10"F

6

2

3

3

4

6

2

3

2

6

1

20"P

1

0

'P

U

E

E

P

18"P

16"P

14"P

24"P

18"P

16"P

14"P

24"P

18"P

20"P

12"P

14"P

16"P

12"P

20"P

16"P

12"P

12"P

16"P

6

2

3

2

6

2

2

9

7

6

2

2

6

5

6

2

2

3

7

6

2

2

0

6

6

2

1

7

6

6

2

1

5

2

6

2

1

3

7

S

S

S

E

B

T

B

P

V

C

?

P

V

C

?

W

M

SEWER

SERVICE

S

S

S

10"P

12"P

10"P

18"P

20"P

2

0

' S

S

E

1

2

.5

'M

P

E

1

0

'P

U

E

E

P

E

P

E

P

E

P

E

P

E

P

E

P

E

P

E

P

AC

D

ike

AC

D

ike

N

3

2

°4

6

'3

1

"W

7

6

.8

1

'

6

2

3

0

'-

6

"

6

2

3

1

'

<

<

±

6

%

S

L

O

P

E

1

0

"

P

12"P

22"P

18"P

18"P

18"P

20"P

16"P

14"P

16"P

5

0

' B

u

ild

in

g

S

e

tb

a

c

k

L

in

e

14"P

16"P

1

2

"

P

1

6

"

P

12"P

6"P

14"P

18"P

18"P

20"P

16"P

18"P

TP3

2

2

"

P

14"P

2

:

1

C

U

T

>

>

S

L

O

P

E

18"P

22"P

1

4

"

P

1

2

"

P

1

4

"

P

1

6

"

P

1

8

"

P

1

2

"

P

1

0

"

P

S

S

5

0

' B

u

ild

in

g

S

e

tb

a

c

k

L

in

e

1

4

"

P

1

2

"

P

16"P

1

2

"

P

14"P

1

6

"

P

1

4

"

P

1

4

"

P

1

6

"

P

6253'-6"

6253'-6"

6252'-0"

<

±

4

%

S

L

O

P

E

14"P

S

T

P

2

6

"

F

2

0

"

P

1

8

"

P

2

0

"

P

1

4

"

P

2

0

"

P

22"P

14"P

18"P

12"P

16"P

S

S

S

S

5

0

' B

u

ild

in

g

S

e

tb

a

c

k

L

in

e

6240'-6"

6

2

4

0

6

2

3

8

<

7

%

S

L

O

P

E

(

m

a

x

)

6240'-6"

6246'-0"

1

6

"

P

1

8

"

P

T

O

W

=

Top of S

lope

Top of S

lope

Top of S

lope

6

2

4

8

6

2

4

6

A/C DRIVEWAY

T

O

W

=

±

6

2

4

9

'

PATIO

6240'-6"

T

O

W

=

±

6

2

4

1

'-

6

"

6252'-6"

±

6

2

5

4

'

PORTE

COCHERE

14' WIDE

A/C DRIVEWAY

JUT

ELEC

SS/H20

BUILDING SETBACK LINE & EDGE

OF NO BUILD ZONE AS

DETERMINED BY LAND SURVEYOR

SLOPE >30%

SPIKE EL.=6236.6'

BM

N

5

1

°

2

2

'2

3

"E

5

5

9

.0

0

'

N

5

3

°

0

9

'2

7

"E

6

6

1

.3

0

'

A/C DRIVEWAY

MAIN LEVEL

FFE=6254'

6

2

3

6

FIRE PIT

BBQ

ELECTRIC METER MAIN

REFUSE ROOM PER

NOTE 7, SHT A-2.1a. FFE=6239'-0"

6

2

3

4

F

G

=

6

2

3

7

.5

'

F

G

=

6

2

3

7

.0

'

<

<

±

6

%

<

<

2

:

1

C

U

T

S

L

O

P

E

WEST ENTRY

FFE=6242'-6"

slo

t d

ra

in

MAIN ENTRY

FFE=6250'-0"

LANDING

6249'-6"

F

G

=

6

2

4

0

.

5

'

FFE 6242'-0"

FFE=±6241'-0" @ GARAGE

FFE=6254'-0" @ 2ND FLR

L

O

W

G

R

A

D

E

6

2

3

6

.

0

H

I

G

H

G

R

A

D

E

6

2

5

4

.

0

6

2

3

2

S

W

A

L

E

3

5

%

M

A

X

C

U

T

S

L

O

P

E

R

E

V

E

G

E

T

A

T

E

D

I

S

T

U

R

B

E

D

S

O

I

L

S

P

E

R

L

A

N

D

S

C

A

P

E

P

L

A

N

S

H

E

E

T

A

-

1

.

3

,

T

Y

P

I

C

A

L

3

5

%

M

A

X

F

I

L

L

S

L

O

P

E

T

O

E

O

F

F

I

L

L

S

L

O

P

E

SS/H20

L

I

N

E

D

RO

CK

1

2

:1

2

1

2

:1

2

1

2

:1

2

1

2

:1

2

3

:1

2

1

4

:1

2

(

m

in

)

1

4

:1

2

(

m

in

)

12:12

12:12

2

12

:12

2

12

:12

VA

RIE

S P

ER

ELE

VA

TIO

NS

1

4

:1

2

(

m

in

)

3:12

3:12

3:12

3:12

3:12

3:12

16:12

14

:12 (m

in)

6:12

3:12

14

:12 (m

in)

14:12

14:12

14:12

14:12

3:12

16:12

16:12

3:12

3:12

16:12

3

12

:12

±3

12

:12

14

:12 (m

in)

12:12

VA

RIE

S P

ER

ELE

VA

TIO

NS

E

Y

E

B

R

O

W

R

O

O

F

2

1

2

:1

2

2

1

2

:1

2

2

1

2

:1

2

APPROX 2' FILL FOR RETENTION BASIN

w/2:1 MAX FILL SLOPE.

STORMWATER RETENTION BASIN

PER EROSION CONTROL PLAN, A-1.2

REVEGETATE PER LANDSCAPE PLAN, A-1.3

STORMWATER RETENTION BASIN

PER EROSION CONTROL PLAN, A-1.2

REVEGETATE PER LANDSCAPE PLAN, A-1.3

SNOW STORAGE

FFE=6241'-0" @ 1ST

FFE=6254'-0" @ 2ND

±6251'-0"

C

R

E

S

T

O

F

S

L

O

P

E

14

:12 (m

in)

T

O

P

O

F

C

U

T

S

L

O

P

E

S

N

O

W

S

T

O

R

A

G

E

S

N

O

W

S

T

O

R

A

G

E

FG

=6239.6'

2' R

ET

AIN

ING

WA

LL

8

.5

' R

E

T

. W

A

L

L

2

' R

E

T

A

IN

IN

G

W

A

L

L

24" TALL WROUGHT IRON FENCE w/GATE FOR SNOW REMOVAL

o/18"-24" TALL RETAINING w/STONE VENEER

D

O

W

N

UP

FIRE PROTECTION

60' LENGTH OF

DRIVEWAY TO

REACH WITHIN

50' OF BUILDING

TREE REMOVED PER

ARBORISTS RECOMMENDATION

HAND DIG FOOTINGS WHERE

SHOWN TO MINIMIZE ROOT

DISTURBANCE

OUTDOOR FIRE PIT

w/CERAMIC LOG KIT

PLUMBED FOR GAS

PREMANUFACTURED OUTDOOR SPA

w/ASTM LISTED SAFETY COVER

SANITARY SEWER CLEAN OUT

LOCATE WITHIN 5' OF FOUNDATION.

TRANSFORMER INSTALLED PER

LIBERTY ENERGY PLANS. PROVIDE

10' MIN RADIAL CLEARANCE FROM ANY

COMBUSTIBLE MATERIAL ON BUILDING

PER #PE0010U

ELEC

ELE

C

ELEC

ELEC

VEGETATION PROTECTION FENCING WITH EROSION

CONTROL BARRIER AT DOWNHILL SIDE OF DISTURBANCE

AND AT PROPERTY LINE

(5) TREES PENDING POST-

CONSTRUCTION REMOVAL

PER CLIENT'S APPROVAL

8

8

8

8

8

8

= 2,629 SQ. FT.

= 5,275 SQ. FT.

= 9,316 SQ. FT. (13,500 SQ FT MAX)

= 12,435 SQ. FT. (9.9%)

= 4,531 SQ. FT.

COVERAGE ANALYSIS

Residence and Garage

Lot Area

Walks & Decks

Total Impervious Coverage

Drive

Building Coverage

= 2.89 ACRES / 126,208 SQ. FT.

GRADING ANALYSIS

CUT/FILL AMOUNT

DRIVEWAY CUT 300 CY

DRIVEWAY FILL 85 CY

CARPORT FILL 80 CY

CUT 1,760 CY

NET VOLUME REMOVED 1,895 CY

HEN

KE

RESI

DEN

CE

9630

Ahw

ahne

e Pl

ace,

Lot

612

, Mar

tis C

amp

PLA

CER

CO

UN

TY, C

ALI

FORN

IAA

PN.1

06-2

80-0

02

c C

op

yrig

ht 2

01

2 M

WA

, In

c - A

ll p

la

ns a

re

p

ro

pe

rty o

f M

WA

, In

c &

a

re

a

n in

stru

me

nt o

f se

rvice

.

M W

A

IN

C

a r

c h

i t e

c t

s / e

n g

i n

e e

r s

WO

RKIN

G P

LAN

S - N

OT

FOR

CO

NST

RUC

TIO

NM

ay 0

7, 2

014

11:2

9

May 07, 2014

SITE

PLA

N /

GR

AD

ING

PLA

N

SETBACK REQUIREMENTS

MINIMUM FRONTS: 50 feet

MINIMUM SIDES: 50 feet

MINIMUM REAR: 50 feet

OTHER: unbuildable area as designated

where grade exceeds 30%

MAXIMUM HEIGHT: 36.3 feet

MAXIMUM COVERAGE: 37,862 sq ft

(impervious coverage)

MULTI-PURPOSE EASEMENT

12"P

FOUND WOOD GUINEY

SS C/O

M.P.E.

P.U.E.

SEWER MANHOLE

SEWER CLEAN OUT

FIRE HYDRANT

PUBLIC UTILITY EASEMENT

TREE, DIAMETER & TYPE

P=PINE, F=FIR, C=CEDAR

FOUND 5/8" REBAR LS 4715

NOTHING FOUND OR SET

ECB

VPF

EROSION CONTROL BARRIER

WS

EP

PUE

WATER SERVICE

EDGE OF PAVEMENT

PUBLIC UTILITY EASEMENT

LEGEND

TREE TO BE REMOVED

VEGETATION PROTECTION

FENCING

GENERAL SHEET NOTES

1. EXISTING SITE CONDITIONS TAKEN FROM TOPOGRAPHIC MAP

PREPARED BY SAGE LAND SURVEYING INC, 10049 MARTIS VALLEY

RD, UNIT A, TRUCKEE, CA 96161, (530) 550-8006

2. CONTOUR INTERVAL EQUALS - 2'-0''

3. THE ELEVATION DATUM FOR THIS SURVEY WAS ASSUMED.

ELEVATION = 6236.6'

BENCHMARK = TOP OF SPIKE @ (TP3)

4. SPOT ELEVATIONS ARE ACCURATE TO ±0.2'

SCALED DISTANCES ARE ACCURATE TO ±0.5'.

5. AT THE TIME OF THIS TOPOGRAPHIC SURVEY THE FRONT

PROPERTY CORNER MONUMENTS HAD NOT BEEN SET. THE

PROPERTY BOUNDARIES SHOWN HEREON ARE APPROXIMATE.

6. LEGEND IS GENERAL. SOME SYMBOLS MAY NOT BE APPLICABLE

TO THIS SURVEY MAP

7. IT IS THE OWNERS RESPONSIBILITY TO VERIFY ALL REQUIRED

BUILDING SETBACKS WITH THE COUNTY & HOMEOWNERS ASSOC.

IF APPLICABLE.

8. PROVIDE SWALE @ UPHILL SIDES OF BUILDING AS REQ'D TO

PRODUCE POSITIVE DRAINAGE AWAY FROM BUILDING. MINIMUM

SLOPE SHALL BE 2%.

9. ALL FINISH GRADING AND PAVING SHALL SLOPE POSITIVELY AWAY

FROM BUILDING. MIN. 2%

10. NOTHING SHALL BE ATTACHED TO ANY TREES. TREES MARKED TO

BE PROTECTED SHALL BE PROTECTED WITH 2x STRAPPING 8' TALL

AND VEGETATION PROTECTION FENCING AT THE DRIPLINE OF THE

TREE.

11. BUILDING LOCATION SHALL BE SITED BY REGISTERED CIVIL

ENGINEER. VERIFY EXACT LOCATION IN FIELD AND NOTIFY

ARCHITECT AS TO ANY CONFLICTS PRIOR TO PROCEEDING WITH

ANY WORK.

12. FIELD VERIFY ROUTING OF ALL EXISTING AND PROPOSED

UTILITIES AND UTILITY TRENCHES AS REQUIRED TO AVOID

DAMAGE TO ANY TREES.

13. FIELD VERIFY LOCATION OF ALL EXISTING UTILITIES. NOTIFY THE

ARCHITECT IF SIGNIFICANT DISCREPANCIES EXIST.

14. DRIPLINE TRENCHES SHALL BE MIN. 18" WIDE BY 6" DEEP FILLED

WITH CLEAN CRUSHED AGGREGATE.

15. GAS, TELEPHONE, CATV & ELECTRICAL SHALL BE RUN IN ONE (1)

JOINT TRENCH. VERIFY REQUIRED CLEARANCES WITH SERVING

UTILITIES.

16. ALL SURPLUS SOIL SHALL BE REMOVED FROM SITE.

17. IF TOTAL SITE DISTURBANCE IS OVER 10,000 SF A PERMIT IS

REQUIRED FROM LAHONTAN WATER QUALITY CONTROL BOARD.

DEFENSIBLE SPACE NOTES

1. MAINTAIN A FIREBREAK BY REMOVING AND CLEARING AWAY ALL FLAMMABLE VEGETATION AND OTHER

COMBUSTIBLE GROWTH WITHIN 30 FEET OF EACH BUILDING OR STRUCTURE, WITH CERTAIN EXCEPTIONS

PURSUANT TO PRC 4291(a). SINGLE SPECIMENS OF TREES OR OTHER VEGETATION MAY BE RETAINED

PROVIDED THEY ARE WELL-SPACED, WELL-PRUNED, AND CREATE A CONDITION THAT AVOIDS SPREAD OF

FIRE TO OTHER VEGETATION OR TO A BUILDING OR STRUCTURE.

2. DEAD AND DYING WOODY SURFACE FUELS AND AERIAL FUELS WITHIN REDUCED FUEL ZONE* SHALL BE

REMOVED. LOOSE SURFACE LITTER, NORMALLY CONSISTING OF FALLEN LEAVES OR NEEDLES, TWIGS,

BARK, CONES, AND SMALL BRANCHES, SHALL BE PERMITTED TO A DEPTH OF 3 INCHES IN HEIGHT. THIS

GUIDELINE IS PRIMARILY INTENDED TO ELIMINATE TREES, BUSHES, SHRUBS AND SURFACE DEBRIS THAT

ARE COMPLETELY DEAD OR WITH SUBSTANTIAL AMOUNTS OF DEAD BRANCHES OR LEAVES/NEEDLES

THAT WOULD READILY BURN.

3. DOWN LOGS OR STUMPS ANYWHERE WITHIN 100 FEET FROM THE BUILDING OR STRUCTURE, WHEN

EMBEDDED IN THE SOIL, MAY BE RETAINED WHEN ISOLATED FROM OTHER VEGETATION. OCCASIONAL

(APPROXIMATELY ONE PER ACRE) STANDING DEAD TREES (SNAGS) THAT ARE WELL-SPACED FROM OTHER

VEGETATION AND WHICH WILL NOT FALL ON BUILDINGS OR STRUCTURES OR ON ROADWAYS/DRIVEWAYS

MAY BE RETAINED.

4. WITHIN THE REDUCED FUEL ZONE*, ONE OF THE FOLLOWING FUEL TREATMENTS (4a. OR 4b.) SHALL BE

IMPLEMENTED. PROPERTIES WITH GREATER FIRE HAZARDS WILL REQUIRE GREATER CLEARING

TREATMENTS. COMBINATIONS OF THE METHODS MAY BE ACCEPTABLE UNDER 1299(c) AS LONG AS THE

INTENT OF THESE GUIDELINES IS MET.

4a. REDUCED FUEL ZONE: FUEL SEPARATION (SEE TABLE BLW)

CLEARANCE DISTANCES BETWEEN VEGETATION WILL DEPEND ON THE SLOPE, VEGETATION SIZE,

VEGETATION TYPE (BRUSH, GRASS, TREES), AND OTHER FUEL CHARACTERISTICS (FUEL COMPACTION,

CHEMICAL CONTENT ETC.). PROPERTIES WITH GREATER FIRE HAZARDS WILL REQUIRE GREATER

SEPARATION BETWEEN FUELS. FOR EXAMPLE, PROPERTIES ON STEEP SLOPES HAVING LARGE SIZED

VEGETATION WILL REQUIRE GREATER SPACING BETWEEN INDIVIDUAL TREES AND BUSHES. GROUPS OF

VEGETATION (NUMEROUS PLANTS GROWING TOGETHER LESS THAN 10 FEET IN TOTAL FOLIAGE WIDTH)

MAY BE TREATED AS A SINGLE PLANT.

GRASS GENERALLY SHOULD NOT EXCEED 4 INCHES IN HEIGHT. HOWEVER, HOMEOWNERS MAY KEEP

GRASS AND OTHER FOLIAGE LESS THAN 18 INCHES IN HEIGHT ABOVE THE GROUND WHEN THESE

GRASSES ARE ISOLATED FROM OTHER FUELS OR WHERE NECESSARY TO STABILIZE THE SOIL AND

PREVENT EROSION.

PLANT SPACING GUIDELINES

GUIDELINES ARE DESIGNED TO BREAK THE CONTINUITY OF FUELS AND BE USED

AS A "RULE OF THUMB" FOR ACHIEVING COMPLIANCE WITH REGULATION 14 CCR

1299.

TREES MINIMUM HORIZONTAL SPACE FROM EDGE OF ONE TREE

CANOPY TO THE EDGE OF THE NEXT

SLOPE SPACING

0% TO 20% 10 FEET

20% TO 40% 20 FEET

GREATER THAN 40% 30 FEET

MINIMUM HORIZONTAL SPACE BETWEEN EDGES OF SHRUB

SLOPE SPACING

0% TO 20% 2 TIMES THE HEIGHT OF THE SHRUB

20% TO 40% 4 TIMES THE HEIGHT OF THE SHRUB

GREATER THAN 40% 6 TIMES THE HEIGHT OF THE SHRUB

MINIMUM VERTICAL SPACE BETWEEN TOP OF SHRUB AND BOTTOM

OF LOWER TREE BRANCHES:

3 TIMES THE HEIGHT OF THE SHRUB

SHRUBS

VERTICAL

SPACE

4b. REDUCED FUEL ZONE: DEFENSIBLE SPACE WITH CONTINUOUS TREE CANOPY

GENERALLY, REMOVE ALL SURFACE FUELS GREATER THAN 4 INCHES IN HEIGHT.

SINGLE SPECIMENS OF TREES OR OTHER VEGETATION MAY BE RETAINED PROVIDED

THEY ARE WELL-SPACED, WELL-PRUNED, AND CREATE A CONDITION THAT AVOIDS

SPREAD OF FIRE TO OTHER VEGETATION OR TO A BUILDING OR STRUCTURE.

REMOVE LOWER LIMBS OF TREES ("PRUNE") TO AT LEAST 6 FEET UP TO 15 FEET (OR

THE LOWER

1

3

BRANCHES FOR SMALL TREES). PROPERTIES WITH GREATER FIRE

HAZARDS, SUCH AS STEEPER SLOPES OR MORE SEVERE FIRE DANGER, WILL

REQUIRE PRUNING HEIGHTS IN THE UPPER END OF THIS RANGE.

* REDUCED FUEL ZONE: THE AREA THAT EXTENDS OUT FROM 30 TO 100 FEET AWAY

FROM THE BUILDING OR STRUCTURE (OR TO THE PROPERTY LINE, WHICHEVER IS

NEARER TO THE BUILDING OR STRUCTURE).

THE FOLLOWING FUEL TREATMENT GUIDELINES COMPLY WITH THE REQUIREMENTS OF 14 CCR 1299 AND PRC

4291. ALL PERSONS USING THESE GUIDELINES TO COMPLY WITH CCR 1299 AND PRC 4291 SHALL IMPLEMENT

GENERAL GUIDELINES 1., 2., 3., AND EITHER 4a. OR 4b., AS DESCRIBED BELOW. CONTRACTOR SHALL CONSULT

WITH OWNER AND/OR ARCHITECT ON SITE TO REVIEW OPTIONS PRIOR TO COMMENCING WITH THIS WORK.

SITE PLAN / GRADING PLANSCALE: 1/8''=1'-0"

R:\Jo

b F

ile

s\M

artis C

am

p\H

en

ke

-6

12

-1

01

00

1\P

LO

T S

HE

ET

S\1

01

00

1-A

11

(S

IT

E).d

wg

, 5

/7

/2

01

4 1

1:2

9:4

6 A

M, g

eo

rg

e, D

WG

T

o P

DF

.p

c3

, 1:1

, C

op

yrig

ht 2

01

4 M

WA

, Inc.

6252'-0"

6253'-6"

21

'-6

1

2

"

PLAY

ROOM

POWDER

LOFT

GUEST

BATHROOM

STAIRWAY

GALLERY

SPA

TERRACE

SOUTH

TERRACE

B

U

I

L

T

-

I

N

B

A

R

B

E

C

U

E

1617

1819

ABCDE

aa

bb

cc

ee

ff

hh

jj

kk

aabb

ddee

hh

kk

iiiiii

SPA

DW

BUNK BEDS WITH TRUNDLE BED BELOW, (6)-TWIN BEDS

WIN

DO

W S

EA

T

w/(2

)-T

WIN

B

ED

S

T

I

L

E

W

O

O

D

GYP CEILING

WOOD FLOOR

21R@±7"

20T@10"

18'-0"

2'-6"

7'-0"

±

7

'

-

5

1

2

"

T

O

L

O

W

E

R

P

A

T

IO

SHOWER

CLOSET/

DRESSING

ROOM

BE

NC

H

7

"

s

t

e

p

UP

2R@±7"LAUNDRY

LIBRARY

JUNIOR

SUITE #1

JUNIOR

SUITE #2

ENSUITE #1

ENSUITE #2

JK

ivv xx

G

A

S

F

IR

E

P

L

A

C

E

ATTIC/STORAGE

W

O

O

D

T

IL

E

3

0

3

0

T

R

A

N

S

O

MA

B

V

.

3

0

3

0

T

R

A

N

S

O

MA

B

V

.

BARREL VAULT

GYP. CEILING

BE

NC

H

LINENS/TOWELS

A-4

.X?

S

H

E

L

F

A

N

D

P

O

L

E

B

E

N

C

H

E

Q

E

Q

10

1

2

"

2'-0"

5'-11

1

2

"

1'-5

1

2

"

26

36

A

RC

HE

D T

OP

o/5

03

6 A

RC

HE

D T

OP

o/5

05

6 F

XD

26

36

A

RC

HE

D T

OP

o/5

03

6 A

RC

HE

D T

OP

o/5

05

6 F

XD

30

51

A

RC

HE

D T

OP

o/3

05

6 C

SM

T

30

51

A

RC

HE

D T

OP

o/3

08

0 D

OO

R

30

51

A

RC

HE

D T

OP

o/3

05

6 C

SM

T

2

6

4

0

2

6

4

0

2

6

4

0

2

6

4

0

2650

2

6

5

0

2

6

5

0

1640 CSMT

ARCHED TOP

1

6

4

0

20

46

C

SM

T

AR

CH

T

OP

2

0

4

0

C

S

M

T

(

2

)

-

2

6

4

0

C

S

M

T

5

0

3

3

A

R

C

H

T

O

P

o

/5

0

4

0

F

X

D

2

0

2

7

A

R

C

H

T

O

P

2

0

4

0

C

S

M

T

5

0

3

3

A

R

C

H

T

O

P

o

/5

0

4

0

F

X

D

2

6

2

7

A

R

C

H

T

O

P

2

6

4

0

C

S

M

T

2

6

2

7

A

R

C

H

T

O

P

2

6

4

0

C

S

M

T

(

2

)

-

2

6

5

0

A

R

C

H

T

O

P

1

6

2

3

O

V

A

L

2'-6

"1

7'-0

"2

'-0

1

2

"

±16'-11

1

2

"

±

7

'

-

9

1

2

"

±

6

'

-

3

3

4

"

3

0

°

3

'

m

i

n

4

'

-

6

"

±2'-8

3

4

"

±16'-0

1

2

"5'-5

1

2

"

1

6

'-

0

"

1

4

'-

0

"

1

6

'-

0

"

4

6

'-

0

"

1

8

'-

4

1

2"

8

'-

1

"

6

'-

6

1

2"

1

'-

0

"

4

'-

0

"

5

'-

5

1

2"

±

2

'-

3

1

2"

4

'-

0

"

6

'-

5

1

2"

4

'-

6

1

2"

6

'-

1

1

1

2"

6

'-

1

1

"

3

'-

5

1

2"

±

7

'-

1

1

2"

8

'-

5

1

2"

3

'-

4

1

2"

5

'-

2

"

±

2

'-

0

1

4"

6

0

°

VARIES PER

ELEVATIONS

ATTIC ACCES

22"x30" MIN

7

'-

1

1

"

B

O

O

K

C

A

S

E

W

O

O

D

T

IL

E

P

A

IN

T

G

R

A

D

E

C

A

B

IN

E

T

S

B

U

IL

T

-

IN

, +

4

4

"

h

M

A

R

B

L

E

C

O

U

N

T

E

R

B

U

IL

T

-

IN

C

A

B

IN

E

T

S

B

U

IL

T

-

IN

C

A

B

IN

E

T

S

48"h WALL-TILE

w/GLASS ABOVE

STONE WALL

PAINT GRADE PANEL TYPICAL AT

BEDROOMS AND BATHROOMS

DECORATIVE STAIN-GRADE WOOD RAFTERS

WOOD TREADS

& WOOD TOE KICK

DN

W

O

O

D

T

I

L

E

M

A

R

B

L

E

C

O

U

N

T

E

R

w

/P

A

IN

T

G

R

A

D

E

C

A

B

IN

E

T

S

(

1

)

-

P

A

IR

L

A

R

G

E

C

A

P

A

C

IT

Y

A

N

D

(

1

)

-

P

A

IR

S

M

A

L

L

S

T

A

C

K

IN

G

W

A

S

H

E

R

/D

R

IE

R

ATTIC ACCES

22"x30" MIN

10" THICK WALL

w/RECESSED

WINDOW

COVERINGS

UTILITY SINK

w/FOLDING COVER

U

T

IL

IT

Y

S

IN

K

w

/F

O

L

D

IN

G

C

O

V

E

R

+30" DESK

+36"

PAINT GRADE CAB.

GRANITE COUNTER

BOWL SINK o/

WOOD COUNTER

3080

ARCHED TOP

3080

ARCHED TOP

PANEL WAINSCOT TO

BACK SPLASH.

GROOVED PAINTED

2

4

7

0

P

K

T

2

4

7

0

2

8

8

0

2

8

8

0

3

0

8

0

2

8

8

0

2

4

8

0

2

4

8

0

2

8

8

0

1

6

6

0

5

' C

E

IL

IN

G

H

T

1

2

:1

2

S

L

O

P

E

B

.I. D

R

E

S

S

E

R

w

/+

4

4

"

h

M

A

R

B

L

E

C

O

U

N

T

E

R

T

O

P

ATTIC/STORAGE

ATTIC/STORAGE

B.I. D

RE

SS

ER

w/+

44

"h

M

AR

BL

E

CO

UN

TE

RT

OP

GRANITE COUNTER

w/TROUGH SINK AND (3)-FAUCETS

+36"h

+36"h

+18"h

(6255'-0)

P

A

R

T

IA

L

W

A

L

L

STAIN-GRADE WOOD BUILT-IN ENTERTAINMENT CENTER

A-3.3EAST A-3.3

EAST

E

Q

E

Q

E

Q

E

Q

CLOTHES DRYER VENT

w/HARD PIPE EXHAUSTED

BLW LOWER AWNING ROOF

30

51

A

RC

HE

D T

OP

o/3

05

6 C

SM

T

10" THICK WALL

w/RECESSED WINDOW

COVERINGS

2

0

2

7

A

R

C

H

T

O

P

2

0

4

0

C

S

M

T

gg

dd

zz

AA

BARBECUE

3

0

8

0

H

A

L

F

G

L

A

Z

E

D

D

O

O

R

R

5

'

-

5

1

2

"

R

5

'

-

51

2

"

5'-5

1

2

"5

'-0

"

±30'-1

1

4

"

±

9

3

4

"

5'-11

1

2

"

±

7

'

-

5

"

2

'

-

6

"

±

3

'

-

2

"

1

6

2

3

O

V

A

L

1

6

'-

0

"

1

4

'-

0

"

±

2

'

-

4

"

SNOW GRATE w/BACK-UP DRAIN TO

12" DEEP GRAVEL BED w/PERF PIPE.

DRAIN TO DAYLIGHT PER DRAINAGE

PLAN, SHEET A-1.2

SNOW GRATE w/BACK-UP DRAIN TO

12" DEEP GRAVEL BED w/PERF PIPE.

DRAIN TO DAYLIGHT PER DRAINAGE

PLAN, SHEET A-1.2

DESIGN BUILD BY G.C.

PROVIDE DARK COVER

(SEE OWNER)

GAS FIREPIT w/COVER

DESIGN BUILD BY G.C.

PROVIDE CLADDING

AT EXTERIOR OF

POSTS AND CROSS

MEMBERS TO MATCH

WINDOW CLADDING

PROVIDE CLADDING

ON POSTS BTWN

WINDOWS TO MATCH

WINDOW CLADDING

T

IL

E

W

O

O

D

T

IL

E

W

O

O

D

5

9

1

2w

x

2

1

x

1

0

1

"

H

F

U

R

N

IT

U

R

E

B

Y

O

W

N

E

R

A-4.4D

FG=6252'-0"

TV OVER MENDOTA DXV 35 GAS

FIREPLACE, VENT OUT ROOF

PER ROOF PLAN

TV OVER MENDOTA DXV 35 GAS

FIREPLACE, VENT OUT SIDE WALL

E

G

R

E

S

S

E

G

R

E

S

S

SKYLIGHT ABOVE

PER ROOF PLAN

4

2

"

H

S

A

F

E

T

Y

R

A

I

L

PAINT-GRADE

WOOD

PANELING

17

AD-2

HAMMERTON

LA9044-L FIXTURE,

(2) HAMMERTON

OD9044-M FIXTURES

PER ELEVATION

RECESSED LIGHT

FIXTURE ABOVE, TYP.

CUSTOM HAMMERTON LAMP POST

CUSTOM HAMMERTON LAMP POSTS

+36"h

(6255'-0)

+18"h

(6254'-6)

1

2

'

-

0

"

9

'

-

0

"

5

'-

0

"

C

L

R

2

4

"C

L

R

2

'

-

0

"

2

'-

0

"

17"h STONE BENCH

1

7

"

h

S

T

O

N

E

B

E

N

C

H

1

'-

4

"

PATIO FURNITURE

BY OWNERS

±4'x7' FIRE PIT

w/LINEAR BURNERS

OR MULTIPLE GAS LOG KITS

w/16" WIDE STONE CAP,

(OR WIDE ENOUGH FOR A DINNER PLATE.)

±

4

'

C

L

R

8

HEN

KE

RESI

DEN

CE

9630

Ahw

ahne

e Pl

ace,

Lot

612

, Mar

tis C

amp

PLA

CER

CO

UN

TY, C

ALI

FORN

IAA

PN.1

06-2

80-0

02

c C

op

yrig

ht 2

01

2 M

WA

, In

c - A

ll p

la

ns a

re

p

ro

pe

rty o

f M

WA

, In

c &

a

re

a

n in

stru

me

nt o

f se

rvice

.

M W

A

IN

C

a r c h

i t e

c t s / e

n

g

i n

e

e

r s

WO

RKIN

G P

LAN

S - N

OT

FOR

CO

NST

RUC

TIO

NM

ay 0

7, 2

014

11:2

5

May 07, 2014

SEC

ON

D F

LOO

RPL

AN

SCALE: 1/4"=1'-0"

SECOND FLOOR PLAN

16'

12'

8'

4'

0'

NOTE:

G.C. TO VERIFY STONE BENCH AND FIREPIT SIZES AND

LOCATIONS IN FIELD w/OWNERS PRIOR TO INSTALLTION

R:\Jo

b F

ile

s\M

artis C

am

p\H

en

ke

-6

12

-1

01

00

1\P

LO

T S

HE

ET

S\1

01

00

1-A

22

a

&b

(P

LA

N2

a

nd

P

LA

N3

).d

wg

, 5

/7

/2

01

4 1

1:2

5:5

1 A

M, E

li, D

WG

T

o P

DF

.p

c3

, 1:1

, C

opyrig

ht 2

01

4 M

WA

, In

c.

1

2

34

56

78

1011

1215

13

46

89

13

1416

1718

19

ABCDEFGHJK

aabb

ddee

xx

PIT

CH

B

RE

AK

H

I

P

H

I

P

H

I

P

H

I

P

2'-0

"

A-4.1A

A-3.2NORTH

A-4.4D

A-4.2B

1

4

:1

2

(

m

in

)

12:12

12:12

2

1

2

:12 2

1

2

:12

VARIES PER

ELEVATIONS

3:12

3:12

3:12

3:12

3:12

3:12

16:12

1

4

:12 (min)

6:12

3:12

1

4

:12 (min)

14:12

14:12

14:12

14:12

3:12

16:12

16:12

3:12

3:12

16:12

3

1

2

:12

±3

1

2

:12

1

4

:12 (min)

12:12

VARIES PER

ELEVATIONS

2

1

2

:1

2

GUTTER WITH DOWNSPOUTS AT KNEE BRACES BELOW.

DISCHARGE DOWNSPOUTS PER SITE DRAINAGE PLAN.

BUILT-IN GUTTERS WITH

DOWNSPOUTS AS SHOWN.

DISCHARGE DOWNSPOUTS PER SITE

DRAINAGE PLAN.

GUTTER WITH DOWNSPOUTS AS SHOWN

DISCHARGE DOWNSPOUTS PER SITE DRAINAGE PLAN.

A-4.2B

A-3.3EAST A-3.3

EAST

KITCHEN RANGE

HOOD EXHAUST

4'-0"

1

4

:12 (min)

PIT

CH

B

RE

AK

RID

GE

1

AD-2

2

AD-2

3'-0"

2'-0"

PIT

CH

B

RE

AK

VA

LLE

Y

RIDGE

3'-0"

3'-0"

6'-6"

w

/1

:1

2

T

IL

T

(

S

E

E

N

. E

L

E

V

A

T

IO

N

)

R

1

0

-

0

"

S

E

E

W

E

S

T

E

L

E

V

A

T

IO

N

A-4.3C

A-4.3C

A-4.4D

2'-0"

4

'

-

0

"

4'-0"

SNOW GUARD, TYP.

RID

GE

VA

LLE

Y

VALLEY FLASHING w/ICE

MELT WHERE SHOWN, TYP.

5'-6"

5'-0"

5'-0

"

COPPER ROOFING

BUILT-UP ROOFING SYSTEM

SYNTHETIC SLATE ROOFING

COPPER ROOFING

2'-0

"

4

'

-

0

"

1'-9"

3'-0"

(ROOF BELOW)

3'-0"

4

'

-

0

"

VALLEY FLASHING w/ICE

MELT WHERE SHOWN, TYP.

ICE MELT AT DRIP EDGE

WHERE SHOWN, TYP.

15'-7

1

2

"

STONE CHIMNEY CAP

4

AD-2

16

AD-2

DOUBLE

CHIMNEY

STONE CHIMNEY CAP

4

AD-2

SIM

6

'-

6

"

4

'-

6

"

V

A

L

L

E

Y

FLASHING WITH

ICE MELT

SNOW GUARD, TYP.

DRAINAGE FLASHING

WITH ICE MELT

SNOW FENCES, TYP.

8

HEN

KE

RESI

DEN

CE

9630

Ahw

ahne

e Pl

ace,

Lot

612

, Mar

tis C

amp

PLA

CER

CO

UN

TY, C

ALI

FORN

IAA

PN.1

06-2

80-0

02

c C

op

yrig

ht 2

01

2 M

WA

, In

c - A

ll p

la

ns a

re

p

ro

pe

rty o

f M

WA

, In

c &

a

re

a

n in

stru

me

nt o

f se

rvice

.

M W

A

IN

C

a r

c h

i t e

c t

s / e

n g

i n

e e

r s

WO

RKIN

G P

LAN

S - N

OT

FOR

CO

NST

RUC

TIO

NM

ay 0

7, 2

014

11:2

1

May 07, 2014

RO

OF

PLA

N

SCALE: 1/4"=1'-0"

ROOF PLAN

16'

12'

8'

4'

0'

N

O

R

T

H

GENERAL SHEET NOTES1. SEE SHEET A-SP AND A-3.1 FOR MATERIALS LIST.

SEE SHEET A-2.1 FOR ADDITIONAL NOTES.

SEE SHEET A-4.1 FOR FURTHER CONSTRUCTION ASSEMBLY

INFORMATION.

2. W. R. GRACE ICE AND WATER SHIELD ROLLED ROOFING

PRODUCT IS TO BE USED AS UNDERLAYMENT FOR ALL ROOF

MATERIALS ON PITCHES FROM 2:12 TO STEEPER PITCHES.

3. FOR ROOF SLOPES OF LESS THAN 2:12, THE FOLLOWING

SPECIFICATIONS ARE TO BE USED AS UNDERLAYMENT- CLASS

A RATED WATERPROOF, TORCH DOWN, MEMBRANE ROOFING-

COMPRISED OF (1)LAYER OF GLASBASE, NAIL APPLIED, (1)SELF

ADHERED BLACK DIAMOMD SHEET, (1)STA TORCH APPLIED,

(1)GTA-FR TORCH APPLIED, ALL BY CERTAINTEED, OR EQUAL,

INSTALLED PER MANUFACTURERS RECOMMENDATION OVER

PLYWOOD.

4. ALL FLASHING TO BE DESIGN/BUILD BY CONTRACTOR.

ARCHITECT AVAILABLE FOR CONSULTATION.

R:\Jo

b F

ile

s\M

artis C

am

p\H

en

ke

-6

12

-1

01

00

1\P

LO

T S

HE

ET

S\1

01

00

1-A

23

(R

OO

F).d

wg

, 5

/7

/2

01

4 1

1:2

1:4

4 A

M, g

eo

rg

e, D

WG

T

o P

DF

.p

c3

, 1:1

, C

opyrig

ht 2

01

4 M

WA

, In

c.

15

1416

1718

19

ABCDE

aa

bb

cc

ee

ff

hh

jj

kk

aabb

ddee

hh

kk

iiiiii

JK

ivv xx

A-4

.X?

1

2

:1

2

1

2

:1

2

1

2

:1

2

1

2

:1

2

3

:1

2

1

4

:1

2

(

m

in

)

1

4

:1

2

(

m

in

)

12:12

12:12

2

1

2

:12 2

1

2

:12

1

4

:1

2

(

m

in

)

3:12

3:12

VARIES PER

ELEVATIONS

E

Y

E

B

R

O

W

R

O

O

F

2

1

2

:1

2

2

1

2

:1

2

2

1

2

:1

2

GUTTER WITH DOWNSPOUTS AT KNEE BRACES BELOW.

DISCHARGE DOWNSPOUTS PER SITE DRAINAGE PLAN.

BUILT-IN GUTTERS WITH

DOWNSPOUTS AS SHOWN.

DISCHARGE DOWNSPOUTS PER SITE

DRAINAGE PLAN.

DISCHARGE GUTTER ONTO 3:12 ROOF SURFACE BELOW

w/ICE MELT ON ROOF SURFACE TO PREVENT FREEZING

A-3.3EAST A-3.3

EAST

BUILT-IN GUTTER

SLOPE GUTTER SLOPED

TOWARDS DOWNSPOUTS

1

8

" PER FOOT (MIN)

GAS FIREPLACE FLUE CHASE

PLUBMING VENT, TYP.

(EXACT POSITION MAY VARY)

gg

dd

zz

AA

KITCHEN RANGE

HOOD EXHAUST

4'-0"

4

'

-

6

"

RID

GE

1

AD-2

2

AD-2

2'-6" TO FACE OF BEAM

1

AD-2

R

1

4

-

3

"

@

O

U

T

S

ID

E

S

U

R

F

A

C

E

w

/1

:1

2

T

IL

T

(

S

E

E

N

. E

L

E

V

A

T

IO

N

)

R

1

0

-

0

"

S

E

E

W

E

S

T

E

L

E

V

A

T

IO

N

R

1

0

-

0

"

S

E

E

W

E

S

T

E

L

E

V

A

T

IO

N

A-4.4D

2'-0"

4

'

-

0

"

4'-0"

SNOW GUARD, TYP.

VALLEY FLASHING w/ICE

MELT WHERE SHOWN, TYP.

5'-6"

5'-0"

5'-0

"

1

0

'

-

5

1

2

"

4

'

-

0

"

VALLEY FLASHING w/ICE

MELT WHERE SHOWN, TYP.

STONE CHIMNEY CAP

4

AD-2

SIM

5'-7

1

2

"

±3'-3"

±6'-6"

±

1

0

3

4"

3

'-

0

"

4

'-

6

"

6

'-

6

"

6

'-

6

"

4

'-

6

"

4

'-

0

"

3

'-

0

"

R17'-0"

R14'-6"

R8'-6"

SKYLIGHT w/ TINTED GLAZING ON 6" TALL CURB

FRAME COLOR AND MATERIAL TO MATCH WINDOW CLADDING

SNOW GUARD, TYP.

DRAINAGE FLASHING

WITH ICE MELT

SNOW FENCES, TYP.

8

8

HEN

KE

RESI

DEN

CE

9630

Ahw

ahne

e Pl

ace,

Lot

612

, Mar

tis C

amp

PLA

CER

CO

UN

TY, C

ALI

FORN

IAA

PN.1

06-2

80-0

02

c C

op

yrig

ht 2

01

2 M

WA

, In

c - A

ll p

la

ns a

re

p

ro

pe

rty o

f M

WA

, In

c &

a

re

a

n in

stru

me

nt o

f se

rvice

.

M W

A

IN

C

a r

c h

i t e

c t

s / e

n g

i n

e e

r s

WO

RKIN

G P

LAN

S - N

OT

FOR

CO

NST

RUC

TIO

NM

ay 0

7, 2

014

11:2

2

May 07, 2014

RO

OF

PLA

N

SCALE: 1/4"=1'-0"

ROOF PLAN

16'

12'

8'

4'

0'

R:\Jo

b F

ile

s\M

artis C

am

p\H

en

ke

-6

12

-1

01

00

1\P

LO

T S

HE

ET

S\1

01

00

1-A

23

(R

OO

F).d

wg

, 5

/7

/2

01

4 1

1:2

2:3

9 A

M, g

eo

rg

e, D

WG

T

o P

DF

.p

c3

, 1:1

, C

opyrig

ht 2

01

4 M

WA

, In

c.

11

'-6

"1

1'-6

"

MAX BUILDING ELEVATION PER PLACER CO

6281.3'

9'-0

1

2

" P

.H

. A

FF

A-4.1B

3

9

35'-0 abv grade

3

5

'-0

a

b

v g

ra

d

e

11

'-6

" P

.H

. A

FF

8'-4

1

2

" P

H A

FF

13

A-4.2B

±8'-2" P.H. AFF

MA

TC

H T

OP

O

F D

OO

RS

FFE @ 2nd Floor

6254'-0"

FFE @ First Floor

6242'-6"

FFE @ 3rd Floor

6265'-6"

MAX ELEVATION OF ARCH FEATURES - TOWER ROOF PEAK

6286.7'

AVERAGE GRADE

6245'-0"

HIGH GRADE

6254'-0"

36

.3

'3

6.3

x1

5%

=5

.4

'

12

'-2

"

19

'-6

1

2

"

STONE

STUCCO

8'-0

"

HIGH GRADE

3:12

14:12

12:12

16:12

3:12

12

'-1

1

2

"

SAFETY

RAIL

CUSTOM

OUTDOOR GAS

FIREPLACE

16

AD-2

GAS METER BELOW

COVERED DECK

RETAINING WALL

SKYLIGHT PER PLAN

RIDGE ELEVATION @ PLAY ROOM

6277.7'

RIDGE ELEVATION

6270.6'

(2) RECESSED WALL

MOUNTED SPEAKERS

(2) WALL MOUNTED

LIGHTS, PAINT TO

MATCH SIDING

VENT COVER, PAINT

TO MATCH SIDING

COPPER DRAIN

OUTLET

DOWNSPOUT,

PAINT TO MATCH

SIDING

8

8

8

35'-0 abv grade

13

'-6

" M

IN

EXISTING GRADE

PROPOSED GRADE

11

'-6

"

4'-6

"

FFE=6242.5'

@ENTRY

10

'-0

"

16:12

3:12

FFE @ Billiards Room

6242'-6"

11

'-6

"

9'-5

"1

3'-0

"

8'-9

1

2

"9

'-6

"

14'-6" CLR

A-3.2NORTH

ABCDEFGHJK

8'-1

"

±10'-0"

9'-1

1

2

"

14:12

A-4.4D

A-3.3SOUTH

STONE

STUCCO

12:12

DECORATIVE

COPPER

PANELS

CHIMNEY

4

AD-2

STUCCO

EXTERIOR LIGHT

FIXTURE, TYPICAL

WROUGHT IRON SAFETY RAILING PER PLAN, TYP.

WROUGHT IRON SAFETY

RAILING PER PLAN, TYP.

16:12

3:12

FFE @ Tower

6265'-6"

FFE @ 2nd Floor

6254'-0"

11

'-6

"

FFE @ 2nd Floor

6254'-0"

FFE @ First Floor

6241'-0"

DECORATIVE

COPPER PANELS

CHIMNEY

4

AD-2

ROOF PEAK

6276.7'

ROOF PEAK

6280.8'

RECESSED LED

EXTERIOR LIGHT

FIXTURE, TYPICAL

19

AD-2

19

AD-2

ENTRY GATE

w/MAN DOOR

8

AD-2

20

AD-2

WROUGHT IRON SAFETY

RAILING PER PLAN, TYP.

HOSE BIB, PAINT

TO MATCH SIDING

MOUNT SPEAKERS

TO CEILING BETWEEN

RAFTERS, PAINT

JUNCTION BOX COVERS

TO MATCH SIDING

HIDE MANIFOLD BEHIND

LANDSCAPE BOULDERS

WALL MOUNTED SECURITY

CAMERA, PAINT TO MATCH

SIDING

(2) RECESSED

CEILING-MOUNTED

SPEAKERS

(3) DRAIN HOLES

FOR COVERED PATIO

ADD 5' STONE

COLUMNS ON BOTH

SIDES OF DRIVEWAY

TO COMPLETE GATE

FRAMING FOR

POTENTIAL FUTURE

USE

8

8

8

8

8

8

8

8

+/- 16" TALL COPPER FINIAL,

3 LOCATIONS

A-4.1A

SCALE: 1/4''=1'-0"

SOUTH ELEVATION

MATERIALS LIST (preliminary)

GENERAL SHEET NOTES

HEN

KE

RESI

DEN

CE

9630

Ahw

ahne

e Pl

ace,

Lot

612

, Mar

tis C

amp

PLA

CER

CO

UN

TY, C

ALI

FORN

IAA

PN.1

06-2

80-0

02

c C

op

yrig

ht 2

01

2 M

WA

, In

c - A

ll p

la

ns a

re

p

ro

pe

rty o

f M

WA

, In

c &

a

re

a

n in

stru

me

nt o

f se

rvice

.

M W

A

IN

C

a r

c h

i t e

c t

s / e

n g

i n

e e

r s

WO

RKIN

G P

LAN

S - N

OT

FOR

CO

NST

RUC

TIO

NM

ay 0

7, 2

014

11:4

1

May 07, 2014

BU

ILD

ING

ELEV

ATI

ON

S

ROOFING MEMBRANE:

Provide proper ice dam membrane at valleys, eaves, and up sidewalls, over entire roof, and as required by code and as to preventleaks. Membrane shall be Bithuthene Ice and Water Shield or Ultraby W.R. Grace (or equal) installed per manufacture's specificationsto maintain warranty. Contractor to provide a minimum 5-yearunlimited warranty of all installation, roofing, flashing, andmembranes.

SYNTHETIC SLATE ROOFING:

Tamko Lamarite Slate Pre-blend mix of Shadowstone and StoneGray, UL Class 'A' assembly with 50 year warranty. Install permanufacturer's recommendations. Confirm with manufacturer thattheir warranty covers product when used over un-vented roof.Provide alternate bid for Multi-width DaVinci in a custom colorblend of Slate Gray, Dark tan, Dark Stone, and Medium Tahoe.(verify w/ Owner)

LOW SLOPE ROOFING:

Provide class A rated, waterproof, self-adheisive membrane roofingwith a 20 year warranty, all be CertainTeed Flintastic SA (or equal)color TBDNailable: SA NailBase, SA PlyBase, SA Mid Ply and SA Cap (SACap FR) installed per manufacture's recommendation overplywood. Cover any exposed seams with adhered matching ballastsand. Confirm with manufacturer that their warranty covers productwhen used over un-vented roof

METAL ROOFING AND FLASHING:

20 oz./sq.ft. copper sheet per ASTM B 370, H00 temper, flat seam.Provide proposed design shop drawings for approval prior tofabrication. Fasteners to be copper, hardware bronze, or Series 300stainless steel. Solder to be ASTM B-32 Sn 50 (or equal) Fabricateand detail per SMACNA's “Architectural Sheet Metal Manual”Install over ASTM D-226 type II #30, slip sheet, and W.R. GraceUltra.

SNOW RETENTION SYSTEMS:

12" TALL D-3H DECK MOUNT SNOW FENCES3

8"th COPPER (ASTM B124) WITH MILL FINISH.w/Ø1" (1.315"OD) COPPER FENCE PIPE

3" DIAMETER SNOW BRACKET E-S48 oz. COPPER (ASTM B152)

CHIMNEY CAP/FLASHING:

20oz. copper flashing. Contractor to be responsible fordesign-build of all roofing, membranes, and flashings per 075100above. Provide stainless steel backing support for areas subject toimpact or destructive loads.

SIDING:

WOOD SIDING:Cedar or B-grade redwood with a flame spread rating of notmore than 75 per ASTM E84. Horizontal: min. 1x10 shiplap,Rabbeted Bevel, or T&G w/ 2x2 trim to match siding at insidecorners. Vertical: 1x4 v-groove t&g.

1. To comply with the Wildland Urban Interface buildingcode, siding must be solid “Wood” siding w/ FlameSpread Rating not greater than 150, with interlockingjoint profiles.2. Sizes: Minimum nominal 1” thickness in basic profileby minimum nominal 6” width. (American SoftwoodLumber Standard PS 20).

3. Lumber grades: No through holes or loose knots.4. Special instructions: solid wood siding shall be installedover 7/16” minimum thickness structural plywood orOSB. The recommended installation practice for solidwood siding in wall construction regarding butt andoverlapping joints is: butt joints between pieces should bestaggered a minimum of 12” and all butt joints should beflush with no gap. Nail joints into the studs or blockingmembers. One nail at each crossing with the wood framesupport member shall be used for nominal 6” siding and 2nails for nominal 8” or wider siding.

STUCCO SIDING:3-Coat cement plaster over metal lath with furring nails overGrade D-60 building paper, over flashing, over tybek housewrap over sheathing.

STONE VENEER:The anchored stone veneer shall be a maximum 5” thick andbattered per elevations. Exterior and interior veneer at walls andfireplace surrounds, shall be a mix of basalt and granite, roughlysquared, to match the Foster Residence in Stony Ridge, in varyingshapes and sizes. The intent is for a warm-tone stone with tan,brown, and rust colors. Provide large rounded moss and lichencovered granite boulders at the base. All shall be installed with adark grey tinted, deep pointed mortar joint. The coloring pigmentshall be pure ground mineral oxide, non-fading and alkali proof,color approved by Architect. The Architect and owner to review aninstalled sample per 04440 above. Installation shall comply withCRC Section R703.7 and sections 6.1 and 6.2 ofACI530/ASCE 5/TMS 402.

LANDSCAPE AND SITE WALL STONE:Site walls and drainage features may be field stone basalt or graniteor other locally available stone of colors to blend with local soil.

SOFFITS:Exterior enclosed soffits shall be 1x6 FRT v-groove T&G deckingand exterior wood ceilings and exposed eaves shall be 2x6 T&Gdecking over rafters. Material and finish for both shall be selectedto match siding. See details.

DOORS:

1. Doors: All doors shall be equipped with hardware as required for acomplete and operational system. Exterior doors shall besealed/caulked and fully weather-stripped, top, bottom, and allsides, and shall be operating snug and smoothly. Exterior doorsshall have bronze anodized aluminum thresholds, sweeps andhardware unless otherwise noted.

2. Exterior Glass Doors are by window manufacturer where noted as“French” in finish schedule and/or “FR” on plans unless otherwisenoted.

3. Wood Exterior Doors shall be Craftsmen in Wood (or equal), plankstyle 212-XX-A, fire rated 2 1/4” solid wood per WUI code, with1-1/4' jambs -, Rustic Knotty Alder. Bid installed with latches andstops.

4. Garbage Room door to be a flat skin steel door painted w/ colorTBD and custom forged steel skin w/ straps and fasteners TBD.Provide matching steel jamb, round knob and thumb-turn dead bolt.

5. Garage doors: insulated overhead sectionals w/ 1 hp. openers. Doormust be non-combustible or covered with fire-retardant treatedsiding. See elevations for design. Provide ¼” thick neoprenedampener spacers at all mounting locations of track and motor forsound and vibration isolation. Provide keypad for garage doors atlocation TBD.

6. Provide fire rated door between house and garage similar to interiordoors with closer.

WINDOWS:

Sierra Pacific “Sedona Collection,” (or equal) Metal clad "601

Bronze Anodized 072", paint grade pine, LoE 366 dual glazing,

7/8” “Contemporary

simulate” bars, bronze hardware with dark oil-rubbed finish &

wood screens. All glazing shall be tempered to meet Wildland

Urban Interface building code requirements. Interior finish shall

be a multi-coat process to simulate steel windows, similar to

that achieved in the Jones Residence in Lahontan.

SKYLIGHTS:

Skylights to feature tinted glazing. Frames to feature Metal

clad "601 Bronze Anodized 072" (or equal). Verify material

samples on site with Martis Camp design review prior to

ordering/fabricating skylight.

WOOD DECKING: 2X REDWOOD

WEST ELEVATIONSCALE: 1/4''=1'-0"

1. SEE FLOOR PLANS FOR WINDOW SIZES AND FUNCTION

2. Please take note that Martis Camp is located in a Wildland Urban

Interface Fire Hazard Severity Zone, therefore all new

construction must comply with Chapter 7A of the California

Building Code. This will likely affect the construction and exterior

material selections for the home. More information can be found

on the Cal Fire website at www.fire.ca.gov. Please note at all

elevation sheets: All exterior materials comply with Chapter 7A

of the California Building Code.

3. It is assumed that some if not many of the openings for

mechanical use will be design/build and deferred to Construction

or moved during the course of Construction. Please add a note

that states: All exposed mechanical and plumbing venting

locations to be approved by Architecture Review prior to

installation and painted a color that complements the

surrounding material (roof/siding).

4. An on-site mock-up of all exterior materials must occur for Martis

Camp approval prior to the ordering of materials.

5. All exterior copper elements to be patina'd to reduce reflectivity

3

8

R:\Jo

b F

ile

s\M

artis C

am

p\H

en

ke

-6

12

-1

01

00

1\P

LO

T S

HE

ET

S\1

01

00

1-A

3x (E

LE

V).d

wg

, 5

/7

/2

01

4 1

1:4

0:5

9 A

M, g

eo

rg

e, D

WG

T

o P

DF

.p

c3

, 1:1

, C

op

yrig

ht 2

01

4 M

WA

, In

c.

9'-4

1

2

"1

3'-0

"

PROVIDE SPILLWAY IN EAST

RETENTION BASIN INTO DRIPLINE

TRENCH. CONNECT DRIPLINE

TRENCH TO WEST RETENTION

BASIN.

GAS FIREPLACE

EXHAUST VENT (COPPER)

INSTALL PER MFR

SPECIFICATIONS.

9'-4

1

2

"

FFE @ 2nd Floor

6254'-0"

FFE @ Guest Suite

6241'-0"

16:12

3:12

A-4.2B

A-4.3C

CLOTHES DRIER

EXHAUST VENT PAINTED

TO MATCH STUCCO

CRAWL SPACE

VENTS AS REQUIRED

RETAINING WALL

SNOW GUARDS

LOW GRADE

6236'-0"

RANGE EXHAUST VENT,

PAINT TO MATCH SIDING

(2) WINDOWS BUILT AS HALF

WIDTH, TRUE TO FORM

PLUMB VENT

ADD ADDITIONAL SNOW

GUARDS TO LOWER ROOF

8

8

GATE FOR SNOW REMOVAL

8

LOUVERED CRAWL

SPACE DOOR w/

VERTICAL T&G INFILL &

LOUVERED REDWOOD

VENT, DESIGN REVIEW

TO APPROVE MATERIALS

ON SITE

ELECTRICAL

TRANSFORMER

PER PLAN, 10' CLR

TO COMBUSTIBLES

8

8

8

8

EXISTING GRADE

PROPOSED GRADE

11

'-6

"1

1'-6

"

FFE @ 2nd Floor

6254'-0"

FFE @ First Floor

6242'-6"

12

'-0

"7

'-6

"

16:12

14:12

12:12

3:12

A-4.3C

STONE

STUCCO

VENTURA CAST STONE,

INSTALL PER MFR.

14

'-9

"

2'-9

"

11

'-6

"

UTILITY ROOM DOOR,

FINISH / COLOR TO MATCH

LIGHT FIXTURE ABV.

BATHROOM VENT, PAINT

TO MATCH SIDING

8

A-4.2B

8

SCALE: 1/4''=1'-0"

NORTH HIDDEN ELEVATION

GENERAL SHEET NOTES

HEN

KE

RESI

DEN

CE

9630

Ahw

ahne

e Pl

ace,

Lot

612

, Mar

tis C

amp

PLA

CER

CO

UN

TY, C

ALI

FORN

IAA

PN.1

06-2

80-0

02

c C

op

yrig

ht 2

01

2 M

WA

, In

c - A

ll p

la

ns a

re

p

ro

pe

rty o

f M

WA

, In

c &

a

re

a

n in

stru

me

nt o

f se

rvice

.

M W

A

IN

C

a r

c h

i t e

c t

s / e

n g

i n

e e

r s

WO

RKIN

G P

LAN

S - N

OT

FOR

CO

NST

RUC

TIO

NM

ay 0

7, 2

014

11:5

0

May 07, 2014

BU

ILD

ING

ELEV

ATI

ON

S

NORTH ELEVATIONSCALE: 1/4''=1'-0"

1. SEE SHEET A-3.1 FOR MATERIALS SPECIFICATIONS.

2. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST OCCUR FOR

MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF MATERIALS.

3

8

R:\Jo

b F

ile

s\M

artis C

am

p\H

en

ke

-6

12

-1

01

00

1\P

LO

T S

HE

ET

S\1

01

00

1-A

3x (E

LE

V).d

wg

, 5

/7

/2

01

4 1

1:5

0:5

6 A

M, g

eo

rg

e, D

WG

T

o P

DF

.p

c3

, 1:1

, C

op

yrig

ht 2

01

4 M

WA

, In

c.

MA

IN

TA

IN

1

3'-6

" C

LE

AR

HE

IG

HT

, M

IN

IM

UM

11

'-6

"

EXISTING GRADE

PROPOSED GRADE

FFE @ 2nd Floor

6254'-0"

FFE @ Guest Suite

6241'-0"

13

'-0

"

GAS FIREPLACE

PER PLAN

SAFETY RAILING

GAS FIREPLACE

EXHAUST, COPPER.

STUCCO

WIDE SHUTTER FOR

NARROW WINDOW

WIDE SHUTTER FOR

NARROW WINDOW

8

8

62

42

'-0

"

GEAR

ROOM

PLAY

ROOM

WINDOW SEAT

PER FLOOR PLAN

RE

TA

IN

IN

G W

AL

L

19

'-7

1

2

"

12

'-2

"

1'-3

"

9'-5

"

8'-9

1

2

"

7'-8

"

9'-6

"

8'-6

"

H J K

1

1

2

"

FFE @ 2nd Floor

6254'-0"

FFE @ Guest Suite

6241'-0"

B C D E F G

WOOD SIDING

STUCCO

6'-3

"

3'-0"

STUCCO

STONE

1'-9"

8

(3) WINDOWS WITH WOOD

LINTEL AND STONE SILL

8

EAST (HIDDEN) ELEVATION

HEN

KE

RESI

DEN

CE

9630

Ahw

ahne

e Pl

ace,

Lot

612

, Mar

tis C

amp

PLA

CER

CO

UN

TY, C

ALI

FORN

IAA

PN.1

06-2

80-0

02

c C

op

yrig

ht 2

01

2 M

WA

, In

c - A

ll p

la

ns a

re

p

ro

pe

rty o

f M

WA

, In

c &

a

re

a

n in

stru

me

nt o

f se

rvice

.

M W

A

IN

C

a r

c h

i t e

c t

s / e

n g

i n

e e

r s

WO

RKIN

G P

LAN

S - N

OT

FOR

CO

NST

RUC

TIO

NM

ay 0

7, 2

014

11:2

5

May 07, 2014

GA

RA

GE

ELEV

ATI

ON

S

SOUTH (HIDDEN) ELEVATION

SCALE: 1/4''=1'-0"

SCALE: 1/4''=1'-0"

GENERAL SHEET NOTES1. SEE SHEET A-3.1 FOR MATERIALS SPECIFICATIONS.

2. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST OCCUR FOR

MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF MATERIALS.

3

5

8

R:\Jo

b F

ile

s\M

artis C

am

p\H

en

ke

-6

12

-1

01

00

1\P

LO

T S

HE

ET

S\1

01

00

1-A

3x (E

LE

V).d

wg

, 5

/7

/2

01

4 1

1:2

4:5

8 A

M, g

eo

rg

e, D

WG

T

o P

DF

.p

c3

, 1:1

, C

op

yrig

ht 2

01

4 M

WA

, In

c.

EXISTING GRADE

PROPOSED GRADE

8'-0

"

8'-3

"

stormwater retention basin

9'-0

1

2

"

i ii iii iv v1'-6" 4'-0"

FFE @ 2nd Floor

6254'-0"

Garage Floor

6241'-0"

6'-8

"

8'-0

"

8

8

8

8

8

8

8

8

8

8

8

8

8

8

RIDGE ELEVATION

6270.6'

PLUMB VENT

SECURITY CAMERA,

PAINT TO MATCH SIDING

FIREPLACE VENT,

PAINT TO MATCH SIDING

SPA SHUTOFF, PAINT

TO MATCH SIDING

GAS LINE

SECURITY CAMERA,

PAINT TO MATCH SIDING

ADD WOOD

LINTEL TO

WINDOWS

DRAINS, PAINT TO

MATCH SIDING

UTILITY PANEL, PAINT

TO MATCH SIDING

EXTERIOR SOCKET

COVERS, PAINT TO

MATCH SIDING

EXTERIOR SOCKET

COVERS, PAINT TO

MATCH SIDING

DOWN SPOUT

DRIER VENT, PAINT

TO MATCH SIDING

GAS FIREPLACE

FLUE CHASE

EXISTING GRADE

PROPOSED GRADE

±7'-0

1

2

"

±7'-9

1

2

"

7'-1

1"

±8'-3"

R

1

0

'

-

0

"

R

1

4

'

-

3

"

R

1

0

'

-

0

"

1:12 TILT

±8'-8

1

4

"

1

4

:12

9'-0

1

2

"

FFE @ 2nd Floor

Garage Floor

8

13

'-0

"

7'-5

" @

3

:1

2 R

OO

F B

EY

ON

D

3'-0"

4

1

2

"

4

1

2

"

12:12

3:12

2

1

2

:12

2

1

2

:12

1:12

±9'-1

1

2

"

HIGH POINT AT RADIUSED

BATHROOM CEILING

SNOW GUARDS PER ROOF PLAN, TYP.

4'-0"

4'-0"

±8'-3"

Garage Floor

6241'-0"

FFE @ 2nd Floor

6254'-0"

RIDGE ELEVATION

6270.6'

GARAGE EAST ELEVATION

HEN

KE

RESI

DEN

CE

9630

Ahw

ahne

e Pl

ace,

Lot

612

, Mar

tis C

amp

PLA

CER

CO

UN

TY, C

ALI

FORN

IAA

PN.1

06-2

80-0

02

c C

op

yrig

ht 2

01

2 M

WA

, In

c - A

ll p

la

ns a

re

p

ro

pe

rty o

f M

WA

, In

c &

a

re

a

n in

stru

me

nt o

f se

rvice

.

M W

A

IN

C

a r

c h

i t e

c t

s / e

n g

i n

e e

r s

WO

RKIN

G P

LAN

S - N

OT

FOR

CO

NST

RUC

TIO

NM

ay 0

7, 2

014

11:2

5

May 07, 2014

GA

RA

GE

ELEV

ATI

ON

S

GARAGE WEST ELEVATIONGARAGE NORTH ELEVATION

SCALE: 1/4''=1'-0"

SCALE: 1/4''=1'-0"SCALE: 1/4''=1'-0"

GENERAL SHEET NOTES1. SEE SHEET A-3.1 FOR MATERIALS SPECIFICATIONS.

2. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST OCCUR FOR

MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF MATERIALS.

3

8

R:\Jo

b F

ile

s\M

artis C

am

p\H

en

ke

-6

12

-1

01

00

1\P

LO

T S

HE

ET

S\1

01

00

1-A

3x (E

LE

V).d

wg

, 5

/7

/2

01

4 1

1:2

5:3

9 A

M, g

eo

rg

e, D

WG

T

o P

DF

.p

c3

, 1:1

, C

op

yrig

ht 2

01

4 M

WA

, In

c.