-
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
Martin and Costin Residence 29066 Cliffside Drive Malibu,
California 90265
project information
Lot 05 1024 harding ave. no. 202
venice, california 90291
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.
10.20.09 permit set submittal
06.21.10 plan check corrections
06.28.11 progress set
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
Martin and Costin Residence 29066 Cliffside Drive Malibu,
California 90265
title 24 energy calculations
Lot 05 1024 harding ave. no. 202
venice, california 90291
310.663.6692
10.20.09 permit set submittal
06.21.10 plan check corrections
06.28.11 progress set
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
Split Air Conditioner
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
Split Air Conditioner
0.28
New
156.0
Attic, Ceiling Ins, vented
Bug Screen
Page 3 of 27
387.5
Unheated Slab-on-Grade
New
None
none
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
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
PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1R Project
Name Building Type Single Family Addition Alone Date
Multi Family Existing+ Addition/Alteration
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
Multi Family Existing+ Addition/Alteration
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
EnergyPro 5.1 by EnergySoft
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
CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1R
Project Name Building Type Single Family Addition Alone Date
Multi Family Existing+ Addition/Alteration
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
EnergyPro 5.1 by EnergySoft
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
CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1R
Project Name Building Type Single Family Addition Alone Date
Multi Family Existing+ Addition/Alteration
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
Split Air Conditioner
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
Attic, Ceiling Ins, vented
1
n/a
Setback
29,285
n/a
1
2 - First Floor
User Number: 1348
8,064
0.78 %
New
All Pipes Ins
Split Air Conditioner
Ductless / with Fan
EnergyPro 5.1 by EnergySoft
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
Attic, Ceiling Ins, vented
0
1
Setback
6,760
ZONE 3 HVAC
1
3 - First Floor
New
Split Air Conditioner
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
MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF-1R
Project Name Date
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
MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF-1R
Project Name Date
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
Martin and Costin Residence 29066 Cliffside Drive Malibu,
California 90265
coastal development permit
Lot 05 1024 harding ave. no. 202
venice, california 90291
310.663.6692
coastal development permit
10.20.09 permit set submittal
06.21.10 plan check corrections
06.28.11 progress set
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
Martin and Costin Residence 29066 Cliffside Drive Malibu,
California 90265
coastal development permit
Lot 05 1024 harding ave. no. 202
venice, california 90291
310.663.6692
coastal development permit
10.20.09 permit set submittal
06.21.10 plan check corrections
06.28.11 progress set
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
Martin and Costin Residence 29066 Cliffside Drive Malibu,
California 90265
coastal development permit
Lot 05 1024 harding ave. no. 202
venice, california 90291
310.663.6692
coastal development permit
10.20.09 permit set submittal
06.21.10 plan check corrections
06.28.11 progress set
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
Martin and Costin Residence 29066 Cliffside Drive Malibu,
California 90265
general and city of Malibu notes
Lot 05 1024 harding ave. no. 202
venice, california 90291
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