ASA-2015-18b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE• CUPERTINO, CA 95014-3255
C U P E RT I N 4 (408)777-3308• FAX(408)777-3333• planninq@cupertino.org
August 31, 2015
Venkata Kalidindi
10692 Santa Lucia Rd
Cupertino, Ca. 95014
SUBJECT: ADMINISTRATIVE HEARING MEETING ACTION LETTER—ASA-2015-18
This letter confirms the decision of the Administrative Hearing Officer, given at the meeting of August
27, 2015; approving an Architectural and Site application to allow a 657 square foot addition to an
existing single story duplex, located at 10690 and 10692 Santa Lucia Road, according to Resolution No.
54.
Please be aware that if this permit is not used within two years, it shall expire on August 27, 2017.
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,
, � Q�
Ellen Yau
Assistant Planner
City of Cupertino
Enclosures:
Resolution No. 54
CC:Shah Musa or Aliya Shafquat,10707 Santa Lucia Rd,Cupertino CA 95014
ASA-2015-18
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, California 95014
RESOLUTION NO. 54
OF THE ADMINISTRATIVE HEARING MEETING OF THE CITY OF CUPERTINO
FOR AN ARCHITECTURAL AND SITE APPROVAL OF A 657 SQUARE
FOOT ADDITION TO AN EXISTING SINGLE STORY DUPLEX LOCATED
AT 10690& 10692 SANTA LUCIA ROAD.
SECTION I: PROJECT DESCRIPTION
Applicant&Property Owner: Raju Venkata Kalidindi
Location: 10690& 10692 Santa Lucia Road (A.P.N. 342-16-098)
SECTION II: FINDINGS
WHEREAS, the Administrative Hearing Officer of the City of Cupertino received an application
to allow an Architectural and Site Approval of a 657 square foot addition to an existing single
story duplex located on property zoned R2-4.25;
WHEREAS, the necessary public notices have been given as required by the Procedural
Ordinance of the City of Cupertino, and the Administrative Hearing Officer has held at least
one public meeting in regard to the application; and
WHEREAS, the applicant has met the burden of proof required to support said application; and
WHEREAS, the Administrative Hearing Officer finds:
1. The proposal, at the proposed location, will not be detrimental or injurious to property or
improvements in the vicinity, and will not be detrimental to the public health, safety,
general welfare, or convenience;
The applicant is proposing to add 657 square feet to an existing duplex in order to add a bedroom to
each unit and an additional enclosed parking space. The minor addition is designed to visually match
the current structure and will be consistent to the form of the surrounding properties. Therefore, the
project is not detrimental to the public health, safety,general welfare or convenience.
2. The proposal is consistent with the purposes of Chapter 19.168, Architectural and Site
Review, of the Cupertino Municipal Code, the General Plan, any specific plan, zoning
ordinances, applicable planned development permit, conditional use permits, variances,
subdivision maps or other entitlements to use which regulate the subject property
including;but not limited to, adherence to the following specific criteria:
Resolution No. 54 ASA-2015-18 August 27,2015
Page 2
a) Abrupt changes in building scale should be avoided. A gradual transition related to height
and bulk should be achieved between new and existing buildings;
The proposal will not increase the existing building's height of 20' therefore the addition will avoid
any abrupt changes to the scale of the structures on-site and on adjacent properties.
b) In order to preserve design harmony between new and existing buildings and in order to
preserve and enhance property values, the materials, textures and colors of new buildings
should harmonize with adjacent development by being consistent or compatible with design
and color schemes, and, with the future character of the neighborhood and purposes of the
zone in which they are situated. The location, height and materials of walls, fencing, hedges
and screen planting should harmonize with adjacent development. Unsightly storage areas,
utility installations and unsightly elements of parking lots should be concealed. The planting
of ground cover or various types of pavements should be used to prevent dust and erosion,
and the unnecessary destruction of existing healthy trees should be avoided. Lighting for
development should be adequate to meet safety requirements as specified by the engineering
and building departments, and provide shielding to prevent spill-over light to adjoining
property owners; and
The proposed architectural design, materials,finishes, and textures will match the existing building
and are compatible with the character of the neighborhood. The project proposes no changes to the
location, height, and materials of walls, fencing, and hedges and screen planting. Exterior lighting
other than that typically used in residential development is not being propose and no spill-over light
uncommon in residential neighborhoods will occur. Furthermore, the proposal has been designed to
meet the R2 Residential Duplex Ordinance and does not propose to locate unsightly storage, utility
units, and/or parking lots visible to the public right-of-way.
c) The number, location, color, size, height, lighting and landscaping of outdoor advertising
signs and structures shall minimize traffic hazards and shall positively affect the general
appearance of the neighborhood and harmonize with adjacent development; and
No signage or outdoor advertising is requested through this proposal.
d) With respect to new projects within existing residential neighborhoods, new development
should be designed to protect residents from noise, traffic, light and visually intrusive effects
by use of buffering, setbacks, landscaping, walls and other appropriate design measures
The proposed addition is designed to protect residents from unnecessary noise, traffic, light, and
visually intrusive effects by meeting the required setbacks of the R-2 Zoning District. Additionally, the
applicant proposes to add one additional one-car garage which will make the property compliant with
the R-2 zoning district parking requirements. The applicant will utilize existing landscaping to
minimize any such effects to adjacent properties.
Resolution No. 54 ASA-2015-18 August 27,2015
Page 3
NOW, THEREFORE, BE IT RESOLVED:
That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted
in this matter, subject to the conditions which are enumerated in Section III of this Resolution
beginning on Page 3 thereof, the Application No. ASA-2015-18 is hereby approved; and that the
sub-conclusions upon which the findings and conditions specified in this Resolution are based
and contained in the public meeting record concerning Application ASA-2015-18 as set forth in
the Minutes of the Administrative Hearing Meeting of June 11, 2015, and are incorporated by
reference as though fully set forth herein.
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT
DEPARTMENT
1. APPROVED EXHIBITS
Approval is based on the plan set entitled, "Construction Plans For: Bedroom and Garage
Addition, 10690 & 10692 Santa Lucia Rd, Cupertino CA." dated "Received August 12, 2015"
drawn by Ken McCoy, consisting of ten (10) sheets labeled T1.0, C1.0, A1.0-A6.0, and E1.0,
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 PROJECT 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. FENCES
Any changes to the fencing shall require design review with the Community Development
Department and shall comply with Cupertino Municipal Code Chapter 19.48: Fences
3. 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.
4. EXTERIOR BUILDING MATERIALS/TREATMENTS
Final building exterior treatment plan (including but not limited to details on exterior color,
material, architectural treatments, lighting fixtures, 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
Resolution No. 54 ASA-2015-18 August 27,2015
Page 4
Director of Community Development shall require a modification approval with
neighborhood input.
Prior to issuance of building permits, Staff will review exterior material such as doors and
garage doors to ensure quality and consistency.
5. INDEMNIFICATION
Except as otherwise prohibited by law, the applicant shall indemnify and hold harmless the
City, its City Council, and its officers, employees and agents (collectively, the "indemnified
parties") from and against any claim, action, or proceeding brought by a third party
against one or more of the indemnified parties or one or more of the indemnified
parties and the applicant to attack, set aside, or void this Resolution 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 applicant
shall pay such attorneys' fees and costs within 30 days following receipt of invoices from
City. Such attorneys' fees and costs shall include amounts paid to counsel not otherwise
employed as City staff and shall include City Attorney time and overhead costs and other
City staff overhead costs and any costs directly related to the litigation reasonably incurred
by City.
6. 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.
PASSED AND ADOPTED this 27th day of August, 2015 at a noticed Public Meeting of the
Administrative Hearing Officer of the City of Cupertino, State of California, held by the .
Director of Community Development, or his or her designee, pursuant to Cupertino Municipal
Code Section 19.12.120.
ATTEST: APPROVED:
/s/Ellen Yau /s/Gary Chao
Ellen Yau Gary Chao
Assistant Planner Asst. Director of Community Development
CONSTRUCTI�N PLANS FOR� REVISIONS DATE
�...���;���:�
�uG � � r�1�
�
�
�Y�
10690 & 10692 SANTA LUCIA ROAD CUPERTINO CA.
�
�
GOVERNMENT AGENCIES PROJECT TEAM VICINITY MAP � BLDG.INFORMATION INDEX OF SYMBOLS INDEX OF SHEETS �
CUPERTINO A�IFORNIA
O
CITY OF CUPERTINO OWNER: � �W
PLANINGDEPARTMENT SAGIRAIUNAMAKRAIU3INDIRAETALKALINDINIVENKATA O W/Q 4l � A LAND USE-. LOW/MEDIUM DENSITY(5-IODU/GRAC.) � WOOD O Q
10300TORREAVENUE ALANDVENKATAL 357 V O Q 2 � B OCCUPANCY GROUP R2-4.25 U
CUPERTNO CA.95014 1089p810B92SANTALUCIADRNE V�� 2 � B O O K C TvPE OF CONSTRUCTION: VB � �'LIWOOD T7.0 TITLE3COVERSHEET U a-"
(q O B)7 7 732pgpH. C U P E R T I N O G. _ _ B O U L E V A R D_� e � 356 ( D No.OF STORIES- � � W�OD STUD W/BATT INSUL C7.0 SITEPLAN __ - � k N
� S� � �W\ E. (E)BUILDING LIVING AREA: 2,306 SF DUPLE% q1.0 FLOORPLAN Q�
DESIGNER: rosvi `�N I ---- � m w
�S _� -"z-{-�n F. (E)2-CAR GARAGE/SHOP 710 Sf ____ WOOD STUDS WALL BE�OW A2A FOUNDATION PLAN �
KEN AIcCOV '°p�yp�ocy R•�.S� CA �;� G. (E)COVERED PORCH 91 SF�CONVERTED TO�IVING) � 4$ �
M�OD�EST CA�353 � _'^-`-__ ��' � � � CONCRETF qg.� ��STINGANDPROPOSEDROOFPLAN �
iR R:S 44;�qp� NY � H (N)ADDED LIVING AREA�. 364 SF 191 SF&113 SF
209 682-1231 i 8 ia%'S N� ��--.��� PLAN NORTH (173 SF TO UNI?10690) --
� ) -roua/JV,u/.u/»/�' n�'---__� M.0 ELEVATIONPLAN
__1 u __ �T, (191 SF i0 UNIT 10692) CONC.MAS UNIiS
� ���� 5� ` �' '�1pj _�� I (N)I-CAR GARAGE AREA�. 293 SF //''''��
A5.0 ELEVATION 6 CROSS SECTION PLAN
87 • 's.se� R ^� , �zS.� *'r_I� � DETAIL NUMBER qg.t CROSSSECTIONPLAN
� $: '� o J. (N)PORCH AREA 303 SF
�$ 1.497 Ac �`^� ��4 ±a � n�Zs k ZONING�. R2�-4.25 SHEET NUMBER E1.0 ELECTRIClLLLAYOUTPLAN _
�'` � �A' L LO?SIZE: .� �COcI-5---
PCL.1 I i 13,200 SF
io z Na� 2 g i25�26 d S � M 1_OT C;OVERAGE� 30 9 --
a��� 9a.se(ioo.�z) �..eaz+ x.ee zs �aiz rs.is as.+x es as.�s ��.�� ' 'J:- N. APN� 342-t6-098 �- ---- -
m �� i �i PCL.2 31�/�139 30 i29-�aeu- AR';.-4 ^y�ae i ���a� SECT NUMBER
0.22Ac Net : / \ ' 3 i i�e
PCL3 ^ � 4 S��i �i8 S�$a� ,7y 1O � � sHEEr NurnBER
s-mes- 1 3 � g� _ "�`.'� $in '
--°8=20-- � ' 132 ' -'°°'°- Py°3 a 2Sso sf cdo$' �
i � �
PCL4 ��35---��i34 �S3 °�i�'"$32� $$�-PCL 7 �ro � � - ---28'--- --�27 �
7
� 'r
_I' �' __*__ _ ' i0.19Ac N�t •' - '1' ���s�
� i i ' �s i».es o� PQ � FLOOR DRAIN
112 ��47,48�49 ,50�51 �2: ;g a:54'S5 0.39�e.1 Pm Pa.n �5a �Q
�4 l� � ;-?» -�±a e �d�. g a � � �� /� SCOPE OF WORK
;Z�s r4a � ;� �
xo i o� �s.ix � �° >> i�s.i2 � �AND-STUCCO
rwee R.11� �� ��° roe�� I roye r s P.M.435-M-39 �aew raevo RR.0.5 288-M-19 '
CALGREEN MANDATORY MEASERES: s�-�MERRIMAN � ,�, ,�,,, ,o,,, r 7- � ROAD R� �
ss w.+s so zs . z5 . u �s.}2 � ADDITION OF NEW MASTER BEDROOM W/PORCH FOR 10890 UNIT And ONCRE7E
i i -��.,y�-� � � � ., � � �asa � �i.ie n.os � ENCLOSING OF EXISTING BREEZE WAY W/NEW WALLS FOR ADDITION OF.
71_ 70 69'68! 6�166'65 �164' � 128'� / NEW BEDROOM TO EXISTING UNIT 10692 W/PORCH. ��� PROPERTY I_INE
i �
' ' 122 S 83
7. PLANNINGANDDESIGN: �i �9� $i� $ - � <
i
' ' a � i R.O.S.577/13
' ' 63 f49� �
A.4.1082 A PUNS IS DEVELOPED AND IMPLEMENTED TO MANAGE STORM WATER DRAtNAGE ___i_ i i ^ y�' / ADDITION OF NEW 1-CAR GARAGE TO EXISTING.
""_ 1______' 1'_ ____ I_ 1 '" _ �
_i___ _� r I"' T
DURING CONSTRUCTION. _��_ _��,�i /
0 �81 �82 ��83-r�'- i 84 � � /
8.4.1063 THE SRE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATERAWAY FROM � ; i O
BUILDING.CONSTRUCTION PL.ANS SHAI.L INDICATE HOW SITE GRADING OR A DRAIWIGE � '� I27 �s ' ��s.�z zo.za Q` ,7
WILL MANAGE ALL SURFACE WATER FLOW. ' �f �e.o� tae.x � G�
i _
� ^
i
i
_______" I
2. ENERGY EFFICIENCE: _ � rwr-ae___� ��� „ � o ,�y i VJ
�-�--144 / Q
A. 4.201.1 lOW RISE RESIDENTVIL BUILDINGS SHALL MEEf OR EXCEED THE MINIMUM STANDARD � i� 15�^ 87-
REQUIRED BY THE CALIFORNIA ENERGV STANDARD. � � �y 0.233 AG (�
3. WATER EfFICIENCV AND CONSERVATION: �y 13O � m PLAN � �
� � � � � �13B7��i��' INSPIRATION HEIG4TS- MONT W Z
A. 4.303.1 INDOOR WATER USE SHALL BE REDUCED BY AT LEAST ZO%USING ONE OF THE FOLLOWING �91'�0''�' � � i
METHOD: 2 -rmro- i�-is.iz-� +90 -'�- �89-t°�°°0-z i$$es�g �u� � � 7 �
-r T--- `
1. WATER SAVING FIXTURES OR FLOW RESTRICTORS SHALL BE USED. j R.OS�Z r , `�� `/ � O a
�tOrto2 50� Bp���10510f 107 �
2. A 20%REDUCTION IN BASE LINE WAiER USE SHALL BE DEMONSTTtATED. C�c i 13� 'I04� � �� i� ' T �e / �
8.4.303.2 WHEN USING THE CALCULATION METHOD SPECIFIED IN SECTION 4.303.1 �m P� ^� iO � � e �
MULTIPLE SHOWER HFAD SFIALL NOT EXCEED MA%IMUM FLOW RATES. ABBREVIATIONS � � Q
C. 4.303.3 PLUMBING FIXTURES(WATER CLOSETS,AND URINALS),AND FITTING AND(FAUCETS � Q O
AND SHOWER HEADS)3HALL COMPLV WITH SPECIFIED PERFORMANCE REOUIREMENTS. �
D.4.304.1 AUTOMATIC IRRIGATION SYSTEMS INSTALLED AT THE TIME Of FINAL INSPECiION O Q Q
SHALL BE WEATHER-BASED. ACOUST. ACOUSTICAL FH FIRE HYDRANT O.C. ON CENTER � U
AF.F. ABOVE FINISHED FLOOR FLR. FLOOR O.D. OUTSIDE DIAMETER �
ALUM. ALUMINUM F.R.P. FIBERGLASS REINFORCED PLAST�C O.H. OPPOSITE HAND �
4. MATERVIL CONSERVATION AND RESOURCE EFFICIENCY' ANOD. ANODIZED �� FEETlFOOT OPNG. OPENING
FS. FINISHED SURFACE OPP. OPPOSITE J
APPROX. APPROXIMATE F.S. F�OOR SINK OPT. OPTIONAL
A.4.408.1 JOINTS AND OPENINGS.ANGULAR SPACES AROUND PIPES,ELECTRICAL CABLES, AVG. AVERAGE FURN. FURNISHED BV pyyN OWNER SUPPLIED � 1'' �
CONDUITS,OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST � ���
AGAINST THE PASSAGE OF RODENTS BV CLOSING SUCH OPENINGS WITH CEMENT MORTAR, & BOTfOM OF PL. PLATE
CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. BD. BOAR� G�A�LV. C,�ALVAN ZEDE PLUMB. PLUMBING a
BLDG. BUILDING G.C. GENERAL CONTRACTOR P�' P����
B. 4.408.1 A MINIMUM OF 50%OF THE CANSTRUCTION WASTE GENERATED AT THE SITE SHALL BLMG. BLOCKING � G�S PNL. PANEL � U�
BE DNERTEO TO RECYCLE OR SALVAGE. B.N. BOUNDARV NAILING GVP- GYPSUM PR. PAIR � O N
BRG. BEARING PREP. PREPARATIONIPREPARED �
C.4.470.1 AN OPERATION AND MAINTENANCE MANUAL SH/LLL BE PROVI�ED TO THE BUILDING H.C. HANDICAP ACCESSIBLE PT. PARTIPOINT �
OWNER OR OCCUPANT. H.C. HOLLOW CORE � �
CAB. CABINET HDR. HEADER �N� �UANTITY � �
D.4.503.1 INSTALL ONLV A DIRECT-VENT SEALED-COMBUSTION GAS OR SEALED WOOD BURNING CLG. CEILING H.M. HOLLOW METAL f�UAD. OUADRUPLEX OEDICATED
FIREPLACE,OR A SEALED WOOD STOVE. C.J. CONTROL JOINT H.P. HIGH POINT CIRCUIT � p�
C.L. CENTER LINE H.P. HORSEPOWER R.A. RETURN AIR � �
E. 4.504.1 DUCT OPENINGS AND OTHER RELATED PJR DISTRIBUTION COMPONENTS OPENINGS CLG. CEILING H.R.C. HEATING 6 REFRIGERATION �� RADIUS �
SW1LL BE COVERED DURING CONSTRUCTION. CLOS. CLOSET CONTRACTOR(S) RECPT. RECEPTACLE
F. 4.504.2.1 ADHESIVES,SEALANTS AND CAULKS SHALL BE COMPLVWT WITH VOCAND OTHER CLR. CLEAR HT. HEIGHT REINF. REINFORCING �
C.M.U. CONCRETE MASONRY UNIT RE�'D. REQUIRED
TOXIC COMPOUND LIMITS. CNTR. COUNTER HVAC. HEATING,VENTIUlT10N, �
COL. COLUMN AIR CONDITIONING R.O. ROUGH OPENING
G.4.504.22 PAINTS,STAINS AND OTHER COATINGS SHALL BE CAMPLVWT WI7H VOCLIMITS. R.T.U. ROOF TOP UNIT CODE ANALYSIS.
CONC. CONCRETE H.W. HOT WATER
H.4.504.2.3 AER0.50LS PAINTS AND COATINGS 5HALL BE COMPLIANT WITH PRODUCT WEIGHTED CONN. CONNECTION S.C. SOLID CORE
MIR.LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS. CONSTR. CONSTRUCTION I.B.C. INTERNATIONAL BUILDING CODE �CHD. �I�����NVEtJIENCE OUILET
CONT. CONTINUOUS IN. INCHES C O
1. 4.504.2.4 DOCUMENTATION SHALL BE PROVIDED TO VERIFV THAT COMPLIANT WITH VOC LIMIT CONTR. CONTRACTOR INFO. INFORMATION F. TOREF ONT
FINISH MATERUIL HAVE BEEN USED. INT. INTERIOR SHT. SHEET THIS PROJECT SHALL CAMPLY WITH THE FOLLOWING CADES:
C.T. CERAMIC TILE SIM. SNNILAR
J. 4.504.3 CARPETS AND CARPETS SYSTEMS SHALL BE COMPLUINT WfTH VOC LIMITS. C.W. CALD WATER INSTALL. INSTALLED BV SPECS. SPECIFICATIONS ��
DBL. DOUBLE INSUL. INSULATION SPRINK. SPRINKLERS
K. 4.504.4 50%OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WRH THE VOC D.C.O. DOUBLE CONVENIENCE OUTLET I.W. INDIRECT WASTE SQ. SQUARE . .., YO'I$ CA.BUILDING CODE(CBC)
EMISSION LIMITS DEFINED IN THE COLLA80RATIVE FOR HIGH PERFORMANCE SCHOOLS(CHPS) S.S. STAINLESS STEEL ' ��� ` � -
CHPS SOW-EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT ROOR DV1. DIAMETER JST. JOIST � � �� ,s-�,,, ,r 2013 CA MECHANICAL CODE CMC
� J STD. STANDARD i' � � � ...e - ��'{„5 l� � �
COVERING INSTITUTE(RFCI)FLOOR SCORE PROGRAM. pN� ��SION ,iB. JUNCTION BOX STL. STEEL � *'-��=� ^ R 2073 CA.P�UMBING CODE(CPC)
J-BOX JUNCTION BOX STRUCT. STRUCTURAIJSTRUCTURE -- -
L 4.504.5 PARTICIE BOARD,MEDIUM DENSITY FIBERBOARD(MDF),AND HAROWOOD PLYWOOD DR. DOOR � � � '"�" 2013 CA.FIRE CODE(CPC)
USED IN INTERIOR FINISH SYSTEM SH/LLL CAMPLY WITH LOW FORMALDEHYDE EMISSION DTL. DETAIL K.E.C. KITCHEN EQUIPMENT SUPPLIER SUSP. SUSPENDED , ..�...,i. ;....,r S4"t�.'f _ ____ __ DRANM BY: KMc
,..
K W KILpWATTS TI TOP OF 2073 CA EIECTRIC CODE(CEC) -- �
STANDARD,SEE SECTION 4.4.OB.2.1 REGARDING DOCUMENTATION. DF DOUGLAS FIR _._
DWG. DRAWING LAM. LqMINATE T88 TOP 6 BOTTOM , i ��-f J 2013 CA RESIDENTL4L CODE CRC) CHECK BY: _�___
M.4.505.2 VAPOR RETARDER AND CAPILLARY BREAKS INSTALLED AT SLAB-0N GRADE T&G TONGUE d GRCIOVE .,� ' �.'"', _ /"/�:b.A�����
- r Eq. EpCH LAV LAVATORV �� '- {:,� 2O1$ CA CaREEN CODE(CALGREEN) �AT�' 03-07-75
FOUNDATION. TEMP. TEMPERED ( / � , {,���„
E.I.F.S. EXTERIOR INSULATION LBS. POUNDS T.N. T O E N A I L Z Q�3 C A E N E R G Y S T D.
N. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING IS FINISH SYSTEM LF. LINEAL FOOT Typ, Typ�� _ __ SCALE: AS SHOWN
IS CHECKED BEFORE ENCL0.SURE. ELECT. ELECTRIClELECTRICAL L.P. LOW POINT TFF. TO FINISH FLOOR ' ��
---- -- -�- JOB NO.:
ELEV. ELEVATION MFG. MANUFACTl1RER U.N.O. UNLESSNOTEDOTHERWISE -
O.4.508.1 EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING ARE PROVIDED IN ALL EQ. E�UAL MAX. MAXIMUM V. VOLTNOLTAGE CITY OF CUPERTINO MUNICIPAL CODE
BATHROOM. EQUIP. E�UIPMENT M.C. MECHANICAL CONTRACTOR V.C.T. VINYI COMPOSITION TILE � � �- ��' � APN: .�Z��6-098
P. 4.507.1 WHOLE HOUSE EXHAUST FAN SHALL HAVE INSUTATED LOUVERS OR COVERS WHICH ETC. ET CETERA MECH. MECHANICAL VERT. VERTICAL �� '�-""�" -��' � --- -'�-"' ` ' -`"'"""":".'"`"°'�""".'^':^n°'
EXIST. EXISTING �
CLOSE WHEN THE FAN IS OFF.CAVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION. MIN. MINIMUM W/ WITH
EXT. EXTERIOR '
VALUEOFR�2 MISC. MISCELLANEOUS W/O WITHOUT . ������-�\-� ---' �.
F.D. FLOOR DRAIN M.O. MASONRV OPENING W.B. WALL BASE "
R. 4.507.2 DUCT SVSTEM ARE SIZED AND DESIGNED AND E�UIPMANT SELECTED USING THE FDN. FOUNDATION M.R. MOISTURE RESISTANT W.C. WATER CLOSEi
FOLLOWING METHODS: F.E. FIRE EXTINGUISHER MSRV. MASONRY WD. WOOD T 1.O
7.ESTABLISH HEAT L0.SS AND HEAT GAIN VALUES ACCORDING TO ACCA MANUAL J.OR EQUNALAW7 F.G. FUCED GLASS MTD. MOUNTED W.H. WATER HEATER �
FIN. FIN�SH Mn M�q� W.D. WOOD EOUIPMCfYT
2.SIZE OUCT SVSTEM ACCORDING TO ACCA 29-D(MANUAL D)OR EQUIVALENT. FU(T. FIXTURE �W� W�N�W
FLEX. FLEX CANNECTION(8'-0'MIN.) N.I.C. NOT IN CONTRACT WT. WEIGHT
3.SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S(MANUALS)OR E�UNALANT N.T.S. NOT TO SCALE W.W.F. WELDED WIRE�qgRIC
REVISIONS DATE
LEGEND (E)DECK (E)DECK
1/2'WO00 STRUCTURAL PANEL � 66'$" �
CONVENTIONAL BRACE WALL'WSP'TYPE—SEE TABLE R602.3(3)FOR EXTERIOR .
SP PER TABLE R602.10.2 2010 CALIFORNIA SHEATHING NAILING / ���+ f 33�-4� �
RESIDENTIAL CODE. (1IY OSB NAILED W Bd NAILS Q 8:8:12)
ALT ALTERNATE BRACE WALL W HDU HOLD DOWN AT EA END �4'-9' �8�-T �8�-�• � �4�-9• f
SEE DETAIL SHEET 7 � / /
4' CONVENTIONAL BRACE WALL SIZE
------ CONVENTIONAL BRACE WALL LOCATION (E)BO6B SLD DOOR
` (E)2030 SH (E)6030 SLD (E)8030 SLD (E)2030 SH (E)8068 SLD DOOR
� \ :
NEW WALLS FRAMED W/21t4'D.F.#2 STUDS Q i6'O.C. � � ,��� a
EXISTING WAILS FRAMED WITH 2'x4'STUDS TO REMAIN i� i • - ��I �,II
�i (E)WASH./DRY. I�
______ EXISTING WALLS TO BE REMOVED � � �-i� WH � O �
�E)�R� I �� \(E D�R
NOTES: i � i �
'I. LUMBER.ALL JOISTS,RAFTERS,BEAMS AND POSTS 2'TO 4'THICK SHALL BE �
No.2 GRADE DOUGLAS FIR-LARCH OR BETTER.ALL POSTS ANO BEAMS 5'AND _� ,
THICKER SHALL BE No.1 GRADE DOUGLAS FiR-LARCH OR BETfER. (E)KITCHEN � (E)BEDROOM#2 (E)BEDROOM#2 � E KITCHEN �
No.3 OOUGLAS FIR-LARCH OR BETTER SUPPORTING ROOF AND CEILING ONLY � �
h
2. PROVIDE DOUBLE TOP PLATES 48"LONG IAP AT ALL BEARING STUD WALLS �
rn
3. PROVIDE ATTIC VENTILATION AS REQUIRED BY CBC CHAPTER 15.VENTIUITION . a
SHALL BE tl150 OF THE AREA OF SPACE TO BE VENTILATED. U
(E)BATHROOM (E)BATHROOM p
4. RAFTERS SHALL BE FASTENED TO TOP PLATE WITH H2.5'SIMPSON � I � ��
FASTENERS AT ALL END OF RAFTERS � . � O O
� 0 �a_
��
>C N
o i S � m'D s
i
Z �O o a
3j \ � �� 3 � a� �
w'; \�� W
NOTE: � O �Oo ��� ��j��i �
A MINIMUM OF 1 WINDOW IN PROPOSED BEDROOMS ��� ' \ �J°oJ�
SHALL HAVE A NET CLEAR OPENABLE AREA OF 5.7 SQ-FT
THE MINIMUM NET OPENABLE WIDTH DIMENSIONS SHALL BE 20" I i � � (�� � e wnu MouNrEo
AND THE MINIMUM NET OPENABLE HEIGHT DIMENSION SHALL BE i' ( > G/�-� � � �-�� �+�nreR
_� HE�VTER MOUNTED � .� n Q
24".THE BOTTOM OF THE CLEAR OPENING SHAII NOT BE MORE z
44"ABOVE THE FLOOR. ;' ;
�. w
MINIMUM INSULATION (E)LIVING ROOM v
REQUIREMENTS (E)LIVING ROOM ENr°nv°000Rrxi'Ezrro
� WALL AND REMOVE
. EXISTING WALL.
WALLS: R-15 (E)BEDROOM#1 (E)BEDROOM#1 sLIDE EXISTING ENTRY CONDEMN EXISTING
SLIDE OVER EXISTING DOOR NEXT TO WALL � WIN�OW OPENING
ENTRV DOOR NEXT TO � AND FRAME OPENING AN�FRAME Wl 2'x4'
CEILING: R-30 WALL AND REMOVE W/2'x4'D.F.#2 STUDS �.F.k 2 STUDS�76"
EXISTING WALL. � . �18'O.C. � O.C.W/R-13 IN L.
3� SLIOE EXISTING ENTRY (E)CONCRETE TO PUNCH OPENING .� 3
DOOR NEXT TO WALL REMAIN.-NEW INTO EXISTING
o; � �U CONCRETE TO MEET �j WALL&CONSTRUCT S
z =� AND FRAME OPENING � uiI AND MATCH EXISTING m � NEW DOOR TO 3�-� TOILET W/728 GAL
;; � W/2'x4'D.F.#2 STUDS � m�� � . BEDROOM. � ; PER FLUSH
MATCH LINE A RIGHT � �16'O.C- � � /% � � . W
� . . z , J � (E)WINDOW .. (E)WINDOW w V U v � � MSTC STRAP
� U t \ \
MSTC STRAP�� � � - � - � - � � � � - � � I ro � SHELF&POLE � � �
� . . . . . . . . . . . .. . . . I I�m`+ � CLOSET
� � � . . _ . _ . . . .. 4'-0' S Z , W S 4'
I U I
I (N)5068 BY PASS ��
I I� (N}COVERED PORCFi � � (N)BATHR: I S NTK RooM Q
i = N � F�ooR:rwEs (N)BEDROOM#3 �� '�S" O
. y = i` �-� /-� Z � �
I, Q . . . . . . . . . . . . . .
I ^ $ (N)BEDROOM#3 o Q �q �3i iq �2: <q ��i V a N A Z
�� e� — ` � �
z 4 Z (N)PORCH S R � ne.o 4 Z �
� `_/ . . - . . . . . -4"x6•D.F.#7 POSF � � o
FLOOR:TILES � ENCLOSED IN 12'SQ.BOX (N)ENTRY BAT�'�TUB 8 SHOWER3 SHALL BE � � � W
�� ��I � � � �Wf3'HIGFFSTONE- PROVIDEDWITHINDNIDUAL ' z O d
! VENEER.TYP. � PORCH CONTROL VALVES OF THE �
(E)2-CAR GARAGE � Z � U
o i � f- � � � - � I . . . . . . . • . . . . . . PRESSURE BALANCE OR �
� N i V � 14�2� � �'�� � THERMOSTATICMIXINGVALVE �
� S . � . . . . . . I . . . . . . . . ' . . . . . .. . . .�I 4�'�+ S TYPE(PER CPC SECTION 420.0) y /� � 0
I MSTC STRAP �� \ V . , , . .. . �i .�_ . . ,�Y., . . . .�. I PROVIDE A SMOOTH,HARD,NON- a ��/�J �N J a
i � � (. N i n . ... U `�I o � o� � o � ABSORBENT SURFACE UP T0 72" c�i �4� a /1 Q �
I w = \�� � �� � ABOVE THE DRAIN INLET AT TUB. z is
�/ � � � � -- --- � � U
\ N)5040 H \ �
E)BATHRM. �W � � O � J
s s
I _ � � 4,-0" 4'-O" O w �
(E)WORK SHOP 3'HIGH STONE C Z
�,�i �? VENEER � (3)COATS 7!8'STUCCO � � �
MSTC STRAP N �`� i" EXTERIOR FINISH OVER(2
MSTC STRAP � ��" � 6�-�Ou ` 6�-�O� �LAYER CLASS D PAPER WI O N
� � � / �„ ��-0� ��-0� TEXTUR AND CO OR T�O MATCH � �
I �` f 4'�� � � 5�9� � � �2�'S° � s�-9" � 13�'8� �EXISTING. O
I ALT 2'-8' N --� � - �
4'-0" 5
I � � �i,fE)WASHER&DRYER / Z4-3� / p
��L��i 3TACK UP TYP �
! CALGREEN REQUIREMENTS NOTES: �p
� (N)1�AR GARAGE � ��� ' � ALL FIXTURES P�UMBING FIXTURES SHALL �
/�\ BE UPGRADED TO COMPLY WITH CURREN
�5/ ZO CALGREEN MANDATORY MEASURES:
A �� o � n � A.TOILET=1.28 GAL PER FLUSH
M �.0 SEE FOUNDATION PLAN Uw m � �I B.KITCHEN SINK=1.8 GALxMINpTN�6@0 PSI
� fOR SLAB. y(9 '- � D.LAVAT/ORY EtA.S GAL xMIN�80 FS�P51
I 8'CONCRETE STEM ��� � �� (\�,� ����_f'' [ d
%� iil J��_
�m� I� . � .�.,. �.�..'��..?�F��--�°rs��.X.L..,�`.�'��r�'
WALL _ _.._..n _ �
�I ��' I MATCH LINE A LEFT ;?t".a s��'�Li�i t4Jdr
� � ..r,,.,...
4'-0' I �,..,
'� AL 2'-8" °D
N � I y� DRANM BY: KMc
I I , � ���� . .:.,.. �`9�'��,_� �—f i�w�...r.�.�.....ae CHECK BY:
\ \ ��Hs \ \ SECTION DESCRIPTION DIMENSION AREA � ""�-`"- on�: 03-o�-is
�1�� MASTER BEDROOM#3 14'-0"x 13'-B' 191 SF
�S 3()COATS 7!8'STUCCO �S �� �� �SCALE: AS SHOWN
EXTERIOR FINISH OVER(2) �2� ENTRANCE PORCH 12'-6"x 8'-9' 84 SF
4'-0" U1YER CLASS D PAPER W/ 4�'4� JOB NO.:
APPLIED OVER PIYWOOD. :3� COVERED PORCH 24'-3':12'E' 303 SF "
TEXTURE AND COLOR TO MATCH _� . .. _.„......:::.........�,-„�;,�,�,
3'HIGH STONE �ISTING. �;4�. BEDROOM#3 14'-4-1l2"x 17-0' 173 SF � APN: �2-�s-�9$
VENEER '5: 1-CAR GARAGE 22'-0"x 73'�" 293 SF � ��
I 22�� I PROPOSED TOTAL ADDED AREA 1041 SF
PROPOSEDTOTALADDEDLIVINGAREA 384 SF
PROPOSED TOTAL NON-LIVING AREA 680 SF A 1.O
PROPOSED FLOOR PLAN SCALE:1/4•=,�-a•
REVISIONS DATE
(E)EXTERIOR FINISH �
REMOVE EXISTING STUCCO AND ���-�-�
REPLACE W1 1/Y GVP.
(2)2Sc4"D.F,p 2 BOT.PLATE
EXISTING LIVING ROOM
2'x4'O.F.#2 RIM JOIST.
(N)BEDROOM ADDITION (E)EXiERIORWnIL FRAMEDW/Yxa•
D.F.#2�18'O.C.
4'THICK CONCRETE �
SIAB-SEE FND PLAN. (E)Zk8'D.F.N2 FLOOR JOIST
�16'O.C.
10 MIL VAPOR E � (E)F.F. � W
BARRIER r—��� =�� $
\ � I j ��� � �
. � _
(E)ANCHOR BOLTS
4"DRAIN GRAVEL � �) I
I
'"�`✓".\����U �� i /i
PROVIDE METAL S�H�L�
BETWEEN WOODAND z�
CONC. � m� . .. . � �'�_i J ���/ c
(1)#4 RE-BAR TOP S BOT. - - �l 6d� �
(CONTINUOUS) �T� ��
a
12'LONG#4 DOWEL W/ (E)CRAWL SPACE a
5'MIN EPDXIED INTO �
EXISTING W/SET-XP� V
36'O.C. � � I � �
- (E)8'CONCRETE �
• FOUNDATION STEM � O q
WALL. � ---� I � U�
❑ �Q~
m�
I� ... �r �� �
CONNECTION TO EXISTING DETAIL ' , x�� �
SCALE:NONE � � f ♦ -�
�
���o � '�,, ,��c�
a> �
; �:!-�> � � ��i�
� � �
;
MATCH LINE A RIGHT
� �
� �
I �
I I
I i
� � A (E14'THICK CONCRETE SLAB . #4 DOWELS x12'LONG W/5"
� i ; �� To REMAIN. (NI CONCRETE SLAB AT MIN.�36"O.C.W/EPDXY
f � PORCH. INTO ISTING.TYP.
' I
1 (E)2CAR GARAGE I : / / �� � B
I � i nz.0
i �
i �
� (E)CONCRETE FOOTING. � r —� �I I
. ————————————— �
„ r------- S —�---
��' � I �I' wis i�Kno��o cnucEue a�-o'V'I � e ��I �°�
c (N 8'THICKENED WELDED WIRE ���\
� I I E�E CANCRETE REINFORCED MESH OVER � � � Q
� I I 5�0� 2'SAND OVER/4'OF 3/4" � �I � 4'THICK CONCRETE SLAB 72'WIDE CONTINUOUS V
DRAIN ROCK OVER ���, W/6"x6'No.10 GAUGE CONCRETE FOOTING BURIED
� � (E)4'THICK CONCRETE � COMPACTED NATNE. I I WELDED WIRE � 12'DEEP UNDER
� #4 DOWELS x12'LONG W!5' � $LAB TO REMAIN: ��y REINFORCED MESH OVER 1 UNDISTURBED SOIL. O
MIN.@ 36"O.C.WI EPDXY 4 I I I 2"SAND OVER 10 MIL
I INTOEXISTING.TYP I SEAL SURFACE W/ N I � � VAPOR BARRIER O/4'OF �/ Z
I 6 � APPROVEDVAPOR � I I I COMPACNED°NATNE.R :-��1 Z z �
BARRIER PRODUCT. 24'SQ.CONCRETE FOOTING ��
I � ne.o � 10 w��u a encH 8 �� I Q W
n
�-- --------- -------------� .� ns.a � w _rrP n3.o � � �p., a
\ �,O 11 � 4'z6'D.F.#2 POST W/ �. � � � � �� � �
� � A8.0 SIMPSON CAP AND BASE. � � � U
� r----�-------- --------�----� I I \ I I 5
°o AL 2'-8" � °O � Y _ '� _ 4'-0' S I �y yyIDE CONTINUOUS � AfiA �
I I N CONCRETE FOOTING BURIEDI � Q
4'-0' S 8•THICKENEDEDGE A6.0 L---_--- �,,,i� _________ _____J I I 12"DEEPUNDER S 4' Z Q �
� � � � \
I I p rt r I I � �' UNDISNRBED SOIL. �
�-OI .y (N)�-CARGARAGE � �v� � i — — — . �-�— ----------J O Q Q
� U
1�-0� OG� (N 8'THICKENED — — — — � �
� S�B CONCRETE Q J
� 4'THICK CONCRETE SV1B � 5 � � W �
� WEL EDWIREGAUGE ' �p 4'
( 1 4'-0' � Z
-,.�, A6.0 � REINFORCED MESH OVER � m b�i � \v! � g'_O� � 8�-0" � B'-9" � � Q
2'SANDOVER/4'OF3/4' � �
I DRAIN ROCK OVER �
� COMPACTED NATIVE. � �-- ; .
� (N)12"WIDE CONTINUOUS � ��J �R'� � (N)4'THICK CONCRETE SLAB. O O N
I � CONCRETE FOOTING BURIED
\ �
CG
� tY DEEP UNDER �1`� � � O
,
� ' UNDISTURBED SOIL. I I \ �� �-���
4'-0'�I � : � /� _ NOTE: �
I L--��----------- --J �� � �--,
________ �IALT 2'-B" _ CONTRACTOR SHALL EXPOSE EXISTING FOOTING PRIOR TO �
I I`� �� CONSTRUCTION AND MATCH NEW WITH EXISTING. �
� — � � 41� (O
o —
+9 0
� � �$ �'OG� MATCH LINE A LEF �
4'-0' ��� 4'-0'
� j" �f
� zz-0- � LEGEND ' " �^'�C�,✓ (�"'+
1l2'WOOD STRUCTURAL PANEL SEE TABLE R602.3(3)FOR EXTERIOR �'"'J MINIMUM INSULATION
CONVENTIONAI BRACE WALL"WSP'TYPE—SHEATHING NAIL�NG //� � j � �i �/ REQUIREMENTS
FOUNDATION NOTES: sP PER TABLE R602.10.2 2010 CALIFORNIA pSB WI Bd NAILS /' -
� RESIDENTIAL CODE. � �s'8'�Z� + / � r_y�•i �� �7_'�J
1. ALL FOOTINGS SHALL EXTEND 12'MIN.INTO FIRM UNDISTURBED SOIL. � 1'.7 l � . , �-� . .l . . . ,._. _ DRAWN BY' KMc
. -.,.;.:� - - --- ----
2. PROVIDE SIB'X 10'ANCHOR BOLTS WITH 8'MIN.EMBEDDMENT ALT ALTERNATE BRACE WALL WITH HDU HOLD-DOWNS AT EACH END WALLS: R-'I$ CHECK BY:
INTO CONCRETE.MAX SPACING TO BE 48'o.c.WITH 2 A.B.MIN.AT EACH SEE DETPJL SHEET A7.0 DATE: 03-07-15
SILLBOARDAND4"MIN812'MAXFROMENDOFSILLPIATE WITH � CEILING: R-3O �����������
3'x3'�'x.229'STEEL PU1TE WASHERS�0.8. 4' CONVENTIONAL BRACE WALL SIZE SCALE: AS SHOWN
-
3. ALL HOLDDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION ------ CONVENTIONAL BRACE WALL LOCATION - �� � �� ��� � JOB NO.:
INSPECTION.
NEW WALLS FRAMED WI Z'x4"D.F.#2 STUDS�18"O.C. � ��
q. FOUNDATION ELEVATION AND ORAINAGE SHALL COMPLY WRH
APN: 342-16-098
EXISTING WALLS FRAMED WITH 2'x4'STUDS TO REMAIN
C.B.C.CODES AND REGUUITIONS NOTE:
-----= EXISTING WALLS TO BE REMOVED A MINIMUM OF 1 WINDOW IN PROPOSED BEDROOMS
5. SURFACE WATER SHALL BE ORAINED AWAY FROM BUILDING 5'MIN.�5%
6. ALL FOOTING SHALL EXTEND 12'MIN.UNDER UNDI5TURBED SOIL.
SHALL HAVE A NET CLEAR OPENABLE AREA OF 5.7 SQ-FT
THE MINIMUM NET OPENABLE WIDTH DIMENSIONS SHALL BE 20" AZ.O
� 7. ALLNEW FASTENERS ATfACHEDTOPRESSURETREATEDW00DSW1LLBE AND THE MINIMUM NET OPENABLE HEIGHT DIMENSION SHALL BE
HOT DIP GALVANIZED ZINC.
PROPOSED FOU N DATION PLAN SCALE:1/4"=1'-0" 44"ABOVE THE�FLOORHE CLEAR OPENING SHAII NOT BE MORE
REVISIONS DATE
- - - - - - - - - - - - - - - � � - - - - - - - -
- - - - - - -
�
� � � � a
I � � �
� � � � �
� ' ,� � I (E)4:12 I
Y (E)4:12 �
v ,�I
w W � W W \`�. �.,
� � �s�r� a
I (Ej 4:12 I Q
I I �
� � I I (E,� U c
� o
� � � ( �
U a^
� M�
I I I i � �� �
- - - - - -- - - - - - — — — — - - - - - - - - - - - - - � �oo �
a C
I I
I � ��,2�,2 'N12�12 �I � I I I
I i �' �' � ?I = � I I i
I i I I I
I I �__� �- - - J I I
I � � I I � � I
I � < < } I I { � � } I
W W � W
I I I I
I I I I
I I I i
I I I I
I I I I
I I I I
I � \ I I (E)4:72 I Z
� � � - � - � �
� J v
I � e � � I � o
? Z
I ? I � Z �
I (N)4:12 I O w
��} O a
- - V- - - �/ � U
0
� Q
w � �
� � a
O � U
�
� J
Q
o�� � Z
LL Q
�
� O �
CO
(N) ROOF PLAN (E) ROOF PLAN � = o
--- SCALE:1/8•=1'_0• SCALE'1/8'=1'-0" Z �
� O
�
VJ
X
W
�/� J'�,
� . .. I�7 J �!+�!...,�.", ..,.�::.r.�:+��.. DRAWN 8Y: KMc
, � . CHECK BY:
/��� /'�) ,,/) �% DATE: 0307-15
,���J^ � y'y •:,7` �''_�J y . . .. . ....,. SCALE: _AS SHOWN
�/ &J �
JOB NO.:
'�� APN: 342-16-098
�
A3.1
REVISIONS DATE
NOTE:
A MINIMUM OF 1 WINDOW IN PROPOSED BEDROOMS
SHALL HAVE A NET CLEAR OPENABLE AREA OF 5.7 SQ-FT
THE MINIMUM NET OPENABLE WIDTH DIMENSIONS SHALL BE 20"
AND THE MINIMUM NET OPENABLE HEIGHT DIMENSION SHALL BE
24".THE BOTTOM OF THE CLEAR OPENING SHAII NOT BE MORE
44"ABOVE THE FLOOR.
i ASPHALT SHINGLE.
OVER(2 LAYERS OF 15 MINIMUM INSULATION
COMPOSITION SHINGLE ��� #FET OI1/2"OSB
OVER 15#FET 0/1/2" � SHEATHING NAILED W/ REQUIREMENTS
Bd NAILS�6:6:12
OSB SHEATH ING ��
NAILED WlBd NAILS� i� 72'x24"ATTIC VENT.
8:8:12 WINDOW.
� . , ( � (E)CHIMNEY WALLS: a
iz•x2a•nrric veNr. � CEILING:
yy�N�yy � � � � - COMPOSITION SHINGLE
\ �~..�� . . . ,�� i2 �1Z. . . .� /. . OVER 15#FET O/1/2'
� �� ; 4� —14 � � � OSB SHEATHING
RAF6TERF.#2 BARGE � k�_ 12 . . . . � . . . . . �y . � 6 6112D WI Bd NAILS�
� . .— . . . . . . . . . ... . . �4 . .�
. .. . . . . . . . . . . . .�: . . .. �4 RAFTER..#2 BARGE
�TOP PLATE . �. . . . � �. � . � : . . �. � . . .W
a
(g� <
'�N EXTEROR F NISH OVER(2 \ � p
LAYER CLASS D PAPER WI �1 ( � (3)COATS 7!8"STUCCO ��`�'
� APPUED OVER PLVWOOD. EXTERIOR FINISH OVER(2 O C
TEXTURE AND COLOR TO MATCH
4 EXISTING. LAYER CLASS D PAPER WI r`O
°D WEEP SCREED APPLIED OVER PLYWOOD. v�
(N)4 0 3 0 H S TEXTURE AND COLOR TO MATCH U a^
(N)4 OHS �
SLOPE GROUND AWAV � � EXISTING. ,.,�
F�ROM BUILDING S MIN. �_ � WEEP SCREED � ��
Q SLOPE GROUND AWAY � �a �
\ \ STEM WALL � / F�ROM BUILDING 5'MIN. � O o
aC
� STONEVENEER �� STONEVENEER
� 4"x6"D.F.#2 POST
ENCLOSED IN 1Y SQ.
� BOX W/STUCCO FINISH
4"x6'D.F.#2 POST -TYp.
ENCLOSED IN 12'S�.
BOX W/STUCCO FINISH
_7yp_
WEST ELEVATION
_...__-- - SCALE:1/4•=1._�..
COMPOSITION SHINGLE COMPOSITION SHINGLE
OVER 15#FET O/1!2' OVER 15 k FET Ol tY1'
OSB SHEATHING OSB SHEATHING
NAILED W/8d NAILS Q 6 BILED W/8d NAILS(�
fi:6:t2
ADDRION( �EXISTING ��
PROVIDE MSTC30 STRAP
ATWINDOWOPENING.-TOP . q��---'�.\;�--�_�2�4
AND BOTT.
� �..... "._ .._....,� `\ � Q
. . . . . . . . .. � - .... ..__., ..
. . . . . . . . ' . . . . . . ... . . . . . _ ._ . . -. ,. .._ ._, �..�
2'x 6"D.F.#2 FASCIA \ . . .. `� . . . . . . . . �.. ` `�
OPTONALGUTTER � � �. . EXISTINGBUILDING � � � � � . .\. Z
. � . .. 2k6'D.F.#2 FASCIA BOARD W/ � � � � � \ _ � Z �
� TOP PIATE � � METAL GUTTER. — -; � . . .- � . ����, w
3)COATS 7/8'STUCCO �/ �MTC STRAP / \ EXISTING BUILDING J O a
�
� � � �
TERIOR FINISH OVER(2 Q
LAYER CLASS D PAPER WI ��} %.�� ���:�� /����� ..-��� (N)1020 HS
APPLIED OVER PLYWOOD.
TEXTURE AND COLOR TO MATCH �/� Q Q
Q EXISTING. y/ Q
m
SLOPE GROUND AWAV (E)WINDOW (E)WINDOW . O Q
FROM BUILDING 5'MIN. � / �
(�5%. _ WEEP SCREED-- (N)2040 SH (E)WI EDOW (E)WINDOW j
Q 4'z8'D.F.#2 POST � a
� \ STEM WALL � - ENCLOSED IN 12'SQ. — � \�-� � �
BOX W/STUCCO FINISH� J
� � '1 -IYP. �-� Q W H
/ Z
I�,2^� � STONE VENEER �'$^� w � Q
STONE VENEER � WEEP SCREED PROVIDE MSTC30 STR4P J N
AT WINDOW OPENING:TOP �
AND BOTT. � ENGINEER FILL / ��� uJ O
(3)COATS 7/8"STUCCO G�
� i = �
EXTERIOR FINISH OVER(21 � )EXISTING
LAYER CLASS D PAPER W/ AODITION - �
APPLIED OVER PLYWOOD. O
TEXTURE AND COLOR TO MATCH �
EXISTING. O
a--
� ••��''��` .��'. Y.',. .� ,-.�• ' ��F:..+1F-..:.,�"-�,�cf'-:...._� ..........
�� " . �� � DRAVYN BY: KMc
,. � . - - --_—____.
�' . � � �� � ��� � �� CHECKBV:
SOUTH ELEVATION �`�+'�-� � � ��J� oATE: - 0��_,5 _
SCALE. AS SHOWN
JOB NO.:
..- -- --_. _ __ �� -
SCALE:1/4••=1• 0• - ----
,' �, e APN: 342-16-098
4�.��—
A4.0
REVISIONS DATE
(E)COMPOSITION E j ADDITION FELT O/S12 OSBHISHEATHING 5 W
Sh11NGLE ROOF EXISTING a
12 ,-�� �y (MATCH EXISTING).
4�'.,:__..__..;��4
� :.,_ _..,.._.�� ..
. � " ����:. . . � . . � . � . - . . � � . . . . . . . . . . . �. . .. . . . � � . . . . . � . � . � . . . . � . ; . . . . . . . . . . . . . . .. 2"xG FASCIA BOARD
GUTTER-0PTIONAL
� - �____ . . . . . . . . . . . . . . .. . � �.. . w � . � �. �. . � . . �. . . �. . � . . . . . . . . . �� . � . . . . . . . . �. � . . .
��/�/'� � � �_\ - . . . . . . . . .. . . . . . . . .. _ . .. �. � . . . . � . . � .. . . . . . . .
�-' . . �,...\� i 12 12 . . � � . . . .. �. . : . .. .. .. . . .. . : . � . . . . . �. � . �
, �_ Tj4 ..,
�- a
/ \ MTC STRAP� � MTC STRAP MTC STRAP V
� E �W��PL�ED OV�R PLYW�DST�EXTURE ,�o
AND COLOR TO MATCH EXISTING. Q q
(E)WINDOW EXISTING BUILDING 0
. \ °P W/STUCCO FINISH U a�^,�
� (E)WINDOW r
\ E WINDOW (E)WINDOW N 4000 HS W E E P S C R E E D j W E E P S C R E E D ,r"„� �� �
E7(ISTING BUILDING (�
x�
�\ W/S T U C C O F I N I S H . / � SLOPE GROUND AWAV � p N �
L/ / FROM BUILDING 5'MIN. y �
\ \ ' �2%..
\ \ � \ �W�APPL�IED OVERPLYWOODST�EXTURE
\ AND COLOR TO MATCH EXISTING.
FILL
NORTH ELEVATION
SCALE:1/4"=1'-0"
Q
LL Q
� ROLL COMP.OVER 15# � U
FET O/1l2'OSB O O
SHEATHING NAILED W/ Z
Bd NAILS(�6:8:12
2'x6'D.F.#2 RAFTERS - � � 2'z6'D.F.#2 RAFTERS
A � Z �
WI CEILING JOIST�24' \ WI CEILING JOIST�24' � �•0 PREMANUFACTURED U a
O.C. O.C. � TRUSS Q 24' O
�i� � O.C. \ W � U
COMPOSITION SHINGLE /� Z � / COMPOSITION SHINGLE � 1 �
r OVER15#FETOIt/2" \ .A O
OVER 15#FET Of 1/2' e � 12 � � � O58 SHEATHING ���
OSBSHEATHING �Z �Z � �, � '��� 12
NAILED W/8d NAILS(� q p �4 . �' ; 4 i� NAILED W/Bd NAIIS�
1'2 �'�,� 12 �� �� / 1 6'6:12 � �
6:6:12
� �4 � �
PRE-MANUFACTURED /-' 4rT �4 �/�� / R-INSULATIIXJ � �C �a OpTIONAL IA BOARD-GUTTER O � U
TRUSS�24'O.C. � 1` �
/ ";Xx XC,,n;-xC`.i � �
�TOP PLATE / . ��-�� TOP PLATE �
J
� / � � ��" V �
---- --------�------ I 2Sc4"D.F.#2STUD5 16'O.C. � v W Z
'I/2'GYP.FINISH @ � W/R-'13 INSUL. � � �
WALLS AND CEILING. iv
3 COATS 7/8'STUCCO
(3)COATS 718"STUCCA � �� � ERIOR FINISH OVER(2 � r/� a
E(X)TERIOR FINISH OVER ��� . e �- �� f1)
PAPER W APPS ED 4 A6.0 � LAYER CLASS D PAPER WI 4 v' N
N MASTER APPLIED OVER PLYWOOD. Q)
(N)1-CAR GARAGE � ) S NG AND COLOR TO MATCH ZO O O
OVER PLYWOOD. ao Bo �
TEXTURE AND COLOR BEDROOM
TO MATCH EXISTING. 4'THICK SLAB-SEE WEEP SCREED
SLOPE GROUND AWAY � (N)PORCH (N)PORCH (N)PORCH FOUNDATION PIAN / SLOPE GROUND AWAY �
FROM BUILDING 5'MIN. � � � � � � . � � FROM BUILDING 5'MIN. � 0
Q 2%.. STEM WALL � 1:10 SLOPE �5%. STEM W�� � ` � O
� � � _ � J �
/ �
-:�.::�_....,.. _
\ � �� � ��
� �
`�\ e \� � 8.0 \� / 8.0 \�� �. 7 J
A6.0 OVER EO�MIC�L VAPOR �0 W
BARRIER O/4"DRAIN
ROCK.
MINIMUM INSULATION
REQUIREMENTS
DRAWN BY: KMc
j��������� 1�� WALLS: CHECK BY:
_,,.,..�_�. CEILING: onre: _oa-o�-�s
_._.
� SCALE: AS SHOWN
i .� �. .�. . . . ,':...'. -- -_-_
��� � '� ��v��, JOB NO.:
. NOTE:
APN: 342-16-098
�� CROSS SECTION A�A SHA'LLHAVEOANETIC�LEARIOPENAB EE REAOO571SQ-FT
___ _ _..- THE MINIMUM NET OPENABLE WIDTH DIMENSIONS SHALL 8E 20"
scn�e:va•=r-o� AND THE MINIMUM NET OPENABLE HEIGHT DIMENSION SHALL BE A5.O
24".THE BOTTOM OF THE CLEAR OPENING SHAII NOT BE MORE
44"ABOVE THE FLOOR.
REVISIONS DATE
(N)GABLE ROOF O/ENTRY -��
PORCH
(E)COMPOSITION �
SNINGLE
CONS7RUCT NEW-� �
EXTERIOR WALL WI �. .
2"x4'D.F.#2 STUDS�
16'O.C.
ADDRION( -�-------�EXISTING ONVE PROPOSED PORCHRE--. ' �
(NICOMPOSITION II . 12 _ 1y
3h11NGLE OVER 15#FET . 4r� "� ._-�4
� -.
�.\
O/1/2'OSB SHEATHING ��� - .. ..
NAILED W/Bd NAILS� . �-� � �
6:6:12 �, I �` r--
� ---�-- -_ _._. ____-�--.. .._ .__ - __ _._ � , � � - _ - -� �
---- ---�- - -- � -----_ .. -�--_... ..._ .___ -..-� y.r .
, .T ....� _1_ .... _\� d
�, _.., � � � . T_� -. ...._. � --.- . -_..
�., .:�_7 L �. _._ i_ �-:. .----- - .__------ �'."...�- - -\\
25c 6'D.F.#2 FASCIA------ � . . _ , , - - �--_ . .._ -�. � � __..
--- � �
BOARD W/GUTfER �� �� - �� � ' - � E BUILDiNG , .-TT-- -d------ --- � -
� �- r� - (1 �-�- — i'%' ����
-�-�_- GABIE ROOF----- � T
_- _ _, ^
OPTIONAL. �-�-`T-- ' � .�_, ��12�_ �� _ __ � ,
1-
� ��
� ,�' � �� " �\�'
TOP PLATE � � ..:__ . �. : � �/--�--..._----- --- ��----- --- - . \\s�
� —-- -J--
6 L �
� --- ---- - ----- �
\- - -- -_ _____.__ — - -�--- _
) � \ --- - --_ --_==-i� i=- --- ------- -,
� � f �I _ ..._._...- _- - - � -f �(E)DECK HAND RAILS
, 3 COATS 7/8'STUCCO . �� I i...-- -� � t- , �,� �'�.
ERIOR FINISH OVER(2 - � I I � '�, � �
LAYER CLASS D PAPER WI �). � I II . II � �{
�� I i �/ I I o�
APPLIED OVER PLYWOOD. ,
TEXTURE AND COLOR TO MATCH ��� � 'I 'j � I
4'�� EXISTING. I III I '�
m __ _ _ (E)HOME INTERIOR I� �
_ ��I� � I (E)WINDOW �c�ii � _ O
- vi
SLOPE GROUND AWAY-, . . � I I �
I 4 H w
N O40 S
� E 2 C A R G A R A G E I ()
F
O I � I
ROM BUILDING 5'MIN. ' . . �I ,
i I
OA
� ��I�_-----� �i 4'x6•D.F.#POST-�-- ---� �
5%. i O
����. � , . i ��� E DECK I�''.
: , . �, . �) .�
ENCLOSEDIN U
�
4, I
n
� � - . l � ��. i N PORCH I ..
� STEM WALL ', `��; � _J�',Ir .J n ,��----- 1Y S�_BOX...._. ._.---�.__._ � () =..- -_-._. . ._.._. . ---- -------- -- -�-- - -_- i .�, r�N
- i �
7'-2' I � —�- � �%I � �p e
I_� (31COATS7/8'STUCCO- ._ . .. .._� - - -- �� ---� -- , .�I I I �wQ C
EXTERIOR FINISH OVER(2 O o �
I I _� I N
STONE VENEER----J WEEP SCREED--�-�- UIYER CLASS 0 PAPER WI !i ., ,. , ' � a..
APPLIED OVER PLYWOOD. (E)UNDER FLOOR �� : - . I
TEXTURE AND COLOR TO MATCH '�� ���. '� � ' � I
IXISTING. ', � �. AREA � ..�� I�
(N)4'THICK CONCRETE SLAB---� _-. ���: -- I /1�I�I, I�I�,
II' __.- .-.__------ I N .
I TIN - -ADDITION ADDITION � -�EX STI G
EX S G - - ( �
� )
(E)EXTERIOR STEPS BEYOND
i�
(E)BUILDING FLOOR STRUCTURE -
CROSS SECTION B-B
SCALE:1/4'=1'-0"
Q
U
Z °z
Q ~
z �
� � a
�
Z L U
� � Q
Q O
� �
U � ¢
w � U
�
J
(n W Z
� � a
�
O O N
�
� O
U = �
0
�
�
0
�
� _ . ,� ,,� ,��.�-�i� -/�
� .� a �� : .� � ,.
�___ r._. . _ _
. DRAWN BY: c
. ., .. .,. .. � . � CHECK BY:
�/J���j) ��+/J /] DATE: 03-07-15
�J"`^;.�i.dii"i G I ..... . .. ��_� + _/5' SCALE: AS SHOWN
� JOB NO:
APN: 342-16-098
_ .._. , � NOTE:
�. - A MINIMUM OF 1 WINDOW IN PROPOSED BEDROOMS
SHALL HAVE A NET CLEAR OPENABLE AREA OF 5.7 SQ-FT
THE MINIMUM NET OPENABLE WIDTH DIMENSIONS SHALL BE 20"
AND THE MINIMUM NET OPENABLE HEIGHT DIMENSION SHALL BE A5.�
24".THE BOTTOM OF THE CLEAR OPENING SHAII NOT BE MORE
44"ABOVE THE FLOOR.
COMPOSITION SHINGLES OVER
REVISIONS DATE
�� 15#FELT OVER 1/2'OS8 COMPOSITION SHINGLES OVER
t'2'GYPSUM INTERIOR NAILED WI Bd($6:6:12 /� 15#FELT OVER 1/2'OSB
�FINISH W!R-13 INSUL.� � NAILED W/8d Q 8:6:12
I j� (OPTIONAL AT GARAGE) � PRE-MANUFACTURED TRU55� ��
I 24'O,C,. � � 2'k6'D.F.#2 RAFTERS�16'O.C.
(3)COATS 7I8'STUCCO I �� �
EXTERIOR FINISH OVER��� � / / 2'x8'D.F.#2 CEILING JOIST�18'O.C.
/
2-LAVERS OF CLASS D 27�4'P.T.SILL PLATE W/5/e' / / / � R-30 ATTIC INSULATION
PAPER W/APPLIED OVER x 12'LONG A.B.W/
-�� PLYWOOD,COLOR, I � (8)16d NAILS EA ENU OF RAFTER/JOIST
� ��ce'p2 o.F.aOST vER vinta TEXTURE TO MATCH MAIN I 3'x3'x.229"STEEL PLATE 21c4'D.F.#2 FRIEZE BLOCK
Q WASHER W/A35 CUP!�24'O.C. I /�� 2'k4'D.F.#2 FRIEZE BLOCK
q7(g•ppg7 (SEE FND.PLAN) BUILDING.TYP. � j" �✓ I � W I A35 CLIP(�24"O.C.
W/LCBM I ;
� 0'THICK CONC SLAB SLOPE GROUND AWAY . 8'CONCRETE STEM WALL � EDGE NAILING �
' (SEE FND.PUN) FROM BUILDING AT LEAST 5' I � � EDGE NAILING
(�596. � �
` I '
i
%
�\ I / ��� �4'THICK CONCRETE ^ EN �I •W•' •
, ��T� \ � i SLAB-6EE FND PLAN � EN
I OPENCEILING-FINISH � � I
- 24'SQ.CONCRETE
FOOTING Z E N CZEG NG F NIS�H�D E.N.
io� � (2)2'x4'D.F.#2 TOP �. SECURE END
(3)#4 RE-BARS EA.WAY PLATES. ' OF RAFTERS n (2)2'x4'D.F.#2 TOP � SECURE END
'�--(FZoori�NG.) = • , • , SIMPSON BEV.2'z6'SPF#7 PLATES. '. OFr RAS ERS n I
Z� IIII=II INTERIORS WALL FINISH ) �P METAL GUTT RW/ R-13 WALL INSULATION. SIYP SON FASC A BOARD WI �
� -EXPOSED STUDS Yi GYPSUM BOARD AT METAL GUTTER � �
�I I
N <�'� Yz4'O.F.#2 STUDS�16"O.C. INTERIORS WALL FINISH
z (N)1 CAR GARAGE EXTERIOR FRAMING. � 2'x4'D.F.#2 STUDS�16'O.C. V
I ��,� • 3-COATS 7/8'STUCCO BEDROOM#3 EXTERIOR FRAMING. p
J�J�— _ EXTERIOR FINISH O/(2) - 3-COATS 7/8'STUCCO FINISH ��
� 'I
- UIVERS OF CLASS D PAPER O/(2)LAYERS OF CIASS D I
�` W/APPLIED OVER PLYWOOD. PAPER W/APPLIED OVER � p i
I�--(1)#4 CONT.REBAR TOP I
1'-0"MIN AND BOT.TYP. T� . PLYWOOD.TYP U q^ i
� n�
X N �
N �a
ISOLATED TYP FOOTING 10 GARAGE TYP. FOOTING 7 GARAGE EAVE TYP. DETAIL 4 EAVE TYP. DETAIL 1 x 4" �
SCALE:NONE SCALE:NONE SCALE:NONE
SCALE:NONE
2'x6"D.F.#2 RAFTERS
1/2"GVP.BDR.INTERIOR FINISH-TYP. �� 3-COATS 7!8"STUCCO FINISH / �24'O.C.
OVER 2-LAYERS CLASS D / � COMPOSITION SHINGLES OVER
1'2'GYPSUM INTERIOR \\ PAPER.TEXTURE AND 15#FELT OVER 1!2'OSB PLY.
FINISH WI R-13 INSUL. SIB'DIA.x 1Y AB.(MIN.8'EMBED.)W! ',�:� COIOR TO MATCH EXISTING.. /� � NAILED WI 8d�6:6:'12
� 3'x3'k229'STEEL PLATE WASHER Q / „ .,.. , ., � �
i I 48"O.0-TYP. ' , 2'x P.T.BOTTOM PLATE -� �
/ (8)t6d NAII��A END :. : _ �(� `���
THREE COAT(7/8'THICK)EXTERIOR �-� � ;I / , �� •.� '!' `I ' (
CEMENT PLASTER OVER PAPER ��� 3-COATS 7!8'STUCCO FINISH I � / 2'x D.F#2 FRIEZE BLOCK W/ ' �" � ���" "�"� �� ' �'� �� � -
�'� ( 1'Y GYPSUM INTERIOR OVER 2-LAYERS CLASS D � / �4"D.F.#2 STUDS�16' \ �� WEEP SCREED. � A35 FRAMING CLIP TO TOP
B A CKED WIRE LATH-PROVIDE 2 � FINISH WI R-13 1NSUL PqpER.TEXTURE AND I / O.C.W/R-13 1NSULATION. �� � � �� � OF BEAM � � � � � �
. LAYERS GRADE"D'PAPER WMEN COLOR TO MATCH EX�STING.. 4'THICK CONCRETE SLAB-SEE
APPLIED OVER PLVWOOD-SEE � (N)2"x4'D.F.#2 STUDS�78' � �� �� /j,� '
I FOUNDATION PLAN / \\�� i EDG��1't*h/.� � .�.�,�`,,.'C'
EXTERIOR ELEVATIONS I O.C.W I R-13 INSULATION. 2'x4'P.T.SILL PLATE W/°/e" �j ; SLOPE GROUND AWAY
I 2'x4'P.T.SILL PLATE W/ I �� x tY LONG A.B.W/8'MIN. � � FROM BUILDING 5' �\ - ��� ✓
� EMBEDMENT WI 3'x3'x.229" MIN.�5% o c�o � � � �- � �
WEEP SCREED \ � % POWER DRIVEN NAILS(HILTI WEEP SCREED � STEEL PLATE WASHER �� - �� / ���
I PINS)�18'O.C. �� I �,L �
I —.�—�' c
(N)PORCH CONCRETE � (N)BEDROOM ADDITION �� •��� \
SLAB SEE / (E)CONCRETE SLAB CONCRETE SLAB I a �� �� �1 � � �� �
I .SEE FOUNDATION PLAN � � n o uo �
FOUNDATION PU1N K SEE FOUNDATION � � �J°��oj op�"�Oo�°p o op°� I - � �\ -
/ 4'THICK CONCRETE � a
u� I � PLAN \ �o�O . �
� \ I , � �- ^ i � , � \/ �H7 SIMPSON
U v � (N)COVERED PORCH � SLA&SEE FND PLAN � ��I I I� -I I I � � I f I I_ �__ ZSc6'D.F.#2 CEILING JOIST �/ TIE -
o� o
� � 1'SAND LEVELEING � i� '�i — �'_�� �24'O.C. �` �
v 'v � Z — — ._,_._.—._. COURSE. I I �i I - I I I / 1
—, —� a— � —
l� z
���\�,�\�:�i�.\�ii\\� 10 MIL VAPOR I I I I I— � I _I I� �
, , , � - — i� 4'k12'D.f.#2 HEADER �
^:��\i��i. BARRtER. �I� � �
- - _-�
� � -
��- Illi-ul _,I I
PO RC H 2'z6'FASCIA BOARD
2'LEVELING SAND � � �\\ ? '�Y LEVELING SAND OVER 10 4'AGGREGATE DRAIN . i �I WITH METAL GUTTER
� - . -
� I
I I I z ROCK -
1#4 REBAR I _ ML VAPOR BARRI R /4 M ��-_J
() \ E O OPTIONAL
I � (E)CONCRETE THICKENED • � iV i SIMPSON CC48 � I
� I EDGE-CONTRATOR SHALL "� Z, DRAIN ROCK O/ I � Q
N COMPACTED NATNE TYP. � V
Thickened E e x 8• �. VERUFY. . �� (1)#4 HORR.�TOP AND �
i� BOTTOM.(TYP) 12"CONTINUOUS CONCRETE Z
- 12' FOOTING BURIED 12"MIN.UNDER 4'�c6"D.F.#2 POST li
� - � I f i UNDISTURBED SOIL. � �
#4 CONT.TOP AND BOT.
8'THICKENEDEDGE I, �'-0'MIN ��`RTYP� Z O w
�` a
Q �
j U
J r Q
INFILL WALL FOOTING CONN. 11 FOOTING CONN @ PORCH g 12" CONTINUOUS FOOTING TYP. DETAIL 5 EAVE @ PORCH TYP. DETAIL 2 (�n p Q
S C A L E.N O N E S C A L E:N O N E SCALE:NONE SCALE:NONE _; � U
� �
J
� I I - EXISTING ROOF � 1 1 1 a
1 D�BiOCK ( I /�/ � FRAMING
I THREE COAT(7/8'THICK)EXTERIOR ~
�--�-�- 28'ac4 BLOCKS DFq2 CEMENT PLASTER OVER PAPER � `5L' Z
� I � - � I� � w!2-t6d�EA END(TYP.) BACKED WIRE LATH-PROVIDE 2 � L C/)
II LAVERS GRADE"D'PAPER WHEN N
I I �/�i-7��--�- --Dc6 FLAT VALLEY d APPLIED OVER PLYWOOD-SEE � O �
� � �I"� ' PLYWOOD(SLEEPER) EXTERIOR ELEVATIONS ��� ���� EXISTIN WALL WITH 2'x4'STUDS(� p'x qqF7ERS 16'O.C.
I '� - �� I I -'. .�. EXISTING EXTERIOR 16'O-C.G T O
�j / ( � i
! I-'j i � � - at FILL RAFTERS STUCCO FINISH TO ��� �' 2"xB"D.F.#2 RIDGE BOARD 2)16d NAILS EACH END �
' ����! AT 24'O.C. PLVWOOD AS OCCURS-SEE PLAN REMAIN �j� (TYP.AT EACH BRACE LOCATION) (n'P�)EACH BLOCK o�S
24' ' , I �'�.��, (6116dNA1LS-EACH �
p� i __ _ . -- 2c4 COIAR TIES AT 48'O.G 2'x4'DIAGONAL GABLE END 9RACE TO BLOCK �
'� � P 2X STU0.S AT 16'OC- .. .'. BRACING�48'OC MAX. CONNECTION(TYP.)
fi
,�� \�,� SEE PLAN ��� ��� EXISTING P.T.BOTT. �
�__�— ' - - ' '.' PLATE W/A.B. EDGE NAILING �
ac6 RIDG� �� (EJ STEM WHERE OCCURS. � PYWOO�O BRACING �
�- I i\��. CONTINUOUS FOUNDATION WEEP (N)1 CAR GARAGE BLOCKING(TVP.)
� ��--- BEARING WILLLS BELOW SCREED WITH SPRING LOCK FLANGE �`\ (E)2 CAR GARAGE
,I , -TVPICAL ALL SIDES �� �'� 4"THICK CONCRETE i ----- v�
'' _ .�. �.' SLAB.SEE FOUNDATION � �� ; EXISTING CONCRETE v
- ----.__._..
-+-._.-- ---- ...--- � \\ . - .� PLAN. � � ;� SLAB. BARGE RAFTER -- -- -
PLAN VIEW � I ��� WALL SHEATHING j '��. �/�
�-._. _ _..._- --- SHEATHINGCONT.BELOW ��� �.� l 1� !
� - - - FILL FRAMING �----�, GABLE END RAFTER � x/�
- �-- -- � �� .� �
�= , � � � � / � -
; � -- D�SLEEPER CONTINUOUS 26 GA GSM FLASHING-� � ° � � �-'��� ------- -- - � ---
-- - ��-�_- � � AS REQUIRED-TYPICAL ALL SIDES I I � � E � DRAWN BY� KMc
�__.. _.--- .
, 4 DRAIN GRAVEL m -� \�
` N
� � ��' , �
- �I' -� � I I a . . '�- U `� I` . '; � 2'x CEILING JOIST�18'O C. CHECK BY
; I ��\..�:��%� �i\�.`-�\\�;� � . .
1 --
I � . . i ;i%� II a .� i i '�� � '12"LONG#4 DOWEL W/ - I --._ . ...__._. ___
i � CEILING FINISH DATE 03-07 15
j ,j �� ' / � � 5'MIN EPDXIED INTO 4"x4"D.F.#2 POST -V�� ._ . _. ____.
� X � a
I__ ��; EXISTING W/SET-XP� "SIMPSON"A35 FRAMING CLIP SCALE AS SHOWN
�,
I i� u
..� ._�" ..._--__ --. -- - -- i � 12•OC RAFfER TO WALL -------
JOB NO.:
� 28'BLK.wl2-i6d EA. / 36'O.C_ __._ --...._. . _. _
� -- — . ...._. . --- END(TYP.I �� °" � � 1-A4 REINF-BAR / � 8" �.....---_.---__--\\ (TYP EA BRACE TO�TIOP PLATE) APN: 342-16-098
CONT. EXISTING CONCRETE 2x DOUBLE TOP PLATE
`- - -�--�� �� --�� ----- Dc VERT.BRACES wl 3160 ,� NEW EXISTING CONTINUOUS EXTERIOR
I I SECTION VIEW AT TOP AND BOTTOM �
' �� ^ „ FOOTING.
CALIFORNIA FILL FRAMING 12 WEEP SCREED TYP.DETAIL g GA�AGE FOOTING CONNECTION DET. 6 GABLE END TYP. DETAIL 3 A6.0
SCALE:NONE SCALE:NONE SCALE:NONE
SCALE:NONE
REVISIONS DATE
�
,
NORTH
�
h
O�
Q
U
�~y� �` ��r� i �y� ,��'���� o a
�_�c�� �� ���'/�����'�����l�a\ �� (E)6_RED WOOD FENCE(TO REMAIN) _T �_<> 202.64'��_ (E)6'CHAIN LINK FENCE(TO REMAIN) _,_ !....n _� ��, U ��
� � � «� � cr� r�
�� /�- /�� � /�� � �� PROPERTY LINE 5 m
� ` �- "" k�'v
�j'� ` ��' , ����' ��� � ��_ f �s,-a• � 3r � �z�-0• � °° � � m� _
� �
�\ �\����� ��� .\,�� �/�,\��� �/��\� � � za�-a2" � 20,-0• � x °� �
� � ��� � — �
(E)OAK TREES TO REMAIN \ � � ����—� �� ,6,�'w �
� � ���� �� ' � i e� f 2 �
\ � , I
\ ( ATHRM.
` \� (E)LIVING ROOM j (E)KITCNEN I
\ � + '
W
\ \ o (E)2CAR GARAGE �.. ❑ W" I
\ � _� . . . . . . . . .._. � _:'
\ (E)WORK SHOP � � 7
\ � �� �
� \ � . . . . � . � (E)BATHROOM x
U. I
\ -- ' � '. .._ .. . � , , r-_._._�_� IE)DECK m,.
� �11 '� I
\
� O : (E)BEDROOM A 1 � �
\ / � - . . . . . . (E)BEDROOM A 2 � �
� � / O
A`\�7 CSy� \ (E)AC DRNEWAV (Nj COVORED� - � � . (E)CaATE�
��q � v �y � a� PORCN � �
F ��. ��)�/� �
��j. y���� � z \ w Z
4 ����� � g � . . _ . . . (E)BEDROOM X 2 Z Q
�� ,�,� �� �� n '�Al� . . . . (E)BEDROOM N 1 (E)REAR YARD I J
'Y� � ������ \\ � � , � � Q
� � '°
(E)TREE TO REMA1 � C .� � a � U
�G .� � � � �
/� (E)BATHROOM (E)DECK I a W Z
`�� \ � (N)ENTRANCE � ,/�,
\ PORCM � �/J � Z �
�� W
� �� � , I Z O �
O � \ (E)LMNG ROOM � I � � U
9O \ \\w � (E)KRCHEN � J a
� a. � o
\ �� TO REMA NT TREE �
� a
� — _�� � ������� � ~ Q �
; �
� � a -� � �� �t ��: � � �
� 14'-0" i '�� � �,� � 1 /� �
TO REMAIN EE \ m � LL. W
\ b ��''���� I � Q
__ \ 119.16' � 1 N
OPEN _�_~ PROPERTY LINE �(E)6'WIRE FENCE(TO REMAIN) �� �� � o
�
�
0
rn
co
0
�
�: _ # ,�.��`�. �_/��_�'��,..�
. . DRAWN BY: KMc
,, ,..
, .,_.., , , . ._, ;i —
/� CHECK BY:
/�� /� �j / _ - —__—_.
�. :.:=/ "t� .. ... ..... V r,T " �I./+ ...... . . ....__:.,;. SCALE � A33HOWN
JOB NO.:
APN: 342-16-098
� PROPOSED FLC)OR PLAN SCALE:1/8•=,�-o-
LOT AREA: 13,200 SF
C1.0
. REVISIONS DATE
- MATCH IINE A
�-� r U
i
(E)DECK (E)DECK
��
a
i-:� .
(E)2-CAR GARAGE i � '�� '^M �� �� �
� �
� � � �� � � �
�_-�
� / (E)KITCHEN � (E)BEDROOM#2 (E)BEDROOM#2 � (E)KITCHEN a
U
� O
I' —�(E)BATHROOM � Q
(E)BATHROOM U o
(l� — J u �a_
� � ��
� �C N
�o
� pcA'� 6
# # `1�] Q � �o o �
GFI GFI `'O'�
w� �
r18' �'
/ \ ! l� �/
/
i �� O O
/ �
/ PRE-WIREO OUTLET FOR
�
� � i' 6ARA6E DOOR OPENER. I O�° � � \ \ �°O ��
GFI - � � - I I���p � � ���
�• �GFI I .�_-o . .� -��
+98' � .. �III �` .�^1 II II .. (METTER/PANEL ..
I ..- METTEWPANEL LJ ���� �� � ( �I
(N)1-CAR GARAGE �
v O O �
�' �{i�'
. GFI TT GFl GFI �
wa (E)LIVING ROOM (E)LIVING ROOM
(E)BEDROOM#1 (E)BEDROOM#1
TABLE 150-C HIGH EFFICIENCY LAMP RE�UIREMENTS
LAMP POWER RATING MINIMUM LAP EFFICIENCY
75 WATf OR LESS 40 LUMENS PER WATT Q�"OO - �U �'�U��
� N I N O O
OVER 15 WATTS TO 40 WATTS 50 LUMENS PER WATT , "���� m �m
�� � \ n I n i � .
OVER 40 WATTS 60 LUMENS PER WATT � y� u. \W �----._..-------_ _----__.__ .------ `-
Qy ,1, \ �}{�
O ��� AFCI I F' � H GFl . _ . . . . _ . . . �GFI ..�'1"I O i -�
�� �T• yyp . . . . . .yyp � �
� � � '�"'- - � U
ELECTRICAL IEGEND NOTES: / � AF�i Z
1.ALL BRANCH CIRCUIT THAT SUPPIV OUTLETS(e.g..RECEPTACLES, �-� . . . . . . . . . . �/ �� ' C+Fl � Q
�O RECESSED FLUORESCENT LIGHT FIXTURELAN LIGHTS,SMOKE DETECTORS ETC.)INSTALLED IN DWELLING UNITS � �� -�� � � �� - �� . � �.. � Z
� FAMILY ROOM,DINING ROOM,LIVING ROOM,PARLORS,LIBRARIES, � � � � - � � - � � � - - � � �� � �
SURFACE MOUNTED EXTERtOR LIGHT FIXTURE DENS,SUNROOMS,RECREATION ROOM,CL0.5E5,HALLWAYS,OR ' AFC .� ' � �.� � Z W
SIMIUR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARG �- � OO F O
CEILING MOUNTED FLOURESCENT LIGHT F�XTURE FAULT CIRCUIT INTERRUPTER,COMBINATION TYPE,INSTALLED TO � a
� PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. �N�PURCH (N�PORCH � � �
2.ALL RECESSED FIXTURES SHALL BE LABELED (N�BEDROOM#3 � '�" � � AFC� ��� � V
� FLUORESCENT LIGHT BAR AS BEING CERTIFIED TO HAVE LEAKAGE RATING �AFCI � - � � � F � � . . . . . . AFCI F � ,,' '��� � Q
� OF LESS THAN 2.0 AT 75 PASCAL. \ _ . . _ _ . . . _ . . , . . O O
2 TUBE-SURFACE MOUNTED (N)BEDROOM#3
FLOURESCENT WRAP AROUND LIGHT FU(TURE 3. BATHROOM OUTLETS SHALL BE
SUPPUED BY A 2o a�nPERE BwwCH AF�� (N)ENTRANCE (N)ENTRANCE � �
CIRCUIT EXCLUSIVE TO BATHROOM \
� exHAUST FAN # �RORCM (�PORCH � Q Q Q
4. WNG�E GROUNDED OUTLEB REGARD ESS � � i a a � � AFG � V
O CEIUNG MOUNT SMOKE DETECTOR OF WHERE THE CIRCUIT ORIGINATES. � � AFCI � �
W/BATfERY BACKUP ` � J J
5. PROVIDE HIGH EFFiCACY LAMPS OR SOLID STATE DIMMER 1 _ W Q
CARBON MONOXIDE ALARM IN BEDROOM.ALL HARDWIRED LIGHTING IN OTHER ROOMS � � I F� �
`"OO W/BATTERY BACKUP (HALLWAYS,DINING ROOMS,FAMILV ROOMS AND BEDROOMS) � ~
SHALL BE HIGH EFFICACV OR CONTROLLED BY A MANUAL-ON (E)BATH . t 1 � Q
t OCCUPANT SENSOR OR A DIMMER MUST CONTROL IT,PER SECTION n v
T 120v,15 AMP,SINGLE POIE SWITCH ��(KY4,20Q5 CALIFORNIA ENERGV CODE. ` ' ��� NEW LAMPS INSTALLED ON THE �
U � EXTERIOR OF THE RESIDENCE SHALL � N
� 6. ALL 158 ZO AMP ELECTRICAL OUTLETS IN THE �_ (E�WORK SHOP BE HIGH EFFICACV LAMPS OR O �
3 12W,15 AMP,THREE-WAY SWITCH BEDROOM SHALL HAVE ARC FAULT GRCUIT INTERRUPTURS �i CONTROLLED BV MOTION SENSORS � 0
PER CEC 210.12 � WITH PHOTO CONTROL.MOTION /\ T
7. NEW LAMPS INSTALLED ON THE EXTERIOR OF THE RESIDENCE jX�� SENSOR SHALL HAVE A CONTROL THAT `J � �
� 120v,15 AMP DUPLEX OUTLETS SHALL BE HIGH EFFICIECY LAAAPS OR CONTROLED BV MOTION �, ALLOWS THE LAMP TO 8E TURNED ON � �S
SENSORS WITH PHOTOCONTROL.MOTION SENSOR SHALL NOT HAVE �� - AUTOMATICALLY OR THAT HAS AN p
A CONTROL THAT ALLOWS THE LAMPS TO BE TURNED ON AUTOMATICALLY OVERRIDE ALLOWING THE LAMP TO 8E �
� 2sw,3o annP uriurv our�rs �� - J
OR THAT HAS AN OVERRIDE ALLOWING THE LAMP TO BE AIWAVS ON. � ALWAVS ON. �
GFI GROUND FAULT CIRCUIT INTERRUPTER --��1 � I W 0
8. REQUIRED HIGH EFFICIENCY LAMP LIGHTS SHALL NOT BE SCREW-IN - �
WP WEATHER PROOF TVPE PER CEC�50(K)1. I�J I i� !
PROVIDE A PERMANENT ELECTRICAL OUTLET AND LIGHTING � �
� FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE ACCESS
EXISTING MAIN ELECTRICAL DISTRIBUTION PANEL OPENING AT OR NEAR THE ATTIC FURNACE UNIT(PER CMC)
AND METER BASE IF APPLICABLE TO THIS PRQIECT.
9. DIMMER SWITCHES SHALL 8E USED ONLY FOR CONTROL OF PERMANENTLY MATCH LINE A
INSTALLED INCANDESCENT LUMINAIRES LISTED FOR OTHER LOADS.
NOTE: ALL OUTLETS TO BE MOUNTED AT+�Y ABOVE
FiNISH FLOOR UNLESS OTHERWISE NOTED 10. RECESS LIGHTINGS IN INSULATED CEILINGS IS TO BE APPROVED FOR ZERO
CLEARANCE,BE SEALED WITH A GASKET OR CAULKING BETWEEN LIGHT .,_ ;., . a 'a
�' DISCONNECT HOUSING AND THE DRYWALL,BE READILY ACCESSIBLE FOR MAINTENANCE, �- � � �-��j.5 �
AND IS TO HAVE A LABEL CERTIFYING ITS AIR TIGHTNESS. �''`� ''�-' �"�"" ' .
� ....... ........... ...._.. ....... .. .,._., . ._.,
.:.,.�.r.��. ���
11.ALL OUTLETS SHALL BE TAMPER RESISTANT , , DRAWN BV:_KMc__
/// � � � � ��� � CHECK BV:
` / �� ...... . .. �, ��'j _ }�� . DATE 03-0715
.___ ...-- --
�" ��- � SCALE , _AS SHOWN
JOB NO.:
(�.t� APN: 342-16-098
ELECTRICAL LAYOUT PLAN SCALE:1/4��-,�-0��
E1.0