The URL can be used to link to this page

R-2015-49b O�FIC�OF CONifUiU�IITY DEVE�OP6l�ENT PL,4�NING DIVISION ` CITY HALL 10300 TORRE AVENUE^ CUPERTINO, CA 95014-3255 ��'�� (408) 777-3308� FAX(408)777-3333� planning(a�cupertino.org August 16;2016 RC USA Attn:Jack Lin 2050.Concourse Drive #50 _ San Jose, Ca 95131 SUBJECT: TWO STORY PERMIT AND 1VIINOR RESIDENTIAL PERMIT ACTION LETTER- A�9]��ll��$g�Il1S�LZ��O�S��n�.][�l@�[-20�5�� This letter confirms the decision of the Director of Community Development, given on August 16, 2016, approving a Two-Story Permit (R-2015-49) to allow for the construction of a new 3,538 � square ,foot single family residence and a Minor Residential Permit (RNI-2015-49) to allow a I second story balcony on the new residence,located at 7L�72�.�a�a��lL�acn�]L��s�with the following conditions: 1. APPROVED PROTECT This approval is based on a plan set entitled, "Mrs. Wang Residence Rebuild: 10721 Santa Lucia RD.,Cupertino,CA 95014-3939"consisting of ten sheets labeled"A1.1,A1.2,A2.O,A2.2, A3.1, A3.2, A3.3, CALG, and C.0", dated "May 27, 2016" except as may be amended by conditions in this resolution. 2. ANIVOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and arinotated on the building plans. 3. ACCURACY OF THE PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or consixuction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 4. CONIPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM The project shall comply with the requirements indicated on the Public Works Confirmation form, including, but not limited to, dedications, easements, off-site improvements, Two-Story Permit&Minor Residential Permit Action Letter Page 2 R-2015-49&RM-2015-49 undergrounding of utilities, all necessary agreements,and utility installations/relocations as deemed necessary by the�Director of Public Works and required for public health and safety. The Public Works Confirmation is a preliminary review, and is not an exhaustive review of the subject development. Additional requirements may be established and implemented during the construction permitting process.The project construction plans shall address these requirements with the construction permit submittal, and all required improvements shall be completed fo the satisfaction of the Director of Public Works prior to final occupancy. 5. PRIVACY PLANTING 'I`he final privacy-planting plan sYiall be reviewed and approved by the Pl�lnuzg Division prior to issuance of building permits. The variety, size, planting distance shall be consistent with the City's requirements. 6. PRIVACY PROTECTION COVENANT The property owner shall record a covenant on this property to inform future property owners of the privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for all windows with views into neighboring yards and a sill height that is 5 feet or less from the second story finished floor. The precise language will be subject to approval by the Director of Communiiy Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence. 7. 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. 8. EXTERIOR BUILDIlVG MATERIALS/TREATIVIENTS Final building exterior ireatment plan (including but not limited to details on exterior color, material,architectural treatments and/or embellishments)shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Community Development shall require a minor modification approval with neighborhood input. 9. GEOLOGIC AND GEOTECHNICAL PLAN REVIEW The project plans should be reviewed by the project geologist and geotechnical consultant to assure that their recommendations have been properly incorporated. The Updated Development Plans and Geologic and Geotechnical Plan Review should be submitted to the City for review and approval by City staff prior to issuance of building permits. Two-Story Permit&Minor Residential Permit Action Letter Page 3 R-2015-49&RM-2015-49 10. UPDATED DEVELOPMENT PLANS The development plans, including grading and drainage plans, and foundation plans and details, should be updated to incorporate the geotechnical design recommendations. 11. GEOLOGIC AND GEOTECHNICAL FIELI�IlVSPECTION The Project Geologist and Geotechnical Consultant should inspect, test (as needed), and approve all geologic and geotechnical aspects of the project construction. T�ie inspections should include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements and excavations for foundations and retauzulg walls prior to the placement of steel and concrete. � The Projecf Geologist should be onsite to inspect the foundation excavations to assure that competent;low----expansion earth materials are utilized for foundation support. The results of these inspections and the as built conditions of the project should be described by the Project Geologist and Geotechnical Consultant in a letter and submitted to the City Engineer for review prior to final(as-built}project approval. 12. INDEMIVIFICATION Except as otherwise prohibited by law, the applieant shall indeinnify and hold harmless t11e City, its City.Council, and its officers, employees and agents (collectively, the "indexnnified , parties") from and against any clai_m, action, or proceeding broughfi by a third party against one or more of the indeinnified parties or one or more of the indeinnified parties and the applicant to attack, set aside, or void this IZesolution or any permit or approval authorized hereby for the project,:including(without limitation)reimbursing the City its actual aftorneys' #ees and costs incurred in defense of the Iitigatiori. 'Tlie 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 ernployed as City staff and shall include City Attorney time and overhead costs and other City staff overhead eosts and any costs directly related to the litigation reasonably incurred by City. . 13. 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 ofiher exactions. Pursuant to Government Code Section 66020(d) (1), fihese 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. I�I��S�7CIl��$�A��fl��&]lS�➢�Il3�&Il$]LS�fl��i7�'5��lt��T��IC,]l�S�llll�I��X�➢]l%'��%ll AgA.�4S$�L�,20��. : During the public review period,staff received one response from a neighbor requesting that the residence be setback from their property a further 5'�to a total of 10'. The proposed second story Two-Story Permit&Minor Residential Permit Action Letter Page 4 R-2015-49&ItM-2015-49 - residence and balcony meets all the setback requirements and is consistent with the R1 Ordinance. All privacy protection measures required by the Code will have to be met. The building demolition and construction processes will be required to meef specific standards required by the Public Works and Building I�epartments. The project is compatible with other recently approved homes in the neighborhood and is consistent with the R1 Ordinance. City staff has determined that the proposed project is in compliance with the provisions of Chapter 19.28.140 (A) and 19.28.140 (B) of the Cupertino Municipal Code. Therefore, no conditions of approval are required in order to address the comments raised during the noticing period. Staff has made all the findings that are required for approval of a Two-Story Permit and Minor ResidentiaT Permit as required by Cupertino's IVlunicipal Code, Chapter 19.28.140 (A) and (B). 1: The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning ordinances and the purposes of this title. The proposed project is consistent with the,General Plan as the project is within the Low Density land use area. There are no applicable specific plans that affect the project. The projecfi has been found to be consistent wit�i the requirements of Cupertino IVlunicipal Code Chapter 19.28 Single Family(R-1) Residential. 2. The granting of tlie permit will not result in a condition that is detrimental or injurious to property improvements in the vicinity; and will not be detrimental to the public health, safety or welfare. The granting of the permit will not result in a condition that is detrimental or irijurious to property improvements in the vicinity, and will not be detrimental to the public health; safety or welfare as the project is located within the R1-10 (Single Fainily Residential) zoning district, and will be compatible with the surrounding uses and neighborhood. 3. The proposed project is harmonious in scale and design with the general neighborhood. The proposed project is located in a residential area consisting of single family homes.The proposed project maintains the sirigle family home scale found in the neighborhood. 4. Adverse visual impacts on adjoining properties have been reasonably mitigated. Any potential adverse impacts on adjoining properties have been reasonably mitigated through the installation of privacy protection plantings and a new front yard tree as required. �1s�,g�lease a��e f�n��ppe�ll o��ngs decn�n��be��de�rn��i�n��aye�n�ar sl�ys f��tl�e ' ��e �� ans �etke�. �� fl��s fln�p�e�s, �T�gfl �N71�� &1lO�fl�fl�� ➢gllF9�.l.0 �fl��'fl�&�, vv�iclh wall �e 5��fl��LlAIl��D��O�'1'$Ilb�I��.�%flfllflfl��Ofl'SA]]CYbllSS](�flle Two-Story Permit&Minor Residential Permit Action Letter Page 5 R-2015-49&IZM-2015-49 r Sincerely, . � . � Gian Paolo M tire Associate Planner City of Cupertino Enclosures: Approved Plan Set " , CC: Ruiping Wang,4762 Sterling Drive,Fremont,Ca.94536 � Shah Musa, 10707 Santa Lucia Road,Cupertino, Ca 95014 --1� �`� i � ;��': .s '�_,� �o , ' � � .�� i . 3 L�:� . 1. IT IS THE RESPONSIBILITY OF'THE CONTRACTOR AND SUBCONTRACTORS TO SITE AREA: 11,037 SF .2533 ACR Q z� CHECK AND VERIFY ALL DIMENSIONS AND CONDI110NS INDICATED ON THESE 10'Fl1TURE ROAD EASEMENT 1;126- 'SQ..FT. DRAWINGS AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING 1.5'PUE EASEMENT FOR PG&E i32 S�.FT. ( � � °p n THEIR WORK. : 11,037-1,126= 9.779 SQ.FT. , �9 � @ � � � EXISl1NG BUILDING FLOOR AREA(ALL DEMOLISHE�) v� I I 2. THESE DRAWINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSIRUCTiON PLOOR AREA: ' 1ST FL 1.608 S4.FT. "� N N CONTRACT AND,THEREFORE,.MAY NdT SPECIFICALLY DETAILS OR SPECIFY Q � � M 2ND FL 0 SQ.FT. MATERIALS AND/OR MANUFACTURERS. �m��'�" �� m m� �m �� GARAGE 367 SQ.FT. 3. THE CONIRACTOR SHALL PROVIDE ALL SAMPLES AND/OR CUT-SHEETS AS TOTAL EXISIING FLOOR: 1,975 SQ.FT. � � � REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL SELECTIONS. PROPOSED NEW PLOOR AREA " LIVING AREA: 1ST FL �,�80 SQ.FT. � w Q 4. FOR THE PURPOSE OF ES11MAl1NG,THE CONTRACTOR SHALL USE THE 8 p z r � 2ND FL �•320 SQ.FT. � MA7ERIALS SELECTED BY THE OWNER.OR IN ABSENCE.OF SAME,HE SHALL � PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE. GARAGE �a SQ.FT. 8 � `��.�,� G� s•� U �u R' 1,320/(1,780+438)=1.320/2,218 i N•��tlP�+"�� '�- �� " �� v "�� 5. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH 59 51 y I n e ""'�� `�"``�`�'-`�''Y��'��`�'��`F''�'`�`� � °O ESTIMATE. 2ND FL./1ST FL RA110= g � PORCH(UNCOUNTED) 50 SQ.FT. '��R� �. �� , � � � � � 6. NO GUARANTEE OF QUALITY OF CONSTRUC110N IS IMPLIED OR INTENDED BY TOTAL PROPOSED FLDOR 3,538 SQ.FT. B p3�' s�� . � � �' THE CONSTRUCl10N DOCUMENTS,AND THE CONTRACTOR SHALL ASSUME FULL MAX.ALLOWED FLOOR AREA A 8 �'-'�� - '""' '°'��"""'$`� � �' RESPONSIBILITY FOR ANY OR ALL CONSTRUCTION DEFlCIENCIES. 9,779 X 45%= 4,401 SQ.FT. �� ' � � o � I �� . � � � �....�..�_� z �.; 7. THE GENERAL CONIRACTOR SHALL HOLD HARMLESS,INDEMNIPY AND DEFEND TOTAL FLOOR AREA � � � � � � �' �.v�a.�_ -� --s��=. THE DESIGNER FROM ANY ACTION INITIATED BY THE INIIIAL OWNER OR ANY �p ��' �' o 1,780+1,320+438= 3,538 SQ.FT. �t� �, SUBSEQUENT OWNERS FOR CDNSTRUCTtON DEFICIENCIES,MODIFICATIDNS OR 0 }�` A � z • SUCH CONDITIONS WtiICH MAY BE BEYOND THE CONTROL OF THE ARCHI7ECT. F.A.R.: 3,538/9,779= 36.18 %<45 �� N N a # ALL TREES TO REMAIN ��,��A�,�, ° - ��` __ $ a E o�E 8. AL L WO R K S H A L L C O M P L Y W I T H A P P L I C A B L E C DD ES A N D T RADE STANDARDS L A N D S C A P E A R E A: 6,6 0 1 S Q.F L p�t 2 WHICH GOVERN EACH PHASE OF WORK,INCLUDING BUT NDT LIMITED TO LANDSCAPE COVERAGE: 6,601 /9,779= 67.50 � ��p z s,��`� o.a us c CALIFORNIA BUILDING CODE CBC,CALIFORNIA MECHANICAL CODE CMC, APN: 342-17-045 I � o�"^�=' �=_� c > c � 132 SF (10�6'0 ]EASElV�E�'�'�R P��iE) T°9=-�-�$ F 9mr=�a� 6$Y<=o°„9� NAl10NAL ELECTRICAL CODE(NEC),CALIFORNIA PLUMBING CODE(CPC),AND ZONE: R1-10 p p �a�o�mz E o_� o�a'x=m e ALL APPLICABLE LOCAL CODES AND LEGISLATION. OCCUPANCY: R-3/U �_� �" 1 9 - o �a�:_o�o. �..� ��u�d'� e u om�g�2r 9. THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITIONS OF ALL CONSTRUCTION TYPE: V-B ��o v,�9 e �,�°.,-m= EXISTING SITE IMPROVEMENTS INCLUDING PAVED AREAS,HE SHALL MAKE �Tu g fr w Y�y•9s� STORY(IES): 2 9e`azvoa�'>�.5��oe�y,�o KNOWN ALL EXISTING DAMAGED OR DISREPAIRED ITEMS AND CONDIl10NS THAT AUTO.FIRE SPRINKLER: YES s'-o' in'-o• sz'-s' ia'-71" 18'-10" 20'-4' 6'-0' S'-0" •�� n�`�'�'�� " s -a �;,m�90 €�=°=�a MAY WORSEN DUE TO THE CONS1RUC710N. DESIGN COMPLY WITH: �e�z9=�o=e e�o.'�c�e o g=x 2013 CBC Ed. B � zso�o��oa:c<�g�,oDo 10. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN IN THEIR PRESENT 2013 CRC Ed. � � CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTION SHALL BE 7HE RESPONSIBILITY OF THE CONTRACTOR. 2013 CFC Ed. � � Eo AR 2013 CMC Ed. 5 �yPF 11. CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISPY HIMSELF 2013 CPC Ed. ,,,.�':,°'`�'f vsr-cH �sai AS OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 2013 CALIFORNIA ELECTRIACL CODE Ed. 8 ��''�'" B � -24234 � o .;. a 12. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS 2073 CALIFORNIA ENERGY CODE Ed: ��3�� AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS DF Ot FO N A G N UI N sT RENEWAL Q SAME. � q�oF�Fo Ii , 13. NO EXiRA COMPENSAl10N WILL BE ALLOWED TO THE CONTRACTOR FOR THE / � p SY-CHENG TSAI C-24234 EXPENSES DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS WORK. � � 0 OWNER: MRS.RUIPING WANG �' �"` � a PHONE: 1-408-564-2921 14. ALL NEW INTERIOR PAINT COLOR,FLOOR,WALLS AND CEILING FINISHES "' / EMAIL: rutpingaangol�ahoo.cmn SHALL BE SELECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR ob THE COMPLE170N OF THE PROJECT. ��{� ��r"�j��`�� 0 ��,e• 2D EE(3) a�1't'�F+�ul�t F v� 8 �4 OAK . 9r°b a GRE lSH�� 15. ACL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE S ; ' ' � ��P� TOW106. TOW107.3 ,o �1099 '��,�° 8 LATEST ADOPTED CITY STANDARDS. srr«3nfr;a / � '' .+ o s BOW105. BOWT05. 1 OAK �3aEn�s�u}Lr;rl�iz I � / �,�o� TOW107.5 TO 708. 16. THE STORING OF GOODS AND MATERIALS ON SIDEWALK AND/OR STREET WALL ; t.,t� . � _ ' � / '�` �112 >>> 11D 109 8 � � BOW705. BO 06. o � NOT BE ALLQWED UNLESS THE CONTRACTOR HAS APPUED AND SECURED A `�a� � ` ' � i'-� �� os.a� SPECIAL PERMIT WHICH ALLOWS SUCH STORAGE TO BE PLACED. �`�` � � � r m� � "0 0 0 106 0546 i�SBc�o 11 .6 0 0 0 � H � �' «T �` �' x JPO - �' ,y� ERICAN HOLL � � 17. SPECIAL INSPECTIONS ARE REQUIRED FOR THE INSTALLAl10N OF EXPDXY � �^� ".. ' ' `� ��y G y �.y 1°`'� PROPOSEI� SCtirE 00° 3 EE � ANCHORS AND HOLDOWNS.SUBMIT A COMPLETED CITY OF CUPERTINO SPECIAL i, ; �x3e zr� r��k yi�r�� 111 I o.�•� o �"'� 9 911-1780-438 50-597-446=6 600 1Q� TOW114.7 � INSPECTION AND TESTING SCHEDULE.TO OBTAIN FORM TO GO THE BUILDING �� fiwp� �° > > > ., 60W105.7 � o DEPARTMENT WEBSITE(WWW.CUPERTINO.ORG)UNDER FORMS AND GUIDES. „� �'��a Si,r�p�r��r�a� �e� 110a��o� ` ' G $y G EM❑ 3 p o � � 18. PROVIDE(2)WET STAMPED AND SIGNED COPIES OF A REVIEW LETfER FROM ;�'��,�;'��£�X�g��g �� '�y/� '` � �k� - TOW113.1 N ' ; 0 ' .o� 05• SC F 0cy, p � 9 APE REA 597 S � THE GEOTECHNICAL/CIVIL ENGINEER FOR THE FOUNDATION PLAN AND DETAILS ; ! G e\ G b� _ _ � • _y 'R�j. �g_�p��' ,,.-0. BOW105.4 E� �: 1"O 3HOW'MAT HE/SHE HAS REVIEWED THEM AND TAHT iHE OVERALL z �'�"£,�,� _ ' ""�' : '� ��B v � ; PROJECT DESIGN IS IN GENERAL CONFORMITY WITH THE GEOTECHNICAL SOILS '"�`�� 's � ': ; tx j ty �� "�j.. c `' � ENGINEERING RECOMMENDATIONS FOR THE PROPOSED CONSTRUCiION. ,; ,.,.:„,. ,�, :::: :: �� B o a �.° o D 5 10 2D � � � r r m . � � � 107 i � ,oti p� �; 4 ,p � � . � �. -. F 0 o0 . :�i a 3..?3.::. F� �� . �,� s� � 00 � �� :�; E � ... . r �, tmleu. o� E �, aFr ,; 1'� ,� �, � � ; , �`,�,,�;�� i os / . �.. � ��: I ' o � � nn��au_ BOW105 0 � � TOW110.7 , L . ��Yr�+y 1 � 105�� O `OAK ,� „Q^ � . � ,T,. � L NEW 1ST FLOOR INCLUDES: (N)PORCH,(N)LIVING RM.,(N)POWDER RM., ' � ' �"��,��,; ; ; 0 � , : o 'o`''� � � �. M1 emm (N)LOBBY, (N)BATH#1,(N)BEDROOM#1,(N)LAU. �. fff��r �p4 a c� b I �;�, M�TM�� 7e 10 (N)FAMILY RM.,(N)KITCHEN AND(N)DINING RM. . ': ,: m �h^ �G pb GOryg� • 1o.y5 �o'�' � I ,� �a.oz � � � ; ;u ` . � � ;. _.; . ,^; � � � � . � . a ° --_- �' 'C7 '�� I 3 . � �. NEW 2ND FLOOR INCLUDES: (N)BEDROOM#2,(N)BEDROOM�{3, (N)M.BEDROOM, � � .� ' � � co � � (N)M.BATH,(N)BATH#2 AND(N)LOUNGE. � p s p a o � 9 ��Q��•q 10721 SANTA LUCIA ROAD � � B 102 B NEf SI�E��REA � � �'rd IXISTING HOUSE m'_o• � � •� m � Mt osnm m� � I��.`_��'.`.':',. THE TOTAL 1ST FLOOR IS 1,617 S.F. (GARAGE 442 INCLUDED) _ ��O3��,126-132= ,7,9 �� ""°m Ff=1D5.17 2ND FLOOR IS 792 S.F. A'�.1 TITLE SHEET �c SITE PLAN I � ,o,` � ' � 2. ALL NEW WINDOWS ARE DOUBLE PANEL B � �� > ' TOW108.1 U B '` � EM 9 F . R �s a � BOW104.7 ��•2 1ST & 2ND FLOOR SETBACK o ,1 6 G � o 3. INSTALL NEW ROOF,ROOFING TO BE LT.WT.CONC.TILE ROOF. 9 �00 B `,��o .o'�• 0ryo II r�,��-�.� �� '1 4. NEW EXTERIOR STUCCO FINISHED. LOT COVERAGE `y p . AZ.O � ;c� �o n FROM PORCH � e c��. ., � �tl�@��6`�� 99 ', '�,� ° �o � PORCH 5. RELAIED ELECIRiCAL,MECHANICAL AND PLUMBWG WORK. �2� � `�� a�� c,e,>� a r �:� TOW105J � PROPOSED 1 ST FLOOR PLAN ' �� aow,oa.s 6. (N)ELECIRICAL PANEL TO BE 200 AMP. � p 9B � �"',� �'.`��9 $q b $`��*^ 7D4 ; �G�� °�I 7. (N)GAS MTER. �2•2 PROPOSED 2ND FLOOR PLAN w �:.: �: ?a G�� GOp. Qc � ��ry �, .� ;: ,�; m s7 0 � .,o• ; • � o <:: o ,43.1 (N� ELEVATIONS � N � y � �A�: 06/19/15 8 B es � I:; \ .�o� G .�5 z� �,_, _ ,_�_ _ �,_�, _ � o 0 A3•2 (N) ELEVATIONS � o a� ��°� �° � .�.� _ �� `� "' doa No.RC15-0901 z �o'��' ° �,e� 'TOW103.2 A3.3 ROOF REF. & SECTION � 95 , .��` ,0�9 � �:.. eow�oz� ISSUE&REVISION .,�� I h �G9 G 1 .. 99• �w 0 �REE��, G°�. ��'o"�ry . �102 Q 5b �9�Q8��J LANNINGREVI CALG CALGREEN RESIDENTIAL CHECKLIST B B 9 � ° � o�� 6 10/23/15 PLANNING COMM. C•0 SITE SURVEY ss °� 1 ti �'o°' •.,o'�' �� `WM Q 11/23/15 PLANNING CUMM. /y COLUMN GRID LINE NO. O EXISIING DOOR 8 � 9 u 9 G� E � B ioi.io ``� 05 27 16 PLANNING COMM. o �. .. .. o,- .SL o . � � 6 4 NO SECTION N0. Np DOOR N0. Z^ ,�y.6 �k� �EE�' �NE P��o.3a o�yc o"�t A.X� SECl70N SHEET N0. A � DOOR SCHEDULE �y,y�� m94 � ,,9 m� yy� �m 96��m �� g �Q.yo 5_0 5 9 � � 1•_6" . � 9 � 99- p DOOR TYPE �� 6Q,�5 t�Q'� 92 93 S.44'58 D 97 112.62 se �6 s �,e�ti "o' 9�`�O �9�Ory JS 96 9 � 9 7 NO ELEVATION N0. N� INTERIOR ELEVATIONS p�ye �9�1 � ':p9 Q°i 9g�9 �51 EQ�� ,�eo �o.ti� A'x ELEVATION SHEET NO. A•X INDICATOR $9 0 9��1,126.20 SF (10 FLT'TIJR��R�AD EASEI�E�`T 9 � 9� `�`�� , Q 8 wv $ ��'�� LU�I� �� (4,0 ��j 1 CONC.IMPERVIOUS AREA 446 SF 3 9 �' 446/2.252=19.80%<50% '° NO DETAIL N0. RM,� ROOM NAME 11 A•X FL E FLOOR FlNISH --- - ---------- - --- - - - --- --- � SHEET N0. DETAIL SHEET NO. - - - - - - - - - - � �� I��tl� SCALE: 1/12"=1'-0" : • �TBM � REVISION NO. oy m ,co.oa=�oo.00 2.A DRAWN BY: JllL t� �� . �� Y � > �� ^ om m � . � � i i � . . - . . . � . � � M.M � . . . � . . . . . � .. - . �� .� �� . . . . . . . . � . . . . �� J X � � . . . . . . � . . .. � - � ~ � , � � . � . . � . . . . . . - . � . . � . . � ' . .. . . ' �✓ O � . � . � � . � � . .. �ONi . . . � . . . 0 . . . ` . . . . a . . Lij � > - .�^ � � . . " �^ . � M � � .. - � � Q�ryo6 . � � , �Q�ryO� . . � - N � . .. . . . . . � . � . - . . . . . . � � � � U V � .. . � 112'-7' � � . � . ' 172'-Y � � � � � � ' U O . . ... . . . . . . . . . . � � � . . 1�-0' 40'-t' - S9'-6' .78'-0' �5'-�" 42�-fi' � 54'-1" � 5'-p' $'-p' . . . � ��e s �v 72�62' �m s� . e� �� . � � �.v��s �.v '112�62' �e s� �� s . � . . - c�y N � � � . . FFCPr�i3 Id°.PdU"�..5,°A�F'r"+REtt � . . 5; o p�E . @yOtY-9�7.'3..^-�4'9s--�c"3-.'"�:�585=,@,8'�ff SP. i�v`o ia5'6��" ° 8 ° ° �.4RDSC�,PE 6,60'i SF � �� ;�'�; � T � y. � o a�r��_o ��9o°wa�s ��a_=a�� Pan��-; a o - „2 0 4i,�93DSCA�E 686 SF I o� a� ��_ � � a ��°_�,=�= �a =-=o o � I " o " � ��-�o� 9� °_oe�,s° vl .�e � 'N r-r-v r-�r s-r �a-�r n•-w rnao a o'9�°.�"`��€� m eb � � � � �X 'nc'n�§ '�2p«m;€i€5 Js'b$�; � �v-�o� �s-.• �r-r � B @ 5 ,:.:� ,.� � ;��a��€�`�S�v . . I � � �......_. _ . ...._......_. �....'". . � � - - - - � � � --aco�sa�aoia c�a= '� 25'-0''F$x'>8t# -��*�dd�rCX 1�45� �:; . '6 ,�y ameta i' - .m aa � _� I � r ,, � e �� e (W " �.,� ¢ �----� g :+ I � �,.��. �S�o AR�yT� �� =mw.= 8� �I I �d� ;H �o I I� ( ml� � . I � Y I�I � . . B � o o �� - ' � � vSY-CH TSAI E . � I I n,�.,,v � * � . � -24234 � � �----� �na b i � ua�emi Po� � 7/a�/n � ' � �� I � - � � RENEWAL Q . I L�� _- �!� d,'py I . I � --- ,_i� q�OF�f� . I � � � -1 ��i B B b 0 .b Y�B �il ` fi d r--� I �� ; I � : , I •m SY-CHENG TSAI C-24234 � { m �� I I �/ �1 �a • „ � � �� uau�e.m�. '°-� � aWNER: MRS.RUIPING WANG sm �I � € - I �__� /\y �J �;� �� a �m o+l� � � � � 4 � ��W •m PHONE: 7-408-564-2921 I � E r- ----, -- � B� 9 a'; a �� F �� EMAIL' ruipingwangmoynhoo.rnm I � � b ��d � mre�ms � � � � V 8� � �° II nn�� m�mes '?� � � � L-------� I�I i" � � ��+� �� tn . .. . I � ! °� m.mea I I � I . . I` I �d ��°T . . a� � L---J I * �tld � . � � � � b mr.i w.c � �� , � . P.L�B'1801 0� �{ O ,N m � ` �� 0 \`� � � � � . � � � � . -- � 'e �� e � " �� . � �._.�._.�._.... _ _ �..... � I � � ,a..d � � 'f � . . .. ��"-"v°iT"t�'dF �.d'i111� x�� r-r s-ir -•-a r-r �-e � � � � . . � � �E3AG.llFE I . �.... _.._.T__'_ .�..�..�._....._ . ._.� ..�... � �-.• a•_r �-,• s•_� �_��• I 1 8 � �ti ,._,. ^�z.'--a'�ar �ti 0 � y ,' I Q c� O, m-a• � .' I �'3i��t a..'..>.� O .�oo O, � � N o99 n•-r N o o99a '..��4€C,t@€ ..� ^�. .o � �. a - � op I � B _._- op �pa;<;s� �- � I N � - � � � 6h - � � � ' � 6� I �� . �__ __ _ �6 _ __ __ _ __� _ __ _ �6 _ � � � _ 12.62� _ — . . . — — i�z.-sz� �OP9C.IAAP�R IOUS 35�SF 0 - �� 15'-0' 40'-1' 39�-6' 18'73��' � 5'-0" 40'-6' S4'-1" fi'-0' S'-0' � . 2'-0' . � 712'-7' � . 112�-7' . � n n� . . . , � '�.`� � � � � . � . . � . - � . . �� . . . . . - �� .� . � �� 3 0 � °�� o,a�: 06/19/15 �oe No.RC15-0901 �� ISSUE&REVISION 09/08/15 LANNING REVIE 1 10/23/15 PLANNING COMM. � � �� n ' '.�� a`4�1,C� � q�@ � 3 11/23/15 PLANNING COMM. ��LZ-8�L5�� __ � _- . . ,.. ..:... .. -. . . � � ,� :��5 �'� � � ��``��' '�� ,�-�� Y �9 � �0 � 5 �� ;�� ._� .�z,� �, --� s j¢ q� �� '� ` . �+�E�?4� 4 �' ��,��.�""-....a . ..:_.�Ge'.�' � - $ b � �� r _V.. - . ,- 9 ,o g� � � S9�'� � „ �L�g��}t�� SCALE: 1/12"=1�-0" 0 SHEET N0. $< _ ��, � ' DRAWN BY: JllL _ f,.----� �� f i , / � � � � � � � � .. 1. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS 1: ONSITE DRAINAGE(WITH ARROW AND SLOPE PERCENTAGE).N0 � � REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS INDICATED CONCENTRATED FLOW ACROSS THE RIGHT-OF-WAY.NO DRAINAGE ONTO / I ' ON RC USA DRAWINGS OR AS OTHERWISE DIRECTED BY THE OWNER. NEIGHBORING PROPERTIES.ALL DRAINAGE TO LANDSCAPE.SEE ADDITIONAL B � COMMENTS#6. . � � � i � 2. THE CONTRACTOR TO VIEW AND VERIFY ACTUAL CONDITIONS AT ALL / (N)15 GALLON x (N)t5 GALLON - LOCATIONS WHERE ALTERATIONS TO THE EXISTING BUILDING OCCUR.WHEN p �� /�/��`�'��/�/�' ^ °` ° �a � F � ITALIAN CYPRESS ITALIAN CIPRESS WALLS,PARTITIONS, AND OTHER WORK EXISTS WHERE NEW WORK IS 2• CLEARLY SHOW ALL UTILITIES FROM THE HOUSE/P�OJ�C�'tiS�T[3fi0��'Y� y � }s � E a� x� d'�p 6'NT. 6'HT. � � r W�W STREET(ELECTRIC,ELECTRIC PANEL,GAS,WATER�5 WER�)„LNDIGAT��,��. '-o" s-o" 5-D" 5'-0" 5'-0" -o" 0 5'-0" '-o" 5'-0" 5'-0 � � INDICATED, ALL SUCH EXISTING WORK SHALL BE REMOVED.VERIFY ALL SUCH ' � � � „ -�..:.�"�,.,.�.�mar�e�s-��^u � °� °� NEW(N)OR EXISl1NG(E). r 7� � """�"` � 110 109 8 0 � i I CONDITIONS AT THE SITE. n c � 112 111 �E ��6 F��.75 . I N N 3. THE CONTRACTOR SHALL REPORT TO ARCHITECT ANY AND ALL CONDITIONS 3. APPROVAL OF THESE PLANS DOES NOT RELEASE�F1�;��N��hlQ�b�2�¢�� - � �"�� : 4, , „ ��6 , � M � WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE CONTRACTOR OF THE RESPONSIBILITY FOR THE CbRF2E"G��10 e OF MISTA�EE�, . � • ��-�� _� �- . : , , 112 6 _ �� ERRORS,OR OMISSIONS CONTAINED THEREIN.IF Dl.{RING THE COURSE•-F i m� � � - - - 'Z ,l r: ,- :�.r PROPER EXECUTION AND COMPLETION OF THE WORK OF THIS CONTRACT. K JPO' ,�'' � ��`� � '�%`�' � CONSTUCTION IMPROVEMENTS,PUBLIC INTEREST REQIJI E-S A�'Ot7 f IC T dW �E �' � *4 .{ � \�~ �" h„�; (N)t5 GALLON °� � d' d�' � � � ..4 � �r. �• � � em � Y .:. ,,.....�'..�..< ��,� f . .�... v l� r......., ...E.... �, ITALIAN CYPRESS � . 4. THE.GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE OF/OR A DEPARTURE FROM THE CITY OF CUPER IV E I I� � _112 ��, . �:'',' ��, ' ,',�?'.': �y,'''q_'.'.' ,t . ' f ��. ��4�� ..,��'t�..;]al:l_. _.� O �,;•- ✓ - ¢ ��. . � .r��.,..;.��...i�>..�. �-� ,i:Z�.� ��. �r�.-�. .'�1....i�\..� 7' , 6'HT. C� . W x REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, THESE IMPROVEMENT PLANS,THE CITY ENGINEER SH'A�L HAVE THE � �""""" --Y. �. .-�+ . ��'. .-� . �€...-� �-�'..'�:n'. :`,i... z. "> � t _ � i- � INCLUDING OVERTIME WORK REQUIRED. AUTHORITY TO REQUIRE SUCH MODIFICATION OR QEP;4RTU �ND aT0 110 � � � � .......... ... � j" (N)15 GALLON o � SPECIFY THE MANNER IN WHICH THE SAME IS TO�'Q�(�CO � D+�F� THE �s I E � ;�`i'�"�,' ICTAHTN CIPRESS i � 5. THE GENERAL CONIRACTOR SHALL AT ALL l7MES PROTECT THE PROPERTY SOLE EXPENSE OF THE OWNER AND/OR CONTRAC�i9R.��„'��+'� � „I gs � " o ��y .�y.___ �r.z.�we�1�09�,...-�:l�:e . 1 OF THE BUILDING LANDLORD INCLUDING,BUT NOT LIMITED TO FLOOR p:�,�q��,y, ;,,�p7 " N o �. . . �.� . '''',''',',' :r�,�'� (N)15 GALLON o �'� ��Y t� � ()1 GALL N . . . .. . .A,�'.'r - ITALIAN CIPRESS COVERING, CEILING GRID AND TILE,LIGHT FIXTURES,DOORS,WINDOWS, 4. CONTACT PUBLIC WORKS,(408)777-3104,FOR I�SP��?71'dN+��C3RADING, I cYPREss y.�. �.... �..� .� � �.. .t 6'HT. '� � � I ; FRAMES,HARDWARE,CABINETRY, PLUMBING FIXTURES,ELECTRICAL AND AIR STORM DRAINAGE,AND PUBLIC IMPROVEMENTS. CONDITIONING EQUIPMENT,PERIPHERAL ENCLOSURES,ETC. I 108 J .'.' � � (N)15 GALLON o w in 5. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. � � �i ITAUAN CYP ESS "-�'� .... �� i, ITALIAN CYPRESS � � rn 6. THE GENERAL CONTRACTOR SHALL ERECT ALL NECESSARY PLASIIC DROP � ;� =.--� 6'HT. _ ¢ CLOTH BARRIERS TO PROTECT ADJACENT BUILDING PROPERTY WHILE 6. CONTRACTOR IS RESPONSIBILE FOR DUST CONTROL AND ENSURING THE I � IO� T.,, f � '' .'.'.,',',','' � ,�r '(N)15 GALLON o z �.i DEMOLITION AND CONSIRUCTION ARE IN PROGRESS. AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDIC710N. o � (N)15 GALLON � 3��z ITALIAN CIPRESS i o y � ITALIAN CYPRESS�.�"-�`. .... . .. ... . ... . p . ,. .6'HT. � 1° � c7 O 7: THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED 7. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR I I "' 106 tl . ... �.' ; io Z n SURFACES TO INCLUDE CORNER BEADS,STOPS,ETC.,FOR CHIPS,CRACKS, TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. � B o (N)75 GnLLON' �i . � �Cd • � ;.--�'� N cai� HOLES,DAMAGED SURFACES,AND ANY OTHER DEFECTS CAUSING AN � ITAIJAN CYPRESS '` � � � °i�''°"°' �� -, b a ;n .. �nt. $a � I �, APPEARANCE DIFFERENT FROM A NEW,FINISHED,INSTALLATION.THESE 8. UTILIZE BEST MANAGEMENT PRACIICES(BMP'S),AS REQUIRED BY THE � e 105 6' .� j,,' ,,., h�� __ I �,�,�a�� I ��,','''.'.',''..'.',' GM .. S` - ovE DEFECTIVE SURFACES SHALL BE REPAIRED OR,IF BEYOND REPAIR,THE STATE WATER RESOURCES CONIROL BOARD,FOR ANY ACTIVITY,WHICH o N 15 GALLON � I �^ I .. `° � fi�`r m„ GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING AND INSTALL NEW DISTURBS THE SOIL. I i ITALIAN CYPRESS�"` '� . I __ I c�.. � 105 � ^q�oa�aa°s o a-r=�s` SURFACES TO THE SATISFACTION OF TSCGI AND THE OWNER. I "' 104 s HT� "��D€°„a-= �=;=�„v� l.. L_- -J •.NOiE: .EDo�°��"oo� �d o tm2 9. A WORK SCHEDULE OF GRADING AND EROSION&SEDIMENT CONTROL PLAN � � o (N)15 GALLON` .... \� O� IN ORDER TO USE THE EXISTING TREES o m�>��m=ss �a _- - 8. THE GENERAL CONIRACTOR SHALL INSPECT ALL EXISTING SURFACES AND SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15.NO HILLSIDE i ?*r==�.,'`0.' €=s g e,,.,a9�=o o m" LIAN CIPRESS.�. ..�I�.... . ............ .............. � r� �x rxt u.esm� Cd AS PART OF iHE PRIVACY PLANNING,T11E p �g°«�s z;, WHERE AS A RESULT OF DEMOLITION, FINISHED SURFACES DO NOT ALIGN, GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. � 8 � e'Hr. �4•• � � � L� �"� ��a CITY REOUIRES A LETfER FF20M AN �a��Ja;;as�e� m-��go THE EXISTING SURFACE SHALL BE CUT AND PATCHE0. , � 1 �d� INIERNAiIONALLY CERTIFlED ARBORIST OR _�o�a�9 a�� o E��J�� 10. ALL NEW ELECTRICAL SERVICE POWER,PHONE,AND/OR CABLE)SHALL BE o (N)15 GA N :. �� RFA.=.11 037�SQ.... ��..'.. .... i I LANDSCAPE ARCHIiECT STAl1NG TAHT oa a o u m��;�� s-<<9�, 9. ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED UNDERGROUNDED. ( I N ITAUAN cvPREss W _..�,..,,,,,,,,, b, r___� � �� - - 1HE TREES PROPOSED WILL MEET OR e v�� , €n��-_ 102 6'�HT.�` .�d EXCEED.HEIGHT,SPREAD AND GROWTH a�o i i��„ °`a� 'g a a e� BY DEMOUTION OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL I - .. .......... g=•� {t�� I -I � Rq� - oa�tg-m;=o-e-oa�� BE PATCHED AS REQUIRED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS ��. TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR � I o (N)15 GALLON'`Z,v,��_ �_ �� L-_-J � I I �\� 4 I Cgd I as'axa�..a„aaix aa=E,oaa IN MATERIAL,FIRE-RATING,FINISH, AND COLOR,UNLESS OTHERWISE NOTED. i irAunN CYPREss --� L___J I 9� SHALL DOUeI.E CHECK AND FOI.Low UP � FOR FINAL INSPECTION. � I i° � 6'HT.'�. :.�.�......�.. .�.�.�.� . �.�.�.�. ..�.�.�.�......�. ...�.�.��.�� =� �J "' I WI1H LANDSCAPE DESIGN BY LANDSCAPE 10. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT 12. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE,DIRECTED o N)15 GALLON' � A�R�RIET IN hiE BUIIDING PERMIT SET �ggD ARCy�T ' ITEMS TO BE REUSED OR RETURNED TO THE OWNER OR AS OTHERWISE AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. I I � ITAUAN CYPRESS ;"=�^�, EM� I I ___ I F DIRECTED. � . �6'HT. . , dp -1 AN ISA-CERitFlED ARBORIST WILL BE vSY-CH TSAI 6 I � I I I REQUIRED TO VERIFY THE SPECIES AND .� _p4p34� �' � a. �...... . 13. PRIOR TO BEGINING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY,THE I � o (N)15 GALLON ., ..'. '. . '. ....'......'.�.... .'.'.. ��" I I I�+�u^�I , HEALiH OF THE iREE AND lHAT THE 11. IN ALL AREAS WHERE DEMOLITION REMOVAL OF TILE,PARTITIONS,ETC. CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT � ITAUAN CYPRESS "`"^� �^w Tf2EE PROTECTION MEASURED ARE IN t/ai/n � � � 4' L___-___J I I I pLACE PRIOR TO CONSTRUCTION.THE RENEWAL Q CAUSES AN UNEVENNESS IN THE SLAB,THE CONTRACTOR SHALL PATCH TO PERMIT FROM i}1E PUBLIC WORKS DEPARTMENT. I 6'HT.�� , � I I �' DA7E LEVEL THE SLAB TO RECEIVE NEW FINISH FLOORING. � . . .. �^ �F o ARBORIST WILL ALSO NEED TO CERIFY 9 o (N)15 GALLO '�, i aH�p a�,•,�� ------� hiE HEALlIi OF 111E TREE FOLLOWING �FCNlF � ITALIAN CYPRE55 '��':. �� ,�a° CONSTRUCiION. 12. ALL EXPOSED LIGHT FIXTURES, WIRING,SWITCHES,CONDUIT,AND METAL � '� s'HT.5 � �°'�� SY-CHENG TSAI C-24234 MOLDING NOT BEING REUSED SHALL BE REMOVED AND EITHER STORED OR ' ' ''''' '''''''' '''' ''''' ' DISPOSED OF BY THE GENERAL CONTRACTOR AS INSTRUCTED BY THE � � o (N)75 GALLO ' �� a�{d 104 � � � W ITALIAN CYPRESS �"'=^��:' e° 9rowono. F1 �j OWNER: MRS.RUIPING WANG OWNER. �.��. I 9 � - s'HT.'. ;. ..... 0 p PHONE: 1-408-564-2921 �� ,,,,,�„,a � �� . � � EMAIL: �+�p�ngwang0loyahoo.com 13. THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY � i��'�""� �S,F o � (N)15 GALL ��"s. -a-. B � LIGHTS THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED. � - �,�� k- ��`�y��. ( I N �ITAUAN CrnREs ��"�; q � >a ` 6'HT.� . ... �� . J � 14. THE GENERAL CONTRACTOR SHALL CAP OFF BEHIND FINISHED SURFACES ~`�-�j�� --i�(,��'"'� I 0 o d- (N)15 GALL N�� ' �3 � d- ALL PROJECT PLUMBING,FLOOR ELECTRICAL/TELEPHONE OUTLETS,AND ALL l� �4� ... � I � Z IrAUAN CrnREs „" .�. Z OTHER PROJECTING ITEMS THAT ARE BEING ABANDONED. r �.� 0 s'H7.� ;.'' B 15. THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER -7"��'�-�` � � � � I � � ITALIAN CYPRESN��^..^�•� � WALL DEMOLIl10N INCLUDING SWITCH BOXES,PLATES,BRIDGES,OR ANY '� "' 6'HT.' t' a 102 � OTHER TELEPHONE OR ELECTRICAL WIRING OR EQUIPMENT.VERIFY WITH ' � TENANT REUSE OF EXISTING CABLING PRIOR T0 REMOVAL. ,„� '"^� � I '�•�-� �- - -- ----p� SSC00 � e.,,.-4 WM � 16. ALL"'EXISTING TO REMAIN","EXISTING","RELOCATED",OR°NEW°ITEMS '�°� �,,;,,,,,,,,,,,,'n I 93 '1Dt � INSTALLED BY THE GENERAL CONTRACTOR,IN ADDI710N TO BEING AMPLY SL � PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION,SHALL BE „��,,,m' 0 � THOROUGHLY CLEANED TO THE SAl1SFACTION OF TSCGI PRIOR TO BEING � � ` TURNED OVER TO THE OWNER. ��. � - -- - -- 2�- -- -- - -- -_ __ _ --100 _ � A� 94 � � 17. REFER TO ENGINEERING DRAWINGS FOR REMOVAL AND/OR RELOCATION IF � 92 93 S.44��J8�OO . 97 112.62� J$ � REQUIRED OF HAVOC DUCTS, DIFFUSERS, SPRINKLER HEADS,EXIT LIGHTS, y ,�,�� 95 96 99 ETC. ,"'".w �.,„„ � � �. �'x � � • 18. SOME DOORS AND FRAMES TO BE REMOVED SHALL BE RETURNED TO '�'. �M�,��u�.��„ .�.� � ' OWNER.HANDLE CAREFULLY AND STORE ON SITE. t �TttffPlftiifCTtUtlSTriNMAllS'b �y J� m � � i�cF<m�rna�.r .>ur.�.-, .�.,c�.1(�.f'-=�F.u��3 WV ��1'�!�� 'LJ`L./� �� a 1L'�/ ��1 � .. � �A � � . � ar.2^�uu,nuvr�,s' iio�:. . . . . . 11_ � � � � � ��e � �� ---------------------------------------------------------- � � 1. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL ��8�� THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF THE � ' NTS � � PROJECT AND THE CONTRACT DOCUMENTS IN ORDER THAT DEMOLITION � WORK WILL INCLUDE DEMOLISHING ALL ITEMS INCIDENTALS,WHETHER CALLED �TgM � FOR OR NOT. EL=100.00 2. THE GENERAL CONIRACTOR SHALL REVIEW THE DRAWINGS AND ��6��"�' SPECIFICAl10NS TO COORDINATED WITH EXISTING BUILDING CONDITIONS.ANY �-----------� ��a�D� �-----__--- VARIANCE OR DISCREPANCY THAT ARISE FROM ABOVE REVIEW,SHALL BE I I I REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION.` q� ASSESSOR'S PARCEL NUMBER: 342-17-045 3. CONDUIT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT f------'-� � f-------� I �� u �� STRUCTURES. NAME OF OWNER. MRS.RUIPING WANG � I � I 2ND FL AREA ENCLOSED BY 2ND FL EXiERIORI � I � � �� 4. PROVIDE,ERECT,AND MAINTAIN TEMPORARY BARRIERS AND SECURITY PROJECT ADDRESS.10721 SANTA LUCIA RD.,CUPER11N0 WALLS 1,320 S.F. I �________^ I � 15T FL AREA ENCLOSED BY tST FL.Ex7ERIOR WALLS ��j�O�� DEVICES. . � � (2ND FL ROOF EAVES EXCLUDED) � � � ---� 1,780+438+50+78=2,286 S.F. i� CONTACT PERSON. MR.JACK LIN PHONE. 408-218-0587 � � � (GnRnGE 442 SF,WINDOWSILL 18 SF&PORCH 50 SF INCLUDED) �p 5. ANY STRUCTURAL SUPPORT,BRACING AND SHORING NEED TO HAVE FAX. � I � I ��u�� ENGINEER REVIEW PRIOR TO COMMENCE THE WORK. � I � I NET SQUARE FOOTAGE OF LOT. 9�9» S•F � � � � i oa�: 06/19/15 6. LOCATE EXISTING UNDERGROUND UTILITIES IN AREA TO AVOID DAMAGE BY � DEMOLITION. � � � � EXISTING PROPOSED I � I i �oe No.RC15-0901 7. ALL DEMOLITION WORK TO BE PERFORM CAREFULLY,ITEMS TO 6E REMOVED SQUARE FOOTAGE: FIRST FLOOR: 1.608 1,780 � � I i � � I NEED TO REMOVE,DUMP AT LEGAL DUMP SITE,CLEAN THE WORK AREA SECOND FLOOR: 0 1,320 � � � ISSUE&REVISION AND PREPARE THE AREA TO RECEIVE NEW WORK AS SPECIFIED ON THE GARAGE: 367 438 2ND FL AREA ENCLOSED BY RooF EAVEs � I � I DRAWINGS. 1,593 S.P. � 1ST FL AREA ENCLOSE�BY 1ST FL ROOF EAVES 09�08�15 LANNING REVIE TOTAL: 1.975 3,538 I � I 2,asz s.F. (2ND Fl..ROOF EAVES INCLUDED) Q 10/23/15 PLANNING COMM. 8. BACKFILL AREAS EXCAVATED AND OPEN PITS AND HOLES CAUSED BY A i _ � I � (GARAGE,FRONT PORCH&2ND FL RoOF EAves RESULT OF DEMOLITION. i � I iNCLuoED) ARE THERE AT LEAST TWO 10 FOOT BY 20 FOOT CLEAR SPACES INSIDE � I � 11/23/15 PLANNING COMM. 9. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAW TME GARAGE? �y N � � � � 3 SITE GRADES AND CONTOURS. I j I IS PRIVACY PROTECTION PLANTING REQUIRED FOR THE PROJECT? Y N -----i ----� -----, ----� � 4 10. UNLESS WHERE NOTED OTHERWISE,IMMEDIATELY REMOVE DEMOLISHED O .� j � j � j � I 5 MATERIAL FROM SITE.LEAVE SITE IN CLEAN CONDITION. BUILD IT GREEN TOTA�POINTS N/A �------ � � ---- � �� 6 11. DO NOT BURN OR BURY MATERIALS ON SITE. ON WHAT FLOOR(S)IS WORK BEING DONE? NO j I ��(� 7 12. REMOVE AND PROMPTLY DISPOSE OF CONTAMINATED,VERMIN INFESTED,OR BRIEF DESCRIPTION OF WORK. NEW FLOOR INCLUDES: I ______ I 8 DANGEROUS MATERIALS ENCOUNTERED.REPORT TO ARCHITECT AND RELATED �ST FL• (�LIVING RM (�PORCH (�)POWDER�)LOBBY �)2 CAR GARAGE ��-�� 9 AGENCIES AS REQUIRED. _(N)BATHROOM#1.(N)BEDROOM#1.(N)FAMILY RM..(N)KITCHEN AND fN)DINING ��IF �� 10 13. CONDUIT OPERATIONS WITH MINIMUM INTERFERENCE TO USE AND THOROUGH 2NF FL: (N)BE�ROOM#2.(N)BEDROOM#3.(N)M.BEDROOM.(N)M.BATH NTS �� PUBLIC WAY.MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES. AND�M LOUNGE ��.� ��^�� 14. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMITS. SHEET N0. _ 15. ANY PIPE,CONDUIT,OR CABLE ORIGINALLY CONNECTED TO THE REMOVED CODE EDIl10NS:2013 CBC (Y N)2013 CFC (Y N)2013 CMC (Y N) �� 2�� ITEMS TO BE DISCONNECTED AND CAPPED PROPERLY.IF THE ITEMS IS PART 2013 CPC (Y N)2013 NEC (Y N) �r OF A SYSTEM THEN NEED TO RE-CONNECT TO EXISTING SYSTEM AND KEEP o�9��,�9��'�e��•� %��% Q � IN A WORKING CONDITION. EFFECIIVE 1/1/11 _ 16. THE LOCATION OF DISCONNECTED AND/OR CAPPED LINES SHALL IDENTIFIED DRAWN BY: JL �� ' �J ��. �� ; �� - EXISTING CONSTRUCTION TO REMAIN 12. PROVIDE ATTIC VENTILATION AS PER(2010 CRC SEC.R806 AND THE ; � �.� (N)FURRED WALL/COLUMN. CALIFORNIA ENERGY STANDARDS COMMISSION.) �' 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED '� NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS�16"O.C. AND INSTALLED IN ACCORDANCE WITH TNE TERMS OF THEIR LISTING AND THE " AND IN THE EXTERIOR STUCCO 7/8"MIN.STUCCO 0/METAL MANUFACTURER'S INSRUCTIONS AS PER(2010 CRC SEC.R1004 AND R1005.) � � LATH 0/TWO LAYERS OF GRADE�D'B�DG.PAPER 0 Vd00D BURNING APPLIANCES WITHIN THE SACRAMENTO MEiROPOLITAN AIR '� rn rn � QUALITY MANAGEMENT DISTRICT(SMAQMD)NEED APPROVAL FROM SMAQMD. � °� j� PLYWOOD. (916-874-4884). 54,-�„ � � M �� NEW 2X4 WOOD STUDS�16� O.C.W/1/2��THK.GYP.BD.ON �4. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECiION R317.A ...�. THE BOTH SIDES MINIMUM OF 12"CLEARANCE TO UNDER FLOOR GIRDERS AND 18"CLEARANCE � � � TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE-TREATED WOOD OR � � NEW 2X4 WOOD STUDS�16"O.C.W/1/2"THK.G1P.BD.ON WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED.A MINIMUM 18-INCH BY 2�-9� 2-0�� 6'-11�� 3'-3�� 8�-�� 9�-4�� 11�-0�� " THE BOTH SIDES USE WONDER BD.OR DUROCK AS BACKING 24-�NCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. � w Q MATERIAL AND WATER PROOFED MATERIAL. � �- � (2010 CRC SEC.R408.4.) �� GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH ZR �+ o AT LEAST 1/2°THICK DRYWALL,AND THE CEILING SURFACE �5. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. �� (2010 CRC SEC.R302.11.) ^`�.,' ' REQUIRES MINIMUM 5/8"1111CK�INTERIOR SIDE. o q � ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS�16"O.C. �6. ALL GYPSUM BOARD,STUCCO, PLASTER,AND LATH SHALL BE INSTALLED. � , � . � ' � � j W/7/8"STUCCO�EXTERIOR SIDE. (2010 CRC CHAPTER 7.) � � x� ,�S � "' ��' � N � S.G: SAFETY GLAZING WINDOW/TEMPERED GLASS 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. 2010 CRC SEC.R703. �ELEC.PANEL � a � ) (N)8 0 X6 8 15"X24„ F� i'� N 6 0 X4�0 r TEMP. GL. _ � U I x I CRAWL ACCESS 18"X24"MIN.(2010 CRC SEC.R408.2) �8• ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID � p�� ,�,'�'J, N�W SLIDING DR. 200 AMP. � o N �!�� FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. � .•-l-�G• SLIDING/S.G. r+�'�,, c� o �--%'' ATT1C ACCESS 22°X30"MIN. 2010 CRC SEC.R5017 (2 0 1 0 C R C R 1 0 0 3.9.1) � ,�� G� TEMP:GL. �F p -}-R, N LAU. I � Z I �� I � � `� Q• 'O S O-. TILE (N)5'0'�X5�0° N 5'0"X5�0° � N y < A HEAD ROOM CLEAR HEIGHT IN A ATT1C AT LEAST 30" F � c� (N)DR R � � � I �� I 19. FIXTURES SHALL BE SPAC ED I N A C C O R D A N C E W I T H T H E C A L I F O R N I A P L U M B I N G � !, TEMP.GL T E M P.G L �_-�� AT THE ATTIC ACCESS" CODE.(2010 CRC R307.1) EGRESS EGRESS ` '§`o m-o 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED a„'oa:�:o5 ;n..s��s; SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A r- °L��9€'„a-` F=�.=_°°� �� a v� � c�� J OD L � Eao�°-�_�°- � ��_m_z NONABSORBENT SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT I EP�i �a=�-;� (N) FAMILY RM. m9 a�^�= o_ �a OF NOT LESS THAN 6 FEET(1829 MM)ABOVE THE FLOOR.(2010 CRC R307.2) � ( ) HDWD ��=�°,o��=9e'o�°, ='�frszs i N ReF. �Nl OFFICE ��o;o9vors�o;'"" ' go5:y5° 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR -� w:'•c+=�ama=o�o = o�e�= HDWD v a ti��m^ € 'soa�'� VENTILATION LIGHTING OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. " �3��9°'��,a� €c 0 � � oa=��°�9� �-=a LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION I (N) BEDROOM �1 I a�'_;m�'oa�°="� ""�� AREA REQ'D AREA REQ'D PROVIDED - ' ROOM NAME AND ROOM SIZE _ 4� OR WINDOW WALLS.THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE Q I omoa�voaee=o-eao>�x LOCATION (S.F.) 5 S.F.>MIN. 10 S 8F.)MIN. AREA(S.F.) FIRST 10 FEET(3048 MM).(2010 CRC R401.3) �p _f � HDWD asoce�s9„aa,m aaeNoaa 'n I (N)ISLAND �SEo ARcy�T� � � �� - � N KITCHEN SY-CH TSAI x I .�.� (N) BATH {�1 � c-zazsa. � 1. GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST �vS � T��E TILE �/3t/» 1/2"THICK DRYWALL,AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" `� � `� R�A� e' THICK�INTERIOR SIDE. � � � \ / q�op�pvf� • �,-�l o� - 2. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS�16"O.C.W/7/S" � � N PTRY� � I /� �� i-�ui� in ------------- L-----J \/ x� � SY-CHENG TSAI C-24234 STUCCO�EXTERIOR SIDE. (N)W. . o � HDWD N PDR N W.I.C. � \�� o� in OWNER: MRS.RUIPING WANG 3. ALL DRYWALL SEAMS MUST BE TAPED/FINISHED WITH JOINT COMPOUND �E --dQ�--� � O �� zN� � PHONE: 1-408-564-2921 /AND SOME JURISDICl10NS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS � E M A I L: r u l p i n g rv a n g 0 7 o y a h o o.c o m PURPOSE. O � � �� 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/DAMAGED DRYWALL � O �` * a � 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS SECTIONS,ANY PENETRATION MUST BE SEALED(FIRE RATED CAULKING � R REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES,AIR DUCTS, _ - CLEAR AREA IS 5.7 S.F.MIN.,(5 S.F. MIIN.IF THEY ARE WITHIN 44 INCHES DOOR FRAMES, ECT). ��N � L ABOVE OR BELOW GRADE,NIGHT 24 INCHES MIN.,WIDTH 20 INCHES MIN., x� N O olr�� ZO�-O�� ° AND BOTTOM,CLEAR OPENING 44 INCHES MAX.ABOVE FLOOR. 5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE � b Zd� jN) DINING RM. ~o�\K � � (2010 CRC SEC 370.) FIRE RESISTANCE RATED OR 1 3/8"SOLID CORE DOORS. N `O o w w HDWD UP 7R =��I�� cn � r � 2. W I N D O W S W I T H A N O P E N I N G S I L L H E I G H T M O R E T H A N 7 2 I N C H E S A B O V E G R A D E 6. D O O R S R E Q U I R E P R O P E R W E A T H E R S I R I P P I N G T O C R E A T E A N A I R i 1 G H T 2 � SHALL HP,VE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. ABOVE THE FINISHED FLOOR.GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 3 13 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE 7. THERE SHOULD BE NO OPENINGS BEIWEEN THE GARAGE AND ROOMS USED � � � (2010 CRC SEC.R612.2). FOR SLEEPING PURPOSES. 2-� 4 1z _ _ � � 5 11 p a �1 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED 8. A FORCED AIR HEATING SYSYEM DISTRIBU7ING AIR THROUNGH THE HOUSE 6 10 I � � _ NATURAL LIGHT(8%)VENTILATION(4%).(2010 CRC SEC.R303.1) WITH A REGISTER(SUPPLY OR RETURN)OPEN IN THE GARAGE.THE AIR 7 g o " � DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. � 8 N �N� 2 CAR GAf2AGE o N � 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 I d'� CONC.SLAB x z GA.STEEL,NO PLASTIC OR ALUMINUM(THIN WALL OR FLEXIBLE TYPE)VENT o� I� o � 5. A PERMANENT LABEL PER CBC SEC.2406.4 SHALL IDENTIFY EACH LIGHT OF HOSES PENETRAl1NG THE SEPARATION WALLS ARE PERMITTED-IF THERE'S I I� N STAIR �- � _ SAFETY GLAZING. NO OTHER WAY TO RUN THOSE VENT PIPES,INSULATE IT,BOX IT OUT AND � I� �LIVING RM. H�w� z�' � FINISH IT WITH 5/8 DRYWALL(TYPE X, TAPED) �� HDWD 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR � SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7)LANDINGS MAY g, GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED � BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3(CBC TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. �N) " � 1008.1.6).THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 6'0°X6�8° 3/4 INCH THRESHOLD. 10. ATTIC ACCESS INSTALLED IN THE GARAGE.THE GARAGE FIRE WALL/ o c� DR. � � HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF - X�� DECKING OR GARAGE SECTION SHOULD HAVE A 5/8��DRYWALL CEILING � o z d �GAS.(METER � � � INSTALLED. � Z o w (N)16'0"X7'0"GARAGE DOOR � � 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET(2440 MM)FROM >>• GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18' ABOVE THE FLOOR. "� " � �' (N)5'0°X5'0° ^� � EACH END OF A BTACED WALL UNE AND SHALL BE SPACED A MAXIMUM OF 25 ,.'� �' ,� •� .' ,. TEMP.GL. FEET(7620 MM)ON CENTER. (2010 CRC R602.12.1.2) � ff '�. N PQRGFN��..� 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET � J � ,- �,CONC..SL.4�3 '�� OR CLOSER TO PROPERTY LINE,OPENINGS IN WALLS BETWEEN 3 FEET AND UP �` 20y ��o . •;,:� „ e TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25%OF WALL AREA.ALL (N)6'0"X6'0° `Y�O� �'� � WALLS LESS THAN 5 FEET FROM TNE PROPERTY LINE MUST BE FIRE RESISTIVE 'c G+ ' SLIDING/S.G. F�+�Q ,�`� � r �� CONSTRUC110N,(2010 CRC TABLE 302.7).EAVES MUST BE PROTECTED IF ANY �� .�F. UP PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. TEMP.GL. ZR ��' THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE EGRESS PROPERTY LINE,BUT NO CLOSER. �� 3. PROV�DE 2X6�ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON SIRUCTURE DWG. �a�: 06/19/15 4, PLATE WASHERS,A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM)IN SIZE,SHALL BE PROVIDED BETWEEN THE �oe No. RC15-0901 FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR Z�-g� -�� 6�-1�� -��2�-'a"I�-6� 6�-2�� 1'-6� 8�-2�� 1'-6� 1 7'-1 0'� 1�-6� STRAPS ARE USED.(2010 CRC R602.11.1) ISSUE&REVISION 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR 09/08/15 LANNING REVI OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. ZO'-�O�� LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION 1 10/23/15 PLANNING COMM. WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE 11/23/15 PLANNING COMM. FIRST 10 FEET(3048MM).(2010 CRC R401.3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING , . � 3 A THICKNESS NOT LESS THAN N0. 26 GAUGE SHEET STEEL AND HAVE NO s r, S 1 �,� � �ao'`.� .N- �� 4' OPENINGS INTO THE GARAGE. (2010 CRC SEC.R302.5.2) �: � :,;�. -- ',' ' � .�1;`y�'��5 s:G»:�k..��t J y ,.,..,R.. .«�a^ r�a.m�'..�* a �ri.s��u�'��E�� _�:m�=-^^ 5 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS,SHALL tr--�3 `° 6 NOT BE LESS THAN 7-FEET IN ANY DIRECl10N AND HAVE A MINIMUM OF 70 e��L� ^�'��A�;��'�a��c� � SQUARE FEET OF FLOOR AREA(EXCEPT KITCHENS). . ��x �i a��0'��'��s,�-�-- �� '�"^�;`�"'�r'°�'�¢ 7 (2010 CRC SEC.R304.) - A , $ �' p� � a � �� °�� 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS �'`'E �� I,', �� _ 9 6 c�.�.��sti� .+ r'_�f/`� rs� � �� ..�. s.a�:_..., _..,.... .. SCALE: 1�4"=1'-0" 10 � ) 5.. , - ' z� �< 11 LOCATIONS AS SPECIFIED IN. 2010 CRC SEC.R308.4. � e s 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT ��""�""n�F`��'''��__ �i A SURFACE TO A HEIGHT OF 6-FEET ABOVE THE FLOOR. G.,,:''y'��.J,�<,,•��'? i _ .�� =�•'�� (2010 CRC SEC. R307.) �` �p �`""�"'""��"�`�� I SHEET N0. 1`c��i,�.rv I;�a{"?'t� ;� . _ � _ 10. PROVIDE AN APPROVED ATTIC ACCESS 22"X30'�WITH 30 INCHES MINIMUM VERTICAL HEADROOM.(2010 CRC SEC.R807.) � 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE ' - WITH 1/2 INCH GYPSUM BOARD.(2010 CRC SEC.R302.7) DRAWN BY: JL � _ � �� - � EXISTING CONSIRUCTION TO REMAIN 12. PROVIDE ATTIC VENTILATION AS PER(2010 CRC SEC.RS06 AND THE E � CALIFORNIA ENERGY STANDARDS COMMISSION.) �_ (N)FURRED WALL�COLUMN. � �_� 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED >"� `%'-�%--'` NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS�16"O.C. AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE �� ^ � MANUFACTURER'S INSRUCTIONS AS PER(2010 CRC SEC.R1004 AND R1005.) 39�-6" ao ao AND IN THE EXTERiOR STUCCO 7/8"MIN.STUCCO 0/METAL ^ � rn rn LATH 0/TWO LAYERS OF GRADE�D'BLDG.PAPER 0/ WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT(SMAQMD)NEED APPROVAL FROM SMAQMD. � � � PLYWOOD. (916-874-4884). : � M M 10'-10° 15'-4" 13'-4" � m m��m� NEW 2X4 WOOD STUDS�16��O.C.W/1/2"THK.GYP.BD.ON �4. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECTION R317.A THE BOTH SIDES MINIMUM OF 12"CLEARANCE TO UNDER FLOOR GIRDERS AND 18'CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVAl1VE-1REATED WOOD OR � �� 'l�� NEW 2X4 WOOD STUDS�16"O.C.W/1/2"THK.GYP.BD.ON WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED.A MINIMUM 18-INCH BY � � .� X THE BOTH SIDES USE WONDER BD.OR DUROCK AS BACKING 24-INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. � F � MATERIAL AND WATER PROOFED MATERIAL (2010 CRC SEC.R408.4.) � �� GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH � o 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. AT LEAST 1/2"THICK DRYWALL,AND THE CEILING SURFACE �N REQUIRES MINIMUM 5/8"THICK�INTERIOR SIDE (2070 CRC SEC.R302.11.) � ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS�16��O.C. �6. ALL GYPSUM BOARD,STUCCO, PLASTER,AND LATH SHALL BE INSTALLE0. y� 0 �„� W/7/8"STUCCO�EXTERIOR SIDE. (2010 CRC CHAPTER 7.) _. !�� . � � � � � o�?� - � rn S.G. SAFETY GLAZING WINDOW/TEMPERED GLASS 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED.(2010 CRC SEC.R703.) � x�� a � _ o Za: r--------------� � ' j�x�I CRAWL ACCESS 18"X24"MIN.(2010 CRC SEC.R408.2) 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID � (N)4'0"X3'0" �ow � � - � � � o �!�� FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. SLIDING/S.G. �v�i~ � � � -� - � �--�� (2010 CRC R1003.9.1) TEMP.GL. � � X�� N � z I�� I ArnC ACCESS 22"X30"MIN.(2010 CRC SEC:R5017) I I o Z o�� I N v�i I� I A HEAD ROOM CLEAR HEIGHT IN A ATTIC AT LEAST 30" �� o W w T 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING �_�� AT THE ATTiC ACCESS" co�E.(20�o cRc Rso�.i) i��\�� -------- � .�N) BEDROOM �3 � vN Q� - 0`E 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED �� i`� � I HDWD � xm;oa��ae� o aY$u��o I I �r��a�`=�9�s F��=°a= ' � �� 4�� SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A I I I €De�'�==oo� �=a=°te3 NONABSORBENT SURFACE.SUCH WALL SURFACES SHA�L EXTEND TO A HEIGHT I � � (N)2�0"X4'0" ma aP��^�E„_$ S�a _�': ^ OF NOT LESS THAN 6 FEET 1829 MM ABOVE THE FLOOR. 2010 CRC R307.2 ' I SLIDING S.G. �o$S o��m""o °�s�2 3 � ) � ) " I I � e sse �sao � � � �--------------� TEMP.GL ,re��as.�.o,,,$;� n�s,:=�� 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR � =6�=�9�° �q _o.�ooaqa�e��=E>5$�� VENTILATION UGHTING OTHER APPROVED POINT OF COLLEC110N THAT DOES NOT CREATE A HAZARD. � O --- � / � � aa m��o�m'�'€�3 E_ SHWR. 9y�-� LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION � � ag�i=��n'a�v�€`s'=�� `� % -aooa��$a:e=o- ' S AREA REQ'D AREA REQ'D PROVIDED WALLS.THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE ��/� - a=ax;sss„aa:m a�d�oda R O O M N A M E A N D R O O M S I Z E �---� � o c? LOCATION (S.F.) -�4'�)OR -(8%)OR WINDOW FIRST 10 FEET(3048 MM).(2010 CRC R401.3) � �i�� X� � r7rn� _ 5 S.F.MIN. 10 S.F.MIN. AREA(S.F.) 0 �\ I - x �. �N� M. BATH X� �p �\�� i--- -i /� '\� 11LE � Z�W � �`'�D AR�y�� . �� . v5Y-CH TSAI I I � -24234 �y' � I I 1. GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST I � I RENEWAL 1/2"THICK DRYWALL,AND THE CEILING SURFACE REQUIRES MINIMUM 5/S" � � I I � _ q on� P THICK�INTERIOR SIDE. - • r---------� I �F o '� ��, � � � j �M LOUNGE � °Fcw-`e 2. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS�16"O.C.W/7/8" N --Xo�� (N� BEDROOM �2 j � HDWD i � ___ � U � SY-CHENG TSAI C-24234 STUCCO�EXTERIOR SIDE � a�� / _ � ' � � Z��w � HDWD � � i i � �\ ,/ � �Q I M N� OWNER: MRS.RUIPING WANG 3. ALL DRYW,4LL SEAMS MUST BE TAPED FINISHED WITH JOINT COMPOUND `-'� L__-_-----J �/ � � X�. 00 PHONE: 1-408-564-2921 AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS I I I I /��\ I �= j �Z� � EMAIL: rutpingwangm�yvhoo.com EI'� �� PURPOSE. � �----------J � KYLIGHT�� Z I "�~ � 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/DAMAGED DRYWALL I � � 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS SEC110NS,ANY PENETRATION MUST BE SEALED(FIRE RATED CAULKING ' J REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DN 17R CLEAR AREA IS 5.7 S.F.MIN., (5 S.F. MIIN.IF THEY ARE WITHIN 44 INCHES DOOR FRAMES,ECT). ABOVE OR BELOW GRADE,HIGHT 24 INCHES MIN.,WIDTH 20 INCHES MIN., � 5. ENTRY DOORS FROM THE GARAGEINTO THE HOUSE AT LEAST 20 MINUTE AND BOTTOM,CLEAR OPENING 44 INCHES MAX.ABOVE FLOOR. I I � (2010 CRC SEC 310.) FIRE RESISTANCE RATED OR 1 3/8'�SOLID CORE DOORS. _ , I I -----------� � 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR T1GHT - -,��N�� I I I I � SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS � x� w � �{N) FAMILY j I I � ABOVE THE FINISHED FLOOR.GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 I in Z a� I HDWD � I I � � INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED v��w I � I (N� M. BEDROOM � ' � (2010 CRC SEC.R672.2). FOR SLEEPING PURPOSES. � N � � � HD� � in � 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SAiIFY THE REQUIRED 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE �____________________� I I _ � • NATURA�LIGHT(8%)VENTILATION (4%).(2010 CRC SEC.R303.1) WITH A REGISTER(SUPPLY OR RETURN)OPEN IN THE GARAGE.THE AIR I I � � � (N)6'0"XS'0" DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. N STAIR I I TEMP.GL. 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 SLIDING DR. HDWD � � � GA.STEEL.NO PLASTIC OR ALUMINUM(THIN WALL OR FLEXIBLE TYPE)VENT I _I p 5. A PERMANENT LABEL PER CBC SEC.2406.4 SHALL IDENTIFY EACH LIGHT OF HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED-IF THERE�S L___--__-___ J (N)4'0"XS'0" (N)5�0°X5�0" � - SAFETY GLAZING. NO OTHER WAY TO RUN THOSE VENT PIPES,INSULATE IT,BOX IT OUT AND SLIDING/S.G. SLIDING/S.G. FINISH IT WITH 5�8 DRYWALL(TYPE X,TAPED) TEMP.GL. TEMP.GL. � 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7)LANDINGS MAY 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED � BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3(CBC TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. �y ,p p � 1008.1.6).THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A � N B LCO Y iJ2' -1- G' I 3/4 INCH THRESHOLD. 70. ATl1C ACCESS INSTALLED IN THE GARAGE.THE GARAGE FIRE WALL/ I F��F`O�-f-, '� �'� � � HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF � H WD ��O�S`So�. N 6'0"XS'0 �� • � � DECKING OR GARAGE SECTION SHOULD HAVE A 5/8°DRYWALL CEILING �'��' SLIDING/S.G. F.�F. m � � �� INSTALLED. TEMP.GL. � EGRESS 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET(2440 MM)FROM 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18"ABOVE THE FLOOR. � EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET(7620 MM)ON CENTER.(2010 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES,NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE,OPENINGS IN WALLS BETWEEN 3 FEET AND UP WALLSFLESS�THANPS�FEET FROM HENPROPERTY L�E MUSTWBE FIREERESISTIVE �� CONSTRUCTION,(2010 CRC TABLE 302.7).EAVES MUST BE PROTECTED IF ANY �p PART OF THEM.EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. �II`�� PRIOPERTY LI EABUT NO CLO ER.EXTEND TO A POINT 24 INCHES FROM THE ��A ��o ��n I!� L��II� 3. PROVIDE 2X6�ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON sTRucn�Re�wc. 8'-4" 9'-2" 8'-1" 3'-6" 6'-11" ,-�' �ArE: 06/19/15 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM)IN SIZE,SHALL BE PROVIDED BETWEEN THE ��-6" �oe No.RC15-0901 FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2010 CRC R602.11.1) 39,_6„ ISSUE&REVISION 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR 09/08/15 LANNING REVIE OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SFIALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION 1 10/23/15 PLANNING COMM. WALLS.THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE �; ,�,F 31�-2�� 11/23/15 PLANNING COMM. FIRST 10 FEET 3048MM.(2010 CRC R401.3) �,� g6 � ) ��.�"�&�8�� _ �� 3 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING � �� A THICKNESS NOT LESS THAN N0.26 GAUGE SHEET STEEL AND HAVE NO ��i� ��a�� ,q ��g�� 5 OPENINGS INTO THE GARAGE. (2010 CRC SEC.R302.5.2) �' $ a �i 7. HABITABLE SPACES WITNIN A DWELLING UNIT,OTHER THAN KITCHENS,SHALL ,�� _� 6 NOT BE LESS THAN 7-FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 ��a�� _ % �� •� �� pp�� 7 SQUARE FEET OF FLOOR AREA(EXCEPT KITCHENS). 7� � t� �`� $ (2010 CRC SEC. R304.) o � i - � ��x ,¢y SCALE: 1/4"=1'-0" 9 S. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS ��'�y�,�� A� LOCATIONS AS SPECIFIED IN.(2010 CRC SEC.R308.4.) -�-�.��r-..�a•�=�-�r�m-r-��s^'�"�"""" �� A 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT 1t'�"`�`�_"`��p�r �� SURFACE TO A HEIGHT OF 6-FEET ABOVE THE FLOOR. SHEET N0. (2010 CRC SEC.R307.) ' 10. PROVIDE AN APPROVED ATTIC ACCESS 22��X30"WITH 30 INCHES MINIMUM VERTICAL HEADROOM. (2010 CRC SEC.R807.) � 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACES,AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE - WITH 1/2 INCH GYPSUM BOARD.(2010 CRC SEC.R302.7) DRAWN BY: JL ..�� \�' � � � � � �; y �, � � � � �� o � � - *ROOFING MATERIAL SHA�L BE COMP�IANT WITH COOL ROOF RATING COUNCIL. � M M *CEM.TILES.Cs�6-12 PITCH (TYP.) � .-..-. *CLASS A ROOFING MATERIAL(REQUIRED BY MUNI. CODE SEC.16.06.080) o 0 28'MAX.HEIGHT � �� --------------------------------------------------- TOP OF RI�--------------------------------------�•----------� U J X __________________________________________________ IPROPERTY LINE / \ PROP E R T Y L I N E� TOP OF RIDGE � H � /� MOUDLING&TRIM KELLY-MOORE KM3452-2 - � I� v O . / . . . . . . ' . N �� . / *TWO LAYERS OF 15#FELT FOR ROOF '��'� / CEM.TILES � a� o M � / j STUCCO WALL � � (�� W � I // � I w rn / 2ND FL I M ¢ / TOP OF PLATE � o / TOP OF PLATE SPARK ARRESTOR REQ.FOR - THE TOP OF FLUE. ' / (N)CHIMNEY / \ � N � i /� _ � 5�-2" � �� - �� I �� \� � _ � _ 6 a o m � �I TYP.WOOD STUDS CHIMNEY � � d. � - \ � I �I �9°�9}�000 o a mY^° /� m WITHE EXTERIOR STUCCO FINISH D o �N� �N� I �N� � N) (N) (N) �� o� �r��a�oo9a$ ��Ra=ao� / SEE S2.1.1 FOR CHIMNEY CONN CTION I N � _ vao�°-=ya;� �v -��o� / � � � a \ � ��=_°�o�.,��=o�°u '€s�r / I � . . \ mao�o�9oer��o�n"°.asa � � � . M I I . .. � �- � N v�ro�oa�=�Eo��E�Sz�� /� —— — ————— —— — — — — . I — _ _— — I — —— — • — 9„o�s �m'So€� � ` m=` . . _ _ D FL.SUBFLOOR _ s-r-a= I � �I 1 ST FL. � `� GARAGE � ��U�� e-.� €�s�-=- o TOP OF PLATE �� TOP OF PLATE asa°m;�s9m�a.�a��oaa N � I � . � .�L�=1 L�J� � � � . I agED AR�y/T I m (N)FENCE o �� a �� I (N)FENCE vsY-CH TSA H.E. H.E. _ � �� ih H.E. �� H.E. � C-24234 '� �j tO `O W.P �� W.P � W.P W.P �j � i/ai/n O � p N) (N) �N� N I� � � �� ' O O � �Ty �R DAiE L P o �'pF�pL1fo `O o � LJ LI � � � `° SY-CHENG TSAI C-24234 I i I � � i �� I I ' 0 1ST FL. i.i N :- �� OWNER: MRS.RUIPING WANG � SUBFLOOR 0 0 0 0 (N 2 CARS GA GE �y� PHONE: 1-408-564-2921 '� ��________________�___ _____�� __ �� _�� EM/��: rutpingwangOt�yuhoo.com �� .�� *SEE OWNER'S MANUAL (N)LANDING �CURB LINE �THE NATURAL EXISTING GRADE LINE INSTALLATION AND OPERATION FOUNDATION VENT NO.Ot-N0.04 *CRAWL SPACc VENTS DO NOT *PROVIDE WEEP SCREED AT FOUNDAl10N PLATE LINE ON ALL STUCCO WALLS(2010 CRC SEC.R 703.6.2.1) (WWW.HEATNGLO.COM FOR MORE MANUFACCTURER'S OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4°ABOVE EARTH AND 2°ABOVE PAVED AREA. SPECS) 0 � � tl��0 Ir0�IL��II�' . . . � . � ��4�-�-� �? � � � � � � � . � � � *TWO LAYERS OF 15#FELT FOR ROOF � CEM.TILES � STUCCO WALL � 28'MAX.HEIGHT � � �--_________________________________________________ —______—__-----*---------I------_______--______-- ----�-----______________------------_____-------__ � TOP OF RIDGE � /T ��OP OF PLATE PROPERTY LINE I ��p � ROOFING MATERIAL SHAL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. `�+`� *WALL PAINT KELLY-MOORE KM3502-2 � *CEM:TILES.Q6-12 PITCH(TYP.) � I � � �,pq� MOUDLING&TRIM KELLY-MOORE KM3452-2 � *CLASS A ROOFING MATERIAL(REQUIRED BY MUNI. CODE SEC.16.06.080) \ � �y *TWO LAYERS OF 15�'FELT FOR ROOF � _ � � � CEM.TILES � � � �� I STUCCO WALL I I I � I I I I I �' �� I I � � \ I 2ND FL. i TOP OF PLATE \ TOP OF PLATE � SPARK ARRESTOR REQ.FOR / (N)CHIMNEY T�E TOP OF FLUE. �� *SEE OWNER'S MANUAL �,p�a I /� o \\ �� 6,_2„ INSTALLATION AND OPERATION �� u�6� / � �(N) in (WWW.HEATNGLO.COM FOR MO E M NUFACCTURER'S � o I / �� SPECS) o \ � I / _ o I \ m � / � p _, � - o� , . � . .I N) 'O TYP.WOOD STUDS CHIMNEY � �� e ,�� 4 oa,�: 06/19/15 o / � - �z��P��s��a�� N �/ � SEE 52.1 tER OR CHIMNEYFCONN�CTIO � � e a - � " '��:�JOB N0. RC��J-aJO� _ 2ND FL.SUBFL00 � � �J �Q / - - ------------------- � ��,�:��E�'�� '� � � GARAGE � � � � � - , c`�v 1ST FL. � � C aq' ISSUE&REVISION � TOP OF PLATE — — — —- TOP OF PLATE `- o �°' g�''p , �� `� I � N �� 9� 09 08 15 LANNING REVIE , s _�, ��T� 1 10/23/15 PLANNING COMM. I . _ �a o "�'�� '��'" 11/23/15 PLANNING COMM. �� ' �q��,�� 3 � � (N)FENCE �e� �#��m�a. � :., ` (N)FENCE �� in �� in �� ' g � _ �, ... _• o �N� �N� � m ��G�r�1;.��2� '�5 �N) �N� CN) �- O o 0 6 � I - �. o � � -�o � - I I � 7 �o � � � � � � 8 FLOOR LINE 1ST FL. o I I ------------- ------------ - - ----------•------------- - g N 0 � 0 � 0 � 0 O C7 O SUBFLOOR � ��.—�CURB LINE�o�� ,.(N)LANDIN� ��0��o��.��o��v ic��s�� 11 FOUNDATION VENT NO.OS-N0.11 *CRAWL SPACE VENTS DO NOT *PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS(2010 CRC SEC.R 703.6.2.1) SHEET N0. OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4"ABOVE EARTH AND 2"ABOVE PAVED AREA. � � S�@�Ti��A�"8�� - 1/4"=1'-0" DRAWN BY: JL ��r � � � � � ^ � o ' _ � °� m o� � � � � . . � � . . .. . � . . . . � � M M 28'MAX.HEIGHT � o a - �—�—————��——��——��——— ——�———�—�.— ��——�._,.,��—————�—�——————— I PROPERTY LINE *WALL PAINT KELLY-MOORE KM3502-2 /�� *ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. PROPERTY LINE I � �� T O P O F R I D G E M O U D L I N G&T R I M K E�LY-MOORE KM3452-2 *C E M. T I L E S.Q 6-1 2 P I T C H(T Y P.) � � ,J X * / � *CLASS A ROOFING MATERIAL REQUIRED BY MUNI. CODE SEC. 16.06.080 - � � � T W O L A Y E R S O F 1 5#F E L T P O R.R O O F / � � � io CEM.TILES I STUCCO WP,LL /� I \ N � `�cv M I o � � I / / I I I \� I :N � � i � � / i � � � � o M w �n `� 2ND FL. / \ TOP OF RIDGE N �' TOP OF PLATE � � � c¢i / \ / in N \ U o I � �// I " M ' ' O � \\\ I � N N �� o I � / o in � I o � N / � io �N) �N) \ I �„ a �.. � m . � - �p� � _ . _ . � . � . � � � .m a; �,��oT - qaE ;.� o o qaoz9��ao� o 0 � �N I I � 5sL�9g`=noot F��.a`°a� v� o �N) a \ ;,aa�°oo=90� �oa;°="b � � / / � � N M . . \ N I � � ��s�o�.,�'�,=a��°�€s2r � N.r � I I I � � �"��Em"es �a a� I ao,o��'er��n� ��s�� 2ND FL.SUBFLOOR / \ �"_ $ iv �I GARAGE N�'. 1ST FL.I � '`n�°==m; �€�'ga�v�; TOP OF PLATE TOP OF PLATE'- o aa3�=;a„a;as� � �=-=�s cv � vo�� - �;a�`u €m s=a � � � . N -`-'009� r�a-° 50 °a . . . asoca�.._m is .v, n I � - � �� M . . . _ ¢ o � ti �N� N)ELEC. PANEL � �gEO AR�jy� I � H.E - 5"X24" 200 AMP (N)FENCE o v tF. � � . � �O W.p \\ \\ o � � � SY-CH TSAI � � � -24234 � � t/at/n o �N� N � � � `c5. Ron�� e N GAS.METER ( � i� o q�OFCPL�F� � � o ❑ - �`/ . . I io . � � 3'-11" ,! FLOOR LINE 1ST FL. (N) -T o 0 0 0 .., .. , SU FLOOR SY-CHENG TSAI C-24234 OWNER: MRS.RUIPING WANG ,�`O o PHONE: 1-408-564-2921 THE NATURAL(EXISTING�GRADE LINE� (N�LANDING � � o � `� (N�LANDING (N�LANDIN ��0 � �� EMAIL: rulptngwangot�yahoo.cam FOUNDATIONVENTN0.12-N0.15 *PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS(2010 CRC SEC.R 703.6.2.1) :" '' WEEP SCREED SHALL BE 4"ABOVE EARTH AND 2"ABOVE PAVED AREA. �" �� ' —� ��:.�,� . _m„^�� e . � . � o J L �� C�� f �� a _ . ��-��o��a�� . ��,.�::�: ,,4�=,�—�� ..�, . ��..�- � � �� .�! �.�� c��y�.�� 28'MAX.HEIGHT I � � " ------------------------------------------- ---------_—_—�__--------- -------------_—__—____ p �------ �---------------- . ----------- _ � I *WALL PAINT KELLY-MOORE KM3502-2 � PROPERTY LINE MOUDLING&TRIM KELLY-MOORE KM3452-2 / � PROPERTY LINE TOP OF RIDGE I *TWO LAYERS OF 15#FELT FOR ROOF / � � � CEM.TILES / � *ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. rt�9 i� STUCCO WALL / \ *CEM. TILES.C�6-12 PITCH(TYP.) ��6 � *CLASS A ROOFING MATERIAL(REQUIRED BY MUNI.CODE SEC. 16.06.080) o � � � � � I � i � � j I /� I I I �� I � m � � � TOP OF RIDGE I // I I �\ I 2ND FL � / \ TOP OF PLATE / / �YJ)�CH�IMNEY / SPAKK.eRRESTOR REQ.FOR THE TOPbF FLUE � // � �� \� � o I / �n in o \ � a � // o �N� o �N� �� \\ � �I��Qk�V��II`�� // . . M M � � . � � � \\ . I � � . . � � - I � I � I N / � L � \ D FL. SUBFLOOR � �I 1ST FL �; N GARAGE � DATE: OF)��9�1 r'J o TOP OF PLATE TOP OF PLATE '- N �oe No.RC15-0901 �j ISSUE&REVISION / � � I 09/OB/15 LANNING REUIE I (N)FENCE �� j �� I I � o E� - I i �O �D W.FS° �j 1 10/23/1fi PLANNING COMM. o� ' . N \ a � 11/23/15 PLANNING COMM. o � f ^ N N N 3 �o I i� f o 0 0 � 4 1ST FL. - --- FLOOR LINE , ___-----___—N ____--_ N � I S SUBFL OR .:..;::..,.,, o 0 0--0--o t �N) o 0 0 �--------- o 0 0 6 o � ��_�� s��_��o��o��_ � (N)LANDING THE NATURAL(EXISl1NG)GRADE LINE�� TYP•WOOD STUDS CHIMNEY � � T a—��—————0—a—— *SEE OWNER S MANUAL � INSTALLATION AND OPERATION � WITHE EXTERIOR STUCCO FINISHED $ s SEE 52.1.1 FOR CHIMNEY CONNECTION �WWW.HEATNGLO.COM FOR MORE MANUFACCTURER'S PROVIDE WEEP SCREED AT FOUNDAiION PLATE LINE ON ALL STUCCO WALLS(2010 CRC SEC.R 703.6.2.1) SPECS) FOUNDATION VENT N0.16-N0.27 g WEEP SCREED SHALL BE 4°ABOVE EARTH AND 2"ABOVE PAVED AREA. 10 11 SHEET N0. _ � ��0�� - ...1/4"=1'-0" DRAWN BY: JL . : � �� _ � �: _ ^ � � ... � � � � � � � � � . . . . . � � . . . . . � � � . . � . �° M M . ... � . � . � ..� . � - . . � . � . . . � � . � � � d�- � - . . . � . �� J X -- a � I.ai_ . I ______--_ I � . � . . . � �� .. � � . ... �. . . . � � ,- - I ��. . . I . � � . ... . ,�^a� r-___--� � . . . . � . � � � �N .,,. o ,aa.a:' c Va I I �:g � 5�a -------- � - T 1'x'� --- -�I Gll eeoRoora,�s j sosl�� i �S . . . . .� �t �I xoNo I. .. /� —�_��` � ' - � �� M)7o'x4a'. �. � . � . �� . � . � I / � .�.� � M . - . . . �-------J sioipc/s.0 � . . I � � .. — . . j Q . � --- --- �%"�� B� I --------- I z u; ��T �\/1 Nd I I c�.� o .. � . � � .. � � ��y - /\/\\ (N�u.eani� . � .. . I . I . o .. i-- —i "� �a�� I o ¢ � I N cn � I I I � � .�� r----� I I (Nt�ouNc�I � � 6v '' �r�,�. � � � "°"9 � -- � � I � - m„0 �$�� xoxo I I I � / I `�d � � I xa;,r<:�`o� o a.,s�ero � . ..d L___-J I I I X I g � ��, I . �J�F� �carLoa, . , I . L----J ��y � =a� . . - � � � van�a°�«vo� a ma��s@2 — _ � I � ��=Emos � � � � � �osgoe5��aoy_�'��s=z;. r---------� I m9 E "e�TI . . ' .. I doc��.5ot� mo= co� 95v btl 1 � -__- ' . ' I I na=oc` nc*m€��VsoCs`c �� 1FAAlly � � i . � - � . � . I i �.. _a;��$aC3�� cmau§'` . � xo�w . I I � E €m . � 5a I I (�M.BmR00M - i W � � � asoca��a„>a,m< . oa � o � aov o oa�vo�Se�a=eaoa�o �z -am�aoa �__ � I Ho�o I � � � ----�N;a-°'�e�.-". (��Lsre�fl I I I waNc on. xoxn� � . gED ARC � M»oxs <n�a•zso• � L-----� � � ----- --- -- ------ � . � y�TF 41pNG/SG 91qNC/S.G � I �\ v ' �0. iEMP.0. � I I I _� /- � I SY—CH TSAI I J�$ti�ro� .iU�a W � � \ / � —24234 l�i . . . H NO . � v�'�b-yo .��CM . � � t/31/17 v,p:. � .�`4• staNc/s.a i� I �' __ — �`� R�ATE� �P �: q � � � . . Ecx¢s I �'�F CA1-\FO . %� f ' __�__ I SY-CHENG TSAI C-24234 � � OWNER: MRS.RUIPING WANG PHONE: 1-408-564-2921 � . � � � � EM/{��: rutpingwang0l�yahoo.com 0 ' . � . . . . � � � � � Q � � � �� o � �� ' 0 � � � � � SCALE: 1/8"=1'-0" � SCALE: 1/8"=1�-0" � � . . o� . � o� �. . . . . . A a �� ' . �� . � � � � � 28'MAX.HEIGHT � � ----------------------�_________-----___________ � � � PROPERTY LINE I TOP OF RIDGE � �+ � i N *TWO LAYERS OF 15#FELT FOR ROOF � m � i i � � � � � i I TOP OF PLATE � � �R � �$2 � 2ND L. � �+ TOP F PL TE ��^ \ (N)CHIMNEY � I � �� I �� ,�°��'�- � , / ' cN� � ��\ ��B�N ��' �4g_.��„��y � lYP.WOOD STUDS CHIMNEY \ �j ��,� �9�n STUCCO EXTERIOR FINISHED � � �°�� SEE 52.1.1 FOR CHIMNEY CONNECTION �� i O1 �,a�: 06/19/15 �� i � � � \\ I � °' �oB No.RC15-0901 -��^em.ws�.�r..a� ':-�%= I . - / (N)BEDROOM � ��} �� _ 9.� � � S� � � N ��g�� - � D FL. UBFL OR ISSUE&REVISION �/� �v a�,�,_ 9'�._ W�•,�.,,,�.�� 1 ST FL. U! � � � � � Q�2 � � � � � � � � � N � I GAR GE 09/08/15 LANNING REVIE fl � 'o� TOP OF PLATE I TOP �PL E 1 10/23/15 PLANNING COMM. 9 11/23/15 PLANNING COMM. �� A.�. �� t ��-_,. _n (C�:��r��q�aj 3 (N)FENCE (N)FENCE � 4 �j I o 5 � � � � � . � . . I � 0 6 0 0 � � � (N)LIVING RM. (N)L098Y � I� $ 1 ST FL. I 9 SUBFL OR � � � � � � � � � � � (N)2 CARS GARAGE �0 � � \��%�\��%�%\��% `� �� /��/��/��/��/�//��/��/��/��/�//��/�//�//�� :�.��/�CURB LINE'.i �� *SEE OWNER'S MANUAL �i\�r�\�j��\�:.; ��\��\��\��\��\��\�/�\��\��\��\��\��\��\��\��`�:�� SHEET N0. INSTALLATION AND OPER4TION �\�� -: ,. ... ,. .. •.. ��/��/��\��j i��/��/,��/, �� / (WWW.HEATNGLO.COM FOR MORE MANUFACCTURER'S \��-'� �/�/� . •�� . .�� . �� . . / '� /\��j\\r\\/�\/\\r` � �\�j�\ �\\j� _ sPecs� �� ;/\\/\\///�\�/��j��j��j��/��/\��\��\/j�\/j��j��\/\��/,��i,��j/��/.� '��/.��' � ��1`T��GJ �/. � " DRAWN BY: JL • � �' _ : J � : . ::� _ . CALGRE�i�[RESI1��4�1TIAL GHECFCLIST—�lI1AfNf]�47'ORl` ,,: - �pa�t�oor Wafer use ' � ; ; : ITEIVlS . ",, _ .• . ....... ._:.. . :, ::.: , ,..: a . �. � � � � ,3oF,1 lrri ation controllers,Automatic irri afion s stems'ns a e °� � - 4 9 g . y I t lI d at the'. � � �General.:z ^ COMMUNITY OEVELOPMENT DEPARTMEIVT•BUILDINGbNf510N - '� ,„_;;,, -: � eof finai ins ection shall be weathar-based: oi rn ..�._.:... .., .....� � ,..._,: .....,-:..,_,�,..., ...,.::. ._.,,�.. ..� Gm P CLIPERTIPIO A�BERTSAIVAQOR;P.E.,C,8;0:,BIIILDIN.G QFFICfAI . � rn rn 4.201 9 Low-rise residential buildings shall;ineet o�exceed the minfmum rsi � � 10300 TORRE AVENUE•CUPERTINO,CA 9509q-32G5 • ,�]X Q ❑�.304:1 A Controlle�s shall be weather-or soit moisture-based controllers � .- � standard.design required bythe:GaliFornia Energy Standards. N N (408)777-3228•FAX{408)777-3333•;buildina oncuoeAino.ora - 4a(automaticaliy adjust irrigatio�in response to changes in plants'needs. � M M PURPOSEr e � � as wealher cond.ilions change. x ,,, >... ..._. >, .,_. : . :2 er-ba'sed controllers:witfiou- e�atrafn se so ❑ ❑ �� . .. . � ,,_ . .,r ,. : ��c. ❑4.304.1. Weafh t mt g n rs or � d- d� 93 _..:-,.,. . :.,; . . . ,. ; : ,�.�:. _ ; .-, :s . . . The 20 CaiGreen Code applies to zI!newl construcfed hotels motels Ind in;houses dwelhn s : . ,: ,�.t : _ ,::. ,. � �._ .....>: �.-� : : . y � � 9 9 � 9. ,I�zdoor.W t ge•-'- ,_;.,, ,-, .--: communical�on:s stems iF�at accounf-forlocal rainfall shall liave a se araEe � . : . .- . .:.aBS'�..: : , y . . . N. dormitories.candominWmS shelters con ce ae: - :. . .....:,:_ ..>__,.. ...,...._�.... ._;:n_.... .�. _...,,: -. ,:�;;.. ...�,:;: .._.:,: �.......:....:.a , .. . . - � , , , , g g t Tesidences,empioyee housmg,factory 6wft housing and wued orwireless(am sensor which connects or communtcated with the C� W x o 'e'f es.of swellin s wiih slee.. .. , . :_ ; , , : . ¢ th r yp g pmg accommodafions and'new aceessory puild�ngs associated with such • - mnEroller(s).:Soi(:moistufe-based conlrollers are not re uired to.have rain � �- � . . . , _ _. 4.3D3.1.Water conservinc�plumbing lixtures and fittings.Piumbing fixtures , Q uses. Existing site and fandscaping improvemenks that are noi othervvise disturbed a�e not sub'ect to the s�nsvr fn uE. � re uirements of:CALGreen, � (watar closets and urinats)and;fttings(faucets and showerheads}shali comply P . q with the.following: � o _ ,., , . - • o � � � . �N � • • ❑4.303;1,3.2 Water.Closefs.The effective flush vofume of all water closets -ao Pro�eac tvame: Mrs.Wang;Residence Rebuild ` 1 . shali hot exaeed 128 alions er tlush,Tank-t e water cfosels shall 6e :�` }.::--. ....,;->, ...; �_:• •,::: ` ..,;., ;:: ..:,; ,., :� ..::. � i g p'• yp Enhanced,pufab.ilif and:Re.duced Mamtenapce ,,,, �.;,;, a,: t, .,.. > � � • :. certified to the ertormance crElena bf fhe U:S,ERA WaterSense -�� _« y • ,, ,:,: � a o �n P , ._.�<..: .. ,::...�. ..., _..::..._. _�:: _.:.. .;: : ..., ...._..� ., ..... ...::: � w �n. Pto�ectaddress: �0721 Santa Lucia Road,GUperf111o;CA95014-3939 speciticat(onstorTank-typB'i'oilefs: • 4.406.1 Rodentproof�ng.qnnularspace"s-around:pipes,eie.ctric.cables, � °i Pro`ecE bescri tion: Rebu�ld 3,538 5F(1st FL.1,780 SF;2�d FL,1,320 SF,,GAR.:438 SF - • • aortduits orothero enin s irt lafesaEexteriorwallssHalt be rotected � ¢ 1 p . }.. �q.30$.1,3.2 Ucinals.The effechve fiush volume of unnals shall nol �.-. .,..P. 9 .P... p . exceed 0.5 gallons per flusfi. agairst ffie passage of rodents.by closing such openings wilh cemehE mortai, 0 � � Z w concrete masonry or similar method acceptabie to the enforomg agency' . � o insfructions ❑9.303.1.3.1 S(tigie SNowerheatls.Showerheaiis shalLhave a ma�imum ;:; � �_ ;.:: <: o � ffow rate of not more than 2.9 gallons per minuta at 80 psi.Showerheads ;Cons}rUctfon Wasfe ReducEton Dispasal and}2ecychng : `.' � ' ; ;' o ¢ . - . _.... . . � . '•:_.. ,:..":- ,......_.:. ._......... .....:.: ...:'.;' ..._.....�.: ........,:. ,.....:2. ...,. , . N VI � ..:.� .,.::..-:.. -.,:�.::. � 1. The Owner or the Owner's agent shall empioy a licensed proFessfonaf experienced with the California shall tie ce�fified to the performance cntena of.the U.S.EPA WatetSense _, Green Building Standards Codes"to ve�if and'assure ihaP alfre uired work described fierein is ro eN Specifcafion for showerheada 4.40,8,2..Consfructl.on waste manac�ement plan.Where a locahjurisdiction ,_ „P .� �„ Y q - - p p Y does nothave a construction and demolition waste management ordinance,a " s= planned and lrrlplemented in the project ❑4.303.1.3.2 Muikipie$howerheads serving one sbower.When a consiructionwaste mana ement lan shall be submltted for a roval to lhe � � xaa �s�a=' a m�a�. S p pP .,... . _�-� e� 0 9 s�� 2. The licensed ptofessional,';in aollabofafion w1Ut-the owne[and'fhe design professionai shall initial Column shower is served by more than one showerhead,tfie combined flow raEe of enforcing agency. «='a�o o-;m F .,�„<a�� 2 of tiiis checklist,sign and daEe'Section 4-pesi n Verification at the end of ihis checklist and have tha aH s owerheads and/or o her we u f ' E ra�°-�=�_$ �__:0%'2 „a: a�o��a� �..sp.. . �J _ h t sho r o E ets controlie�by a single valve � _.,; j a • �:'. . . .. . ::, ...,,-.. � ...:�.� .,::: °'aa 3'czEw••t oa—u,0`2 ctiecklist p�infed on the approved plansfor the.pro�ect. shalPnot exceed 2,O gallons per mmute a[80 se,or the shower shali be X • "`` ' `"" ` _; ; , ': ,..: ,,, ,;:: ,.,;; m m a�-= m_e= �a , , . . , , P ❑ ❑ ;Build(ng,Maintenance and Operaf�on:..: �- _. . • . . . . �,_ _ , :� o$8oe��9a�o�ao3€s�e 3. P[�or to fma[inspec6on by the Building Department,Ihe licensed rofessional shall com IeEe Column 3 designed to allow oniy ona sfiower oullet to be in operation:at a pme. "` �o o a m �,�� ,:, p p . �...... _...... ...;: ,:.,::: � .. :;. , :_.,..... , :. .. = s A � .. . _: _ m��"=o�a'=ema'�aa`�=� andsigo and clafe Section 2-fmplementation Verification at the end of this checklist and submi#Ehe . . , 4,410,1:Operation an�l ma7ntenanpe manual.ACtha time of'finai ins ection, „.„� m .._� m o a= ❑4,303.1.4.1 Resident�al lavaEory faucets.Tfie maximum flow rate of p 9 a a g«m;€_€ a s o��o P completed fo�m to the.8uilding Jnspector. . an operalion and maintenance manual siiaii 6e provliled to the building � ❑ o a}�o o V 9 u�m a� €_�°s V Y resulential lavatory faucets sfiail not exceed 1.5 galions per minute at 60 occu�ant or owner. psi.The mininium(bw rate of residential lavatory faucets sBali not be less 9 a=�9=�ri'-_��"=�m'-m=e . . . � —oo�..v�e°�eso oa than o.8 gailons per minute at 20 psi. _� � <`s `ocaE59waois aSmHoaa GolUm�2 COIUYt117 3 �4.303.1.3:2 Lavatory faucets in commonantl pu6lic use areas:The :,. y , ; maximum flow rate of lavatory fauceis fnstalled in common and'pubiic use Fireplaces � ; : �sE�ARcy� l� MANDATORYFEAYUREORfUfEASURE Project Verificatioti areas(outsideofdwellingsqrsleepingunits)InresidentiafbuildingssBali '- � ��'• •" �- � �- `" - -'' ��"�= . -- � -- -� - .'- `-' ° � ^-°; RBqUIYBtT12ntS not exceed a.5 galbns per minute aL 60 psi. 4.503.1 GenaraL lnslali only a direcE-vent sealed-combustion.gas:or sealetl � ❑ vsv-cH TSAI ,, , , wood-burning firepiaca,:or a sealed woodstove. 1¢ -24234 � ' e � ❑4.303:7.4.3 Metering faucets.Mete�ing faucets when instalied in , ... , . . . . ,: , : ; ;c .;;<: ., . .; _. .._ _ .. . es e tia d s ; _." r �d n i buil in shall nof deliver more than 0.25:al ons e c c e =-•• :;: s. ,... - - �... ::.� - t�_ .. .'.�� , g g I q r y 1. F Flutant Co f o;:,, ..,, R�ewa. P :Plan.nin9 and Design Slte:bevelo.inertt ._,:; ;:: .' ,....�:.. ;° .,..:.:..n r I,,� -:,. .� q on� _;.,: .� p,,. . ,:, �.. : :+% , i ::.... ,> _ �. o � ` " " ❑4,303.1.4,4 Kitchen.Faucets.The.maximumflowrateoEkitchenfaucets oFCAVE ::.;_ . _. ... , .:.::� , .,: __:, . ....... .,,. 4.106.2 Storm water drainage and ietentton during construction.A plan is shall not exceed 7:S,gallons perminuta at 60 psi.Kitchen faucets may 4.604.�Covering of duct openings and protectton of inechanicai ` equtpment during construction.�ucl openings and oiher relaled air Q develo ed and im lemented to mana e storm water d�aina e durin >( temporarily inctease fhe flow above iha maximum rate,.but nof to.exceed � SY-CHENG TSAI C-24234 P p g 9 9 ❑ ❑ - disEribution componerrt openings shall be eovered during construotion: , construciion. 22;ga1lons per mmute at60 psi,and must.defaulG.to a mazimum Row rate - OWNER: MRS.RUIPING WANG of 1:8 gaflons per minute at60 ps(, 4.604,2.7 Adhesives,sealants and caulks.Adhesives,sealanfs and caulks PHONE: 7-408-564-2921 4.1�8.3 Grading and paving.7he site sFiail be planned and developed to shalt be com liant with VOC:and other toxic com oundiimits: � � • i�„ ,,,o ,,.�am keep surfacewater away from bu,ildings.Consfruction pians shalf indicate how � [� R.303,2 3tandards for plumbing iiztures and flftings.Plum6ing fixtures P p EMAIL. ru a ew y t�n sife grading or a drainage system wiil manage ai(surface water flows. and fittingsshall be instailed In accordance:with the Gali(ornia Piumbing Code; x � � 4.804.2.2'Paints an8 coatin s.Painis stainsand other coatin's shall be and shali meet ihe applicaBle standards referenced in Tabie 140�.1 of lhe � ❑ � 9 ' 9 QX ❑ Caiifomia Plumbing Code. compliantwith VOC iimifs. � 4.504.2.3 Aerosal pairtts and coatings.Aerosol pafnts and otlier coatings shall ba complianf with product v�eighted MIR Limits(or ROC and other toxic �] ❑ compounds. ° Pngcl:of5� . . CnlGreen_201¢.rincrevised0//IS/l�! Page:2of5 GrlC�een_�I)1•l.docrevisedOUlS/ld �Pnge3.af5 CnlC,reen_2l1�1�l.docrerised0l/!5/1�1 . �� . � � � . �� '. � � , . . . . . . � � �. � . � . 4.594.2.4Verfftcation.�ocumentafionsha[fbeprovidedtoverifythat � � C/kL.�R�Ei�Y SIGi�L�TUIZE DECLARAi'IOiNS � � - cornplianf VOC limit finish materials have lieen used. Project Name: Mt's.Wa(lg R@Sid@I1Ge Rebulld � 4.5Q4.3 Carpet Systems Carpet and carpet systems shali'pe compliant with � � Project Address �a72�Sa11ta LUGlB ROHd,CUpLI'ti(10,CA 950')4-3939 � � voc irm�ts Rebuild 3,538 SF 1st FL.1 786 SF,2nd FL 1:32Q SF,GAR.438 SF � - Project Description: � � , � 4.504.4 Resilient floormg systems.Eighfy(80)percent of floor area receiving resilient fiooring shall comply with.the VOC-em(ssion limits defined in � the Coflabotative for High PerformanceSchools(CH?S)Low-emilting �X [f � Materials List orbe certified under t6e Resilient FloorGovering institute(RCFij SECTIQI�1 1-DESfG6�I VERIFI�A�TB01�1 FloorScore program. � � � � 4,504.8,Composite wood products.:Particleboard,medium.densiry Comolefe aII lines of Section 1-"Design Verification"and submif the completed checklist(Columns 1 and 2)with the. � � fiberboard MDF and hardwbod I plans and buiidingpermit appiicailon to the Bui(ding Department: � � � ( ) p ywood used irz inteiiorfinish systems shall X� [� comply wifh low Eormafdefiyde emission standards The own@r and design'professional responsibfe for oomphance wiFh:CaiGreen Standerds have revised the plans and � > ° ' ` - ° certify thatihe ifems checked above are heteby incorporated into tlie projechplans and will 6e imnlemented info tha � Ir�terlor Ma�stufe Gonf�ol ; : , `; project he reguirements setforth in the 2013 Califomia Green Builtling Sfandards Code as � : .; , , ..... . ;: . .., �, in accordance with t ' �� adopled by the City oi Cupertino. 4:505.2 Concrete slaB foundaEion.Required vapor relarders and capillary � ❑` breaks are also required to comply wilh CaIGYeeh Section 4.505.2.�. 4.60b.3 iVloisture content of btfitding materlals.MoisEure content of building Owner's Signature Oate materials used,in wall and iioor framing is cfiecked 6efoca enclosure. � � Mrs.Ruiping Wang Indoor A��Qualtty.and Exhaust ° ' � ; owner's Name-(Piease Print) ., ,...._., . ;:. ,. : .�.,..: .. . ...:' .... r ,..;;.... - ,.. ,.t �� 4:506.1�athrooenexhattsffans.Exhaustfanswhichterminaieoutsidethe � � Design.PcofessionaPsSigneture Date �� tiuilding are provided in eyery liathroom. JaCk Lltl Et1Vi1'ot7Y112ntal COt11f01't _� `, �; ` Oesign Professional's Name{please Print) 4,607,2.Duct systems are sized and designed and;'equfpment is selected: Signature of License:Piofess(onairesPo.nsibl9 fot CatGreen compliance Date �A�: 06/19/15 using tfie followingmethods: 1.Establish heat loss and heat ain values accordin ta ACCA Manuai J or :Jack Lin 408-218-058.7 s s �os No.RC15-0901 equivalent_ � � Name ofLtcense Professionaf responsibla for GalGreen compiiance(Pleasa Print) Phone 2.Size:duct syslems according-to ACCA 29-a(Manual�)or equivaienf, jack@rcusa88.com ISSUE&REVISION 3.Selecf healing and cooEing equipmenfaGcording to:ACCq 36-S(Manual S) Emaif Addressfor License Pro(essfonal responsilils for CalGreen compllance orequivaleni..: ' 09/08/15 LANNING REVIE ; 1 10/23/15 PLANNING COMM. �' R-�.,;+,;�..�,Y r� /15 PLANNING COMM: � m � � SECTfON 2-`(fViPLEMENT�4710�1 VERIFICATiOiV �y v � �:�� ... .,�a .. . -.. � : r-:. c ::;: ' . �_ . ... - . . ��P'!� �i�` -„��'x,l.s.S 3 . . . . .. i t) �75x . . .. d � �,,r� 11 23 � ;QUallftcatlons : ,;; _, '' � ; Complete,sign and submit the competed cheokiist,including column 3,togetfierwith all ori inal sl nalures:oit Sectiori �a �----�� s �-�vr.aj,�.•.�s•r�a�.-rifx=��_. 9 9 �..- � ``<" ? "� •`` ' :' �..' "'� ,.' �� - . �-' ':�' 2 fo the Building:Deparfinent p�ior ia Buiiding Deparimeot'tinal inspectfon. , j � ,_.. , " 4 702.91nsfallertrainin HVACssteminstal3ersarefrainedandcertifiedin: � ,� �"��`�� 1 the proper installation:of HVAC systems. � 0 ` I have Inspected the work and have received su�cient documeniation to veriry and certify that the project identified ��'� ��-�� y q`�� c""d'�-��"� � 5 � I . � _ t� _ �.... • - -�na:=� 6 above was conslructed in accordance with"this Greeri Building Cfiecklist and in accoriiance with tlie Fequiremenfs of • � 702.2 Special inspection.The Licensed ProPesslonal responsible to verify the 2013.Califomia Green eullding Standards Code as adopted by'fhe Ciry of Cuperfino. � Y�.�� b+� � � � . � CALGrean compliance is qualified and able to demonstrate compeience im the �X ❑ �'��y�.� �� dfscipline tliey inspacf and venfy �� ::..�� 8 SignatureofLfcensaProfesswnalresponsi6le.fo�CalGreencompllance. Date • o �� Uerificattons ; ` ' �� „•::. �. . ....: ,., .....:- «..:; , � .. .. Y� ''��a � �� -�� Name af License Professlonal responsibie for CalGieen compliance(Floase�-Print} Phone � , __ s��t. ,.,,,,.,,,�,��„ ��,�,,,,,,� 703.1 DocumenEatlon.Verification of com Ilance with CALGreen ma , �,,s.-c_. include construction documents,,plans,speciticatioris,builder or insfaller ��+��`��'�°�}��%j �� certification,inspectibn reports,or other methods acceptable ta the enForcing � � Email Rddress for License Professioriai responsihle fof GalGreen compliance SHEET NO. agency which show substantial conformance.Impfementatiori vo�ification shall be su6mitted{o lheBuilding�epartmenf after impiementafion of all required _ measures and prior to final inspection agproval. Pagc4oF5 � . CalCreen 107a.�loireplsed,Pl/IS/!J � ��Cagc'S-.of5 . � . CnlGreen 201�1.docrerisei101!/S!!�! � - DRAWN BY: JL 4r .. . �� . . . . . " � . . - � . . . . ' . . �� . � . . . . ... . � � � . . . . , .. . . �� - ' . � . . - . � .. . . I . . � � . . . . . . . . . . . .. . . � o LEGEND: I 0 AC ASPHALT CONCREtE I I BC BUILDING CORNER �lf 71fq��,T� BW BACK OF WALK �,J J�",f�j� I � CB CATCH BASIN ��II p I/�l'��JL'i CMP CORRUGAiED MEfAL PIPE � 0 Co: C�nN our CRN CRbWN DW DRNEWAY' G � EC EDGE OF CONCREfE R EM ELECtRIC'MEfER I g EP EDGE OF PAVEMENT / � 0 FCOR �NCE CORN�t 10721 SANTA LUC1A ROAD / FD FOUND I FF FlNISHED FLOOR PALO ALTO,CA / ,�$ � �ow uNE APN:342-17-045 Fli FlRE HYDRANT / I � FW FROM OF WALK � � �11�'O6 20'TREE(S)B G GROUND / 14nOAK 66 k ,� GC GARAGE CORNER ., +�og' a �o� GF GARAGE FACE/FRONT ��'�° TOW106.7 TOW107.3 � , +'��g +11 � GFC GROUND AT FENCE � / ,� BOW105.3 BOW105J 10"OAK � � c,,��y. TOW107.5 TOW108.4 GM GAS MEfER �\ ' +^ 112 111 110 109 8 �7 � BOW105.9 BOW106.8 � ��CNP Rl+MP � A S S O C 9�,T E S G � IP IRON PIPE � � n + '� tos.al /,�\ 4� �os�+ tos.as:�e'•�ec' °F&o1°124�. ' e. d e e CS' ��'�°j . J y ou o m �, .�o`� . JP doirrr Po� 26251v�DLEFIELD RD#658 � � 05' •• °oti REE LG LJP OF GURER p�,O ALTO, CA 94306 >>2 � 5 �� '� 06�� a o/H ovERH�,o ��L: 650 823-6466 PG&E POLE L1NE. PER 6991-OR-302-I-� 117 I � � + , � +,o�� SHED � �a �Qo�� ° BOW1 5.7 RW REfNNING WALL ER � � 7-1294 I � 110 � I 8 16"PALM EM'. a . .o FAX: 650 88 I ' ��9"I-�Q' G $h G.`y , � . e �d9 e��' � $$C.� $!��$��1N0� _ +�� o o°' ' .° • / �,oh"�• ' �� TOW113.1 SSMH SANRAftY SEWER MANHOLE I I ( � ��,• ��• ' , ' SDMH STORM DRAIN MANHOLE I 108 1200�O -}- � -{-,�o e'.a{��`'��1 �e s . .'e' a e BOW105.4 THC TOP BACK ROLLm CURB � ^ , �.' • '� � ° �'. TC TOP OF CURB I I i �7 +1ory.°` Ok'� e.°a. c . e n•�5�ae ��Q � TOE TOE OF BANK o a �a. � 0 5 10 20 I op I 1�G . �d �'�G ° °, � TP TOP OF PAVEMENT I °� a n iRC TOP OF ROLLED CURB I I //106 � 0'�9^ �G0�61 / a °' ( U/G UNDERG OUND ! I I � I "OAK � BOW105.0 VCP VITRIRED CIAY PIPE � 105 m B WV WATQ2 VALVE � � � 6Nf�a+�eoy�`a � WM WATER MEfER BOX I I I j c `' -CN- CABLE TELEVISION IJNE 104 k �o� 10 78 105 e -E- ELECTRICAL L1NE G � 9'S G,y5 ,O�' / 10.83� 05.02 � � � �o�k �-�ory. +1� � 059 a . � B �tid$�,' •9 � -SS- SANfTARY SEWfft LINE . . � � � I � / �� ,��k �5•fl .e ,: � Z � -SD- STORM�RAIN IJNE LICENSE STAMPS AND SIGNA'PURE � I I / AREA = 11,0'J7fSQ.F7. i � Q �� z -T- TELEPHONE L1NE I � �oZ I �$ 10721 SANTA LUCIA ROAD � �.° � -W- WATER LINE 9 � � +Go�' IXIS11NG HOUSE IXISTING GARAGE ° a � BASIS OF BEARIN�S: 2 4'P U E,F O R P G&E,F O R C O M/E Y I N G G A S,-A I ( FF=105.17 �e � AN UNDERGROUND MAIN OR PIPE L1NE,AND / 101 � ,.. ,;:I THE BEARING,S44'58'00°E,OF THE CENTER SUITABLE SERVICE PIPES AND CONNECTIONS '�� - � • ' LINE OF SANiA LUCIA ROAD,AS SHOWN ON + I � I � 5- / TOW108.1 (6991-OR-302) I� o� EM `° • e h`0 THAT CERipIN MAP FlLED IN THE OFFlCE OF 6 G a..}.1gk• BOW�O4.� 1HE RECORDER OF SANTA CW2A COUNTY, 100 G ry�0 +?o'�• 0tio �,��,.e a a� STAiE OF CALIFORNV4 IN BOOK 194 OF S I� � c +� 1° g FRONT PORCH c, Q �o�' O MAPS AT PAGE 36,WAS USED AS THE `�• `' 0'�' �`�' BASIS OF BEARINGS SHOWN ON iHIS MAP. b I � I 99 ' 1� � e�;'. q�°1O�n� �.Q a 1��e o ' e 'e� ,'a. 0 PORCH I �I I +�an> ok•< . . .. ��ti •:. <. . '. .a ' a • °.' BOW103.9 -/ � p�9 , . . � a a 98 +G p. ,�.,1�'h• .a� .°�a' a� � e .a a . 'e � � I � �� +Go,S�°j ,�$ aa ..a Q,yy. d�: a. . a _ °.�D4 � BASI$OF ELEVATION: � L�J G�,. . � G h• . �C h• . '. e'. �� . � Lil PG&E POLE LINE. PER 6991-OR-302 �� / � � 97 p � +'� +`o +^o�:�� e . 'e` +1�" ,a. e. . 1m. �.Q ..e d'��y� e I o TBM EI.EV=100.00(ASSUMED) issusD I / I .e . . . . �� I N I �� a n '°� '�''� N No. Description Date 96 � �'� G'S:h� G .Q �° e .d a d ,a. ° �.p� O I � � 1 GJ', 'S' .Q .' ' . .p�a � a d �d1V, a � . . +�'� +° � a � .�e �' UTILITY NOTE: B / � � z � +�o.y. o �Q9 . . . a . Q d. ,I zTOW103.2 I 95 . • .' . � BOW102.1 / � g�1 .�0�� 9 e.� . e a ''a e•. 'n ' UNDERGROUND U17LITlES. SHOWN PER I I � c,o• ` c,�y a _ ° �, SURFACE EVIDENCE AND RECORD MAPS. Gg. 'I-o,9• 94� 1�� Q°�'L� ' a a� MAY BE DIFFERENT THAN�AS SHOWN. � I g4 . 9�'=1- �' 'TREE �9 �O� ' e °�'� �Q_ �"2 a �Q,�g�` BEFORE IXCAVATION�CALL UNDERGROUND � � I ( I I �'.�1 '�; a�-o�� 1$6 SFRVICE ALERT(USA)1-800-642-2444. oi uic� G � 5 . . � $$CO�O � � I � 93 �'� F��' i +ti� �'o +�O e, �. a'.. �. '.a ' ' 0 101 x w01.7 0 1 � / I 9 - -- -- - - -- - - - ' . . d. �, ��- �6. e� . a. s� NOTE: . �p`L �� +�6 G � fitEE 9 5��fnf AD LJNE �` .a• ' ' �•." < ' G 1 .34 h� �� - Q/ 2 "' �� 400 e • P 1�1�' 1��G 1.MEASUREMENT OP BUILDING IJNE IS TO DATE: '��. 94 �° h°` -- �6.°° -� �-a• -Q o- hIE FACE OF STUCCO OR SIDING AUGUST 3,2015 5 � a 5 a �'� SCALE: �$� $9 ,5 �,Qo s2 ss Q oti S.44°58'00 . 9 s� 112.62' sa 99 < °aa' .Qd �960 1��_io� �Q�ti �' ��' 9�h• 95 96 :< 99. DRAWN: � � oQry,y �P�6 �9• . ryQO9 . �� y,y0 96h, .. ��,`' - '��.�QO �o1ry0 . � . � . � BCT . . ��D. . 0 . "�"g9• 9 oi 9 9g.5 �` . � � IQ��B . ��9$, s�� ,�� °�� SHEET TITLE; -- ------------------------------------------------------------------�� ---- -- �� µ'p-�� (� 1 � ��'�a�7nzuL:-�s,�k�.�s-___•-.'�z-'r.,'xis.�w. ��JL JL�L�`l.! MH�9'� iBM �� di�/�� /��l i o�EL=100.00 ,.�_��.«� _,- �� -��/� � -- ��sr�.-'n,-.,�+.1�...-„�_�� ,.w.,..,o- SHEETNO. . �B ��i�� rrass��sa.,._� ��..tbs•s.•.+�'1x�S��S=3YF.",.,�'��,tirt§4sscc,u'se.NCiti.�r;^�.�.'�' ��.c�� . . � � �`P'�1 . � . +g. � � . - � � � . � � . QC WEC � � � . . � . . � � � � . ' - O � C� . . . � � �