition - new slab at master tub

1 1/2"=1'-0"

slab condition existing slab at east side of living room

1 1/2"=1'-0"

A9.10

Lot 05

/16

5/8" densglass sheathing taped with fire-rated tape

irregularly sized board in order for eave to match pattern from ridge this dim becomes smaller at this condition because of thickened wall

/ 6 15

2'-1

5/8

1 8"

" 1/8 " 6 1 3/ 16" / 1 1 16" 7 5/

6x12

3"=1'-0"

8 11

exterior stucco

" 3/8p) (ty

/16

6 13

6x12

5 1/2"

" 7/8 " 1/2 " 6 3/1

exterior stucco

1 1 4"

p.) " (ty 3/8 " /16 8 11

16"

8 11

/8"

+5 7

see detail 2/A9.1 for gutter dimensions

1 8"

6" 1/1 + _5 1 p.) " (ty 3/8 " /16 8 11 /8"

see detail 2/A9.1 for gutter dimensions

1 1 4" " /16

/16

6 15

3/4"

8" 4 7/

1024 harding ave. no. 202 venice, california 90291 310.663.6692

plywood sheathing per structural drawings

3 1/2" 1 7/16"

8 11

16"

16 11/

4 7/

6" 1/1

/16

/8"

/16

8 11

2x2 against thickened wall condition to sit flush against fascia board with no relation to t&g joint

8 11

ceiling board layout at master bedroom

1 1/2"=1'-0"

plywood sheathing per structural drawings 5/8" densglass sheathing taped with fire-rated tape

2x2 against un-thickened wall condition to sit flush against fascia board with no relation to t&g joint

see detail 2/A9.1 for gutter dimensions

" " /16 + 5 3/8

4 7/

16"

p.) " (ty 8 / 3 " /16 8 11

1 1 4"

8 11

" 3/8 ) (typ

3 1/2"

3/4"

7 5/

5 1/2"

" 7/8 " 1/2 " 6 3/1

" 1/8 " 6 1 / 3 16" 1 1/ 16" 7 5/

/16

8 11

1 8"

/8" + _6 7 " /16 8 11

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

ridge detail @ master bedroom and breezeway

3"=1'-0"

5 ceiling board layout at breezeway

2 Issued

/16

8 11

1 1/2"=1'-0"

Description

area to be filled in based on undetermined space due to creep of ceiling board placement

4 7/

08.24.12

slab drawing issue

" /16

11 3 /8"

6" 1/1

plywood sheathing per structural drawings

5/8" densglass sheathing taped with fire-rated tape

16"

/ 8 11

4 7/

131.48 new plate height

6'-4

1/4

" +3/4 " /16 8 11 /8" +1 7

Sheet Title

exterior details

exterior stucco

exterior stucco 1

3/8" x 3" x 8" t.s.

/16 8 11 16" 13/

3/8" x 3" x 8" t.s.

5 1/2"

Drawing File

begin with this board and lay up towards ridge. adjacent board layouts are derived from here

Scale Drawn By

see detail 2/A9.1 for gutter dimensions

ridge detail @ master bedroom and breezeway

3"=1'-0"

ceiling board layout at living room

Sheet

3/4"

129.00 window opening

martin and costin

3 1/2"

129.00 window opening

jrm

Job

5 1/2"

see detail 2/A9.1 for gutter dimensions

as noted

1 1/2"=1'-0"

A9.11

new slab existing slab

new slab

new conc. retaining wall

new slab

120.70 slab

3 5/8"

1 1/4"

new slab existing slab

1'-0"

lw conc / insul.

120.70 t.o.w.

6" 8"

121.00 f.f. at laundry

1'-0"

2x10 ledger per structural

1/2" cork

2 1/8"

new conc. retaining wall

120.70 slab

basement level

3/4" wood flooring

1/4"

3 4"

2 1/8"

120.70 t.o.w.

121.00 f.f. at laundry

lw conc / insul.

1 2"

2 1/8"

1/4"

new slab existing slab

new slab

new conc. retaining wall

120.70 slab

per plan

lw conc / insul.

3 5/8"

121.00 f.f.

ground floor 3 5/8"

1/2" cork

flring material 120.70 t.o.w.

1 1/4"

3/4" wood flooring

per plan

1024 harding ave. no. 202 venice, california 90291 310.663.6692

FINISH WOOD PER INTERIOR FINISH SCHEDULE

elevator shaft

PLYWOOD

3 4"

Lot 05

needs to be fire rated door. what does threshold look like?

1/4"

1 2"

per plan

1'-0"

2x10 ledger per structural

#4 dowels @ 32" o.c.

2'-0"

new retaining wall at stairs to bedrooms

1 1/2"=1'-0"

new retaining wall at basement stairs

1 1/2"=1'-0"

6 new retaining wall at elevator shaft

type 'x' gypsum board

2'-0"

2 1/8"

1/4" - torchdown 2 1/8" 1 1/4"

1 1/4" 1/4"

basement garage

#4 dowels @ 32" o.c. 2'-0"

typical transition between slabs at retaining wall1 1/2"=1'-0" 5 new retaining wall at basement 5 1/2"

finish TBD

bed #1

bed #2

finish TBD 124.41 f.f. at guest bedrooms

torchdown layer

124.41 f.f. at guest bedrooms

1 1/4"

5 1/2"

Project Name

6 5/8"

torchdown layer

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

124.41 f.f. at guest bedrooms

pltwood per structural drawings

1 1/2" 3/4" 1/4" 11 7/8"

insulation as required

entry hall

ltwt. conc. 11 7/8" 1/4" 3/4" 1 1/2"

insulation as required

1 1/2"=1'-0"

finish TBD

ltwt. conc.

torchdown -1/4" 11 7/8"

1 1/4"

1 1/2"=1'-0"

120.70 slab new slab existing slab

2'-0"

interior wall at basement stairs

torchdown layer

new conc. retaining wall

new slab

#4 dowels @ 32" o.c.

121.00 f.f. at laundry

flring material lw conc / insul.

120.70 t.o.w.

type 'x' gypsum board

#4 dowels @ 32" o.c.

flring material lw conc

framing per structural plan

1'-0"

framing per structural plan

1'-0"

kitchen

torchdown layer

3/4" plywood

drywall/plaster

3 1/2"

shear wall

3/4"

new conc. retaining wall

new slab existing slab

laundry

1'-0"

120.70 slab

new slab

3 5/8"

2 1/8"

1 1/4"

lw conc / insul.

3/4"

new slab existing slab

121.00 f.f. at laundry

flring material

120.70 t.o.w.

1/4" 2 1/8"

new slab

new conc. retaining wall

120.70 slab

3/4" plywood torchdown layer

1/4"

121.00 f.f.

flring material lw conc / insul.

120.70 t.o.w.

1 1/2" 3/4"

1/2" plywood

stairs to basement

3 5/8"

1 1/4"

hat channels

bed #1

1 1/2"=1'-0"

3 1/2" 1/4" - torchdown 2 1/8" 1 1/4"

7/8"

#4 dowels @ 32" o.c.

insulation as required

entry hall

exterior

Issued

Description

08.24.12

11 7/8" TJI 230 @ 16" o.c.

11 7/8" TJI 230 @ 16" o.c. insulation as required

insulation as required

'type x' 5/8" gypsum

'type x' 5/8" gypsum 5 1/2" 3 1/2"

120.70 slab new slab existing slab

121.00 f.f. at entry hallway

basement garage

r-19 batt insulation

flring material lw conc / insul. existing slab new slab

new slab

exterior details

121.00 f.f.

120.70 t.o.w.

120.70 t.o.w. new retaining wall

new retaining wall

copper flashing rocks set on mortar

1 1/8"

Drawing File

edge of ex'g slab

1'-0"

Sheet Title

bottom of door sill 1 7/8" below finish floor

8" 8"

exterior plaster

waterproof membrane

120.70 slab 2 1/8" 1/4"

new slab

121.00 f.f. at entry hallway

1/4" 2 1/8"

new conc. retaining wall

120.70 t.o.w.

5 1/2"

reclaimed wood at hallway

1 1/4"

flring material lw conc / insul.

'type x' 5/8" gypsum

1 1/4"

reclaimed wood at hallway with increased thickness cork to make up for 1/8" difference in wood

hat channels

3 5/8"

7/8"

3 5/8"

basement garage

slab drawing issue

11 7/8" TJI 230 @ 16" o.c.

Scale

8" Drawn By

as noted jrm

Job martin and costin

119.32 ground 8"

#4 dowels @ 32" o.c.

#4 dowels @ 32" o.c. 2'-0"

interior wall at basement/entry hall

Sheet

2'-0"

1 1/2"=1'-0"

interior wall at basement/entry hall

1 1/2"=1'-0"

4 exterior wall at basement east wall

1 1/2"=1'-0"

A9.12

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

2 Project Name

3/4" ship lapped wainscoting

1 1/2" waterproof membrane

wood flooring cork

120.70 e. slab

2 3/8"

lw conc/insul. existing slab

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap

rocks set on mortar

2 1/8"

1/4"

copper flashing

lw conc/insul.

1 7/8" door sill beyond

121.00 f.f.

note dimensions for placement of (n) stud

1 1/2" vif

bottom of door sill 1 7/8" belowfinished floor

1/2" 3/4"

wood sill beyond

120.90 lw. slab

new slab 4"

3/4"

1 1/8"

casing beyond

1/4" x 4 1/2" SDS @ 12" o.c. (n) 2x p.t. plate (e) mudsill to remain

waterproof membrane exterior 5/8" 1/8" R-19 BATT INSULATION

Issued

wood sill

Description

08.24.12

slab drawing issue

bottom of door sill 1 7/8" below finished floor

copper flashing

waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap Sheet Title

(n) blocking

1'-5 15/16" (varies)

2 1/8"

1/4" 120.70 N. slab

R-19 BATT INSULATION

wood flooring cork

120.90 lw. slab

interior

5/8" 1/8"

5 1/2"

1 7/8" door sill beyond

1/2" 3/4"

casing beyond

121.00 f.f.

exterior

interior

1 1/8" 3 1/2" (e) stud

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

1 1/2"

rocks set on mortar

exterior details

1'-6 3/16" (varies)

6 5/8" (n) stud

3/4"

3/4" ship lapped wainscoting

5 1/2"

6 5/8" (n) stud

Drawing File

per structural drawings

Scale

finished grade

119.41 ground

Drawn By

martin and costin

(e) footing to remain (VIF)

slab edge at new wall east facade

jrm

Job

119.43 ground

3"=1'-0"

as noted

4 slab edge at existing wall east facade

Sheet

3"=1'-0"

A9.13

4 1/2"

4'-7"

1 1/2"

2'-1 7/8"

1 1/4" 1'-2 3/4"

1'-4 1/4" 1 1/4" 1'-9 1/2"

custom hood 2'-6 3/4"

1 1/4" 2'-2"

1'-4" 4 1/2"

1'-0 1/2"

1/2" 1" 1/2"

1'-3" 4"

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

25"

1'-0"

1/2" x 1/2" walnut with bottom reveal

freezer

2'-0 3/4"

2'-1 1/8"

25"

2'-1 7/8"

pot and pans drawer

broom closet cleaning supplies

1024 harding ave. no. 202 venice, california 90291 310.663.6692

4'-10"

1" eq.

refrigerator

freezer

2'-4"

open shelves

1 1/4"

3 1/2" 1" 11"

2'-3"

1'-11 7/8"

1'-10 1/2"

1'-3" 1/2" 1" 1/2"

1" 11 5/8" 1"

1'-4 3/4"

3'-0"

4'-0 1/2"

1'-3 5/8"

3'-0"

Lot 05

8 3/4"

top of bracket

eq.

10 1/4"

1 1/4" 9" 1 1/4" 11 3/4" 1'-3 1/2"

1'-3"

SIDE OF BROOM CLOSET

3" 1'-5 1/8"

1" 10 5/8"

eq.

2'-1"

1 1/2"

2'-7"

8'-2" verify

top of bracket

2'-8"

3'-0 3/4"

1 1/2"

adjustable shelves

trash pull-out 9'-2 5/8"

dishwasher

9'-2 5/8"

WEST

EAST

SOUTH

oven/stove

NORTH

KITCHEN

space for mini split system

206

205

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

207

tv tel

2'-4 1/2"

SOUTH

3/4"

2'-2 1/4"

3/4"

1'-9 1/4"

Issued 1 3/4" typ.

1 1/2" typ.

1'-2" 8" clear drawer depths

NORTH

outlet on side of cabinet at top! for plugging in laptop

adjustable shelf

2'-1 7/8"

shelf 10" deep

WEST

EAST

06.21.10

plan check corrections

06.28.11

progress set

3/4"

permit set submittal

11 1/2"

interior elevations

205

204

Drawing File Scale

1'-10 3/8"

1'-10 1/2"

10.20.09

Sheet Title 9 1/2"9 1/2"

1 1/2" 1 1/2"

cp tel tv

1 3/4"

6 11.1

5 11.1

1'-9 3/4" 1 1/2" 4"

1 1/2"

1'-4" 10" cabinet depths

Description

1 1/2" 1 3/4"

3/4"

1 1/4" 1 1/2"

electrical conduit to run along inside between frame of cabinet and drawer

3/4"

44 1/64"

1 1/4" 1 1/2"

3/4"

1 1/2"

1 1/2" 1 1/2" 1'-3 3/4"

1 1/2" 3/8"

203

204 2'-4 1/2"

3/4"

7 11.1

WEST

7'-0 3/4"

to match other kitchen cabinet face design

3/4"

1 3/4"

eq.

3'-0"

eq.

1 1/2" 1 1/4"

4'-1"

SOUTH

min. clear inside depth of drawer to be 14"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

EAST

2'-2 1/4"

O F CA I F O R L

Project Name

3'-6"

REN. 04.30.13

2'-1 3/4"

1/2"=1'-0"

Drawn By

not a toe kick

krb

Job

NORTH

martin and costin Sheet

KITCHEN ISLAND

ACCESSORY LIVING

1 A10.1

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

137

EAST

SOUTH

WEST

NORTH

ENTRY CLOSET

eq.

open to entry hall

eq.

open to yoga room

101

AR CH SED IT

KIRK! BLASCHKE

C-30765

6'-0"

A ST

4'-0"

3 1/2" typ.

SOUTH

eq. typ.

west

eq. typ.

3 1/2" typ.

NORTH

VESTIBULE

hooks for robes

201

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

8" eq. typ.

O F CA I F O R L

Project Name

137

EAST

REN. 04.30.13

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

translucent glass

201

3'-6" verify with owner

11 1/8"

2 1/4"

open

6 1/4"

5'-8"

verify with owner

1'-2 3/4"

hair dryer

11 1/2"

interior elevations

8" verify with owner

1" 4"

4'-0"

verify with owner

Sheet Title

Drawing File Scale

1/4"=1'-0"

Drawn By

krb

Job

EAST

EAST IN SHOWER

SOUTH

WEST

2" 3 1/2"

martin and costin Sheet

NORTH

GUEST SUITE BATHROOM

A10.2

Lot 05

206

1024 harding ave. no. 202 venice, california 90291 310.663.6692

205

207

eq.

3 1/2" eq. 102

eq.

106

TH 104 6'-0"

102

4'-0"

4" eq.

eq.

3 1/2"

EAST

eq.

SOUTH

KIRK! BLASCHKE

C-30765

REN. 04.30.13

A ST

AR CH SED IT

3 1/2"

eq. typ. 3 1/2" typ.

eq. typ. eq.

14"

telephone

4'-0"

3 1/2" typ.

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

3 1/2"

7 11.1

203

Description

48"

Issued 10.20.09

permit set submittal

06.21.10

plan check corrections

detail in progress

2 A11.1

3 A11.1

1 A11.1

upper cabinet at soffit depth

5 11.1

Sheet Title

1'-6"

interior elevations

1'-6"

12 1/8"

18 1/2"

36 7/8"

104

Drawing File

103

9 1/2"

24 3/8"

3 1/2" eq. typ.

eq. typ.

3 1/2"

eq. typ.

Sheet

4'-11 3/8"

4'-0"

martin and costin

1'-2"

8" eq. typ.

1'-1" 3 1/2"

eq.

3 1/2"

eq.

3 1/2" 1'-1"

WEST

krb

Job

33 1/2"

3 1/2" typ.

1/4"=1'-0"

Drawn By

6'-0"

6 11.1

6'-0"

105

3 1/2" typ.

17"

Scale 3 1/2" typ.

NORTH 24" deep

6 x6 post at soffit depth

A10.3

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

2 A9.2

mech. return 140

west

135

138

north

more opaque option for door, wood only

east

139

rice paper door

113

master hallway

112

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

4'-0" typ.

3 1/2" typ. eq.

3 1/2" typ.

133

EAST

cp cl

eq.

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

3 1/2" typ. 112

typ.

eq.

south east | perpendicular Issued

discuss corner post with bruce and marv, do they think it is needed structurally?

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

discuss ceiling layout with bruce

2 A9.2

Sheet Title

interior elevations

open to closet hall

111

Drawing File

6'-0"

south

141

A11.1

3 1/2" typ.

Scale

3 1/2" typ.

A11.1

Drawn By

3 1/2" typ. 135

tel.

1/4"=1'-0" krb

Job martin and costin Sheet

west

eq.

north

eq.

master bedroom

A10.4

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

3'-6"

pullout full length mirror pullout ironing board

island north side

3'-6"

6" 6"

140

hamper

141

3'-5"

align

east

island south side

toe kick supply grill

west

south

north

master closet II

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

O F CA I F O R L

Project Name

soffit for plumbing line into ceiling

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

soffit for plumbing line into ceiling

3'-6"

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

pullout full length mirror

3'-6"

3'-5"

6" 138

Sheet Title

interior elevations

139

3'-5"

5'-10"

align

east

south

island south side

west

toe kick supply grill

island north side

north

master closet I

Drawing File

Scale

1/4"=1'-0"

Drawn By

krb

Job martin and costin Sheet

A10.5

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

110

136

EAST

south

west

north

toilet

supply grill

electrical box on side of post

shower niche

AR CH SED IT

KIRK! BLASCHKE

C-30765

3'-9"

toe kick supply grill

O F CA I F O R L

Project Name

south

toe kick supply grill

west

A ST

5'-8"

REN. 04.30.13

master bathroom sink and shower

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

supply grill

Sheet Title

interior elevations

pullout makeup mirror

109

135

Drawing File

3 1/2" typ.

4'-0"

108

pullout makeup mirror

4'-6"

mirror

5'-8"

cabinet by owners 2'-10" wide 5'-0" tall 1'-3" deep

136

Scale

110

1/4"=1'-0"

Drawn By

towel storage

krb

Job martin and costin

east

south

makeup counter west

west

eq.

Sheet

north

typical spacing

master bathroom

A10.6

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

113

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

south

Issued

Description

Sheet Title

interior elevations

Drawing File Scale

109

133

1/2"=1'-0"

Drawn By

krb, jrm

Job martin and costin

west

Sheet

north

master bathroom

A10.7

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

3 3/4"

2 1/2" 5 1/2"

1 1/2"

3/4" 5 1/2"

1 1/2"

REFER TO INTERIOR ELEVATIONS FOR MOULDING SPECS.

3/4"

2x2 steel tube @ 3/16" thick attach wood framing to steel tube

FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS

TOP OF CASING BELOW

7/8" concrete floor slab with radiant heating

VERTICAL CASING BEYOND

1/2"

removable panel to access plumbing lines

5/8 densglass

(4) 1/4" x 6" SDS structural wood screws per base plate two each side of tube, align screws with center of lvl

BATT INSULATION MINIMUM R-19

1/4" 1"

3/4" 5/8" 1/2"

FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS

port orford wood to be stained

eq. 1/2"

finished floor (material varies)

BATT INSULATION MINIMUM R-19

5" x 3 1/2" x 1/4" thick steel base plate welded to steel tube

top of wainscoating below

WALL FRAMING PER STRUCTURAL DRAWINGS

7/16" 5/16"

align with moulding that runs around west and east side of room

port orford wood to be stained

REFER TO INTERIOR ELEVATIONS FOR MOULDING SPECS.

3/4"

3/4" 1/8" 7/8"

BLOCKING

6X6 INTERIOR ROOF RAFTER

eq. 1/2" 1/2" 5/8"

vertical casing beyond

1/4" 3 1/2"

varies

3/4"

1/8"

1'-2"

1 1/2"

batt beyond, inset 1/8"

3 1/2"

1/8" 7/8"

2X2 NOTCHED INTO 6X8

5 1/2"

3/4"

7 1/2"

3'-6"

1 5/8"

plaster wall

3 3/8" 1 1/4"

1 3/4"

9/16"

3/4" plywood notch corner of fascia board to let in stucco

(2) 1 3/4" x 14" LVL

8'-1/4" above finished floor

1 1/4" stucco

3/4"

3/4" thick but joint tongue and groove ceiling to match ceiling in yoga room.

waterproof membrane plywood per structural drawings

KIRK! BLASCHKE

3"=1'-0"

VERTICAL CASING

3"=1'-0"

PARTIAL WALL

3"=1'-0"

SECTION THROUGH SOFFIT ABOVE DOOR

1 1/2"=1'-0"

C-30765

REN. 04.30.13

A ST

INTERIOR WALL @ CEILING

AR CH SED IT

O F CA I F O R L

Project Name

3 3/4" 1 1/2"

3 3/4"

9/16"

1 1/2"

3/4"

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

1 1/2"

7 1/2"

plaster wall

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

batt beyond, inset 1/8"

align with moulding that runs around west and east side of room

Sheet Title

1" 1/4" 1/2"

removable panel to access plumbing lines

1/2"

interior details

eq. 1/2"

1/2"

eq. 1/2"

1/4" 1"

3/4" 1/8" 7/8"

3/4"

14 7/8"

finished floor (material varies)

align with moulding that runs around west and east side of room

eq. 1/2" 1/2" 5/8"

3/4"

Drawing File

1" Scale Drawn By

as noted krb

Job

3 1/2"

3/4" 5/8" 1/2"

7/16" 5/16"

3/4" 1/8" 7/8"

1'-2"

vertical casing beyond

martin and costin Sheet 8'-1/4" above finished floor

8'-1/4" above finished floor

mechanical unit , see mechanical plans 3/4" thick but joint tongue and groove ceiling to match ceiling in yoga room.

INTERIOR WALL @ FLOOR

3"=1'-0"

6 SECTION THROUGH SOFFIT

3/4"

3"=1'-0"

3/4" thick but joint tongue and groove ceiling to match ceiling in yoga room.

SECTION THROUGH SOFFIT AT MECHANICAL UNIT

A11.1 3"=1'-0"

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

we lose an 1 1/2" in height of the space! over the width of the unit.

existing 2x2 ceiling pieces to be cut at face of casing

steel tab to accept magnets! at verticals

magnets embedded! in screen at! verticals

1 1/4"

2 1/4"

ﬁxed

3/8"

3 1/2"

3/8"

all horiz. spacing equal (typ.), see int. elevation ! 1 1/8"

2x2 L bracket with a steel plate at each end to attach to wall, drill two holes in end plate to attach to blockin in wall

1'-5 7/8" at high side of unit (east side)

3/8" 1/16"

1'-0" clearance of door swing

1/16" 3/8"

1" min.

2x2 L bracket with a steel plate at each end to attach to wall, drill two holes in end plate to attach to blocking in wall

placement of screen members per interior elev.

1/2"

mechanical unit ! heat pump mitsubishi! msz-ge18na! height 11 5/8"! width 31 7/16"! depth 9 1/8"! !

ﬁxed

3 1/2"

1 1/2"

2 1/2" clr.

counter-sink threaded rod into blocking (typ.)

3/8"

3 1/2"

3/4"

3/4" plywood

5/8" drywall

1 1/2" studs layed ﬂat, verify spacing below unit

3 1/2"

3/8"

make an opening in plywood for future maintenance 2'-3/8" 2'-1 7/8"

detail at screen

scale: 3"=1'-0" C

AR CH SED IT

KIRK! BLASCHKE

C-30765

A ST

SCREEN AT GUEST SUITE

1"=1'-0"

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

starﬁre xenﬂex light with glass lens

4 1/4" starﬁre xenﬂex light with glass lens

1 1/2" 3 1/2"

1'-6 7/8"

4 1/2" Issued

option b 1 1/2"

2'-10"

2 1/4"

6 9/16"

84 3/4" above! ﬁnished ﬂoor! (height of! typ. door! casing)

6 9/16"

option c

glass

37"

place transformer in! cabinet below sink

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

2'-2 1/2"

option a

4 3/4"

align

wood spacer beyond

all horiz. spacing eq. (typ.) 1 1/8"

eq.

C L

eq.

1/8"

3/4"

1/8"wood spacers to be ﬂush with top of shelf

1/8" typ. spacing

interior details

47 3/4" above! ﬁnished ﬂoor

1 1/2"

1/8"

3/8" x 1" (typ.) 1/4" x 1" (typ.)

Drawing File

8 3/4" (v.i.f.)

4 1/2" (v.i.f.)

align typ.

align

3/8" x 1" (typ.) 1/4" x 1" (typ.)

all vertical spacing eq. (typ.) 1 1/8"

all grid members to be 1/2" x 1 1/4" C L 3 1/2" 2" 2"

3/16" routed for bracket

Sheet Title

Scale

3 7/8" routed for bracket

Drawn By

4 3/4" wood spacers ﬂush with bottom of shelf where routing for metal bracket does not occur

as noted krb

Job martin and costin Sheet

8'-2 5/8" clr. (v.i.f.)

A11.2 DETAIL

1 1/2"=1'-0"

Lot 05

3/16"

3/8"

line of brass trim beyond copper face 3/16" thick brass trim hood liner

3/16" vertical brass strap 3/16"

brass trim below

portion of horiz. trim that folds over vert. trim beyond 1 3/4"

screw, counersunk nylon washer and nylon washer per manufacturer's recommendation

40 oz. copper sheet (typ.)

welded corners @ bottom edge of 3/16" hood (typ.) 15/16"

hood liner tolerance 1/16"

butt joint, not welded

AR CH SED IT

KIRK! BLASCHKE

1/16" tolerance 15/16"

40 oz. copper sheet (typ.)

6"=1'-0"

top of brass return below

hood liner

3/16"

5 detail

3/8"

1 3/4"

tab to secure hood to beam

15/16"

tolerance 1/16"

6"=1'-0"

roof beam

welded corners @ bottom edge of hood (typ.)

hood liner

7 detail

1 1/4"

3/16"

3/16" horiz. brass strap

1/16" tolerance hood 15/16" liner

6"=1'-0"

3/16"

15/16"

detail

screw, counersunk nylon washer and nylon washer per manufacturer's recommendation

40 oz. copper sheet (typ.)

hood liner 1/16" tolerance 15/16"

1/16" tolerance 15/16"

3/16"

hood liner

3/16" horiz. brass strap

line of rear wall

3/16" thick brass trim hood liner

15/16"

40 oz. copper sheet (typ.)

1024 harding ave. no. 202 venice, california 90291 310.663.6692

line of brass trim beyond

hood liner

butt joint where horizontal brass strap meets vertical

15/16"

1/16" tolerance

1/16" tolerance 15/16"

wood trim cut to meet vertical strap

C-30765

6 detail

6"=1'-0"

4 detail

6"=1'-0"

A ST

detail

6"=1'-0"

REN. 04.30.13

O F CA I F O R L

Project Name

line of copper behind roof member

verify exact location of member and if hood can slide behind copper face

eq.

eq. typ.

eq.

1'-7 1/4"

3/16"

HOOD LINER (ver.)

3/16"

eq.

2'-5 13/16" (V.I.F.)

1 1/4"

detail

3/16"

3/16" 1 1/4"

detail

copper face sits beyond roof member, see north elevation

3/8" rivet typ. detail

4 detail

3/16"

eq. typ.

detail

eq.

1 1/4"

3/16"

eq.

this piece overlaps this piece (typ)

HOOD LINER (ver.)

exhaust ! beyond

eq. typ.

2'-5 13/16" (V.I.F.)

eq.

detail

fold copper back at edges

3/8" rivet typ. exhaust ! beyond wood trim butt joint horiz. strap into vert. strap

2'-4 3/8"

1/2" typ.

eq. 2'-6 3/4"

3/16"

1 1/4" cl

this piece overlaps this piece (typ)

3/16"

wood trim beyond cl

1 3/4"

brass trim

3/16"

1 1/4"

detail

1 3/4"

1'-7 1/4" HOOD LINER (ver.)

hood liner holes for attaching hood to wall

1 1/4"

1'-5 5/8"

3/16"

eq.

3/16"

2'-4 9/16" (V.I.F.)

HOOD LINER VER.

1 1/4"

eq.

2'-4 3/8"

open to wall

exhaust beyond wood trim butt joint horiz. strap into vert. strap

eq.

1 1/4"

3/8" rivet typ.

3/16"

align top of trim with underside of roof beam

detail

1 1/4"

3/16"

exhaust

copper folds below roof member

Issued

2'-10 1/2" v.i.f.

(V.I.F.)

1 1/2" copper beyond

align top of trim with underside of roof beam

fold copper back at edges

2'-8 11/16"(v.i.f.)

copper beyond

2'-8 11/16"(V.I.F.)

2'-10 1/2" (V.I.F.)

roof beam beyond exhaust

tabs to secure hood to beam (4) locations, see details 1 3/4"

fold copper back top line of copper beyond

1'-4 3/4" v.i.f.

3/16"

tabs to secure hood to beam

line of roof member in front of hood

copper face

roof beam

1'-4 3/4" v.i.f.

2'-4 9/16" (V.I.F.)

roof member extend brass strap 1/2" above roof member

line of ceiling

eq. typ.

2'-6 3/4"

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Drawing File

eq. typ.

Scale

eq. typ.

Drawn By

1'-9 7/16"

10.20.09

interior details

detail

Description

Sheet Title

roof member

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

1'-9 7/16"

as noted JRM

Job martin and costin

NORTH

WEST

SOUTH

Sheet

EAST

A11.3 GUEST SUITE KITCHEN RANGE HOOD

1 1/2"=1'-0"

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692 LOW VOLTAGE TRANSFORMER FOR FRONT YARD LANDSCAPE VERIFY LOCATION AND LAYOUT WITH LANDSCAPE DESIGNER

CONNECT TO PHONE SYSTEM

electrical notes

SEE GROUND FLOOR ELEC. PLAN

FOR VEHICULAR INTERCOM AND CAMERA

GENERATOR

125

A/C A/C

J GATE MOTOR

1. Obtain a signed plan from the power company which approves sizes, locations, and specific clearances of main service and panel, any transformers, U.G. lines, new poles, overhead lines, and any other related electrical information over which the power company has authority. Contractor shall submit approved plan to Architect for review prior to start of construction.

GATE LIGHTS

SEPTIC SYSTEMS

2. Except as provided by Architect in the Construction Documents, Contractor shall design, prepare necessary plans, schedules, and calculations, have plans checked and obtain and include price of electrical permits for all electrical systems and equipment.

- 200 AMP SUBPANEL IN BASEMENT 35

120

- 100 AMP SUBPANEL IN BASEMENT 90 115

80 75

70 65

3. Unless noted otherwise, all conduits including garage door opener wire, low voltage systems, etc. shall be concealed in structure, attic spaces or underground. Any exceptions are to be reviewed with and confirmed in writing to the Architect.

110 105 100 95

4. Verify that any existing service, meter, main, panel, conduits and wiring to remain are adequate. Advise Owner prior to finalizing contract of any changes required.

J GATE MOTOR 115

5. If required, provide additional panel, capacity, breakers, circuits, etc., as required for new electrical loads, and verify location and scope of new or expanded service with the Owner and Architect. Contractor shall warrant all electrical loads and requirements for existing and new appliances, heating and air conditioning systems and other electrical equipment and fixtures.

130

6. Provide UFER or other approved ground per CEC 250. LOW VOLTAGE TRANSFORMER FOR LANDSCAPE LIGHTING VERIFY LOCATION AND LAYOUT WITH LANDSCAPE DESIGNER

7. Replace any wiring or conduits in poor condition, advising Owner of any extra costs prior to doing work. 8. Remove all unused existing fixtures, panels, wiring and conduit. 9. Rough-in boxes and housings per plan for all outlets, switches, fixtures, smoke detectors, sprinkler heads, security panels, telephone, T.V., Stereo speakers etc. for Owner and Architect walkthrough to confirm final locations and layout. This should be accomplished prior to pulling any conduit or wire.

105

CONNECT TO PHONE SYSTEM

FOR VEHICULAR INTERCOM AND CAMERA

SPA 100

115

95 90 85 80 85

65 60

45 40

30 25

20 15

10. Verify clearances for all recessed fixtures and advise Architect of any conflicts prior to ordering.

SPA HEATER

11. High efficacy luminaires must be pin based.

J J

12. Confirm fixture trim selection, diffuser lens and finish options with Architect prior to ordering. J

INSTANT HOT WATER HEATER

13. All recessed fixture trims shall be gasketed and tight fitting to prevent light leaks.

120

14. Luminaires recessed in insulated ceilings must meet requirements of ยง150(k) 5 125

15. All wiring shall be copper, in flexible or rigid conduit as specified by code. No "Romex" or other non-conduited wiring permitted.

HEAT A/C PUMP

RAILING

16. Verify style of dimmers, switches, outlets and other electrical devices. Assume Lutron Ariadni dimmers, etc. for bid purposes. Confirm material and standard color of all switches, outlets and cover plates with Architect prior to ordering.

125 AMP SUB-PANEL WITH 100 AMP / 240 VOLT BREAKER

17. Variable speed switches for fans or electric motors shall be certified and rated for motor capacities.

NEW 400 AMP ELECTRICAL PANEL AND METER

KIRK! BLASCHKE

C-30765

19. Light controls shall be 3'-10" to center above finished floor, unless noted otherwise.

(E) ELECTRICAL TO REMAIN 30 AMP / 240 VOLT (E) BOAT STORAGE ELECTRICAL TO REMAIN, FED FROM SUB PANEL NEAR SPA

REN. 04.30.13

A ST

20. All wall switches shall be stacked as shown on plans and located as close to casing or opening as possible so as not to encroach on usable wall space.

21. All wall duplex receptacles, telephone, T.V. and other outlets shall be mounted horizontally 12" to center above finished floor, except at counters , where otherwise noted and where not approved. 22. Ground fault interrupter required for all exterior outlets, bathrooms, temporary panels and other wet areas required by code.

electrical schedule

j- box for appliances

rqd. no.

manufacture.

remarks

fixture type

generator backup

review appliance specifications for electrical requirements

single pole switch

coordinate w/ low voltage sub-contractor/ consultant. see elec. notes

3-way switch or more

clg. mount smoke detector

see electrical note # 26 and 27

thermostat

see mech. plans & notes dual purpose, for fau and radiant floor

ceiling mounted speaker

coordinate w/ low voltage sub-contractor/ consultant. see elec. notes

telephone, phone computer, etc. jack

verify

D 3D

remarks

wall sconce

verify

ceiling mount or pendant

ver. w/ arch./owner

doorbell / intercom

ver. w/ arch./owner

iris or arch. approved eq.

recessed l.v. wall wash under cabinet lighting-low voltage

fixture to be supplied by owner fixture to be supplied by owner

3-way dimmer or more

iris or arch. approved eq.

ver. trim - 3" platform ver. trim - 3" platform ver. trim - 5" platform

24. Install one 120/240 V 30 Amp outlet in garage area to receive a Hubbel or equal "Insulgrip Twist-Lock" plug for temporary outdoor party use. Confirm exact location with Architect. 25. Outdoor Lighting. All luminaires mounted to the building or to other buildings on the same lot shall be high efficacy luminaires or shall be controlled by a photocontrol/motion sensor combination. 26. Every dwelling unit shall be provided with smoke detectors conforming to U.B.C. standard 43-6. Smoke detectors shall be located in every room used for sleeping purposes and in corridors or areas giving access to such rooms. Detectors shall be mounted on the ceiling or on a wall within twelve (12) inches of the ceiling when located in a room and in the ceiling or wall at a point centrally located in the corridor or area giving access to such rooms. In an efficiency dwelling unit, the detector shall be located on the ceiling of the main room. Where sleeping rooms are on an upper level, a detector shall be placed at the center of the ceiling directly above the stairway. All detectors shall be located in accordance with approved manufacturer's instructions. When actuated, the detector shall provide an alarm in the dwelling unit. Confirm type and locations of all devices with Owner prior to ordering and wiring.

coordinate w/ low voltage subcontractor/ consultant. wiring n.i.c.

1'-0" x 4'-0" fluorescent light

28. Verify fire alarm system, computer system, security system, lighting control system, stereo wiring, intercom system, low voltage landscape lighting, and other special systems or electrical requirements with Architect and Owner prior to finalizing contract.

flood light

29. Unless noted otherwise, pre-wiring for telephone shall be done with no less than 8 (eight) pair wire to each telephone jack location with home runs to main service.

porcelain socket ceiling mount

30. Stereo speaker wiring to be 16 gauge jacketed. Use outdoor grade where applicable.

waterproof recessed can

31. Each pair of speakers shall be controlled by a volume control switch to be located with Owner/Architect. There shall be a twisted cable data line installed from each volume control switch to the stereo system location.

television cable

coordinate w/ low voltage subcontractor/ consultant. wiring n.i.c.

4plex

4- plex receptacle

computer/data

coordinate w/ low voltage subcontractor/ consultant. wiring n.i.c.

gfi

ground fault interrupter

fluorescent can

alarm

exhaust fan

exhaust fan switch

ps coordinate w/ low voltage subcontractor/ consultant. wiring n.i.c. minimum five air changeds per hour

10w frosted

starfire - xenflex

3" spacing-provide transformers as req'd. -ver. distanced, concealed locations w/ arch.

porcelain wall mount

wp a

32. All wiring and devices shall be new. However, Contractor may reuse existing boxes and conduit if to code, in good condition and properly located. Otherwise replace with new.

recessed stair lights

33. Installation of all recessed and surface mount fixtures shall be included in rough electrical bid line item. sizing and position to be determined

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description progress set

06.28.11

27. Smoke alarms shall be communicating (interconnected) "Firex", 120 VAC, hardwired with battery backup, as manufactured by Kiddie and as approved by local agencies having jurisdiction.

garbage disposal switch

valance up-lights

Sheet Title

electrical site plan

34. Also, see ENERGY/INSULATION notes. Drawing File

switch and wiring on backup generator

Scale Drawn By

clock outlet

verify

remarks

volume control switch

flush to floor when plug is in. brass cover

ver. w/ arch./owner

manufacture.

ver. w/ arch./owner

water proof duplex receptacle

recessed floor outlet

per plans

lamp

recessed cans

switched duplex receptacle

per plans

rqd. no.

key pad

duplex drawer outlet

room

dimmer switch

duplex receptacle

all accessible (near floor) outlets to have "baby proof" slide protectors

fixture type

generator backup

iris or arch. approved eq.

jamb switch

per plans

manufacture.

per plans

rqd. no.

symbols

symbols fixture type

symbols generator backup

23. All branch circuits that supply 125 volt, single phase, 15 and 20 ampere outlets installed in dwelling unit bedrooms shall be protected by an arc-fault circuit interrupter(s). CEC 210.12. Note that requirement is for entire circuit, not just the outlets.

light fixtures

electrical schedule

18. Provide Title 24, Form 5, if required.

AR CH SED IT

LOW VOLTAGE TRANSFORMER VERIFY LOCATION WITH OWNER AND CITY

switch and wiring not on backup

1/16"=1'-0" jrm

Job martin and costin Sheet

NOTE: Switches ending on dash-dot lines are part of the backup generator system

E-1

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

emergency power loads

whole house water purification system

200 AMP SUB PANEL 100 AMP SUB PANEL

42" AFF

125/250 volt 30 amp outlet for caterers 230V-1PHASE 60 HZ 30 AMP DISCONNECT FUSED 25A (NOM.) C/W AUXILLIARY CONTACT.

fau #1 J for fau

for elev. equp.

for fau

GFCI

120 1 PHASE 60 HZ DISCONNECT FUSED 15A

low voltage system - tel., alarm, ethernet, etc.

MECHANICAL ROOM

GARAGE

for boiler and storage tank

fau #2

GARAGE DOOR KEY OPENER

porcelain socket

for garage door opener J

AR CH SED IT

KIRK! BLASCHKE

key opener

C-30765

A ST

see ground floor electrical plan

REN. 04.30.13

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

electrical basement plan

Drawing File Scale Drawn By

1/4"=1'-0" krb/jrm

Job martin and costin Sheet

E-2

F J

A/C

for dishwasher

SEPTIC PUMP

w/d

S3dS d

gfiS d 4x6 post

4x6 post

4plex

laundry

4x6 post

for frig/frz

gfi

4x6 post

KITCHEN undercounter lights gfi

S3d

S4d S4d

for washer and dryer

gfi

BED #2

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

BBQ

GENERATOR

for garbage disposal

J GAS METER

cp 8'-0 1/8"

S4d S d S d

10" for rear landscape lighting

3/4" 3

for microwave

2 J

12'-0" x 3'-6"

S3d

3'-0 5/8"

Sd EF

gfi

for exhaust

gfi

FRZ. J

in this area, verify light locations with owner/architect

in cabinet

pantry

seating nook

5'-0"

S dS dS d S d

for ref/frz

REF.

gfi

S4d Sd

see site electrical plan to light at front pilasters

garbage disposal

4plex

S4d

SefS d

gfi

2'-0" min. clr.

see basement electrical plan to lights at front of garage

for oven

LIVING

SefS d

for dishwasher

gfi S3d S4dS4d

BATH #2

BATH #1

S3d

S4d S4d

Sef S d

see basement electrical plan gfi

S4d

gfi

for future ice maker

2'-6"

BED #1

S4 th S3d S3d

S3d

1'-3"

for courtyard landscape lighting

computer and outlet ! above doors for potential! wiﬁ relay/booster

2'-6"

5 3/4 x 13 3/4 grate

1'-1 3/16"

computer and outlet ! for wif relay/booster recessed floor outlet

C-30765

1'-1 3/16"

5 3/4 x 13 3/4 grate

review with Bruce! which lights will be on! the emergency generator.

5 3/4" x 13 3/4" grate

STORAGE

computer and outlet ! above closet soﬃt for potential! wiﬁ relay/booster

recessed floor outlet

Issued

screen

landing above with 1 3/4" x 14" LVL

SSS a

MASTER CLOSET 1

strip lighting under shelf

S S S SS

d d 4 d

sd to courtyard landscape lighting

gfi

S S 3d

sl fo ope ot 1 to /8" dr pe ai r n

S d STOILET ef

J FOR FAU

F A U

plan check corrections

06.28.11

progress set

Sheet Title

MASTER BATH

06.21.10

S S

GYM/YOGA

permit set submittal

3d3d

3d 3d

gfi

10.20.09

d d d

S 3'-5 1/2"

for rear landscape lighting

Description

S 3d

sl fo ope ot 1 to /8" dr pe ai r n

d 3d

gfi

for future install.

S dS3dS3dS4d

UP 19R @ 7.51"

see second floor electrical plan

S S3d S3d

cp 3 1/2" x 14" PSL above

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

sitting area

line of grade beam

O F CA I F O R L

Project Name

S d S4d

5 3/4 x 13 3/4 grate

S4 S S3dS3dS3d

A ST

for front landscape ltg.

REN. 04.30.13

door bell/intercom

S d th

KIRK! BLASCHKE

ENTRY

for courtyard landscape lighting

AR CH SED IT

electrical ground floor plan

MASTER BEDROOM

3d3d

MASTER CLOSET 2

Drawing File Scale

outlet for iron

1/4"=1'-0"

Drawn By

krb/mh

Job martin and costin Sheet

J instant hot water heater

400 amp u.g. service meter and panel

D w/ interior sub panels- ver. location

E-3 project north

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

SEE FIRST FLOOR ELEC. PLAN

LI 4D D D

GFI

FOR REF

SS S S

SDSD

for radiant flooring

GFI

for future use

for radiant and forced air systems

guest living room

deck

for future use

to landscape lighting EF

REN. 04.30.13

A ST

S SDSD

C-30765

DW 19R @ 7.51"

guest bath

KIRK! BLASCHKE

SS S S

GFI

AR CH SED IT

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

DD D D j

FOR GARBAGE DISPOSAL

j c GFI

FOR STOVE

FOR HOOD

GFI

FOR DW

guest kitchen

d GFI

SWITCH FOR GARBAGE DISPOSAL

for mr. slim, in soffit for wifi, in soffit

Issued

computer/internet jack for wifi in soffit

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

03.31.11

revisions

06.28.11

progress set

FOR MICROWAVE DRAWER

Sheet Title

electrical second floor plan Drawing File Scale Drawn By

1/4"=1'-0" krb

Job martin and costin Sheet

E-4

Lot 05

C A4.2

FF A4.3 E A4.3

MECHANICAL ROOM

FAU #2

18" 18"

7" 12" FAU #1

GARAGE

A A4.1

preliminary zone lay-out & equipment sizes

contractor to confirm final layout, systems & sizes with mechanical contractor & architect zone #1:

zone #2:

zone #3:

zone #4:

zone #5:

D LEGEND

pantry, kitchen, entry hall,living roomand dining room: -york #tg9s100c20mp11 furnace; 100 mbh input, 95.5% afue -york #tcgd60s41s1 5-ton condenser, 13 seer, r-410a 100,000 btuh -york cooling coil w/ thermostatic expansion valve

FR LSW

bedroom no 1 and bedroom no. 2: -york tg9s040a08mp11 furnace; 40 mbh input, 95.5% afue -york tcgd24s41s1h 2-ton condenser, 13 seer, r-410a, 40,000 btuh -york cooling coil w/ thermostatic expansion valve master batrhoom, master bedroom and master closet: york tg9s040a08mp11 furnace; 40 mbh input, 95% afue -york tcgd24s41s1h 2-ton condenser, 13 seer, r-410a, 40,000 btuh -york cooling coil w/ thermostatic expansion valve gym yoga: -mr slim inverter compressor muz-GE18na, 19.2 seer, 10.0 hspf -mr slim heat pump msz-ge18na guest suite: -mr slim inverter compressor muz-GE18na, 19.2 seer, 10.0 hspf -mr slimheat pump msz-ge18na

THERMOSTAT

HSW

3 WAY

FLOOR SUPPLY OUTLET LOW SIDEWALL SUPPLY OUTLET HIGH SIDEWALL SUPPLY OUTLET CEILING SUPPLY OUTLET RETURN INLET

ZONE #

HORIZONTAL FURNACE AND COIL

H/P

HEAT PUMP

A/C

CONDENSER DUCTING IN FLOOR JOISTS DUCTING UNDER SLAB (SEE NOTE #16) DUCTING UNDER ATTIC

AR CH SED IT

KIRK% BLASCHKE

C-30765

REN. 04.30.13

A ST

MECHANICAL, SHEET METAL NOTES 1. All sheet metal work shall be in accordance with SMACNA Manual standards and local codes. 2. As-built mechanical drawings shall be kept current, and provided at time of final air balancing. 3. Final air balance CFM readings shall be indicated on as-built plan. 4. Provide air conditioning, gas-fired furnaces and/or forced air heating system as indicated on plans. Equipment, ducts, and registers shall be sized and installed to provide adequate air temperature, volume, distribution and circulation at minimum noise levels. System equipment and layout shall be confirmed with Owner and Architect prior to ordering and installation. 5. Except as provided by Architect in the Construction Documents, Contractor shall design, prepare necessary plans, provide sizing of all HVAC equipment and calculations, have plans checked, obtain and include price of mechanical permits for the HVAC system. 6. Provide the Owner a list of the heating, cooling, ventilating, water heater and lighting systems and conservation or solar devices installed in the building and instructions on how to use them efficiently. 7. Furnish complete maintenance information. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. Label shall be affixed to all equipment requiring preventive maintenance, and a copy of the maintenance instruction shall be provided for the Owner's use. Contractor to provide Owner complete maintenance instructions, i.e.: belt replacement, oil and lubricating along with installer's name, address and phone number. 8. Provide submittal shop drawings and detailed manufacturer's specifications for Architect's review on all mechanical equipment. 9. Thoroughly clean all portions of their work, remove all debris and leave installation in perfect condition ready for use. 10. Split system air conditioners with single-phase power must have a minimum seasonal energy efficiency ratio (SEER) of 13.0. Single phase heat pump efficiency will also increase to SEER 13.0 and HSPF of 7.7.% % 11. Space conditioning equipment shall have a rated capacity not to exceed the design heat load by more than 30%. 12. All heating, ventilating and air conditioning (HVAC) equipment shall be certified by the California Energy Commission. 13. All furnaces, condensers, fans or other noise-producing equipment to be installed inside or on the building structure shall be mounted and insulated so as to minimize sound transmission to usable areas. Use ribbed neoprene pads, sound isolators, spring hangers and/or equivalent vibration reducing devices to isolate equipment from structure. 14. All forced air units and air handlers located in an attic or above ceiling spaces shall have stainless steel condensate pans drained per utility, plumbing notes. 15. All forced air units and air handlers located in an attic or above ceiling spaces shall conform with the following conditions: a.Attic access shall be a minimum of 30” x 30” and not over 20'-0” from equipment. b.An unobstructed passage 24” wide with solid continuous flooring from access to equipment/control panel shall be provided. c.A level, unobstructed work platform minimum 30” in front of equipment with 30” headroom shall be provided d.Light over equipment with switch access. e.A concrete slab for furnaces supported from the ground. 16. Condenser refrigerant piping in the structure shall be installed so as not to touch structure, framing or wall surfaces. Install foam rubber cushions at penetrations to separate piping from structure. All exterior refrigerant piping to have aluminum cladding over insulation. Install aluminum cladding per manufacturer's recommendations. 17. Main supply air ducts shall be installed with flexible connections to furnaces or fan coils. 18. Combustion air for furnaces and water heaters shall be provided per code. Advise Architect of any visible or exposed portions of combustion air ducting or venting prior to rough work. 19. Duct Work Construction: All ductwork and plenums to be made of galvanized sheet steel in accordance with latest SMACNA standards and applicable codes. Contractor shall size ductwork for S.P. not to exceed 0.1" per 100' length for a given CFM. Ducts may be rectangular or round. HVAC contractor to provide rectangular equivalent to dimensioned round ducts, where required, to conform to framing dimensions. 20. If flexible round ductwork is proposed, please confirm in writing with Architect and Owner prior to finalizing contract. 21. All accessible branch supply ducting to be equipped with “in-line” balancing dampers, a minimum of seven feet from all diffusers. 22. Duct Installation: For thermal insulation, insulate all supply and return air duct work and plenum with 2" thick foil faced fiberglass insulation wrapped around with 2" overlap and wired with #18 galvanized wire @ 12" o.c. NRC rating shall be at least 0.80 at frequencies above 1000. All ducts shall have joints and seams sealed. For sound insulation, insulate interior of supply and return air plenums with min. 1" thick sound-absorbing insulation to reduce noise. Use 1” thick black liner at all plenums penetrated by grills. Where liners are used duct sizes on mechanical plans refer to finish interior dimensions. 23.Insulation lining must be approved by the building department and shall meet or exceed NFPA standards. 24. No stamped grills will be permitted for registers or diffusers. All diffusers and registers shall be manually adjustable unless noted otherwise. Verify selection and finish with Architect. 25. High wall or ceiling supply registers: Metal Aire model VS or equal surface mounted removable panes, flat white finish, or match wall color, black interior. Comparable register by Air-Mate acceptable with Architect's approval. 26.Low wall and floor supply registers: Reggio Register, cast iron or brass or equal as approved by Architect. 27. Return Registers: Reggio Register, cast iron or brass, or equal as approved by architect. 28. All supply and return registers or diffusers shall be selected for a noise level not to exceed 20 n.c. 29. See interior elevations and reflected ceiling plans for exact register and diffuser heights and locations prior to installation of rough duct work. 30. All duct interiors behind supply and return registers which are visible shall be sprayed matte black prior to installing registers. 31. Assume Totaline P374-1100 white or architect approved equal thermostats with on/off switch and 24 hour clock set backs at locations shown on plans. System and thermostats shall be equipped with "fan only" capability. Thermostat selection shall be confirmed with Architect prior to finalizing construction contract. 32. Controls shall be adjustable to provide a temperature range of up to 10 degrees between full heating and cooling. 33. Provide a mechanical exhaust ventilation system in bathrooms containing a bathtub and/or shower, laundry rooms. 34. All exhaust fans, range vents and built-in ovens shall be vented to the outside. 35. Exhaust fans shall be capable of 5 air changes per hour, based on cubic feet or space. 36. Exhaust fans shall be provided with backdraft dampers or automatic dampers. 37. Confirm all roof and wall vent locations with Architect prior to ducting so as to minimize visibility of vents. 38. See ENERGY section and Title XXIV Energy Calculations for any “HERS” certification requirements and or required duct testing. Confirm with owner local building department prior to bidding. Provide “HERS” certificate at time of final inspection if required. 39. In-line exhaust fans, where used, shall be Fantech FR Series. Sizing to be based on room volume. Discharge at exterior wall or roof with a 4” to 6” diameter pipe based on room volume requirements. Confirm location of wall and roof vents with Architect prior to installation. Restrict duct intake with expandable metal collar to create slight air noise friction. 40. Non in-line exhaust fans shall be Nutone QT vent fans or Architect approved equal. 41. See ENERGY Section for additional information regarding thermostats, insulation, etc.

1024 harding ave. no. 202 venice, california 90291 310.663.6692

O F CA I F O R L

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

Issued

Description

10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

Sheet Title

mechanical basement plan

Drawing File Scale

1/4"=1'-0"

Drawn By

krb/mh

Job martin and costin Sheet

M-1

F A4.3 C A4.2

A/C #1

34X34

A/C #2

A/C

E A4.3

w/d

4x6 post

laundry

4x6 post

THERMOSTAT

LSW

3 WAY

7" o 4x6 post

18" o

18" o 7" o

KITCHEN 7" o

BED #2

8" o

HIGH SIDEWALL SUPPLY OUTLET

FR 10X6

3/4"

duct to go under grade beam

9" o

CEILING SUPPLY OUTLET

9" o

ZONE #2

12" o 5" o

FR 10X4

VERTICAL FURNACE AND COIL

12X6 FR

these ducts will require a 45" wide trench

2'-0" min. clr.

BATH #2

BATH #1

FR 10X4

8" o duct to feed into wall for high wall supply

8" o

5" o

LIVING

ducts to avoid structural pad 12 X 2 1/4 TOE KICK SUPPLY

CONDENSER HSW 12X6

24X14 R/A

DUCTING IN FLOOR JOISTS

7" o

DUCTING UNDER SLAB (SEE NOTE #16)

7" o

12" o

6" o

A/C

10"

18" o

RETURN INLET

HEAT PUMP

8'-0 1/8"

12" o

6" o

12 X 2 1/4 TOE KICK SUPPLY

12X6 FR 9" o

12 X 2 1/4 TOE KICK SUPPLY

6" o

3'-0 5/8"

H/P

4x6 post

7" o

12'-0" x 3'-6"

HSW

FLOOR SUPPLY OUTLET LOW SIDEWALL SUPPLY OUTLET

Lot 05

12X6 FR

18" o

24X24

LEGEND TH

D A4.2

1024 harding ave. no. 202 venice, california 90291 310.663.6692 1'-9 11/16"

FR 10X6

FRZ.

REF.

7" o

pantry

ZONE #1

seating nook

DUCTING UNDER ATTIC

A A4.1

2'-6"

BED #1 7" o

12X6 FR

8" o

2'-6"

tie into (e) subslab duct in breezeway

FR 12X6

10" o

face of framing

G A4.4 J A4.5

C-30765

10" o G A4.4

7" o

FR 12X6

REN. 04.30.13

H A4.4

FR 10X6

7" o

A ST

H A4.4

KIRK! BLASCHKE

FR 10X6

face of decorative wood members

3'-11"

ENTRY

1'-1 3/16"

9" o

6" o

AR CH SED IT

12" o

24X24 R/A

O F CA I F O R L

Project Name

6" o

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

K A4.5

sitting area

8" o

STORAGE

4 6" o

screen

6" o

Issued

FR 10X6

FR 10X6 3 1/2" x 14" PSL above UP 19R @ 7.51"

landing above with 1 3/4" x 14" LVL

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

12 X 2 1/4 TOE KICK SUPPLY

6" o

14" o

12" o B A4.1

GYM/YOGA

I A4.5

Sheet Title

mechanical first floor plan

10" o

ZONE #3

6" o

ZONE #4

8" o

th 24X24 LWR

MASTER BATH

8" o

sl fo ope ot 1 to /8" dr pe ai r n

10.20.09

12 X 2 1/4 TOE KICK SUPPLY

14" o

10" o

MASTER BEDROOM

6" o

5 sl fo ope ot 1 to /8" dr pe ai r n

12X6 FR

MASTER CLOSET 1

3'-5 1/2"

Description

12 X 2 1/4 TOE KICK SUPPLY

WALL-MOUNTED HEAT PUMP SPLIT SYSTEM

5" o

8" o

6" o 10X4 HSW

5 12X6 FR

12 X 2 1/4 TOE

Scale

KICK SUPPLY MASTER CLOSET 2

TOILET

Drawing File

B A4.1

1/4"=1'-0"

Drawn By

krb/mh

Job martin and costin Sheet

H/P

A/C

E A4.3

F A4.3

A/C #4

M-2 project north

Lot 05

1024 harding ave. no. 202 venice, california 90291 310.663.6692

4 C

KIRK! BLASCHKE

C-30765

A ST

REN. 04.30.13

DW 19R @ 7.51"

guest bath

AR CH SED IT

O F CA I F O R L

Project Name

WALL-MOUNTED HEAT PUMP SPLIT SYSTEM

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

deck

guest suite

ZONE #5

Issued

Description

LEGEND 10.20.09

permit set submittal

06.21.10

plan check corrections

06.28.11

progress set

THERMOSTAT

TH FR HSW

3 WAY

FLOOR SUPPLY OUTLET HIGH SIDEWALL SUPPLY OUTLET CEILING SUPPLY OUTLET RETURN INLET

Sheet Title

HORIZONTAL FURNACE AND COIL H/P

HEAT PUMP

A/C

CONDENSER DUCTING IN FLOOR JOISTS

DUCTING UNDER SLAB (SEE NOTE #16)

mechanical second floor plan

Drawing File Scale

1/4"=1'-0"

Drawn By

krb/mh

Job

DUCTING UNDER ATTIC

martin and costin Sheet

M-3

6'-10" approx.

hold down

sould be a no. 2 shear wall

6'-10" approx.

5'-4 11/16" approx.

7'-4 7/16" approx.

4'-5" approx.

7'-6" approx.

7'-0 8"

1'-0"

hold down

1'-0"

4x8 post

relocated shear wall and 4x4 post

does it matter which side shear wall is on? relocated shear wall and 4x4 post

shear wall relocated 5x5 t.s.

6x6 t.s. underpin exisitng footing gravity connection detail needed here where post connects to (e) slab and footing

shear wall relocated detail needed here where post connects to (e) slab and footing

7'-4 7/16" approx.

5'-4 11/16" approx.

7'-0" approx. 4'-11" approx.

hold down

wall to roof

back to back

3 7'-0 8"

6'-10" approx.

relocated shear wall and 4x4 post may need to be a no. 2 shear wall

does it matter which side shear wall is on?

6x6 T.S.

relocated shear wall and 4x4 post detail needed here where post connects to (e) slab and footing shear wall relocated 5x5 T.S.

shear wall relocated detail needed here where post connects to (e) slab and footing

6" x 6" x 1/4" t.s.

4" x 6" post

4x10 post

6" x 6" x 1/4" t.s.