DIR-2019-013 Approved Plan SetCommunil y DO�I ,lkoIf��bGar d DEMO NOTES:
Plan 'ng I_i/riS on=C_u_ r wQ
C Case
PP VE-. PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION,
Case # DI IDFS _. -. _.. _ _.NES AND ROOF DRAINS/DOWN SPOUTS.
pplication Number(s)
Approval Body: D reao4It ?YPLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
Approval Date 03/31/20
R I J. 6ON I RAe I VJ RCJrVI SIBLE FOR DUST CONTROL AND INSURING THE AREA
Signature Eller Yale _IA .FNiT Tn TNF iAtnLEFT IN A CLEAN CONDITION.
Case Manager
4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION
PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE
WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS
SOIL.
6. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND OR CABLE) SHALL BE
UNDER GROUND.
7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR
FOR FINAL INSPECTION.
8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED
AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS.
9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE
CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT
FROM THE PUBLIC WORKS DEPARTMENT.
10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN.
DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL.
WITH EXCEPTION:
a. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE
INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE
STRUCTURE.
b. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION
SHALL BE SLOPED A MIN 2% AWAY FROM THE BUILDING.
11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION.
TREE PROTECTION NOTES:
1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF
PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR
PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY
RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE
GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE
ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE
TREE(S).
2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT
TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING
CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR -FOOT -HIGH FENCE
AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING
AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE
TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING
IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE
CONSTRUCTION WORK.
3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP
LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT.
4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER
FOR THE TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG
SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY
TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF
AN ARBORIST SHALL BE COMPLETED.
5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE
SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND
DESIGN OF TREE WELLS.
6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO
CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR
DUMPED UNDER A TREE.
7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY
TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER
CONSTANT SURVEILLANCE.
8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS
DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND
CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE
ARCHITECT/ARBORIST WITH APPROVAL OF STAFF.
9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE
REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON.
10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE
PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE
SAVED.
11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE
FENCING AROUND TREES TO BE PROTECTED.
LEGEND:
2nd FLOOR
PROPERTY LINE
BLDG 1st FLOOR FOOTPRINT LINE
BLDG 2nd FLOOR FOOTPRINT LINE
GREEN BUILDING MEASURE NOTES:
1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS.
2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO
VEGETATED AREAS.
3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE.
GRAPHIC SCALE: 1/8 INCH =1 FEET
0 2 4 6 8 10 20 30
r•�
PROPOSED SITE PLAN
SC: 1/8" = 1'-0"
NORTH
ms
DESIGN
AMSDESIGN
2275 S. BASCOM AVE., SUITE 1406
CAMPBELL, CA 95008
Tell: (415) 254.1606
e-MAIL: office@AMSDesignllp.com
21060 HOMESTEAD RD. SUITE 216
CUPERTINO, CA 95014
TEL:(408) 992-1229
e-MAIL: NILSENEINC@GMAIL.COM
GOSWAMI
RESIDENCE
18975 TUGGLE AVE.,
CUPERTINCI,CA
REVISION TABLE:
REVISION DATE BY
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,
GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY
DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE
THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO
THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE
WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE
RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE
PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS -
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY
OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS
CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF
FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY
DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF
THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE
RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY
OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND
THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-
CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN
RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED
WORK.
SHEET TITLE:
SITE PLAN
PROJECT ID : D-1810-02
DATE:
SCALE:
AUGUST. 2019
1/8" = 1'
DRAWN BY: A.M.S
SHEET NUMBER:
A-01.01
OWNERSHIP:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY
WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE
PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN
CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS
PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY
DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE
WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE
OVER SCALED DIMENSIONS.
Communi y Development Department
Plan ng Divisio& C�l1_ ti,,[NG NOTES:
CUPERTIN4 APPROVE-D
Case # DIR-2019-013
pplicationNum erO ASEMEN I J (EXCEPT THOSE ONLY FOR MECHANICAL EQUIPMENT AND NOT OVER 200 SQFT IN
Approval Body: rector / Sta POR AREA), HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE
Approval Date 03/31/20 EMERGENCY ESCAPE AND RESCUE OPENING. R310.1
Signature Eller Yal' a. MIN. NET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT. R310.1.2
cas� Ma, �r.eb. MIN. NET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. R310.1.3
c. MIN. NET CLEAR OPENABLE DIMENSION OF 5.7 SQFT IN AREA. GRADE FLOOR OPENINGS SHALL
HAVE A MIN. NET CLEAR OPENING OF 5 SQFT. 310.1.1
d. OPENING SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES MEASURED FROM THE FLOOR.
310.1
2- FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3-FEET BETWEEN THE COUNTER FRONTS
AND APPLIANCES OR COUNTER FRONTS AND WALLS. CBC 1208.1
3- SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH INSTALLED SHOWER HEADS SHALL
BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO THE HEIGHT NOT LESS THAN 72 INCHES(6
FT). CRC R307.2
4- THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF LATCHING AND SELF CLOSING,
SOLID CORE DOOR NOT LESS THAN 1-3/8 INCH THICK.
5- THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM TREAD DEPTH CAN BE 10-INCHES. FOR
ANY TREAD DEPTH LESS THAN 11-INCHES, A NOSING OF NOT LESS THAN 0.75-INCHES, BUT NOT MORE
THAN 1.25-INCHES SHALL BE PROVIDED.
6- DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED,
LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3.
GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES ABOVE A STANDING
SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED
PLASTIC. CBC 2406.3, #5
7- GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST
EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN
A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60-INCHES
ABOVE THE WALKING SURFACE SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED
PLASTIC ( I.E. SIDE LIGHTAT NEW MAIN ENTRY DOOR) . CBC 2406.3, #6
8- MINIMUM 36" DEEP LANDING IN THE DIRECTION OF TRAVEL AT NEW EXTERIOR DOORS SHALL BE
PROVIDED. LANDING TO BE NOT MORE THAN 7-% INCHES LOWER THAN THE DOOR'S THRESHOLD FOR
IN -SWINGING AND SLIDING GLASS DOORS AND NOT MORE THAN 7" FOR IN -SWINGING AND MAIN ENTRY
DOOR.
9- NEW ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE DWELLING WITHOUT USE OF KEY,
SPECIAL KNOWLEDGE OR EFFORT. CRC SEC. R311.2
10- 1/2" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE INSTALLED ON THE GARAGE
SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE. (GARAGE MUST BE SEPARATED FROM
THE DWELLING AND ITS ATTIC AREA) CRC SEC. R302.6 AND TABLE R302.6
ALSO 5/8" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS REQUIRED.
11- BATHROOMS & KITCHEN:
11.1- 22" MIN SHOWER DOOR CLEARANCE.
11.2- TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS.
CEMENT BOARD SUBSTRATE FOR SHOWER WALLS.
11.3- LAVATORY FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1)
11.4- WATER CLOSETS TO HAVE A FLOW RATE OF 1.28 GALLONS/FLUSH OR LESS. (CALGREEN 4.303.1)
11.5 -CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD,ETC) FOR TILE APPLICATION
SURROUNDING THE BATH TUB WALLS.
11.6- KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1)
FIRE PLACE NOTES:
CERTIFIED UNDER AMERICAN NATIONAL STANDARDS: CSA 2.22, ANSI Z21.50 FOR VENTED GAS
FIREPLACES.
FEATURES:
64% STEADY STATE MAXIMUM EFFICIENCY WITH 17,000 BTUS TOP OR REAR VENT
100% SAFE GUARD TM SAFETY GAS CONTROL QUICKLY AND AUTOMATICALLY SHUTS OFF GAS SUPPLY
FLAME AND HEAT ADJUSTMENT FOR MAXIMUM COMFORT AND EFFICIENCY
TOP VENT 40-FT. VERTICALLY OR 20-FT. HORIZONTALLY
HEAVY -GAUGE PAN BURNER SYSTEM
WORKS WITH 4" BY 7" PIPE
A _
-03-01
BO
ELEC.
oW
W
0
I
35'J10"
I
10'-3" 54"
1 0„
2'-2" 6-0" 2'-1" 1'-4" 3'-0" 1'-9" —
— — — — — — 7
42" FiEIG
IT OF
IRON
H
ND
RAILING
UP
D19 8689
_Tl--0--
89100
D9-868,9
89100
1' 0"
1'-2" 8'-6" 1'4" 8'-6" 2-6 5'4" 2'-9" 1'-6" 2'-0" 1'-6"
20'-6"
31-9„
o po
W
0
9'-3"
11'-0"
6'-0" V-6" 2'-6" 6-0" 2'-6"
W05-6050
1 PROPOSED 1ST FLOOR PLAN
SC: 1/4" = 1'-0"
10'-4"
a
0
v
o
o�
N
a�
LEGEND:
NEW CONSTRUCTION WALL
GRAPHIC SCALE: 1/4 INCH = 1 FEET
0 1 2 3 4 5 10 15
NORTH
M5
DESIGN
AMSDESIGN
2275 S. BASCOM AVE., SUITE 1406
CAMPBELL, CA 95008
Tell: (415) 254.1606
e-MAIL: office@AMSDesignllp.com
21060 HOMESTEAD RD. SUITE 216
CUPERTINO, CA 95014
TEL:(408) 992-1229
e-MAIL: NILSENEINC@GMAIL.COM
GOSWAMI
RESIDENCE
18975 TUGGLE AVE.,
CUPERTINO,CA
REVISION TABLE:
REVISION DATE BY
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,
GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY
DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE
THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO
THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE
WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE
RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE
PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS -
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY
OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS
CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF
FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY
DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF
THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE
RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY
OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND
THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-
CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN
RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED
WORK.
SHEET TITLE:
PROPOSED FIRST
FLOOR PLAN
PROJECT ID :
D-1810-02
DATE:
AUGUST. 2019
SCALE:
1/4" = 1'
DRAWN BY:
A.M.S
SHEET NUMBER:
A-01.02
OWNERSHIP:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY
WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE
PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN
CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS
PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY
DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE
WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE
OVER SCALED DIMENSIONS.
CUPERTINC
Case #
Appro,.
Appro,�
SignatL
Communi yDevelopirn�ep�tlQg�" tFf NGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED
Plan ng Divisionn�--- CVupTertXro /`1
CUPERTINO APPRP%ND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION."
Case # DIR-2019-013
pplication Number(s)
Approval Body: rector / Staff
Approval Date 03/31/20
Signature Eller Yau
Case Manager
ELEVATION NOTES:
PROVIDE CLASS A ROOFING, PER CUPERTINO MUNICIPAL CODE
SECTION 16.04.080
THE MAX. WEIGHT OF ROOFING SHALL NOT EXCEED 11 PSF ( BASED
UPON STRUCTURAL ENGINEER'S CALCS.
•
9-1 "Iffi""'
21' PLATE HT. AN APPROVED ADDRESS NUMBER ON BUILDING ELEVATION IS PLAINLY
Li W W Li ABOVE F.F. LEGIBLE AND VISIBLE FROM THE ADJACENT ACCESS STREET OR ROAD.
CROWN OD BE M THE NUMBERS NEED TO CONTRAST WITH THEIR BACKGROUND, AND BE
FAUX WOOD BEAM �2'-0" A MINIMUM OF 4" HIGH, WITH A MINIMUM STROKE OF 1/2 CRC 319.1
W:6" H: 8" DEPTH: 10" �.P. T (
COLOR: BROWN 1 1 1
wo1-2o2o FIREBLOCKING SHALL BE PROVIDED VERTICALLY AT THE CEILING AND
PW14o w1o' 040 FLOOR LEVEL PER CRC R302.011.
:�i w
Q,z
2�QLu w _
J W C
Q O w
5FROM
Q IL
ne CO
PROPERTY LINE
Lu
TO THE
> Q p
EXTERIOR WALL
O z J
O m
THE USE OF COPPER METAL ROOFING, COPPER GRANULE CONTAINING
ASPHALT SHINGLES, COPPER GUTTERS AND DOWNSPOUTS, AND/OR
OTHER EXTERIOR ORNAMENTAL COPPER IS STRONGLY DISCOURAGED
FOR ALL RESIDENTIAL BUILDING PROJECTS."•' •
COPPER APPLICATIONS ARE NOT PERMITTED FOR USE ON ANY
ABOVE F.F.
i■/■/■Ip■I�■I�■I�■I�■I�■I�■I�■I�■I�■I�■��■I�■I�■I�■I�■I�■I�■I�■I�■I�■I�■►� ` COMMERCIAL • ' INDUSTRIAL BUILDINGS DUE TO THE POTENTIAL FOR
ABOVETam
1 9 WATER POLLUTION FROM COPPER EXPOSED STORMWATER RUNOFF.
10' PLATE HT. CN
kL CRAWL SPACE VENTILATION CALC.:
1 PROPOSED FRONT (SOUTH) ELEVATION
CLASS A TILE ROOFING.
INSTALLATION PER MANUFACTURE
RECOMMENDATION. VERIFY WITH OWNER
OR DESIGNER FOR COLOR.
(EXAMP.:EAGLE ROOF TILE WITH PRODUCT
NUMBER :4678 OR EQUAL)
5FROM
PROPERTY LINE
TO THE
EXTERIOR WALL
2 PROPOSED REAR (NORTH)
SC: 1 /4" = 1'-0"
ELEVATION
c
Io>
zc
IUD
5' FROM PROPERTY O G)
LINE TO THE m D
EXTERIOR WALL o
r>
z
Im
T-
ou p
� z0
C7cm
Meter ,� > - A
�0
5' FROM PROPERTY I p 0 D
70
LINE TO THE m > C
EXTERIOR WALL m m
r > -n
z�O
m 3:
F.F.
18" ABOVE NATURAL GRADE
NATURAL GRADE LINE
274" TOP HT.
ABOVE
NATURAL GRADE
21' PLATE HT.
ABOVE F.F.
1 V PLATE HT
ABOVE F.F.
10' PLATE HT.
ABOVE F.F
F.F.
IF 18" ABOVE NATURAL GRADE
NATURAL GRADE LINE
FIRST FLOOR LIVING AREA: 1378 SF.
VENT DIMENSION : (6" X 16") = 0.667 SF.
FORMULA: AREA ( 1378) / 150 = REQUIRED VENTILATION AREA (9.19 SQF )
VENT NUMBERS = VENTILATION AREA (9.19) / VENT AREA (0.667) = 13.78 (14 )
1ST FLOOR ATTIC VENTILATION CALC. :
FLAT CEILING AREA: 1378-820= 558 SF.
FORMULA: AREA (558) / 150 = REQUIRED VENTILATION AREA (3.72 SF. )
50% OF REQUIRED VENTILATION AREA (3.72 SF) = 1.86 SF.
50% OF THE VENTILATION TO OCCUR AT EAVE/CORNICE LINE, PER SEC.R 806.1
OF 2010 CRC.
METHOD A: ATTIC VENT ( CIRCULAR VENT)
VENT DIMENSION : (' 2") = 0.022 SF.
VENT NUMBERS = VENTILATION AREA ( 1.86) / VENT AREA ( 0.022) = 84.55
(85 )
50% OF THE VENTILATION TO OCCUR AT A LEVEL 3-FEET ABOVE THE EAVE/
CORNICE LINE, PER SEC. R 806.1 OF 2016 CRC.
METHOD B : RIDGE VENT ( EYEBROW VENT)
VENT DIMENSION : 18 SIN. PER LINEAR FOOT = 0.125 SF.
VENT LINEAR = VENTILATION AREA (1.86) / VENT AREA (0.125) = 14.88 FT.
2ND FLOOR ATTIC VENTILATION CALC
FLAT CEILING AREA: 820 SF.
FORMULA: AREA (820) / 150 = REQUIRED VENTILATION AREA (5.47 SF. )
50% OF REQUIRED VENTILATION AREA (5.47 SF) = 2.74 SF.
50% OF THE VENTILATION TO OCCUR AT EAVE/CORNICE LINE, PER SEC.R 806.1
OF 2010 CRC.
METHOD A: ATTIC VENT ( CIRCULAR VENT)
VENT DIMENSION : ( U 2") = 0.022 SF.
VENT NUMBERS = VENTILATION AREA ( 2.74) / VENT AREA ( 0.022) = 124.54
(125 )
50% OF THE VENTILATION TO OCCUR AT A LEVEL 3-FEET ABOVE THE EAVE/
CORNICE LINE, PER SEC. R 806.1 OF 2016 CRC.
METHOD B : RIDGE VENT ( EYEBROW VENT)
VENT DIMENSION : 18 SIN. PER LINEAR FOOT = 0.125 SF.
VENT LINEAR = VENTILATION AREA (2.74) / VENT AREA (0.125) = 21.92 FT.
VENTILATION NOTES:
BOTH METHODS A & B SHOULD BE DONE BY CONTRACTOR.
NEW VENTS IN CRAWL SPACE DOES NOT INTERFERE WITH ANY
BRACE WALLS/SHEAR PANELS.
ms
DESIGN
AMSDESIGN
2275 S. BASCOM AVE., SUITE 1406
CAMPBELL, CA 95008
Tell: (415) 254.1606
e-MAIL: office@AMSDesignllp.com
21060 HOMESTEAD RD. SUITE 216
CUPERTINO, CA 95014
TEL:(408) 992-1229
e-MAIL: NILSENEINC@GMAIL.COM
GOSWAMI
RESIDENCE
18975 TUGGLE AVE.,
CUPERTINO,CA
REVISION TABLE:
REVISION DATE BY
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,
GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY
DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE
THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO
THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE
WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE
RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE
PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS -
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY
OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS
CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF
FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY
DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF
THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE
RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY
OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND
THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-
CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN
RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED
WORK.
SHEET TITLE:
PROPOSED
ELEVATIONS
PROJECT ID : D-1810-02
DATE:
AUGUST. 2019
SCALE: 1/4" =1'
DRAWN BY: A.M.S
SHEET NUMBER:
A-02.01
OWNERSHIP:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY
WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE
PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN
CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS
PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY
DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE
WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE
OVER SCALED DIMENSIONS.
Communi yDevelopirn�e�tlQg•p�•rtFf NGES TO THE APPROVED COLORS,
Plan ng Divisions--- CVupTertXro /`1
CUPERTIN4 APPRPvND APPROVED BY THE CITY OF CUPERTINO
Case # DIR-2019-013
pplication Number(s)
Approva I Body: / Staff
Approval Date lorector
3/31/20
Signature Eller Yai
Case manager
MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED
PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION."
CLASS A TILE ROOFING.
INSTALLATION PER MANUFACTURE
RECOMMENDATION. VERIFY WITH OWNER
OR DESIGNER FOR COLOR.
(EXAMP.:EAGLE ROOF TILE WITH PRODUCT
NUMBER :4678 OR EQUAL)
CLASS A TILE ROOFING.
INSTALLATION PER MANUFACTURE
RECOMMENDATION. VERIFY WITH OWNER
OR DESIGNER FOR COLOR.
(EXAMP.:EAGLE ROOF TILE WITH PRODUCT
NUMBER :4678 OR EQUAL)
PROPOSED RIGHT (EAST) ELEVATION
SC: 1/4" =1'-0"
PROPOSED LEFT (WEST) ELEVATION
SC: 1 /4" = 1'-0"
27'-4" TOP HT.
ABOVE
NATURAL GRADE
21' PLATE HT.
ABOVE F.F.
11' PLATE HT. r
ABOVE F.F.
1 (2 Nd Floor)
F.F.
18" ABOVE NATURAL GRADE
NATURAL GRADE LINE
27'-4" TOP HT.
ABOVE
NATURAL GRADE
21' PLATE HT.
ABOVE F.F.
F.F.
18" ABOVE NATURAL GRADE
I �1
NATURAL GRADE LINE
ms
AMSDESIGN
2275 S. BASCOM AVE., SUITE 1406
CAMPBELL, CA 95008
Tell: (415) 254.1606
e-MAIL: office@AMSDesignllp.com
21060 HOMESTEAD RD. SUITE 216
CUPERTINO, CA 95014
TEL:(408) 992-1229
e-MAIL: NILSENEINC@GMAIL.COM
GOSWAMI
RESIDENCE
18975 TUGGLE AVE.,
CUPERTINO,CA
REVISION TABLE:
DESIGN
REVISION DATE BY
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,
GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY
DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE
THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO
THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE
WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE
RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE
PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS -
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY
OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS
CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF
FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY
DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF
THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE
RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY
OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND
THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-
CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN
RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED
WORK.
SHEET TITLE:
PROPOSED
ELEVATIONS
PROJECT ID : D-1810-02
DATE:
AUGUST. 2019
SCALE : 1/4" = 1'
DRAWN BY: A.M.S
SHEET NUMBER:
A-02.02
OWNERSHIP:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY
WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE
PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN
CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS
PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY
DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE
WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE
OVER SCALED DIMENSIONS.