RM-2011-21b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
C U P E RT 1 N Q (408) 777-3308 • FAX (408) 777-3333 • planning�7a cupertino.orq
August 25, 2011
RCUSA Corporation
Attn: Jack Lin
2050 Concourse Dr. #50
San Jose, Ca. 95131
SUBJECT: Minor Residential Permit Action Letter - Application RM-2011-21:
This letter confirms the decision of the Director of Community Development, given on August
25, 2011 approving a Minor Residential Permit to allow a portion of a 350 square foot addition
to encroach approximately 10 feet into the required 20 foot rear yard setback, located at 1606
Primrose Way, with the following conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled, "Mr. Liu Residence Renovation,1606 Primrose
Way, Cupertino CA 95014-5267, Minor Permit (encroach into 20' rear set back)" consisting
of six sheets, dated July 22, 2011, except as may be amended by conditions in this resolution.
2. 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.
3. 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.
4. 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.
5. 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 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 be aware that if this permit is not used within one year, it shall expire on August 25,
2012.
Staff was contacted by two property owners with general concerns and questions about the
project. Staff has made all of the findings that are required for approval of a Minor Residential
Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.090 (B). Also, please
note that an appeal of this decision can be made within 14 calendar days from the date of the
decision. If this happens, you will be notified of a public hearing, which will be scheduled
before the Planning Commission.
Sincerely,
�; ' �,
,
��� ,
Piu Ghosh
Associate Planner
City of Cupertino
(408) 777-3277
piug@cupertino.org
Enclosures:
- Approved Plan Set
CC: Shiu Liu,1606 Primrose Way, Cupertino, CA 95014
Rong-San Wu & Pee-Ling Chen,1599 Poppy Way, Cupertino, CA 95014
Yii-Chern & Yu-Y Huang,1609 Poppy Way, Cupertino CA 95014
2
�
GENERAL NOTES �
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO
CHECK AND VERiFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE
DRAWINGS AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING
THEIR WORK.
2. THESE DRAwINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION
CONTRACT AND, THEREFORE, MAY NOT SPECIfICALLY DETAILS OR SPECIFY
MATERIALS AND/OR MANUFACTURERS.
3. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND/OR CUT-SHEETS AS
REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING AAATERIAL SELECTIONS.
4. FOR THE PURPOSE OF ESTIAAATING, THE CONTRACTORS SHALL USE THE
MATERIALS SELECTED BY THE OWNER, OR IN ABSENCE OF SAME, HE SHALL
PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE.
5. ALL AAATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH
ESTIMATE.
6. NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPUED OR INTENDED BY
THE CONSTRUCTION DOCUMENTS, AND THE CONTRACTOR SHA�L ASSUME FULL
RESPONSIBILITY FOR ANY OR ALL CONSTRUCTION DEFICIENCIES.
7. THE GENERAL CONTRACTOR SHALL HOLD HARMLESS,INDEMNIFY AND DEFEND
THE OESIGNER FROM ANY ACTION INITIATED BY THE INITIAL OWNER OR ANY
SUBSEQUENT OWNERS FOR CONSTRUCTION DEFICIENCIES, MODIFICATIONS OR
SUCH CONDITIONS WHICH MAY BE BEYOND THE CONTROL 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
IF RNIA I IN ODE CBC CALIFORNIA MECHANICA COD CIAC
CAL 0 BU LD G C ( ), L E( ),
NATIONAL ELECTRICAL CODE (NEC), CALIFORNIA PLUMBING CODE (CPC), AND
ALL APPLICABLE LOCAL CODES AND LEGISLATION.
9. THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITtONS OF ALL
EXISTING SITE IMPROVEMENTS INCLUDING PAVED AREAS, HE SHALL MAKE
KNOWN ALL EXISTING DAMAGED OR DiSREPAIRED ITEMS AND CONDITIONS THAT
MAY WORSEN DUE TO THE CONSTRUCTION.
10. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN IN THEIR PRESENT
CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
11. CONTRACTOR SHALL THOROUGH�Y 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 MEASUREAAENTS
AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF
SAAAE.
13. NO EXTRA COMPENSATION W�LL BE ALLOWED TO THE CONTRACTOR 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 FINISHES
SHALL BE SELECTED BY OWNER AT 7HE TIME WHEN IT IS NECESSARY FOR
THE CO�APLETION Of THE PROJEC7.
15. A�L PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE
LATEST ADOPTED CITY STANDARDS.
16. THE STORING OF GOODS AND MATERIALS ON SIDEWALK AND/OR STREET WALL
NOT BE ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED A
SPECIAL PERMIT WHICH ALLOWS SUCH STORAGE TO BE PLACED.
17. GENERAL CONTRCTOR IS REQUIRED TO SIGN SPECIA� INSPECTION FORM.
SCOPE OF WORK
1, 1FL. NEW ADDITION INCLUDES :(N) BEDROOM �(3, (N) PATIO AND (N) OFFICE.
2. REMODEL :(E) FAMILY RM. AND (E) LIVING RM..
3. ALL NEW NANDOWS ARE DOUBLE PANEL.
4. ROOFING TO BE COMP. SHINGLE ROOF TYPE TO REPLACE A�� ROOF WITH (N) COMP.
SHINGLE TYP. ROOF.
5. NEW EXTERIOR STUCCO FINISHED TO MATCH EXISTING.
6. RELATED ELECTRICA�, AAECHANICAL AN� PLUMBING WORK.
7. (E) ELECTRICAL PANE� TO REM AIN.
8. (E) GAS METER TO REMAIN.
PUBLIC WORK NOTES
i. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR
OF THE RESPONSIBII.ITY FOR THE CORRECTIONS OF MISTAKES. ERRORS, OR
OMISSIONS CONTAINED THEREIN.
IF DURING THE COURSE OF CONSTRUCTION IMPROVEMENTS, PUBUC INTEREST
REOUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO
SPECIFICATION OR iHESE IMPROVEMENT PLANS, THE CITY ENGINEER SHA�L HAVE
THE AUTHORITY TO REOUIRE SUCH AAODIFICATION OR DEPARTURE AND TO SPECIFY
THE MANNER IN WHICH THE SAAAE IS TO BE COMPLETED. AT THE SOLE EXPENSE OF
THE OWNER AND/OR CON7RACTOR.
2. CONTACT PUBLIC WORKS, (408)777-3104, FOR INSPEC110N OF GRADING, STORM
DRAINAGE AND PUBUC IMPROVEMENTS.
3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA
ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION.
5. CONTRACTOR SHAL� REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO
ACCOMPUSHING ANY WORK OR REMOVING ANY TREES.
6. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER
RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL.
7. A WORK SCHEDULE OF GRADING AND EROSION dc SEDIMENT CONTROL PLAN SHALL
BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL
BE PERFORMED BETWEEN OCTOBER 1 TO APRI� 15.
8. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE
UNDERGROUNDED.
9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR
FOR FINA� INSPECTION.
10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY
FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS.
BLDG DATA
SITE AREA: 015 ACRES
6,720 SQ. FT.
EXISTING BUILDING FLOOR AREA
FLOOR AREA: 1st FL 1,493 SQ. FT.
GARAGE 483 S0. FT.
TOTAL EXISTING FLOOR: 1,976 S0. FT.
PROPOSED ADDITION FLOOR AREA
BUILDING AREA: 1st FL 350 S0. FT.
GARAGE CONVERSION 0 S0. FT.
PATtO (UNCOUNTED) 213 SQ. FT.
TOTAL PROPOSED FLOOR: 350 S0. FT.
MAX. ALLOWED FLOOR AREA
6,720 X 45� = 3,024 S0. FT.
TOTAL FLOOR AREA
1,976 + 350 = 2,326 SQ. FT.
F.A.R.: 2,326/6,720 34.61 � < 45%
LANDSCAPE AREA: 3�776 50. FT.
LANDSCAPING COVERAGE: 56.20 7
APN: 366-15-009
ZONE: R1-6
PAN Y: R-3 U
OCCU C
/
CONSTRUCTION TYPE: V-B
STORY (IES): 1
AUTO. FIRE SPRINKLER: NO
DESIGN COMPLY WITH :
2010 CBC Ed.
2010 CRC Ed.
2010 CFC Ed.
2010 CMC Ed.
2010 CPC Ed.
2010 CALIFORNIA ELECTRIACL CODE Ed.
2010 CALIFORNIA ENERGY CODE Ed.
2010 CALIFORNIA GREEN BUILDING CODE Ed.
VICINITY MAP
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SHEET INDEX
ARCHITECTURAL
A1.1 TITLE SHEET & SITE PLAN
BS BOUNDARY SURVEY
A2.0 1 ST FLOOR DEMO. PLAN
A2.1 PROPOSED 1 ST FLOOR PLAN
A3.1 ELEVATIONS
A3.2 ELEVATIONS, SECTION ROOF REF. & VENT CAL.
A10.1 PROPOSED 1 ST FLOOR MEP PLAN
T-24 TITLE 24 ENERGY REPORT
STRUCTURAL
S1.1 GENERAL NOTES & DETAILS
S1.2 DETAILS
S2.1 FOUNDATION PLAN
S3.1 ROOF & FLOOR FRAMING PLAN
S4.1 SECTIONS
BMP PLAN SHEET
MR. LIU RESIDENCE RENOVATION
1606 PRIMROSE WAY, CUPERTINO, CA 95014-5267
MINOR PERMIT (ENCROACH INTO 20' REAR SET BACK)
2� MIN. GRADES
SHOULD BE
2 DIRECTED
AWAY FROM
A3.1 HOUSE
FOUNDATION
60'-0"
60"- 0"
4�,_4„ �3'-8�� 5'-
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i ' ' ADDITION 350 S.F.
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� EFFECTIVE REAR��YARD � ( �
� AREA = i.657 S.F. -
41 � 13'-8
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EFFECTIVE REAR YARD DIAGRAM
i : 1,657 S.F. > 60' X 20' = t,200 S.F.
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LEGEND �
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- - - P.S.E.
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- - - L.A.E.
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ENCROACH INTO REAR SLTBACK 20'. i
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RESIDENTIAL PROJECT
COVER S�IEET
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ASSESSOR'S PARCEL NUMBER: 366-15-009 �
NAAAE OF OWNER. MR. SHU LIU N
PROJECT ADDRESS. 1606 PRIMROSE WAY, CUPERiINO
CONTACT PERSON. MR. JACK LIN PHUNE. 408-321-9988
FAX. 408-321-9987
NET SQUARE FOOTAGE OF LOT. 6,720 S.F
XI TIN PROPOSED
SOUARE FOOTAGE: FIRST FLOOR: 1,4 93 350
GARAGE: 483 _ 0
TOTAL: 1 976 350
ARE THERE AT LEAST TWO 10 FOOT BY 20 FOOT CLEAR SPACES INSIDE
THE GARAGE? Y OO
IS PRiVACY PROTECTION PLANTING REQUIRED FOk THE PROJECT? Y G
BUILD IT GREEN TOTAL POINTS N/ A
ON WHAT FLOOR(S)IS WORK BEING DONE? NO
BRIEF DESCRIPTION OF WORK. NEW ADDITION INCLUDES :
(N) BEDROOM /�31N) PAT10. (N) OFFICE RM.
REMODEL
AMILY M. p. LIVIN M..
CODE EDITIONS :2010 CBC (Y N)2010 CFC (Y N)2070 CMC (Y N)
2010 CPC (Y N)2010 NEC ((1'�N)
/
EFFECTIVE 1/1/11
NO CONCENTRATED FLOW
ACROSS THE RIGHT-OF-WAY
NO DRAINAGE ONTO
NEIGHBORING PROPERTIES.
ALL DRAINAGE TO LANDSCAPE.
AND THROUGH GLA55 SWALES
IN SIDE TARD
l 60. �0' I
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`NO REMOVED TREES.
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NORTH
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(CHAPTER 14.18) IF REQUIRED ARE RECOMMENDED FOR THE DEODAR CEDAR, BLUE
ATLAS CEDAR, AND VALLEY OAK WITH TRUNK SIZES LESS THAN 10 INCHES IN DIAMETER.
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TITLE SHEET
8�
SITE PLAN
DATE: 07�06�11
JOB N0. RC11-O7Z9
ISSUE & REVISION
07/22/11 CITY SUBMITTAL
I SHEET N0.
A1.1
I ORAWN BY. JL
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DEMOLITION NOTES
1. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS
REQUIRED TO COMPLETE DEMOUTION 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
LOCATIONS WHERE ALTERATIONS TO THE EXISTING BUILDING OCCUR. WHEN
WALLS, PARTITIONS, AND OTHER WORK EXISTS WHERE NEW WORK �S
INDICATED, ALL SUCH EXISTING WORK SHALL BE REMOVED. VERIFr ALL SUCH
CONDITIONS AT THE SITE.
3. THE CONTRACTOR SHALL REPORT TO RC USA ANY AND ALL CONDITIONS
WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE
PROPER EXECUTION AND COMPLETION OF THE WORK OF THIS CONTRACT.
4. THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE
REGULATIONS OF THE BUILDING FOR DEMOLiTION AND REMOVAL OF DEBRiS,
INCLUDING OVERTIME WORK REOUIRED.
5. THE GENERAL CONTRACTOR SHALL AT AL� 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 EQUIPMENT, PERIPHERA� ENCLOSURES, ETC.
6. THE GENERAL CONTRACTOR SHALL ERECT ALL NECESSARY PLASTIC DROP
CLOTH BARRIERS TO PROTECT ADJACENT BUILDING PROPERTY WHILE
DEMOLITION AND CONSTRUCTION ARE IN PR�GRESS.
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, INSTAL�ATION. THESE
DEFECTIVE SURFACES SHALL BE REPAIRED OR, IF BEYOND REPAIR, THE
GENERAL CONTRACTOR SHA�L REMOVE ALL EXISTING AND INSTALI 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 DEMOLITION 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, UN�ESS 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.
1t. IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, PARTITIONS, ETC.
CAUSES AN UNEVENNESS IN THE SLAB, THE CONTRACTOR SHALL PATCH TO
LEVEL THE SLAB TO RECEIVE NEW FINISH F�OORING.
12. ALL EXPOSED LIGHT F�XTURES, 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
ONRJER.
13. THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY
LIGHTS 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 WA�L CONDUITS LEFT AFTER
WALL DEMOLITION INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY
OTHER TELEPHONE OR ELECTRICAL WIRING OR EQUIPMENT. VERIFY WITH
TENAN7 REUSE OF EXISTING CABLING PRIOR TO REMOVAL.
16. A�L ° 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 BE 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 DEMOLISHING A�L ITEMS INCIDENTALS, WHETNER CALLED
FOR OR NOT.
2. THE GENERAL CONTRACTOR SHALL REVIEW THE DRAWINGS AND
SPECIFICATIONS 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 DEMO�ITION 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
ENG�NEER REVIEW PRIOR TO COMMENCE THE WORK.
6. �OCATE EXIST�NG UNDERGROUND UTILITIES IN AREA TO AVOID DAMAGE BY
DEMOLITION. �
7. A�L 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 DEMO�ITION.
9. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOUTION TO MAINTAIN
SITE GRADES AND CONTOURS.
10. UNLESS 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 REOUtRED.
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
ON SITE AND MARKED ON THE PROJECT RECORD DOCUMENTS FOR FUTURE
REFERENCE.
SYMBOLS
�COLUMN GRID LINE N0. OE EXISTING DOOR
SECTION N0.
NO Np DOOR N0.
A'x SECTION SHEET N0. A� DOOR SCHEDULE
ELEVATION N0. DOOR SCHEDULE
NO
A.x NO INTERIOR ELEVATIONS
ELEVATION SHEET N0. q X INDICATOR
�DETAIL N0.
NO
A.X RM.NO. ROOM N0.
DETAIL SHEET N0. F� FLOOR F�NISH
WL CL BASE FINISH
� CEILING FINISH
WALL FINISH
REVISION N0.
`+ ,) ri t ��� ''1 � ; G...,___.._,��-..-•--�}--.-y _, _ - = -� - ._
� 1 f` �.r . . _o �', �
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r & �._ _�-
' 43���% �'.'f ��r :',�� � � �
FLOOR AREA CALCULATION:
MAX. F.A.R.: 6,720 X 45•/. = 3,024 S.F.
� 1,493 S.F. : EXISTING 1ST FLOOR
� 350 S.F. : FIRST LEVEL ADDITION
� 483 S.F : EXISTING GARAGE
� 21 S.F. : (E) PORCH (UNCOUNTED)
0 71 S.F. ' (N) LANDING (UNCOUNTED�
� 9 S F. : (E) WINDOWSILL (UNCOUNTED)
0 213 S.F. : (N) PATIO (UNCOUNTED)
TOTAL: 2,326 S.F. < 3,024 S.F.
so•-o"
12'-10" 6'-1 5'-S" 13'-1" 12'-7
t4'-0" DEMO.
. � (E)PATIO
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LEGEND
EXISTING WALLS TO REMAIN REPAIR AS REOUIRED
------ EXISTING WINDOWS, WALLS AND DOORS TO BE
REMOVED 1 ST FLOOR DEMO. PLAN N�TM
ELEV RE�
SCA�E : 1/8" = t'-0"
IMNEY
REMAIN
FIRST LEVEL ADDITION
350 S.F.
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FLOOR AREA CALCULATION DIAGRAM
SCALE : 1/8" = 1'-0"
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1 ST FLOOR
DEMO. PLAN
DA�: 07/06�11
�oe No. RC11-0729
ISSUE 6c REVISION
07/22/11 GTY SUBMITTAL
SHEET N0.
A2.0
DRAWN BY: JL
WALL LEGEND
EXISTING CONSTRUCTION T� REMAIN
� (N) FURRED WALL / COLUMN.
- - NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS � 16" O.C.
AND IN THE EXTERIOR STUCCO 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 BOTH SIDES
����� NEW 2X4 WOOD STUDS � 16" O.C. W/ 1/2" THK. GYP. BD. ON
THE BOTH SIDES LOW HEIGHT PARTION
'�.� NEW 2X4 WOOD STUDS � 16" O.C. W/ t/2" THK. GYP. BD. ON
THE BOTH SIDES USE WONDER BD. OR DUROCK AS BACKING
MATERIAL AND WATER PROOFED MATERIAL.
����� ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS � 16" O.C.
W/ 7/8' STUCCO � EXTERIOR SIDE. AND 5/B" TYPE 'X' GYP.
BD. � INTERIOR SIDE.
S.G. SAFETY GLAZING WINDOW/TEMPERED GLASS
F�X�'� CRAWL ACCESS 18"X24" MIN. (CBC SEC. 1209.1)
�� ��
� %" ATTIC ACCESS 22"X30" AAIN. (CBC SEC. 1209.2)
I�� � A HEAD ROOM CLEAR HEIGHT IN A ATTIC AT LEAST 30"
L_`� J AT THE ATTIC ACCESS"
WINDOW LIGHT / VENT CAL
VENTILATION LIGHTING
ROOM NAME AND ROOM SIZE AREA REO'D AREA REQ'D PROVIDED
- (47) OR - (8%) OR H'INDOW
LOCATION (S.F.) 5 S.F. MIN. 10 S.F. AAIN. AREA (S.F.)
tst FL (E)bl. BEDR�OM 165 7 13 1B
1st FL (E)BEDROOAA #t 127 5 10 32
1st FL. (E)BEDROOM #2 101 4 8 18
1st FL. (N)BEDROOM �+3 145 6 12 56
1st FL. (E)DINING RM. 117 5 9 16
1st FL. (N)FAMILY RNI. 227 9 16 15
1st FL. (N)LIVING RM. 24 7 10 20 51
1st FL (N)OFFICE 149 6 12 55
NOTES TO WINDOW AND DOOR
1. PROVIDE AT LEAST ONE WINOOW IN EACH BEDROOM TO COMPLY WIITH SEC.
1029, 2010 CBC AS REQUIRED FOR ESCAPE OR RESCUE; REOUIRED OPENING
OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MtIN. IF THEY ARE
WITHIN 44 INCHES ABOVE OR BELOW GRADE, PER CBC 1029.2), HIGHT 24
INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM CLEAR OPENING 44
INCHES MAX. ABOVE FLOOR.
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 OF 24
INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE
(cec ,aos.�3.z).
3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED
NATURAL LIGHT (87)(CBC 1205.2) AND VENTILATION (47).(CBC 1203.4.1)
4. DOUBLE VINYL WINDOW REQUIRED U VALUE = 0.77
DOUBLE METAL CLEAR WINDOW REQUIRED U VALUE = 0.70
w00D DOOR U VALUE = 1.45
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) IANDINGS
MAY BE UP 10 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. IN CONVENTIONAL FRAMING. MINIMUM BRACED WALL LENGTH NOW 9 FT 4
INCHES PER 25 FEET OF WALL CRIPPLE WALLS OVER 14 INCHES HIGH
COUNTED AS A STORY FOR BRACING PURPOSES (CBC 230812.4).
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 UNE CAN BE UP TO 25 � OF WALL AREA.
ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE
RESISTIVE CONSTRUCTION, (CBC TABLE 704.8). EAVES MUST 8E 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. (CBC 706.8)
3. PROVIDE 2X6 � ALL PLUMBING WALL LOAD BEARING WALL AS
INDICATED ON STRUCTURE DWG.
4. STANDARD ANCHOR BOLT WASHERS MU51 BE 3 INCHES SOUARE AND A
MINIMUM OF 0.229 INCHES THICK (CBC 2308.12.8)
5. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL SLOPE
AWAY FROM THE FOUNDATION AT 1:20 (5%) FOR A DISTANCE OF 10 FEET
(CBC 1804.3).
6. IN AREAS LIKELY TO HAVE EXPANSIVE SOIL, THE BUILOING OFFICIAL SHALL
REQUIRE SOiL TESTS TO DETERMiNE WHERE SUCH SOILS DO EXiST (CBC
1803.5.3). EXCEPTIONS ARE ADDITIONS TO ONE AND TWO STORY RESIDENCES
WITH A MINIMUM FOOTING DEPTH OF 18 INCHES.
7. WOOD FRAMING MEMBERS AT EXTERIOR WALLS, INCLUDING WOOD SHEATHING,
SHALL BE NATURALLY DURABLE OR PRESERVATIVE TREATED UNLESS 8
INCHES OR MORE ABOVE FINISHED GRADE OR 6 INCHES ABOVE PAVEMENT
AT EXTERIOR WALLS (CBC 2304.11.2.2).
� ! ; . r . ���R,:ti �Y���
, �. y .. . � � �,,,,,,,..•,•--
. . . .:+1 � � . .. .. _ .. _ ar. � _ _:_.�a� - ' - "` a- _ _ . �.�+.. __ �
� .c
;��. f �'���1i����`3 `. � 1 ;,,� /-�...��.�..._. �
; _._ ..��_
� .
.
�,���G`��� !.,���t� - __, .�?--`' -1 .�.� _:..�
ti' .
.�it��ld�l�f'J � . : __' , �--' a.,---� �.
.�_.�G.�+ - . _ '
,lfA��!;t��^�1�.:,� ` ♦
8. PROTECT WALLS AND SOFFITS OF USABLE SPACE UNDER STAIRWAY
WITH ONE-HOUR CONSTRUCTION WITH EXCEPTIONS. (CBC 1009.6.3)
9. SHOWER�BATHTUB WA�LS SHALL BE F�NISHED WITH A SMOOTH,
NONABSOBENT SURFACE SUCH AS MARBEL/GRANITE TO A HEIGHT NOT
LESS THAN 70 INCHES ABOVE THE DRIAN INLET. (CBC 1210.3)
10. GREENBOARD IS NO LONGER ALLOWED AS TILE BACKING IN TUB OR SHOWER
AREAS (CBC 2509.2).
11. PROVIDE SPARK ARRESTER AT ALL CHIMNEY. (CBC 2113A.9.1).
12. A MIN. OF 1 INCH AIR SPACE SHALL BE PROVIDED BETWEEN THE
INSULATION AND THE ROOF SHEATING WITH THE ADEQUATE CROSS
VENTING FOR VAU�TED CEILING. (CBC 1203.2)
13. PROVIDE SEISMIC ANCHORRAGE FOR WATER HEATER. (CPC SOB.2)
t4. PROVIDE HARD-wIRED INTERCONNECTED SMOKE ALARMS EQUIPPED
WITH BATTERY BACKUP. FLOOR/ELECTRICAL PLAN SHOWS THE SMOKE
ALARM LOCATION IN EACH ROOM USED FOR SLEEPING PURPOSE, AT
EACH CORRIDOR/ AREA NEXT TO THE BEDROOM, AND EACH STORY
AND BASEMENT. THIS IS ALSO APPICABLE TO EXISTING SLEEPING
ROOM/AREA. (CBC 907.2.11.1.2)
15. WOOD SUPPORTED BY EXTERIOR FOUNDATION WALLS. WOOD FRAMING
MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON EXTERIOR
FOUNDATION WAL�S AND ARE LESS THAN 8 INCHES (203 MM) FROM
EXPOSED EARTH SHA�L BE OF NATURALLY DURAB�E OR
PRESERVATIVE-TREATED WOOD.
EXCEPTION: [DSA-55 & 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 EOUIVALENT MEANS OF TERMITE AND DECAY
PROTECTION MAY BE ACCEPTED BY THE ENFORCEMENT AGENCY.
(CBC 2304.11.2.2).
16. R UP R- R- R- .1 R-4 AN I-1 IN M TIP T T
G 0 S 2, 3, 3, D S GLE OR UL LE S A ION
SMOKE ALARMS SHALL BE INSTALLED AND MAINTAINED IN GROUPS R-2,
R-3, R-3, R-3.1, R-4, AND I-1, REGARDLESS OF OCCUPANT LOAD AT ALL
OF THE FOLLOWING LOCATIONS:
a. ON THE CEIUNG OR WALL OUTSIDE OF EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF BEDROOMS.
b. IN EACH ROOM USED FOR SLEEPING PURPOSES.
c. IN EACH STORY WITHIN A DWELLING UNIT, INCLUDING BASEMENTS
BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS.
IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND
WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,
A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE
FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER
LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.
d. IN ENCLOSED COMMON STAIRWELLS OF APARTMENT COMPLEXES
AND OTHER MULTIPLE-DWELLING COMPLEXES.
e. IN A GROUP R-3.1 OCCUPANCY, IN ADDITION TO THE ABOVE,
SMOKE ALARMS SHALL BE PROVIDED THROUGHOUT THE HABITABLE
AREAS OF THE DWELLING UNIT EXCEPT KITCHENS. (CBC
907.2.10.1.2)
GARAGE NOTES
1. GARAGE COMMON WALL NEEDS TO BE SHEATHED WITH AT LEAST 1�2" THICK
DRYWALL ,AND THE CEILING SURFACE REOUIRES MINIMUM 5/B THICK,TYPE X
GYPSUM BOARD.
2. ALL DRYWALL SEAMS MUST BE TAPED / FINISHED WITH JOINT COMPOUND
AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THtS
PURPOSE.
3. 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).
4. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE LEAST 20 MINUTE FIRE
RESISTANCE RATED OR 1 3/8 SOLID CORE DOORS.
5. DOOP,S REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT
BARRIER BETWEEN THE GARAGE AND A LIVING OUARTERS.
6. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED
FOR SLEEPING PURPOSES.
7. A FORCED AIR HEATING 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
F�NISH IT WITH 5/8 DRYWALL (TWE X, TAPED)
8. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED
TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS.
9. ATTIC 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 CEIUNG INSTALLED.
10. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18" ABOVE THE FLOOR.
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1ST
FLOOR PLAN
DATE: O7/O6/11
�oe No. RC11-0729 I I
ISSUE dc REVISION
07/22/11 GTY SUBMITTAL ��.
��
o _ SHEET N0.
ELEV. RE�
PROPOSED 1 ST FLOOR PLAN N�T�
SCALE : 1 /4" = 1'-0"
A2.1
DRAWN BY: JL
NOTES
' WOOD SUPPORTED BY EXTERIOR FOUNDATION WALLS WOOD
FRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST
ON EXTERIOR FOUNDATION WALLS ANO ARE LESS THAN 8
INCHES (203 MM) FROM EXPOSED EARTH SHALL BE OF
NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD.
' EXCEPTION: [DSA-SS & OSHPD 1,2 AND 4] AT EXTERIOR
WAILS WHERE THE EARTH IS PAVED WITH AN ASPHALT OR
CONCRETE SLAB AT LEAST 18 INCHES (457 MM) W�DE 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 TERMITE AND
DECAY PROTECTION MAY BE ACCEPTED BY THE ENFORCEMENT
AGENCY.
(CBC 2304.11.2.2)
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` ONE LAYER OF 15�/ FELT UNDER ROOFING MATERIAL IF SLOPE IS 4 12 OR GREATER.
TWO LAYERS OF 15�/ FELT IF SLOPE IS LESS THAN 4:12
PROPERTY LINE / � PROPERTY LINE
,
� ,-� ��, �
� / (E) 7/8" CEMENT PLASTER AND PAINT (N) COMP. SNINGLE ROOF �� (N) COMP. SHINGLE ROOF �
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�
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TWO LAYERS OF 15�j FELT IF SLOPE IS LESS THAN 4:12
PROPERTY LINE / \
� �
� (N) 14"X22° VENT LOUVER �
/ (N) 7/8" CEMENT PLASTER AND \
I � PAINT TO MATCH EXISTING �
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(N) LANDING (N) PATIO
FOUNDATION VENT N0.05�N0.10 �CRAWL SPACE VENTS DO NOT ` pROVIDE WEEP SCREED AT FOUNDATION PLATE UNE ON ALL STUCCO WALLS (CBC 2512.1.2)
OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA.
2 EAST ELEVATION
,,4--, �_o�
' ONE LAYER OF 15// FELT UNDER ROOFING MATERIAL IF SLOPE IS 4:12 OR GREATER.
TWO LAYERS JF 15# FELT IF SLOPE IS LESS THAN 4:12
(N) COMP. SHINGLE ROOF
(E) 14"X22" VENT LOUVER T(E) 7/8" CEMENT PLASTER AND PAINT
/ �
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— — — — — — — � L — — — — — — — — — — — — — m
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ELEVATIONS
DATE: 07/06/11
�oe No. RC11-0729
ISSUE dc REVISION
07/22/11 CITY SUBAI1TTAl
(N) LANDING ��N� PATIO �- (N) LANDING� SHEET N0.
FOUNDATION VENT N0.11�N0.14 •CRAWL SPACE VENTS DO NOT • PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (CBC 2512.1.2)
OCCUR IN SHEAR WALLS. WEEP SCREED SHA�L BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. A� .�
3 NORTH ELEVATION __— —
t/4"=t'-0" DRAWN BY�. JL
OCCUR IN SHEAR wALLS. WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA.
�_
NOTES pROPERTY �,NE
' w00D SUPPORTED BY
EXTERIOR FOUNDATION
WALLS. WOOD FRAMING
MEMBERS, INCLUDING w00D �
SHEATHING, THAT REST ON �
EXTERIOR FOUNDATION WALLS
AND ARE LESS THAN 8
INCHES (203 MM) FROM
EXPOSED EARTH SHALL BE
OF NATURALLY DURABLE OR i
PRESERVATIVE-TREATED I / �
w00D.
I
" EXCEPTION: [DSA-SS & �
OSHPD 1,2 AND 4� AT u�'
EX7ERIOR 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 �i
(152 MM ) ABOVE THE TOP o
OF SUCH SLAB. OTHER
EQUIVALENT MEANS OF
TERMITE AND DECAY I
PROTECTION MAY BE I
ACCEPTED BY THE
ENFORCEMENT AGENCY.
(CBC 2304.11.2.2)
PkOPtkTY LINE
�
/
/ / i
� /
/ /
�TOP OF RIDGE
i
`� TOP OF RIDGE
• ONE LAYER OF 15�J FELT UNDER ROOFiNG MATERIAL IF SLOPE IS 4:12 OR GREATER.
TWO LAYERS OF 15� FEL7 IF SLOPE IS LESS THAN 4�.12
�
4� �
12 ��
� \
� \
\ \ �
(N� COMP. SHINGLE ROOF �
/� (N) 7/8�� CEMENT PLASTER AN\
/ PAINT TO MATCH EXISTING
0
� GARAGE
` --------- --
°' TOP PLATE
i
a
(E FENCE 1
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o w.P �
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;D / (E GAS
//
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2 CARS GARAGE (E)
FOUNDATION VENT N0.15^-N0.22 'CRAWL SPACE VENTS DO NOT
OCCUR IN SHEAR WALLS.
� /
i
/
i �
NEW METAL DOWNSPOUT, -
PAINTED, VERIFY ELEVATION
FOR EXACT LOCATION
';�:i �:� � ��;r��tY�� . �._.___ _._.....__..._._.
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_ ..... ........
NEW METAL GUTTER, PAINTED
� �
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1
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l
FIRSTLEVELADDI710N FOUNDATION VENT CALS:
TOTAL CRAWL SPACE AREA: 1,843 S.F.
(E) CRAWL SPACE: 1,4935.F.
(N) CRAWL SPACE: 350 S.F.
VENT AREA REQ�D: 12.28 S.F
1,8437 / 150 = 12.28
FOUNDATION VENT USED: �
6"X14" WITH INSENT SCREEN- NEW U.58 S.F.
6"Xt4" WITH INSENT SCREEN- EXISTING G.58 S.F.
N0. OF VENT REO'D: z2
12.28/0.58= 21.18
N0. OF VENT PROVIDED: 2t
EXISTING VENTS: 18
EXISTING VENTS COVERED BY NEW FLOOR 0
NEW VENTS: 4
TOTAL N0. FOUNDATION VENT (6"X14") TO BE 22 GENERAL
CONTRACTOR F�ELD VERIFY EXACT LOCATIONS, PREPLACE
SAME NUMBER OF EXISTING VENT TO BE REMOVED.
FOUNDATION VENTS SHALL NOT OCCIRRED AT STRUCTURAL
SHEAR WALLS, GENERA� CONTRACTOR SHALL VERIFY WITH
STRUCTURE DRAWINGS FOR NEW FOUNDATION VENT.
1 E ROOF PLAN �� N ROOF PLAN n FOUNDATION VENT CALCULATION
SCAIE: 1/16" = 1'-0" $CALE: 1/16" = 1'-0� �
I !
�// /X // // o I /l� // o // // o
� � �
`� , lE � �� �, ---� �� ", --� �� �,
0 0 �o
a a v
------------------------------- ------- ----------- ------------------
0 0 0 0 0� o 0
�
" PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (CBC 2512.1.2)
WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA.
' ONE LAYER OF 15� FELT UNDER ROOFING MATERIAL IF SLOPE IS 4:12 OR GREATER.
TWO LAYERS OF 15{J FELT IF SLOPE IS LESS THAN 4� 12
4 4
(N) COMP. SHINGLE ROOF (E) 7/8 CEMENT PLASTER AND PAfNT
a� � 12 12
PROPERTY LINE
I
I
aP OF RIDGE
� I
i � I
lst FL� Nr
TOP PLATE �
I
FENCE �
i a
� �
0
0
i I
�
�Sf F�. � �
SUBFLOOR .� I
1 NORTH ELEVATION
,,4--, �-o-
EXISTING f---�i-� NEW � PROPERTY LINE
7 �
i �
� \
�
� � � �
R PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL S7UCC0 wALLS (CBC 2512.1.2)
WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA.
2 SECTION
,i4•-,�_o-
EX�STING � NEW
�
I
I
(N) COMP. SHING�E ROOF I
I
�-(E) 14"X22�� VENT LOUVER �
ROOF
ATTIC #2 = 350 S.F
ROOF VENT CALS:
TOTAL ROOF VENT (ROOF ATTIC #1) AREA: 1,493 S.F. TOTAL ROOF VENT (ROOF ATTIC �/2) AREA: 350 S.F.
ROOF VENT AREA: 1,493 S.F. ROOF VENT AREA: 350 S.F.
TOTAL ROOF VENT AREA REQ'D: 9.95 S.F. TOTAL ROOF VENT AREA REQ'D: 2.33 S.F.
1,493 / 150 = 9.95 350 / 150 = 2.33
ROOF VENT AREA REQ'D (HIGH)� 4.98 S.F. ROOF VENT AREA REQ'D (HIGH): 1.16 S.F.
9.95 / 2= 4.98 2.33 / 2= 1.16
ROOF VENT AREA REQ'D (LOW): 4.98 S.F. ROOF VENT AREA REQ'D (LOW): 1.16 S.F.
9.95 / 2= 4.98 2.33 / 2 =�.16
EAVE VENT USED - LOW SECTION: EAVE VENT USED - LOW SECTtON:
16"X6° EAVE VENT BETWEEN RAFTERS: 0.67 S.F. 16"X6° EAVE VENT BETWEEN RAFTERS: 0.67 S.F.
ROOF VENT USED - HIGH SECTION: ROOF VENT USED - H�GH SECTION
AND WIND TUR8INE (12'�0) 0.8472 S.F. (122 S0. IN.) AND WIND TURBINE (12"0) 0.8472 S.F. (122 SQ. IN.)
OR RIDGE VENT (PER FT) 0.125 S.F. (78 S0. IN.) OR RIDGE VENT (PER FT) 0.125 S.F. (18 S0. IN.)
OR VENT LOUVER (14"X22") 2.14 S.F. (308 SQ. IN.) OR VENT LOUVER (14"X22") 2.14 S.F. (308 SQ. IN.)
EAVE VENT AREA PROVIDED - LOw SECTION: 8 EAVE VENT AREA PROVIDED - LOw SECTION: 2
4.98 / 0.67 = 7.43 --> 8 1.16 / 0.67 = 1.74 --> 2
AND AND
VENT AREA PROVIDED BY ° WIND TURBINE" - HIGH SECTION: VENT AREA PROVIDED BY "WIND TURBINE'� - HIGH SECTION:
4.98 / 0.8472 = 5.87 --> 6 1.16 / 0.8472 = 1.37 --> 2
OR OR
VENT AREA PROVIDED BY "RIDGE vENT" - HIGH SECTION: vENT AREA PROVIDED BY "RIDGE VENT" - HIGH SECTION:
4.98 / 0.125 = 39.84' --> 40 FT 1.16 / 0.125 = 9.28' --> 10 FT
OR OR
VENT AREA PROVIDED BY "VENT LOUVER" - HIGH SECTION: VENT AREA PROVIDED BY "VENT LOUVER - HIGH SECTION:
4.98 / 2.14 = 2.32 --> 3 1.16 / 2.14 = 0.54 --> t
TOTAL N0. OF LOWER EAVE VENT TO BE 8, GENERAL TOTAL N0. OF LOWER EAVE VENT TO BE 2. GENERAL
CONTRACTOR SHALL VERIFY EXACT LOCATIONS IN FIELD, CONTRACTOR SHALL VERIFY EXACT LOCATIONS IN FIELD,
REP�ACE SAME NUMBER OF EXISTING EAVE VENT TO BE REPLACE SAME NUMBER OF EXISTING EAVE VENT TO BE
COVERED. HIGH SECTION VENT CAN BE COI�BINED BY THE COVERED. HIGH SECTION VENT CAN BE COMBINED BY THE
METHOD LISTED ABOVE WHERE TOTAL VENTING AREA 1AEET METHOD LISTED ABOVE WHERE TOTAL VENTING AREA MEET
MIN. REOUIREMENT. MIN. REQUIREMENT.
3 ROOF VENTILATION CALCULATION
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ELEVATION,
SECTION,
ROOF REF. 8�
VENT CAL.
DATE: O7/06�11
�oe No. RC11-0729
ISSUE 6c REVISION
07/22/11 CITY SUBIAITTAL
SHEET N0.
A3.2
DRAWN BY: JL
(E�GARAGE ROOF NO WORK
NOTES TO ELECTRICA�
1. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOL7, SINGLE-PHASE, 15-AMP
AND 20-AMP RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS
SHALL BE PROTECTED BY AN ARC FAULT CIRCUITINTERRUPTER(S).
2. GENERAL LIGHTING IN KITCHEN AND WATER CLOSET SHALL BE FLUORESCENT
3 LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURE ARE LABELED "SUITABLE
FOR DAMP LOCATION".
4. AT LEAST ONE OUTSIDE WEATHERPROOF 120-VOLT RECEPTACLE FT BACK
AND FRONT OF DWELLING UNiT.
5. TERMINATION OF A�L ENVIRONMENTAL AIR DUCT SHALL BE A MIN. 3� FROM
ANY OPENING INTO THE BUILDING. I.E., DRYER, BATH & UTILITY FANS. ETC.,
MUST BE 3� AWAY FROM DOORS, WINDOWS. OPENING SKYLIGHTS OR ATTIC
vENrs. (cMC sEC. soa.$)
6. ALL NEW SMOKE ALARMS ARE 100V WITH BATTERY BACKUP, AND ARE ALL
AUDIBLE IN ALL SLEEPING AREA. (CEC SEC. 907.2.10.2 & INTERCONNECTED
AS PER 907.2.10.3)
7. PROVIDE ACTIVE OR PASSIVE SPACE HEATING SYSTEMS CAPABLE OF
MAINTAINING A MIN. INDOOR TEMPERATURE OF 68'. F AT A POINT 3 FEET
ABOVE THE FLOOR ON THE DESIGN HEATING DAY. (CBC 1204.1)
8. CLEARANCES FOR LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL BE AS
FOLLOW:
A. SURFACE-MOUNTED INCANESCENT (IC� LIGHTS: NEED A 12 INCHES
CLEARANCE. SURFACE-MOUNTED & RECESSED FLUORESCENT LIGHTS
NEED A 6 INCHES CLEARANCE
B. RECESSED (IC) UGHTS, w1TH A COMPLETELY ENCLOSED LAMP NEED A
6 INCHES CLEARANCE. (CEC 410-B(d)(1) THROUGH (4)).
9. EXACT TYPE OF �IGHTING COMPLIANCE FEATURES TO BE PROVIDED AS
REOUIRED BY THE CURRENT REGULATION BASED ON 2010 CA ENERGY
STANDARDS.
A. HIGH EFFICACY OR MANUAL-ON OCCUPANCY SENSOR FOR BATHROOMS,
GARAGE, LAUNDRY ROOM & UTILITY ROOM.
B. HIGH EFFICACY OR MANUAL-ON OCCUPANCY SENSOR OR DIMMER FOR
ALL OTHER ROOMS, (EXCEPT CLOSETS LESS THAN 70 S.F.)
C. HIGH EFFICACY OR CONTROLLED BY MOTION SENSOR AND PHOTO
CONTROL FOR OUTDOOR LIGHTING ATTACHED TO THE BUILDINGS.
D. HIGH EFFICACY OR UP TO 50 9 IF THE TOTAL WATTAGE CAN BE LOW
EFFICACY FOR KITCHEN. ALL-HIGH-EFFICACY AND LOW-EFFICACY
LIGHTING MUST BE CONTROLLED SEPERATEDLY FOR KITCHEN.
ADDITIONALLY PLEASE PROVIDE UGHTING CALCULATION FORM WS-SR
FOR NEW KITCHEN.
10. SEE LOCATION OF MAIN AND SUBPANEL ELECTRICAL SERVICE SIZE ON PLAN.
(CBC 110.16) FLOOR LEVEL IS SIX STEPS OR MORE. (CEC 210-70-A,C)
it. PROVIDE WALL SWITCH(2-WAY) AT EACH FLOOR LEVEL TO CONTROL INTERIO
STA�RWAY LIGHTING OUTLET WHEN DIFFERENCE BETWEEN OR AREAS WITH
HVAC E�UIPMENT. (CEC 210-70-A)
12. PROVIDE SWITCHS AND LIGHTS AT ATTIC, CRAWL SPACE, UTILITY ROOM,
BASEMENT AND UNFINISHED BASEMENT FOR STORAGE AREA SEE CLEARANCE
ON PLAN FOR LIGHTING FIXTURES TO COMBUSYIBLE MATERIAL W�THIN
CLOTHES CLOSET. (CEC 410-8)
13. INDOOR SPA AND HOT TUB SHALL MEET THE FOLLOWING REOUIREMENTS
(ALSO HYDROMASAGE TUB & CIRCULATING BATHTUB):
A. ALL ELECTRIC SPA OR HOT TUB WATER HEATERS SHAL� BE LISTED.
CEC 680.71
� )
B. PROVIDE ACCESS TO HYDRO-MASSAGE TUB MOTOR AND JUNCTION BOX
BY AN ACCESS PANEL (CEC 680.73)
C. ALL RECEPTACLES LOCATED WITHIN 10 FEET OF THE INSIDE WALLS OF A
SPA/HOT TUB SHALL BE PROTECTED BY A GROUND-FAULT.
D. ALL UGHTING FIXTURES AND LIGHTING OUTLETS OVER THE SPA OR
WITHIN 5 FEET OF THE INSIDE WALLS SHALL BE A MIN. OF 7'6" ABOVE
THE WATER LEVEL AND SHALL BE PROTECTED BY A GROUND-FAULT
CIRCUIT-INTERRUPTED. (CEC 680.71)
E. HYDRO-MASSAGE TUB CONTROLS AND WALL SWITCHES SHALL BE
LOCATED A MIN. OF 5 FEET FROM THE TUB. (CEC 680.71)
F. RECEPTACLES THAT PROVIDE POWER FOR A SPA OR HOT TUB SHALL
BE GROUND FAULT CIRCUIT-INTERRUPTER PROTECTED. (CEC 680.71)
14. PROVIDE ARC-FAULT CIRCUIT INTERRUPTER AT ALL BRANCH CIRCUITS THAT
SUPPLV 125 VOLTS, SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLE
OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS. ALL NEWLY RAN CIRCUITS
SHALL BE AFCI PROTECTED.(CEC 210-728)
15. ARC-FAULT CIRCUIT INTERRUPTERS: INCLUDE THE NEW WALK-IN CLOSET FOR
AREAS WITH ARC-FAULT CIRCUIT INTERRUPTERS, AS IT IS PART OF THE
BEDROOM (ROOM WITHIN A ROOM). ALL NEW LIGHTSWITCHES IN EXISTING
BEDROOMS REQUIRE AFCI'S. ALL NEWLY RAN CIRCUITS SHALL BE AFCI
PROTECTED.
16 ARC-FAULT NOTE: REFER TO NOTE ABOVE. ARC-FAULTS FOR NEW WALK-IN
CLOSET IS INDICATED
17 NEW LIGHTING CIRCUITS FOR NEW BEDROOMS REQUIRE AFCI AT THE BREAKER
PANEL.
18 SMOKE DETECTORS ARE ALSO REQUIRED TO BE LOCATED JUST OUTSIDE OF
EACH BEDROOM. SEE LOCATIONS OF SMOKE DETECTORS ON PLAN. PER
SECTION 907.2.10.1.2 OF 2070 CBC.
19. SEE OUTLETS FOR WASHER AND DRYER AT NEW LAUNDRY NOTE THAT THEY
ARE REQUIRED TO BE GFI, AS THEY ARE WITHIN 6-FEET OF WATER SOURCE
PER SECTION 210.8 (A) (7) OF 2010 CEC.
20. SEE SWITCH FOR STOVE; 220V IS USED AND INDICATED ON PLAN.
21. OUTLETS SHALL BE SPACED SO THAT AT ANY POINT ALONG THE WALL, AN
OUTLETS IS NOT MORE THAN 24-INCHES AWAY, PER SECTION 210.52 (C) (1)
OF 2010 CEC. OUTLETS REQUIRED A1 THE FOLLOWING �OCATIONS:
A. TO THE LEFT OF THE STOVE
B. AT THE TOP OF THE COUNTER, SOUTH END ABOVE THE SINK
C. AT THE COUNTER, NORTH END BELOW THE SINK.
D. THE WINDOW/WALL LINE BEHIND THE SINK, AS IT IS GREATER THAN
12-INCHES, (PER FIGURE 210.52 OF 2010 CEC.)
22. SEE A WET-PROTECTED GFI OUTLET AT THE FRONT ELEVATION AND THE
REAR ELEVATION OF THE BUILDING, PER SECTION 210.52 (E) OF 2010 CEC
23 ALL OF THE NEW BRANCH CIRCUITS SUPPLYING POWER TO THE SMALL
APPLIANCE OUTLETS IN THE KITCHEN/NOOK AREA (ADJACENT TO THE
KITCHEN) WILL BE ON AT LEAST 2 SEPERATE CIRCUITS, PER SECTION
210.52(B) OF 2010 CEC.
24. PROVIDE HARD-WIRED INTERCONNECTED SMOKE ALARMS EOUIPPED WITH
BATTERY BACKUP. FLOOR PLAN AND/OR ELECTRICAL PLAN SHOWS THE
SMOKE ALARM LOCATION IN EACH ROOM USED FOR SLEEPING PURPOSE. AT
EACH CORRIDOR/AREA NEXT TO THE BEDROOM, AND EACH STORY AND
BASEMENT. THIS IS ALSO APPICABLE TO EXISTING SLEEPING ROOM/AREA.
(CBC 907.2.10.1.2 THROUGH 907.2.10.5.3)
25 THE LAUNDRY OUTLET IS A DEDICATED CIRCUI7, PER SECTION 21011C OF
THE 2010 CEC.
26 THE BATHROOM OUTLET IS A DEDICATED CIRCUIT, PER SECTION 210.11C OF
THE 20�0 CEC.
27. ALL LIGHT FIXTURES IN CLOSETS SHALL BE LISTEG FOR SUCH USE, PER
SECTION 410.8 OF 2010 CEC.
28. PROVIDE A CARBON MONOXIDE DETECTOR FOR EACH AREA ADJACENT TO
SLEEPING ROOMS.
29. GARAGE RECEPTACLE OUTLE?5 SHALL BE AT LEAST 18" ABOVE THE FLOOR
30. WHERE OVER 24 IN WIDTH, PROVIDE A WALL RECEPTACLE OUTLET FOR THE
WALL SECTIONS BETWEEN THE DOOR AND CLOSET IN THE BEDROOMS.
ELECTRICAL LEGEND
� DUPLEX 110V AC OUTLET O
ARC-FAULTS CIRCUIT �
A� INTERRUPTERS
� DUPLEX 220V AC OUTLET
{�} LIGHT SWITCH �
�f}�' 3 WAY LIGHT SWITCH �
SD 110V AC SMOKE DETECTOR O
O
- THERMOSTAT �
FAN �
CEILING FAN W/ LIGHT ��
FAN / MECHANIC VENTILATION
5 AIR CHANGE PER HOUR.
SURFACE MOUNT FIXTURE
(USE LIGHT FOR HIGH EFFICACY
LIGHTING)
WALL MOUNT FIXTURE
CEILING INCANDESCENT
RECESS LIGHT WITH DIA�MER
PENDANT LIGHT
FLUORESCENT LT.
HEAT LAMP W/ FAN
EXTERIOR SENSOR LT.
HOSE BIB
� SUPPLY AIR DIFFUSER
�B DOOR BELL �
RETURN AIR DIFFUSER
CM CARBON MONOXIDE DETECTOR � LAMP LIGHT
LEGEND - LOW VOLTAGE ITEMS
QC CABLE TELEV�SION OUTLET QS SATELLITE OUTLET
QT TELEPHONE JACK Q DATA PORT
QN NETWORK PORT Qi INTERCOM
� AUDIO SPEAKER OUTLET
GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER FOR ALL OWNER
REOUIRED LOW VOLTAGE ITEMS. ARCHITECT HOLD NO RESPONSIBILITIES FOR
THOSE DESIGN. UNLESS OTHERWISE NOTED.
LOW VOLTAGE WIRING NOT SHOWN ON THE PLAN, G.C. SHALL COORDINATE
WITH OWNER FOR REQUIREMENTS. SUCH WIRING INCLUDES BUT NOT LIMITED
TO
o) PHONE d) INTERCOM/NETWORK
b) DATA e) SECURITY ALARM
c) CABLE
NOTES TO PLUMBING
1. SHOWER�BATHTUB WALLS SHALL USE APPROVED BACKING MATERIAL AND INSTALLED IN
ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
(CBC 2509.2)
2. SHOWER AND TUB/SHOWER COMBINATION IN ALL BUILDINGS SHALL BE PROVIDED WITH
INDIVIOUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING
VALVE TYPE.
(CPC 418.0)
3. PROVIOE ULTRA LOW FLUSH TOILET (1.6 GALLONS/FLUSH) AT ALL NEW BATHROOMS.
(CPC 402.3)
4. PROVIDE WATER HEATER PRESSURE AND TEMPERATURE RELIEF VALVE TERMiNAT10N TO
OUTSIOE OF BUILDING.
(CPC 608.5)
5. PROVIDE VENT LOUVER OR VENT ON EXTERIOR DOOR TO OBTAIN COMBUSTION AIR FOR
GAS WATER HEATER AND GAS FURNACE.
(CMC 701 THROUGH 707 AND CPC 507.1.1)
6. LOCATION OF GAS WATER HEATER AND GAS FURNACE EXHAUST VENT SHOU�D PLACED.
(CPC 507.1.3 AND CPC 411.7.)
NOTES TO LIGHTING
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NOTES TO SMOKE & CARBON ; � �
� � THE DRYER DUCT
MONOXIDE DETECTOR '�` _,-�� �' �' SHALL BE NO MORE
( W P _ � � THAN 14' IN LENGTH
i
l....,.. WITH NO MORE THAN
� /G �--� � .. TWO ELBOWS.
SMOKE ALARMS SHALL BE INSTAI.LED IN THE FOLLOWING LOCATIONS: ( .. .. .. �
A. IN EACH SLEEPING ROOM. I \ WP.
I � '
B. OUTSIDE EACH SLEEPING AREA tN THE IMMEDIATE VICINITY OF THE BEDROOMS. I 1 ��
C. ON EACH ADDITIONAL STORY CF THE DWELLING, INCLUDING BASEMENTS BUT NOT '
INCLUDING CRAWL SPACES ANC� UNINHABITABLE ATTICS. I � �.
I
CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: i I GFI�� �.
� I
A. OUTSIDE OF EACH SEPARATE C�WELLING UNIT SLEEPING AREA IN THE IMMEDIATE I / .��.
VICINTY OF THE BEDROOM(S). /
B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. � /
I ��
POWER AND INTERCONNECTION �
A. POWER MUST BE SUPPLIED BY THE BUILDINGS PRIMARY POWER SOURCE FOR I ��� --�� --- -.�. -� �
BOTH SMOKE AND CARBON MONOXIDE DETECTORS AND THEY MUST HAVE A � �: . ��.�
BATTERY BACK UP. FOR EXISTING BUILDINGS WHERE WALLS ARE NOT BEING �
OPENED A BATTERY ONLY DEVICE MAY BE USED. I
B. WHERE MORE THAN ONE SMOKE DETECTORS IS INSTALLED THEY MUST BE ��
INTERCONNECTED. � GFI GFI
C. WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS INSTALLED THEY MUST BE 1 �,
INTERCONNECTED. '� - �
D. INTERCONNECTION IS NOT REOUIRED IN EXISTING DWELLING UNITS WHERE REPAIRS -� � -- �� -- $�� ������� ���- � --�- --� --
DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES W.P�
Q
�
* ALL LIGHTS ARE HIGH EFFICACY.
' THE RESIDENTIAL LIGHTING STANDARDS REOUIRE THAT AT LARST HALF THE LIGHTING
WATTS INSTALLED IN A KITCHEN MUST BE CONSUMED BY HIGH EFFICACY LUMINAIRES.
LIGHTING IN BATHROOMS, GARAGES (STTACHED AND DETACHED), LAUNDRY ROOM,
CLOSETS AND UTILITY ROOMS MUST BE HIGH EFFICACY, OR MUST BE CONTROLLED BY A
VACANCY SENSOR.
PERMANENTLY INSTALLED LIGHTING IN OTHER ROOMS HAS THREE COMPLIANCE OPTIONS.
THE LIGHTING MUST BE HIGH EFFICACY, CONTROLLED BY A VACANCY SENSOR, Ok
CONTROLLED Y A DIMMER.
"OTHER ROOMS"INCLUDE ANY ROOM OR AREA THAT IS NOT A KITCHEN, BATHROOM
LAUNDRY, GARAGE ,CLOSET, OR UTILITY ROOM.
OTHER ROOMS INCLUDE HALLWAYS. DINING ROOMS, FAMILY ROOM, CLUB HOUSE, HOME q
OFFICE, AND EDROOMS
NOTES TO HVAC
1. ALL RESIDENTIA� KITCHENS AND ROOMS CONTAINING BATHING FAGLITIES SHALL HAVE
MECHANICAL VENTILATION.
(CBC 1203.4.2 AND FOLLOW CMC).
2. ALL NEW AIR DUCTS PENETRATING PROPOSED SEPERATION WALL OR CEILING BETWEEN
GaRAGE /+ND UViNG AREA SHALL BE 26-GAUGE MIN.
(CBC 302.4 EX.3.)
THERE IS NO ACCESS BY MEANS OF ATTIC, BASEMENT OR CRAWL SPACE,
AND NO PREVIOUS METHOD FOR INTERCONNECTION EXISTED.
SMOKE ALARMS(CRC SECTION R3141
ALTERATIONS, REPAIRS AND ADDITIONS.
WHEN ALTERATIONS, REPAIRS OR qpDITIONS REOUIRING A PERMIT OCCUR, OR WHEN
ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISITING DWELLINGS,
THE INDIVIDUAL DAELLING UNIT SHq�L BE EpUIPPED WITH SMOKE ALARMS LOCATED
AS REOUIRED FOR NEW DWELLINGS.
CARBON MONOXIDE ALARMS (CRC SECTION R315)
WHERE REOUIRED IN EXISTING DWELLINGS.
WHERE A PERMiT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING
$1000, EXISTING DWE�LING UNITS TFIAT HAVE ATTACHED GARAGES Ok FUEL BURNING
APPLIANCES SHA�L BE PROVIDED WITH CARBON MONOXIDE ALARMS.
�
PROPOSED 1 ST FLOOR MEP PLAN
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DATE: 0��06�� 1
�oe No. RC11-0729
ISSUE k REVISION
07/22/11 CITY SUBIAITTAL
E�1���.[i]
A10.1
DRAWN BY: JL