mitchell 127 a2.1-2.7 plans .25 04.28.14 johnson/av… · main residence - garage floor plan main...

SHEET

NO: DATE: TITLE:

REVISIONS:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

12.18.13

EK

12.03.131 CDH PERMIT

04.01.142BUILDING DEPT.RESUBMITTAL

MAIN RESIDENCE - GARAGE FLOOR PLAN

MAIN RESIDENCE - GARAGE REFLECTED CEILING PLAN

A2.1

25 of 97

106

109

111

110

108

107

W.P.

CLCOLUMN

=WALL

SS

S

W.P.

W.P.

W.P.

C LR

OO

M

CLSHOWER

2'-6"2'-6"

2'-6

"2'

-6"

EQ. EQ. EQ.

CLDOOR CL

DOOR

EQ.

EQ.

3'-8"

3'-8"

CLPOST

W.P.

UP

C LW

ALL

C LW

ALL

CLWALL

7'-4

"

SSS

+9'-0" A.F.F.

G.W.B.

INDICATES HEIGHT OF FINISH CEILING ABOVE FINISH FLOOR - ACTUAL HEIGHTS MAY VARY. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

SINGLE POLE SWITCH

THREE WAY SWITCH

MANUAL ON OCCUPANCY SENSOR (30 MIN. MAX. TIME DELAY)

GARAGE DOOR OPENER

5/8" GYPSUM WALL BOARD

PL. SMOOTH-TROWELLED CEMENT PLASTER - UNCOLORED FINISH COAT

M.R.G.W.B. 5/8" MOISTURE RESISTANT G.W.B.

WD-1 UNFINISHED 1x6 T&G WESTERN RED CEDAR, BUTT JOINT DOWN, SMOOTH FACE DOWN, GRADE A AND BETTER CLEAR

WD-2

WALL MOUNTED LIGHT FIXTURE - BK LIGHTING 'EL CAPITAN' 8 WATT, BRONZE FINISH

CEILING MOUNTED LIGHT FIXTURE - BY OWNER

LEGEND:

3" RECESSED LOW VOLTAGE LIGHT FIXTURE

RECESSED DOWNLIGHT - HALO H4 4" LED w/ SQUARE TUSCAN BRONZE / BLACK BAFFLE TRIM

5" RECESSED LIGHT FIXTURE

AUTO CLOSET LIGHT, HINGE ACTIVATED

RECESSED STEP LIGHT - BEGA 2382 LED BLACK 5.6 WATT

UNDER CABINET LED LIGHT FIXTURE

PATH LIGHT - BK LIGHTING 'LITESTICK' 3 WATT

WALL MOUNTED FLUORESCENT LIGHT FIXTURE - BY OWNER

W.P.

EXHAUST FAN / LIGHT / HEATER - PANASONIC F.V.-11VHL2 (110 CFM)

S

S3

STL. A606 WEATHERING STEEL (AKA 'CORTEN') PANEL

CONC. TINTED CONCRETE, SMOOTH TROWELED FINISH

CEILING FAN WITH LIGHT

SMOKE DETECTOR (CEILING MOUNTED)

CARBON MONOXODE ALARM

UNFINISHED 2x6 T&G WESTERN RED CEDAR, BUTT JOINT DOWN, SMOOTH FACE DOWN, GRADE A AND BETTER CLEAR. PROVIDE 1/2" 'LP FLAME BLOCK' PLYWOOD UNDERLAYMENT AT ALL EAVES AND SOFFITS

W.P. HINGE ACTIVATED WALL MOUNTED WATERPROOF LIGHT FIXTURE

OSCM

CM

W.P.

+VARIES

STAINLESS STEEL HOT WATER BOILER, EXPANSION TANK AND PUMP PANEL

STORAGE RACK

SHELVING ABOVE

400 AMP. ELECTRIC MAIN PANEL

WOOD (IPE) BENCH (17" x 24")

DOWNSPOUT FROM ABOVE

ROOF OVERHANG AND/OR PROJECTION ABOVE

PLANTER

GUARDRAIL - REFER TO ELEVATIONS

HANDRAIL - REFER TO ELEVATIONS

SPA EQUIPMENT - PROVIDE 2" DIAM. P.V.C. OVERFLOW DRAIN PIPE THRU CONCRETE WALL AS SHOWN.

SIDEWALL EXHAUST FAN (50cfm/MIN.) - PROVIDE WEATHERING STEEL VENT ON EXTERIOR WALL

WELDED WIRE MESH FRAMED SCREEN OVER P.V.C. VENT PIPE FROM MECHANICAL ROOM BEYOND - REFER TO MECH/PLUMBING DRAWINGS

WELDED WIRE MESH FRAMED SCREEN - REFER TO DETAIL 11/A8.7

COLORED CONCRETE PAVING. REFER TO LANDSCAPE DRAWINGS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

KEY NOTES:T.O.S.

T.O.P.

T.O.W.

T.O.C.

T.O.D.

F.F.

LEGEND:

INDICATES CMU RETAINING WALL

TOP OF SLAB

TOP OF PAVING

TOP OF WALL

TOP OF CURB

TOP OF DECK

FINISH FLOOR

INDICATES STUD WALL. REFER TO WALL SECTIONS AND PLAN DESIGNATIONS

CL

16'-0"16"

WD-2

+8'-6" A.F.F. M.R.G.W.B.

+7'-0" A.F.F. M.R.G.W.B.

+7'-0" A.F.F. M.R.G.W.B.

CONC.

CONC.

GARAGE STORAGE

+197.04'T.O.S.

+197.25'T.O.S.

MECH. ROOM

DRIVEWAY

TRASH

(+197.00')

U

M A I N R E S I D E N C E G A R A G E F L O O R P L A N1/4" = 1'-0"

M A I N R E S I D E N C E G A R A G E R E F L E C T E D C E I L I N G / E X T E R I O R L I G H T I N G P L A N 1/4" = 1'-0"

1/4" = 1'-0"

35'-11"

23'-1

1 1/

2"

25'-10"

5.00

º

25'-4 1/2"

5'-1

1 3/

4"

10'-7

1/2

"3'

-11"

4'-5"

5'-2 1/4"

5'-1

0 1/

2"

2'-0 1/2"

1'-7 1/2"

5'-9"

6'-0

"8'

-3"

CL

EQ.EQ.

1A5.2

1A5.3

1A5.2

1A5.3

1

A7.4 24

3

1

A7.4 24

3

SLO

PES

DOW

N

SLO

PES

DOW

N

SHOWER(CONC.)

(CONC.)

(CONC.)

(CONC.)

1

2

3

4

5

8

9

10

8

7

6

3

+197.00'T.O.P.

1

A7.4 24

3

1

A7.4 24

3

10'-8

"

F.O

. 8" C

.M.U

.

F.O

. 8" C

.M.U

.

F.O. 8" C.M.U.

F.O

. STU

D

F.O. 8" C.M.U.

F.O. 8" C.M.U.

F.O. 8" C.M.U.

F.O. STUD

F.O. STUD

F.O. STUD

F.O. 8" C.M.U.

3'-4"

3'-4"

OS OS

OS

M.S.

M.S.

M.S.

OS

S

11

12

12

13

2

14

15

SHEET

REVISIONS:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:



1/4" = 1'-0"

12.18.13

M.D.

(+ 207.729')

42 of 97

3'-6

"

3'-6

"

(+ 201.917')

(+ 216.21')

2'-1

0"

8"

2'-0

"

(MIN

.)

CL

A/CCONDENSING

UNIT

1

13

12

14

2

15

16

10

21

18

17

+247.417'T.O. CHIM.

+243.00'T.O.P.

12

1/4" = 1'-0"G U E S T H O U S E - S O U T H E L E V A T I O N

+226.17'F.F.

+228.00'F.F.

2

9

1

4

15

16

2

9

17

1/4" = 1'-0"G U E S T H O U S E - E A S T E L E V A T I O N

+201.25'T.O.S.(HIGH)

+247.417'T.O. CHIM.

+243.00'T.O.P.

+226.17'

+228.00'F.F.

F.F.

BB

DD

CC EE FF

10AA8.5

10A8.5

10BA8.5

10A8.5

4" 4"

2"

2 EQ.4'-11"(V.I.F.)

CL CL CL CL

2"

4

CONCRETE

FINISHES:

PLASTEREXTERIOR BUILDING WALLS – INTEGRALLY COLORED, SMOOTH STEEL TROWELLED EXTERIOR PLASTER FINISH COAT, SMOOTH 'BASE X' SCRATCH AND BROWN COAT OVER 'TYVEK STUCCO WRAP' - SQUARE CORNER BEADS THROUGHOUT. SCHOFIELD 'CHROMIX' SPRING BEIGE 5130

INTERIOR BUILDING WALLS AND CEILINGS - UNCOLORED STEEL TROWELED 'BASE 100' PLASTER FINISH COAT OVER 1/2" BLUEBOARD

STEEL (EXPOSED TO VIEW)

COR-TEN, WEATHERING STEEL.

CONCRETE VENEER

CONCRETE STAIRS AND LANDINGS, EXTERIOR FLATWORK

INTERIOR FLOORS EXPOSED SLABS TO BE STAINED, SMOOTH TROWELLED FINISH w/ CLEAR SEALER. STAIN - ECOPROCOTE 'SOYCRETE' SEMI-TRANSPARENT STAIN. COLOR TO BE DETERMINED.

CHIMNEY, BUILDING WALLS – 4 INCH THICK BOARD FORMED, TINTED CONC. VENEER w/ SANDSTONE RUBBLE OVER W.P. MEMBRANE OVER 2 x STUD WALL CONSTRUCTION. REFER TO DETAILS. CONCRETE COLOR - SCOFIELD 'CHROMIX' ADMIXTURE - SPRING BEIGE 5130

LEGENDT.O.P.T.O.S.F.F.

TOP OF PARAPETTOP OF SLABFINISH FLOOR

===

'COR-TEN' WEATHERING STEEL AND / OR POWDERCOAT TO MATCH

=

WOOD DECKING

5/4 x 6 “IPE” DECKING OVER SLOPED 2 x LIGHT GAUGE STEEL FRAMING - REFER TO DETAILS

ALUMINUM DOORS AND WINDOWS DARK-BRONZE ANODIZED. MISCELLANEOUS BRAKE METAL TO MATCH.

STAINED, ACID WASH FINISH WITH SMOOTH SIDES, 1/4” RADIUS EDGES. SCOFIELD 'CHROMIX' ADMIXTURE - SPRING BEIGE 5130

METAL WALL PANELS,STANDING SEAM ROOF, GUTTERS, DOWNSPOUTS, FASCIAS, EXPOSED FLASHINGS, GARAGE DOORS, BRAKE METAL WHERE NOTED

TRELLIS AND POSTS, OVERFLOW PIPE SCUPPERS, HANDRAILS

POWDERCOATED STEEL - MATCH COR-TEN, WEATHERING STEEL.

WOOD SOFFITS GRADE A AND BETTER CLEAR WESTERN RED CEDAR, SMOOTH FACE DOWN, BUTT JOINT DOWN

2A8.6

SIM.

2A8.6

SIM.

2A8.6

TYP.

(BEYOND)

KEY NOTES:

BOARD FORMED, TINTED CONCRETE AND SANDSTONE RUBBLE VENEER

7/8" EXTERIOR CEMENT PLASTER, INTEGRALLY COLORED, SMOOTH-TROWELLED FINISH - SCHOFIELD 'CHROMIX' SPRING BEIGE 5130

WEATHERING STEEL WALL PANELS AND/OR TRIM

DUAL-GLAZED TEMPERED, DK. BRONZE ANODIZED CASEMENT, FIXED, OR AWNING ALUMINUM WINDOW

DUAL-GLAZED, TEMPERED, DK. BRONZE ALUMINUM SLIDING DOOR

DUAL-GLAZED TEMPERED, DK. BRONZE ALUMINUM FRENCH DOOR

STAINED WOOD SINGLE LITE ENTRY DOOR

OVERHEAD SECTIONAL GARAGE DOORS CLAD w/ 16 GAUGE WEATHERING STEEL PANELS

CLASS 'A' WEATHERING STEEL STANDING SEAM ROOF

INTEGRALLY COLORED, EXTERIOR CEMENT PLASTER CHIMNEY CAP, SMOOTH-TROWELLED FINISH

POWDERCOATED STEEL TRELLIS AND COLUMNS

WEATHERING STEEL RAIL ASSEMBLY w/ SOLID IPE CAP

TINTED CONCRETE TERRACE / STEPS

EXISTING GRADE

FINISH GRADE

INDICATES FINISH FLOOR OR TOP OF DECK

INDICATES HEIGHT LIMIT

INDICATES ROOF / PARAPET BEYOND

INDICATES EXTERIOR SHIELDED LOW VOLTAGE LIGHT FIXTURE. REFER TO SHEET A2.5

UNFINISHED STEEL FRAME WITH W.W.M. CHIMNEY SCREEN

RECESSED TANKLESS WATER HEATER - PAINT TO MATCH PLASTER

3" x 4" A606 'WEATHERING STEEL' DOWNSPOUT

A606 'WEATHERING STEEL' ROOF ACCESS STAIR ON TINTED 4" THICK CONCRETE LANDING

STEEL ROOF ACCESS STAIR

A606 WEATHERING STEEL DRYER / EXHAUST VENT

HANDRAIL / GUARDRAIL - REFER TO ELEVATIONS

CONNECT DOWNSPOUT TO SLOPED, BELOW GRADE DRAINPIPE. REFER TO CIVIL DRAWINGS

3" DIAM. PIPE ROOF DRAIN OVERFLOW SCUPPER - POWDERCOAT TO MATCH 'WEATHERING STEEL' - SEE ROOF PLANS

A/C CONDENSING UNIT ON 4" THICK TINTED CONC. PAD - REFER TO MECHANICAL DRAWINGS

POWDERCOATED STEEL PIPE HANDRAIL BEYOND - REFER TO DETAIL 9A &9B/A8.5

LINE OF FINISH GRADE AT BUILDING FACE BEYOND. PROVIDE STUCCO SCREED PER DETAIL 2/A8.6, TYP.


CONSOLODATE (KITCHEN AND BATH VENTS) AND ROUTE 'PAINTED' SANITARY VENT OUT HIGH SIDEWALL AS SHOWN

STEPPED C.M.U. RETAINING WALL BEYOND. REFER TO FOUNDATION PLANS

WELDED WIRE MESH FRAMED SCREEN

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

23

9A8.2

16

16

1A4.2

27

27

22

28

16

T.O.S.(LOW)

2

14

9

+212.33'T.O.W.

+201.00'

1/4" = 1'-0"G A R A G E - N O R T H E L E V A T I O N

15

2"

3A2.3

2

2

OPP. HAND

31

25

4A6.3

+10'-6"

3'-8

"

+201.50'T.O.S.

1/4" = 1'-0"G A R A G E - E A S T E L E V A T I O N

A4.4

GUEST HOUSE - ELEVATIONS

3A8.6

3'-6

"

6"

CL

33

BEYOND

SHEET

REVISIONS:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:



1/4" = 1'-0"

12.18.13

M.D.

41 of 97

3'-6

"

8'-0"

4'-0"

SECTION A -A (SPA)(UNDER SEPARATE PERMIT) 1/4" = 1'-0"

5/4 IPE DECKING OVER 2 x 6 P.T.D.F. JOISTS @ 16" o./c.

3 x 6 P.T.D.F. LEDGER @ PERIMETER WALLS w/ 1/2" DIAM. A.B.'s @ 24" o./c. (STAGGERED)

2 x 6 P.T.D.F. SILL @ WALL w/ 1/2" DIAM. A.B.'s @ 24" o./c.

6" THICK TINTED, BOARD FORMED, P.I.P. CONCRETE WALLS w/ #4 BARS @ 16" o./c. E.W. AND (2) #3 BARS CONT. TOP.

CONT. 12" DEEP x 18 WIDE P.I.P. CONC. FOOTING w/ (2) #4 BARS CONT. BOTTOM

CONT. 1 x IPE TRIM - ALIGN w/ BOTTOM OF CONC. TERRACE EDGE BEYOND

3" DIAM DRAIN OUTLET - CONNECT TO RIP RAP DISPERSION COURSE - REFER TO SITE PLAN

4" THICK SLOPED CONCRETE SLAB ON GRADE w/ #3 BARS E.W. @ 18" o./c. (CENTERED IN SLAB) OVER 4" SAND

1A8.6

2A8.6

9

2

8

14

5

2

9

13

19

19

+226.17'

+228.00'F.F.

+247.417'T.O. CHIM.

+243.00'T.O.P.

F.F.

+247.417'T.O. CHIM.

+243.00'T.O.P.

14

15

16'-0

"

4

2

1/4" = 1'-0"G U E S T H O U S E - W E S T E L E V A T I O N

1

16

2A6.5

TERRACE

1/4" = 1'-0"G U E S T H O U S E - N O R T H E L E V A T I O N

+201.00'T.O.S.

GUEST HOUSE - ELEVATIONSGARAGE - ELEVATIONS

A4.3+226.17'F.F.

+228.00'F.F.

204

201

202

203

AA

205

GG

HH

CL CLCL EQ. EQ.

11A8.5

11AA8.5

10A8.5

12

3'-6

"

CONCRETE

FINISHES:





CONCRETE VENEER






===


=

WOOD DECKING




METAL WALL PANELS,STANDING SEAM ROOF, GUTTERS, DOWNSPOUTS, FASCIAS, EXPOSED FLASHINGS, GARAGE DOORS, BRAKE METAL WHERE NOTEDTRELLIS AND POSTS, OVERFLOW PIPE SCUPPERS, HANDRAILS



16

3'-6

"

+240.582'T.O.D.

26

16

22

+231.33'T.O.W.

24

27

28

1/4" = 1'-0"G A R A G E - S O U T H E L E V A T I O N

+201.917'T.O.S.

+207.729'T.O.S.

+216.126'T.O.S. 2

2'-0

"

212211

14

9

A

A

+201.00'T.O.S.(LOW)

9A8.2

5'-9

3/4

"8'

-4 3

/4"

9 R

@ 7

.75

13 R

@ 7

.75

(LOW)3'

-6"

KEY NOTES:














EXISTING GRADE

FINISH GRADE





















1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

+235.917'T.O.C.M.U.

+201.25'T.O.S.(HIGH)

35

34

SHEET

REVISIONS:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:



1/4" = 1'-0"

12.18.13

M.D.

A/CCOND.UNIT

+197.00'T.O.S. (LOW)

A4.2

40 of 97

4

14

12

11

2

10

9

10

2

16

21

CONCRETE

FINISHES:





CONCRETE VENEER






===


=

WOOD DECKING







3A8.6

2A8.6

2A8.6

KEY NOTES:














EXISTING GRADE

FINISH GRADE





















1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

23

25

22

3'-6

"

3'-6

"

26

16

14

15

T

27

22

22

28

34

29

25

16'-0

"

+222.84'T.O. CHIM.

+207.00'F.F.

+204.00'F.F.

+202.17'F.F.

1

A6.53'

-0" M

IN.

TERRACE M N

+222.84'T.O. CHIM.

+204.00'F.F.

+202.17'F.F.

R

4A8.6

2'-3

"

ALIG

N

S

A/CCONDENSING

UNIT

+220.50'T.O.P.

U V W

+218.083'T.O.D.

10A8.2

11A8.2

OBLIQUE VIEW(SEE FLOOR PLAN)

+207.00'F.F.

+205.17'F.F.

P Q

O

105

1/4" = 1'-0"R E S I D E N C E - S O U T H E L E V A T I O N

1/4" = 1'-0"R E S I D E N C E - E A S T E L E V A T I O N

RESIDENCE - ELEVATIONS

TYP.

BEYOND

+211.00'T.O. C.M.U.

+211.25'T.O. C.M.U.

+210.25'T.O. C.M.U.+209.917'

T.O. C.M.U.

+209.917'T.O. C.M.U.

4

29

15

A1.6

NN

EQ.

EQ.

3'-0"

1 1/

2"

1"

10 1/2"

7 3/

4"

3" 3"

5"

CUT DOWN CHANNEL AT LANDING AS SHOWN

C10 x 15.3 CHANNEL AT LANDING PERIMETER AND STRINGERS

5/8" ALLTHREAD ANCHORS @ ±16" o./c. - REFER TO DETAILS

ALIG

N

10/A

8.2

11A8

.2

10/A

8.2

11A8

.2

4"

(MIN.)

ROOF ACCESS STAIR3/4" = 1'-0"

1

4" THICK, TINTED P.I.P. CONC. SLAB ON GRADE w/ # 4 BARS @ 18" o./c. E.W. (CENTERED IN SLAB) OVER 4' SAND

5/4 x 6 NAIL SPACED 'IPE' DECKING OVER 2 x 4 (CONT.) P.T.D.F. SLEEPERS @ 16" o./c. - FASTEN DECKING w/ COUNTERSUNK ST. STL. SCREW FASTENERS

1/2" DIAM. A.B. EA. STRINGER

1 1/2" DIAMETER POWDERCOATED STEEL PIPE RAIL WITH 1/8" ST. STL. CABLES. REFER TO DETAIL 1/A8.2 SIM

RADIUS BEND

3'-6

"

SHEET

REVISIONS:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:



1/4" = 1'-0"

12.18.13

M.D.

39 of 97

CL

(SIM.)

+211.00'T.O. C.M.U.

106

BEYOND

106

SIM.

1

8

5

7

9

2

3

16

12

4

2

14

17

3

18

13

11

10

1

12

19

19

3

20

A

B E

D

G

F

J

H

K L

101

ZZZ

X Y

C

102 103 104

108 107

109

(4) EQ.

11A8.5

11A8.5 SIM.

(2) EQ.

3'-6

"

10AA8.5

10BA8.5

12

13

10AA8.5

10BA8.5

10A8.5

(2) EQ.

12

13

1

CLCL

CL

CL CL CL

11AA8.5

CONCRETE

FINISHES:





CONCRETE VENEER






===


=

WOOD DECKING







4A8.6

9

2

19

22

16

27

27

7AA8.4

4BA8.4

7AA8.4

SIM.

7BA8.4

30

25

A/A5.2

A/A5.2

25

CLWINDOW

C L

CORTEN COOKTOP EXHAUST VENT BEYOND

30

+222.84'T.O. CHIM.

+204.00'F.F.

+202.17'F.F.

3A8.6

SIM.

2'-0"(SASH)

2'-0"(SASH)

+220.50'T.O.P.

+207.00'F.F.

+205.17'F.F.

3'-6

"

+218.083'T.O.D.

1/4" = 1'-0"R E S I D E N C E - W E S T E L E V A T I O N

GUARDRAIL: NORTH ELEVATION GUARDRAIL: WEST ELEVATION GUARDRAIL: SOUTH ELEVATION

7'-5

"8"

4"

+204.00'F.F.

OPEN

STAIR GUARDRAIL: NORTH ELEVATION

1/4" = 1'-0"R E S I D E N C E - N O R T H E L E V A T I O N

DRIVEWAY

16'-0

"

+220.50'T.O.P.

+207.00'F.F.

+205.17'F.F.

+197.00'T.O.S. (LOW)

3'-6

"

4"

A4.1

RESIDENCE - ELEVATIONS

KEY NOTES:














EXISTING GRADE

FINISH GRADE





















1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

1/4" = 1'-0"

32

31

2A8.6

BEYOND

8A1.6

(BEYOND)

34

3A8.6

1A8.6

BEYOND 1'-4"

32 SIM.

7A1.6

6A1.6

11A8.7

SIM.11A8.7

DOOR 106 - ELEVATION

12A8.6

12A8.6 SIM.

5AA8.4

SHEET

NO: DATE: TITLE:

REVISIONS:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

12.18.13

EK



U

1'-0

"

(TEMP.)(TEMP.) (TEMP.)

(TEMP.)

2 x 10

2 x

6

2 x

6

2 x

4

2 x

6

A/CCONDENSING

UNIT

G U E S T H O U S E A N D G A R A G E F L O O R P L A N 1/4" = 1'-0"

LIVING ROOMSTUDY BATH

BEDROOM 1(+226.17)

(+228.00)

PORCH

1

A5.4

1A5.5

2A5.4

+201.00'T.O.S.

+201.125'T.O.S.

+200.917'T.O.P.+201.917

T.O.S.

W/D

D

ENTRY

HALL

CLOSET

GARAGE

D

D

TRASH ENCLOSURE

F.P.

TERRACE

C L

U

DRIVEWAY

7'-0"

GUEST HOUSE AND GARAGE FLOOR PLAN

AS NOTED

A2.3

27 of 97

10'-0"

2A5.5

201203

204 205

202

210

209

208

206

207

GG

HH

JJ

AA

BB

CC

DD

EEFF

STORAGE

(CLEAR)

1

A7.5 24

3

1

A7.6 24

3

1

A7.5 24

3

19

6

15

14

6

18

12

17

15

6

16

5

6

2

4

21

22

2

23

3+227.917'

T.O.S.

+227.83'T.O.S.

+227.84'T.O.S.

+227.917'T.O.S.

+231.33'T.O.W.

+227.96'T.O.S.

+235.25'T.O.S.

1

A7.5 24

3

1

A7.5 24

3

1

A7.6 24

3

2 T

@ 1

3"3

R @

7 3

/8"

17 T @ ±12"

18 R @ 7 3/4"

12 T

@ 1

2"13

R @

7 3

/4"

8 T

@ 1

2"9

R @

7 3

/4"

1

2 1

2

WOOD (IPE) DECK / PLATFORM OVER CONCRTE SWALE. REFER TO CIVIL DRAWINGS AND DETAIL ON SHEET C-1

STEPS - REFER TO LANDSCAPE PLANS

STEEL TRELLIS ABOVE

STEEL POST

TINTED CONCRETE AND STONE SITE WALL

WOOD BEAM / ROOF OVERHANG ABOVE

FLAGSTONE PAVING - REFER TO LANDSCAPE PLANS

PLANTER - 1 OF 2 - REFER TO LANDSCAPE PLANS

HIGH WINDOW ABOVE

CONCRETE DRAINAGE SWALE. REFER TO CIVIL DRAWINGS

WOOD BEAM / HIGH CEILING ABOVE


RECESSED SPA SHOWN FOR REFERENCE ONLY - UNDER SEPARATE PERMIT. PROVIDE FLUSH ACCESS PANEL WITH IPE DECKING TO MATCH.

DOWNSPOUT FROM ABOVE

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

KEY NOTES:T.O.S.

T.O.P.

T.O.W.

T.O.C.

T.O.D.

F.F.

LEGEND:


TOP OF SLAB

TOP OF PAVING

TOP OF WALL

TOP OF CURB

TOP OF DECK

FINISH FLOOR

INDICATES CONC. RETAINING WALL

ELECTRICAL SUBPANEL

RECESSED ON-DEMAND WATER HEATER - REFER TO PLUMBING DRAWINGS

BUILDING WALL BEYOND

BOOSTER PUMP FOR WATER SYSTEM


STEEL BEAMS ABOVE

FLUSH STONE HEARTH

WOOD MANTEL ABOVE

STAIR TO ROOF ABOVE

STEP IN WALL ABOVE

A/C CONDENSING UNIT ON CONC. PAD - REFER TO MECHANICAL DRAWINGS

SPA EQUIPMENT BEYOND

FIXED PANEL WITH OPEN SHELVING UNIT

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.2


+207.729'T.O.S.

+201.417'T.O.P.

+216.21'T.O.S.

+215.00'T.O.W.

+216.126'T.O.S.

+200.917'T.O.P.

SLO

PE

3

24

10A8.5

+226.083'T.O.S.

+226.00'T.O.S.

(+201.50')(+201.50')

A6.8

2

+208.583'T.O.W.

13

8"

8'-0"

2'-1

1"7'

-6"

211 212

2

(EGRESS)

SPA

26

27

(CONC.)

R(ABOVE)

(TEMP.)213

15

SEALANT (MATCH CONCRETE) OVER EXPANSION JOINT

5"1'

-3"

3"

3"

3"

(CLR

.)

(CLR.)(CLR.)1'-0"

30 DIAM.

5" THICK P.I.P. TINTED CONC. STEPS (ACID WASH FINISH) w/ #4 BAR E.W. @ 18" o./c. OVER 4" SAND

P.I.P. CONC. FOOTING w/ (2) # 4 BARS CONT. BOTTOM 2 x 4 KEYWAY

5" THICK P.I.P. CONC. SLAB w/ # 4 BARS @ 18" o./c. E.W. OVER 4" SAND

#3 BAR NOSING

#4 x 18 @ 24" o./c., TYP.

x 24

3/8" RADIUS AT NOSING, TYP.

STEPPED FOOTING BEYOND

5"

COMPACTED FILL

1'-6"


COMPACTED FILL

1"REFER TO PLAN

REF

ER T

OPL

AN

1"REFER TO PLAN

REF

ER T

OPL

AN

#3 BAR NOSING

3/8" RADIUS AT NOSING, TYP.

STEPPED FOOTING BEYOND

1 STAIR AT SLAB (INTERMEDIATE LANDING)1" = 1'-0"

2 STAIR - LANDING1" = 1'-0"

5" (M

IN.)

(CO

RE)

1 3/4" O.D. STL. POWDERCOATED PIPE HANDRAIL - SEE DETAIL 9/A8.5

3 STAIR - SECTION

3"

2 1/2" DIAM. CORE FILLED w/ NON-SHRINK GROUT

SQUARE CORNER, TYP.

VAR

IES

6" (M

IN.)

#4 (VERT.) w/ ALT. BENDS INTO FOOTING


SEALANT (MATCH CONCRETE) OVER EXPANSION JOINT

2"-1

0"

8"

VAR

IES

6" (M

IN.)

3"

3"

3"

(CLR

.)

(CLR.)(CLR.)1'-0"

P.I.P. CONC. FOOTING w/ (2) # 4 BARS CONT. BOTTOM

#4 (VERT.) @ 16" o./c. w/ ALT. BENDS INTO FOOTING

P.I.P. TINTED CONC WALL w/ #4 @ 16" o./c. (HORIZ.) AND (2) #3 BARS CONT. TOP.

#4 x 18 @ 24" o./c., TYP.

x 241 1/2"

CL CL

CLCL

CL

C L

3'-11 1/2" 5'-0"10'-0"

18'-10 1/2" 15'-10"

8'-10 1/2"

46'-0 1/2"

11'-4"

6'-2"

21'-9"

2'-2

"11

'-0"

23'-2

"27

'-11

1/2"

4'-3

"

5'-8

1/2

"

14'-9

1/2

"

5'-5

1/2

"

(WDO

.)C L

(WDO

.)

21'-11"

2'-10"2'-10"

18'-9"

45'-11"

(WDO.)(WDO.) (WDO.)

(WDO.)(WDO.)

6'-2"2'-10 1/2"

27'-2"

7'-7 1/2"

4"

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

6'-0

"

4'-5

"5'

-9"

9'-7

"

3'-0

1/2

"

19'-9

"

25'-9

"

5'-5

1/2

"

6'-5"

ALIG

N

ALIGN

3'-5

"3'

-0"

3'-0"

ALIG

N

10" 8" 6'-8"

6'-8"

F.O. C.M.U.

F.O. STUD

F.O. C.M.U.

2'-1 1/2"

1'-6

"

8'-0

"4'

-0"

4'-9

"

6'-0

"

4'-2 1/2"

8'-3"

ALIGN

G.C. TO FIELD COORDINATE STAIR LAYOUT w/ ARCHITECT, THIS AREA

NOTE:

ALIGN

SHEET

NO: DATE: TITLE:

REVISIONS:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

12.18.13

EK



A6.7

TO VEG. SWALE

A/CCONDENSING

UNIT

M A I N R E S I D E N C E F L O O R P L A N 1/4" = 1'-0"

F.P.

REF.

D

D

KITCHEN PANTRY DRESSING MASTER BATH

STONE TERRACE

W.C.

D

TERRACE

(+203.875)

LIVING ROOM DINING

ENTRY

MASTER BEDROOM

DRIVEWAY

(+202.17)(+202.00)

(+201.50)

(+204.00)(+205.18)

DW

BBQ

BATH 2

BATH 1

BEDROOM 1

BEDROOM 2

HALL

(+207.00)

W

DLAUNDRY

CLOSET 2

U

CLOSET 1

L.

CLOSET 3

D

D

C PORCH

MAIN RESIDENCE - FLOOR PLAN

1/4" = 1'-0"

A2.2

26 of 97

101

102 103 104

105

112

114

115116

117

118

119

120

121

122

123

124

125126

113

A

CK L

M

N

O

PQRS

T

U

V

W

X

Y

Z

ZZ

B

F HD G JE

2A5.3

3A5.2

A5.1

A5.1

1

A5.2

1

2

1A5.3

2A5.2

1

A7.1 24

31

A7.2 24

3

1

A7.2 24

3

1

A7.4 24

3

A7.4 241

A7.3 24

3

1

A7.3 24

3

1

A7.3 24

3

U

T.O.W.

(ABOVE) (ABOVE) (ABOVE) (ABOVE)

13

12

11

9

10

1

2

3

4

5

6

7

8

5

6

14

(WOOD)

(WOOD)

(WOOD)(CONC.)

1

A7.3 24

3

(WOOD)

(CONC.)1

A7.3 24

3

(CONC.)

(CONC.) (CONC.)

(CONC.) (CONC.) (CONC.) (CONC.)

(CONC.)

(CONC.)

+202.00'

+203.708'T.O.S.

+201.50'T.O.P.

+202.00'T.O.S.

+201.50'T.O.P.

+202.08'T.O.S.

+203.917'T.O.S.

+210.00'T.O.D.

+196.80'T.O.P.

+205.00'T.O.S.

+205.10'T.O.S.

16

22

17

WOOD (IPE) DECK / PLATFORM OVER CONCRTE SWALE. REFER TO CIVIL DRAWINGS AND DETAIL A/A6.3

STEPS - REFER TO LANDSCAPE PLANS

STEEL TRELLIS ABOVE

STEEL POST

TINTED CONCRETE AND STONE SITE WALL - REFER TO A1.4

WOOD BEAM / ROOF OVERHANG ABOVE

FLAGSTONE PAVING - REFER TO LANDSCAPE PLANS

PLANTER - 1 OF 3 - REFER TO LANDSCAPE PLANS

HIGH WINDOW ABOVE, TYPICAL

CONCRETE DRAINAGE SWALE. REFER TO CIVIL DRAWINGS

WOOD BEAM / HIGH CEILING ABOVE


RECESSED SPA SHOWN FOR REFERENCE ONLY - UNDER SEPARATE PERMIT

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

KEY NOTES:DOWNSPOUT FROM ABOVE

ELECTRICAL SUBPANEL

RECESSED ON-DEMAND WATER HEATER - REFER TO PLUMBING DRAWINGS

BUILDING WALL BEYOND

BOOSTER PUMP FOR WATER SYSTEM


STEEL BEAMS ABOVE

FLUSH STONE HEARTH

WOOD MANTEL ABOVE

STAIR TO ROOF ABOVE

A/C CONDENSING UNIT ON TINTED CONC. PAD - REFER TO MECHANICAL DRAWINGS

SPA EQUIPMENT BEYOND

2" DIAM. PVC OVERFLOW DRAIN TO VEGETATED SWALE

COLORED CONCRETE PAVING. REFER TO LANDSCAPE DRAWINGS

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

T.O.S.

T.O.P.

T.O.W.

T.O.C.

T.O.D.

F.F.

LEGEND:



TOP OF SLAB

TOP OF PAVING

TOP OF WALL

TOP OF CURB

TOP OF DECK

FINISH FLOOR

2

23

1

A7.1 24

1

A7.1 24

3

1

A7.2 24

3 1

A7.2 24

3

12 T

@ 1

3"

13 R

@ 7

1/2

"2

T @

13"

3 R

@ 7

3/8

"

1 T @ 13"

2 R @ 7"

2 T @ 13"3 R @ 7 3/8"

(TEMP.)

(TEMP.) (TEMP.)(TEMP.)

(TEMP.)

(TEMP.)

(TEMP.) (TEMP.)

(TEMP.)

(TEMP.)(TEMP.)

(TEMP.)(TEMP.)

(TEMP.)

(TEMP.)

T

(EGRESS)

(EGRESS)

2

2

24

+209.25'T.O.S.

17

SPA

26

25

8

(CONC.)

(TEMP.)

(TEMP.)

(TEMP.)

SLO

PE

SLO

PE27

NN

127

CL

1'-4" 1'-4" 1'-4"

EQ.EQ.

EQ.

EQ.

35'-10"

C L

CL

CL

9'-6"

25'-10"

16'-4"4'-7 1/2"

3'-4 1/2"3'

-7 1

/2"

4'-6

"6'

-1 1

/2"

4'-4

"

23'-1

0 1/

2"

14'-1

1 1/

2"

8'-1

1"

(WDO.)

(WDO.)

CL

(WDO.)

CL

(WDO.)

25'-9 1/2"

2'-9 1/2"

2'-9 1/2"

5'-3 1/2"

5'-3 1/2"

20'-2 1/2"

3'-9

1/2

"2'

-0"

35'-6 1/2"

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

27'-2"

62'-8 1/2"

C LC L

8'-2

1/2

"C L

3'-6

1/2

"4'

-9" 11

'-0 1

/2"

15'-1

1"10

'-8"

(BEYOND)

28'-5

1/2

"

3'-0"

2'-3

"

2'-1 1/2"

4'-2 1/2" 4'-7 1/2"

17'-7 1/2"

12'-9 1/2"

35'-5 1/2"

CL CL

22'-3"

HSSCOL.

HSSCOL.

F.O

. CO

NC.

F.O

. CO

NC.3'-9"3'-9"

F.O. CONC.

20'-6 1/2"

(F.O. STUD)(BEYOND)

1'-6

"

(F.O. STUD)(BEYOND)

5.00

º

2'-0

"

1'-7 1/2"

9'-10 1/2"

9 1/2"

CL3'-4 3/4" 3'-4 3/4"

2 x 4

2 x 4

2 x 4

2 x

6

2 x

6

2 x

6

2 x

6

2 x 6

2 x 6

ALIG

NALIG

N

2 x 4

2 x 6

2 x

4

2 x 4

2 x

6

2 x

6

2 x

4

2 x

4

2 x

4

2'-1

1/4

"1'

-10"

3'-9

1/4

"

ALIGN

3'-1

1/4

"

2 x 4

8'-0

"

(VERIFY)

mitchell 127 a2.1-2.7 plans .25 04.28.14 johnson/av… · main residence - garage floor plan main...

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