martin full set

Drawing File

Scale

Drawn By

Job

Sheet

Issued Description

krb/mh

1/4"=1'-0"

A0.1

martin and costin

Sheet Title

Project Name

Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265

title page

Lot 05 1024 harding ave. no. 202

venice, california 90291

310.663.6692

10.20.09 permit set submittal

STATE OF CALIFORN

IA

LICE

NSED ARCHITECTKIRK!

BLASCHKE

C-30765REN. 04.30.13

06.21.10 plan check corrections

06.28.11 progress set

Cliffside Residence

29066 Cliffside Drive Malibu, CA 90265

COVER PROJECT INFORMATION TITLE XXIV COASTAL COMMISSION PERMIT COASTAL COMMISSION PERMIT COASTAL COMMISSION PERMIT GENERAL NOTES SURVEY OF HOUSE EXISTING HOUSE AS BUILTS NEW FOOT PRINT WITH RETAINED PERIMETER WALLS SITE PLAN FIRE DEPARTMENT PLAN/NOTES BASEMENT FLOOR PLAN RETAINING WALL PLAN MAIN FLOOR PLAN MAIN FLOOR SLAB PLAN SECOND FLOOR PLAN FRONT DRIVEWAY ROOF PLAN BASEMENT REFLECTED CEILING PLAN GROUND FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFLECTED CEILING PLAN SECTIONS SECTIONS SECTIONS SECTIONS SECTIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS WINDOW SCHEDULE WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS DOOR SCHEDULE DOOR DETAILS DOOR DETAILS DOOR DETAILS DOOR DETAILS FIXTURE SCHEDULE 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 INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR DETAILS INTERIOR DETAILS INTERIOR DETAILS SITE PLAN ELECTRICAL BASEMENT ELECTRICAL MAIN FLOOR ELECTRICAL SECOND FLOOR ELECTRICAL MECHANICAL BASEMENT PLAN MECHANICAL GROUND FLOOR PLAN MECHANICAL SECOND FLOOR PLAN 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

A0.1 A0.2 A0.3 A0.4 A0.5 A0.6 A0.7 A1.1 A1.2 A1.3 A1.4 A1.5 A2.0 A2.1 A2.2 A2.2B A2.3 A2.3B A2.4 A3.1 A3.2 A3.3 A4.1 A4.2 A4.3 A4.4 A4.5 A5.1 A5.2 A5.3 A6.1 A6.2 A6.3 A6.4 A6.5 A6.6 A6.7 A7.1 A7.2 A7.3 A7.4 A7.5 A8.1 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 A10.1 A10.2 A10.3 A10.4 A10.5 A10.6 A10.7 A11.1 A11.2 A11.3 E1 E2 E3 E4 M1 M2 M3 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

Drawing File

Scale

Drawn By

Job

Sheet

Issued Description

krb/mh

1/4"=1'-0"

A0.2

martin and costin

Sheet Title

Project Name


project information



310.663.6692

PROJECT DIRECTORY

SITE ADDRESS: OWNER MAILING ADDRESS: ARCHITECT: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: SEPTIC SYSTEM DESIGN: TITLE 24 CONSULTANT:

29066 CLIFFSIDE DRIVE MALIBU, CA 90265 BRUCE MARTIN AND CAROLYN COSTIN 29066 CLIFFSIDE DRIVE MALIBU, CA 90265 KIRK BLASCHKE LOT 05 1024 HARDING AVENUE NO. 202 VENICE, CA 90291 T. 310.663.6692 MARNY RANDALL 909 EUCLID, SUITE 6 SANTA MONICA, CA 90403 T. 310.395.2615 F. 310.395.2368 SCOTT CHRISTIANSEN 710 WHILSHIRE BLVD. SUITE 230 SANTA MONICA, CA 90401 T. 310.395.7641 RICHARD SHERMAN TOPANGA UNDERGROUND 21300 DEERING COURT CANOGA PARK, CA 91304 T. 310.455.2189 F. 818.888.0114 TITLE 24-DATA CORP. 633 MONTEREY TRAIL FRAZIER PARK, CA 93225 T. 800.237.8824 F. 661.245.6374

SHEET LISTABBREVIATIONS

AT ANCHOR BOLT AREA DRAIN ADJUSTABLE ALUMINUM APPROXIMATELY ARCHITECT ASPHALT BOARD BITUMIN BUILDING BLOCKING BEAM BOTTOM BETWEEN CABINET CATCH BASIN CEMENT CERAMIC CEILING JOIST CENTERLINE CAULKING CLEAR CEILING COLUMN CONCRETE CONSTRUCTION CONTINUOUS DEMOLITION DOUGLAS FIR DOWNSPOUT DOUBLE DIAMETER DIMENSION DOWN DOOR DETAIL DRAWING DISHWASHER DRAWER EAST EXPANSION JOINT EACH ELECTRICAL ELEVATION EMERGENCY EQUAL EXISTING EQUIPMENT EXTERIOR 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 GENERAL CONTRACTOR GAUGE GALVANIZED GLASS GROUND GYPSUM HOSE BIB HEADER HARDWARE HORIZONTAL HANDICAP HEIGHT HEATER HOUR HEIGHT INCHES INSULATION INTERIOR

JOINT JOIST KITCHEN LAMINATED LAVATORY POUND LINEN LINEAR LIGHT MANUFACTURER MATERIAL MAXIMUM MEDICINE CABINET MINIMUM MIRROR MISCELLANEOUS MECHANICAL METAL NEW NORTH NOT IN CONTRACT NOT TO SCALE NOMINAL OVER ON CENTER OPPOSITE OUNCES PLASTER PROPERTY LINE PLATE PAINTED PRESSURE TREATED POINT PLYWOOD RISER ROOF DRAIN ROOF RAFTER RADIUS REFERENCE REFRIGERATOR

@ A.B. A.D. ADJ. AL. APPROX. ARCH. ASPH. BD. BITUM. BLDG. BLK. BM. BOTT. BTWN. CAB. C.B. CEM. CER. C.J. C.L. CLKG. CLR. CLG. COL. CONC. CONSTR. CONT. DEMO. D.F. D.S. DBL. DIA. DIM. DN. DR. DTL. DWG. D.W. DRW. E. E.J. EA. ELEC. ELEV. EMER. EQ. EXIST./(E) EQUIP. EXT.

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. G.C. GA. GALV. GL. GND. GYP. H.B. HDR. HDW. HORIZ. HNDCP. HT. HTR. HR. HT.

IN. INSUL. INT.

JNT. JST. KIT.

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

MFR. MAT. MAX. MED. CAB. MIN. MIR. MISC. MECH. MTL. (N) N. N.I.C. N.T.S. NOM. O/ O.C. OPP. OZ. PLAS. P. L. PL. PTD. P. T. PT. P.W. R. R.D. R.R. RAD. REF. REFR.

REINFORCEMENT REQUIRED RESILIENT REVISION RECOMMENDATION REGISTER REDWOOD ROOM SOUTH SALVAGED SCHEDULE SECTION SIMILAR SHELF SHEET SHEATHING SHOWER SPECIFICATIONS STAINLESS STEEL STEEL STAINED STRUCTURAL SQUARE TREAD TOP OF CURB TOP OF TELEVISION TOP OF WALL TELEPHONE TONGUE & GROOVE THICK TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE UNFINISHED VERTICAL VERIFY W.ARCH/OWNER VERTICAL GRAIN WITH WITH OUT WATER CLOSET WROUGHT IRON WATER PROOF WOOD WATER HEATER WASHER /DRYER WEIGHT

REINF. REQD. RESIL. REV. REC. RGTR. RWD. RM. S. SALV. SCHED. SEC. SIM. SHLF. SHT. SHTG. SHWR. SPECS. S.S. ST. STD. STRUCT. SQ. T. T.C. T.O. TV. T.W. TEL. T&G TH. TYP.

U.G. U.N.O. UNF. VERT. VER. V.G. W. W/O W.C. W.I. W.P. WD. WH. W/D WT.

SYMBOLS

detail drawing number

sheet number

section drawing number

sheet number

elevation drawing number

sheet number

door number

window number

smoke dectector

elevation per benchmark noted on surveyT.W.459.5

BA5.3

001

001

SD

2A10.10

A9.12

earthwork

concrete

masonry

steel

gypsum board

ceramic tile

finish wood

plywood

thermal insulation

exhaust fan

stucco

revision number#

VICINTY MAP

IMPERMEABLE SF COVERAGE ALLOWABLE = 11,996 SF HOUSE

BASEMENT BEYOND HOUSE

DRIVEWAY/PARKING AREA &

SIDEYARD DRIVE

PATIOS & WALKWAYS

PATH TO BEACH

STUDIO

BEACH STORAGE

TOTAL IMPERMEABLE SF

CALCULATIONS OF ALLOWABLE SQUARE FOOTAGE OF 6,366 SF

PROPOSED REMODEL:

50% BASEMENT IN EXCESS OF 1000 SF

NEW FIRST FLOOR FOOTPRINT

NEW SECOND FLOOR

EXISTING STUDIO

EXISTING BEACH STORAGE

TOTAL PROPOSED SQUARE FOOTAGE

TOTAL DISTURBED AREA TOTAL DISTURBED AREA

EXISTING SQUARE FOOTAGE

MAIN HOUSE

GARAGE

GUEST QTR

BREEZEWAY

PORCH

EXISTING STUDIO

EXISTING BEACH STORAGE

TOTAL EXISTING

PROJECT AREA INFORMATION

PROPERTY DEVELOPMENT DATA

SITE AREA:

EXCLUDED AREA [SLOPE 1:1 OR STEEPER]:

PROPOSED 2 STORY STRUCTURE

FIRST FLOOR =

SECOND FLOOR =

RATIO OF FIRST FLOOR TO SECOND

FLOOR - 499/5367 = .09

EXISTING AND PROPOSED SET BACKS

FRONT YARD - FROM 30' ROAD EASEMENT=

BACK YARD =

EAST YARD =

WEST YARD =

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

PROPOSED TOTAL BUILDING AREA:

PROPOSED BUILDING HEIGHT:

85% OF ROOF 18'-0"

43,978 SF

7,082 SF

5,367 SF

499 SF

36'-10"

266'

10.5'

16.5'

6366 SF

MAXIMUM @ 22'-9 1/2"

2,774 SF

440 SF

501 SF

210 SF

88 SF

287 SF

177 SF

4,477 SF

36 SF

5,367 SF

499 SF

287 SF

177 SF

6,366 SF

EXISTING

4013

0

5025

3724

1055

287

177

14,281

PROPOSED

5,367

251

972

2,084

1,055

287

177

10,193

16,500 SF

29066 CLIFFSIDE DRIVE MALIBU, CA 90265 4468-001-009 SINGLE FAMILY DWELLING SINGLE FAMILY DWELLING TYPE: FIVE NON RATED R-3 / U-1 VERY HIGH FIRE HAZARD SEVERITY ZONE SFD: TWO STORY W/ATTACHED 2 CAR BASEMENT GARAGE 22'-9 1/2" ABOVE FINISHED GRADE 43,978 SQUARE FEET, 1.01 ACRES 2 COVERED SPACES 2 UNCOVERED SPACES 30'-0" 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 LOS ANGELES COUNTY CODE TITLE 28, PLUMBING CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS LOS ANGELES COUNTY CODE TITLE 29, MECHANICAL CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS LOS ANGELES COUNTY CODE TITLE 32, FIRE CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS

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

SITE ADDRESS:

CURRENT USE:

PROPOSED USE:

CONSTRUCTION TYPE:

OCCUPANCY GROUP:

NUMBER OF STORIES:

HEIGHT OF HOUSE:

LOT AREA:

PARKING REQUIREMENTS:

ACCESSOR'S PARCEL #:

WIDTH OF STREET SERVING PROPERTY:

SPRINKLERS: YES

APPLICABLE BUILDING CODES:

PROJECT DATA

FIRE ZONE

CUT

FILL

TOTAL

IMPORT

EXPORT

R&R

0

EXEMPT

GRADING:

422.6

1.9

424.5

0

420.7

SAFETYNON-

EXEMPT

136.4

1.6

138

0

134.8

REMEDIAL TOTAL

559

3.5

562.5

0

555.5

GRADING CONFORMANCE

0

0

0

0

0

0

0

0

0

0

0

0

0

0

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.




STATE OF CALIFORN

IA

LICE

NSED ARCHITECTKIRK!

BLASCHKE

C-30765REN. 04.30.13

LAND SURVEYOR: CIVIL ENGINEER: SOILS & GEOLOGIC ENGINEERS

LARRY PAERSON, LAND SURVEYOR 4229 KINGFISHER ROAD CALABASAS, CA 91302 T. 818.591.8709 STEPHEN R. SMITH P.C.C.E. INC. 2801 CALABASAS ROAD, SUITE 1020 CALABASAS, CA 91302 T. 818.568.5251 DONALD B. KOWALEWSKY ENVIRONMENTAL & ENGINEERING GEOLOGY 27101 OLD CHIMNEY ROAD MALIBU, CA 90265 T. 310.457.2456 F. 310.457.4721

north

PACIFIC OCEAN

Pacif

ic Co

ast H

ighwa

y

CLI

FFS

IDE

DR

POINT DUME COUNTY BEACH

BIR

DVIEW

AV

GR

AS

SW

OO

D A

V

DU

ME

DR

1

1

N9

KA

NA

N D

UM

E

HE

ATH

ER

CLI

FF

RD

POINT DUME PLAZA

PO

RT

SH

EA

D R

D

1

FE

RN

HIL

L D

R

WESTW

ARD

BEAC

H R

D

MALIBUPOINT DUME

POINT DUME

DUME COVE

BU

SC

H D

R

project site

Drawing File

Scale

Drawn By

Job

Sheet

Issued Description

krb

n/a

A0.3

loubek

Sheet Title

Project Name


title 24 energy calculations



310.663.6692




STATE OF CALIFORN

IA

LICE

NSED ARCHITECTKIRK!

BLASCHKE

C-30765REN. 04.30.13

TITLE XXIV

PERFORMANCE CERTIFICATE: Residential (Part 1 of 5) CF-1R Project Name Building Type Single Family Addition Alone Date

Multi Family Existing+ Addition/Alteration

Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Stories

FIELD INSPECTION ENERGY CHECKLIST Yes No 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. INSULATION Area Special Construction Type Cavity (ft2) Features (see Part 2 of 5) Status

FENESTRATION U- Exterior Orientation Area(ft2) Factor SHGC Overhang Sidefins Shades Status

HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status

HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status

WATER HEATING Qty. Type Gallons Min. Eff Distribution Status

Central Furnace

119.2

0.96

Ducted

none

13.0 SEER

none

0.360

Large Gas

0.360

6.0

New

R-25

96% AFUE

0.360

Front (N)

New

New

Rear (S)

Ducted

none

Roof

5.0

New

1

Skylight

none

Setback

ZONE 3 HVAC

0.28

New

4,146

0.28

813

Bug Screen

Split Air Conditioner

150.0

Attic, Ceiling Ins, vented

Wood Framed

Bug Screen

418.5

Wood Framed w/o Crawl Space

New

Bug Screen

5.0

Central Furnace

Ducted

none

Perim = 462'

13.0 SEER

none

0.360

6.0

New

0.360

New

None

96% AFUE

0.360

All Pipes Ins

Rear (S)

New

Ducted

none

Left (E)

none

Slab

New

1

Right (W)

119

Setback

none

ZONE 1 HVAC

0.28

0.28

New

CA Climate Zone 06

5,408

n/a 2

MARTIN RES.

29066 CLIFFSIDE DR. MALIBU

6/23/2011

1


0.28

5,921

351.9

Bug Screen

378.0

Attic, Ceiling Ins, unvented

Wood Framed Attic

User Number: 1348

Bug Screen

Central Furnace

20.3

New

1.0

ID: 122506

Ducted

EnergyPro 5.1 by EnergySoft

Floor

13.0 SEER

0.360

6.0

New

R-19

0.360

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

New

R-19

96% AFUE

Rear (S)

New

Ducted

none

Wall

Right (W)

none

New

1

Setback

none

ZONE 2 HVAC

0.28

New

0.28

4,742

Bug Screen


0.28

New

156.0


Bug Screen

Page 3 of 27

387.5

Unheated Slab-on-Grade

New

None

none



Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Stories

FIELD INSPECTION ENERGY CHECKLIST Yes No 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. INSULATION Area Special Construction Type Cavity (ft2) Features (see Part 2 of 5) Status

FENESTRATION U- Exterior Orientation Area(ft2) Factor SHGC Overhang Sidefins Shades Status

HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status

HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status

WATER HEATING Qty. Type Gallons Min. Eff Distribution Status

Split Heat Pump

Ductless / with Fan

16.0 SEER8.00 HSPF

1

Newn/a

New

Ductless / with Fan

16.0 SEER

n/a

8.00 HSPF

Ductless

1

Setback

ZONE 4 HVAC

CA Climate Zone 06 n/a 2

MARTIN RES.

29066 CLIFFSIDE DR. MALIBU

6/23/2011

Split Heat Pump

5,921

User Number: 1348

Split Heat Pump

ID: 122506EnergyPro 5.1 by EnergySoft

n/a

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

Ductless

Setback

ZONE 5 HVAC

New

Split Heat Pump

n/a

Page 4 of 27

New



SPECIAL FEATURES INSPECTION CHECKLIST 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.

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.

RunCode: 2011-06-23T12:06:24 ID: 122506

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

User Number: 1348

MARTIN RES. 6/23/2011

EnergyPro 5.1 by EnergySoft Page 5 of 27

CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1R Project Name Building Type Single Family Addition Alone Date


OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix

Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments

FENESTRATION SURFACE DETAILS ID Type Area U-Factor1 SHGC2 Azm Status Glazing Type Location/Comments

(1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value (2) SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value

EXTERIOR SHADING DETAILS Window Overhang Left Fin Right Fin ID Exterior Shade Type SHGC Hgt Wd Len Hgt LExt RExt Dist Len Hgt Dist Len Hgt

0.76

NewSlab

90

NFRC

Window

R-19

NFRC

5.0

0

150.0

New

2 - First Floor

R-19

0.360

180

0.074

16

14

1.00

NFRC

6

0.76

4.4.7-A1

NFRC

0.360

Marvin Wood - LoE

NFRC

New

Wall

3 - First Floor

0

16.5

4.3.1-A5

New

Wall

2 - First Floor

Window

Marvin Wood - LoE

14

New

1 - First Floor

NFRC

50.8

0.048

4.3.1-A5

0

7

0.1

90

8

0.074

NFRC

1

None

NFRC

Marvin Wood - LoE

8.0

180

52.2

MARTIN RES.

0

6/23/2011

1 - First Floor

Marvin Wood - LoE

Bug Screen

NFRC

441

0.28

9

NFRC

New

Floor

90

Window

None

0.76

270

0

270

0.360

180

0.074

15

NFRC

New

Marvin Wood - LoE

0.76

3

0.76

4.4.2-A4

Marvin Wood - LoE

New

Wall

3 - First Floor

Window

676

49.0

Page 7 of 27

Marvin Wood - LoENew

Wall

180

180Window

4.3.1-A5

NFRC

22

New

R-19

1 - First Floor

NFRC

0.730

4.3.1-A5

6

0.1

418.5

4.3.1-A5

2 - First Floor

0.360

Bug Screen

NFRC

11

0.28

1 - First Floor

Marvin Wood - LoE

Bug Screen

New

14.3

R-19123

150.0

0

20.3

0.28

0.28

12

New

Roof

3 - First Floor

5.0

Window

NFRC

Marvin Wood - LoE

0

0.074

90

90

0.28

NFRC

New

13

0.76

4.2.1-A7

Bug Screen

NFRC

174

New

Wall

3 - First Floor

Skylight

0.28

0.360

New

Wall

1 - First Floor

Window

1 - First Floor

Bug Screen

None

180

180

0.038

9

50.28

85.0

0.360

90

NFRC

0.76

4.3.1-A5

1 - First Floor

1 - First Floor

127

0.28

0

1 - First Floor

NFRC

Bug Screen

New

0

133

0.28

156.0

Wall

R-19

Marvin Wood - LoE

5

1 - First Floor

New

3

180

Window 35.0

R-19

90

90

0.360

0.730

4.3.1-A5

13

Marvin Wood - LoE

New

1.0

NFRC

22

Bug Screen

NFRC

New

36.0

Floor

2 - First Floor

Window

665

18.8

102.6

0.28

1 - First Floor

New

Wall

90

Window

0.074

180

10

NFRC

0.360

0.074

4.4.2-A4

4

0.76

90

4.3.1-A5

1 - First Floor

NFRC

Bug Screen

New

2,929

0.28

2.0

1 - First Floor

Marvin Wood - LoE

Marvin Wood - LoE

8.0

0.28

2 - First Floor

0

Window

Bug Screen

R-19

NFRC

90

New

2

180

R-19

90

0.360

0

NFRC

0.360

2 - First Floor

180

Bug Screen

0.048

4.3.1-A5

12

Marvin Wood - LoE

New

3 - First Floor

Bug Screen

0


NFRC

150

New

9.6

New

Slab

90

Window

19.5

R-19

16

0.1

New

90

Window

0.074

0.360

R-25

NFRC

90

0.074

4.4.7-A1

0.360

5.0

0.76

R-19

1 - First Floor

NFRC

Bug Screen

New

96.0

5.0

1 - First Floor

0.28

0.28

Wall

Window

User Number: 1348

7

NFRC

0.76

New

1

2 - First Floor

NFRC

0.76

ID: 122506

0.360

R-25

180

0.038

4.3.1-A5

11

2 - First Floor

0.76

NFRC

New

5.0

NFRC

3 - First Floor

Bug Screen

8.0

Marvin Wood - LoE

11

0.280.28

0.360

New

Roof

90

90

Window

293

3 - First Floor

0.76

15

2.0

New

R-19

90

Wall

0.074

8

0.360

0

270

10

0.074

4.2.1-A7

2

Bug Screen

0.76

25

4

0.76

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

1 - First Floor

Marvin Wood - LoE

Bug Screen

New

151

291

24.0

0.360

R-19

02,908

3 - First Floor

5.0



OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix

Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments

FENESTRATION SURFACE DETAILS ID Type Area U-Factor1 SHGC2 Azm Status Glazing Type Location/Comments

(1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value (2) SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value

EXTERIOR SHADING DETAILS Window Overhang Left Fin Right Fin ID Exterior Shade Type SHGC Hgt Wd Len Hgt LExt RExt Dist Len Hgt Dist Len Hgt

0.76

NewWall

NFRC

Window

R-19

NFRC

0

51.3

New

5 - Second Floor

R-19

0

30

0.76

NFRC

22

0.76

4.3.1-A5

NFRC

0.360

Marvin Wood - LoE

NFRC

New

Floor

5 - Second Floor

270

19.5

4.3.1-A5

New

Wall

4 - First Floor

Window

Marvin Wood - LoE

30

New

3 - First Floor

96.0

0.074

4.4.2-A4

0

23

90

24

0.074

NFRC

17

Bug Screen

NFRC

Marvin Wood - LoE

806

84.0

MARTIN RES.

90

6/23/2011

4 - First Floor

Marvin Wood - LoE

Bug Screen

NFRC

996

0.28

25

NFRC

Wall

22

Window

R-19

0.76

270

90

0

0.360

0

0.038

NFRC

New

Marvin Wood - LoE

19

0.76

4.3.1-A5

Marvin Wood - LoE

New

Slab

5 - Second Floor

Window

201

21.0

Page 8 of 27

Marvin Wood - LoENew

Slab

90

180Window

4.2.1-A7

NFRC

90

New

R-19

3 - First Floor

0.074

4.4.7-A1

22

43.9

4.4.7-A1

5 - Second Floor

0.360

Bug Screen

NFRC

27

0.28

4 - First Floor

Marvin Wood - LoE

Bug Screen

New

R-25514

19.0

180

9.2

0.28

0.28

28

Wall

5 - Second Floor

Window

NFRC

Marvin Wood - LoE

270

0.074

90

0

0.28

NFRC

New

29

0.76

4.3.1-A5

NFRC

New

Roof

5 - Second Floor

Window

0.28

0.360

New

Roof

4 - First Floor

Window

3 - First Floor

Bug Screen

R-19

0

0.074

25

210.28

15.0

0.360

180

NFRC

4.2.1-A7

5 - Second Floor

4 - First Floor

334

0.28

0

4 - First Floor

NFRC

Bug Screen

New

180

454

0.28

56.0

R-19

Marvin Wood - LoE

21

4 - First Floor

New

19

90

Window 20.0

R-19

90

180

0.360

0.074

29

Marvin Wood - LoE

New

NFRC

90

NFRC

New

Wall

5 - Second Floor

Window

106

24.0

0.28

4 - First Floor

New

Wall

90

Window

0.048

90

26

NFRC

0.360

0.074

4.3.1-A5

20

0.76

4.3.1-A5

4 - First Floor

Bug Screen

209

0.28

4 - First Floor

Marvin Wood - LoE

0.28

4 - First Floor

90

Bug Screen

None

NFRC

90

New

18

90

None

180

0.360

270

NFRC

0.360

5 - Second Floor

270

Bug Screen

0.074

4.2.1-A7

28

Marvin Wood - LoE

New

Bug Screen

270


NFRC

228

New

New

Wall

180

Window

R-25

New

180

Window

0.730

0.360

R-19

NFRC

0.730

4.3.1-A5

0.360

0.76

R-19

4 - First Floor

Bug Screen

New

56.0

3 - First Floor

0.28

0.28

Wall

User Number: 1348

23

NFRC

0.76

New

17

5 - Second Floor

NFRC

0.76

ID: 122506

0.360

R-19

0

0.074

4.3.1-A5

27

5 - Second Floor

0.76

NFRC

New

NFRC

Bug Screen

Marvin Wood - LoE

212

0.360

New

Wall

22

0

Window

313

5 - Second Floor

0.76

New

22

Roof

0.038

24

0.360

90

0

26

0.038

4.3.1-A5

18

Bug Screen

0.76

21

20

0.76

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

4 - First Floor

Bug Screen

New

249

996

15.0

R-25

180194



BUILDING ZONE INFORMATION Floor Area (ft2)

System Name Zone Name New Existing Altered Removed Volume Year Built

Totals

HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status

HVAC DISTRIBUTION Duct Ducts

System Name Heating Cooling Duct Location R-Value Tested? Status

WATER HEATING SYSTEMS

System Name Qty. Type Distribution

Rated Input (Btuh)

Tank Cap. (gal)

Energy Factor or RE

Standby Loss or

Pilot

Ext. Tank

Insul. R-Value Status

MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING

Control

Eff.

Pre

miu

m

Hot Water Piping Length (ft)

Add

Insu

latio

n

System Name Pipe

Length Pipe

Diameter Insul. Thick. Qty. HP Plenum Outside Buried

Ducted

0

New

ZONE 4 HVAC Split Heat Pump

6.0

Central Furnace

n/a

Split Heat PumpNew

676

0.96

ZONE 5 HVAC

Ducted

ID: 122506

ZONE 1 HVAC

514

Ductless

13.0 SEER

ZONE 2 HVAC

ZONE 1 HVAC

ZONE 5 HVAC

ZONE 4 HVAC

96% AFUE

Large GasHeat Transfer Products PH199-119

5 - Second Floor

Setback

0.0

Attic, Ceiling Ins, unvented

1

1 - First Floor

Setback

Page 9 of 27

9,9614 - First Floor

New


1

Ducted

Ducted

New

Split Heat Pump

6.0

Central FurnaceNew

n/a

Split Heat PumpNew

996

119

Ducted

0

ZONE 2 HVAC13.0 SEER

Ductless

16.0 SEER

ZONE 3 HVAC

ZONE 2 HVAC

96% AFUE

16.0 SEER8.00 HSPF

ZONE 5 HVAC

8.00 HSPF

MARTIN RES. 6/23/2011


1

n/a

Setback

29,285

n/a

1

2 - First Floor

User Number: 1348

8,064

0.78 %

New

All Pipes Ins


Ductless / with Fan


6.0

Central FurnaceNew

2,929

New

Ductless / with Fan

New

806

Ducted

13.0 SEER

ZONE 1 HVAC

ZONE 4 HVAC

199,000

5,921

ZONE 3 HVAC

96% AFUE

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

Setback


0

1

Setback

6,760

ZONE 3 HVAC

1

3 - First Floor

New


4,114

MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3) MF-1R Project Name Date

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 CF-1R-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. Building Envelope Measures: 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). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 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. *150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. 150(b): Loose fill insulation shall conform with manufacturers installed design labeled R-Value. *150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *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. 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. 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. Space Conditioning, Water Heating and Plumbing System Measures: 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. 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. 150(j)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation.

User Number: 1348 RunCode: 2011-06-23T12:06:24 ID: 122506

6/23/2011MARTIN RES.

Page 10 of 27EnergyPro 5.1 by EnergySoft


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 R-4.2 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: 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 line-voltage 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. 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.

User Number: 1348EnergyPro 5.1 by EnergySoft RunCode: 2011-06-23T12:06:24 ID: 122506

MARTIN RES.

Page 11 of 27

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 manual-on 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.

User Number: 1348 RunCode: 2011-06-23T12:06:24 ID: 122506

6/23/2011MARTIN RES.

Page 12 of 27EnergyPro 5.1 by EnergySoft

Drawing File

Scale

Drawn By

Job

Sheet

Issued Description

krb

n/a

A0.4

martin and costin

Sheet Title

Project Name


coastal development permit



310.663.6692





STATE OF CALIFORN

IA

LICE

NSED ARCHITECTKIRK!

BLASCHKE

C-30765REN. 04.30.13

Drawing File

Scale

Drawn By

Job

Sheet

Issued Description

krb

n/a

A0.5

martin and costin

Sheet Title

Project Name





310.663.6692





STATE OF CALIFORN

IA

LICE

NSED ARCHITECTKIRK!

BLASCHKE

C-30765REN. 04.30.13

Drawing File

Scale

Drawn By

Job

Sheet

Issued Description

krb

n/a

A0.6

martin and costin

Sheet Title

Project Name





310.663.6692





STATE OF CALIFORN

IA

LICE

NSED ARCHITECTKIRK!

BLASCHKE

C-30765REN. 04.30.13

STATE OF CALIFORN

IA

LICE

NSED ARCHITECTKIRK!

BLASCHKE

C-30765REN. 04.30.13

Drawing File

Scale

Drawn By

Job

Sheet

Issued Description

krb

n/a

A0.7

martin and costin

Sheet Title

Project Name


general and city of Malibu notes



310.663.6692

general notes

city of malibu notes

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 nalizing 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 nalizing 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 nished oor of all existing and new utility lines, mains, and meters. Deliver a reproducible copy to architect and owner upon completion of construction.!!8. Conrm any discrepancies between drawings or specications and job site conditions with Architect prior to starting portions of the work aected.!!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 o the drawings without prior approval from Architect.!!10. Floor plan dimensions are to face of stud or sheathing where sheathing occurs. Conrm 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 nal eect and general intent of some specic 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 modications required in details are to be rst reviewed and conrmed 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 aect costs prior to nalizing construction contract and subcontracts, and conrm nal decisions regarding selection, materials, color, nish or other specications 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 specically 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 specied prior to purchasing or installing.!!25. Provide proper ventilation, clearances and spark arrestors for all new replaces, ovens, hot water heaters, furnaces, vents and ues as required by the drawings, specications and applicable codes.!!26. Provide re 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 ve-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, conrm 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 suboor areas in accordance with local codes and conrm foundation vent locations with Architect prior to pouring foundations. !!34. Where crawl space or interior room, pit or basement oor slabs are below exterior nish grade, provide drainage at footing perimeter and Miradri M860 waterproong 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 oor 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/ Mira 140 N C non-woven fabric. !!35. All concrete oor 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 rst 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 nished grade surfaces, sidewalks and patios away from structures and verify that all areas aected by construction are properly drained, with no ponding.!!39. Remove all excavated or excess soil, debris and materials not required by construction. Conrm 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 conrm 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 conict with proposed equipment, xture or diuser locations.!!45. Provide framed openings for medicine cabinets during rough framing, conrming 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 roong 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 specication requirements. Provide written submittal of roong 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 ashings and water-proof membranes for a period of 15 years following nal completion of construction. !!53. A qualied independent inspection service may be employed by the owner for inspection of the roof installation, including any insulation and ashings. Contractor shall conrm arrangements with Owner, Architect, manufacturer's representative and roong contractor prior to construction.!!54. Where clay, stone, cement, or other heavy roong 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 overow 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 prole cast iron general purpose drains with removable perforated domes to protect against clogging, and shall be installed with the recommended ashing. Use side outlet type where ceiling clearance requires it. Perforated domes shall be ne enough to prevent roof gravel from entering drain.!!57. All roof, parapet, chimney and other ashings shall be installed so that they are water-tight. In addition to ashing 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 specied, sheet metal gauge shall be sucient to withstand denting or bending.!!59. All scuppers, gutters, downspouts, leader boxes or other sheet metal work shall be properly ashed 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 specied, sheet metal gauge shall be sucient 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, sucient 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 Pacic Polymers, Elasto-deck 5000 x 2 lapped up sides under L-ashing per details under reinforced mortar bed, under nish deck surface. Elasto-deck shall be installed by experienced, qualied 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 ber insulation conforming to Federal Specication 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 ber insulation conforming to Federal Specication 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. Conrm insulation type and thickness with Owner and Architect prior to nalizing 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 inltration.!!69. Any operable glass doors or windows shall be certied and labeled to show conformance with air inltration 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 ve 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 red domestic hot water system piping from the heating source to the storage tank.!

!71. A Certicate of Compliance (available at Building Department oce) shall be signed by the insulation Contractor, certifying conformance with current energy regulation: California Administrative Code, Title 24, State of California. Certicate shall be prominently posted on the site!!72. All insulation materials shall be certied 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 waterproong 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 inltration:!

a. Exterior joints around window and door frames!b. Between wall sole plates and oors!c. Between exterior panels!d. Around openings for plumbing, electrical, and gas lines in walls, ceilings, and oors!e. Around openings in attic, such as the point where ceilings meet masonry replaces.!

!!76. New Masonry and factory built replaces shall have the following:!

a. Tight tting closing metal or glass doors covering the entire opening of the rebox.!b. A combustion air intake, to draw air from the outside of the building directly into the rebox, which is at least six square inches in area and is equipped with a readily accessible, operable and tight tting damper.!c. Tight tting ue 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 red household heating and cooling appliances, shower heads and faucets shall comply with the appliance eciency standards.!!79. General lighting in kitchen and bathrooms shall have an eciency of not less than 25 lumens/watt.

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 ashing 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 nish. 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 xed and sliding panels of sliding doors and panels in swinging doors!c. All glazing less than 60" above a shower or tub oor.!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 specications for security openings. See Security Notes and Door and Window Schedules for additional information.!!86. All legal re 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 nish 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:!!

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!ve 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 specications for locking devices. !f. The inactive leaf of double door(s) shall be equipped with metal ush or surface bolts having a minimum!embedment of ve-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. !

! 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 specied 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.!

! WINDOWS !a. All operable windows shall be provided with substantial locking devices as required by applicable codes.!

! 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 nal nish 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 ashings with a maximum height back dam, end dams and continuous face anges for integration into the the exterior weather-resistive barrier. The pan ashings are to be installed over a layer of self-adhering waterproong !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 waterproong. !!97. The rough openings of typical windows and doors are to be ashed with a minimum 25-mil self-adhering waterproong membrane, such as Protecto Wrap's BT25 XL, or equal applied over solid blocking or backing. The self-adhering adhering waterproong 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 waterproong membrane directly to clean and primed substrates. Do not install the self-adhering !98. waterproong 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 berglass reinforcing mesh followed by the steel-trowel nish coat. !!103. In locations where the existing stucco is to remain and is to be interfaced with the new stucco, the nish coat is to be removed by grinding or sand blasting down to the brown coat followed by the application of the the Stucco nish 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' ber glass mesh is to be embedded into the wall surface. An additional coat of Primus and cement are then layered over the ber mesh, which is layered down with a berglass oat. 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 nish coat. !!105. Install continuous weep screeds at base of stucco walls to lap over concrete foundations just below ground oor framing sill plate 6 above nish grade, typical. At all hard surface exterior paved surfaces such as patios, driveways, etc., install weep screed 3/8" above nished paving and leave uncaulked. Utilize, non-corrosive metal weep screeds and accessories at transitions of the stucco ashings into planters.

106. Conrm stucco nish with Architect prior to nalizing 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 specications 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 (eld) 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 nish prior to applying skim coat. Apply skim coat and level 4 nish 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 nish. Touch up drywall as required and spot prime touch-ups prior to applying nal 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 nish coat. Uni-Kal nish 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 specications of the Tile Council of America and Ceramic Tile Institute. Verify all layouts, trim shapes, grout selections and width, and other specications with Architect prior to ordering tile.!!112. Unless otherwise specied, 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 o 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 eorescence. Contractor shall require tile or brick manufacturer to wick test and certify in writing to Architect that material is non-eorescence 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 nish materials with enough lead time so that ordered material can be conrmed 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 oors shall be top grade kiln dried material, delivered to the job site and allowed to acclimatize inside the nished heated or air conditioned space for at least two weeks prior to installation. Wood oors shall be installed over a membrane layer of Rosinsized (pink) paper over plywood suboor, except on the any oor 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 ooring contractor shall conrm installation and nishing specications with architect prior to ordering material.!!121. Unless noted otherwise, wood oors shall be stained per sample provided to owner/arch. for their review and be nished with a minimum 3-coats of Hardco non-yellowing Moisture Cure clear urethane, satin nish, 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. Conrm cabinet style, construction type, hinges and hardware with Architect prior to nalizing 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 nish 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 specied 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 suciently so that they are not visible from a seated position. Verify lighting specication 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 nish 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 nalizing 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 ue.!!131. See PAINTING section for painting notes. !!!!PAINT!!132. Include within the scope of the work preparation, priming and nish painting of exterior walls aected by additions and remodeling and interior walls and ceilings, including doors, sash and trim work. Conrm any exposed beams, decking, cabinets or wood to be stained and/or clear-sealed prior to ordering. Conrm paint, stain and nish selections and specications 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 nish 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 lled 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 nish system.!!138. To avoid overpainting on nished hardware, including door hinges, all cabinets, wood windows, and doors shall be hung, completely weatherstripped and tted with locksets and nish hardware, then entirely removed and stripped of hardware for nish painting and/or staining.!!139. Remove

martin full set

Documents

floor plan structural

driveway roof plan basement

driveway ground floor

cliffside drive malibu

costin residence

project directorysite

project informationlot

title pagelot