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R-2014-38b . OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 C U P E RT I N O (408) 777-3308 • FAX(408)777-3333•planningCc�cupertino.orq January 9, 2015 jack Lin 6805 Westmoor Way San Jose, Ca. 95129 SUBJECT:TWO STORY PERMIT ACTION LETTER—Application R-2014-38: This letter confirms the decision of the Director of Community Development, given on January 9, 2015, approving a Two Story Permit to allow the construction of a 2,409 square foot single family residence, located at 18930 Barnhart Avenue,with the following conditions: 1. APPROVED PROjECT This approval is based on a plan set entitled, "Mr. Biao Residence Rebuild, 18930 Barnhart Ave., Cupertino CA 95014-3669" consisting of ten sheets labeled "A1.1 to A3.3, CALG, C.Oand 3D", dated May 12, 2014, except as may be amended by conditions in this resolution. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the building plans. 3. ACCURACY OF THE PROJECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 4. 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. 5. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM The project shall comply with the requirements indicated on the Public Works Confirmation form, including, but not limited to, dedications, easements, off-site improvements, undergrounding of utilities, all necessary agreements, and utility installations/relocations as deemed necessary by the Director of Public Works and required for public health and safety. The Public Works Confirmation is a preliminary review, and is not an exhaustive review of the subject development. Additional requirements may be established and implemented during the construction permitting process. The project construction plans shall address these requirements with the construction permit submittal, and all required improvements shall be completed to the satisfaction of the Director of Public Works prior to final occupancy. Two Story Permit Action Letter Page 2 R-2014-38 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 Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence. 7. LANDSCAPE PROTECT SUBMITTAL Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per sections 14.15.040 A, B, C, and D of the Landscaping Ordinance if more than 2,500 square feet of landscaping area is proposed. T'he Water-Efficient Design Checklist (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits. 8. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Community Development shall require a minor modification approval with neighborhood input. 9. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 10. NOTICE OF FEES,DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. Please note that if this permit is not vested within a year, it shall expire on January 9, 2016. Two Story Permit Action Letter Page 3 R-2014-38 Staff has made all the findings that are required for approval of a Two Story Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.140(A). 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 project has been found to be consistent with the requirements of Cupertino Municipal Code Chapter 19.28 Single Family (R-1) Residential. 2. The granting of the 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 injurious to property improvements in the vicinity, and will not be detrimental to the public health, safety or welfare as the projects is located within the R1-5 (Single Family 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 single family home scale found throughout 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 privacy protection waiver form and installation of privacy protection trees as required. Also,please note that an appeal of this decision can be made within 14 calendar days from the date of this letter. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Commission. Sincer ly, Ellen Yau Assistant Planner (408) 777-1360 elleny@cupertino.org Enclosures: Approved Plan Set CC:Biao or Young Ding, 18930 Barnhart Ave,Cupertino,Ca. 95014 0 GENERAL I� JTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITlONS INDICATED ON THESE DRAWINGS AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORK. 2. THESE DRAWINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND,11iEREFORE,MAY NOT SPECIFlCALLY DETAILS OR SPECIFY MATERIALS AND/OR MANUFACTURERS. 3. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND/OR CUT-SHEETS AS REOUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL SELECTIONS. 4. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTOR SHALL USE THE MATERIALS SELECTED BY THE OWNER,OR IN ABSENCE OF SAME,HE SHAL� PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE. 5. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTI M ATE. 6. NO GUARANTEE OF QUAUTY OF CONSTRUC110N IS IMPLIED OR INTENDED BY THE CONSIRUCTION DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILIN FOR ANY OR ALL CONSTRUCTION DEFlCIENCIES. 7. THE GENERAL CONTRACTOR SHALL HOLD HARMLESS,INDEMNIFY AND DEFEND THE DESIGNER FROM ANY ACT10N INITIATED BY THE INITIAL OWNER OR ANY SUBSEOUENT OWNERS FOR CONSTRUCTION DEFICIENCIES,MODIFICATIONS OR SUCH CONDITIONS NMICH MAY BE BEYOND THE CONTROL OF 1HE ARCHITECT. 8. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND TRADE STANDARDS WHICH GOVERN EACH PHASE OF WORK,INCLUDING BUT NOT LIMITED TO CALIFORNIA BUILDING CODE(CBC), CALIFORNIA MECHANICAL CODE(CMC), NA710NAL ELECTRICAL CODE(NEC),CALIFORNIA PLUMBING CODE(CPC), AND ALL APPLICABLE LOCAL CODES AND LEGISLATION. 9. THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITIONS OF ALL EXISTING SITE IMPROVEMENTS INCLUDING PAVED AREAS,HE SHALL MAKE KNOWN ALL EXISTING DAMAGED OR DISREPAIRED ITEMS AND CONDITIONS THAT MAY WORSEN DUE TO THE CONSTRUCTION. 10. ALL 17EMS IN GOOD CONDITION SHALL BE MAINTAIN IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF 1HE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 12. TNE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECnNG HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. 13. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSES DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDI110NS WHICH MAY AFFECT HIS WORK. 14. ALL NEW INTERIOR PAtNT COLOR,FLOOR,WALLS AND CEILING FINISHES SHALL BE SEIECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION OF P-IE PROJECT. 15. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY STANDARDS. 16. THE STORING Of GOODS AND MATERIA�S ON SIDEWALK AND/OR STREET WALL NOT BE ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOWS SUCH STORAGE TO BE PLACED. 17. SPECIAL INSPECTIONS ARE REQUIRED FOR THE INSTALLATION OF EXPDXY ANCHORS AND HOLDOWNS. SUBMIT A COMPLETED CITY OF CUPERTINO SPECIAL INSPECTION AND TESTING SCHEDULE. TO OBTAIN FORM TO GO THE BUILDING DEPARTMENT WEBSITE(WWW.CUPERTINO.ORG)UNDER FORMS AND GUIDES. 18. PROVIDE(2)WET STAMPED AND SIGNED COPIES OF A REVIEW LETTER FROM THE GEOTECHNICAL/CIVIL ENGINEER FOR THE FOUNDATION PLAN AND DETAILS TO SHOW THAT HE/SHE HAS REVIEWED THEM AND TAHT 1}iE OVERALL PROJECT DESIGN IS IN GENERAL CONFORMITY WITH THE GEOlECHNICAL SOILS ENGINEERING RECOMMENDATIONS FOR THE PROPOSED CONSTRUCTION. SCOPE OF WORK 1. NEW 15T FLOOR INCLUDES: (N)PORCH,(N)LJVING RM.,(N)POWDER RM., (N)LOBBY, (N)BATH#1, (N)BEDROOM #1, (N)LAU. (N)FAMILY RM.,(N)KITCHEN AND(N)DINING RM. NEW 2ND FLOOR INCLUDES: (N)BEDROOM#2, (N)BEDROOM #3, (N)M.BEDROOM, (N)M. BATH,(N)BATH �2 AND(N)LOUNGE. THE TOTAL 1ST FLOOR iS 1,617 S.F. (GARAGE 442 INCLUDED) 2ND FLOOR IS 792 S.F. 2. ALL NEW WINDOWS ARE DOUBLE PANEL. 3. INSTALL NEW ROOF,ROOFING TO BE LT. WT. CONC. TILE ROOF. 4. NEW EXTERIOR STUCCO FINISHED. 5. RELATED ELECTRICAL,MECHANICAL AND PLUMBING WORK. 6. (N)ELECTR�CAL PANEL TO BE 200 AMP. 7. (N)GAS MTER. SYMBOLS BLDG G. .TA SITE AREA: 1229 ACRE Q 5,355 SQ.FT. EXISl1NG BUILDING FLOOR AREA(ALL DEMOLISHED) 0 FLOOR AREA: 1ST FL 1,080 SQ.FT. 2ND FL 0 SO. FT. CARPORT 225 50. FT. TOTAL EXISTING FLOOR: 1,080 SQ. FT. PROPOSED ADDITION FLOOR AREA LIVING+GARAGE AREA:1ST FL 1,645 SQ. F.� 2ND FL SQ.FT. 2ND FL./15T FL. RAT10= 46.35 7. Q PORCH(UNCOUNTED) 50 SQ. FT. GARAGE 443 S0. FT. TOTAL PROPOSED FLOOR z•40� SQ. FT. MAX. ALLOWED FLOOR AREA 5,355 X 45�= 2.409.75 SQ. FT. TOTAL FLOOR AREA 1,202+ 762+443= 2,�� S0. FT. � F.A.R.: 2,407/5,355= 44.95 7.<45: MAX. LOT COVERAGE fOR R-1 Z NE I 45i = 1,927/5,355= 35.99 9<459� LANDSCAPE AREA: 2.85� SQ. FT. LANDSCAPE COVERAGE 53.22 9; APN: 375-33-007 ZONE: R1-5 OCCUPANCY: R-3/U CON5IRUCTION TYPE: V-B 570RY(IES): 2 AUTO. FIRE SPRINKLER: YES DESIGN COMPLY WITH: 2013 CBC Ed. 2013 CRC Ed. 2013 CFC Ed. 2013 CMC Ed. 2013 CPC Ed. 2013 CALIFORNIA ELECTRIACL CODE Ed. 2013 CALIFORNIA ENERGY CODE Ed. _ 2013 CALIFORNIA GREEN BUILDING CODE Ed. VICINITY MAP � « � _ ��_. � � �q - � �� , 6 '�, � ,�� r � � :.:.F; � i .�' yn � �� C3�4 � .�"��5+C�1''�'��'. � 'T��t�r��r�c+ga'. �'�C'!td�a5t�ti�e.� � '....� i � � !: �' � �:::: ' 1tllittgW�Fay. P�Ss�?'� � •I ' � I � � 1 I I � ol o� nl 0 � I I I i I�li l -�� I ,; , �'�.: �� C� � ; � ` �, E; _.. �0. � >4 �,� � _ �. % � .. ... . ,; .. � � , � � �: :��'.�t�fl!��P � �� '�j�. . 1�t '� .�r ... :.;��4"�S@t1�R��exa .?�: ;+k.F�e�` ,.. SHEET INDEX A1.7 TITLE SHEET & SITE PLAN �•� LOT COVERAGE A2.1 PROPOSED 1 ST FLOOR PLAN �•2 PROPOSED 2ND FLOOR PLAN A3.1 (N) ELEVATIONS A3.2 (N) ELEVATIONS A3.3 ROOF REF. & SECTION ;ALG CALGREEN RESIDENTIAL CHECKLIST C.O SITE SURVEY ( /� �COLUMN GRID LINE N0. O EXIS�ING DOOR 3D �/ 3D PERSPECTIVE RENDERING NO SECTION N0. Np DOOR N0. A.X � SECTION SHEET N0. A � DOOR SCHEDULE i,, DOOR TYPE NO ELEVATION N0. N� INlERIOR ELEVAT10�r,� . q -..:. �.�'^"^_'r- M A.X ELEVATION SHEET N0. A�x INDICATOR �� `t`$��' " x i'^ y, , ,. . � .:., DETAIL N0. 6.> � 3�� NO RM.< ROOM NAME ,';,E �_ � t FLOOR FINISH ` , . ,..... DETAIL SHEET N0. F�' E (�: ,�, ., .. � 'ak� i i 7�'',f: , .....,:.... il rn, ; REVISION N0. e.uwYlNiolrt'i.�J:Ki'J'Y:Ad.MY.w+ifi'�^. ,..-<-„_.-s �r v/ '�'I f� � I 1 � EN E REBUILD MR . BIAO R ES ID C 18930 BARNHART AVE., CUPERTINO, CA 95014-3669 ,s-o• � . e'-�' r,,;W;�ll� � xo.o �--- �� 762 SF 6'-7" 6'-0' 15'-0' � � 51.00' ---- - �------� ( I 0 (�o'�xs'7 / /54 (ry / i mw.a�. �^�a1a / c� a��-- woowvu Q� �': I �-------� I I I ', � cN�u.emrsoou I j � xo.o � I I I L------J �---� j[�1 BEnROOU�SI � ro�l ��___J I�� --a �`�� LYJ �- ---� i � � IN1 STAIR Ho.o � °'D I I v,'nrcx'G � L---J I n rzw a (MYlp�O : .. . ............ ..CORESS ... ......:. , .. . is'-o' �1 z'-io' a•-io• i3'-<� _ is._p. I � � �--------------- 51.00' •NOTE: 0 si-o- THE TREE IN THE N RTHWEST CORNER IS A SlREET TREE. THIS WILL NEED TO BE PROTECTED DUTING CONSTRUC110N. AN ISA-CERTIFIED ARBORIST WILL BE REOUIRED TO VERIFY Tl-IE SPECIES AND HEALTH OF THE TREE AND THAT TREE PROTECTION MEASURES ARE IN PLACE PRIOR TO CONSTRUCTION. THE ARBORIST WILL ALSO NEED TO VERIFY THE HEALTH OF THE TREE. '�' - ��- �y�.�. �. ...�. �B�x�r�r�.._...._ �,�- .-�=,,, 762 S F ° CITY STANDARD TREE PROTECTION MEASURES � IN I� �� I � � 0 s-o- ai-o' s'-o' (N)15 ALLON -•.---.. (N)15 GALLON ITALJAN CYPRE55 ITALIA CYPRESS 6'HT. 51.00' 6'HT. �- --- --- -- -- -- - =---- _ --i � '0010"tREE(S) ;' � �� 5' P.U.E.�� .. �. �� 12"PALM __ _ _ _� , ---- ..- _ ,, � ;' LANDSCAPE 2,850 SF � �� .: ; I ; < _�w , ;:; _ . � ° � (N) 15 GALLON � ( ITALIAN CYPRESS I (N)75 GALLON � 6'HT. '... I ITALIAN CYPRESS " � 6'H T. ,. � • ` ;,. �. .:� __..._ .._... .._. . _._ _I I �Z�-„� J I � v (E)PEACH iREE � „ � TO REMAIN ; ,o � , DIA. 0'-6" ;,.<i ,I �.I .. . ., ��.) � '; 8-0- sF I � � i� � I � °......:..... _o.. 12"TREE�S) �°° � , ,< . .. , , . � : an•o•x..o. .� .:; � . . '.1 � . ; .: ..............„. ,.. . �� c��.� ,r I ;' °::; 'i . r • • (N) 15 ALLON I �MNV _ ITALIAN C RESS � (N)KITCHEN (Nl FAYI:Y R11 6'HT.��.� , nF " xc.o .; � : I � � y I nDwo (N)PAN7RY � � I MDYO 'a oi +� � -------- II--11� / If o . „RO_ � � � � � ,i i �� I i I .�� .N� � i ��, •' I�1 I� �� 1 �- � l i �, � `II • • �� L : • � ._� xrt(Nl L.Wd�G �a� zo'-o' .o Ml 2c�AR CAR, , aa2 tl9F __,_, i/I!o: i �� . :.3'I' - � , �I�I_ �� 'J��°.i� �i!!� � �iRUB I !� '�::: 6"HT. � I ..... F'�'O y,�7"S � . _ .,. ...,. ... .....:::.:�'n�.c (N)6'0'�!'0' 'l,p ... ..,._.O Q. SDMG/SG. E�F � i rtu>.a �..,. �'. H �.. c, � m <. e ,o 50 SF, � � I . ._ . � ,. �.. 1 I. .. .. , k�'�.. R� . �x .. � � , e i � i � G 17-10' ,n Q � I 6.-0. I 5'-0" 3'-1' 6'-11"N '-0 '-6 a'-8' . .. . a 6� ..'S-0� 24"TREE ' � � � I "� C IV�, IMPERVf US 378�SF L . � J ------�-� ------- ---- - - 51.00' 30"TREE NOTE: CONSiRUCT SIDEWALKS, WALKWAYS 0 AND/OR PATI05 WITH PERMEABLE SITE PLAN SURFACES. �NOTE: PRIOR TO ISSUANCE OF BUILDING scn�:i/a'-i'-o" PERMIT, 1HE LANDSCAPE WATER-EFFICtENCY CHECKLJST IN APPENDIX A OF CHAPTER 14.15 WILL NEED TO BE FILLED OUT AND A FULL �q LANDSCAPE PROJECT SUBMITTAL PER SECTION 14.15.040 WILL BE REQUIRED.IT IS PREFERRED THAT THIS INFORMATION BE PROVIDED AT THE T1ME OF THE PLANNING ENTITLEMENT. •NOTE: USE ONE OR MORE OF DESIGN MEASURES BELOW, A. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. B. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS FOR REUSE. C. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATI05 ONTO VEGETATED AREAS. D. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. E. CONSTRUCT SIDEWALKS,WALKWAYS AND/OR PATI05 WITH PERMEABLE SURFACES. 1 202 SF �° i 50 SF GARAGE 443 SF WHY Constuction DESIGNER Jack Lin CSLB#964820 6805 Westmoor Woy San Jose,CA 95129 TEL: (408) 218-0587 Email: fu333�yahoo.com NI deaa Eevq�a,wrongemente k Olan¢ �naco+N o.re{+rexnled by Mn arwinq o.��e ey o�e<n��,.ty oe A 9 YCOrRUC11lMI a�a "an ca�Ke aoa e�.�oP�a ra a cb�»�m, th q 'fietl project. Norie ol vu� �ee.eh�v��.o,a�y.,��t.o.a^�e ohdl be ueedm co dxlosed lo y pmm.firm ryoration im ony p�rpove M�aleoevm It�wl N< nM v�r.��o� w�e r caavuctw„ ui�nro.m�a�w�n<s� m<a ey m p�,�.. vao� a vos�t eDRemtohvea M t il ttlty tnex. ShoWd anY�^w fl'l nc�nalelmcy ��u�a��y.tn-orco.m��c � be nobf d tar n�tr t' proir to proceeEng t�a y sWctbn. OWNER: MR. Bao Ding TEL: 408-828-9808 EMAIL: ghifeng�yahoo.com MR, Young Ding TEL: 408-623-5809 W � ■ z W � W Q M � , � t � � � �:i � W = ,Q+ � Z v � Q Z z °0 � � � W Q M p. ��/� _ ' ■ W U � !� � TITLE SHEET � SITE PLAN �a,�: 05/12/14 �oa No. WHY14-0542 ISSUE&REVISION 07/02/14 LANNING REVIE 10 11/17/14 LANNING REVIE 12/04/14 LANNING REV1E 3 4 5 6 7 8 9 10 11 SHEET N0. A1 .1 DRAWN BY: JL DEMOLITION NOTES 1. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOh �MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS INDICATED ON RC USA DRAWINGS OR AS OTHERWISE DIRECTED BY THE OWNER. 2. THE CONTRACTOR TO VIEW AND VERIFY ACTUAL CONDITIONS AT ALL LOCATIONS WHERE ALTERATIONS TO THE EXISTING BUILDING OCCUR. WHEN WALLS, PARIITIONS, AND OTHER WORK EXISTS WFiERE NEW WORK IS INDICATED, ALL SUCH EXISTING WORK SHALL BE REMOVED. VERIFY A�L SUCH CONDI110N5 AT THE SITE. 3. THE CONTRACTOR SHALL REPORT TO ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK OF THIS CONTRACT. 4. THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULAl10NS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, INCLUDING OVERTIME WORK REQUIRED. 5. THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING LANDLORD INCLUDING, BUT NOT LIMITED TO FLOOR COVERING, CEILING GRiD AND TILE. LIGHT FIXTURES, DOORS, WINDOWS, FRAMES, HARDWARE, CABINETRY, PLUMBING FIXTURES, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, PERIPHERAL ENCLOSURES, ETC. 6. THE GENERAL CONTRACTOR SHALL ERECT ALL NECESSARY PLASTIC DROP CLOTH BARRIERS TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOUTION AND CONSTRUCTION ARE IN PROGRESS. 7. THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTWG FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, ETC., FOR CHIPS, CRACKS, HOLES, DAMAGED SURFACES, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW,FINISHED, INSTALLATION. THESE DEFECTIVE SURFACES SHALL BE REPAIRED OR, IF BEYOND REPAIR, THE GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING AND INSTALL NEW SURFACES TO THE SATISFACTION OF TSCGI AND THE OWNER. 8. THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES AND WHERE AS A RESULT OF DEMOLITION, FINISHED SURFACES DO NOT ALIGN, THE EXISIING SURFACE SHALL BE CUT AND PATCHED. 9. ALL DAMAGED ExISTiNG AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL BE PATCHED AS REQUIRED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN MATERIAL, FIRE-RATING,FINISH, AND COLOR, UNLESS OTHERWISE NOTED. 10 ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT iTEMS TO BE REUSED OR RETURNED TO THE OWNER OR AS OTHERWISE UIRECTED. 11. IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, PARTITIONS, ETC. CAUSES AN UNEVENNESS IN THE SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO F'r CEIVE NEW FINISH FLOOR�NG. 12. ALL EXPOSED LIGHT FIXTURES, WIRING, SWITCHES, CONDUIT,AND METAL MOLDING NOT BEING REUSED SHALL BE REMOVED AND EITHER STORED OR DISPOSED OF BY THE GENERAL CONTRACTOR AS INSTRUCTED BY THE OWNER. 13. THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED. 14. THE GENERAL CONTRACTOR SHALL CAP OFF BEHIND FINISHED SURFACES ALL PROJECT PLUMBING,FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS THAT ARE BEING ABANDONED. 15. TNE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING OR EQUIPMENT. VERIFY WITH TENANT REUSE OF EXISTING CABLING PRIOR TO REMOVAL. 16 ALL��EXISTING TO REMAIN", °EXISTING��, "REI.00ATED", OR "NEW" ITEMS INSTALLED BY THE GENERAL CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF TSCGI PRIOR TO BEING TURNED OVER TO THE OWNER. 17. REFER TO ENGINEERING DRAWINGS FOR REMOVAL AND/OR RELOCATION IF REQUIRED OF HAVOC DUCTS, DIFFUSERS, SPRINKLER HEADS, EXIT LIGHTS, ETC. 18. SOME DOORS AND FRAMES TO BE REMOVED SHALL BE RETURNED TO OWNER. HANDLE CAREFU�LY AND STORE ON SITE. GENERAL DEMOLITION NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF THE PROJECT AND THE CONTRACT DOCUMENTS IN ORDER THAT DEMOLITION WORK WILL INCLUDE DEMOLISHING ALL iTEMS INCIDENTALS, WHETHER CALLED FOR OR NOT. 2. THE GENERAL CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATED WITH EXISTING BUILDING CONDITIONS. ANY VARIANCE OR DISCREPANCY THAT ARISE FROM ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. 3. CONDUIT DEMOLITION TO MINIMIZE INTERFERENCE WtTH ADJACENT STRUCTURES. 4. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 5. ANY STRUCTURAL SUPPORT, BRACING AND SHORING NEED TO HAVE ENGINEER REVIEW PRIOR TO COMMENCE THE WORK. 6. LOCATE EXISTING UNDERGROUND UTILITIES IN AREA TO AVOID DAMAGE BY DEMOUTION. 7 ALL DEMOLITION WORK TO BE PERFORM CAREFU�LY, ITEMS TO BE REMOVED NEED TO REMOVE,DUMP AT LEGAL DUMP SITE,CLEAN THE WORK AREA AND PREPARE THE AREA TO RECEIVE NEW WORK AS SPECIFIED ON THE DRAWINGS. 8. BACKFILL AREAS EXCAVATED AND OPEN PITS AND HOLES CAUSED BY A RESULT OF DEMOLITION. 9. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS. 10. UNLESS WHERE NOTED OTHERWISE, IMMEDIATELY REMOVE DEMOLISHEU MATERIAL FROM SITE. LEAVE SITE IN CLEAN CONDITION. 11. DO NOT BURN OR BURY MATERIALS ON SITE. 12. REMOVE AND PROMPTLY DISPOSE OF CONTAMINATED, VERMIN INFESTED, OR DANGEROUS MATERIALS ENCOUNTERED. REPORT TO ARCHITECT AND RELATED AGENCIES AS REQUIRED. 13. CONDLIIT OPERATIONS WITH MINIMUM INTERFERENCE TO USE AND THOROUGH PUBLIC WAY. MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES. 14. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMITS. 15. ANY PIPE, CONDUIT, OR CABLE ORIGINALLY CONNECTED TO THE REMOVED ITEMS TO BE DISCONNECTED AND CAPPED PROPERLY. IF THE ITEMS IS PART OF A SYSTEM THEN NEED TO RE-CONNECT TO EXISTING SYSTEM AND KEEP IN A WORKING CONDITION. 16. THE LOCATION OF DISCONNECTED AND/OR CAPPED LINES SHALL IDENTIFIED PUBLIC WORKS NOTES 1. ONSITE DRAINAGE (WITH ARROW AND SLOPE PEF ,GE) NO CONCENTRATED FLOW ACROSS THE RIGHT-OF-WA�. rv0 DRAINAGE ONTO NEIGHBORING PROPERTIES. ALL DRAINAGE TO LANDSCAPE SEE ADDITIONAL COMMENTS#6. 2. CLEARLY SHOW ALL UTILITIES FROM THE HOUSE/PROJECT SITE TO THE STREET(ELECTRIC, ELECTRIC PANEL, GAS, WATER, SEWER), INDICATE AS NEW(N)OR EXISTING(E). 3. APPROVAL OF THESE PLANS DOES NOT RELEASE HE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAtNED THEREIN. IF DURING THE COURSE OF CONSTUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT 7}-IE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. 4. CONTACT PUBUC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. 5. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 6. CONTRACTOR IS RESPONSIBILE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDICTION. 7. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 8. UTILIZE BEST MANAGEMENT PRACTICES(BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD,FOR ANY ACTIVITY, WHICH DISTUR85 THE SOIL. 9. A WORK SCHEDULE OF GRADING AND EROSION &SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENG�NEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. 10. ALL NEW ELECTRICAL SERVICE(POWER, PHONE, AND/OR CABLE)SHALL BE UNDERGROUNDED. 11. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 12. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 13. PRIOR TO BEGINING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. * NOTES: � A. "THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR THE PURPOSSE OF PRIVACY PROTECTION, AND REQUIRED FRONT YARD TREE." B. "FOLLOWING COMPLETION OF PLANTING, AN AFFIDAVIT FROM THE ISA-CERTIFIED ARBORIST SHALL BE PROVIDED CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED PROPERLY AND ACCORDING TO APPROVAL PLAN." C. "A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR MATERIALS/FINISHED, TREES, LANDSCAPING, AND OTHER SITE WORK." RESIDENTIAL PROJECT COVER SHEET ASSESSOR'S PARCEL NUMBER: 375-33-007 NAME OF OWNER. MR.BIAO D�NG PROJECT ADDRESS.18930 BARNHART AVE.,CUPERTINO CONTACT PERSON. MR. JACK LIN PHONE. 408-218-0587 FAX. NET SOUARE FOOTAGE OF LOT. 5,355 S.F z EXISTING PROPOSED SQUARE FOOTAGE: FIRST FLOOR: 1,080 1.202 SECOND FLOOR: 762 � GARAGE: 225 CARPORT 44 TOTAL: 1.080 2.407 ARE THERE AT LEAST TWO 10 FOOT BY 20 F00T CLEAR SPACES INSIDE THE GARAGE? �y N IS PRIVACY PROlECTION PLANTING REOUIRED FOR THE PROJECT? YO N BUILD IT GREEN TOTAL POINTS N /A ON WHAT FLOOR(S)IS WORK BEING DONE? NO BRIEF DESCRIPTION OF WORK. NEW FLOOR INCLUDES: 1ST FL� (�LIVING RM.(N)PORCH.(N)POWDER.(p{)LOBBY.(N)2 CAR GARAGE (N)BATHROOM #�1. (N)BEDROOM#t. (N)FAMILY RM.,(N)KITCHEN AND(N)DINING 2Nf FL. : (N1 BEDROOM �2. (l�BEDROOM �3.{�1 M. BEDROOM (Ni M. BATH AND(N)LOUNGE CODE EDITIONS:2013 CBC (Y N)2013 CFC (Y N)2013 CMC (Y N) 2013 CPC (Y N)2013 NEC (Y N) EFFECTIVE 1/1/11 2ND FL AREA ENCLOSED BY 2ND FL EXIERIOR WALLS 782 S.F. (2ND FL.ROOF EAVES ExCLUDED) � 2ND FL AREA ENCLOSED BY ROOF EAVES 908 S.F. (2ND FL.ROOF EAVES INCLUDED) � 51.00' O' �� 10'TREE(S) � 12"PALIA. (N)15 GALLOH+ - . s .� . .•. .�-.�I N)15 GALLON ITALIAN CYPRESS� � -� 6'HT. . ��'�f �'�� -TALIAN CWRESS HT. ITALIAN CYPRE55� �� )15 GALLON 6'HT. .� - ' ' ��TALIAN CYPRESS (N)15 GALLON� <. ..�. �`�6'HT. ITALIAN C1PRE55t ., �� . ;� � N)15 GALLON 6'HT.j ..: .... �, .� .. .::.�TALIAN C1PRE55 (N)15 GALLONI � � . .� HT. ITALIAN CYPRESSI .-:� .-.� .� :-��.�: .�.` �� .. N)15 GALLON 6'HT. : �� - � �-��TALIAN CYPRESS � ........... . .._..... .. �.. � 'HT. (N)15 GALLON� �� - ITALIAN C1PRE55� -� �� 15 CALLON 6'HT. .( .CYpRESS � .. . . Ki'::HT.� . r� �� . .. •. � 6' aawnu Y .�.. ..,...'..,� .�1 ;+'�Fo% �'Y�� I �� .12"fREE(S)� � (N)15 GALLON . .. ',. r-----, � <<..�,,�.: ITALIAN C1PRE55�.... � ....��..br�� •TREE O I 6'HT. ..��, � rwi��.,+.,�� . I` I I I Y ',':�:, �� N)1 aILON ITALIAN SCYPRE55 l .-.. �� j� L-----J � 'jREEO ..�TA WRESS 6'HT. , T. N 15 GALLON� I r__ I '�. N)15 GALLON �� '� 'ITA CYPRESS ITALJAN CYPRESS� . ' ��1�uc f---1 � , 6'HT. � � L-- ��,�„,,,�� pgJ. T. (N)15 GALLON I' .......`I ' ' F�ry�� 15 GALLON ITALIAN CYPRESS --J � � T IAN CYPRESS 6'HT.� �� (n11� I� ��.6SF�i T. 1 �-�-� 762 SF 0 , �s�N)15 GALLON � .....•� � .,-. �..T IAN CYPRESS ��I � �/ bea.� HT. b� � L�J � t,�� (N 15 GALLON o�X . . �:�TA AN CYPRESS --� I �' . I . �! 15 GALLON I �y�g M�",�0°"�I I :�pTpLI�qN CYPRE55 I I j6 Ri. i �f� �au � �-_� I .. ,,O 1� � v �cac4bLas ,.. I ..,. _.......,,............ ....... � r., ..<.;.. i . ,.. ' � � � � � � Q24'TREE � ( ,. 30'TREE I � `,:%::;....� L----------- -------�J BARNHART AVE. 2� SF -----, ,--- -- � �-, � � I I I � I � I � I � I � I � � I I � � � 762 SF ; I � I � �-, I � I I � I � � , I � I__ � I � �---- � 51 � •NOTE: IN ORDER TO USE 7HE ExISTING 7REE5 AS PART OF THE PRIVACY PLANNING.THE CITY REWIRES A LETTER fROM AN IN7ERNATIONALLY CERTIFlED ARBORIST OR UNDSCAPE ARCHIiECT STATING TAHT THE TREES PROPOSED VALL MEET OR ExCEEp HEIGHT,SPREnD AND GROWTH RATE. SHALL DWBLE CHECK AND FOLLOW UP WI1H LANDSCAPE DE9GN BY LANDSCAPE ARCHITET IN THE BUILDING PERMIT SET LAiER. +NOTES: Q LANDSCAPES WITH MORE 7NAN 2,500 SOUARE FEET N7LL NEED TO COMPLETE A LANDSCAPE SUBMITTAL THIS CAN BE COMPLETID CONCURRENTLY WIlH BUILDING PERMIT. 1 PRIVACY PLANTING N TS � 15T FL&2ND Fi.AREA ENCLOSED BY ALL EXTERIOR WALLS 1,750 S.F. (GARAGE 443 SF k PORCH 50 SF INCLUDED) ,------- I _ � � I I � I I I � I I � , , � I � i 202 SF � ' i � � I I � , � � I � I I � � I I � i I � � I I I � I I I �_� I I ' ' GA G E � I � I ' 44 �SF � I � �_ I I � j I I I �--- -------I I I � � `� ,, PORC ; ----' ----- � 50 SF � I I ° �;� �::':.. ; .; �-�i��- ,�� LOT COVERAGE: =1,927/5,355=35.99%<45% � :. , ....... _�_....._,�,---,..ad�yC!.��...:.�......r.�.�m ` �.' ` �� !`P`� 18930 BARNHART AVE. . � tie�. � a� '.';; �.:) r 4�1�.:. . -...,.,.-..��%�......mo,..r,,....�...s- � �,:k.,'i ..t,+,:. ... .�... `i . _. ,.,.Y. ....,...,�t.....P<d ..a,,....,�,.....r.�.�..., ��t,<'��ti .�i�i.h �. ��!] ��1Ynri. ��_��a �ICA�� ....i�� 15T FL AREA ENCLOSED BY 15T FL.EX7ERIOR WALLS 1,202+443+50�1.695 S.F. (GARACE 443 SF dc PORCH 50 SF INCLUDm) 0 LOT COVQ2AGE AREA 1,92�S.F. (INCLUDES 1ST FL STRUCNRE,ROOF OVERHANGS, COVERD PORCH AND ANY PORTION OF THE SECOND STORY THAT COVERS THE LAND BUT NOT INCLUDED IN THE FlRST FLOOR AREA.) 2 LOT COVERAGE N TS WHY Constuction DESIGNER Jack Lin CSLB jJ964820 6805 Westmoor Way San Jose,CA 95129 TEL: (408) 218-0587 Email: fu333�yahoo.com ui e�.e�y�..a,.a�ya„��ie e piao. inbcated a r�pra+enled by}hn dm�ing �.e nr a�a m.y��.cy m w a ecoisnnc� �a ��a �.<a a�e ee�wea ror uce on. a cb�.rn. the epecfwE pr�jecl. NoM o�w h w�e�s�.. �.�c, p�, enan ne�xda cw d�oxe�o y Dmon,firtn porotion�v ony P��oe�.na�s«�.uno�,i me tta,�e.�or w e vcaenuc� ui mo�ai��.�o ee.<.m�e ey w GO V� 4D Rt p t t M t il lA ty t^n�. Sh Id y fl t tency ppea'lh ba g N' ffi e muat n ure� �wo o to P.o�e�a��y.�u,aoy��.c�,<e�o�. OWNER: MR.Bao Ding 1EL: 408-828-9808 EMAIL: ghifeng�yahoo.com MR. Young Ding 1EL 408-623-58�9 W t� . Z W � W Q M 0 � � r � � o ::�i W = Q�♦ � Z V � Q Z Z °� � O W 0 M a ' o> > . oo v o� � � LOT COVERAGE &PRIVACY PLANTING �,a�: 05/12/14 �oe No. WHY14-0542 ISSUE&REVISION 07/02/14 LANNING REVIE Q1 11/17/14 LANNING REVIE 12/04/14 LANNING REVIE 3 4 s 6 7 s 9 10 11 SHEET N0. A2.0 DRAWN BY: JL WALL LEGEND EXISTING CONSTRUCTION TO REMAIN 12. PROVIDE ATTIC VENTILATION AS PER (2010 CRC SEC. , �ND THE 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 O 16"O.C. AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LIST�NG AND THE AND IN 11-IE EXTERIOR STUCCO 7/8"MIN. STUCCO 0/METAL MANUFACTURER'S INSRUCTIONS AS PER (2010 CRC SEC. R1004 AND R1005) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR LATH 0/TWO LAYERS OF GRADE'D'BLDG.PAPER 0/ pUALITY MANAGEMENT DISTRICT(SMAQMD)NEED APPROVAL FROM SMAQMD. PLYWOOD. (916-874-4884). �� NEW 2X4 WOOD STUDS�i6"O.C. W/1/2" THK. GYP.BD.ON 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SEC110N 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. GYP.BD.ON WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18-INCH BY THE BOTH SIDES USE WONDER BD. OR DUROCK AS BACKING 24-INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. MATERIAL AND WATER PROOFED MATERIAL (2010 CRC SEC. R408.4.) �� GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED NIITH 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. AT LEAST 1/2"THICK DRYWALL, AND THE CEILING SURFACE REOUIRES MINIMUM 5/8" THICK�INTERIOR SIDE. (2010 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 INSTALLED. W/7/8°STUCCO�EXTERIOR SIDE. (2010 CRC CHAPTER 7.) S.G. SAFETY GLAZING WINDOW/TEMPERED GLASS 17. EXTERIOR wALL COVERINGS SHALL BE APPUED. (2010 CRC SEC. R703.) F� �� 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID (�x\I CRAWL ACCESS 18"X24"MIN. (2010 CRC SEC.R408.2) FUEL SHALL BE EOUIPPED WITH AN APPROVED APARK ARRESTER. �__� � %'' ATT1C ACCESS 22"X30"MIN. (2010 CRC SEC. R5017) (2010 CRC R1003.9.1) �� A HEAD ROOM CLEAR HEIGHT IN A ATT1C AT LEAST 30° 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING �_�� AT THE AT11C ACCESS" CODE. (2010 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED WINDOW LIGHT/VENT CAL SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET(1829 MM)ABOVE THE FLOOR (2010 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR VENTILATION UGHTING OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION ROOM NAME AND ROOM SIZE AREA REQ'D AREA REO'D PROVIDED WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM) WITHIN THE LOCATION (S F) - (4i)OR -(8i)OR M�NDOW FIRST 10 FEET(3048 MM). (2010 CRC R401.3) � 5 S.F. MIN. 10 S.F. MIN. AREA(S.F.) NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN, (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM, CLEAR OPENING 441NCHE5 MAX. ABOVE FLOOR. (2010 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2010 CRC SEC R612.2). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SAl1FY THE REQUIRED NATURAL LIGHT(S%)VENTILATION (4%).(2010 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS. 5. A PERMANENT LABEL PER CBC SEC 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7)LANDINGS MAY BE UP TO 7 75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3(CBC 1008.7.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SNALL BEGIN NO MORE THAN 8 FEET(2440 MM)FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET(7620 MM) ON CENTER. (2010 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE,OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25 7 OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2010 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE. BUT NO CLOSER. 3. PROVIDE 2X6 �ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2010 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE FIRST 10 FEET(3048MM). (2010 CRC R401 3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN N0. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. (2010 CRC SEC. R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS,SHALL NOT BE LE55 THAN 7-FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA (EXCEPT KITCHENS). (2010 CRC SEC. R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZtNG LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN (2010 CRC SEC R308 4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6-FEET ABOVE THE FLOOR. (2010 CRC SEC. R307.) 10. PROVIDE AN APPROVED ATTIC 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) GARAGE NOTES 1 GARAGE COMMON INTERIOR wALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2° THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK�INTERIOR S�DE. 2. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS�16" O.C. W/7/8" STUCCO�EXTERIOR S�DE. 3. ALL DRYWALL SEAMS MUST BE TAPED/FINISHED WITH JOINT COMPOUND AND SOME JURISDICTIONS MIGHT REQUtRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/DAMAGED DRYWALL SECTIONS,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM �l-1E GARAGE INTO THE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RA7ED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REOUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WI1H A REGISTER(SUPPLY OR RETURN)OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKiNG. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 GA. STEEI,NO PLAS�IC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE)VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL(TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOwARDS THE FLOOR DRAIN OR OVERHEAD DOORS 10. ATTIC ACCE55 INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/B"DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18"ABOVE THE FLOOR. 5�. .. � N 3i o, °z' 3 z �1 A+B+C+D+E+F=1,202S.F. 18+424+514+1+49+185=1,202S.F. G+H=443S.F. GARAGE 6+437=443 S.F. _ 3 w J z a � z � � N +6 G, ti iv l��`\j-��Q O�� 3 I °Za� � 0 co �oww z z�� 3 � o T!y-�O•. i F FO -1- N. �A!�sn i <. I � � � I i � � �n I � I � ��J � o �� I °zd i� �o w Z J H .�N 16'-7" (N)5'0"X4'0" _ SLIDING J � x � L_ �N) I REF I � I I I )t� �N) KITCHEN � TILE UP __10'��..._ ____.. �.....:..`.........:...:...:.: (N)8'0"X6'8" TEMP. GL. SLIDING DR. �N) FAMILY RM. HDWD � i N NOOK i HDWD (N) PANTRY I HDWD I i---------------- N LAU. I TILE L_- (N)W II�� TI ��x�� (N RYER I��I� 'O' N COAT (N)W.H. � DINiNG RM. Howo � ' � HDWD 2R �Ni LANDING N POWDER corvc. s�ne TILE� O'•� � +6. 's c �,.c m�i. �N) LIVING RM. HDWD 1,202 SF N Hs�AiR (N) 5'0"X6'8" fr\ DR. / +6' , `� ` � O �N�6.0„XS,o.. ,��o� ': N.:r�,�� ._ SLIDING/S.G. F�+�Q : CON6. SLltB " TEMP. GL EGRESS � .:�;� 2R 50 SF 6'-11° 2.-0., .,-6' 6'-2.' ._6 � � �•: r ',,- _�; ` � -�'��._�.�. ;. x _... .,.- •--.Y.� ,�q .. . .- '�1►4z.w. -. �+.'rwwtfo_^e ^y�y�y� ! �!s�� f '.�� t��.r:�. :;, , , . '�� `, i_ � 'i ..,- ��,`�.,.. �._a......�.-.�,..,..�....d.,......,,.,,,,,.,,,= ,,�a .,_ -...,�„-.`., .:,� � � f��t ��.�..� � F,Ja s p ' . ....e: . � . .. . .. �f�� r�ry .... ..w<. ,� - � 14"-0.' UP 2R �: .N................ �' ..: �.............< (N)5'0"X6'8" TEMP. GL. SLIDING DR. (N) BEDROOM �1 HDWD 0 i � (N) BATH �1 TILE �SHWR� V.I.C. �-� o c� � � \ /\ �viJ \/ x\� /\ o Z a --- /// \\\ � � �� ?,cJn I (N) 2 CAR GARAGE o � ' CONC. SLAB x z a� 442 SF Z (N) 16'0"X7'0" GARAGE DOOR � i � 'v 19'-4.' PROPOSED 1 ST FLOOR PLAN SCALE: t/4"= 1'-0" � � A WHY Constuction DESIGNER Jack Lin CSLB�964820 6805 Westmoor Way San Jose,CA 95129 TEL: (408) 218-0587 Emoil: fu333�yahoo.com NI keoe,deagie,arrvngmmenle k plana dicoled or npr�untad by fhw Erawmg o.�.a er.a�d�n��.,a..ry oi MBYCO�MI1OCIfON aoe.�. .�oi<a,��Ka a�a xK+w�a ro�use ma�n ne�an.ro�, the epx�ified projttt� Noirc of eucA idem.desi9ns.afonqemenls a da+a aholl be uud b`a dscloxd lo any ve�no�.n�o,omorouo�,ia o�Y ��oe�.natsoe.x nnwi m< �n«��.��o�m w'BYCtlMIfOCIlI1M ai��ro�au��.<o ee.Y.m.e er di P.+,o�:.oa,�pao��:onC proFCt prcxntativea Ma�vll ulilitY Mae. ShoWd any erra,canflicl w ncineleTmcy appear n Ne ba�ng+,Nb aK�e u t n��onr a ro.n:o-��t�.o.a,to o.00«emy.rtn a�y�o�s��,ce�o�. OWNER: MR. Bao Ding TEL: 408-828-9808 EMAIL: ghifeng�yahoo.com MR. Young Ding 1EL: 408-623-5809 W V Z W � � � � � � � � � ■ � � ■ W Q � � QT i L� � � � �M W � o� � � M r � ::�i � Q V Z � � W � V PROPOSED 1ST FLOOR PLAN �A�: 05/12/14 �oa No. WHY14-0542 I ISSUE&REVISION 12/04/14 SHEET N0. A2.1 DRAWN BY: J� WALL LEGEND _..............._._......_.. EXISTING CONSTRUCTION TO REMAIN � (N)FURRED WALL/COLUMN. NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS O 16"O.C. AND IN THE EXTERIOR S1l.1CC0 7/8"MIN. STUCCO 0/METAL LATH 0/TWO LAYERS OF GRADE'D'BLDG. PAPER 0/ PLYWOOD. �� NEW 2X4 WOOD STUDS m 16"O.C.W/1/2"THK. GYP. BD. ON 1HE BOTH SIDES NEW 2X4 WOOD STUDS O 16"O.C.W/1/2"THK. GYP. BD. ON THE BOTH SIDES USE WONDER BD.OR DUROCK AS BACKING MATERIAL AND WATER PROOFED MATERIAL. �� GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2'THICK DRYWALL, AND THE CEILING SURFACE REOUIRES MINIMUM 5/8"THICK O INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS O 16" O.C. W/7/8"STUCCO m EXIERIOR SIDE. S.G. SAFETY GLAZING WINDOW/TEMPERED GLASS F��'I I x I CRAWL ACCESS 18°X24"MIN. (2010 CRC SEC.R408.2) �� %'' ATT1C ACCESS 22"X30"MIN. (2010 CRC SEC.R5017) ��` � A HEAD ROOM CLEAR HEIGHT IN A AT11C AT LEAST 30" �__�., AT THE AT11C ACCESS" WINDOW LIGHT/VENT CAL VENTILATION LIGHTING ROOM NAME AND ROOM SIZE AREA REQ'D AREA REQ'D PROVIDED LOCATION (S.F.) -�4%)OR -(87)OR �NDOW 5 S.F. MIN. 10 S.F. MIN. AREA(S.F.) NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN.,(5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM,CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR. (2010 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART Of'THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2oio cRC sEC Rsiz z). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED NATURAL LIGHT(8%)VENTILATION(47). (2010 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS. 5 A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1 7)LANDINGS MAY BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3(CBC 1006.1.6). THIS INCIUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET(2440 MM)FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET(7620 MM)ON CENTER.(2010 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANGES,NO OPENINGS ARE AL�OWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE,OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25%OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2010 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART Of THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBtTED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE,BUT NO CLOSER. 3. PROVIDE 2X6�ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS,A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE.SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2010 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTiON THAT DOES NOT CREA7E A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS THE GRADE SHALL FALL A MINIMUM OF 6 INCHES(152 MM)WITHIN THE FIRST 10 FEET(3048MM). (2010 CRC R401.3) 6. DUCTS WITHIN PR�VATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN N0. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE.(2010 CRC SEC R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT,OTHER THAN KITCHENS, SHALL NOT BE LESS THAN 7-FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA(EXCEPT KITCHENS). (2010 CRC SEC.R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN. (2010 CRC SEC. R308.4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6-FEET ABOVE THE FLOOR. (2010 CRC SEC.R307) 10. PROVIDE AN APPROVED ATTIC 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 i/2 INCH GYPSUM BOARD. (2010 CRC SEC. R302 7) 12 PROVIDE ATTIC VENTIL/+TION AS PER (2010 CRC SEC n , AND THE CALIFORNIA ENERGY STANDARDS COMMISSION) 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSRUCTIONS AS PER(2010 CRC SEC. R1004 AND R1005.) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR OUALITY MANAGEMENT DISTRICT(SMAQMD) NEED APPROVAL FROM SMAQMD (916-874-4884). 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECTION R317. A MINIMUM OF 12°CLEARANCE TO UNDER FLOOR GIRDERS AND 18" CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLE55 PRESERVATIVE-TREATED WOOD OR WOOD NATURALLY DURABLE TO DECAY tS UTILLIZED. A MINIMUM 18-INCH BY 24-INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. (2010 CRC SEC. R408.4.) 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. (2010 CRC SEC R302.11.) 16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED. (2010 CRC CHAPTER 7.) 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2010 CRC SEC. R703.) 18. ALL CIMNEYS ATTACHED TO ANY APPUANCE OR FIRELACE THAT BURNS SOLID FUEL SHALL BE EOUIPPED WITH AN APPROVED APARK ARRESTER. (2010 CRC R1003.9.1) 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. (2010 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET(1829 MM) ABOVE 1}-IE FLOOR. (2010 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6�NCHES(152 MMj WITHIN THE FIRST 10 FEET(3048 MM). (2010 CRC R401.3) GARAGE NOTES 1. GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2°THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK�INTERIOR SIDE. 2. ONE HOUR RATE�ExTERIOR WALL 2X4 WOOD STUDS�16"O.C. W/7/8" STUCCO�EXTERIOR SIDE. 3. ALL DRYWALL SEAMS MUST BE TAPED/FINISHED WITH JOINT COMPOUND AND SOME JURISDICl10NS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/DAMAGED DRYWALL SEC�IONS,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM THE GARAGE INTO 7}-IE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RATED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARIERS 7 THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEAl1NG SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WITH A REGISTER(SUPPLY OR RETURN) OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOU�D BE AT LEAST 26 GA. STEEL, NO PLASTIC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE)VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSU�ATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL(TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOwARDS THE FLOOR DRAIN OR OVERHEAD DOORS. 10. ATT1C ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/8"DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE A7 LEAST 18"ABOVE THE FLOOR. � 21'-0" Q . (N)WINDOWSILL 1 3'-4" 1 S.-2.' 21' 0" 536+185+41=762 S.F. � O I � O� � X� . Z �o z� �� I � � i in 0 y(.�N xZW i o�� I �ui w Z N i� , �P � '�'��-.� . . . :_...,_....�,........,...-,..�,.,,.,. ..a.ww....w..:_.,....�,.......�.,......M..�,..o t i �i, �( "` 4 ...� i f�.tiY:4��' ,,. ..N..,_.. .,. ,.,... . -�>,.»...,...,..�...W........,.........._ �4'^ .� .-'} �": /r'C�-J�. /� ( . .- ......,.,�.- . ._.. ;+.........T,. ......�.-.....�, ,:,� _,. �r „ ., .,t �.�.*'rr4 a.= ¢.�'? s f `.,L V .. .F.. � �n..�.�.r y.�..d>+.�..cn 3,_6.. 4._8,. 2,_4., 3,_4„ 3,_4,. 2._4„ �._9.. (N)5'�X6'0�� SLIDIN /S.G. � � TEM GL ,��J 0 5��, G S T�+F: (N)30"X3'0° �1�' Q. �''O� SLIDI G/S.G. `F` � TE P. GL. WINDOWSILL M. ATH � T1LE r___--_ -_-� � � � I I I I i (N) M. BEDROOM i � � HDWD � � � � I I I I � L-------- -J �------- i N M.W.I.C. � HDWD � L - fN) LOUNGE HDWD 762 SF �- --, I I � � ��) BEDROOM �3i I HDWD I � � I I _J � N---- HDWD N BAT 2 �SHWR� TILE �y\ �� ---a \/ I\ /I /\ � \ /� � �/-\i � � � � �-'� L_��_J � � �-------� I I I I I (ND BEDROOM �2i N STAIR i How� i HDWD I I I I (N)2'o"xs'o" io L__ __J SLIDING/S.G. Ulo TEMP. GL z I x (N)5'0"XS'0" SLIDING EGRESS 2�-10" � 4'-10" � 2'-il" � 10'-5.. � O�J N � X�� o z� o, in Q vJlW- � I N o� �J X�� o Z� � ^0� N VJ F- � PROPOSED 2ND FLOOR PLAN SCALE: i/4"= 1�-0" z`� A � A WHY Constuction DESIGNER Jack Lin CSLB �964820 6805 Westmoor Way San Jose.CA 95129 TEL: (408) 218-0587 Email: fu333�yahoo.com ^�dsas.%.eq�a.m.mge.nenta s pm. dicolM rapnawilW by lhia traring matl by,antl fhe prapwlY of ��carraon� a t.aT��«�a x.�op.a ea�Y�ww� a o.�� n.+a��n.a o a�i No,.« n ao.,w�y�.. v«o«�i. P�m. nan w .a cr o.a�xio.w eo y o�,�,.�a��:��.a�Y p��o.�.noe.oe... �eno�<�n� •ritten D��seicn ol M�Y CIIflWN.TRN ui„rm.�ou«�i.�o e.K.re.e ey ai pwema.carpanin md propct reprexn�olires N<��il ula�ln nai S�hould y ma. sict etm<y ppear m N<barinq,t�ie olfice murt De notMbA�o�hrtruc[Ime o�or m praeeEln9 M�n mY conatrucllm. ON?JER: MR. Bao Ding TEL: 408-828-9808 EMAIL: ghifeng�yahoo.com MR. Young Ding TEL: 408-623-5809 � V � W � � � W � � � � � ■ � � W Q � � a _ Z � Q � � �M W r � � � M � r �,A /r�I VI a V O Z i � :�.� � �.i PROPOSED 2ND FLOOR PLAN DA�: 05/12/14 �oa No. WHY14-0542 ISSUE&REVISION 12/01/14 SHEET N0. A2.2 DRAWN BY: JL 0 I N � 28'MAX. HEIGHT I ----------------------'-------------- I PROPERTY L�NE ' WALL PAINT KELLY-MOORE KM3502-2 PROPERTY LINE I I MOUDLING&TRIM KELLY-MOORE KM3452-2 � " TWO LAYERS OF 15#FELT FOR ROOF CEM. TILES STUCCO WALL _ TOP 2ND FL. 2ND FL. SUBFLOOR I o ° i I iST FL. o TOP OF PLATE N -(N)CHIMNEY �\ /� o 'i \ i � / "� ° \ � � � I � / ih � / o ,'1 II o \ / I I � � � � \ � . , . — ., . I . I _- � . . . i � �. �, . � ��i . ��H-.., — _��'————� � �� - �—I—J \ — - - - - v� T P F RI ao � I � 2ND FL. `� TOP OF PLATE � I m � FL SUBFLOOR i o � GARAGE � N TOP OF PLATE I � --i � �; � o � � �' _ � LJ� �� v� `� � 18930 � I ` , I,� e , � � ,_----- - -. I �J, JI� ` iT � (N1 FFNr o a � a� �—'�� i '�.._ (N)FEN_CE� I I o i �E u � � J�_F I`��'i !�i li � F __ � �I I�- I � . h LJ !�— �I�� . �I ''� � I I o . , �,n - . r, � I i �d; .i �I�� - — - i —�i ��^ o � o i — — JI� ,II�— � i� i I � I! - - i �I I - — , cD O io o � ��i�' '�� II ��I � � �i , �I I . -. ,., . I��--�� ,�, `=s° --- ��=------ � 1SUBFLOOR N o -o�=!�,o- o '�` - _/I li ° i�I rrJl�=� �ti�q,_E �,�;, I ��' I O O O I �L�__-�I.____, 'II i cO (N)LANDING �CURB LINE �THE NATURA�(EXISTING)GRADE LINE FOUNDATIONVENTN0.01-N0.04 "CRAWL SPACE VENTS DO NOT 'PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS(2013 CRC SEC. R 703.6.2.1) OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4"ABOVE EARTH AND 2" ABOVE PAVED AREA. NOTES ' WOOD SUPPORTED BY EXTERIOR FOUNDATION WALLS. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LE55 THAN 8 INCHES(203 MM) FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVAl1VE-TREATED WOOD. * EXCEPTION. [DSA-SS&OSHPD 1,2 AND 4]AT EX7ERIOR WALLS WHERE THE EARTH IS PAVED WITH AN ASPHALT OR CONCRETE SLAB AT LEAST 18 INCHES(457 MM)WIDE AND DRAINING AWAY FROM THE BUILDING, THE BOTTOM OF SILLS ARE PERMITTED TO BE 6 INCHES(152 MM ) ABOVE THE TOP OF SUCH SLAB. OTHER EQUIVALENT MEANS OF TERMITE AND DECAY PROTECTION MAY BE ACCEPTED BY THE ENFORCEMENT AGENCY. (CBC 2304.11.2.2) � —__-----_—_�____ 28� MAX. HEIGHT _____�_______ I PROPERTY LINE ' WALL PAINT KELLY-MOORE KM3502-2 PROPERTY LINE I MOUDLING&TRIM KELLY-MOORE KM3452-2 �i •TWO LAYERS OF 15#fELT FOR ROOF � CEM. TILES STUCCO WALL � I =-.-i o I , � 2ND FL. ' I ^ TOP OF PLATE PROPERTY LINE 0 1' il � I r�-�i �'.n - �� '� � \�� I�I I�iil � I �a - - �� —�n �'=��..J �I'I ��i'.. io Ir �I ��'�'�I�',�.�,.I 'I—�� — I ��II��, Lu��L—J .� I I ,�I�— .I�` 'o n�l IJ n i I I I' I �C I�� '� �I� ��'�— I^ I�—�I� � ILJ� '�I'�; �.'�I� �,,�'�,�— „ —��— �._,,rt� ,,.r �', — ,_.. ..�� , �I��ii. .i- - — 0--O_,-,=0,— O— _ �I ,I� 'II� f,I�,- �_G. I N i � I � � "� TOP OF RIDGE _, _ r'� (N)CHIMNEY 'o � � I �'I \ o . ' i \ I o o I / . i � ,� _� � � rn m / � \ / � ii, , , o I \ / . . . `n � . � �`'-lr o . ° I � �_�,=u_� �i _i , i � _i 0 i 2ND FL SUBFLOOR / � �I;� <v � _I'<'E � �-, o - - _- - ---- ------ =� i' i _ � �' i GARAGE �: i TOP OF PLATE TOP OF PLATE o N ':�� s;�l�,�.3�� . ♦� ..'' � . ...,,�...,�,..,.�.�....r+�.�.....sy..,,.�.....or..�...��.��.s.....o.�....r,n "�,5 � , l�R' �y�; .�;�.r� �E �f�t °�,,,, � `��;{)�f`f �.J� ;i d�j..t ._._n . .»w�c..��,.�.��. �.�rw-uv.�...�.a�w. i .�i!,«3�., er '+,'�' - +��B�I��,�'3�,,' 3'.-�..-....� .._ ..... - i ...r.� . . ..u. .r�.w.....w�.�.�.ar (��'::��F�f��`�Y ` � � � o � ` ��'' y-'; � FENCE I N FENCE _ v - a . � ) . . -i o F - r�� =. -_ � i <o Jr.,- �;.G� .�. ° ,�-- - � o � o � � I _I _,.i.T: .I � I a I c� � �, p �r�� '� ' �i i li .. I�:� 1ST FL. I =- - ----- --- -- ------ SUBFLOOR O -- O ---- � O O O ——————— ——————--———————— " : THE NATURAL(EXISTING)GRADE LINE� CURB LINE� (N)LANDING -� FOUNDATIONVENTN0.07-N0.10 *CRAWL SPACE VENTS DO NOT "PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS(2010 CRC SEC. R 703.6.2.1) OCCUR IN SHEAR wALLS. WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. 0 1 NORTH ELEVATION ,i4•-,�-o- ZSOUTH ELEVATION ,�4•=,.-o� WHY Constuction DESIGNER Jack Lin CSLB#964820 6805 Westmoor Way San Jose,CA 95129 TEL: (408) 218-0587 Email: fu333�yahoo.com Ni dro,.e�y�..>.�y�,��.s pm�. me��o�.a o.,.�.mew nr an e,�.my omM br,and the prapMy of M 9 Y CQMRUCII[N aoa.� �mc.e,�.dKe,�a a�K+ev�e ro�� a„ �ctb�.ro�, tne�e��rKa o.o��no�.oi d, �aao�.e�qns. y�.�ta o po�e .nan n��cee�ey o dwosed to w�r peram.firm rpora[im ta my �urpoae+haleoewr nMWI the 'tlm pamiwim of N 9 YCQRI�UC11fM ui�+o.mo+w��.e x m a ey ai <e„o�a�«�va��o a P x c crcK�tan.en m t n tunr mex. sno�ie o�y�..« �n�Kt o��e�si e�r ppw n the bvwnye,lhie oNcv mu t be notifkd tar nsW<lions prdr to o.00«a��y.ro,a,y�o�.�ti<e�o�. OWNER: MR. Bao Ding TE�: 408-828-9808 EMAIL: ghifeng�yahoo.com MR. Young Ding TEL: 408-623-5809 W � • Z W � W Q M o ' N � � � o � W = Q � z � (' Q z Z m o�c O W Q M a � ' ■ � � � r � II ELEVATIONS I �A�: 05/12/14 �oe No. WHY14-0542 ISSUE&REVISION 07/02/14 LANNING REVIE 01 11/17/14 LANNING REVIE 12/04/14 LANNING REVIE SHEET N0. A3.1 DRAWN BY: JL 0 28'MAX. HEIGHT __________�__�_________/__��___�—____��_��__�______�_________________ I PROPERTY LINE � ' WALL PAINT KELLY-MOORE KM3502-2 � PROPERTY LINE I N I � MOUDLING &TRIM KELLY-MOORE KM3452-2 � \ I N � "TWO LAYERS OF 15�j FELT FOR ROOF � � CEM. TILES � � a TOP OF RIDGE STUCCO WALL � � TOP OF RIDGE mTOP OF RI T.I' i� � -�--.��---r- \ `� �`r` T-?' '-'--�-- -' \ � TOP OF RIDGE � i� / � -`� � =r,�-- ..---�- ' �� .�-�-�-- _-I. .� . �..r�___, \ `� 2ND FL. I / / .--'-,� �� _i�--�r- - �--w�r. ---�-�--.- -�- ;�T - � 2ND FL. i TOP OF PLATE / \ TOP OF PLATE / \ / i \ / o � I � ;•� 'o � � � � i o _ o I / ''u� i \ I o i ---J _ . i � � � � � / � O � � / � M � / — _J � pI � ��T!-��.�r�—I,-r-�—� � � �-�.T- �'�,L�. � \ � I Oj O j _ 2ND FL. SUBFLOOR / ^`�--��-`�-T'-�r- -r' ��—,- �-��-r`rT, F,,-= � �v \ 2ND FL SUBFLOOR i �� 1 � o - �-��_ � , i--�--=r-�.=�� rr�- - � ^o � I---r- ,------,--r - 1 ST FL. N I - N I o T P F P AT 0 0 L E P A N TO OF PL TE o O N � � _ �,.��. ��' '� �* `�i:�'—��I, I'��'�..o �II Ji. � � �j i� � � I I� I �" � --------_---- — — ----- �E)FENCE� o �-_ �F �, I � `D �ti� II o w.F � � — m � ii�i ° � . � � o - i� 'v> � � . � 0 0 I i , 1 ST FL I �I � � . �.- . _ �_ �J_ F 15T L I � ------- SUBFLOOR , � � � SUBFLOOR d o 0 0 I r . � THE NATURAL(EXISTING)GRADE LINE (N)LANDIN (N)LANDIN (N)LANDING � FOUNDATIONVENTN0.11-�10.15 •CRAWL SPACE VENTS DO NOT *PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS(2010 CRC SEC. R 703.6.2.1) OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2"ABOVE PAVED AREA. 1 WEST ELEVATION ,i4-=,�-o• � , . n . � /�-�>I�-3� � , u� . �V.f,.. . � .... ,, .¢ � ,. �, .r__ ... - .,. , '.t.,�,-��>._ r a � _� � : - r ,��. -:..;:__.�.�..��,...o,.,..d......... ��;�,�t . <.r. ' �'S�'�� .,/, � ...,�L;.:,..,:-. �S�.E Fr,� , s.. .�,. ,�,,,,��„�,� � `-..sl�e..�!i��'�;� , I't^ ' 28' MAX. HEIGHT �,ur�a' �,4��i:i�nr, r� �----�----------- ---------------------------------------------------- PROPERTY LINE *WALL PAINT KELLY-MOORE KM3502-2 PROPERTY LINE I N I +TWO LAYERS OF 15#FELT FOR ROOF MOUDLING&TRIM KELLY-MGORE KM3452-2 I N CEM. TILES i `* STUCCO WALL a TOP OF RIDGE TOP OF RIDGE N TOP OF RIDGE � � � :T�-?=-i , ': i� -,---i�--T-,�,-, � °° �' � / , =7-r-----f------Y i:'--YI--��--��--r�`rI-�� \ � � 2ND FL. / i i � I I T_'� ,�- \ \ I 2ND FL �' TOP OF PLATE / TOP OF PLATE \ � (N)CHIMNEY \ / o � � i . �/ � I!i ''� ° \ � I o I / o i i � _ \ I o . � / io � o i a� \ . , � � o �. I�� i � � i � � � , , � ,�; , � \ . � i � / ° � ,- ' I ;, �`- ' ,'I , �L._� � � � b 2ND FL SUBFLOOR � i� -'�� ' �r-=r'--�-� �1 \ F i i -i- , 2ND FL. SUBF�OOR � • - - T �-�� -- -- - -- � i o �.�� r?,-�� , � �n � 1 T F � S L . ^o � -� --T-�-- 1ST FL c� o TOP OF PLATE � N TOP OF PLATE o � o `� i �� v � '--? —. � (N)FENCE � ' ' - - o o �a . o F- - ----------- i i "� - _ - -,��- � i I o � — .. c0 iD - � N I � .,. ._�T_ . � . : , _��r o T ��`` i,' �-J�T � -�- �_ �-- -- — - I ° � ° ' 15T FL. N - o I - �� n' � 1 ST FL. SUBFLOOR ------ - - ----- ---- -- 0 0 0 0 0 0 0 0 0 0 0 , SUBFLOOR ��T_T � (N)LANDING THE NATURAL(EXISTING)GRADE LINE� � FWNDATION VENT N0.18-N026 �CRAWL SPACE VENTS DO NOT 'PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703 6.2.1) OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4"ABOVE EARTH AND 2"ABOVE PAVED AREA. 2 EAST ELEVATION � ,�4•-,�-o• WHY Constuction DESIGNER Jack Lin CSLB#964820 6805 Westmoor Way Son Jose,CA 95129 TEL: (408) 218-0587 Email: fu333�yahoo.com NI idwa.E�yn�.arrmgwnanta h plma di o1�d rRrwenlM pr tAia ba�ing meE by,anE Ne praprty of M��M7171(,Tpl a . �.e.tiw..a ma e..xoo.a ro�..oo aw m�o«�o� �n, M�+V�cifiM Proj�ct�Nms W euc� �aaa.aaipn.m.rnqw.�..�f•a p�ma .nan w�.e eca e�Kio.w�o y p..,�.n�„o wv��o�m,a�y p,�w..na�so...r �mo��m� 'itm D�iesim oi M�Y CRiTIOCIffIF ui��r �o m e....rwe ey wi a..�, v� e p.oMe ny�� m e.0�urcro��. snowe y n«« n.cs��y p�not111Mtior hetructlmpe office muet proY lo proceeEMp vlt�mY wnatructlm OWNER: MR.Bao Ding TEL: 408-828-9808 EMAIL: ghifeng�yahoo.com MR. Young Ding lEL: 408-623-5809 W C� . Z W °' W Q ° o ' � H � � � o � W a °' � Z V � Q Z Z m � � O W Q �"� a �M ' ■ �/ U � � � ELEVATIONS DA�: OS/12/14 �os No. WHY14-0542 ISSUE&REVISION 07/02/14 LANNING REVIE 1 11/17/14 LANNING REWE 12/01/14 LANNING RENE 3 4 5 6 7 8 9 10 11 SHEET N0. A3.2 DRAWN BY: JL (N) 1 ST FLOOR ROOF PLAN SCALE: 1/S"=1'-0" j .. ,'.. _ �...... _�.....a�`"'�`'�..��' �. -�. �'�f �� y--�. ';fli•�.K:r;P'�i t� N ;!.F 5 j`*`�1 I '<�.,......�.,...�,.�.rac��w.,..a+«.a..... ....-,.............v.....�...�..,..,«.s. �ya,r^m '�a�L..,�, ��'( �cJ F r,i,:i . .s��.,_...,_ ....-... ._...,. ...�.�. ....,....,-�.•.s.�.---�—� �!9 . _... .. . .. . q'�p,c ioi 9'•.��"1'l i:".: P�,i�t�°i��.,..,3� ._ ��....�K....�._..,�a. ,� �s n-. -�-� y.. - `i . 0 G� � 7R' MAX. HFIC;HT (N) 2ND FL. ROOF PLAN SCALE: 1/8"= 1'-0" 1 _ � � � SECTION WHY Constuction DESIGNER Jack Lin CSLB�/964820 6805 Westmoor Way San Jose,CA 95129 TEL: (408) 218-0587 Email: fu333�yahoo.com NI idwe.d�aqm.a�y.m.�c.a qa, indicot�G or r�nvmlM by 1Ais tra�ing med Ey,anE Ne p�oprty d �1'�Y C�IfOCII[11 onE wr�nwtM,�wlwd�a ee�o�a fa u and In nxtion�ith, U�lpKifi�E proj�ct�Nm�M fuc� iMa4 asig�s.ortonqwnnls r Dlma ��all Ds usM Ey or EiulosM to my pwsm,frtn or corporalim 1or ony puryose��atsoewr Wit�oul t�e .nu�v�.�,�.e�o� M�Y CO�TIUCII[l11 NI hformation y[o De+wifi�tl by dl pwsm�,companin mE propct rcpnMm��uat.0�nnr m�. sno��a o�y N* �n�«a �.,�e�<y aoo�m�n�n�a.�ys,tn�e oM�e�,.� De natMbd 1or haWctlme proY to p.oc<sa�a.+in mr coox�u<uon. OWNER: MR. Bao Ding TEL: 408-828-9808 EMAIL: ghifeng�yahoo.com MR. Young Ding TEL: 408-623-5809 W C� . Z W o� W Q ° 0 ' _ H � � � o � W a °' � � Z (' Q z Z m � — o W Q M a O/�>� > ■ �ly U � �� ROOF REF. � SECTION oa�: 05/12/14 �06 No. WHY14-0542 ISSUE&REVISION 07/02/14 LANNING RENE 1 11/17/14 LANNING RENE 12/01/14 LANNING RENE 3 4 5 6 7 8 9 10 11 SHEET N0. A3.3 DRAWN BY: JL 2010 CALGREEN RESIDENTIAL CHECKLIST— MANDATORYITEMS COMMUNITY DEVELOPMENT OEPARTMGNT•BUILDING DIVISION GUPERTiNO �ERT SALVADOR,P.E.,C.6.0.,BUtLDINO OFFICIqI 10300 TQRRE AVENUE�CUPERTtNO,CA 850143255 (408)777-3228�FAX{�OB)777-3333•4ylldina�taoeAlno.ora PURPOSE; ' The 2010 CaiGreen Code applies to a�newly conatructed hoteis,motels,lodging houses,dwellings, dormitories,condominiums,shetters,congregate residenoes,empJoyee housing,factory-built housing and other types of sweilings with sleeping accommodations and new accessory builtlings associated with such usea.Existing sRe and landscaping improvements lhat are not olherwise dislurbed are not subjecf to lhe requirements of CALGreen. Pro�e�t Na�,�: 18930 Barnhart Ave.,Cupertino,CA 95014-3669 ._._ __.. . _.....___ ________-----....-------- Pro�ecrAddress: 18930 Barnhart Ave,,Cupertino,CA 95014-3869 Pro�ec►�escripaon: To bui(d a two stories new house 2,409 S.F. Instructions: 1. The Owner or the Owner's agent shall employ a licensed professionai experienced with the 2070 Calitornia Green Buifding Standards Codes to veriry and essure that all requlred work descrlbed hereln Is properly planned and implemented in Me project. 2. The Ilcensed professional,in coAaboration with the owner and the desi0n prot`essional shall initial Column 2 of this chedslist,sign and date Section 1-Design Verifieation at the end of this checktist end heve the chedclist printed on fhe approved plans for the project. 3. Prfor to final Inspection by the Building Oepartment,the Ilcensed prolesslonal shall complete Column 3 and sign and date Sectlon 2-Implementatlon Veriflcatlon at the end of this chedclist and submit the completed torm to the BulMing Inspector. Pagc 1 of 5 CalGrecn 70IO.dnc re�r.rerf 08�271!1 Pagn A of 5 C�olRrer,n_20/O.Aac rorised 08?7/7! Page 2 of 5 (,'o!f,rr.en_2010.dac revissd OR�77111 CALGREEN SIGNATURE DECLARATIONS Project Name: 18930 Barnhart Ave.,Cupertino,CA 95014-3669 Pro�ect Ewd�ess: 18930 Barnhart Ave.,Cupertino,CA 95014-3669 Project Description: To build a two stories new house 2,409 S.F. SECTION 1—DESIGN VERIFICATION Cernplete all ilnes d Sectlon 1—"Desfgn Verification"and submlt the completed checklist(Columns 1 and 2)with the plarn and building permlt appl�aHon to the Bullding Depertment. Tiae ativner and design prMessionel�espa�slble fa compfiance with CetGreen Staoderds heve revis�i the plans and certtly lhat Ihe ltema checked above are hereby�ncorporated Into the project plans and will be Implemented into the project in accordance with the requiroments set forlh in tha 2010 Ca6(ornia Green BuiWing Standards Code as adopted by the Clty of Cupertino. Owners Signature Owner's Mame(Please Prmt) Deaipn Professional's Signature Design Prolesslonal's Neme(Please PrinQ Signatura of License Profecsional responslble(or CalOreen complfance Name of License Professional rcsponsible for CalGreen compliance(Please Print) EmaH Address far Llcanse Proteaslonal responsWk for CalGraen complianu Date Dafe Date Phone SECTION 2—IMPLEMENTATION VERIFICATION Complete,stgn and submll the compeied checklist.Including cdumn 3,togelher with aIl orig&�al slgnatures on Section 2 to the Bullding Oepartment prior to Buildfng DeparlmeM flnal inspectton. I have inspected the work and have recelved sut(�cient documerNation io verify and certify thai the project idenN(ied above was construcled M accadance wlth Ih(s Green BuiMing Checkllst and In accordar�ce with the requirements of ce the 2010 Celifwnia Green 0uilding Standards Code as adopted by the CNy of Cupertino. i Signat:ue ot Ucense Proteasbne?responaR�le(or CalGreen compllenoe Date Name of License Professionel reapottaible fa CalGreen oompliance(Please Prini) Phone Page S of y CdGrrei�_70f O.Aoc reoixd 08/27/l 1 .� . ! Fireplaces• 4.5Q3.1 tnataN only a direct ve�t sealedrnmlwstion gas cx sealed wood- � � buming flreplace,or a sealed waodstove. PoilntarK Control . 4.504.1 Dud openings and other related air distribution component openings � � shall be covered dunng construdion. 4.'3042.1 A�esives,sejalants and caulks shall be wmpliant with VOC and � � other toxic compound limits. 4.50i.2.2 PaiMs,stains and other coatings shail be compliant with VOC limits. � ❑ 4.504.2.3 Aerosol paiMs and other cuatings shall be compliaM with product � � weiphted MIR Limits for ROC and other toxic compounds. __ _. _____ d.504.2,4 Documentation shall be provided to verity that compliant�lOC I�mit � � finish materials have been used. 4.304.3 Carpe!and carpet systems shall be complfant with VOC limits. � � 4.504.4 F7t1y(50)percenl offloor arez receiving resilieM flooring shall compty wtlh the VOC�mission limits defined in 1he Collabora6ve for High Perfortnance � � Schools(CHPS)Low-emitting Materials List or De certifled under the Resilient Floor Covenng Institute(RCFq F1oorScore program. 4.b04.5 Particleboard,medium density fiberboard(MDF),and hardwood plywood used in interia finish systems shall comply with low fortnaldehyCe � � emission stendards. Interibr'Moisfure:Cor►trol 4.505.2 Vapor retarder and caplUery break is iristalled et slab on grada foundaUons. � ❑ 4.505.3 Moislure content of building materials used in waA and floor framing is � � diedced before endosure. Page 3 af 5 fa!Crren_ZOIO.doe rcvlxed 0&7T,�11 /z"�-`�`f''�� ..,. ..�.. , � ��,.,.,- ��:.. -�f,..,s_..,.-�:.,,.�.�.�:u .,._i x . ..,.. . A �r� 1 �`1 's'��' , ,j� �":"{,* . ..�._.. %..��l�,. .,,,.,...,... w.� , . ,. <,.,.,,. .....,._._. "a� -�. -.-.,,...,--<. °�s"�,�`R,Ya:��: �w�t,;;�._ . . _ ,=;::,�':i;,;�;,.,,. -.,. .. �.,s� ...,...a..�. WHY Constuction DESIGNER Jock Lin CSLB�964820 6805 Westmoor Way Son Jose,CA 95129 TEL: (408) 218-0587 Email: fu333�yahoo.com AN'rJeaa,denign�,mangemente h plana indlcvlW or rq�untW by Uh Aro.ing a�ned by, d N�propMy of i 9 Y MRQCIKtI a�e.Y .rome.�.w.ee a�e a�.aw�a �«�M �a h��«t�«�.��,. Ne�aifwE projttt.Nme of euch idem.dnip�a,vranqaments ar plana .nai n��xe er a e��o�d io�Y Dman.firm tt coryaatim Ior any -iwwe.note«K..rtnwt me �ne�v.��..��oi N9YCU�fOCIfIEi Aq hformet'ion i�to De vttifie0 by tll per.n,..canono�e.ene u.ok�t .ee.<x�euinee mac.n u�,r meM. SToWd any arw,cmflkl or mlmcy oppeor In!h<trawhqa,thie otfice muat be nolifieE tw Fatructcns prdr to prxeedinq�itA my conal�uctlm. OWNER: MR. Bao Ding TEL: 408-828-9808 EMAIL: ghffeng�yahoo.com MR. Young Ding TEL: 408-623-5809 W C� . Z W � W a M � , � r" � � 0 � W a � = a � Z c.i � Q Z Z 00 � — o W Q M p, O> > ■ � � � � � CALGREEN CHECKLIST DArE: 05/12/14 �oe No. WHY14-0542 ISSUE &REVISION 07/02/14 LANNING REV1E Q1 11/17/14 LANNING REVIE 2 3 4 s 6 7 8 9 10 11 SHEET N0. CALG o DRAWN BY: JL � L� LE� AC ASPHALT CONCRETE BC BUIIDING CORNER BW BACK OF WALK CB GTCH BASIN CMP CORRUGATED MEfAL PIPE CO CLEAN OUf CRN CROYIN DW DRNEWAY �� N.87'39,5�3°W. ��51.00' �� ;�� —- - -- -- -- -- - EP EDGE OF PAVEM - - -- -- -- -- -- -- -- - -—�————————————————�-- � 5�P.U.E�'O EE(S) F�' FCOR fENCE CORNER� ————— — 12'PALA1 — — ——1- —————————————————�——————————————— FD FOUND ——————————— — — — �b�yp � � FF FlNISHED FLOOR i I c � I ' o +�'A�',� a +G96�, +, I � fL FLOW L1NE FH FlRE HYDRNlT I I �, N I G I FW FRONT OF WNJC G GROUND G� GC GARAGE CORNER � � ,9ra. ap � � GF GARAGE FACE/FRONT $ � GFC GROUND AT FENCE I � A' S.1 Go,6p 27.2 � I ' GM CJaS MEfER I I �r I HCR WWDICAP RAMP o LOT 57 � �� o AREA = 5,355tSQ FT. o � �P ��P�� i i ^ i � i �c LJP OF GUTTER G I 0/H OVERHEAD I I PC PROPERTY CORNER ez o Rw R�raNiNC wnLL � � o s �0 2o s� srR�r ucHr 12'fREE(S) � I SSCO SANRARY SEWER CLFiWOUT � � � CP��I I SDIAH STOR DRAIN�AUWHOLE� I I 18930 BARNHARD AVENU �� TBC TOP 9ACK ROLLm CURB .96 � TC TOP OF CURB IXISTIN6 HOUSE �6°' � � TOB TOP OF B�WK � I 1 G FF=197.02 TOE TOE OF BANK I � 8'TREEA � I TP TOP OF PAVEMENT I I I TRC TOP OF ROLLED CURB PN TOP OF WAI.L U/G UNDERGROUND � � 5 Z � w P �Flm�Y PIPE I I I 0°ti F o I WA1 WATER MEiER BOX �°6 �°� I -C1V- CABLE TELEVISION UNE I I SNRUBg�A � -E- ELECTFtIGL LNIE �°�0 -G- GIIS LINE I I �o +�Q96�� 9.2 i -D- SfORM DRNN UNE NE � I A 9�0� 6 -T- TELEPHONE UNE I I 9'T REE, }V 9 61 �E ti�r -W- WATER uNE ` +�9 SHRUB 3 3 enss OF e�iw�cs I I o c p � THE BEARING,N8T39'S3�N,OF THE CENTER � � L1NE OF BARNHARD AVENUE,AS SHOWN ON � �' �N TIiAT CERTAIN MAP FlLED IN THE OFFlCE OF I I N tO o°`9 N iHE RECORDER OF SANfA CLARA COUNIY, N Y 28�PALM O6`� ,96� � 'r N SfAiE OF GLJFORNfA,IN BOOK 42 OF A�WS �A g g AT PAGE 27,WAS USED AS THE BASIS OF � � i 9�P^� �� BEARINGS SHOWN ON THIS AUP. t � � � I I I +�Q � I ��,A„� 0 � � � I 24'fREE 1 G9y�� , � � TBM QEV=195.00 QISSUMED) I � I—— — —— I_ O19y0 1 _ __ __ __ 1_ __ __ __ _ __ __ �__ _ _ _ __ _ __ __ __ __ __ __ ___ + 30'fREE �N�� N.87'39'53"W. 51.00' � UNDERGROUND UfIUiIES. SHOWN PER a e�a`� MAYFBE DIFFERO�fT TWW RAS�SHOWN. �`�`9`' �°j .�-a$`' BffORE D(CAVATION.CALL UNDERGROUND ti............--r 1� s�mcE u�(usn)�-eao-s�2-2�. � 9M k '�A' �4 � I..f�t�IMF LOT 57,TRACE N0.1088,MAP Rff:BOOK B�� M9�oo � �O' �� 42 PAGE 24 TO 29 E1=195.00 ��' 1.MEhSUREMENf OF BUILDING LINE IS TO ---- -- /----- ----- ---- -------- ---------------------------- ------------- THEFACEOFSNCCOORSIDING �� NOT IPROVIDED,ONSfTE EASEMENT W�IS NOT EVALUATED. MON 3.iHIS IS NOT A TOPO SURVEY. 1}IE / WRPOSE IS TO DffINE THE BUILDING / FOOTPRINT RElATIVE TO THE PROPER7Y LINE. / �� .r ,.I.e.�._.._-as+a«..w.-..c.,c� ,�t.�/'�" �� .: , , /.� . - � , , �� _ , , � ' . ..�.�...... ,��..,�:-�_.. ��' ._ .. . ,. . . / sa � ` ��4�¢5 n' t: "s -� '�� . .. . - � �' t�k�� F� . , ��• i / ti, t� '`"j .. _ .,.A. , _..,.z .,...,.�,�s_. �� • � ��r ��. ..,.........+l+:-.,... ..'E:M1 D } R�� rT' t .. ��Iy�)) '`ti��7 �r�' , __ . .._,. ,_._.. ��I�� `��4.4.. •_. ._... ... . .. .. . .s " O :d: . �� w�a...�•r...,a�.r � ��,-�� `�,�.,J;`;,��^�.. � DING RESIDENCE 18930 BARNHARD AVENUE CUPERTINO,CA APN:375-33-007 W E C i A s E O C 1 A T E S �2625 M�DLEFIEI.D RD#658 PAIA ALTO, CA 94306 �TEL: (650)823-6466 FAX: (650)887-1294 IICENSB STAI�S AND SIGNATURE �� Cs ;_,�f� U�'L�,4tA ip� ��.� � z * �.,� �..ox�s ��r r'�`rn.,�a.iL� e�`� -�. ISSUED DA�� Oct 3,2014 SCALE: 1"=10' DRAWN: � 10018 SHEEf TITLE: SITE SURVEY SHEET N0. C.� Qe v+ec � �, i ' f f � � �- 0 � � � � � C Q � W � p� z � � Q : Z � o — o � Q M 0 O� . 00 � � � � 3D ��n�n�r►�rn� ,