Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
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AS
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CIA
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C.
EMAIL : [email protected] www.glushda.com
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JUNE-15-2015
Author
Checker
No. Description Date
CUSTOM HOUSECUSTOM HOUSECUSTOM HOUSECUSTOM HOUSEOWNER : MR. MACK MOHSENOWNER : MR. MACK MOHSENOWNER : MR. MACK MOHSENOWNER : MR. MACK MOHSENADDRESS: 20183 VIA SANTA TERESA SAN JOSE , CAADDRESS: 20183 VIA SANTA TERESA SAN JOSE , CAADDRESS: 20183 VIA SANTA TERESA SAN JOSE , CAADDRESS: 20183 VIA SANTA TERESA SAN JOSE , CA
LOT SIZE: 2.502 ACRE (108,987 SQF)PROPOSED BUILDING:MAIN HOUSE FIRST FLOOR LIVABLE AREA: 2,905.4 SQFMAIN HOUSE SECOND FLOOR LIVABLE AREA: 2,491.4 SQFMAIN HOUSE BASEMENT FLOOR LIVABLE AREA: 2,175.7 SQFTOTAL MAIN HOUSE LIVABLE AREA: 7,572.5 SQF
GARAGE 1 : 455.9 SQFGARAGE 2 : 471.3 SQF
TOTAL ENTIRE BLDG : 8,499.7 SQF( Including Garages)
CARPORT : 344.5 SQF
FIRST FLOOR OPEN BALCONIES : 223.7 SQFSECOND FLOOR OPEN BALCONIES : 958 SQFFIRST FLOOR COVERED BALCONIES: 412 SQF
ALL LEVELS TOTAL OPEN DECK AREAS: 3,555 SQF
PARKING SPACES: FOUR COVERED (ENCLOSED), ONE CARPORTZONING : RESIDENTIALTYPE OF CONSTRUCTION: V-BOCCUPANCY GROUP: R3 & U1NO OF STORIES: 2 PLUS BASEMENTAPPLICABLE CODES: 2013 CRC & CBC, 2013 CMC, 2013 CPC,2013 CEC, 2013 CALIFORNIA FIRE CODE.
PROJECT SUMMARY:
VICINITY MAP:
ABBREVIATIONS:
CONSULTANTS:
DR
AW
ING
LIS
T:
O.F.S OUT SIDE FACE OF STUDI.O.S INSIDE FACE OF STUDO.C ON CENTERCL CENTER LINEPL PLATE LINEP.T. PRESSURE TREATEDFL FLOORF.F.E FLOOR FINISH ELEVATIONFF FINISH FLOORPR PAIRR/A RETURN AIRREFR. REFRIGERATORR/O RANGE OVENMICR. MICROWAVEEX EXISTINGCLG CEILINGBLDG BUILDINGDWG DRAWINGJST JOISTBM BEAMHDR HEADERINSUL INSULATIONBOTT BOTTOMPNL PANELCONC. CONCRETE
PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM PER CBCCALIFORNIA RESIDENTIAL CODE SECTION R313.
INSTALL A NFPA 13-D FIRE SPRINKLER SYSTEM UNDERSEPARATE PERMIT.
RWL. RAIN WATER LEADERDS DOWNSPOTS/GD SINK WITH GARBAGE DISPOSALSH. ENC. SHOWER ENCLOSURET.C TIME CLOCKUON. UNLESS OTHERWISE NOTEDTYP. TYPICALVGDF VERTICAL GRAIN DOUGLESS FIRWMP WATERPROOF MEMBRANEWD WOODWDW WINDOWRM ROOMW.W.F WOVEN WIRE FABRICGYP. BD GYPSUM BOARDCEM. PL CEMENT PLASTERH.B HOSE BIBM/C MEDICAL CABINETMTL METALGLV GALVANIZEDGSM GALVANIZED SHEET METALN.I.C NOT IN CONTRACTW.I.C WALK-IN CLOSET
APN # : 701-26-047
PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM PER NFDA13D WITH SAN JOSE AMENDMENTS .INSTALL A NFPA 13-D FIRE SPRINKLER SYSTEM UNDERSEPARATE PERMIT.
CONSTRUCT NEW TWO STORY PLUS BASEMENTCUSTOM HOUSE.
SCOPE OF WORK:
DRAWING LIST
SheetNumber Sheet Name
A1 COVER SHEET
A2 SITE PLAN
A3 BASEMENT PLAN
A4 FIRST FLOOR PLAN
A5 SECOND FLOOR PLAN
A7 DECK PLAN
A8 ROOF PLAN
A9 EXTERIOR ELEVATIONS
A10 EXTERIOR ELEVATIONS
A11 BUILDING SECTIONS
A12 BUILDING SECTIONS
A13 AREA SCHEMATICS
A11 FRONT HIGH RANGE
G R A Y S T O N E L A N E
V I A S A N T A T E R E S A
N53°25'41"W
562.67'
N58°34'23"E
N35°30'58"W
301.75'
N00°48'00"E
260.91'
Edge of pavement
JOINTPOLE
POLE
JOINT
Ex. fence
Existing fence
Ac berm
Ac berm
24" INV.362.30
24" INV. 361.60
24" INV. 343.85
24" INV. 343.50
24" INV. 337.13
379.77
379.28
371.12
380.52
391.88
393.82
398.92
402.78
408.98
422.04
423.98
408.20
400.56
394.73
423.95
416.23
404.85
393.61
389.22
376.70
384.61
379.90
375.63
363.25
357.37
356.45
365.84
363.73
350.84
330.72
330.62
375.25
385.63
345.94
345.60
343.31
330.13
329.62
340.70
340.72
340.41
342.78
343.03
345.35
345.02
346.50
347.01
371.65
365.07
358.94
354.41
351.02
348.50
337.13INV IN 24" RCP
345.71
345.71
345.89
347.02
346.71
347.38
352.41
348.39
353.25
352.18
347.69
347.56
347.18
347.10
347.1
4
346.85
346.64
346.50
346.49
346.49
347.16
347.15
349.81
349.34
354.05
354.50
439.47
443.67
444.76
441.67
429.98
437.75
60" OAK
433.06
426.35
8"+18" OAK
436.64
429.08
434.14
6" OAK
434.09
12" OAK
432.93
2-12+1-8" OAK
419.20
428.51
12"+6" OAK
396.23
406.00
412.47
10" OAK
400.83
396.82
391.55
399.81
392.40
390.82
397.29
411.54
416.91
8" OAK
410.81
419.28
TRIPLE 10" OAKS
402.22
415.83
417.53
10" OAK
414.17
405.31
396.01
384.43
383.52 38
4.11
382.40
376.39
369.42
348.26
354.86
348.78
346.89
352.47
361.98
368.57
374.20
368.78
378.34
385.65
378.27
385.39 38
9.91
396.38
403.83
398.87
383.04
375.91
366.55
373.53
359.89
357.03
352.82
353.08
358.75
369.28
383.86
403.20
423.87
442.56
434.58
422.57
414.22
405.25
391.44
380.85
379.01
371.84
362.99
366.25
365.77 365.33
365.29
366.13
366.20
368.73
368.26
371.13
376.93
370.84
364.35
358.41
354.02
350.75
346.87
344.10
344.24
342.68
344.28
346.48
342.18
344.02
344.95
344.67
344.43
344.69
342.76
337.02
329.94
329.94
345.17
387.16
344.43
421.83
343.89
PG&E TO
WERLIN
E ESMT
6642 OR 547
x
x
x
x
x
x
x
x
x
xx
xx
xx
xx
xx
xx
x
x
xx
xx
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
WV
330.85
330.34
331.24
332.25
333.41
335.18
336.94
338.83
338.94
340.76
344.48
344.41
343.88
340.29
338.43
336.68
334.97
333.46
332.30
331.40
330.88
330.08
329.71
330.82
331.89
333.32
334.84
336.32
338.04
339.7234
0.33
336.47
-655.66
-655.90
331.33
363.11
370.19
368.15
369.72
373.29
374.61
375.12
376.02
375.85
367.97
364.94
366.67
364.30
362.78
360.30
358.87
357.04
355.92
356.84
359.83
358.18
353.75
348.32
342.49
348.22
350.19
350.02
350.0435
4.07
355.76
350.35
346.92
343.11
350.64 34
8.49 34
6.84 34
4.85
344.23
344.03 34
3.37
339.35
338.40
335.96
333.45
331.3933
2.37
334.76
335.76
336.67
338.19
345.42
340.98
339.87
335.33
334.65
335.01
339.00
346.43
341.99
341.14
339.96
339.33
334.11
333.88
338.03
341.74
340
350
360
370
380
390
400
410
420
430
340
350
350
360
360
370
370
380
380
380
340
350
360
DNUP
DN
DN
DN
385' - 0"
384' - 6"
373' - 5"380' - 2"
385' - 0"
385' - 0"
384' - 11"
373' - 5"
373' - 5"
373' - 5"
383' - 11"
384' - 0"
384' - 0"
385' - 0"
385' - 0"
373' - 5"
30' - 0"
30' -
0"
384' - 11"
6' -
0"
20
' - 0
"
20' - 0"
30
' - 4
1/2
"
30' - 0"
CLR
.
30
' - 0
"
42' -
0"
58' - 0
"
8" THICK 18" HIGHCONC. GUARD WALL
16' -
0"
8" THICK 18" HIGHCONC. GUARD WALL
20
' - 4
"
22' - 0"
DRIVEWAY DESIGN TO BE DONE BY CIVIL ENGINEER.
NN
AC UNITS
GAS METER
400 AMPELECTPANEL
20' - 0"
20
' - 0
"
UPPER DECK
LOWER DECK
SWIM'G POOLSPA
INFINITE POOL EDGE
DRIVEWAY
GARAGE 2GARAGE 2
ENTRYPATIO
OPENBALCONY
COVEREDBALCONY
OPENBALCONY
STAIR
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
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AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/16" = 1'-0"
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Author
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No. Description Date
1/16" = 1'-0"A21 SITE PLAN
379.77
379.28
399.81
396.01
384.94
384.43
374.61
375.12
376.02
375.85
367.97
366
370
374
380
UP
WH
WH
UP
UP
1
A12
DOUBLE SIDEDSEE-THRUHEAT & GLODIRECT VENTGAS FIRE PLACE
SUMPPUMP
CONNECT BOTH DRAINS W/TWO INDEPENDENT LINESTO THE SUMP PUMP.
NOTE: EXCAVATION AND GRADING PERMIT IS REQUIRED FORBASEMENT EXCAVATION. COORDINATE AND FOLLOWENGINEERING " SHORING PLAN "DRAWINGS.
UNDER STAIR PROTECTION SHALL BE PERCRC 2013 SECT. R302.7. PROVIDE 5/8" TYPE "X" GYP. BDUNDER ALL STAIR AREAS ON CEILING AND WALLS.WRAP AND ENCLOSE STAIR STRUCTURE ALL AROUND WITH5/8" TYPE "X" GYP. BD. THRU-OUT TYPICAL.
OBTAINING COMBUSTION AIR FOR MECH.ROOM FURNACES SHALL IN COMPLIANCEWITH CMC 2013 CHAPTER 7 & SECT. 701.6AND NFPA 54:9.3333.1.4
COORDINATE WITH AND FOLLOWCIVIL ENGINEERING DRAWINGSFOR SUMB PUMP LOCATIONS
ST
EP
PE
D U
PP
LA
NT
ER
FURN. FURN.
TALLCAB.
TALLCAB.
SINK
LINEN
AUDIOVIDEOCAB
FURN.
SH
WR
.V
AL
VE
S
CL
OS
ET
30.1 SF
VINE CELLAR
124.1 SF
LAUNDRY RM.
2
214.8 SF
BEDROOM 3
3
283.6 SF
GAME ROOM
4
72.0 SF
WET BAR
5
35.0 SF
SAUNA
106.1 SF
POOL BATH
7
21.0 SF
SHOWER
30.8 SF
MECH. RM. 2
74.1 SF
STORAGE
11
43.3 SF
MECH. RM. 1
249.0 SF
HALL
15
373' - 5"
1
A11
2
A11
374' - 0"
374' - 0"
374' - 0"
374' - 0"
373' - 5"
3
A7
2
A7
5
A6
OPEN DECK
COVERED PATIO
OPEN DECK
OPEN DECK
OPEN DECK
OPEN DECK
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/4" = 1'-0"
3/2
2/2
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Author
Checker
1/4" = 1'-0"A31 BASEMENT
No. Description Date
271 M 6
PARCEL A
APN 701-26-04
7
LOT SIZE: 2.502
AC
379.77
379.28
399.81
396.01
384.43
374.61
375.12
376.02
375.85
367.97
370
380
DNUP
DN
DN
DN
1
A12
SHOWER
SHWR.VALVES
DIS
HW
SH
RS
INK
COOKTOP& HOOD
HEAT & GLO (GAS) DIRECT VENTSLR-550TRS-EFIRE PLACE
FR
EE
Z.
RE
FR
IG
DBL.OVEN
COATCLOSET
BOOK CASE
N
N
259.3 SF
GUEST RM.
16157.5 SF
MUD ROOM
17
182.0 SF
LIBRARY
18
40.8 SF
POWDER
52.3 SF
GUEST BATH
45.3 SF
PANTRY
22
225.7 SF
CORRIDOR
24
107.3 SF
STAIR
25
90.3 SF
BUTLER
26
280.8 SF
NOOK
27
223.8 SF
KITCHEN
28
186.3 SF
ENTRY HALL
29
295.3 SF
FAMILY ROOM
30473.0 SF
LIVING ROOM
31
385' - 0"
385' - 0"
385' - 0"
385' - 0"
385' - 0"
384' - 0"
384' - 6"
384' - 11"
373' - 5"
1
A11
2
A11
15
' - 0
"
384' - 11"
373' - 5"
260.2 SF
GUEST BALCONY
47
218.5 SF
OPEN BALCONY 1
48
308.2 SF
COVEREDBALCONY 2
49
373' - 5"
380' - 2"
373' - 5"
380' - 2"
373' - 5"
373' - 5"
384' - 8" 385' - 0"
3
A7
2
A7
5
A6
NN
400.0 SF
GARAGE 1
53
AC UNITS
GAS METER
400 AMPELECTPANEL
ENTRY PATIO
DRIVEWAY
STAIR
OPENBELOW UPPER DECK
BELOW
LOWER DECK BELOW
LOWER DECK BELOW
SWIM'G POOL BELOW
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
STEPPEDPLANTER BOX
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/4" = 1'-0"
3/2
2/2
01
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3:4
7 P
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C:\dra
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1/4" = 1'-0"A41 FIRST FLOOR
No. Description Date
379.28
399.81
396.01
374.61
375.12
376.02
375.85
367.97
370
380
DN
1
A12
SHOWER
SHWR.VALVES
SHOWER
SHWR.VALVES
42" GLASSRAILING
126.3 SF
HER WIC
32
192.9 SF
MASTER BATH
33
372.8 SF
MASTERBEDROOM
34
740.6 SF
LOFT
36
181.5 SF
CORRIDOR 2
37
192.8 SF
BEDROOM 2
38
38.9 SF
WIC 2
30.8 SF
BATH 2
49.5 SF
BATH 3
226.1 SF
BEDROOM 3
42
42.4 SF
WIC 3
OPEN BELOW
1
A11
2
A11
396' - 0"
396' - 0"
395' - 11"
395' - 11"
396' - 0"
396' - 0"
395' - 8"
240.1 SF
SUNKEN PATIOBELOW
44
396' - 0"
395' - 8"
157.3 SF
BALCONY
45
530.1 SF
MASTERBALCONY
46
42.2 SF
HIS WIC
52
3
A7
2
A7
5
A6
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
DECK BELOW
STAIR BELOW
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/4" = 1'-0"
3/2
2/2
01
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3:4
8 P
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C:\dra
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Author
Checker 1/4" = 1'-0"A5
1 SECOND FLOOR
No. Description Date
392.40
390.82
384.43
383.52 38
4.11
6
A6 5
A6
384' - 0"
383' - 11"
384' - 0"
383' - 11"
385' - 0"
400.0 SF
GARAGE 1
53
400.0 SF
GARAGE 2
54
20' - 0"
20
' - 0
"
20
' - 0
"
20' - 0"
DRIVEWAY
CARPORT
CONC. RETAINGWALL W/ WATERPROOFING
CONC. RETAINGWALL W/ WATERPROOFING
CONC. RETAINGWALL W/ WATERPROOFING
AC UNITS
GAS METER
400 AMPELECTPANEL
First Floor385' - 0"
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
GARAGE384' - 0"
PL. HT. 9'-0" (G)393' - 0"
STANDING SEAM METALROOFING
STANDING SEAM METALROOFING
CONC.RETAININGWALL
SMOOTH FINISHSTUCCO
METALGUTTERS
SKY FRIENDLY DOWNWARDSHIELDED LIGHT FIXTURES
CULTURED STONEVENEER
CARPORT
MODERN STYLEGARAGE DOORS
PL. HT. 9'-0" (G)393' - 0"
STANDING SEAM METALROOFING
STANDING SEAM METALROOFING CONC.
RETAININGWALL
SMOOTH FINISHSTUCCO
GARAGE384' - 0"
PL. HT. 9'-0" (G)393' - 0"
STANDING SEAM METALROOFING
STANDING SEAM METALROOFING
CONC.RETAININGWALL
SMOOTH FINISHSTUCCO
METALGUTTERS
First Floor385' - 0"
Second Floor396' - 0"
GARAGE384' - 0"
PL. HT. 9'-0" (G)393' - 0"
CONC. SLABWATER PROOF'GCONC. SLABBASE ROCKSEE STRUCT.
TYPICAL EXTERIOR WALL STRUCTSTUCCO OVER BLDG. PAPERAND MTL. LATHPLYWD.BATT INS AND STUDS 1/2" GYP.BD
COORDINATE AND FOLLOWSTRUCTURAL DRAWINGS FORRETAINING WALLS ,FOUNDATION/FOOTING SIZE SHAPE ANDCONFIGURATION TYP.
STANDING SEAMMETAL ROO'F
MODERN STYLEGARAGE DOOR
CONC. RETAINING WALLWITH WATER PROOF'G
4" P.T STUDS W/ 1/2"GAP BTWNCONC. WALL
5/8" FIRE RATEDGYP. BD.
123
GARAGE384' - 0"
PL. HT. 9'-0" (G)393' - 0"
123
CONC. SLABWATER PROOF'GCONC. SLABBASE ROCKSEE STRUCT.
TYPICAL EXTERIOR WALL STRUCTSTUCCO OVER BLDG. PAPERAND MTL. LATHPLYWD.BATT INS AND STUDS 1/2" GYP.BD
COORDINATE AND FOLLOWSTRUCTURAL DRAWINGS FORRETAINING WALLS ,FOUNDATION/FOOTING SIZE SHAPE ANDCONFIGURATION TYP.
STANDING SEAMMETAL ROO'F
MODERN STYLEGARAGE DOOR
CONC. RETAINING WALLWITH WATER PROOF'G
4" P.T STUDS W/ 1/2"GAP BTWNCONC. WALL
5/8" FIRE RATEDGYP. BD.
6
A6
5
A6
PLATE HEIGHT 9'-0"FROM SECOND FLOOR
6:12 SLOPEU.O.N
6:12 SLOPEU.O.N
6:12 SLOPEU.O.N
STANDING SEAMMTL. ROOF'G TYP.
STANDING SEAMMTL. ROOF'G TYP.
STANDING SEAMMTL. ROOF'G TYP.
PLATE HEIGHT 9'-0"FROM GARAGE SLAB
PLATE HEIGHT 8'-0"FROM GARAGE SLAB
PLATE HEIGHT 9'-0"FROM GARAGE SLAB
PLATE HEIGHT 14'-4" vifFROM GARAGE SLAB
PLATE HEIGHT 14'-4" vifFROM GARAGE SLAB
PLATE HEIGHT 11'-10" vifFROM GARAGE SLAB
MT. GUTTERS TYP.
MT. GUTTERS TYP.
MT. GUTTERS TYP.
DRIVEWAY
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/4" = 1'-0"
3/2
2/2
01
6 1
2:4
3:5
8 P
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C:\dra
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E20183 V
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JUNE-15-2015
Author
Checker
No. Description Date
1/4" = 1'-0"A61 GARAGES PLAN
1/4" = 1'-0"A62 GARAGE FRONT ELEVATION
1/4" = 1'-0"A63 GARAGE REAR ELEVATION
1/4" = 1'-0"A64 GARAGE SIDE ELEVATION
1/4" = 1'-0"A65 GARAGE 1 CROSS SECTION
1/4" = 1'-0"A66 GARAGE 2 CROSS SECTION
1/4" = 1'-0"A67 GARAGES ROOF PLAN
379.28
369.72
373.29
374.61
370
380
DN
2
A12
1
A11
2
A11
373' - 5"
373' - 5"
380' - 2"
373' - 5"
380' - 2"
373' - 5"
373' - 5"
NN
STEPPED PLANTER BOX
SPA
SWIMMING POOL
UPPER DECK
LOWER DECKENDLESS POOLEDGE FALL
PL
AN
TE
R B
OX
LOWER DECK
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
42" HIGH GLASS GUARDRAILING PERCRC SECT. R312
First Floor385' - 0"
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
Basement374' - 0"
383' - 2"
410' - 6"
27
' - 4
"
383'-2" ( THIS SECTION )383'-5" ( OTHER PERP. SECTION )AVERAGE 383'- 3 1/2"
383'-3 1/2" + 30'-0"= 413'-3 1/2"MAX. ROOF RIDGE ALLOWED
NAT.GRADE
First Floor385' - 0"
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
Basement374' - 0"
383' - 5"
410' - 6"
383'-2" ( OTHER PERP. SECTION )383'-5" ( THIS SECTION )AVERAGE 383'- 3 1/2"
383'-3 1/2" + 30'-0"= 413'-3 1/2"MAX. ROOF RIDGE ALLOWED
PL. HT. 7'-8" (2)403' - 8"
27
' - 1
"
NAT.GRADE
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
As indicated
3/2
2/2
01
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4:0
1 P
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C:\dra
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JUNE-15-2015
Author
Checker
No. Description Date
1/4" = 1'-0"A71 DECK PLAN
1/8" = 1'-0"A72 BDLG. HEIGHT CONTROL SECTION 2
1/8" = 1'-0"A73 BLDG. HEIGHT CONTROL SECTION 1
DN
1
A12
1
A11
3
A7
2
A7
6:12 SLOPEU.O.N
PLATE HEIGHT 9'-0"FROM SECOND FLOOR
PLATE HEIGHT 8'-0"FROM SECOND FLOOR
PLATE HEIGHT 9'-0"FROM SECOND FLOOR
PLATE HEIGHT 9'-0"FROM SECOND FLOOR
PLATE HEIGHT 9'-0"FROM SECOND FLOOR
PLATE HEIGHT 7'-8"FROM SECOND FLOOR
PLATE HEIGHT 7'-8"FROM SECOND FLOOR
PLATE HEIGHT 9'-8"FROM SECOND FLOOR
5
A6
PLATE HEIGHT 9'-8"FROM SECOND FLOOR
6:12 SLOPEU.O.N
6:12 SLOPEU.O.N
STANDING SEAMMTL. ROOF'G TYP.
STANDING SEAMMTL. ROOF'G TYP.
STANDING SEAMMTL. ROOF'G TYP.
STANDING SEAMMTL. ROOF'G TYP.
STANDING SEAMMTL. ROOF'G TYP.
STANDING SEAMMTL. ROOF'G TYP.
STANDING SEAMMTL. ROOF'G TYP.
PLATE HEIGHT 9'-0"FROM GARAGE SLAB
PLATE HEIGHT 14'-4" vifFROM GARAGE SLAB
MT. GUTTERS TYP.
MT. GUTTERS TYP.
MT. GUTTERS TYP.
MT. GUTTERS TYP.
MT. GUTTERS TYP.
MT. GUTTERS TYP.
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/4" = 1'-0"
3/2
2/2
01
6 1
2:4
4:0
1 P
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C:\dra
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JUNE-15-2015
Author
Checker
1/4" = 1'-0"A81 ROOF PLAN
No. Description Date
First Floor385' - 0"
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
Basement374' - 0"
SPA DECK380' - 2"
PL. HT. 9'-8" (2)405' - 8"
PL. HT. 7'-8" (2)403' - 8"
STANDING SEAMMTL. ROOF'G
METAL GUTTERS
CULTURED STONEVENEER
CULTURED STONEVENEER
42" HIGH GUARDRAILING PER CRC SECT. R312
SMOOTH FINISHSTUCCO
SKY FRIENDLY DOWNWARDSHIELDED LIGHT FIXTURES
ALUM. WINDOWS
SUN ROOM STRUCTUREBY OTHERS. DEFERREDAPPROVAL ITEM
42" HIGH GUARDRAILING PER CRC SECT. R312
42" HIGH GUARDRAILING PER CRC SECT. R312
42" HIGH GUARDRAILING PER CRC SECT. R312
UPPER DECK
LOWER DECK
STEPPEDPLANTER BOX
First Floor385' - 0"
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
Basement374' - 0"
PL. HT. 9'-8" (2)405' - 8"
PL. HT. 8'-0" (2)404' - 0" PL. HT. 7'-8" (2)
403' - 8"
STANDING SEAMMTL. ROOF'G
METAL GUTTERS
CULTURED STONEVENEER
FLAT ROOF
CULTURED STONEVENEER
42" HIGH GUARDRAILING PER CRC SECT. R312
SMOOTH FINISHSTUCCO
SKY FRIENDLY DOWNWARDSHIELDED LIGHT FIXTURES
ALUM. WINDOWS
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/4" = 1'-0"
3/2
2/2
01
6 1
2:4
6:0
3 P
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C:\dra
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JUNE-15-2015
Author
Checker
No. Description Date
1/4" = 1'-0"A92 REAR ( SOUTHEAST ) ELEVATION
1/4" = 1'-0"A91 FRONT( NORTHWEST ) ELEVATION
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
PL. HT. 8'-0" (2)404' - 0"
STANDING SEAMMTL. ROOF'G
METAL GUTTERS
CULTURED STONEVENEER
42" HIGH GUARDRAILING PER CRC SECT. R312
SMOOTH FINISHSTUCCO
SKY FRIENDLY DOWNWARDSHIELDED LIGHT FIXTURES
ALUM. WINDOWS
SMOOTH FINISHSTUCCO
CONC. RETAININGWALL
First Floor385' - 0"
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
PL. HT. 9'-0" (2)405' - 0"
Basement374' - 0"
GARAGE384' - 0"
SPA DECK380' - 2"
?
PL. HT. 9'-8" (2)405' - 8"
PL. HT. 7'-8" (2)403' - 8"
7' -
0"
PL. HT. 9'-0" (G)393' - 0"
STANDING SEAMMTL. ROOF'G
METAL GUTTERS
CULTURED STONEVENEER
CULTURED STONEVENEER
42" HIGH GUARDRAILING PER CRC SECT. R312
SMOOTH FINISHSTUCCO
SKY FRIENDLY DOWNWARDSHIELDED LIGHT FIXTURES
ALUM. WINDOWS
UPPER DECK
LOWER DECK STEPPED PLANTERBOX
42" HIGH GUARDRAILING PER CRC SECT. R312
42" HIGH GUARDRAILING PER CRC SECT. R312
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/4" = 1'-0"
3/2
2/2
01
6 1
2:4
6:4
5 P
M
C:\dra
win
gs r
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A10
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E20183 V
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JUNE-15-2015
Author
Checker
No. Description Date
1/4" = 1'-0"A101 LEFT SIDE ( NORTHEAST ) ELEVATION
1/4" = 1'-0"A102 RIGHT SIDE ( SOUTHWEST ) ELEVATION
First Floor385' - 0"
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
Basement374' - 0"
SPA DECK380' - 2"
COORDINATE AND FOLLOWSTRUCTURAL DRAWINGS FORFOUNDATION/FOOTING SIZESHAPE AND CONFIGURATION TYP.
CER. TILEMORTARCONC. SLABWATERPROOFINGPER CIVIL ENGINEER REPORTBASE ROCKSEE STRUCT.
TYPICAL EXTERIOR WALL STRUCTSTUCCO OVER BLDG. PAPERAND MTL. LATHPLYWD.BATT INS AND STUDS 1/2" GYP.BD
TYP. INTERIOR WALL STRUCT1/2" GYP. BD ON BOTH SIDESWOOD STUDS
WOODROOF JOISTSSEE STRUCT.
WOODROOF JOISTSSEE STRUCT.
MTL. GUTTERS
PROVIDE RADIANTBARRIER IN ATTICSPACE PER TITLE 24REPORT
2X6 WALLP.T STUDSW/ 1/2" GAPBEHIND TYP.ALL FURRINGWALLS IN BASEMENT
FIRE RATED1/2" GYP. BD ON BOTH SIDESWOOD STUDS
MTL. SQUAREPROFILE GUTTERS
HRDWD FLOORUNDERLAYMENTPLYWD.WD. JOISTSGYP. BD.SEE STRUCT.
COORDINATE AND FOLLOWSTRUCTURAL DRAWINGS FORFOUNDATION/FOOTING SIZESHAPE AND CONFIGURATION TYP.
TYP. INTERIOR WALL STRUCT1/2" GYP. BD ON BOTH SIDESWOOD STUDS
CER. TILE FLOORTHIN SETUNDERLAYMENTPLYWD.WD. JOISTGYP. BD.
HER WICMASTER
BATHLOFT
BEDROOM 2
LIBRARY
CORRIDOR
CORRIDOR 2
KITCHEN
BUTLER
MECH. RM. 2 BEDROOM 3
400.0SF
GARAGE 1
HRDWD FLOORUNDERLAYMENTPLYWD.WD. JOISTSBATT. INSUL.
CER. TILE FLOORTHIN SETUNDERLAYMENTPLYWD.WD. JOISTGYP. BD.
HRDWD FLOORUNDERLAYMENTPLYWD.WD. JOISTSGYP. BD.SEE STRUCT.
HRDWD FLOORUNDERLAYMENTPLYWD.WD. JOISTSGYP. BD.SEE STRUCT.
HARDWOODUNDERLAYMENTCONC. SLABWATERPROOFINGPER CIVIL ENGINEER REPORTBASE ROCKSEE STRUCT.
SUNROOF STRUCT.BY OTHERS.DEFERRED APPROVALITEM.
STAIR
123
123
123
STANDING SEAMMETAL ROO'F
First Floor385' - 0"
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
Basement374' - 0"
PL. HT. 9'-8" (2)405' - 8"
PL. HT. 7'-8" (2)403' - 8"
CER. TILESMORTARCONC. SLABWATER PROOF'GBASE ROCK( SEE STRUCTURAL)
UPPER DECK
LOWER DECK
CER. TILESMORTARCONC. SLABWATER PROOF'GBASE ROCK( SEE STRUCTURAL)
CER. TILESMORTARWATER PROOF'GWOOD JOISTSSTUCCO
CER. TILESMORTARWATER PROOF'GWOOD JOISTSSTUCCO
42" HIGH GUARDRAILING PER CRC SECT. R312
42" HIGH GUARDRAILING PER CRC SECT. R312
12312
3
123
123
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/4" = 1'-0"
3/2
2/2
01
6 1
2:4
6:4
7 P
M
C:\dra
win
gs r
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A11
BU
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JUNE-15-2015
Author
Checker
No. Description Date
1/4" = 1'-0"A111 LONGITUDUNAL SECTION
1/4" = 1'-0"A112 CROSS SECTION THRU PATIOS
First Floor385' - 0"
Second Floor396' - 0"
Basement374' - 0"
CONC. RETAINERWALL. WATER PROOFING
BY OTHERS. COORDINATE W/SOIL & CIVIL ENGINEER'S REPORT DRAWINGS
RECOMMENDATIONS FOR WATERPROOFING AND STRUCT. ENGINEER'S
DRAWINGS.
PL. HT. 8'-0" (2)404' - 0"PL. HT. 7'-8" (2)
403' - 8"
COORDINATE AND FOLLOWSTRUCTURAL DRAWINGS FORFOUNDATION/FOOTING SIZESHAPE AND CONFIGURATION TYP.
CER. TILEMORTARCONC. SLABWATERPROOFINGPER CIVIL ENGINEER REPORTBASE ROCKSEE STRUCT.
TYPICAL EXTERIOR WALL STRUCTSTUCCO OVER BLDG. PAPERAND MTL. LATHPLYWD.BATT INS AND STUDS 1/2" GYP.BD
TYP. INTERIOR WALL STRUCT1/2" GYP. BD ON BOTH SIDESWOOD STUDS
WOODROOF JOISTSSEE STRUCT.
FIRE RATED1/2" GYP. BD ON BOTH SIDESWOOD STUDS
MTL. SQUAREPROFILE GUTTERS
HRDWD FLOORUNDERLAYMENTPLYWD.WD. JOISTSGYP. BD.SEE STRUCT.
COORDINATE AND FOLLOWSTRUCTURAL DRAWINGS FORFOUNDATION/FOOTING SIZESHAPE AND CONFIGURATION TYP.
CER. TILE FLOORMORTARWATER PRROF'GPLYWD.WD. JOISTGYP. BD.
CER. TILE FLOORMORTARWATER PROOF'GPLYWD.WD. JOISTGYP. BD.
HRDWD FLOORUNDERLAYMENTPLYWD.WD. JOISTSBATT. INSUL.
CER. TILE FLOORTHIN SETPLYWD.WD. JOISTBATT INSUL.
HRDWD FLOORUNDERLAYMENTPLYWD.WD. JOISTSGYP. BD.SEE STRUCT. HRDWD FLOOR
UNDERLAYMENTPLYWD.WD. JOISTSGYP. BD.SEE STRUCT.
HARDWOODUNDERLAYMENTCONC. SLABWATERPROOFINGPER CIVIL ENGINEER REPORTBASE ROCKSEE STRUCT.
LOFT
LIVING ROOM
ENTRY HALL
STAIR
POWDERCORRIDOR
STORAGE
SITTINGAREA
HALL
CORRIDOR 2
RAILING PER CRCSECT. 311.7.8
RAILING PER CRCSECT. 311.7.8
12312
3
STANDING SEAMMETAL ROO'F
HRDWD FLOORUNDERLAYMENTPLYWD.WD. JOISTSGYP. BD.SEE STRUCT.
42" HIGH GUARDRAILING PER CRCSECT. R312
First Floor385' - 0"
Second Floor396' - 0"
PL. HT. 9'-0" (2)405' - 0"
Basement374' - 0"
SPA DECK380' - 2"
PL. HT. 9'-8" (2)405' - 8"
CER. TILESMORTARCONC. SLABWATER PROOF'GBASE ROCK( SEE STRUCTURAL)
CER. TILESMORTARCONC. SLABWATER PROOF'GBASE ROCK( SEE STRUCTURAL)
42" HIGH GUARDRAILING PER CRC SECT. R312
42" HIGH GUARDRAILING PER CRC SECT. R312
SWIMMING POOL
ENDLESSPOOL EDGEFALL
123
123 12
3
STEPPED PLANTERBOX
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
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Author
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No. Description Date
1/4" = 1'-0"A121 CROSS SECTION THRU STAIR
1/4" = 1'-0"A122 CROSS SECTION THRU POOL
DNUP
DN
DN
DN
DN
UP
UP
UP
2905.4SF
Area
471.3 SF
Area
455.9 SF
Area
COVERED BALCONY315 sqf
COVERED BALCONY97 sqf
CARPORT 344.5 SQF
OPEN BALCONY 223.7 SQF
ENTRY PATIO 106.9 SQF
OPEN DECK AREAS TOTAL 3,555 SQF( SHOWN HATCHED )
2491.4SF
Area
OPEN BALCONY
OP
EN
BA
LC
ON
Y
OPEN BALCONY 164 SQF( SHOWN HATCHED )
OPEN BALCONY 554 SQF( SHOWN HATCHED )
OPEN SUNKEN PATIO 240 SQF
2144.8SF
Area
30.9 SF
Area
COVERED BALCONY315 sqf
Scale
Project no:
Date
Drawn by
Checked by
Residential, Commercial Building Design & Consulting
6572 Northridge Drive San Jose, Ca.95120
Ph :(408) 268-1665
PROJECT EXCEPT AS INDICATEDHEREON UNLESS PERMISSION IS GIVEN BY THE DESIGNER.
WRITTEN DIMENSION ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER MAY NOT BE USED FOR ANY
PRECEDENCE OVER SCALED DIMENSION; CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS.
G'L
US
H D
ES
IGN
AS
SO
CIA
TE
S IN
C.
EMAIL : [email protected] www.glushda.com
1/8" = 1'-0"
3/2
2/2
01
6 1
2:4
7:5
6 P
M
C:\dra
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A13
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Author
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No. Description Date
1/8" = 1'-0"A131 FIRST FLOOR
1/8" = 1'-0"A132 SECOND FLOOR
1/8" = 1'-0"A133 BASEMENT