R-2014-18b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE•CUPERTINO, CA 95014-3255
C U P E RT 1 N O (408)777-3308• FAX(408)777-3333•planninq(a�cupertino.org
July 10, 2014
WHY Construction
Attn: Hsin-Fu Lin
6805 Westmoor Wy
San Jose, Ca. 95129
SUBJECT: TWO STORY PERMIT ACTION LETTER-Application R-2014-18:
This letter confirms the decision of the Director of Community Development, given on July 8, 2014,
approving a Two Story Permit to allow the construction of a 2,692 square foot single family residence,
located at 18832 Tuggle Avenue, with the following conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled, "Mrs. Yang Residence Rebuild, 18832 Tuggle Ave.,
Cupertino CA 95014-3626" consisting of nine sheets labeled "A1.1 to A3.3, C.0 and CALG", dated
Received June 16,2014, except as may be amended by conditions in this resolution.
2. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the building plans.
3. ACCURACY OF THE PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not
limited to property boundary locations, building setbacks, property size, building square footage,
any relevant easements and/or construction records. Any misrepresentation of any property data
may invalidate this approval and may require additional review.
4. CONSTRUCTION PLAN SET REVISIONS/CLARIFICATIONS
Prior to issuance of building permits, the construction plan submittal shall include the following
information:
a. The privacy planting plan shall be revised to show the exact details of the plantings proposed
within the vision cones.This includes number, spacing, and planting size.
5. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to the
proposed project for additional conditions and requirements. Any misrepresentation of any
submitted data may invalidate an approval by the Community Development Department.
6. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM
The project shall comply with the requirements indicated on the Public Works Confirmation form,
including, but not limited to, dedications, easements, off-site improvements, undergrounding of
Two Story Permit Action Letter Page 2
R-2014-18
utilities, all necessary agreements, and utility installations/relocations as deemed necessary by the
Director of Public Works and required for public health and safety. The Public Works Confirmation
is a preliminary review, and is not an exhaustive review of the subject development. Additional
requirements may be established and implemented during the construction permitting process. The
project construction plans shall address these requirements with the construction permit submittal,
and all required improvements shall be completed to the satisfaction of the Director of Public Works
prior to final occupancy.
7. PRIVACY PROTECTION COVENANT
The property owner shall record a covenant on this property to inform future property owners of the
privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for
all windows with views into neighboring yards and a sill height that is 5 feet or less from the second
story finished floor. The precise language will be subject to approval by the Director of Community
Development. Proof of recordation must be submitted to the Community Development Department
prior to final occupancy of the residence.
8. EXTERIOR BUILDING MATERIALS/TREATMENTS
Final building exterior treatment plan (including but not limited to details on exterior color, material,
architectural treatments and/or embellishments) shall be reviewed and approved by the Director of
Community Development prior to issuance of building permits. The final building exterior plan
shall closely resemble the details shown on the original approved plans. Any exterior changes
determined to be substantial by the Director of Community Development shall require a minor
modification approval with neighborhood input.
9. LANDSCAPE PROJECT SUBMITTAL:
Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per
sections 14.15.040 A, B, C, and D of the Landscaping Ordinance if more than 2,500 square feet of
landscaping area is proposed. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15),
Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and
approved to the satisfaction of the Director of Community Development prior to issuance of building
permits.
10. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City
Council, its officers, employees and agents (the "indemnified parties") from and against any claim,
action, or proceeding brought by a third party against the indemnified parties and the applicant to
attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project,
including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in
defense of the litigation. The City may, in its sole discretion, elect to defend any such action with
attorneys of its choice.
11. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code Section
66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and
a description of the dedications, reservations, and other exactions. You are hereby further notified
that the 90-day approval period in which you may protest these fees, dedications, reservations, and
Two Story Permit Action Letter Page 3
R-2014-18
other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a
protest within this 90-day period complying with all of the requirements of Section 66020, you will
be legally barred from later challenging such exactions.
Please note that if this permit is not vested within a year, it shall expire on July 8, 2015.
Staff has made all the findings that are required for approval a Two Story Permit as required by the of
Cupertino's Municipal Code, Chapter 19.28.140 (A). Also, please note that an appeal of this decision
can be made within 14 calendar days from the date of this letter. If this happens, you will be notified
of a public hear' g,which will be scheduled before the Planning Commission.
Sincerely,
;
Gian Mar ' e
Assistant Planner
408-777-3319
gianm@cupertino.org
Enclosures:
Approved Plan Set
CC:Lisa Yang,18832 Tuggle Ave,Cupertino Ca 95014
t
GENERAL R �TES
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO
CHECK AND VERIFY ALL DIMENSIONS AND CONDITlONS INDICATED ON THESE
DRAWINGS AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING
1HEIR WORK.
2. THESE DRAWINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION
CONTRACT AND,1}iEREFORE,MAY NOT SPECIFlCA�LY DETAILS OR SPECIFY
MATERIALS AND/OR MANUFACTURERS.
3. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND/OR CUT-SHEETS AS
REOUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL SELECTIONS.
4. FOR THE PURPOSE OF ESIIMATING,THE CONTRACTOR SHALL USE TNE
MATERIALS SELECTED BY THE OWNER,OR IN ABSENCE OF SAME, HE SHALL
PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE.
5. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH
ESTIMATE.
6. NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY
THE CONSTRUCTION DOCUMENTS.AND THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBIUTY FOR ANY OR ALL CONSTRUCTION DEFICIENCIES.
7. THE GENERAL CONTRACTOR SHALL HOLD HARMLESS,INDEMNIFY AND DEFEND
THE DESIGNER FROM ANY ACTION INITIATED BY THE INI11A�OWNER OR ANY
SUBSEQUENT OWNERS FOR CONSTRUCTION DEFlCIENCIES,MODIFICAT10N5 OR
SUCH CONDIT10N5 WHICH MAY BE BEYOND THE CONTRO�OF THE ARCHITECT.
8. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND TRADE STANDARDS
WHICH GOVERN EACH PHASE OF WORK,INCLUDING BUT NOT LIMITED TO
CALIFORNIA BUILDING CODE(CBC),CALJFORNIA MECHANICAL CODE(CMC),
NA110NAL ELECTRICAL CODE(NEC),CAIJFORNIA PLUM8ING CODE(CPC),AND
ALL APPLICABLE LOCAL CODES AND LEGISlAT10N.
9. THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDI110NS OF ALL
EXISTING SITE IMPROVEMENTS INCLUDING PAVED AREAS,HE SHALL MAKE
KNOWN ALL EXISTING DAMAGED OR DISREPAIRED ITEMS AND CONDIPONS THAT
MAY WORSEN DUE TO THE CONSTRUC110N.
10. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN IN 711EIR PRESENT
CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
11. CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF
AS OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED.
12. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS
AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF
SAME.
13. NO EX1RA COMPENSA�ION WILL BE ALLOWED TO THE CONIRACTOR FOR THE
EXPENSES DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER
CONDITIONS WHICH MAY AFFECT HIS WORK.
14. ALL NEW INTERIOR PAINT COLOR,FLOOR,WALLS AND CEILING FlNISHES
SHALL BE SELECTED BY OWNER AT THE i1ME NMEN IT IS NECESSARY FOR
THE COMPLETION OF 1HE PROJECT.
15. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH 11-IE
LATEST ADOPTED CITY STANDARDS.
16. THE STORING OF GOODS AND MATERIALS ON SIDEWALK AND/OR STREET WALL
NOT BE ALLOWED UNLE55 THE CONTRACTOR HAS APPLIED AND SECURED A
SPECIAL PERMIT WHICH ALLOWS SUCH STORAGE TO BE PLACED.
17. SPECIAL INSPEC110NS ARE REQUIRED FOR THE INSTALLATION OF EXPDXY
ANCHORS AND HOLDOWNS.SUBMIT A COMPLETED CITY OF CUPERTINO SPECIAL
INSPECTION AND TESTING SCHEDULE.TO OBTAIN FORM TO GO THE BUILDING
DEPARTMENT WEBSITE(WWW.CUPERTINO.ORG)UNDER FORMS AND GUIDES.
18. PROVIDE(2)WET STAMPED AND SIGNED COPIES OF A REVIEW LETIER FROM
THE GEOTECHNICAL/CIVIL ENGINEER FOR THE FOUNDATION PLAN AND DETAILS
TO SHOW n-IAT HE/SHE HAS REVIEWED THEM AND TAHT THE OVERALL
PROJECT DESIGN IS IN GENERAL CONFORMITY WITH THE GEOTECHNICAL SOILS
ENGINEERING RECOMMENDAT10N5 FOR THE PROPOSED CONSTRUC110N.
SCOPE OF WORK
1. NEW 1ST FLOOR INCLUDES: (N)PORCH,(N)LIVING RM.,(N)POWDER RM.,
(N)LOBBY,(N)BAT}i #1, (N)BEDROOM#1,(N)LAU.
(N)FAMILY RM.,(N)KITCHEN AND(N)DINING RM.
NEW 2ND FLOOR INCLUDES: (N)BEDROOM#2,(N)BEDROOM #3,(N)M.BEDROOM,
(N)M.BATH,(N)BATH#2 AND(N)LOUNGE.
THE TOTAL iST FLOOR IS 1,330 S.F. 2ND FLOOR IS 925 S.F. GARAGE IS 437 S.F.
2. ALL NEW WINDOWS ARE DOUBLE PANEL.
3. INSTALL NEW ROOF,ROOFlNG TO BE LT.WT.CONC.T1LE ROOF.
4. NEW EXTERIOR STUCCO FINISHED.
5. RELATED ELECTRICAL,MECHANICAL AND PLUMBING WORK.
6. (N)ELECTRICAL PANEL TO BE 200 AMP.
7. (N)GAS MTER.
SYMBOLS
� /� }-COLUMN GRID LINE N0.
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NO SECTION N0.
A.X F SECTION SHEET N0.
ELEVATION N0.
NO
A.X ELEVATION SHEET N0.
NO DETAIL N0.
A.X DETAIL SHEET N0.
,
REVISION N0.
OEXISTING DOOR
NO DOOR N0.
q � DOOR SCHEDULE
DOOR TYPE
NO INTERIOR ELEVATIONS
A.X INDICATOR
RM.�E ROOM NAME
FL. �F FLOOR FlNISH
B LDG D. 'A
SITE AREA: 0137 ACRES
5,985 S0. FT.
EXISTING BUILDING FLOOR AREA(ALL DEMOLISHED)
FLOOR AREA: 1ST FL 0 SQ. FT.
2ND FL 0 SQ. FT.
GARAGE 0 S0.FT.
TOTAL EXISTING FLOOR: 0 S0. FT.
PROPOSED ADDITION FLOOR AREA
LIVING AREA: 1ST FL 1,330 SQ.FT.
2ND FL 925 50. FT.
PORCH UNCOUNTED 49 S0.FT.
GARAGE 437 SQ. FT.
TOTAL PROPOSED FLOOR 2,692 S0. FT.
MAX. ALLOWED FLOOR AREA
5,985 X 459,= 2.693.25 S0. FT.
TOTAL FLOOR AREA �
1,330+925+ 437= z.692 S0. FT.
F.A.R.: 2,692/5,985= 44.98 %<457
i
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LANDSCAPE ARE : 4.»2 �50. FT.
LANDSCAPE COVERAGE 60.00 �
APN: 375-32-028
ZONE: R1-5 Qi
OCCUPANCY: R-3/U
CONSTRUCTION TYPE: V-B
STORY(IES): 2
AUTO.FIRE SPRINKLER: YES
DESIGN COMPLY WITH:
2013 CBC Ed.
2013 CRC Ed.
2013 CFC Ed.
2013 CMC Ed.
2013 CPC Ed.
2013 CAIIFORNIA ELECTRIACL CODE Ed.
2010 CALIFORNIA ENERGY CODE Ed.
2013 CALJFORNIA GREEN BUILDING CODE Ed.
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A7.1 TITLE SHEET & SITE PLAN
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�•� PROPOSED 1 ST FLOOR PLAN
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�NOlE: CONSTRUCT SIDEWALKS,WALKWAYS
Q AND/OR PA1105 WITH PERMEABLE SCnLE:i/8'=t'-o'
� SURFACES. �;
•NOTE: PRIOR TO ISSUANCE OF BUILDING ��
PERMIT, T}iE LANDSCAPE WATER-EFFICIENCY
CHECKUST IN APPENDIX A OF CHAPlER 14.15 02
WILL NEED TO BE FILLED OUT AND A FULL
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THAT THIS INFORMATION BE PROVIDED AT 1}iE
T1ME OF THE PLANNING ENTITLEMENT.
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D.DIRECT RUNOFF FROM DRIVEWAYS
AND/OR UNCOVERED PARKING LOTS
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WHY
Constuction
DESIGNER I
Jack Lin CSLB #964820
6805 Westmoor Way
San Jose,CA 95129
TEL: (408) 218-0587
Email: fu333�yahoo.com
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OWNER:
MRS. LISA YANG
lEL: 408-393-3951
EMAIL:
I isa yan g777�g m ail.com
MR. CANFA CHEN
1EL: 408-726-2956
EMAIL:
ccfa1234�yahoo.com
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TITLE SHEET
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SITE PLAN
�arE: 03/15/14
�oe No. WHY14-0321
ISSUE&REVISION
04/02/14 LANNING REVIEW
SHEET N0.
A1 .1
DRAWN BY: JL
DEMOLITION NOTES
1 THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR �ATERIALS AS
REOUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS INDICATED
ON RC USA DRAWINGS OR AS OTHERwISE DIRECTED BY THE OwNER
2. THE CONTRACTOR TO VIEW AND VERIFY ACTUAL CONDITIONS AT ALL
LOCATtONS WHERE ALTERATIONS TO THE EXISTING BUILDING OCCUR. WHEN
WALLS, PARTITIONS, AND OTHER WORK EXISTS WHERE NEW WORK IS
INDICATED, ALL SUCH EXISTING WORK SHALL BE REMOVED. VERIFY ALL SUCH
CONDITIONS AT THE SITE.
3. THE CONTRACTOR SHALL REPORT TO ARCHITECT AfJY AND ALL CCNDITIONS
WFiICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE
PROPER EXECUTION AND COMPLETION OF THE WORK OF TH�S CONTRACT.
4. THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE
REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS.
INCLUDING OVERTIME WORK REQUIRED.
5. THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY
OF THE BUILDING LANDLORD INCLUDING, BUT NOT LIMITED TO FLOOR
COVERING,CEILING GRID AND TILE, LIGHT FIXTURES, DOORS, WINDOWS,
FRAMES,HARDWARE, CABINETRY, PLUMBING FIXTURES, ELECTRICAL AND AIR
CONDITIONING EOUIPMENT,PERIPHERAL ENCLOSURES, ETC.
6. THE GENERAL CONTRACTOR SHA�L ERECT ALL NECESSARY PLASTIC DROP
CLOTH BARRIERS TO PROTECT ADJACENT BUILDING PROPERTY WHILE
DEMOLITION AND CONSTRUCTION ARE IN PROGRESS.
7. THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED
SURFACES TO INCLUDE CORNER BEADS. STOPS, ETC. FOR CHIPS, CRACKS,
HOLES, DAMAGED SURFACES, AND ANY OTHER DEFECTS CAUSING AN
APPEARANCE DIFFERENT FROM A NEW,FINISHED, INSTALLATION. THESE
DEFECTiVE SURFACES SHALL BE REPAIRED OR,IF BEYOND REPAIR, THE
GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING AND INSTALL NEW
SURFACES TO THE SATISFACTION OF TSCGI AND THE OWNER
8. THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES AND
WHERE AS A RESULT OF DEMOLITION, FINISHED SURFACES DO NOT ALIGN,
THE EXISTING SURFACE SHALL BE CUT AND PATCHED.
9. ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED
BY DEMOLIl10N OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL
BE PATCHED AS REQUIRED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS
IN MATERIAL, FIRE-RATING, FINISH, AND COLOR, UNLESS OTHERWISE NOTED.
10. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT
ITEMS TO BE REUSED OR RETURNED TO THE OWNER OR AS OTHERWISE
DIRECTED.
11. IN ALL AREAS WHERE DEMOLITION(REMOVAL OF TILE, PARTIT10N5, ETC.
CAUSES AN UNEVENNESS IN THE SLAB. THE CONTRACTOR SHALL PATCH TO
LEVEL THE SLAB TO RECEIVE NEW FINISH FLOORING.
12. ALL EXPOSED LIGHT FIXTURES, WIRING, SWITCHES, CONDUIT, AND METAL
MOLDING NOT BEING REUSED SHALL BE REMOVED AND EITHER STORED OR
DISPOSED OF BY THE GENERAL CONTRACTOR AS INSTRUCTED BY THE
OWNER.
13. THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY
UGHTS THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED.
14 THE GENERAL CONTRACTOR SHALL CAP OFF BEHIND FINISHED SURFACES
ALL PROJECT PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL
OTHER PROJECTING ITEMS THAT ARE BEING ABANDONED.
15. THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER
WALL DEMOLITION INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY
OTHER TELEPHONE OR ELECiRICAL WIRING OR EQUIPMENT. VERIFY WITH
TENANT REUSE OF EXISTING CABLING PRIOR TO REMOVAL.
16. ALL"EXISTING TO REMAIN", °EXISTING", "RELOCATED", OR "NEW" ITEMS
INSTALLED BY THE GENERAL CONTRACTOR,IN ADDITION TO BEING AMPLY
PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE
THOROUGHLY CLEANED TO THE SATISFACTION OF TSCGI PRIOR TO BEING
TURNED OvER TO THE OwNER.
17. REFER TO ENGINEERING DRAWINGS FOR REMOVAL AND/OR RELOCATION IF
REQUIRED OF HAVOC DUCTS, DIFFUSERS, SPRINKLER HEADS,EXIT LIGHTS,
ETC
18. SOME DOORS AND FRAMES TO BE REMOVED SHALL 8E RETURNED TO
OWNER. HANDLE CAREFULLY AND STORE ON SITE.
GENERAL DEMOLITION NOTES
1 THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL
THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF THE
PROJECT AND THE CONTRACT DOCUMENTS IN ORDER THAT DEMOLITION
WORK WILL INCLUDE DEMOLISH�NG ALL ITEMS INCIDENTALS, WHETHER CALLED
FOR OR NOT.
2. THE GENERAL CONTRACTOR SHALL REVIEW THE DRAWINGS AND
SPECIFtCATIONS TO COORDINATED WITH EXISTING BUILDING CONDITIONS. ANY
VARIANCE OR DISCREPANCY THAT ARISE FROM ABOVE REVIEW SHALL BE
REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION.
3. CONDUIT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT
STRUCTURES.
4. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY
DEVICES.
5. ANY STRUCTURAL SUPPORT,BRACING AND SHORING NEED TO HAVE
ENGINEER REVIEW PRIOR TO COMMENCE THE WORK.
6. LOCATE EXISTING UNDERGROUND UTILIIIES IN AREA TO AVOID DAMAGE BY
DEMOLITION.
7. ALL DEMOLITION WORK TO BE PERFORM CAREFULLY, ITEMS TO BE REMOVED
NEED TO REMOVE, DUMP AT LEGAL DUMP SITE, CLEAN THE WORK AREA
AND PREPARE THE AREA TO RECEIVE NEW WORK AS SPECIFIED ON THE
DRAWINGS
8. BACKFILL AREAS EXCAVATED AND OPEN PITS AND HOLES CAUSED BY A
RESULT OF DEMOLITION.
9. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN
SITE GRADES AND CONTOURS.
10. UNLE55 WHERE NOTED OTHERWISE, IMMEDIATELY REMOVE DEMOLISHED
MATERIAL FROM SITE. LEAVE SITE IN CLEAN CONDITION.
11 DO NOT BURN OR BURY MATERIALS ON SITE
12. REMOVE AND PROMPTLY DISPOSE OF CONTAMINATED, VERMIN INFESTED,OR
DANGEROUS MATERIALS ENCOUNTERED REPORT TO ARCHITECT AND RELATED
AGENCIES AS REQUIRED.
13. CONDUIT OPERATIONS WITH MINIMUM INTERFERENCE TO USE AND THOROUGH
PUBLIC WAY. MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES.
14. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMITS.
15. ANY PIPE, CONDUIT, OR CABLE ORIGINALLY CONNECTED TO THE REMOVED
ITEMS TO BE DISCONNECTED AND CAPPED PROPERLY IF THE ITEMS IS PART
OF A SYSTEM THEN NEED TO RE-CONNECT TO EXISTING SYSTEM AND KEEP
IN A WORKING CONDITION.
16. THE LOCATION OF DISCONNECTED AND/OR CAPPED LINES SHALL IDENTIFIED
PUBLIC WORKS NOTES
1. ONSITE DRAINAGE(WITH ARROW AND SLOPE PERC� NO
CONCENTRATED FLOW ACROSS THE RIGHT-OF-WAY. ._ �RAINAGE ONTO
NEIGHBORING PROPERTIES. ALL DRAINAGE TO LANDSCAPE SEE ADDITIONAL
COMMENTS#6.
2. CLEARLY SHOW ALL UTILITIES FROM THE HOUSE/PROJECT SITE TO THE
STREET(ELECTRIC, ELECTRIC PANEL, GAS, WATER, SEWER), INDICATE AS
NEW(N)OR EXISTING(E).
3. APPROVAL OF THESE PLANS DOES NOT RELEASE HE OWNER AND/OR
CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES,
ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF
CONSTUCTION IMPROVEMENTS, PUBLIC INTEREST REOUIRES A MODIFICATION
OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR
THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE
AUTHORITY TO REOUIRE SUCH MODIFICATION OR DEPARTURE AND TO
SPECIFY THE MANNER IN WF11CH THE SAME IS TO BE COMPLETED, AT THE
SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR
4 CONTACT PUBLIC WORKS. (408) 777-3104, FOR INSPECTION OF GRADING,
STORM DRAINAGE, AND PUBUC IMPROVEMENTS.
5. A�L PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
6. CONTRACTOR IS RESPONSIBILE FOR DUST CONTROL AND ENSURING THE
AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDICTION.
7 CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR
TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
8 UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE
STATE WATER RESOURCES CON7ROL BOARD,FOR ANY ACTIVITY, WHICH
DISTURBS THE SOIL
9. A WORK SCHEDULE OF GRADING AND EROSION&SEDIMENT CONTROL PLAN
SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE
GRADING SHALL BE PERFORMED BETWEEN OCTOBER t TO APRIL 15.
10. ALL NEW ELECTRICAL SERVICE(POWER, PHONE, AND/OR CABLE) SHALL BE
UNDERGROUNDED.
11 TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR
FOR FINAL INSPECTION.
12. AL�DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED
AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS.
13. PRIOR TO BEGINING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE
CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT
PERMIT FROM THE PUBLIC WORKS DEPARTMENT.
� �pN�€�;�fii��� /Q-�/�-/$
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�pproval Dat� � _,
�igna�ure_
,ICase Manager) .�__-__
RESIDENTIAL PROJECT
COVER SHEET
ASSESSOR'S PARCEL NUMBER: 375-32-028
NAME OF OWNEfa„�RS. LISA YANG&MR. CANFA CHEN
PROJECT ADDRESS. 18832 TUGGLE AVE., CUPERTINO
CONTACT PERSON. MR. JACK LIN PHONE. 408-218-0587
FAX. 408-321-9987
NET SQUARE FOOTAGE OF LOT. 5,985 S.F
EXISTING PROPOSED
SQUARE FOOTAGE: FlRST FLOOR: 1.330
SECOND FLOOR: 925
GARAGE: 437
TOTAL: 2.692
ARE THERE AT LEAST TWO 10 FOOT BY 20 F00T CLEAR SPACES INSIDE
THE GARAGE? Oy N
IS PRIVACY PROlECT10N PLANTING REQUIRED FOR THE PROJECT? YO N
BUILD IT GREEN TOTAL POINTS N /A
ON WHAT FLOOR(S)IS WORK BEING DONE? NO
BRIEF DESCRIPTION OF WORK. NEW FLOOR INCLUDES:
tcr Fl • (�j LIVING RM (N�PORCH (M POWDER(LJ)LOBBY (�l 2 CAR GARAGE
(N)BATHROOM#1. (N)BEDROOM �1 (N)FAMILY RM. iN)KITCHEN AND(N)DINING
2NF FL �[J�BEDROOM#2�(N�BEDROOM �i �LJ)M BEDROOM (N)M BATH
AND(N)LOUNGE
CODE EDITIONS:2013 CBC (Y N)2013 CFC (Y N)2013 CMC (Y N)
2013 CPC (Y N)2013 NEC (Y N)
8
EFFECTIVE t/1/11
(N)15 GALLON
ITALIAN CYPRESS
6'HT.
(N)15 GALLON
ITALIAN CYPRESS
fi'HT.
(N)15 GALLON
ITALJAN CYPRESS
6'HT.
(N)15 GALLON
ITALIAN CIPRESS
6'HT.
(N)15 GALLON (N)15 GALLON
ITALJAN CWRESS ITALIAN CYPRESS
6'HT. 6'HT.
57.00'
(N)15 GALLON
ITALIAN C1PRE55
6'HT. Q2
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MIN.HEICFiT OF 6 FEET.
�------------�
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2ND FL AREA ENCLOSED BY EXTERIOR WALLS � I
925 S.F. � I
(DEp(,FRONT PORCH k ROOF EAVES EXCLUDED) � I
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� I
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2ND FL AREA ENCLOSED BY EXTERIOR WALLS �---� �
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(DECK.FRONT PORCH k ROOF EAVES INCLUDm) � �
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�--------------�
18832 TUGGLE AVE.
s�.00� TUGGLE AVE.
(N)15 GALLON
ITALIAN CYPRESS
6'HT.
PEACH TREE
REMAIN
� 0'-6'
(Nj 15 GALLON
,TAUAN CWRESS
6'HT.
(N)15 GALLON
ITALIAN CYPRESS
6'HT.
�� N� PRIVACY PLANTING
�r
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I �
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I ��.. _,._.i,_ � 15T FL.AREA ENCLOSED BY Ex1ERI0R WALLS
� ���. � 1,767 S.F.(GARAGE 437 SF INCLUDm)
� . I (DECK,FRONT PORCH&ROOF EAVES EXCLUDm)
' 1,330 SF �
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I . GA��E I �D FL AREA ENCLOSED BY ExTERIOR WALLS
I 2,209 S.F.(GARAGE 437 SF INCLUDED)
I I (DECK,FRONT PORCH k ROOF EAVES INCLUDED)
�� 437 SF � �
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GARAGE 437 SF
LOT COVERAGE(ROOF EAVE EXCLUDED)
=1,767/5,985=29.52%<45%
LOT COVERAGE(ROOF EAVE INCLUDED)
=2,209/5,985=36.88%<50%
2 LOT COVERAGE
N TS
WHY
Constuction
DESIGNER
Jack Lin CSLB �964820
6805 Westmoor Woy
Son Jose,CA 95129
TEL: (408) 218-0587
Email: fu333�yahoo.com
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proceeClnq Mt�mY c t tlon.
OWNER:
MRS. LISA YANG
TEL: 408-393-3951
EMAIL:
lisayang777�gmail.com
MR. CANFA CHEN
TEL: 408-726-2956
EMAIL:
ccfa1234�yahoo.com
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oa,�: 03/15/14
�oe No. WHY14-0321
ISSUE&REVISION
SHEET N0.
A2.0
DRAWN BY: JL
WALL LEGEND
. EXISTING CONSTRUCTION TO REMAIN
�_ (N)FURRED WALL/COLUMN.
NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS O 16"O.C.
AND IN THE EXTERIOR S1UCC0 7/8"MIN. STUCCO 0/METAL
LATH 0/TWO LAYERS OF GRADE'D'BLDG. PAPER 0/
PLYWOOD.
������� NEW 2X4 WOOD STUDS�16"O.C. W/1/2"THK.GYP. BD.ON
THE BOTH SIDES
NEW 2X4 WOOD S111D5�16"O.C. W/1/2" THK.GYP.BD. ON
THE BOlH SIDES USE WONDER BD. OR DUROCK AS BACKING
MATERIAL AND WATER PROOFED MATERIAL.
��� GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH
AT LEAST 1/2"THICK DRYWALL, AND THE CEILING SURFACE
REQUIRES MINIMUM 5/B"THICK�INTERIOR SIDE.
ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS O 16"O.C.
W/7/8°STUCCO�EXTERIOR SIDE.
S.G. SAFETY GLAZING WINDOW/TEMPERED GLASS
F��'I
I x I CRAWL ACCESS 18"X24"MIN. (2010 CRC SEC. R408.2)
����
� %'� ATT1C ACCESS 22"X30"MIN. (2010 CRC SEC.R5017)
��� � A HEAD ROOM CLEAR HEIGHT IN A ATTiC AT LEAST 30"
�_�_., AT THE ATT1C ACCE55"
WINDOW LIGHT/VENT CAL
VEN�ILATION IJGHTING
ROOM NAME AND ROOM S2E AREA REO'D AREA REQ'D PROVIDED
LOCAl10N (S.F.) - �4%)OR - (8%)OR �NDOW
5 S.F. MIN. 10 S.F. MIN. AREA(S.F.)
NOTES TO WINDOW AND DOOR
1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS
REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET
CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES
ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN.,
AND BOTTOM,CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR.
(2010 CRC SEC 310.)
2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE
SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES
ABOVE THE FINISHED FLOOR.GLAZING BETWEEN THE FLOOR AND A HEIGHi UF Z4
INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE
(2010 CRC SEC. R612.2)
3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED
NATURAL LIGHT(8�)VENTILATION (47).(2010 CRC SEC.R303.1)
4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS.
5 A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF
SAFETY GLAZING.
6 THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR
SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7)LANDINGS MaY
BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3(CBC
1008.1.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A
3/4 INCH THRESHOLD.
NOTES TO BUILDING
1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET(2440 MM)FROM
EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25
FEET(7620 MM)ON CENTER. (2010 CRC R602.12.1.2)
2. IN R-3 AND U OCCUPANGES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET
OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP
TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25%OF WALL AREA. ALL
WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE
CONSTRUCTION, (2010 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY
PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED.
THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE
PROPERTY LINE, BUT NO CLOSER.
3. PROVIDE 2X6 �ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON
STRUCTURE DWG.
4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8
MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE
FOUNDATION SILL PLATE AND THE NUT ExCEPT WHERE APPROVED ANCHOR
STRAPS ARE USED. (2010 CRC R602.11.1)
5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR
OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD.
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
WALLS THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE
FIRST 10 FEET(3048MM). (2010 CRC R401.3)
6. DUCTS W�THIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING
A THICKNESS NOT LESS THAN N0. 26 GAUGE SHEET STEEL AND HAVE NO
OPENINGS INTO THE GARAGE. (2010 CRC SEC R302.5.2)
7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL
NOT BE LESS THAN 7-FEETIN ANY DIRECTION AND HAVE A MINIMUM OF 70
SQUARE FEET OF FLOOR AREA(EXCEPT KITCHENS).
(2010 CRC SEC. R304.)
8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS
LOCATIONS AS SPECIFIED IN. (2010 CRG SEC. R308.4.)
9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT
SURFACE TO A HEIGHT OF 6-FEET ABOVE THE FLOOR.
(2010 CRC SEC. R307.)
10. PROVIDE AN APPROVED ATTIC ACCESS 22°X30" WITH 30 INCHES MINIMUM
VERTICAL HEADROOM (2010 CRC SEC. R807.)
11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS,
UNDER-STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE
WITH 1�2 INCH GYPSUM BOARD. (2010 CRC SEC. R302.7)
12 PROvIDE ATTIC VENTILATION AS PER (2010 CRC SEC, RL , THE
CALIFORNIA ENERGY STANDARDS COMMISSION.)
13 FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED
AND INSTALLED�N ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE
MANUFACTURER'S INSRUCTiONS AS PER(2010 CRC SEC. R1004 AND R1005.)
WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOUTAN AIR
QUALITY MANAGEMENT DISTRICT(SMAQMD)NEED APPROVAL FROM SMAQMD.
(916-874-4884).
14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECTION R317. A
MINIMUM OF 12" CLEARANCE TO UNDER FLGOR GIRDERS AND 18"CLEARANCE
TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE-TREATED WOOD OR
WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18-INCH BY
24-INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE.
(2010 CRC SEC. R408.4.)
15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING,
(2010 CRC SEC. R302.11.)
16 ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED.
(2010 CRC CHAPTER 7.)
17 EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2010 CRC SEC. R703.)
18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID
FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER.
(2010 CRC R1003.9.1)
19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING
CODE. (2010 CRC R307.1)
20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTAL�ED
SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A
NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT
OF NOT LE55 THAN 6 FEET(1829 MM) ABOVE�1-IE FLOOR. (2010 CRC R307.2)
21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR
OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD.
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE
FIRST 10 FEET(3048 MM). (2010 CRC R401.3)
GARAGE NOTES
1. GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST
1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/S"
THICK �INTERIOR SIDE.
2. ONE HOUR RA1ED EXTERIOR WALL 2X4 WOOD STUDS�16"O.C. W/7/8"
STUCCO�EXTERIOR SIDE.
3. ALL DRYWALL SEAMS MUST BE TAPED/FiNISHED WITH JOINT COMPOUND
AND SOME JURISDICTIONS MIGHT REOUIRE FIRE RATED JOINT TAPE FOR THIS
PURPOSE.
4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/DAMAGED DRYWALL
SECTIONS,ANY PENETRATION MUST BE SEALED(FIRE RATED CAULKING
WOULD BE PERFECT FOR SMALI GAPS AROUND THE PIPES, AIR DUCTS,
DOOR FRAMES,ECT).
S. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE
FIRE RESISTANCE RATED OR 1 3/8'� SOLID CORE DOORS.
6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT
BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS
7 THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED
FOR SLEEPING PURPOSES.
8. A FORCED AIR HEAl1NG SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE
WITH A REGISTER(SUPPLY OR RETURN) OPEN IN THE GARAGE THE AIR
DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING.
METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26
GA. STEEL,NO PLASTIC OR ALUMINUM(THIN WALL OR FLEXIBLE TYPE)VENT
HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED-IF THERE'S
NO OTHER WAY TO RUN THOSE VENT PIPES,INSULATE IT, BOX IT OUT AND
FINISH IT WITH S/8 DRYWALL(TYPE X, TAPED)
9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED
TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS.
10. ATl1C ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/
HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF
DECKING OR GARAGE SECTION SHOULD HAVE A 5/S"DRYWALL CEILING
INSTALLED.
11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18°ABOVE THE FLOOR.
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6805 Westmoor Way
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TEL: (408) 218-0587
Email: fu333�yahoo.com
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TEL: 408-393-3951
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FLOOR PLAN
on�: 03/15/14
�oa No. WHY14-0321
ISSUE&REVISION
SHEET N0.
A2.1
DRAWN BY: JL
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EXISTING CONSTRUCTION TO REMAIN
(N)FURRED WALL/COLUMN.
NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS O 16"O.C.
AND IN THE EXTERIOR S1l.1CC0 7/8"MIN. STUCCO 0/METAL
LATH 0/TWO LAYERS OF GRADE'D'BLDG. PAPER 0/
P�YWOOD.
NEW 2X4 WOOD STUDS�16"O,C. W/1/2" THK. GYP. BD. ON
THE BOP-I SIDES
NEW 2X4 WOOD STUDS�16"O.C. W/1/2"THK. GYP. BD. ON
THE BOTH SIDES USE WONDER BD. OR DUROCK AS BACKING
MATERIA�AND WATER PROOFED MATERIAL.
GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH
AT LEAST 1/2"THICK DRYWALL, AND THE CEILING SURFACE
REQUIRES MINIMUM 5/S"THICK �INTERIOR SIDE.
ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS O 16"O.C.
W/7/8"STUCCO�EXIERIOR SIDE.
SAFETY GLAZING WINDOW/TEMPERED GLASS
CRAWL ACCESS 18"X24"MIN. (2010 CRC SEC. R408.2)
ATTIC ACCESS 22"X30"MIN. (2010 CRC SEC.R5017)
A HEAD ROOM CLEAR HEIGHT IN A AT11C AT LEAST 30"
AT THE AT11C ACCESS"
WINDOW LIGHT/VENT CAL
VENTILATION LIGHTING
ROOM NAME AND ROOM SIZE AREA REQ'D AREA REO'D PROVIDED
LOCATION (S.F.) -�4')OR -(8%)OR �NDOW
5 S.F. MIN. 10 S.F. MIN. AREA(S.F.)
NOTES TO WINDOW AND DOOR
1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS
REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET
CLEAR AREA IS 5.7 S.F. M�N., (5 S.F. MIIN IF THEY ARE WITHIN 44 INCHES
ABOVE OR BELOW GRADE.HtGHT 24 INCHES MIN., WIDTH 20 INCHES MIN.,
AND BOTTOM, CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR.
(2010 CRC SEC 310.)
2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE
SHALL HAVE THE LOWEST PART OF THE OPENING PORTION'AT LEAST 24 INCHES
ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT UF L4
INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE
(2010 CRC SEC. R6122).
3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED
NATURAL LIGHT(8%)VENTILATION(47). (2010 CRC SEC. R303.1)
4. SEE TI7LE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS.
5. A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF
SAFETY GLAZING.
6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR
SLIDtNG DOORS aND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7)LANDINGS MnY
BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3(CBC
1008.1.6).THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A
3/4 INCH THRESHOLD.
12 PROVIDE ATTIC VENTILATION AS PER(2010 CRC SEC. Rt THE
CALIFORNIA ENERGY STANDARDS COMMISSION)
13 FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED
AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE
MANUFACTURER'S INSRUCTIONS AS PER(2010 CRC SEC. R1004 AND R1005.)
WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR
QUAL�TY MANAGEMENT DISTRICT(SMAQMD)NEED APPROVAL FROM SMAQMD.
(916-874-4884).
14. PROVIDE UNDER FLOOR CLEARANCES AS PER 'LUIU CRC SECTION R317. A
MINIMUM OF 12" CLEARANCE TO UNDER FLOOR GIRDERS AND 18"CLEARANCE
TO FLOOR J015T5 IS REQUIRED UNLESS PRESERVATIVE-TREATED WOOD OR
WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18-INCH BY
24-INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE.
(2010 CRC SEC. R408.4.)
15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING.
(2010 CRC SEC. R302.11.)
16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED.
(2010 CRC CHAPTER 7.)
17 EXTERIOR WALL COVERINGS SHALL BE APPLIED (2010 CRC SEC. R703.)
18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID
FUEL SHALL BE EOUIPPED WITH AN APPROVED APARK ARRESTER.
(2010 CRC R1003.9.1)
19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING
cooe. (2oio cRC R3o�.i)
20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED
SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A
NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT
OF NOT LESS THAN 6 FEET(1829 MM) ABOVE THE FLOOR. (2010 CRC R307.2)
21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR
OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE
FIRST 10 FEET(3048 MM). (2010 CRC R401.3)
NOTES TO BUILDING
1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET(2440 MM)FROM
EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25
FEET(7620 MM)ON CENTER. (2010 CRC R602.12.1.2)
2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET
OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP
TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25%OF WALL AREA. ALL
WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE
CONSTRUCTION, (2010 CRC TABLE 302.1). EAVES MUST BE PROTEC7ED IF ANY
PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED.
THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE
PROPERTY LINE,BUT NO CLOSER.
3. PROVIDE 2X6 �ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON
STRUCTURE DWG.
4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8
MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE
FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR
STRAPS ARE USED. (2010 CRC R602.11.1)
5 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR
OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD.
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
WALLS THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE
FIRST 10 FEET(3048MM). (2010 CRC R401.3)
6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING
A THICKNESS NOT LESS THAN N0. 26 GAUGE SHEET STEEL AND HAVE NO
OPENINGS INTO THE GARAGE. (2010 CRC SEC R302.5.2)
7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL
NOT BE LE55 THAN 7-FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70
SOUARE FEET OF FLOOR AREA(EXCEPT KITCHENS).
(2010 CRC SEC. R304.)
8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS
LOCATIONS AS SPECIFIED IN. (2010 CRC SEC. R308.4.)
9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT
SURFACE TO A HEIGHT OF 6-FEET ABOVE THE FLOOR.
(2010 CRC SEC. R307.)
10. PROVIDE AN APPROVED ATTIC ACCE55 22"X30" WITH 30 INCHES MINIMUM
VERTICAL HEADROOM (2010 CRC SEC R807.)
11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS,
UNDER-STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE
WITH 1/2 INCH GYPSUM BOARD. (2010 CRC SEC. R302 7)
GARAGE NOTES
1. GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST
1/2° THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8"
THICK�INTERIOR SIDE.
2. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS�16"O.C. W/7/8"
STUCCO O EXTERIOR SIDE.
3. ALL DRYWALL SEAMS MUST BE TAPED/FINISHED WITH JOINT COMPOUND
AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS
PURPOSE.
4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/DAMAGED DRYWALL
SECTIONS,ANY PENETRATION MUST BE SEALED(FIRE RATED CAULKING
WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS,
DOOR FRAMES.ECT).
5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE
FIRE RESISTANCE RATED OR 1 3/S'�SOLID CORE DOORS.
6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT
BARRIER BETWEEN THE GARAGE AND A LIVING QUARIERS.
7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED
FOR SLEEPING PURPOSES.
8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE
WITH A REGISTER(SUPP�Y OR RETURN) OPEN IN THE GARAGE. THE AIR
DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING.
METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26
GA. STEEL,NO PLASTIC OR ALUMINUM(THIN WALL OR FLEXIBLE TYPE) VENT
HOSES PENETRATING THE SEPARATION wALLS ARE PERMITTED -IF THERE'S
NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND
FINISH IT WITH 5/8 DRYWALL(TYPE X, TAPED)
9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED
TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS.
10. ATT1C ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/
HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF
DECKING OR GARAGE SECTION SHOULD HAVE A 5/8"DRYWALL CEILING
INSTALLED.
11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18"ABOVE THE FLOOR.
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6805 Westmoor Way
San Jose,CA 95129
TEL: (408) 215-0587
Email: fu333�yahoo.com
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MRS. LISA YANG
lEL: 408-393-3951
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o,nrE: 03/15/14
�oa No. WHY14-0321
ISSUE&REVISION
SHEET N0.
A2.2
DRAWN BY: JL
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NOTES
* WOOD SUPPORTED BY EXTERIOR FOUNDATION
WALLS. WOOD FRAMING MEMBERS,INCLUDING WOOD
SHEATHING, THAT REST ON EXTERIOR FOUNDATION
WALLS AND ARE LESS THAN 8�NCHES(203 MM)
FROM EXPOSED EARTH SHALL BE OF NATURALLY
DURABLE OR PRESERVAl1VE-TREATED WOOD.
" EXCEPTION: [DSA-SS&OSHPD 1,2 AND 4]AT
EXTERIOR WALLS WHERE THE EARTH IS PAVED WITH
AN ASPHALT OR CONCRETE SLAB AT LEAST 18
INCHES(457 MM) WIDE AND DRAINING AWAY FROM
THE BUILDING,THE BOTTOM OF SILLS ARE PERMITTED
TO BE 6 INCHES(152 MM )ABOVE THE TOP OF
SUCH SLAB. OTHER EQUIVALENT MEANS OF TERMIIE
AND DECAY PROTECTION MAY BE ACCEPTED BY THE
ENFORCEMENT AGENCY.
(CBC 2304.11.2.2)
� �--(N)LANDING �CURB LINE �THE NATl1RAL(EXISTING) GRADE LINE
FWNDATIONVENTNO.00-NO.00 'CRAWL SPACE VENTS DO NOT 'PROVIDE WEEP SCREED AT FOUNDATtON PLATE LINE ON ALL STUCCO WALLS(2010 CRC SEC R 703 6 2.1)
OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2"ABOVE PAVED AREA.
•TWO LAYERS OF 15#FELT FOR ROOF
CEM. TILES
STUCCO WALL
� 28'MAX. HEIGHT ________________ I
———————————————————
I PROPERTY LINE ' WALL PAINT KELLY-MOORE KM3502-2 PROPERTY LINE I
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DESIGNER
Jack Lin CSLB�964820
6805 Westmoor Way
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TEL: (408) 218-0587
Email: fu333�yahoo.com
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`T I�',i�I I III'd I �`-�'� :�;_ - TEL: 408-393-3951
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THE N TURAL(EXISTING)GRADE LtNE CURB LINE (N)LANDING
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OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4" ABOVE EAR�H AND 2" ABOVE PAVED AREA.
�
Approval Date — —
Signature _
(Case Manager;
2 SOUTH ELEVATION
,�4-=r-o'
EVATIONS I
oA�: 03/1 S/14
�os No. WHY14-0321
ISSUE&REVISION
04/02/14 LANNING REVIEW
, 05/19/14 LANNING REVIEW
� 06/16/14 PLANNING COMM.
SHEET N0.
A3.1
DRAWN BY: JL
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28' MAX. HEIGHT
-------------------------------------__�--
————————————————————————————
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THE NATURAL(EXISTING) GRADE LINEJ (N)LANDING ( )LANDING (N)LANDING I
FOUNDATIONVENTNO.00-NO.00 *PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS(2010 CRC SEC. R 703.6.2.1)
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o `O —————————————————— ——— —— ———————————— ————————————
———————————
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� 'PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS(2010 CRC SEC. R 703 6 2.1) FOUNDATION VENT NO.00-NO.00
WEEP SCREED SHALL BE 4"ABOVE EARTH AND 2" ABOVE PAVED AREA.
2 SOUTH ELEVATION
1/4"=1'-0"
WHY
Constuction
DESI GN ER
Jack Lin CSLB�964820
6805 Westmoor Way
San Jose,CA 95129
TEL: (408) 218-0587
Email: fu333�yahoo.com
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OWNER:
MRS. LISA YANG
TEL: 408-393-3951
EMAIL:
I isayang777�gmail.com
MR. CANFA CHEN
TEL: 408-726-2956
EMAIL:
ccfa1234�yah oo.com
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o,a�: 03/15/14
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ISSUE&REVISION
04/02/14 LANNING RENE
Q1 OS/19/14 LANNING REV1E
e 06/16/14 PLANNING COMM.
SHEET N0.
A3.2
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Signature
(Case Manager) -
1 SECTION
WHY
Constuction
DESIGNER I
Jack Lin CSLB#964820
6805 Westmoor Way
San Jose,CA 95129
TEL: (408) 218-0587
Email: fu333�yahoo.com
�
All Ideaa.deayne,orrmyemmts k plme
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OWNER:
MRS. LISA YANG
lEL: 408-393-3951
EMAIL�
I isayang777�gmail.com
MR. CANFA CHEN
TEL: 408-726-2956
EMAIL:
ccfa1234�yahoo.com
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SECTION
�a�: 03/15/14
�oa No. WHY14-0321
ISSUE&REVISION
04/02/14 LANNING REVIE
1Q OS/19/14 LANNING REVIE'M
%� 06/16/14 PLANNING COMM.
SHEET N0.
A3.3
DRAWN BY: JL
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AC ASPHALT CONCREiE
BC BUMDING CORNER
BW BACK OF WALK
CB CATCM B�ISIN
CAIP CORRUGATED MEfAL PIPE
CA CIFiW OUT
CRN CROWN
pW DRNEWAY
EC EDGE OF CONCRETE
—— —— — �° N.87'39'53"W. G 57.00' F� �° —— —— —— —— —— — —— —— —— —— � F�.roR ����orr
•— -- -- -- -- — -- --
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——— I ———————————————— � FL FLOW LINE
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------ —� i r------- � FlREHYDRANT
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AREA = 5,985tSQ.FT. � �F����
a I I � GFC GROUND AT FENCE
I �, I �I GM G0.S YEfFR
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� � 0 � o +�6 � p � � 0/H uWERH GURER
,��ory I �j � � PC PROPERfY CORNER
I O �" 0 I I RW REfAINING WALL
I SL SR2EET L1GHT
G titi � SSCO SANRARY$E1YER CLE/WOUf
�oti' � SSA1H SANRARY SEWER AUWHOLE
� � � SDMH SfORM DRAIN AIANHOLE
� I � � TBC TOP BACK ROLLED CURB
' S.3 0`'� g�,�� I I TC TOP OF CURB
I �� +
0 5 10 20 TOB TOP OF BANK
70E TOE OF BMIK
I +�,0�90 � � � TP TOP OF PAVEMENT
I I � � � ��ROLI.ED CURB
I I I U/G UNDERGROUND
VCP VITRIFlm CUY PIPE
05 6a MN WATER VALVE
� � oti' �oti' 4.7 � � � WM WATER MEfER BOX
I I � o'Lti � I -CTV- CABLE TELEVISION L1NE
I I -E- ELECTRICAL LINE
I I -G- GAS LJNE
-SS- SIWRARY SEWER UNE
i � 18832 TUGGLE AVENUE +,� � -SD- SfORU DRAIN UNE
�Q I -T- TELEPHONE IJNE
I . � IXISi1NG HOUSE �°ry I � -W- WA1ER LINE
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� � � � � I UNE OF TUGGLE AVENUE,/S SHOWN ON
iV 5.1 5.0 N � � TIiAT CERTAIN IMP FlLED IN 1HE OFFICE Of
� N ,� Uj THE RECORDER OF SANTA CLARA COUNTY,
I I �ti� I I I 5fATE OF CALIFORNI�IN BOOK 42 OF AIAPS
,�Q,06 �� AT PAGE 28,WAS USm 0.S iHE 9�lSIS OF
+�a BEARINGS SHOWN ON THIS IAAP.
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a
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I F` I �; �; I I ( BASI3 OF 9_EVAT101�k 0
� N TBM ELEV=100.00(ASSUMED)
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--1-- - ry --�-- -- -- -- --�-- -- -- -- --�
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UNDERGROUND UTlUT1ES. SHOWN PER
N.8%�39'53"W. 57.00� +'Roo1� SURFACE EVIDFNCE AND RECORD W�PS,
�� F MAY BE DIFFEfiENT T}YW AS SHOWN.
BEFORE IXCAVATION,CALL UNDERGROUND
��9� ���o s�u�r(usn)�-eoo-s�2-2aa4.
��,ai TOP OF ROLLFD GURB F 9�.
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LOT 209,TRACT N0.1088.IAAP Rff:BOOK
7g�lioo.oa 42 PAGE 24-29
�?a=�oo.00
TUGGLE AVENUE ( 6C1'R./W) N0'�
1.MEASUREAIENT OF BUILDING LINE IS TO
THE FACE OF STUCCO OR SIDING
----- ------- -- -------------- ----------- ------------ ----- ---- -- 2.THISISNOTATOPOSURVEY. T}E
PURPOSE IS TO DffINE 1HE BUILDING
FOOTPRINT REUTNE TO 7HE PROPERIY L1NE
��p�i�c�ti����� ��-o/�-/� -- -
�P� Appli�atio�
A�prova! D�t� y — —�
--- -- -- -- -- -- -- - ----�I��a�- - --
(Case Manager) �
CHEN
RESIDENCE
18832 TUGGLE AVENUE
CUPERTINO,CA
APN:375-32-028
W E C
i A s S O C 1 A T E s
�2625 MmDLEFIEI.D RD�658
PAIA ALTO, CA 94306
�«TEL: (650)823-6466
FAX: (650)887-1294
LIC'ENSE STAMPS ATID SIGNATURE
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ISSUED
DA�' MARCH 30,2014
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DRAWN: �
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SFiEET TITLE:
SITE
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2010 CALGREEN RESIDENTIAI CHECKLIST—
MANDATORYITEMS
COMMUNITY DFVFLOPMENT DEPARTMENT•BUILDING OIVISI(NJ
CUPERTINO �BERT SALVADOR,P.E.,C.B.O..BUILDING OFFICIAL
10300 TORR[AVLNUE•CUPERTINO,CA 950143255
(408)777-3226•FAX(40tl)7T7-333:i•buildlnal�cucertino.ora
PURPOSE:
The 2010 CalGreen Code applies to all newly constructed hotefs,motels,lodging houses,dwellings,
dormitories,condominiums,shelters,congregate residences,employee housing,factory-bui�t housing and
other types of sweilings with sleeping accommodations and new accessory buildings associated with such
uses. Existing ske and landscaping improvements that are not otherwise disturbed are not subject to the
requirements of CALGresn.
Pro�ec�Name: 18832 Tuggle Ave.,Cupertino,CA
Pro��t addr�ss: 18832 Tuggie Ave.,Cupertino,CA
Pro�e�c oescription: To build a two stories new house 2,692 S.F.
Instrudions:
1. The Owner or the Owner's agent shall employ a licensed professionai experienced with the 201D Caiifornia
Green Buitding Standards Codes to verify and assure that all required work described herein is properly
planned and implemented in the project.
2. The licensed pro%ssional,in collaboration with ihe owner and the design professfonal shall initiai Cdumn
2 of this checklist,sign and date Sectlon 1-Design Verification at the end of this checklist and have the
checklist printed on the approved plans for the project.
3. Prior to final inspecGon by the Building Department,tfie licensed professanal shall complete Column 3
and sgn and date Section 2-Impiementation Verification at the end of this checklist and submit the
completed fortn to the Building Inspector.
Page t of S CaM,r�en 10/O.doc mvised 08/27!/!
lndoor AIr Ruality and,Fxt�aust�-� �
1.5D8.1 Exhaust tans which lertninate outside the building are provided in � �
every aethroom.
Environm'sntal Comfort
4.507.1 Whole house exhaust fans shall have msulated louvers or covers
which cbse wfien tlie fan fs off.Covers or buvers shali have a minimum � ❑
insulation value ot R�.2.
4.507.2.Duct systems are sized and designed and equipment is selected j
using the foilowing methods: �
1.Establish heat bss and heat gain values acwrding to ACCA Manual J or ��
equivalent � I �
2.Size duct systems accord'mg ro ACCA 29-D(Manua!D)or equivalent. j
3.Select heating and cooli�equipment accordirg to ACCA 36-5(Manual S) i
or equivalent �
. � �- � •
61ua�'fiications , �,. . _� `:; _, : . ,;; .: ' _ _
702.1 HVAC system installers are trained and ceRified in[he proper installation � �
of HVAC systems.
702.2 The Licensed Profesaional responsible to verify CALGreen compl+ance
is qualified and able to demonsVate competence in the discipline they inspect � ❑
8fid V9fi�/.
Ve�IflcaUonB .
703.1 Verification ot compliance with CALGreen may indude construcrion
documents,plans,specificatlons,builder or Installer certificatlon,inspection
reports,or other methods acceptable to the enforcing agency which show � �
substantial confortnance.Imptementation verRcalion shall be submitted to She
Building Department after Impiementelion of ali requlred measures and{xior to
finel inspecd8n approval.
Pagc 4 of 5 CrlCmen_SOIO.doe revi.rcd UK'27/!l
Page 2 of 5 CaiGreen_2010 Aoc revised 08/27/11
CALGREEN SIGNATURE DECLARATIONS
Project Name: 18832 Tuggle Ave.,Cupertino,CA
Pro)ect Address: 18832 Tuggle Ave.,Cupertino,CA
Pro�ea oe�r;Pt�o�� To buiid a two stories new house 2,692 S.F.
SECTION 1—DESIGN VERIFICATION
Complete all lines of SecGon 1-'Design Venfication"and submit tFe compleied checklist(Columns 1 and 2)with the
plans and building permil applicaUon to the 8uilding Department
The owner and design prnfessional responsible for compliance with CatGreen Standards have revised tha plans and
certify that the Items checked above are hereby incorporeted into the project plans and wili be implemented into the
projed in accordance with the requirements set foRh in the 2C10 CalHomia Green Building Standards Code as
adopted by the City of Cupertino.
�Owner's Slgnature
�Owner's Name(Please Print)
Design Professional's Slgnature
Des'gn Protessional's Name(Please Print)
Signature of License Professional responsible for CalGreen mmpilance
Name of License Professkmal responsible for CalC,reen compliance(Please Pnnt)
Email Address for License Professional responsible for CalGroen comdiance
Date
Date
Date
Phonn
SECTION 2—IMPLEMENTATION VERIFICATION
Complete,sign and submit the compe!ed checklist,including column 3,together with aIl origina!signatures on Seclbn
2 to the Building DepaRment prior ro Building Department final inspection.
I have inspecled the work and have received sufficient documentatbn to verify and certify that the project identified
above was constructed in accordance with this Green Building ChecWist and in accordance with the requirements of
t�e 20�0 Celifomie Green Building Standards Code as adopted by the City of Cupertino. —
Signature of License Professional respunsible for CalGreen compliance �e
N�mn o(License Professional r��nsible.for CalCreen mmpliance(Please Prirt) Phcxw
Email Address fw Llcense Professional responsible fa CalGreen compliance
Pup,c S of 5 ca�c,�n_zoro.eo����.+�e ax�na�
-• •
Fir�plaefs` �
4.507.1 Install only a direcl-vent sealedcumbustion gas or sealed wood- � ❑
buming flreplece,or a sealea woodstove.
Pdfutai►cCw��trol � ,
or tro
4.504.1 Ducl openings and other relafed aly distribution wmponent openings � �
shall be covered during construdion.
4.504.2.1 Adhesives,sealants and caulks shall be compliant with VOC and � �
other loxic compound limits.
4.504.2.2 Paints,stains and other coatings shall be compliznt with VOC limits. � ❑
4.504.2.3 Aerosol pairAs and other coatings shaB be compliant with product Q ❑
wei hted MIR Limits for ROC and other toxic comp_ounds. _ _
4.504.2.4�ocumentation shall be provided to verity that complianl VOC limit � �
finish materials have been used.
4.504.3 Carpet and carpet systems shall be compliant with VOC limits. � ❑
4.504.1 F'rfty(50)percent of ibor araa receiving resilient flooring shall mmply
with the VOC�mission limits defined in tfie Collaboralive for High Perfonnance � �
Schools(CHPS)Low�miriing Materials Ust or be certified under the Resilierrt
Floor Covering Inetitute(RCFI)FloorScore program,
4.504.5 Particleboard,medium density flberboard{MDF),and hardwood
plywood usad in interior finish systems shall comply with low fortnaldehyde � ❑
emission standards.
lrtteriqr Moisture Control
4.505.Z Vapor retarder and capillary break is insialled at slab on grade
foundations. � ❑
4.505.3 Masture content of building matenals used in wall and floor framirtg is � �
checked before e�losure.
Poge 3 of S c�rr.,�_2orado�.�;..��d na��iii
� ���liv�afii��-�r �-���-�g - _
RN� �p�licatio� — --�,--
Approva! Dat� _$ _,
�ignature� ___
(Case Manager� _
WHY
Constuction
DESIGNER
Jack Lin CSLB#964820
6805 Westmoor Way
San Jose,CA 95129
TEL: (408) 218-0587
Email: fu333�yahoo.com
n _ /., D .
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p.00Kaina��n mr cooao-ucuon.
OWNER:
MRS. LISA YANG
1EL: 408-393-3951
EMAIL:
I isayang777�gmail.com
MR. CANFA CHEN
TEL: 408-726-2956
EMAIL:
ccfa1234�ya h oo.com
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CHECKLIST
�A�: 03/15/14
�oa No. WHY14-0321
ISSUE&REVISION
SHEET N0.
�
CALG
DRAWN BY: JL