SHEET INDEX

APN

HIGH FIRE AREA:

OWNER

MAIN FLOOR

VICINITY MAP

NOT TO SCALE

CODE COMPLIANCE

CALIFORNIA ADMINISTRATIVE CODE

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNING AGENCIES. NOTHING IN THESE PLANS IS TO BE CONSTURED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

CALIFORNIA BUILDING CODE, 2016

CALIFORNIA MECHANICAL CODE, 2016CALIFORNIA PLUMBING CODE, 2016

CALIFORNIA ELECTRICAL CODE, 2016

CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)CALIFORNIA ENERGY CODE, 2016

PROJECT DIRECTORY

ENERGY NOTES

GREEN BUILDING NOTESALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNING AGENCIES. NOTHING IN THESE PLANS IS TO BE CONSTURED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

CITY OF CARMEL-BY-THE-SEA AND ADOPTING ORDINANCES

HIGH FIRE NOTES

PLUMBING FIXTURES

WASTE WATER SYSTEMWATER SERVICE

PROPOSED FLOOR AREAS

GLAZING NOTES

GENERAL NOTES

CONSTRUCTION WASTE MGMT REQ.TS

LOT SIZE:

SIDES

REQUIRED SETBACKSFRONT

REAR

NOTE: THIS PROJECT TO BE REGISTERED WITH CALCERTS

1. ALL EXTERIOR WALL ASSEMBLIES SHALL BE INSULATED WITH BLANKET TYPE MINERAL OR GLASS FIBER INSULATION CONFORMING TO FEDERAL SPECIFICATION HH-1-521E WITH A MINIMUM THERMALRESISTANCE (R) OF R-19.

2. ALL ROOF AND FLOOR ASSEMBLIES SHALL BE INSULATED WITH BLANKET TYPE MINERAL OR GLASS FIBER INSULATION CONFORMING TO FEDERAL SPECIFICATION HH-1-521E WITH A MINIMUM THERMAL RESISTANCE(R) OF R-30 [ROOF] AND R-19 [FLOOR]

3. ALL WALL ASSEMBLIES OF BATHROOM / BEDROOM/ EQUIPMENT ROOMS/ ETC. MAY BE INSULATED WITH SOUND ATTENUATION BLANKET INSULATION .

4. IN ADDITION TO BLANKET INSULATION STANDARDS ABOVE, IN NO CASE SHALL ANY INSULATION CONTAIN ANY ASBESTOS OR ASBESTOS RELATED PARTICULATES.

5. ALL INSULATING MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL.

6. THE CONTRACTOR SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSULATION INSTALLER AND THE CONTRACTOR STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24.

7. THE CONTRACTOR SHALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE HEATING, COOLING, WATER HEATING, AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY.

8. A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL EQUIPMENT REQUIRING PREVENTIVE MAINTENANCE, AND A COPY OF THE MAINTENANCE INSTRUCTIONS SHALL BE PROVIDED FOR THE OWNER'S USE.

9. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN TABLE 2-53V OF THE ENERGY REGULATIONS.

10. THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE MUST BE CAULKED, SEALED, OR WEATHERSTRIPED:A. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL SOLE PLATES AND

FLOORS, AND BETWEEN EXTERIOR WALL PANELS.B. OPENINGS FOR PLUMBING, ELECTRICAL AND GAS LINES IN EXTERIOR AND INTERIOR WALLS

CEILINGS AND FLOORS.C. OPENINGS IN THE ATTIC FLOOR.D. ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE.

11. GENERAL LIGHTING FOR KITCHEN AND BATHROOMS MUST BE 25 LUMENS/ WATT OR GREATER. WHEN A BATHROOM HAS MORE THAN ONE LIGHTING FIXTURE, THE MAIN FIXTURE SHALL BE FLUORESCENT. GENERAL LIGHTING IN KITCHEN MUST ALSO BE FLUORESCENT.

12. FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING SHALL BE PROVIDED WITH BACKDRAFT DAMPERS.13. THERMOSTATICALLY CONTROLLED HEATING OR COOLING SYSTEMS SHALL HAVE AN AUTOMATIC

THERMOSTAT WITH A CLOCK MECHANISM WHICH CAN BE PROGRAMMED TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST 2 PERIODS WITHIN 24 HOURS.

14. STORAGE TYPE WATER HEATERS AND STORAGE BACK-UP TANKS FOR SOLAR WATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED WITH INSULATION OF R-12 OR GREATER.

15. PIPING IN UNCONDITIONED SPACE LEADING TO AND FROM WATER HEATERS SHALL BE WRAPPED WITH INSULATION HAVING A THERMAL RESISTANCE OF R-3 OR GREATER.

16. RECIRCULATING HOT WATER PIPING IN UNHEATED SPACES SHALL BE INSULATED WITH R-3.17. GAS FIRED HOUSEHOLD COOKING APPLIANCES, SHOWER HEADS AND FAUCETS SHALL COMPLY WITH

CALIFORNIA APPLIANCE EFFICIENCY STANDARDS.18. WATER CLOSETS SHALL BE LOW FLUSH TYPE AS REQUIRED BY LOCAL ORDINANCES [1.6 GAL FLUSH].19. GAS FIRED APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICES, NOT CONTINUOUSLY BURNING

PILOT LIGHTS; E.G., FURNACES UNDER 175,000 BTU, ALL FAN TYPE FURNACES, CLOTHES DRYERS,STOVES, ETC.

20. HVAC EQUIPMENT, WATER HEATERS AND PLUMBING FIXTURES (SHOWER HEADS AND FAUCETS) MUST BE CERTIFIED BY CEC.

21. HEATING EQUIPMENT SHALL COMPLY WITH EFFICIENCY STANDARDS AND BE NO LARGER THAN SPECIFIED ON APPROVED PLANS.

22. DUCTS MUST BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING TO CHAPTER 10 OF THE CALIFORNIA STATE MECHANICAL CODE.

23. A SUBMITTAL IS REQUIRED FOR RADIANT HEATING SYSTEMS, INCLUDING PLANS, TUBING, LOCATION, AND SPACING.

1. THESE PLANS ARE THE PROPERTY OF TOM MEANEY ARCHITECT. USE OR COPY IS PERMITTED BYCONTRACT ONLY. ANY REVISIONS TO THESE PLANS, REGARDLESS OF SCOPE WITHOUT WRITTENPERMISSION IS PROHIBITED AND SHALL THEREBY ABSOLVE TOM MEANEY ARCHITECT FROM ANY LIABILITY CLAIMS, SUITS, OR LITIGATION BY ANY INTEREST PARTIES IN THE PROJECT.

2. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE DESIGN DESIRED AND IMPLYTHE FINEST QUALITY WORKMANSHIP THROUGHOUT. ANY DESIGN OR DETAIL WHICH APPEARS TO BEINCONSISTENT WITH THE ABOVE SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEDESIGNER BY THE CONTRACTOR.

3. ALL CONSTRUCTION MEANS, METHODS, MATERIALS AND TECHNIQUES SHALL COMPLY WITH THEBUILDING CODES, ORDINANCES, REGULATIONS AND STANDARDS LISTED.

4. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL VERIFY ALL CONSTRUCTION DOCUMENTS, SITEDIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES ORINCONSISTENCIES PRIOR TO STARTING WORK.

5. DO NOT SCALE DRAWINGS. APPLICABLE TRADES SHALL USE A COMMON DATUM TO BE DESIGNATED BY THE CONTRACTOR FOR ALL CRITICAL MEASUREMENTS. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCEOVER GENERAL NOTES AND DETAILS.

6. DIMENSIONS ARE TO FACE OR CENTERLINE OF STUD, UNLESS NOTED OTHERWISE.. AT FLOORS ANDCEILINGS WITH PLYWOOD SHEATHING DIMENSIONS ARE TO EXTERIOR SIDE OF PLYWOOD.

7. REFER TO ADDITIONAL NOTES SHOWN ON THE STRUCTURAL AND/OR CIVIL ENGINEERING SHEETSCONTAINED IN THESE DRAWINGS.

8. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED.9. WHEREVER EXISTING WORK IS DAMAGED BY ANY OTHER CONSTRUCTION OPERATION, IT SHALL BE

REPAIRED OR REPLACED WITH NEW MATERIAL TO MATCH EXISTING AS APPROVED BY THE DESIGNER.10. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND RUBBISH RESULTING FROM THE

WORK SPECIFIED HEREIN.11. ALL EXPOSED BOLTS, WASHERS, NAILS, OR METAL CONNECTORS SHALL BE DOUBLE HOT DIP

GALVANIZED [U.N.O.]12. SHOP DRAWINGS, PROJECT DATA AND OTHER SAMPLES SHALL BE SUBMITTED TO THE DESIGNER

AND OWNER WHEN REQUESTED. NO PORTION OF SUCH WORK SHALL BE COMMENCED UNTIL SUBMITTAL HAS BEEN APPROVED BY THE DESIGNER/OWNER.

13. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING AND FRAMING FOR WALL MOUNTED ITEMS.14. FIRE STOPS SHALL BE LOCATED AT THE FOLLOWING LOCATIONS (PER UBC REQUIREMENTS):

A.) IN CONCEALED SPACES OF STUD WALLS INCLUDING FURRED SPACES - AT FLOOR AND CEILING LEVELS AND AT 10 FLOOR INTERVALS ALONG THE LENGTH OF THE WALL. B.) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH ASOCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.C.) IN OPENINGS AROUND VENTS, PIPES, DUCTS CHIMNEYS, AND SIMILAR OPENINGS WHICH AFFORDA PASSAGE FOR A FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS.D.) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE

15. AT EXTERIOR WALL OPENINGS: FLASHING, COUNTER FLASHING AND EXPANSION JOINT MATERIAL SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO BE COMPLETELY WATERPROOFED AND WEATHERPROOFED.

16. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

17. ALL UTILITY CONNECTORS INCLUDING ELECTRICAL SERVICE, TELEPHONE SERVICE AND CABLE TELEVISION MUST BE PLACED UNDERGROUND FROM THEIR POINT OF ORIGIN AT THE UTILITY POLE TO THE SERVICE METER OR TERMINATION POINT AT THE STRUCTURE.

1. GLASS AND GLAZING SHALL CONFORM TO CODE AND WITH U.S. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS.

2. GLAZING SUBJECT TO HUMAN IMPACT SHALL CONFORM TO CODE AND WITH U.S. CONSUMERPRODUCT SAFETY COMMISSION REQUIREMENTS. GLAZED OPENINGS IN DOORS, FIXED OR OPERABLEPANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOMEXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE AND WITHIN5 FT. OF THE TOP OR BOTTOM OF STAIRS OR LANDINGS SHALL BE TEMPERED GLASS APPROVED FORIMPACT HAZARD. FIXED PANELS [> 9 SQ FT] WITHIN 18" OF THE ADJACENT FLOOR SHALL BE TEMPEREDGLASS APPROVED FOR IMPACT HAZARD.

3. GLAZING IN SHOWER AND TUBS ENCLOSURES SHALL BE TEMPERED, LAMINATED OR APPROVEDPLASTIC.

4. EGRESS WINDOWS IN SLEEPING ROOMS SHALL CONFORM TO UBC REQUIREMENTS:: MIN 20" WIDEBY 24" HT CLEAR WHEN IN THE OPEN POSITION. MAX HT AT BOTTOM OF OPENING TO BE 44" .

EXISTING PLUMBING FIXTURES MAY REQUIRE RETROFITTING TO CURRENT CPC REQUIREMENTS AND NEW PLUMBING FIXTURES WILL MEET THE FOLLOWING MIN. REQUIREMENTS: WATER CLOSETS 1.28 GALLONS MAX./FLUSH; URINALS 0.5 GALLONS MAX./FLUSH.

CONSTRUCTION WASTE MANAGEMENT REQUIREMENTS OF CRC R324.1. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50% OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH CGBC CHAP. 4, DIVISION 4.4 (CALGREEN CODE).

ARCHITECTTom Meaney629 State Street, Suite 240Santa Barbara, CA 93101(805) 966-7668LIC. #C14606

LANDSCAPE ARCHITECT

PROJECT REQUIRES THIRD PARTY HERS TESTING AND/OR DUCT LEAKAGE TEST. SEE CF-1R PAGES FOR ADDITIONAL HERS INSPECTIONS IF ANY.

SUBCONTRACTORS TO PROVIDE SIGNED CF-2R FORMS THAT MATCH OR EXCEED COMPLIANCE CALCS.

HERS INSPECTIONS PROJECT ADDRESS

ATTACHED 2-CAR GARAGE

HEIGHT LIMITS

LOT COVERAGE, PROPOSED

THIS PARCEL MAY BE LOCATED WITHIN A DESIGNATED HIGH FIRE HAZARD AREA. CONTRACTOR TO VERIFY. ALL ELEMENTS OF NEW CONSTRUCTION MUST COMPLY WITH REQUIREMENTS SET FORTH IN SECTION R327 OF THE 2013 CRC AND S.B. ORDINANCE NO. 5639.

SEE FIRE RATED CONSTRUCTION REQUIREMENTS ON A0.3 FOR SPECIFIC INFORMATION.

HIGH FIRE NOTES

YES

CIVIL ENGINEERC3 ENGINEERING INC.126 BONAFACIO PLACE, SUITE CMONTEREY, CA 93940(831) 647-1192

PROJECT SITE

SCOPE OF WORK

PROJECT DATA

BUILDING DATA

SEPTIC

TREES TO BE REMOVED YES, REFER TO LANDSCAPE

EXISTING STRUCTURES N/A

OCCUPANCY GROUP R-3TYPE OF CONSTRUCTION VBNUMBER OF STORIES 1SPRINKLERS YES, REFER TO SEPARATE PERMITS, NOTES

3,381 3,663 SF814 888 SF

COVERED ENTRY, ARCADE, PATIOS

PROPOSED PARKING 2 COVERED

ZONING DATA

ZONE

COASTAL ZONE NO

SURVEYORWOOTTON LAND SURVEYING1242 NORTH SAN PEDRO STREETSAN JOSE, CA 95110(408) 886-1700

STRUCTURESIMPERVIOUS AREA *

TOTAL

PLANS AND NOTES

ROBERT RAMM

CLAYTON ROADSAN JOSE, CA 95127

(VACANT LOT)

441 MARIPOSA AVENUE, APT AMOUNTAIN VIEW, CA 94041

612-40-001

HS-D1

763 SFOPEN COURTYARD 882 SF

TOTAL 4,195 4,551 SFOTHER

EQUESTRIAN BARN 2,993 3,176 SF

ACCESSORY DWELLING UNIT

1. CONSTRUCT SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE. INCLUDES NEW ALL WEATHER DRIVE AND AUTO GATE FROM CLAYTON RD.

2. CONSTRUCT ACCESSORY DWELLING UNIT3. CONSTRUCT EQUESTRIAN BARN 4. SITE GRADING AND DRAINAGE5. INSTALL TWO SEPTIC SYSTEMS6. INSTALL SOLAR ARRAY

958,320 SF 22 ACRE

HILLSIDE DESIGNATION YES

EAST SAN JOSE

1,207 1,345 SFATTACHED SINGLE CAR GARAGE 334 387 SF

ASSESSORS PARCEL MAP

SUBJECT PARCEL

ACCESSORY STRUCTURES

COVERED ENTRY, PATIOS 1,028 SFTOTAL 4,534 6,778 SF

11,329 SF54,700 SF

66029 SF14.5%

PRIVATE WATER WELL

NET GROSS

BARN COV'D OVERHANG 842 SF

* HARDSCAPE, SOLAR PANELS, ALL WEATHER DRIVE

F.A.R.

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/11

/201

8 12

:49:

19 P

M

2018-06-05

ProjectNumber

A0.0

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

TITLE SHEET

NO. DESCRIPTIONA0.0 TITLE SHEETA1.1 SITE PLANA1.2 F.A.R. & AREA CALCULATIONSA1.A SURVEY, PART AA1.B SURVEY, PART BA2.1 FLOOR PLANA2.2 FLOOR PLANA2.3 ACCESSORY DWELLING UNIT PLANA2.4 EQUESTRIAN BARN PLANA3.1 ROOF PLANA3.3 ACCESSORY DWELLING UNIT ROOF PLANA3.4 EQUESTRIAN BARN ROOF PLANA4.1 REFLECTED CEILING PLANA5.1 BUILDING SECTIONSA5.2 BUILDING SECTIONSA6.1 EXTERIOR ELEVATIONSA6.2 EXTERIOR ELEVATIONSA6.3 EXTERIOR ELEVATIONSA6.4 ACCESSORY DWELLING UNIT EXT. ELEVATIONSA6.5 EQUESTRIAN BARN EXT. ELEVATIONSA8.1 FINISHESA8.2 DOOR SCHEDULEA8.3 WINDOW SCHEDULEA9.1 ARCHITECTURAL DETAILSA9.2 ARCHITECTURAL DETAILSA9.3 ARCHITECTURAL DETAILSA9.4 ARCHITECTURAL DETAILSA9.5 ARCHITECTURAL DETAILS

Revision Schedule# Date Description

Feet

1:480

80400

20

3983.47

1066.8

S12°

45'4

9"W

196.

02'

S05°

44'1

1"E

316.

14'

S34°

15'49

"W

119.4

6'

S22°10'11"E

1328.52'

1020

1030

1040

1060

1090

1070

1050

1080

980990

1000

1010

1020

1030

1040

1050

980

990

1000

1010

1020

1030

1040

1060

1050

950

960

970

LANDSCAPE

5' - 0"

PER

EN

G.

NOTE: ALL RET. WALLS PER CIVIL ENGINEER

RETAINING WALLS

10,800 S.F.

ESTIMATED EARTHWORK

CUT: 1500 CYFILL: 1500 CYNET: 0 CY

ESTIMATED AREA OF DISTURBANCE

16' -

0"

34' -

0"

30' - 0" 20' - 0" 20' - 0"

DRIVEWAY TURNAROUND

TYPE 'B' APPROVED DRIVEWAY TURNAROUNDPER SANTA CLARA COUNTY FIRE MARSHAL.5% MAX SLOPE IN ALL DIRECTIONS.

DRIVEWAY REQUIREMENTS

• DRIVEWAY WIDTH SHALL PROVIDE A MINIMUM DRIVABLE SURFACE OF 12 FEET.• THE VERTICAL CLEARANCE SHALL BE A MINIMUM OF 13 FEET, 6 INCHES, IN

ACCORDANCE WITH CALIFORNIA FIRE CODE § 902.2.2.1.• MAXIMUM GRADE SHALL NOT EXCEED 15% (6.75 DEGREES). UNLESS APPROVED BY

THE FIRE MARSHAL’S OFFICE.• THE MINIMUM OUTSIDE TURNING RADIUS SHALL BE 30 FEET AS MEASURED FROM THE

EDGE OF THE APPROVED SURFACE.• DRIVEWAYS IN EXCESS OF 500 FEET SHALL BE PROVIDED WITH PASSING TURNOUTS

AT NO MORE THAN 500 FOOT INTERVALS. TURNOUTS SHALL BE 8 FEET WIDE BY 40 FEET LONG IN ACCORDANCE WITH SANTA CLARA COUNTY STANDARD SD-16; STANDARD TURNAROUNDS & TURNOUTS.

• AN APPROVED FIRE APPARATUS TURNAROUND IS REQUIRED WHEN THE DISTANCE (AS MEASURED ALONG THE PATH OF TRAVEL) FROM THE CENTERLINE OF THE ACCESS ROAD TO THE FARTHEST PORTION OF THE STRUCTURE EXCEEDS 150 FEET. EXAMPLES OF APPROVED TURNAROUNDS WOULD BE A 40 FOOT BY 48 FOOT PAD, AN APPROVED HAMMERHEAD (“T”), OR AN APPROVED BULB WITH A MINIMUM 32 FOOT OUTSIDE RADIUS, IN COMPLIANCE WITH COUNTY STANDARD SD-16, STANDARD TURNAROUNDS & TURNOUTS. ALL TURNAROUNDS SHALL HAVE A MAXIMUM SLOPE OF 5% IN ANY DIRECTION.

• THE DRIVEWAY SURFACE SHALL BE DESIGNED AND MAINTAINED TO SUPPORT A 65,000 POUND WATER TENDER, DESIGNED FOR THE LATEST EDITION OF CALTRANS STANDARD. ON GRADES UP TO 15%, THE SURFACE SHALL PROVIDE ALL-WEATHER DRIVING CAPABILITY, INCLUDING SUFFICIENT DRAINAGE AND SURFACE COURSE CONSISTENT WITH GOOD ENGINEERING PRACTICES. GRADES IN EXCESS OF 15% SHALL BE ENGINEERED ASPHALT, CONCRETE OR ANOTHER SURFACE MEETING COUNTY STANDARD SD-5, SINGLE LOT DRIVEWAY. NOTE THAT FOR DRIVEWAYS NOT REQUIRING A GRADING PERMIT FROM LAND DEVELOPMENT ENGINEERING, DOCUMENTATION OF A COMPACTION TEST MAY BE REQUIRED BY THE FIRE MARSHAL.

• THE DRIVEWAY APPROACH TO A DRIVEWAY SHALL BE DESIGNED AND CONSTRUCTED PER COUNTY STANDARD SD-4, DRIVEWAY APPROACH.

DRIVEWAY TURNOUT

10' -

0"

20' - 0" 35' - 0" 20' - 0"

CLAYTON ROAD

P.L.

1050

1048

1046

1044

1042

1040

1044

10521054

1056

1058

1060

APPROVED FIRE APPARATUS TURN-AROUND AREA, TYPE 'B'

(N) APPROVED ALL-WEATHER ROAD / DRIVEWAY SURFACE

55'X10' TURN-OUT AREA

30" MAX. DRY STACK RET. WALL

CLAYTON ROAD

1038

1036

10341032

1030

ARENA80' X 190'

ROUND PEN80' DIA.

SPA

25 METER LAP POOL

FIRE PITDINING DECK W/ TRELLIS

1028

1026

RELOCATE (E) TREE

RELOCATE (E) TREE

30" MAX. DRY STACK RET. WALL

RET. WALL

ELEV. 1042

1040

(N) EQUESTRIAN BARN F.F. 1048'

PARKING

(N) SINGLE FAMILY RESIDENCE W/ ATTACHED GARAGEF.F. 1041', 1042.5'

1040

1020

1030

ELEV. 1044

OAK OAK

(E) UNIMPROVED ENTRY @ CLAYTON RD.

(N) ACCESSORY DWELLING UNITF.F. 1044'

(N) 2,000 GAL. SEPTIC TANK

(N) P.V. SOLAR ARRAY30' X 30'

65' -

6"

106'

- 6"RET. WALL

RET. WALL

46' -

0"

52' - 0"

44' - 0"

108' - 6"

(N) ATTACHED GARAGE 1045.5'

(N) ALL WEATHER DRIVEAT CLAYTON RD. WITH AUTO GATE & KNOX BOX16

' - 0"

RELOCATE (E) POWER POLE

R 40' - 0"

12' - 0"

25' -

0"

1064

1062

1060

1058

1056

1060

1054

1052

1050

1064

103010

32103410

381040

1036

1040

1038

10361034

1032

1030

10421044

1042

1046

1048

1050

1046

104410421040

1048

1046

10441042

1040

1030

1040

1030

1030

10201042

1046

1046

10%

1046

1044

1044

1042

10%

12' -

0"

105810561054SLOPE4:1

SLOPE

3:1

1060

1058

10541056

1052

SLOPE

3:1

88' -

6"

SLOP

E3:

1

E.O.P.

E.O.P.

55'X10' TURN-OUT AREA

1048

BW 1040TW 1045

BW 1030TW 1042

BW 1040TW 1044

BW 1036TW 1044

BW 1042

TW 1044

BW 1041

TW 1044

TW 1033BW 1030

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4

2 7

8 (

S A

N T

A B

A R

B A

R A

) 8

0 5

. 9

6 6

. 7

6 6

8 ●

F A

X 8

0 5

. 9

6 6

. 7

6 9

8 ●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, de

sign

s an

d pl

ans

indi

cate

d or

rep

rese

nted

by

thes

e dr

awin

gs a

re o

wne

d by

and

are

the

pro

pert

y of

Tho

mas

Mea

ney

and

wer

e cr

eate

d an

d de

velo

ped

for

use

in c

onju

ncti

on w

ith

the

spec

ifie

d pr

ojec

t. N

one

of s

uch

idea

s, d

esig

ns,

or p

lans

sha

ll be

use

d fo

r an

y pu

rpos

e w

itho

ut t

he w

ritt

en p

erm

issi

on o

f Th

omas

Mea

ney.

Cop

yrig

ht ©

200

6 A

ll ri

ghts

res

erve

d. T

hom

as M

eane

y Ar

chit

ect,

Inc.

Date

Scale

Drawn

Job #

Sheet

Renew 8/31/18

AW

As indicated

6/6/

2018

11:

58:5

6 AM

2018-06-05

ProjectNumber

A1.1

RAM

M R

ESID

ENCE

115

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

PROPOSED SITEPLAN

N 1" = 40'-0"

PROPOSED SITE PLAN

FLOOR AREA RATIO

ATT. GARAGE888 S.F.

MAIN HOUSE3,663 S.F.

COVERED ENTRY

440

A.D.U.1,345 S.F.

ATT. GARAGE387 S.F.

COVERED PATIO

OPEN COURTYARDEQUESTRIAN BARN

3,176 S.F.COVERED OVERHANG

842 S.F.

LOT AREA

GROSS LOT AREA 22 ACRE 958,320 NET LOT AREA 22 ACRE 958,320

MAXIMUM ALLOWED F.A.R. (N1) 5,700 S.F.

FLOOR AREA CALCULATIONS

MAIN HOUSE 3,663 S.F. ATTACHED GARAGE 888COVERED ENTRY AND ARCADE 440

ACCESSORY DWELLING UNIT * 1,345ATTACHED GARAGE 387

EQUESTRIAN BARN * 3,176

GRAND TOTAL 4,991 S.F.

F.A.R. 88%

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/16" = 1'-0"

6/6/

2018

11:

26:0

9 AM

2018-06-05

ProjectNumber

A1.2

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

F.A.R. & AREACALCULATIONS

Revision Schedule# Date Description

1/16" = 1'-0"

FLOOR AREA CALCULATION AND F.A.R.

A6.3 2

BEDROOM

BEDROOM

BEDROOMBATH

FAMILY ROOM OFFICE

BATH

F.F.: 1041.0'

25' - 0" 14' - 4" 26' - 11" 24' - 11"

14' -

6"

42' -

0"

22' -

0"

10' -

0"

COURTYARD

KITCHEN

GYM

MASTER BEDROOMMASTER

BATH

MASTER CLOSET

MUD ROOM

LIVING ROOM

ENTRY TOWER

PANTRY

PDR

BRM

GARAGE

W/HMECH.

BIKES

D W

WORKBENCH

OPEN COVERED

WALK

COVERED PORCH

DN 3R

F.F.: 1041.0'

F.F.: 1042.5'F.F.: 1042.0'

38' -

10"

13' -

3"

22' -

11"

10' -

0"

7' - 5" 65' - 3" 12' - 6"

91' - 2"

78' -

6"

85' - 2"

1040.5

F.G.

F.G.

1040.5'F.G.1040.5'

F.G.1040.3'

F.G.1040.5'

1041.8'

F.S.

1042.0'F.S.

1042.0'

F.G.

F.G.

1040.5'

ARC

HAR

CH

ARC

H

F.G.

1040.5'

1040.85'

3' -

2"15

' - 1

"4'

- 8"

4' -

0"7'

- 4"

1' -

11"

10' -

9"

28' -

1"

3' - 2" 7' - 3" 9' - 5" 18' - 0" 18' - 0" 9' - 5"

8' -

0"6'

- 6"

5' -

10"

10' -

9"

15' -

10"

9' -

7"3'

- 11

"13

' - 5

"4'

- 8"

A6.2

2

A6.2

1

A6.31

DN 2R

A6.13

A6.1

2

A6.1

1

A6.1 4REF.

DN 3R

2X4 STUD WALL

2X6 STUD WALL

WALL LEGEND

18" STUD WALL

2X8 EXT. STUD WALL

12" STUD WALL

BUILDING AREAS NET GROSS

HOUSE: 2,244 S.F. 2,446 S.F.ATTACHED GARAGE: 814 S.F. 882 S.F.COVERED ENTRY AND PATIOS: 979 S.F.OPEN COURTYARD 882 S.F.

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

As indicated

6/1/

2018

3:1

9:41

PM

2018-06-01

ProjectNumber

A2.1

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

FLOOR PLAN

1/8" = 1'-0"

FLOOR PLAN

Revision Schedule# Date Description

3' - 6"4' - 6"

3' -

6"7'

- 2"

COURTYARD

KITCHEN

5' - 0"

GYM

MASTER BEDROOM

MASTER BATH

MASTER CLOSET

35' - 4"

MUD ROOM

13' - 3"

12' -

11"

3' - 2"

5' -

0"

LIVING ROOM

5' -

5"

51' - 10"14' - 4"25' - 0"

6' -

0"

ENTRY TOWER

11' - 11"2' - 0"

12' - 1"

PANTRY

PDR

BRM

11' - 9"

3' - 6"

2' -

4"

20' - 9"

GARAGE

W/HMECH.

12' - 2" 5' - 2"

14' - 4"

8' -

0"

9' -

1"12

' - 0

"

29' -

6"

BIKES

9' - 6"

8' -

3"

4' -

0"

16' - 10"

D W

WORKBENCH

3' - 11 1/2"5' - 0"3' - 2 1/2"25' - 11"

2' - 0"

7' -

2"

42' -

0"

22' -

0"

6' - 0"12' - 6"9' - 5"18' - 0"18' - 0"9' - 5"7' - 3"3' - 2"7' - 5"

77' -

0"

91' - 2"

22' -

11"

13' -

3"

38' -

10"

2' -

0"

3' - 0"

8' - 1"

7' -

10"

6' - 0"

4' - 11"

OPEN COVERED

WALK

COVERED PORCH

4' - 7"14' - 5"

12' -

6"

2' - 0"

10' - 8"9' - 5"4' - 10"0' - 0"5' - 9"16' - 2"5' - 1"7' - 2"7' - 2"12' - 6"12' - 6"

8' -

6"11

' - 0

"8'

- 7"

10' -

9"

1' -

11"

11' -

4"

4' -

8"15

' - 1

"3'

- 2"

85' - 2"

6' -

6"5'

- 10

"10

' - 9

"15

' - 1

0"9'

- 7"

3' -

11"

13' -

5"

4' -

8"

3' -

8"

12' -

0"

F.F.: 1041.0'

DN 3R

F.F.: 1042.0'

DN 2R

SITE

WA

LL

1040.8'

F.S.

F.F.: 1040.9

F.F.: 1041.0'

1042.0

T.O.W.

F.F.: 1042.5'

1041.7F.S.

1041.5

1040.5'

F.S.

STEPDN

STEPDN

DR

DR

DR

DR

6' - 11" 1A5.1

1A5.1

STEP DN

101

102

115

117

140

136138

139

107

137

112

125

141

126

131 129

128

135

133

134

118

119

120

122

123

124

121

109

116

103

130

132

104106

108

111

110

BEDROOM 1

BEDROOM 3

BEDROOM 2

BATH 2

FAMILY ROOM OFFICE

BATH 1

F.F.: 1041.0'

BRM

F.G.

1040.5'

F.G.1040.5'

F.G.1040.3'

1041.8'

F.S.

1042.0'

F.G.

F.G.

1040.5'

1040.85'

113

114

REF.DBL.

OVEN

A

I

H

L

M

O

N

E

D

R

Q

T

F

K

CB

P

2A5.1

2A5.1

3' -

6"

1040.3'

F.G.

F.S.

1048.8

S

STEP

DN

STEP DN

STEPDN

23X

105

3A5.2

3A5.2

VESTIBULE

CLOSET

3' - 0" 5' - 6"

4' - 10"

FOUNTAIN

SEC

TIO

N L

INE

SECTION LINE

1040.8'

F.S.

STEPDN

1' -

5"3'

- 2"

1' -

5"

112

111

1042.4

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:2

2:58

PM

2018-06-01

ProjectNumber

A2.2

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

FLOOR PLAN

Revision Schedule# Date Description

BUILDING AREAS NET GROSS

RESIDENCE 1207 S.F. 1340 S.F.GARAGE 333 S.F. 388 S.F.

91' - 0"

7' -

0"16

' - 0

"10

' - 0

"

5' - 0"4' - 4"5' - 0"

14' - 0" 30' - 10" 11' - 6" 34' - 8"

28' -

0"

2' -

0"

35' - 7"

COVERED PORCH

12' -

2"

R

14' - 0" 77' - 0"

12' - 0" 3' - 1" 6' - 1"

3' -

4"

11' - 5"

2' -

0"

2' -

6"

12' -

2"

3' -

7"12

' - 5

"

13' -

0"

9' -

1"5'

- 11

"

5' - 9" 11' - 0" 16' - 3" 16' - 3" 10' - 10" 10' - 3" 6' - 2 3/4"

7' - 0" 7' - 0" 10' - 3" 20' - 7" 5' - 9" 5' - 9" 11' - 11" 11' - 11" 10' - 10"

33' -

0"

30' -

0"

3' - 6" 7' - 7"8' - 1" 3' - 6"

3' -

4"

8' -

2"2'

- 6"

R

GARAGE13X24

F.F. 1045.5'

BEDROOM 212X12

BATHCLOSET

W D

BEDROOM 112X12

MECH.

PDR

ENTRYF.F. 1044.0'

DN 3R

1043.9

12' - 11"201

202203204205

206

215

212

211

214

207

208

209

213

2A

2B 2C

2D

2E2G

2J

2K2L

KITCHEN

LIVING ROOM

210

90' - 6 3/4"

14' - 0" 77' - 0"

2F

TYP.

10' - 10"

1045.4

1046.3

1044.9 1044.4 1043.9

T.W.

1046.3

T.W.

ENTRYPATIO

CONC. WALK 1046

1046

1040

1042

1045.31045.4

DN4R

1042

1043.9

4' - 0" 6' - 0" 4' - 0"

2I 2H

1043.9

1042.4

2X4 STUD WALL

2x8 STUD WALL

WALL LEGEND

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4

2 7

8 (

S A

N T

A B

A R

B A

R A

) 8

0 5

. 9

6 6

. 7

6 6

8 ●

F A

X 8

0 5

. 9

6 6

. 7

6 9

8 ●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, de

sign

s an

d pl

ans

indi

cate

d or

rep

rese

nted

by

thes

e dr

awin

gs a

re o

wne

d by

and

are

the

pro

pert

y of

Tho

mas

Mea

ney

and

wer

e cr

eate

d an

d de

velo

ped

for

use

in c

onju

ncti

on w

ith

the

spec

ifie

d pr

ojec

t. N

one

of s

uch

idea

s, d

esig

ns,

or p

lans

sha

ll be

use

d fo

r an

y pu

rpos

e w

itho

ut t

he w

ritt

en p

erm

issi

on o

f Th

omas

Mea

ney.

Cop

yrig

ht ©

200

6 A

ll ri

ghts

res

erve

d. T

hom

as M

eane

y Ar

chit

ect,

Inc.

Date

Scale

Drawn

Job #

Sheet

Renew 8/31/16

AW

As indicated

6/5/

2018

12:

34:1

9 PM

2018-06-05

ProjectNumber

A2.3

RAM

M R

ESID

ENCE

- AC

C. D

WEL

LING

UNI

T11

5 C

LAYT

ON

RO

ADSA

N J

OSE

, CA

PROPOSEDACCESSORY

DWELLING UNIT

1/4" = 1'-0"

ACCESSORY DWELLING UNIT PLAN

D W

22' -

6"

48' -

6"

33' - 6" 58' - 0"

71' -

0"

12' - 5"11' - 8"11' - 8"11' - 8"

21' -

0"

23' -

9"

24' -

4"

12' -

3"

11' -

8"

11' -

8"

11' -

8"

12' - 0"19' - 6"

91' - 6"

OFFICE

TACKUP12'-0" X 11'-8"

HAY AND GRAIN

TRAILER AND TRACTOR

TACK ROOM

BATH ROOM

9"8'

- 7"

13' -

2"

33' - 6" 9' - 4" 48' - 8"

12' - 0"20' - 0"

5' - 2"

14' - 4"

8' -

5"

11"

12' -

1"

12' -

1"

12' -

1"

12' -

1"

12' - 1" 12' - 1" 12' - 1" 12' - 1" 1' - 1"

STALL12'-0" X 11'-8"

STALL12'-0" X 11'-8"

STALL12'-0" X 12'-3"

TACKUP12'-0" X 11'-8"

STALL12'-0" X 11'-8"

STALL12'-0" X 11'-8"

STALL12'-0" X 12'-5"

6' - 6" 20' - 6" 6' - 6" 8' - 7" 9"

11' -

1"

10' -

8"

12' -

1"

12' -

1"

12' -

4"

12' -

9"

8' - 10" 8' - 0" 8' - 0" 8' - 9" 14' - 8" 12' - 1" 12' - 1" 12' - 1" 7' - 2"

1047.51047.5

1047.5 1047.5

8' - 5"12' - 0"

304

301

306

307

308

303

305

302

GARAGE

3B 3C

3D 3E 3F 3G

3I3J

3H

OPE

N

OPEN

3A

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

18

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:5

5:46

PM

2018-06-01

ProjectNumber

A2.4

RAM

M R

ESID

ENCE

- EQ

UEST

. BAR

N11

5 C

LAYT

ON

RO

ADSA

N J

OSE

, CA

EQUESTRIANBARN PLAN

1/4" = 1'-0"

EQUESTRIAN BARN PLAN

Revision Schedule# Date Description

5" /

1'-0

"

5" / 1'-0" 5" / 1'-0"

5" /

1'-0

"

5" /

1'-0

"

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

5" / 1'-0" 5" / 1'-0"

5" / 1'-0"

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

5" /

1'-0

"5"

/ 1'

-0"

3" /

1'-0

"

5" /

1'-0

"

3" /

1'-0

"

12'-0"PLATE

8"

4"

8"

4"

10"

10"

OVERHANG, TYP.

OVERHANG, TYP.

OVERHANG, TYP.

OVERHANG, TYP.

2' - 2"

4"

8"OVERHANG, TYP.

OVERHANG, TYP.

10'-0"PLATE

10'-0"PLATE

10'-0"PLATE

9'-0"PLATE

15'-6"PLATE

9'-6"PLATE

10'-0"PLATE

9'-0"PLATE

11'-0"PLATE

12'-0"PLATE

9'-6"PLATE

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:2

6:46

PM

2018-06-01

ProjectNumber

A3.1

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

ROOF PLAN

Revision Schedule# Date Description

1/4" = 1'-0"

ROOF PLAN

PITCH BREAK

9'-0"

4"

8" OVERHANG, TYP.

OVERHANG, TYP.

9'-0"

8"

4"OVERHANG, TYP.

8'-0"

9'-0"

10'-0"

10'-0"

2 1/

2" /

1'-0

"4"

/ 1'

-0"

4" /

1'-0

"

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

OVERHANG, TYP.1' - 6"OVERHANG, TYP.

PITC

H B

REA

K

4" / 1'-0" 4" / 1'-0"

4"

8"OVERHANG, TYP.

OVERHANG, TYP.

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4

2 7

8 (

S A

N T

A B

A R

B A

R A

) 8

0 5

. 9

6 6

. 7

6 6

8 ●

F A

X 8

0 5

. 9

6 6

. 7

6 9

8 ●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, de

sign

s an

d pl

ans

indi

cate

d or

rep

rese

nted

by

thes

e dr

awin

gs a

re o

wne

d by

and

are

the

pro

pert

y of

Tho

mas

Mea

ney

and

wer

e cr

eate

d an

d de

velo

ped

for

use

in c

onju

ncti

on w

ith

the

spec

ifie

d pr

ojec

t. N

one

of s

uch

idea

s, d

esig

ns,

or p

lans

sha

ll be

use

d fo

r an

y pu

rpos

e w

itho

ut t

he w

ritt

en p

erm

issi

on o

f Th

omas

Mea

ney.

Cop

yrig

ht ©

200

6 A

ll ri

ghts

res

erve

d. T

hom

as M

eane

y Ar

chit

ect,

Inc.

Date

Scale

Drawn

Job #

Sheet

Renew 8/31/16

AW

1/4" = 1'-0"

6/5/

2018

12:

39:5

6 PM

2018-06-05

ProjectNumber

A3.3

RAM

M R

ESID

ENCE

- AC

C. D

WEL

LING

UNI

T11

5 C

LAYT

ON

RO

ADSA

N J

OSE

, CA

ACC. DWELLINGUNIT ROOF PLAN

1/4" = 1'-0"

ROOF PLAN

2" / 1'-0"

5" /

1'-0

"5"

/ 1'

-0"

2" /

1'-0

"

PITCH BREAK

10'-0"

8"

OVERHANG, TYP.

OVERHANG, TYP.

1' - 6"

4"

OVERHANG, TYP.

10'-0"

9'-0"10'-0"10'-0"

OVERHANG, TYP. 1' - 6"OVERHANG, TYP.

OVERHANG, TYP.

8"

9'-0"

4"

8"

PITC

H B

REA

K5" / 1'-0"5" / 1'-0"5" / 1'-0"5" / 1'-0"

8"

OVERHANG, TYP.

OVERHANG, TYP.

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

18

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:5

6:26

PM

2018-06-01

ProjectNumber

A3.4

RAM

M R

ESID

ENCE

- EQ

UEST

. BAR

N11

5 C

LAYT

ON

RO

ADSA

N J

OSE

, CA

EQ. BARN ROOFPLAN

Revision Schedule# Date Description

1/4" = 1'-0"

EQUESTRIAN BARN PLAN

A6.3 2

1A5.1

1A5.1

A6.1 4

2A5.1

2A5.1

8x12

4x8

8x10

SLO

PE

8'-0" H.P.

6'-0" SPRINGARCH

12'-0"FLAT SL

OPE

x12'-0"

FLAT

12'-0"FLAT

12'-0"FLAT

11'-0"FLAT

11'-0"FLAT

10'-0"FLAT

9'-6"FLAT

9'-6"FLAT

9'-6"FLAT

8'-0"FLAT

9'-6"FLAT

10'-0"FLAT

SLOPE

8'-0" H.P.

6'-0" SPRINGARCH

8'-0" H.P.

6'-0" SPRINGARCH

8'-0" H.P.

6'-0" SPRINGARCH

TRU

SS 8

x8

9'-0"FLAT

9'-0"FLAT

9'-6"FLAT

3A5.2

3A5.2

8'-0" H.P.6'-0" SPRING

ARCH

10'-0"FLAT

8'-6"FLAT

SLOPESLOPE

9'-0"FLAT

8x12

6x8

6x8

6x8

14' - 4"

12' -

6"

TRU

SS 8

x8

TRU

SS 8

x8

TRU

SS 8

x8

10'-0"FLAT

10'-0"FLAT

8'-7"SLOPE

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:2

6:06

PM

2018-06-01

ProjectNumber

A4.1

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

REFLECTEDCEILING PLAN

Revision Schedule# Date Description

MAIN F.F.1041.00

10'-0" PLATE1051.00

ENTRY TOWER1042.50

12'-0" PLATE1053.00

15'-6" TOWER PLATE1058.00

2A5.1

2' -

0"6'

- 0"

R 5' - 5 1/2"

R 2' - 6 1/2"

2' -

1"6'

- 0"

OPEN COVERED WALKLIVING ROOMCOVERED PORCH

5" / 1'-0"

3" / 1'-0"

3" /

1'-0

"5"

/ 1'

-0"

ENTRY TOWER1040.9 1040.9

3A5.2

3' -

2"3'

- 6"

1' -

6"

1041.0

R 2' - 4"

8x12

8x8

8x8

MAIN F.F.1041.00

10'-0" PLATE1051.00

UPPER 10' PLATE1052.50 LOWER 11'-0" PLATE

1052.00

1A5.1

9' - 0"

11' -

1"

8' -

0"

1A5.1

KITCHENMUD ROOM

3" / 1'-0"

5" / 1'-0"

NO VENTILATION REQUIRED

ATTIC

R 5' - 5 1/2"

8' -

0"

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:2

9:40

PM

2018-06-01

ProjectNumber

A5.1

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

BUILDINGSECTIONS

Revision Schedule# Date Description

1/4" = 1'-0"

SECTION 1

1/4" = 1'-0"

SECTION 2

MAIN F.F.1041.00

MAIN 11' PLATE1052.00

MAIN 9' PLATE1050.00

10'-0" PLATE1051.00

GARAGE F.F.1042.00

1A5.1

10' -

1"

GARAGE

COVERED WALKHALLPDR ROOMPANTRYFOUNTAIN

8' -

0"

NO VENTILATION REQUIRED

ATTIC

COURTYARD

NO VENTILATION REQUIRED

ATTIC

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:3

1:59

PM

2018-06-01

ProjectNumber

A5.2

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

BUILDINGSECTIONS

Revision Schedule# Date Description

1/4" = 1'-0"

SECTION 3

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/8" = 1'-0"

6/1/

2018

3:4

0:03

PM

2018-06-01

ProjectNumber

A6.1

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

EXTERIORELEVATIONS

Revision Schedule# Date Description

1/8" = 1'-0"

SOUTH ELEVATION

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

EAST ELEVATION 1/8" = 1'-0"

WEST ELEVATION

MAIN F.F.1041.00

8'-0" PLATE1049.00

ENTRY TOWER1042.50

9'-6" PLATE1050.50

GARAGE F.F.1042.00

2' -

6"6'

- 0"

1042.0

LOWER 11'-0" PLATE1052.00

15'-6" TOWER PLATE1058.00

1040.9

1A5.1

ABO

VE (E

) NAT

. GR

ADE

20' -

4"

(E) GRADE(E) GRADE

1

18

12

3 620

14

11

8

17

11

22

5

18

1517

11

3

1 2

7

5

2

9

C B

102 A

101

MAIN F.F.1041.00

10'-0" PLATE1051.00

12'-0" PLATE1053.00

1A5.1

3' -

0"

1040.51040.9

1

26

3

11

8

5

11

13

11

8

5 27

28

3

2

L

136

K

106 105 104

X

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:3

5:11

PM

2018-06-01

ProjectNumber

A6.2

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

EXTERIORELEVATIONS

1/4" = 1'-0"

NORTH ELEVATION

1/4" = 1'-0"

SOUTH ELEVATION

Revision Schedule# Date Description

PITCH BREAK

3' -

0"

2A5.1

3A5.2

1040.7

MAIN F.F.1041.00

10'-0" PLATE1051.00

12'-0" PLATE1053.00

GARAGE F.F.1042.00

LOWER 11'-0" PLATE1052.00

1040.9 1040.5

2A5.1

3A5.2

1

5

17

11

2

3

20

7

5

21

7

21

28

27

11

13

26

111 110

109

O

108

N

M

1040.9

1041.9

Date

Scale

Drawn

Job #

Sheet

AW

1/4" = 1'-0"

6/1/

2018

3:4

0:44

PM

2018-06-01

ProjectNumber

A6.3

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

EXTERIORELEVATIONS

1/4" = 1'-0"

EAST ELEVATION

1/4" = 1'-0"

WEST ELEVATION

A.D.U. F.F.1044.00

9' PLATE1053.00

10' PLATE1054.00

8' PLATE1052.00

GARAGE F.F.1045.50

GARAGE 9'-0 PLATE1054.50

10461046.3

T.O.W.

2C 2B 2L206

1045.4F.G. F.G.

A.D.U. F.F.1044.00

10' PLATE1054.00

PITCH BREAK

GARAGE F.F.1045.50

GARAGE 9'-0 PLATE1054.50

1041.51042

1043.9

1041.5

2G204 203

2F 2E202

2H2I

A.D.U. F.F.1044.00

9' PLATE1053.00

10' PLATE1054.00

GARAGE F.F.1045.50

1046

10421041.4

30"

2D

205

A.D.U. F.F.1044.00

GARAGE F.F.1045.50

GARAGE 9'-0 PLATE1054.50

1042

2K 2J

1045.4

F.G.

F.G.

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4

2 7

8 (

S A

N T

A B

A R

B A

R A

) 8

0 5

. 9

6 6

. 7

6 6

8 ●

F A

X 8

0 5

. 9

6 6

. 7

6 9

8 ●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, de

sign

s an

d pl

ans

indi

cate

d or

rep

rese

nted

by

thes

e dr

awin

gs a

re o

wne

d by

and

are

the

pro

pert

y of

Tho

mas

Mea

ney

and

wer

e cr

eate

d an

d de

velo

ped

for

use

in c

onju

ncti

on w

ith

the

spec

ifie

d pr

ojec

t. N

one

of s

uch

idea

s, d

esig

ns,

or p

lans

sha

ll be

use

d fo

r an

y pu

rpos

e w

itho

ut t

he w

ritt

en p

erm

issi

on o

f Th

omas

Mea

ney.

Cop

yrig

ht ©

200

6 A

ll ri

ghts

res

erve

d. T

hom

as M

eane

y Ar

chit

ect,

Inc.

Date

Scale

Drawn

Job #

Sheet

Renew 8/31/16

AW

1/4" = 1'-0"

6/5/

2018

12:

36:1

5 PM

2018-06-05

ProjectNumber

A6.4

RAM

M R

ESID

ENCE

- AC

C. D

WEL

LING

UNI

T11

5 C

LAYT

ON

RO

ADSA

N J

OSE

, CA

EXTERIORELEVATIONS

1/4" = 1'-0"

NORTH ELEVATION

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

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

WEST ELEVATION

BARN F.F.1048.00

10' - 0" PLATE1058.00

9' - 0" PLATE1057.00

1047.5

1047.5

BARN F.F.1048.00

10' - 0" PLATE1058.00

9' - 0" PLATE1057.00

1047.5

2' -

0"6'

- 0"

R 8' - 0"

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

18

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:5

7:08

PM

2018-06-01

ProjectNumber

A6.5

RAM

M R

ESID

ENCE

- EQ

UEST

. BAR

N11

5 C

LAYT

ON

RO

ADSA

N J

OSE

, CA

EXTERIORELEVATIONS

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

EAST ELEVATION

Revision Schedule# Date Description

BARN F.F.1048.00

10' - 0" PLATE1058.00

1047.5

BARN F.F.1048.00

10' - 0" PLATE1058.00

1047.51047.5

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

18

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:5

7:39

PM

2018-06-01

ProjectNumber

A6.6

RAM

M R

ESID

ENCE

- EQ

UEST

. BAR

N11

5 C

LAYT

ON

RO

ADSA

N J

OSE

, CA

EXTERIORELEVATIONS

1/4" = 1'-0"

WEST ELEVATION

1/4" = 1'-0"

NORTH ELEVATION

Revision Schedule# Date Description

1. CLASS 'A' ROOF, RECLAIMED TERRA COTTA TILE CAPS & TERRA COTTA TILE PANS, STAGGER TILE FIELD AND VERIFY SUPPLY & LAY W/ ARCHITECT, WIRED INSTALLATION, STACK EAVE TILES TWO HIGH WITH STAGGERED OVERHANG TOP TILE OF 1”-3”, MORTAR BIRDS MOUTH OPENING TO PREVENT THE INTRUSION OF POTENTIAL FLAMES AND EMBERS, OVER EXTERIOR PLY AND 2 LAYERS WATERPROOF BITUMINOUS UNDERLAYMENT (1 LAYER BASE SHEET NAILED & 1 LAYER GRANULATED TOP SHEET TORCH DOWN), VALLEY FLASHING 24 GAUGE CORROSION RESISTANT SHEET METAL OVER 36" MIN. WIDE UNDERLAYMENT OF 72# MINERAL-SURFACED NON-PERFORMANCE CAP SHEET SHEET (ASTM D3909) THE FULL LENGTH OF VALLEY

2. 5"Ø HALF ROUND COPPER GUTTER W/ 4"Ø COPPER DOWNSPOUT, HINGED COPPER GUTTER GUARD, LOCK ON STYLE, COMPATIBLE W/ 5" GUTTERS TO PREVENT THE ACCUMULATIONOF LEAVES AND DEBRIS, CONNECT DRAINAGE TO STORM DRAIN SYSTEM

3. 7/8" EXTERIOR PLASTER, INTEGRAL COLOR, SUPPLY: DAVIS COLORS (WWW.DAVISCOLORS.COM), SMOOTH STEEL TROWEL FINISH W/ TIGHT HAND FORMED CORNERS, INTEGRATE FIBERGLASS MESH INTO WET BASE BROWN COAT (OMEGA PRODUCTS INTERNATIONAL CRACK ISOLATION SYSTEM OR EQUIVALENT), OVER METAL LATHE, TWO LAYERS JUMBO TEX 60 MIN. WEATHER RESISTANT BARRIER, AND EXTERIOR PLY, EXTERIOR FINISH TO EXTEND FROM TOP OF FOUNDATION TO ROOF TERMINATING AT 2" NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, COLOR: VERIFY W/ ARCHITECT

4. 2X8 BRICK SURROUND & HEADER TO MATCH ROOF PER DETAIL, SUPPLY: GEORGE DAVIDSON, VERIFY W/ ARCHITECT5. EXPOSED CEDAR LINTEL, SEMI-TRANSPARENT STAIN COLOR - DRIFTWOOD (VERIFY W/ ARCHITECT), NON-TREATED, PLUMB CUT ENDS W/ EASED EDGES, TEXTURE PER ARCHITECT,

SIZES: 3 1/2" AT OPENINGS 3'-0" OR LESS, 5 1/2" AT OPENINGS 3'-0"-6'-0", AND 7 1/2" AT OPENINGS GREATER THAN 6'-0", OVERHANG BEYOND SIDES TO BE TWICE THE HEIGHT OF LINTEL

6. LEADED WINDOW - PER WINDOW SCHEDULE SHEET A8.27. EXTERIOR DOOR - PER DOOR SCHEDULE SHEET A8.28. EXTERIOR WINDOW - PER WINDOW SCHEDULE SHEET A8.29. 6X6 APPLIED DOUGLAS FIR RAFTER TAILS PER DETAIL, 32" O.C. MAX., *REFER TO NOTE10. 2X6 T&G KILN DRIED DOUGLAS FIR EAVES PER DETAIL, NO 'V' GROOVE11. 1 1/2" THICK TERRA COTTA SILL TRIM PER DETAIL, OVER SCRATCH COAT, METAL LATHE, TYVEK AND EXTERIOR PLY, SUPPLY: GEORGE DAVIDSON, COLOR: VERIFY W/ ARCHITECT12. NON WOOD BURNING FIREPLACE PER PLAN, ALL FIREBOXES SET FLUSH W/ TOP OF HEARTH ON NON-COMBUSTIBLE METAL FRAMING PER MFR. SPEC., 20" MIN. CLEARANCE FROM

FIREPLACE OPENING TO COMBUSTIBLE FLOORING, PROVIDE COMBUSTION AIR INTAKE FROM OUTSIDE AIR DIRECTLY INTO FIREBOX MIN. 6 SQUARE INCHES AND EQUIPPED WITH A READILY ACCESSIBLE / OPERABLE / TIGHT- FITTING DAMPER, EXTERIOR AIR INTAKE BELOW FIREBOX AND SCREENED W/ 1/4" CORROSION RESISTANT WIRE MESH, PROVIDE GASSUPPLY & KEY IN ACCORDANCE TO MFR SPECS. AND WITHIN 6' MAX. FROM THE GAS OUTLET, PROVIDE GLASS DOORS COVERING THE ENTIRE OPENING OF FIREBOX, PROVIDEAPPROVED INSTALLATION INSTRUCTIONS AT JOB SITE AT TIME OF INSPECTION. MASONRY FIREPLACE, MFR: ISOKERN IBV 36 - CUSTOM GAS (WWW.ISOKERN.NET), FIREBOX SIZE -36"WX42"H, HEARTH HEIGHT - VERIFY W/ARCHITECT, FIREPLACE INSTALLATION PER MFR SPECS, REPORTS & LISTINGS (ICC ESR 2316 / UL127 / ULC610 / UL103HT / ANSI Z223.1 / ANSI Z21.50).

13. CHIMNEY PER DETAIL, W/ CLASS 'A' INSULATED DOUBLE WALL STAINLESS STEEL FLUE FOR ALL CHIMNEY LENGTHS & ASSOCIATED COMPONENTS PER MFR SPECS, REPORTS & LISTINGS (UL103), MFR: DURAVENT - DURATECH 12" (WWW.DURAVENT.COM), PROVIDE SHROUD AND SPARK ARRESTOR TO COMPLY PER (CRC SECTION R1003.9.1), CHIMNEY TO EXTEND 2' ABOVE ANY PORTION OF THE BUILDING AND ROOF WITHIN 10' OF THE CHIMNEY OUTLET AND 3' ABOVE THE HIGHEST POINT WHERE CHIMNEY PASSES THROUGH ROOF, NET FREE AREA UNDER CHIMNEY CAP TO BE 4 TIMES GREATER THAN THE AREA OF THE CHIMNEY FLUE OUTLET

14. HAND FORGED IRON WINDOW GRILLE PER DETAIL, PROVIDE SHOP DRAWINGS & SAMPLE TO ARCHITECT, TYPICAL FOR ALL IRONWORK15. HAND FORGED BAY WINDOW IRON GRILLE PER PLAN & DETAIL, PROVIDE SHOP DRAWINGS AND SAMPLE TO 10X12 DOUGLAS FIR BEAM PER DETAIL, *REFER TO NOTE16. SQUARE COLUMN PER PLAN & DETAIL, VERIFY W/ ARCHITECT17. BUTTRESS PER PLAN & DETAIL, PLASTER TO MATCH 318. GFRC PLASTER GRILLE PER PLAN & DETAIL, PLASTER TO MATCH 319. 8" C.M.U. BLOCK WALL, W/ PLASTER TO MATCH 320. EXTERIOR WALL MOUNTED SCONCE PER PLAN, 30 WATT HIGH EFFICIENCY LAMP W/ HEAVY SEEDED OBSCURED GLASS, MFR: STEVEN HANDELMAN STUDIOS, REFER TO MFR.

CUT SHEETS FOR MORE INFORMATION21. CEDAR PLANK GARAGE DOOR, WIRE BRUSHED PLANKS W/ EASED EDGES, 1/4" VERTICAL SAW CUT SEAM AT CENTER, HAND HAMMERED 1/8"X2" IRON STRAPS W/ DECORATIVE

CLAVOS BOLT HEADS EVERY OTHER BOARD THROUGHOUT LENGTH, DECORATIVE IRON PULL RINGS, SEMI-TRANSPARENT STAIN - PROVIDE SAMPLE TO ARCHITECT- TYPICAL, REFER TO DOOR SCHEDULE

22. 12"X12" TERRA COTTA PAVERS & STAIR TREADS, SLOPE 1/8" PER FT. TO DRAIN AWAY FROM STRUCTURES, STAIR LANDINGS 2% SLOPE MAX., PROVIDE 36" MIN. LANDING FROM FACE OF BUILDING WALL TO EDGE OF LANDING IN THE DIRECTION OF EGRESS AT EACH GRADE LEVEL EXIT, SUPPLY: GEORGE DAVIDSON

23. FOUNTAIN, VERIFY W/ LANDSCAPE PLANS24. WEEP SCREED, PROFILE TO ALLOW PLASTER BELOW SCREED PER DETAIL, PROVIDE 26 GAUGE MIN. GALVANIZED WEEP SCREED AT FOUNDATION, 4" MIN. ABOVE GRADE OR 2" MIN.

ABOVE CONCRETE/PAVING WHERE OCCURS25. STEGO WRAP 15 MIL CLASS I VAPOR BARRIER OR EQUIVALENT BELOW CRAWL SPACE RAT SLABS AND GARAGE FOUNDATION SLAB, VERIFY W/ GEOTECHNICAL REPORT26. 1 1/2" THICK ADHERED STONE VENEER W/ OVERSIZED CORNERS, LAY HORIZONTAL OVER SCRATCH COAT, METAL LATHE, GRADE D BUILDING PAPER (TWO LAYERS AT SHEAR

WALLS), AND EXTERIOR PLY, OVERGROUT TO MATCH PLASTER COLOR, VERIFY SAMPLE W/ ARCHITECT.27. 8x8 DOUGLAS FIR POST W/ 1/2 BEVEL EDGES28. 8x10 DOUGLAS FIR BEAM

101. DRYWALL - 5/8", CORNER FORM & TEXTURE PER ARCHITECT, W/ HAND FORMED CORNERS, PROVIDE SAMPLES

102. DRYWALL - 5/8" TYPE X, CORNER FORM & TEXTURE PER ARCHITECT, PROVIDE SAMPLES

103. DRYWALL - 5/8" TYPE WR, CORNER FORM & TEXTURE PER ARCHITECT, PROVIDE SAMPLES

104. ICYNENE SPRAY FOAM INSULATION AT ALL RAFTER BAYS & ATTIC EXTERIOR WALLS, R-30 PER T-24 ENERGY COMPLIANCE, NO ATTIC VENTILATION REQUIRED. ICYNENE PROSEAL ECO MD-R-210 U.N.O. ICC-ER REPORT# ESR-3493

105. BATT INSULATION AT ALL EXTERIOR WALLS, R-19 PER T-24 ENERGY COMPLIANCE

106. BATT INSULATION AT ALL INTERIOR WALLS AND FRAMED FLOORS

107. 30"X30" ATTIC ACCESS, PROVIDE 30" MIN. HEADROOM CLEARANCE ABOVE OPENING

108. FLOORING, FLUSH W/ ADJACENT FLOORING, VERIFY W/ ARCHITECT, PROVIDE SAMPLES

109. TILE FLOORING, THINSET OVER 3/8" MIN. HARDIE BACKERBOARD, RECESS TO FLUSH W/ ADJACENT FLOOR FINISH, VERIFY W/ ARCHITECT, PROVIDE SAMPLES

110. EPOXY COATING OVER CONCRETE GARAGE SLAB, VERIFY W/ OWNER

111. 36" ISOKERN MASONRY FIREPLACE PER PLAN, REFER TO DETAIL. MFR: ISOKERN - (WWW.ISOKERN.NET), FIREPLACE INSTALLATION PER MFR SPECS, REPORTS & LISTINGS (ICC ESR 2316 / UL127 / ULC610 / UL103HT / ANSI Z223.1 / ANSI Z21.50), FIREBOX SET FLUSH W/ TOP OF HEARTH ON NON-COMBUSTIBLE METAL FRAMING PER MFR. SPEC., HEARTH HEIGHT PER PLAN & 20" MIN. CLEARANCE FROM FIREPLACE OPENING TO COMBUSTIBLE FLOORING, PROVIDE COMBUSTION AIR INTAKE FROM OUTSIDE AIR DIRECTLY INTO FIREBOX MIN. 6 SQUARE INCHES AND EQUIPPED WITH A READILY ACCESSIBLE/OPERABLE/TIGHT- FITTING DAMPER, EXTERIOR AIR INTAKE BELOW FIREBOX AND SCREENED W/ 1/4" CORROSION RESISTANT WIRE MESH, PROVIDE GAS SUPPLY & KEY IN ACCORDANCE TO MFR SPECS. AND WITHIN 6' MAX. FROM THE GAS OUTLET, PROVIDE GLASS DOORS COVERING THE ENTIRE OPENING OF FIREBOX, PROVIDE APPROVED INSTALLATION INSTRUCTIONS AT JOB SITE AT TIME OF INSPECTION

112. STONE HEARTH, VERIFY W/ ARCHITECT

113. PLASTER NICHE, VERIFY W/ ARCHITECT

114. STONE SILL, VERIFY W/ ARCHITECT

115. NOT USED

116. 2X6 T&G CEDAR, NO 'V' GROOVE, NON-TREATED, LIGHT SANDBLAST, TEXTURE, EASED EDGES AND SEMI-TRANSPARENT STAIN - PROVIDE SAMPLE TO ARCHITECT.

117. FROSTED TEMPERED GLASS PARTION AND DOOR, PER OWNER

118. 8X10 APPLIED WOOD RIDGE BEAM W/ 8X8 END CORBEL PER DETAIL, SMOOTH W/ 1/2" COVE, VERIFY W/ ARCHITECT

119. 6X6 APPLIED WOOD BEAM, VERIFY W/ ARCHITECT

INTERIOR FINISHES

*NOTE - ALL COLORS VERIFY W/ ARCHITECT IN FIELD, ALL WOOD & HEAVY TIMBERS NON-TREATED, LIGHT SANDBLAST TEXTUREW/ EASED EDGES, SEMI-TRANSPARENT STAIN, FRAZEE, U.N.O. PROVIDE SAMPLE TO ARCHITECT- TYPICAL

EXTERIOR FINISHES

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:4

1:22

PM

2018-06-01

ProjectNumber

A8.1

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

FINISHES

Revision Schedule# Date Description

TYPE CTYPE BTYPE A TYPE D TYPE E TYPE F TYPE G

TYPE ITYPE H TYPE J

1. GLASS AND GLAZING SHALL CONFORM TO CODE AND WITH U.S. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS.

2. GLAZING SUBJECT TO HUMAN IMPACT SHALL CONFORM TO CODE AND WITH U.S. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS. GLAZED OPENINGS IN DOORS, FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE AND WITHIN 5 FT. OF THE TOP OR BOTTOM OF STAIRS OR LANDINGS SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD. FIXED PANELS [> 9 SQ FT] WITHIN 18" OF THE ADJACENT FLOOR SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD.

3. GLAZING IN SHOWER AND TUBS ENCLOSURES SHALL BE TEMPERED, LAMINATED OR APPROVED PLASTIC.

4. EGRESS WINDOWS IN SLEEPING ROOMS SHALL CONFORM TO UBC REQUIREMENTS:: MIN 20" WIDE BY 24" HT CLEAR WHEN IN THE OPEN POSITION. MAX HT AT BOTTOM OF OPENING TO BE 44" .

5. GLAZING IN EXTERIOR DOORS AND WINDOWS SHALL CONFORM TO HIGH FIRE REQUIREMENTS WITH AT LEAST ONE TEMPERED PANE.

6. VERIFY OPENINGS FOR REPLACEMENT WINDOWS

7. ALL GLAZING TO MEET MIN. REQUIREMENTS*: WINDOWS: .17 SHGC, .32 U-FACTOR

DOORS: .07 SHGC, .37 U-FACTOR

8. THE NFCR THERMAL PERFORMANCE LABELS SHALL REMAIN ON THE WINDOWS AND DOORS UNTIL FINAL INSPECTION

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:4

6:08

PM

2018-06-01

ProjectNumber

A8.2

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

DOOR SCHEDULE

Revision Schedule# Date Description

DOOR TYPES

DOOR SCHEDULE

NO. LOCATION TYPE WIDTH HEIGHT FINISH FRAME REMARKS

DOOR/WINDOW GLAZING NOTES

101 ENTRY A 7'-0" 8'-0" BRUSHED STEEL CUSTOM

MAIN HOUSE

102 BEDROOM 2 B 5'-0" 8'-0" STAINED WOOD PAIR, FRENCH, W/ 18"W OPERABLE SIDE LITES

103 BEDROOM 3 B 5'-0" 8'-0" STAINED WOOD PAIR, FRENCH, W/ 18"W OPERABLE SIDE LITES

108 MUDROOM D 3'-0" 7'-0" STAINED WOOD SASH

110 GARAGE E 9'-0" 8'-6" STAINED WOOD SINGLE, CEDAR PLANK - WIRE BRUSH, SECTIONAL

113 KITCHEN F 12'-0" 9'-0" BRUSHED STEEL 4-PANEL FRENCH FOLDING

104 LIVING ROOM C 6'-0" 8'-0" STAINED WOOD PAIR, FRENCH

115 VESTIBULE H 4'-0" 8'-0" BRUSHED STEEL SINGLE FRENCH

120 GARAGE STORAGE I 6'-0" 7'-0" STAINED WOOD DOUBLE, SOLID CORE

123 BEDROOM 1 CLOSET 5'-0" 6'-8" STAINED WOOD DOUBLE, SOLID CORE

DOOR SCHEDULE

NO. LOCATION TYPE WIDTH HEIGHT FINISH FRAME REMARKS

202 BEDROOM 1 H 5'-9" 8'-0" BRUSHED STEEL PAIR, SLIDER, TEMPERED

ACCESSORY DWELLING UNIT

EQUESTRIAN BARN

* VERIFY DESIRED DIMENSIONS AND TYPE W/ OWNER, TYP.

105 LIVING ROOM C 6'-0" 8'-0" STAINED WOOD PAIR, FRENCH

106 LIVING ROOM C 6'-0" 8'-0" STAINED WOOD PAIR, FRENCH

107 MASTER BEDROOM C 6'-0" 8'-0" STAINED WOOD PAIR, FRENCH

109 GARAGE D 3'-0" 7'-0" STAINED WOOD SASH

111 GARAGE E 9'-0" 8'-6" STAINED WOOD SINGLE, CEDAR PLANK - WIRE BRUSH, SECTIONAL

112 BEDROOM 1 B 5'-0" 8'-0" STAINED WOOD PAIR, FRENCH, W/ 18"W OPERABLE SIDE LITES

114 LIVING ROOM G 16'-0" 9'-0" BRUSHED STEEL 6-PANEL FRENCH FOLDING

116 MUDROOM D 3'-0" 7'-0" STAINED WOOD SASH

117 GYM B 5'-0" 8'-0" STAINED WOOD PAIR, FRENCH, W/ 18"W OPERABLE SIDE LITES

118 GARAGE D 3'-0" 7'-0" STAINED WOOD SASH

120 GARAGE STORAGE I 6'-0" 7'-0" STAINED WOOD DOUBLE, SOLID CORE

121 GARAGE STORAGE I 6'-0" 7'-0" STAINED WOOD DOUBLE, SOLID CORE

119 GARAGE W/H, MECH 3'-0" 7'-0" STAINED WOOD SINGLE, SOLID CORE

122 GARAGE STORAGE I 6'-0" 7'-0" STAINED WOOD DOUBLE, SOLID CORE

124 BEDROOM 1 CLOSET 5'-0" 6'-8" STAINED WOOD DOUBLE, SOLID CORE

125 BATH 1 2'-6" 6'-8" STAINED WOOD SINGLE, POCKET, PANEL

126 BEDROOM 2 CLOSET 2'-4" 6'-8" STAINED WOOD SINGLE, POCKET, PANEL

127 BATH 2 2'-0" 6'-0" TEMPERED GLASS 1/2", SHOWER, DUAL SWING

128 BEDROOM 3 6'-0" 6'-0" STAINED WOOD PAIR, SLIDING CLOSET, SOLID CORE

129 BEDROOM 3 3'-0" 7'-0" STAINED WOOD SWING, PANEL, SOLID CORE

130 BATH 2 3'-0" 7'-0" STAINED WOOD SWING, PANEL, SOLID CORE

131 BEDROOM 2 3'-0" 7'-0" STAINED WOOD SWING, PANEL, SOLID CORE

132 OFFICE 5'-0" 7'-0" STAINED WOOD DOUBLE POCKET, PANEL, SOLID CORE

133 POWDER 2'-6" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

134 BROOM 1'-9" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

135 PANTRY 2'-6" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

136 MASTER BEDROOM 3'-0" 7'-0" STAINED WOOD SWING, PANEL, SOLID CORE

137 MASTER BATH 2'-8" 7'-0" STAINED WOOD SWING, PANEL, SOLID CORE

138 MASTER CLOSET 2'-8" 7'-0" STAINED WOOD SWING, PANEL, SOLID CORE

139 MASTER BATH SHOWER 2'-0" 6'-0" TEMPERED GLASS 1/2", SHOWER, DUAL SWING

140 MUDROOM 3'-0" 7'-0" STAINED WOOD SWING, PANEL, SOLID CORE

141 BEDROOM 1 3'-0" 7'-0" STAINED WOOD SWING, PANEL, SOLID CORE

201 ENTRY D 3'-0" 7'-0" STAINED WOOD SASH

203 LIVING ROOM I 16'-0" 8'-0" BRUSHED STEEL QUAD, POCKETED SLIDER, TEMPERED

202 BEDROOM 2 H 5'-9" 8'-0" BRUSHED STEEL PAIR, SLIDER, TEMPERED

205 GARAGE D 3'-0" 7'-0" STAINED WOOD SASH

206 GARAGE E 9'-0" 8'-0" STAINED WOOD SINGLE, CEDAR PLANK - WIRE BRUSH, SECTIONAL

207 POWDER 2'-6" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

208 BEDROOM 1 3'-0" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

209 BEDROOM 1 CLOSET 5'-0" 6'-8" STAINED WOOD DOUBLE, SOLID CORE

210 MECH 2'-6" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

211 BEDROOM 2 3'-0" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

212 BATHROOM 2'-6" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

213 LAUNDRY 4'-0" 6'-8" STAINED WOOD DOUBLE, SOLID CORE

214 BEDROOM 2 CLOSET 2'-6" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

301 TACK ROOM 3'-0" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

302 OFFICE 3'-0" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

303 OFFICE 3'-0" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

304 GARAGE 3'-0" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

305 BATHROOM 2'-8" 6'-8" STAINED WOOD SWING, PANEL, SOLID CORE

306 GARAGE E 9'-0" 8'-0" STAINED WOOD SINGLE, CEDAR PLANK - WIRE BRUSH, SECTIONAL

307 TRACTOR GARAGE J 20'-0" 9'-0" STAINED WOOD DUAL, SWING, CEDAR PLANK - WIRE BRUSH

308 TRACTOR GARAGE J 20'-0" 9'-0" STAINED WOOD DUAL, SWING, CEDAR PLANK - WIRE BRUSH

TYPE CTYPE BTYPE A TYPE D TYPE E TYPE F TYPE G

1. GLASS AND GLAZING SHALL CONFORM TO CODE AND WITH U.S. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS.

2. GLAZING SUBJECT TO HUMAN IMPACT SHALL CONFORM TO CODE AND WITH U.S. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS. GLAZED OPENINGS IN DOORS, FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE AND WITHIN 5 FT. OF THE TOP OR BOTTOM OF STAIRS OR LANDINGS SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD. FIXED PANELS [> 9 SQ FT] WITHIN 18" OF THE ADJACENT FLOOR SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD.

3. GLAZING IN SHOWER AND TUBS ENCLOSURES SHALL BE TEMPERED, LAMINATED OR APPROVED PLASTIC.

4. EGRESS WINDOWS IN SLEEPING ROOMS SHALL CONFORM TO UBC REQUIREMENTS:: MIN 20" WIDE BY 24" HT CLEAR WHEN IN THE OPEN POSITION. MAX HT AT BOTTOM OF OPENING TO BE 44" .

5. GLAZING IN EXTERIOR DOORS AND WINDOWS SHALL CONFORM TO HIGH FIRE REQUIREMENTS WITH AT LEAST ONE TEMPERED PANE.

6. VERIFY OPENINGS FOR REPLACEMENT WINDOWS

7. ALL GLAZING TO MEET MIN. REQUIREMENTS*: WINDOWS: .17 SHGC, .32 U-FACTOR

DOORS: .07 SHGC, .37 U-FACTOR

8. THE NFCR THERMAL PERFORMANCE LABELS SHALL REMAIN ON THE WINDOWS AND DOORS UNTIL FINAL INSPECTION

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1/4" = 1'-0"

6/1/

2018

3:5

0:27

PM

2018-06-01

ProjectNumber

A8.3

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

WINDOWSCHEDULE

Revision Schedule# Date Description

WINDOW SCHEDULE

NO. LOCATION TYPE WIDTH HEIGHT HEAD HEIGHT FINISH GLAZING REMARKS

DOOR/WINDOW GLAZING NOTES

A BATH 1 A 1'-6" 3'-2" 8'-0" CEDAR DUAL, LOW E SINGLE. LEADED, PYRAMIDAL ARCH

MAIN HOUSE

B BATH 2 B 1'-6" 3'-2" 8'-0" CEDAR DUAL, LOW E SINGLE, W/ IRON GRILL

WINDOW SCHEDULE

NO. LOCATION TYPE WIDTH HEIGHT HEAD HEIGHT FINISH FRAME REMARKS

ACCESSORY DWELLING UNIT

EQUESTRIAN BARN

WINDOW TYPES

C BEDROOM 3 B 1'-6" 3'-2" 8'-0" CEDAR DUAL, LOW E SINGLE, W/ IRON GRILL

D OFFICE C 6'-0" 6'-4" 8'-0" CEDAR DUAL, LOW E PAIR

E PANTRY B 1'-6" 3'-2" 8'-0" CEDAR DUAL, LOW E SINGLE

F KITCHEN D 7'-6" 5'-0" 8'-6" CEDAR DUAL, LOW E PAIR

G KITCHEN B 1'-6" 3'-2" 8'-6" CEDAR DUAL, LOW E SINGLE

H LIVING ROOM C 4'-0" 6'-0" 8'-0" CEDAR DUAL, LOW E PAIR

I LIVING ROOM C 4'-0" 6'-0" 8'-0" CEDAR DUAL, LOW E PAIR

J LIVING ROOM B 2'-0" 4'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

K MASTER BEDROOM B 1'-2" 3'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

L MASTER BATH D 5'-0" 5'-4" 8'-0" CEDAR DUAL, LOW E PAIR

M MASTER BATH D 5'-0" 5'-4" 8'-0" CEDAR DUAL, LOW E PAIR

N MASTER CLOSET B 1'-6" 3'-2" 8'-0" CEDAR DUAL, LOW E SINGLE

O GYM B 2'-0" 4'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

P GARAGE B 6'-0" 6'-0" 8'-0" CEDAR DUAL, LOW E PAIR

V ENTRY TOWER F 1'-10" 1'-10" 8'-0" CEDAR DUAL, LOW E ROUND, FIXED

W ENTRY TOWER F 1'-10" 1'-10" 8'-0" CEDAR DUAL, LOW E ROUND, FIXED

R FAMILY ROOM B 2'-6" 5'-4" 8'-0" CEDAR DUAL, LOW E SINGLE

S FAMILY ROOM D 5'-0" 5'-4" 8'-0" CEDAR DUAL, LOW E PAIR

T FAMILY ROOM D 5'-0" 5'-4" 8'-0" CEDAR DUAL, LOW E PAIR

U LIVING ROOM B 1'-9" 3'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

2A ENTRY G 2'-0" 4'-1" 8'-0" CEDAR DUAL, LOW E SINGLE, LEADED, FLAT ARCH W/ IRON GRILL

2B KITCHEN B 2'-0" 4'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

2C BEDROOM 1 B 2'-0" 4'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

2D BEDROOM 1 B 2'-0" 4'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

2E HALL D 5'-0" 5'-4" 8'-0" CEDAR DUAL, LOW E PAIR

2F HALL D 5'-0" 5'-4" 8'-0" CEDAR DUAL, LOW E PAIR

2G GARAGE B 2'-0" 4'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

2H GARAGE B 2'-0" 4'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

2I BEDROOM 2 B 2'-0" 4'-0" 8'-0" CEDAR DUAL, LOW E SINGLE

3B BATHROOM B 2'-0" 4'-0" 8'-0" CEDAR TEMPERED SINGLE

3C TACK ROOM B 2'-0" 4'-0" 8'-0" CEDAR TEMPERED SINGLE

3D TACKUP B 2'-0" 4'-0" 8'-0" CEDAR NO GLAZING SINGLE

3E STALL B 2'-0" 4'-0" 8'-0" CEDAR NO GLAZING SINGLE

3F STALL B 2'-0" 4'-0" 8'-0" CEDAR NO GLAZING SINGLE

3G STALL B 2'-0" 4'-0" 8'-0" CEDAR NO GLAZING SINGLE

3H OFFICE B 2'-0" 4'-0" 8'-0" CEDAR TEMPERED SINGLE

3I STALL B 2'-0" 4'-0" 8'-0" CEDAR TEMPERED SINGLE

3J TRAILER GARAGE B 2'-0" 4'-0" 8'-0" CEDAR TEMPERED SINGLE

3A GARAGE B 2'-0" 4'-0" 8'-0" CEDAR TEMPERED SINGLE

R1/2"

R1/2"

NOTES1. ALL KEYNOTES PER FINISH SCHEDULE ON ELEVATION SHEETS

LINE OFCEDAR PLANK GARAGE DOOR THRESHOLD

2X4 CEDAR TRIM6"

WATERPROOF CAULKWATERPROOF CAULK

METAL FLASHING5

1/2" SHIM

METAL FLASHING

3

2XFRAMING

5/8" TYPE X GYP.1'-0"

1'-0"

INTERIOR EXTERIOR INTERIOR

GARAGE DOOR JAMB 162X WALL

2XFRAMING

5/8" TYPE X GYP.1'-0"

PER PLAN

BATT INSULATIONPER T-24

TYVEK

5/8" GYP.

31'-0"

BATT INSULATIONPER T-24

BATT INSULATIONPER T-24

4"

EXTERIOR INTERIOR

DOOR JAMB PLASTER - 12" WALL 12TYVEK2X WALL

PER PLAN

2X WALLPER PLAN

BATT INSULATIONPER T-24

2X FRAMINGTYVEK 5/8" GYP.

2X WALLPER PLAN

BATT INSULATIONPER T-24

3

5/8" GYP.

TYVEK

2X WALLPER PLAN

BATT INSULATIONPER T-24 TYVEK

EXTERIOR

DOOR JAMB PLASTER - TYP.INTERIOR

8EXTERIOR

LINE OF JAMB 5/8" GYP.2X WALL

PER PLAN

TYVEK

3

INTERIOR

3"=1'-0"

4

EXTERIOR

WINDOW HEAD LINTEL 4

4"

3

1/2" SHIM 1/2" FILLER

METAL FLASHING

1/2" SHIM 7

4"

1/2" FOAM FILLER

WHERE OCCURSPER PLAN

WATERPROOF CAULK

PER STRUC.

WHERE OCCURSPER PLAN

COPPER DRIP

4

LINE OFTHRESHOLD

4

2X WALLPER PLAN

5/8" GYP. BATT INSULATIONPER T-24

4"

TYVEK

3

COPPER DRIP 2X FRAMINGPER

37

PER

1/2" SHIM1/2" MIN.

STRUC.PLASTER

BEHINDHEADER

WATERPROOF CAULK6"

SLOPET.O.PAVER

4

INTERIOR CEDAR PLANK GARAGE DOOR EXTERIOR INTERIOR

GARAGE DOOR HEAD 15

F.O. SHEATHING

4

1/2" SHIM

PER STRUC.

BRICK OR CUTSTONE SURROUND

4"

METAL FLASHING1" 1/2" SHIM

WATERPROOF CAULKF.F.

SLOPET.O.PAVER

45/8" GYP.

PER PLAN (NTS)

INTERIOR

3"=1'-0"

PER PLAN (NTS)

5/8" GYP.

2X WALLPER PLAN

BATT INSULATIONPER T-24

3

TYVEKINTERIOR

EXTERIOR

MAIN ENTRY DOOR JAMB 14TYVEK

2X WALLPER PLAN

BATT INSULATIONPER T-24 4

1"PER

TILE / BRICK / ORSTONE TRIM

STRUC.

1/2" FILLERMETAL PAN FLASHING

4"3

1/2" SHIM

12"

4

F.O. SHEATHINGINTERIOR

3"=1'-0"

EXTERIOR

MAIN ENTRY DOOR HEAD 13 DOOR HEAD PLASTER 9

INTERIOR

3"=1'-0"

WATERPROOF CAULK5/8" GYP. 2X WALL

PER PLAN

BATT INSULATIONPER T-24

TYVEK

EXTERIOR

WINDOW JAMB PLASTER - TYP. 5

INTERIOR

3"=1'-0"

5/8" GYP. 2X WALLPER PLAN

BATT INSULATIONPER T-24

4"

TYVEK

EXTERIOR

WINDOW SILL PLASTER 1

4" 3

1/2" SHIM METAL FLASHING

1"

WATERPROOF CAULK WATERPROOF CAULK

45° SLOPED SILL

SLOPED FILLER

EXTERIOR

DOOR HEAD LINTEL 10 DOOR THRESHOLD SLAB 6

LINE OF SILL

CONCRETE SLAB & FOUNDATIONPER STRUC.

CONCRETE SLABPER STRUC.

INTERIOR

3"=1'-0"

5/8" GYP. 2X WALLPER PLAN

BATT INSULATIONPER T-24

4"

TYVEK

EXTERIOR

WINDOW SILL TILE

4

5 WHERE OCCURSPER PLAN

2

LINE OF JAMB

1/2" PLASTER MIN.THRESHOLD

METAL PAN FLASHING

4"

3

1 1/2"

METAL PAN FLASHING

FINISH FLOORTILE / BRICK / OR

STONE TRIM

7 WHERE OCCURSPER PLAN

4

12"

EXTERIOR

DOOR HEAD PLASTER - 12" WALL 11TYVEK

2X WALLPER PLAN

3LINE OF SILL

WATERPROOF CAULK

5/8" GYP.

COPPER FLASHING 5

INTERIOR

DOOR THRESHOLD RAISED FLOOR 7EXTERIOR

LINE OF JAMB

8"

RAISED FLOOR FRAMING & FOUNDATIONPER STRUC.

CONCRETE SLABPER STRUC.

INTERIOR

3"=1'-0"

EXTERIOR

WINDOW HEAD PLASTER 3

LINE OF JAMB

4

WHERE OCCURSPER PLAN

WATERPROOF CAULK

4

METAL PAN FLASHING

F.F.

1/2" SHIM

WATERPROOF CAULK

STRUC.THRESHOLD

FINISH FLOOR 4"

4PER STRUC. 5 WHERE OCCURS

PER PLAN

R1/2"R1/2"

R1/2"

R1/2"

R1/2"

R1/2"

R1/2"

R1/2"

R1/2"

6"6"

2"

+/-8

"2"

2"

1" M

AX

1" M

AX

2X FRAMING

2X FRAMING

3"=1'-0"

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

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

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

INTERIOR

WATERPROOF CAULKALL AROUND

1/2" SHIM

4 1/2"

2X CEDAR CASING6 6

BITUTHENE

LINE OF SILL

EXTERIOR

4 1/

2"

CORNER WINDOW JAMB

4

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

3" = 1'-0"

6/1/

2018

3:5

1:04

PM

2018-06-01

ProjectNumber

A9.1

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

ARCHITECTURALDETAILS

Revision Schedule# Date Description

NOTES1. ALL KEYNOTES PER FINISH SCHEDULE ON ELEVATION SHEETS

F.O. SHEATHING

4"

PLAN

PER

8"

1 1

MORTAR BIRD'SMOUTH OPENING

F.O. SHEATHING

METAL FLASHING

CEILING RAFTERPER STRUC.

CEILING RAFTERPER STRUC.

RIGID ARCHITECTURALICYNENE SPRAY

INSULATION

104

4"

PLASTER SCALLOP FLAT CEILING PER PLANWHERE OCCURS

METAL FLASHING

FOAM WITH PLASTER COAT

ICYNENE SPRAYINSULATION 2

PLASTER COVE

2X WALLPER PLAN

BATT INSULATIONPER T-24

105

5/8" GYP.

5/8" GYP.

3 2X WALLPER PLAN

4"BATT INSULATION

PER T-24

3

5"

RAKE PLASTER SCALLOP 4 3"=1'-0" EAVE PLASTER SCALLOP / COVE

PLAN

PER

PER PLAN (NTS)

FIREPROOF CAULK ALL AROUND AT EAVE CONNECTIONBETWEEN NON-HEAVY TIMBER COMBUSTIBLES AND EXTERIORPLASTER

2X6 T&G KILN DRIED DOUGLAS FIR

1CEILING RAFTER

PER STRUC.

ICYNENE SPRAYINSULATION

MORTAR BIRD'SMOUTH OPENING

F.O. SHEATHING

2

4" 2

FLAT CEILING PER PLANWHERE OCCURS

2"

METAL FLASHING

2X WALLPER PLAN

4X APPLIED DOUGLASFIR RAFTER TAIL

BATT INSULATIONPER T-24

5/8" GYP. 3

3"=1'-0" EAVE RAFTER TAIL 1

VARIES 1"-3"

VARIES 1"-3"

3"2

1/2"

3"

10"

6"1"

4"

1'-6

"

PLAN F.O. SHEATHINGPER

PER PLAN (NTS)

7

1

CEILING RAFTERPER STRUC.

ICYNENE SPRAYINSULATION

104

2

4"

MORTAR BIRD'SMOUTH OPENING

COPPER FLASHING

62X WALL

PER PLAN

BATT INSULATIONPER T-24

5/8" GYP. 105 2X2 TRIM, VERIFY W/ ARCHITECT

3

VARIES 1"-3"

EAVE @ STAIR TOWER 3

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

3" = 1'-0"

6/1/

2018

3:5

1:30

PM

2018-06-01

ProjectNumber

A9.2

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

ARCHITECTURALDETAILS

Revision Schedule# Date Description

VERIFY SIZE &TEXTURE W/

VERIFY SIZE & TEXTURE W/ ARCHITECT,PROVIDE SHOP DRAWINGS

ARCHITECT, PROVIDESHOP DRAWINGS

BAY FRAMINGDIMENSIONS

PER PLANBAY FRAMING DIMENSIONS

PER PLAN

NOTES1. ALL KEYNOTES PER FINISH SCHEDULE ON ELEVATION SHEETS

2'-2" 2'-8"

3CORNICE WITH PLASTER COAT

3CORNICE WITH PLASTER COAT

5" 5"

1 1/2" 1 1/2"

STEEL LACES - 1/8" STEEL LACES - 1/8"

STEEL KNUCKLE

1" SQ. IRON BAR, HANDHAMMERED

1/2" SQ. IRON BAR, HANDHAMMERED

STEEL KNUCKLE

1" SQ. IRON BAR, HANDHAMMERED

1/2" SQ. IRON BAR, HANDHAMMERED

STEEL LACES - 1/8" STEEL LACES - 1/8"

STEEL CIRCLE -1/2"W X 1/8"T BAR

STEEL CIRCLE -1/2"W X 1/8"T BAR

3" 1" 3 1""

TERRA COTTA TILE SILL TILE / BRICK / ORSTONE SILL

3 3

F.F.BEYOND

F.F.BEYOND

1'-10" 6" 6"

1 1/2"=1'-0" BAY WINDOW SURROUND 1

PER

PLA

NPE

R P

LAN

4"2"

1'-8

"

PER

PLA

NPE

R P

LAN

4"2"

1'-8

"

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

1 1/2" = 1'-0"

6/1/

2018

3:5

2:46

PM

2018-06-01

ProjectNumber

A9.3

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

ARCHITECTURALDETAILS

Revision Schedule# Date Description

NOTES1. ALL KEYNOTES PER FINISH SCHEDULE ON ELEVATION SHEETS

1 124

1 1/2" OPEN

1"

133 OPEN

SCREENED OPENING W/ SPARKARRESTOR BEYOND, TYP.

OPEN

OPEN OPEN

CHIMNEY TO EXTEND 2' ABOVE

6"

2X WALLPER PLAN

5/8" GYP.BATT INSULATION

PER T-24

105PER PLAN (NTS)

CHIMNEY CONNECTION AT ROOF

3

2" 1" 3ANY PORTION OF THE BUILDING AND

ROOF WITHIN 10' OF OUTLET AND 3'ABOVE THE HIGHEST POINT WHERECHIMNEY PASSES THROUGH ROOF

1"

2X FRAMING1 1/2"=1'-0"

INTERIOR

CHIMNEYEXTERIOR

2X WALLPER PLAN

3

2X FRAMING

5/8" GYP. TYP., TYPE 'X' AT ALLGARAGE, MECHANICAL& UNDERSTAIRSBUILDING ENVELOPES

1X3 BASE TRIM

2X WALLPER PLAN

5/8" GYP.BATT INSULATION

PER T-241"

105

12" BAND WATERPROOF WRAP LAP O/ WEEP SCREED FLANGE & HOUSEWRAP WEATHER RESISTANT BARIER

FLOOR FRAMINGASSEMBLY PER STRUC.

BATT INSULATIONPER T-24

1061X3 BASE TRIM

FINISH FLOORING,VERIFY W/ ARCHITECT

PER PLAN

12" BAND WATERPROOF WRAP LAP O/ WEEP SCREEDFLANGE & HOUSE WRAP WEATHER RESISTANT BARIER

SLOPE PER CIVIL

CONCRETEFOUNDATIONPER STRUC.

3

25

OVER FLEXIBLE CEMENTITIOUS ANTI-FRACTUREWATERPROOF COATING, LAP UNDER WEEP

SCREED 12" MIN. ABOVE

FINISH FLOORING,VERIFY W/ ARCHITECT 3

BATT INSULATIONPER T-24

2

25

3CONCRETE

FOUNDATIONPER STRUC. SLOPE PER CIVIL

OVER FLEXIBLE CEMENTITIOUS ANTI-FRACTUREWATERPROOF COATING, LAP UNDER WEEP

SCREED 12" MIN. ABOVEWATERPROOF MEMBRANE - MFR: GRACE

PROCOR 75, INSTALL PER MFR. SPECS.

3" RAT SLABWATERPROOF MEMBRANE - MFR: GRACE

PROCOR 75, INSTALL PER MFR. SPECS.

SUBGRADE EXCAVATION, PREPARATION,AND BACKFILL PER GEOTECH. SUBGRADE EXCAVATION, PREPARATION,

AND BACKFILL PER GEOTECH.

26

PER STRUC. & GEOTECH.

3"=1'-0" BUTTRESS 3 3"=1'-0" FOOTING DRAINAGE 1

4"2"

6"1'

-0"

1'-1

"

3"

CR

AWL

SPAC

E

2'-0

" MIN

2 1/

2"3"

1'-6

"3"

6"

PER

STR

UC

. & G

EOTE

CH

.4"

2'-0

" MIN

. OR

3'-0

" MIN

. TYP

.PE

R P

LAN

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

3" = 1'-0"

6/1/

2018

3:5

3:07

PM

2018-06-01

ProjectNumber

A9.4

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

ARCHITECTURALDETAILS

Revision Schedule# Date Description

OPEN OPEN

OPEN

OPEN

OPEN

OPEN

OPEN OPEN

OPEN OPEN

NOTES1. ALL KEYNOTES PER FINISH SCHEDULE ON ELEVATION SHEETS

5" TYP. 5" TYP.STEEL CIRCLE -

1/2"W X 1/8"T BAR

STEEL BUCKLE -3/8"W X1/8"T BAR

STEEL LACES - 1/8"

1/2" SQ. IRON BAR, HANDHAMMERED, 4" FROM FACE

OF EXTERIOR WALL

VERIFY SIZE & TEXTURE W/ ARCHITECT,PROVIDE SHOP DRAWINGS

STEEL KNUCKLE

VERIFY SIZE & TEXTURE W/ ARCHITECT,PROVIDE SHOP DRAWINGS 5

STEEL BUCKLE -3/8"W X1/8"T BAR

MORTAR BIRD'SMOUTH OPENING

WINDOW PER PLAN

STEEL LACES - 1/8"

WINDOW PER PLAN

STEEL SCROLL -1/2"W X 1/8"T BAR

1/2" SQ. IRON BAR, HANDHAMMERED, 4" FROM FACE

OF EXTERIOR WALLPER

510

1

PLAN

F.O. SHEATHINGPER PLAN (NTS)

2

4"

1 1/2"=1'-0"

1 2

IRON WINDOW GRILLE

9

39

16 COPPER FLASHING

1'-6"

2"7 1/4" 3 1/2" 7 1/4"

3

1"

1"

3 SQUARE PLASTERCOLUMN PER PLAN

PER PLAN

POST/COLUMNPER STRUC.

METAL FLASHING CAP

COLUMN PROFILE PER DETAIL

16

1'-6" (FRAMED)3 5/8" 3 5/8" 3 1/2" 3 5/8" 3 5/8"

19 DECORATIVE PLASTERGRILLE VENT

3

1/2"

1 1/2"

2"

8X8 POST &CONNECTIONPER STRUC.

23T.O.CURB CONCRETE FOUNDATION

PER STRUC. SLOPE

SLOPE 2% MIN.

1 1/2"=1'-0" PLASTER GRILLE/VENT 4 1 1/2"=1'-0" PLASTER COLUMN 2 3"=1'-0" EAVE BEAM & COLUMN 1

VARIES 1"-3"

3"

3"

All i

deas

, des

igns

and

pla

ns in

dica

ted

or r

epre

sent

ed b

y th

ese

draw

ings

are

ow

ned

by a

nd a

re t

he p

rope

rty

of T

hom

as M

eane

y an

d w

ere

crea

ted

and

deve

lope

d fo

r us

e in

con

junc

tion

with

the

spe

cifie

d pr

ojec

t. N

one

of s

uch

idea

s, d

esig

ns, o

r pl

ans

shal

l be

used

for a

ny p

urpo

se w

ithou

t th

e w

ritte

n pe

rmiss

on o

f Tho

mas

Mea

ney.

Cop

yrig

ht ©

201

6 Al

l rig

hts

rese

rved

. Tho

mas

Mea

ney

Arch

itect

, Inc

.

3 1/

2"3"

3 1/

2"3

1/2"

3"3

1/2"

3 1/

2"2

1/2"

10"

3 1/

2"

2'-1

1 1/

2"

10"

2 1/

2"3

1/2"

PER

PLA

N

1 1/

4"

1 1/

2"2"

6"4"

3" 2

"

1 3/

4"

6"

T O

M

M E

A N

E Y

A

R C

H I

T E

C T

6 2

9 S

T A

T E

S T

R E

E T

● S

U I

T E

2 4

0 ●

S A

N T

A B

A R

B A

R A

● C

A ●

9 3

1 0

1 ●

T E

L

( C

A R

M E

L )

8 3

1 .

6 2

4 .

4 2

7 8

(

S A

N T

A

B A

R B

A R

A )

8 0

5 .

9 6

6 .

7 6

6 8

● F

A X

8 0

5 .

9 6

6 .

7 6

9 8

●

W W

W .

T O

M M

E A

N E

Y .

C O

M ●

All i

deas

, des

igns

and

pla

ns in

dica

ted

or re

pres

ente

d by

thes

e dr

awin

gs a

re o

wned

by

and

are

the

prop

erty

of T

hom

as M

eane

y an

d we

re c

reat

ed a

nd d

evel

oped

for u

se in

con

junc

tion

with

the

spec

ified

pro

ject

. Non

e of

suc

h id

eas,

des

igns

, or p

lans

sha

ll be

use

d fo

r any

pur

pose

with

out t

he w

ritte

n pe

rmis

sion

of T

hom

as M

eane

y. C

opyr

ight

© 2

006

All

right

s re

serv

ed. T

hom

as M

eane

y Ar

chite

ct, I

nc.

Date

Scale

Drawn

Job #

Sheet

ATW

17

NO

T FO

R C

ON

STR

UC

TIO

N

3" = 1'-0"

6/1/

2018

3:5

3:39

PM

2018-06-01

ProjectNumber

A9.5

RAM

M R

ESID

ENCE

CLA

YTO

N R

OAD

SAN

JO

SE, C

A

ARCHITECTURALDETAILS

Revision Schedule# Date Description