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ASA-2015-06b OFFICE OF COMMUNITY DEVELOPMENT � ,. CITY HALL 10300 TORRE AVENUE• CUPERTINO, CA 95014-3255 C U P E RT 1 N O (408)777-3308• FAX(408) 777-3333• planninq(a�cupertino.org June 15, 2015 Anthem Green Developers Attn: Deepak Chandani 13605 Surrey Ln. Saratoga, Ca. 95070 SUBJECT: ADMINISTRATIVE HEARING MEETING ACTION LETTER—ASA-2015-06 This letter confirms the decision of the Administrative Hearing Officer, given at the meeting of June 11, 2015; approving an Architectural and Site application to allow the construction of a new 3,017 square foot, two-story, single family residence located in a Planned Development Zone, located at 21891 Granada Avenue, according to Resolution No. 46. Please be aware that if this permit is not used within one year, it shall expire on June 11, 2016. Also, please note that an appeal of this decision can be made within 14 calendar days from the date of the mailing of the notification this decision. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Commission. Sincerely, r ,�� Ellen Yau Assistant Planner City of Cupertino Enclosures: Resolution No. 46 cc:Sharad Sinha or Darpan Thawani,21891 Granada Ave,Cupertino Ca 95014 ASA-2015-06 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 46 OF THE ADMINISTRATIVE HEARING MEETING OF THE CITY OF CUPERTINO FOR AN ARCHITECTURAL AND SITE APPROVAL TO ALLOW THE CONSTRUCTION OF A NEW 3,017 SQUARE FOOT, TWO-STORY SINGLE-FAMILY RESIDENCE IN A PLANNED DEVELOPMENT ZONE SECTION I: PROJECT DESCRIPTION Applicant: Deepak Chandani Property Owner: Sharad Sinha and Darpan Thawani Location: 21891 Granada Avenue(APN 357-16-156) SECTION II: FINDINGS WHEREAS, the Administrative Hearing Officer of the City of Cupertino received an application to allow an Architectural and Site Approval to allow the construction of a new 3,017 square foot, two-story single-family residence in a planned development zone; WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Administrative Hearing Officer has held at least one public meeting in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Administrative Hearing Officer finds: 1. T'he proposal, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; The applicant is proposing a new two story single family residence on property that has an existing single family home and is also proposing setbacks, parking totals, and building height consistent with the surrounding properties and uses. The project is not detrimental to the public health, safety, general welfare or convenience. 2. The proposal is consistent with the purposes of Chapter 19.168, Architectural and Site Review, of the Cupertino Municipal Code, the General Plan, any specific plan, zoning ordinances, applicable planned development permit, conditional use permits, variances, subdivision maps or other entitlements to use which regulate the subject property including,but not limited to, adherence to the following specific criteria: Resolution No.46 ASA-2015-06 June 11,2015 Page 2 a) Abrupt changes in building scale should be avoided. A gradual transition related to height and bulk should be achieved between new and existing buildings; The proposed structure will replace an existing single story home therefore there will be an increase in the height of the new building. However, most of the properties surrounding the subject site have existing two story homes. Therefore, the new proposal will not cause any abrupt changes in building scale with the neighboring properties. The proposed home itself is aesthetically designed and avoids abrupt changes in scale. Therefore, the proposed residence matches the scale of the existing neighborhood pattern. b) In order to preserve design harmony between new and existing buildings and in order to preserve and enhance property values, the materials, textures and colors of new buildings should harmonize with adjacent development by being consistent or compatible with design and color schemes, and, with the future character of the neighborhood and purposes of the zone in which they are situated. The location, height and materials of walls, fencing, hedges and screen planting should harmonize with adjacent development. Unsightly storage areas, utility installations and unsightly elements of parking lots should be concealed. The planting of ground cover or various types of pavements should be used to prevent dust and erosion, and the unnecessary destruction of existing healthy trees should be avoided. Lighting for development should be adequate to meet safety requirements as specified by the engineering and building departments, and provide shielding to prevent spill-over light to adjoining property owners; The proposed architectural design, materials choice, and other exterior treatments are compatible with the character and future character of the neighborhood. Location of fencing and landscaping are situated within required setbacks, beyond visibility clearances and are harmonious with the residential use. The proposal has been designed to meet the R1 Single Family Residence Ordinance and does not propose to locate unsightly storage, utility units, and or parking lots visible to the public right-of-way. The proposed lighting is limited to residential use and will minimize spill-over light uncommon in residential neighborhoods. c) The number, location, color, size, height, lighting and landscaping of outdoor advertising signs and structures shall minimize traffic hazards and shall positively affect the general appearance of the neighborhood and harmonize with adjacent development; and No signage or outdoor advertising is proposed by the project. d) With respect to new projects within existing residential neighborhoods, new development should be designed to protect residents from noise, traffic, light and visually intrusive effects by use of buffering, setbacks, landscaping, walls and other appropriate design measures. The project is located within an existing residential neighborhood and the proposed home has been designed to respect the privacy of the neighbors. The proposal meets the requirements stipulated in the R1 Single Family Residence Ordinance in order to provide the same level of privacy for the neighbors Resolution No.46 ASA-2015-06 June 11,2015 Page 3 as in Single Family Zoning Districts by having sill heights of windows on the second floor either above 5 feet or having fixed obscure windows or planting privacy trees to provide screening to the neighbors. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in Section III, IV and V of this Resolution beginning on Page 3 thereof, the Application No. ASA-2015-06 is hereby approved; and that the sub-conclusions upon which the findings and conditions specified in this Resolution are based and contained in the public hearing record concerning Application ASA-2015-06 as set forth in the Minutes of the Administrative Hearing Meeting of June 11, 2015, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPARTMENT 1. APPROVED EXHIBITS Approval is based on the plan set entitled, "Proposed Single Family House for Anthem Green Developers, Inc.", consisting of twelve (12) sheets labeled 1-10, and L1-L2, dated May 27, 2015, except as may be amended by conditions in this resolution. 2. ACCURACY OF PROJECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 3. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 4. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments 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 modification approval with neighborhood input. 5. PRIVACY PROTECTION The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to issuance of building permits. The variety, size, planting distance shall be consistent with the City's requirements. Resolution No.46 ASA-2015-06 June 11,2015 Page 4 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 requirements of 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. T'he 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. INDEMNIFICATION Except as otherwise prohibited by law, the applicant shall indemnify and hold harmless the City, its City Council, and its officers, employees and agents (collectively, the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against one or more of the indemnified parties or one or more of the indemnified parties and the applicant to attack, set aside, or void this Resolution or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attomeys' fees and costs incurred in defense of the litigation. The applicant shall pay such attorneys' fees and costs within 30 days following receipt of invoices from City. Such attorneys' fees and costs shall include amounts paid to counsel not otherwise employed as City staff and shall include City Attomey time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. 9. 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. Resolution No.46 ASA-2015-06 June 11,2015 Page 5 SECTION IV: CONDITIONS ADMINSTERED BY THE PUBLIC WORKS DEPARTMENT 10. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 11. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 12. UNDERGROUND UTILITIES Developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. Developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 13. WATER BACKFLOW PREVENTERS Domestic and Fire Water Backflow preventers and similar above ground equipment shall be placed away from the public right of way and site driveways to a location approved by the Cupertino Planning Department, Santa Clara County Fire Department and the water company. 14. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 15. EROSION CONTROL PLAN Developer shall provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 16. WORK SCHEDULE Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project. 17. STREET TREES Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer and shall be of a type approved by the City in accordance with Ordinance No. 125. Resolution No.46 ASA-2015-06 June 11,2015 Page 6 18. DEDICATION OF UNDERGROUND WATER RIGHTS Developer shall "quit claim" to the City all rights to pump, take or otherwise extract water from the underground basin or any underground strata in the Santa Clara Valley. 19. SAN JOSE WATER COMPANY CLEARANCE Provide San Jose Water Company approval for water connection, service capability and location and layout of water lines and backflow preventers before issuance of a building permit approval. 20. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. SECTION V: CONDITIONS ADMINSTERED BY THE FIRE DEPARTMENT 21. REVIEW Review of this Developmental proposal is limited to acceptability of site access and water supply as they pertain to fire department operations, and shall not be construed as a substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work the applicant shall make application to, and receive from, the Building Department all applicable construction permits. 22. FIRE SPRINKLERS REQUIRED An automatic residential fire sprinkler system shall be installed in one- and two-family dwellings as follows: in all new one- and two-family dwellings and in existing one- and two-family dwellings when additions are made that increase the building area to more than 3,600 square feet. The owner(s), occupant(s) and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. A State of California licensed (G16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. 23. WATER SUPPLY REQUIREMENTS Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). Resolution No.46 ASA-2015-06 June 11,2015 Page 7 24. CONSTRUCTION SITE FIRE SAFETY All construction sites must comply with applicable provisions of the CFC Chapter 33 and Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan submittals, as appropriate to the project. 25. ADDRESS IDENTIFICATION New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (101.6 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). PASSED AND ADOPTED this 11th day of June, 2015 at a noticed Public Meeting of the Administrative Hearing Officer of the City of Cupertino, State of Califomia, held by the Director of Community Development, ar his or her designee, pursuant to Cupertino Municipal Code Section 19.12.120. ATTEST: APPROVED: /s/Ellen Yau /s/Gar�Chao Ellen Yau Gary Chao Assistant Planner Asst. Director of Community Development ■ ■ GENERAL NOTES: ro ose '� e a m� O�� 1. A�L WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH INCLUDES THE DRAWINGS, ALL ADDENDUMS AND/ OR MODIFICATIONS ISSUED BY THE ENGINEER OR OWNER. 2. THE GENERAL CONTR,4CTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSION AND FIELD � CONDffIONS AND SHALL CONFIRM THAT WORK 15 BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ��.7 '^� ETC., SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR CLARIFICATION PRIOR TO THE O� ��.r'.-/ � PERFORMANCE OF ANY WORK IN QUESTION. �� r'15 3. PRE-CONSTRUCTION MEETING: PRIOR TO START OF ANY WORK, THE CONTRACTOR SNALL MEET AT THE �� v PROJECT SfTE WfTH THE OWNER AND ENGINEER IN ORDER TO REVIEW THE SCOPE OF WORK. n e m ree n �./V� O �� ■ 4. COORDINATION OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL TRADES AND ALL , WORK INCLUDING, BUT NOT LIMITED T0: ARCHffECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATtON. �1891 G ra nada Aven ue ��• 5. COMMENCEMENT OF WORK SHALL BE DEEMED AS THE G.C.'S ACKNOWLEDGEMENT OF ALL WORK NEEDED TO COMPLEfE PROJECT IN CONFORMANCE WffH CONTRACT. IT IS THE RESPONSIBILIlY OF THE G.C. TO COORDINATE ORDERS, SUBMITTALS AND IMPLEMENTATION OF LONG LEAD TIME ITEMS. SUBSTITUTIONS C u pe rti n o, Ca I if o r n i a WILL NOT BE CONSIDERED RESULTING FROM THE G.C.'S UNTIMELY ORDERING OF PRODUCTS AND OR MATERIALS. 6. PERMITS: THE CONTRACTOR SHALL APPLY FOR, AND OBTAIN ALL NECESSARY CONSTRUCTION PERMffS ApN No.. 357-1 V-156 REQUIRED BY ALL APPLICABLE REGULATORY AGENCIES GOVERNING THIS WORK. THE G.C. SHALL ARRANGE FOR INSPECTIONS NECESSARY TO OBTAIN A CERTIFICATE OF OCCUPANCY. 7. BUILDING OWNER REGULATIONS: (A) THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING OWNER DRAWING INDEX: VICINITY MAP: SITE PLAN REGARDING SITE ACCESS, DELIVERIES, HANDLING OF MATERIALS, DEBRIS ETC. scn�E: i"=to'-o" (B) SCHEDULE CONSTRUCTION ACTIVITIES TO AVOID INTERFERENCE WITH NORMAL BUILDING OPERATION & OTHER RESIDENTS IN THE AREA. 1 COVER SHEET; VICINITY MAP �• (C) REYIEW PROPOSED WORK SCHEDULE WITH OWNER BEFORE STARTING WORK. 2 SffE TOPO & DEMOLITION PLAN �ti 8. WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. 3 SffE GRADING AND DRAINAGE PLAN � ` 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTfTION LOCATIONS, DIMENSIONS AND 4 PROPOSED FIRST FLOOR PLAN ;` lYPES. DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON CONSTRUCTION PLAN. IN CASE OF 5 PROPOSED SECOND FLOOR PLAN � CONFLICT, NOTIFY ENGINEER FOR WRffTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. 6 ELEVATIONS AND DEfAILS i 10. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY. WHAT IS SHOWN OR REFERRED T0, AT A GIVEN 7 ELEVATIONS AND DETAILS '•. N89�49�16��E ' 71.37' LOCATION, SHALL 8E PROVIDED AS THOUGH SHOWN ON ALL (U.O.N.). 8 ROOF PLAN z 11. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, TO CENTERLINES OF COLUMNS AND 9 FLOOR AREA CALCULATION PLAN J OTHER GRID POINTS & TO CENTERLINES OF DOORS AND OTHER SCHEDULED OPENINGS UNLESS 10 SECTION ELEVATIONS s�NS cr�c e�w. ci� a OTHERWISE NOTED. ALL DIMENSIONS ARE TO BE EXACT WffHIN �" FULL WIDTH OF WALLS. CONTRACTOR ,-` '`�� SHALL NOT ADJUST ANY DIMENSIONS MARKED "CLEAR" OR "CLR". L1 TENTATNE LANDSCAPING PLAN ;� N 12. THE G.C. IS RESPONSIBLE FOR ALL CONCRETE FLOORS TO BE LEVEL AND fREE FROM SCALING. G.C. � �NDSCAPING AREA DIAGRAM � � w s� TO REPORT ANY VARIATIONS IN FLOOR LEVEL GREATER THAN �" IN 1'-0" (NON-CUMULATIVE) TO ENGINEER. ��. 13. OFFSET STUDS WHERE REQUIRED TO ALIGN FINISH MATERIALS. 20' SETHACK LINE 14. "TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS � �- r---------------------------- THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYP" ONLY ONCE, ` �" WHEN THEY FIRST OCCUR. � � � o � , 2 :SECOND STORY --------�----------------- --- Z --- 15. "ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. m �' �° S�TBACK LWE SECOND FLOOR LINE J , ;.....� " � Y 16. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR ITEM NOTED. VERIFY DIMENSIONS AND "�A05" � ; : T Y P ; U ORIENTATION ON PLAN AND ELEVATION AND OR DETAIL. , PRC+POSED BUILDING a 17. COORDINATE ACCESS PANEL, CLEAN OUT, AND THE LIKE LOCATIONS (FOR CONCEALED ITEMS) WITH � i FF=102.05 � APPROPRIATE CONTRACTOR. , ° < `"" i PAD=99.85 �' � 18. SUBSTITUTIONS, REVISIONS, OR CHANGES MUST BE SUBMITTED TO ENGINEER FOR REVIEW (IN FF=� t. 8 0 CONFORMANCE WITH SPECIFIED PROCEDURES) PRIOR TO PURCHASE, FABRICATIONS OR INSTALLATION. � ` ° 19. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE --�"�` � :----.�-�-��-��--�-�-�� Z SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE r� Z ° ORDERLY SEQUENCE OF INSTALLATION. PROJECT DATA: N J `� � 20. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, � ;� o0 0 ERECTED, CLEANED AND CONDffIONED PER MFR.'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN a ' � 0D� SETBACKS� � ° ,rv PROJECT NAME: SFR For ANTHEM GREEN DEVELOPERS O., � THE MANUFACTURER'S INSTRUCTIONS AND CONTRACT DOCUMENTS, THE GC. SHALL NOTIFY THE ° �ati.. W � ` cARAC ; CO F._ cn ; : �F=101 47 � W� OWNER NAME: DEEPAK CHANDANI ,Q, � ENGINEER BEFORE PROCEEDING. i 3oss suRR�' �nNE FIRST STORY: Q � � AD=1 0.47 ; _ . N _�_,..................'. ' 21. RECORD DRAWINGS: DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATION OF ITEMS AND/ OR SARATOGA, CAUFORNIA REOUIRED PROPOSED N �iy. � •--------- � '. rri PHONE: 408-391-9267 FRONT S YARD SETBACK 20 FEET 20 FEET � � �c'• � T' DEVIATIONS FROM THE DRAWINGS SHALL BE INDICATED IN THE RECORD DRAWINGS KEPT AT THE � � Q p •... : �r CONSTRUCTION SffE AND SUBMIT TO 0 O P ON ORK. e-Mail: deepakanthem�gmail.com RIGHT(E) SIDE SETBACK 5 FEET 5 FEET Z p ''�• 25'SECCN.R:_S7f).R.Y...SF..T.FlA.CK LINE-....,-..- ; : ; : : ;� PROJECT DESCRIPTION: DEMOLISH EXISTING HOUSE ANO CONSTRUCT �� yy SIDE SETBACK 12 FEET 17 FEET � Z F`'•, , NEW SINGLE FAMILY HOME WITH ATfACHED .E_E._l..'•_..�...E...3._:_.:..E..i . TWO CAR GARAGE. CONSTRUCT NEW DRIVEWAY REAR (N) YARD SEfBACK 20 FEET 20 FEET ..:..€..�...__.:...E...I_..:...:..l..`•. FIRE & SAFETY NOTES AND CLOSE EXISTING DRIVEWAY TO BE ?', � �-- ' �-�� =- � REPLACED WITH NEW SIDEWAU( AS SHOWN SECOND STORY: ;:,•:.. �. : _E---3--.:...�_E._�___�_�: REQUIRED PROPOSED '• : � 1. THE APPUCANT SHALL MEEf ALL REQUIREMENTS IN THE 2013 CALIFORNIA FIRE CODE AND LOCA ON PLANS. O� � ' ' �-.�..-�.-.%:--�-� y , ' � /;:;:. `::;,.;;;,�: '•- •-�.--;-.:...:- PROJECT LOCATION: 21891 GRANADA AVE. FRONT (S)YARD SETBACK 25 FEET 25 FEEf ��`•�.;. .;;,;,.,.'' �-� `;..:._E...I_..:..:..f..:_.:...4...I...E ORDINANCE AS APPUCABLE. CuPER71NO, Cn RIGHT(E) SIDE SEfBACK 15 FEET 20.5 FEET �'-'�'• '�''� I :_`�..��.^L_L:_.E._E...3...: 2. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN PROPOSED RESIDENCE. THE OWNER, APN NO.: 357-16-156 LEF7 W SIDE SEfBACK 12 FEEf 23 FEEr :� �` :. :..l..i._�...E...L..__:_�i_.� TYPE OF CONSTRUCTION:V6 °--�--�-`--`--.E.-.�...:...:._�--�--'- CONTRACTOR OR SUB-CONTRACTORS ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR REAR N YARD SETBACK 25 FEET 28.5 FEET ''�• : € 1 ` ; ; 3 ::: �:� : OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER NING: P (Res a.4-�z) SERVICE IS REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL 0 NCY: R & U3 : , ``•• �-E-�._�.E_t__i_.i__€..i_; GROSS : 6714 SQ. FT. .................... +b .:- '''.. E..�...I...: �-{ � ' ' 4-�-� SUBMff PIANS, CALCULATIONS, A COMPLETED PERMff APPLICATIONS AND APPROPRIATE FEES TO FIRE ' '`*��'� `� � E � ` �•;t-��--�-�-�---#---�-�� SPRINKLERS � oR . - N89'49'1�"E 60.18': � � '��: ; ; : DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY WORK OF FIRE SPRINKLER SYSTEM. �oRiES : Two L CRC SECTION 313.2 AS ADOPTED AND AMENDED 8Y CUPMC. F�ooR AREn/ LOT COVERAGE CALCULATIONS: O v ° 3. POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION Ex I PROPOSED ' WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTOR AND FIRST FLOOR (w/cnwacE) 2334 SF 2oss sF " SUB-CONTRACTOR TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE, AND TO COMPLY WITH THE SECOND FLOOR o sF 92t sF - 4 REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN TOTAL FLOOR AREA 2334 sF 3017 SF OF ANY WATER BASED FIRE PROTECTION SYSTEM, AND/ OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS F.A.R. 34.767 44.93� OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE 2nd FLOOR/ tst FLOOR RATIO 43.94% C�AANADA AVEN� CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. 1. HOUSE FOOTPRINT 2334 SF 2oss sF FINAL APPROVAL OF THE SYSTEM UNDER CONSIDERATION WILL NOT 8E GRANTED BY FIRE DEPARTMENT Z• COVERED PORCH 15 SF 53 SF UNTIL COMPLIANCE WITH THE REQUIREMENTS �F THE WATER PURVEYOR OF RECORD ARE DOCUMENTED 3. LOT COVERAGE 2349 sF 2tas sF BY THAT PURVEYOR AS HAVING BEEN MEf BY THE APPLICANT. 2013 CFC SECTION 903.3.5 AND HEALTH 4. EAVE FOOTPRINT(INCLU�ING AND SAfETY CODE 13114.7. eui�oiNC FOOTPRINT z465 SF APPROVAL STAMPS 4. SINGLE STATION SMOKE ALARMS SHALL BE PROVIDED WITHIN AN INDIViDUAL SLEEPING UNff. APPROVED PERCENTAGE COVERAGE fTEM 3 34.99� 32.00�6 ,_,,r,.,,��, ��dl��„_/'1 SMOKE DEfECTORS SHALL BE INSTALLED PER THE REQUIREMENTS OF CBC SCTION 907.2.10. DEfECTORS PERCENTAGE COVERAGE �ITEM a� 36.71R �.� �;'' �f d,;.•�e� V (J SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY. 7oTA� v�NDSCnPiNG nREn = 24 2 SF �.. .�;,, y ...,-�r ...lrtjw.W1�� Ii 5. A SPARK ARRESTOR IS REQUIRED FOR ALL CHIMNEYS. � /`�� 6. FIRE SAFEfY DUR►NG CONSTRUCTION: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABL APPLICABLE CODES: � PROVISIONS OF THE CFC CHAPTER 33 AND FIRE DEPARTMENT STANDARD DETAIL AND SPEC�FICATION `- � �� SI-7. PROVIDE APPROPRIATE NOTATIONS ON THE SUBMITTED PLANS, AS APPLICABLE TO THIS PROJECL � 2013 CALIFORNIA BUILDING CoDE a y�T ` �° �'� CFC CHAPTER 33. 2. 2013 CALIFORNIA RESIDENTIAL CODE �/,/ 7. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR 3 z013 CALIFORNIA MECHANICAL CODE ��V V APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM � � _.,K_�....�..w-�.�..... THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR 4. 2013 CALIFORNIA PLUMBING CODE " �' BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABEftCAL LEfTERS. NUMBERS 5. 2013 CALIFORNIA ELECTRIC CODE °' SHALL BE MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. WHERE ACCESS IS 6. 2013 CALIFORNIA FIRE CODE BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A �' 2010 ENERGY EFFICIENCY STANDARDS MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CFC 8. ALL OTHER APPLICABLE STATE AND LOCAL CODES AND SECTION `JO`J.1. ORDINANCES. � . r � � � � 0 a t T o� M � �p N �(� � U � L �Y N � @ � C ln L LLJ - m � 0 E N m > y �� U � � L Q � O O > °' '`-° 2 � � E � o �,� � o � �' U � �` N c=n �, � o O v m � � � � � � � � Q UNAUTHORIZED CHANGES: IT IS THE CUENT�S RESPONSIBIIfTY PRIOR TO OR DURING CONSTRUCi10 TO NOTIFY THE DESIGNER IN WRfTIN OF ANY ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A CONTRACTOR THOROUGHLY KNOWLE�GEABLE WfTH THE BUILDING CODES AND METHODS OF CONSTRU- CTION SHOULD REASONABIY BE AWARE OF.WRIITEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SHALL BE RECENED FROM THE DESIGNER PRIOR TO THE CUENT OR CUENT'S SUB-CONTR4CTOR5 PROCEEDING WfiH THE WORK.iHE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN THE CONSTRUCTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN INSTRUMEPIT OF PROFESSIONAL SERVICE IS THE PROPERiY OF ARJC INVESTIAENTS,AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WfTHOUT THE WRITTEN AUTHORIZATION OF ARJC INVESTMENTS. �etEBS� f•'- ��T q�� w � s � �O No.52138 * Exp.12/31/16 * ��' civ�� .T�' 'r�oR c�vf°P ra. �vsa� aic � rva+�o rc caaoin az-�zo,s �iaa-�c r�N+�o rc cow�vrrs o�n-xo,s s �mMS_�c GOtl FlE JOB ND. omwim �.c. nevaa+ o�r,er �c. a� ,,,.,Q,.m,. aca�er�c. scN.e ,�y�qwn s�¢r�o. 1 oF sr�s PROJECT INFORMATION APPLICANT: GEORGE ADZICH 21850 GRANADA AVE., UNIT A CALIFORNIA 95014 SOURCE OF CONTOUR: TOPOGRAPHIC FIELD SURVEY BY NELSEN ENGINEERING MARIUS E. NELSEN, R.C.E. 20597 21801 STEVENS CREEK BOULEVARD CUPERTINO, CALIFORNIA, 95014 TEL. (408) 257-6452 FAX: (408) 257-6821 PROPERTY ADDRESS AND APN: 21891 GRANADA AVE CUPERTINO, CALIFORNIA APN: 357-16-019 UTILITIES: ELECTRIC AND GAS, P.G. & E. WATER, SAN JOSE WATER COMPANY TELEPHONE, SBC SEWER, CUPERTINO SANITARY DISTRICT LAND USE: SINGLE FAMILY RESIDENTIAL „-..�-a,-..a;.�^!t a aq, L[ � �{//� �„ ..i .w�-'.r'r"'i� IAn��.,.�.^ ��f.�Y .�.+.�.�� .�..�..� p-.t.'("'� ''Ji .�.... .iV� �° `°'F � i..`''e'�./�i `+ ,,., .,' -:i b,.� �;,.:�.d i v br � TRACT N0. 6717 g GRAPHIC SCALE N 20 0 10 20 40 J � � ( IN FEET ) 1 inch = 10 ft. '-�-E--------------------------------�x cv O � N � � G U��OAK � � 1 i � � ( � e 99.25 SSMH RIM=99.99 INV.=95.02 /� Y0.B7 1`.�9Y.9G �/ CONTROL PT. #2�-� 3� BRASS DISK EXISTING- W/HOLE PUNCH� DRIVEWAY I I � , , I � � � � � � � 25' 2 � � � I 0 w� ,� � � . �� N� � �� O z O� � � (�. .14 ' � � � � I.ie I DRAINAGE INLET � EL=99.16 INV.=94.66 1 � � �� r ii � � 'N.^'� ni o //� �/I 0 �OT � op2SAREA i �� O � O �100.4Y O 1 O I 0 o,� i� 9498.66 ;�' N 89'49'16 �--______.----'--%�.3%'� _ �yp�y Y 9Y.61 / � �Z �O N � �I,O � �N �� d 99.62 1� ' � �� \ O. �'�,•�a.� O�- � �� Q�.� � (w CONTROL PT. #5 SPIKE ; � � � � EXISTING TWO {io+.s� STORY HOUSE � � � ,, x�.,o � � ' . �� -��--.,00.ei�--� � � � , I I , I � � � � � � � � � IO p�0 pi0 �� I°'- �rn � � r�oo.ea Y I � .�oo.z� � r-P�OPERTY LINE EXISTING ASPHALT DRIVEWA .�oaiz ,�oo.� WATER METER �� _ N89'4916 E ,�,�.8, 60.18� EXISTING CONCRETE ,�°o �SIDEWALK °��°° ->�y�— � .�oo.0 .iao.n -� 5'WIDE SIDEWALK � ^�� .ioo,ze A��.+s ' ' I .iaaos .ioo.2a <iaa�e ■v i .ioa�o pQoo.0 m 1.8� WIDE GUTTER �� I ,ioau .iao.n .�ao.w /� � \J Z4 I SDMH � C�ONTROL PT. #3 G�ANAbA AV�N U� RIM=10a 24 3"BRASS DISK W/HOLE PUNCH INV.=94.56 �� 16"W 215.43' ' ' ---------------------------------------------------------------1---�------------------------------------------------------------ �� SSMH RIM=100.35 .� INV.=92.8 _ 6--�r -��_. ._ �M.� .._. �,v,�.:.._,�,� __.x... ..,_ - ...�.,.�,.,o .. ,., _..,...,..,v......,.,...,.,_..-;, _. . :� CONTROL PT. #1 SPIKE 100.J6 STREET LJGHT � S I T E T 0 P 0 G R A P H Y & D E M 0 L I T I 0 N P L A N sc��: ,•=,o'-o" EXISTING SINGLE STORY HOUSE 5' WIDE SIDEN E $ °o L�p N y" �� Y N � � � � �= ui — � �� Nmo � � �� V � � L.. � Q � 0 � Qi cv � � C � 2 Q J � T�p � � V Q�j � � � co � � � � � � � Q � M � O � � � � � Q UNAUTHORIZED CHANGES: fT IS THE CUENT�S RESPONSIBIUiY PRIOR TO OR DURING CONSTRUCTIO TO NOTIFY THE DESIGNER IN WRfTI OF ANY ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A CONTIiACTOR THOROUGHLY KNOWLEDGEABLE WfiH THE BUILDING CODES AND METHODS OF CONS�RU- CTION SHOULD REASONABLY BE AWARE OF.WRf1TEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SHAIL BE RECENED FROM THE DESIGNER PRIOR TO THE CLIENT OR CUENT'S SUB-CONTRACTORS PROCEEDING WfTH THE WORK.iHE CLIEM WILL BE RESPONS�LE FOR ANY DEFECTS IN TNE CONSTRUCTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,!S AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERIY OF ARJC INVESTMENiS.AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WffHOUT THE WRf1TEN AUTHORIZATION OF ARJC INVESTIAENTS. �. � �� , �� -�-�,s �-� q Rµ�� 04-17-2016 WIOECIqMS—IC � G100 FIE JOB Iq. omaien 4c. r�.vson ORNMI 6f LC. M7E Juiw 201] pEC1�D Bf LC. SCIIE�910Mi sxcr ra. 2 � � GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS(LATEST EDITION,AS AMENDED)AND STANDARD PLANS(LATEST EDITION,AS AMENDED)AND CITY OF CUPERTINO STANDARD DETAIIS.THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE SPECIFICATIONS,AND AS SHOWN ON THE DRAWINGS,AND TO THE SATISFACTION OF THE CITY ENGINEER. �. APPROVAL OF THESE PLANS SHALL NOT RELEASE THE OWNER OR CO�JTRACTOR OF THE RESPONSIBILITY FOR CORP.ECTIONS OR MISTAKES,ERRORS,OR OMISSIONS CONTAINED THEREIN.IF DURING THE COURSE OF CONSTRUCTION Of IMPROVEMENTS,PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM CITY OF CUPERTINO STANDARD DETAILS OR THESE IMPROVEMENT PLANS,THE CITY ENGINEER SHALL HAVE TNE AUTHORITY TO REQUIRE SUCH MODIFICATIONS OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED.AT THE SOLE EXPENSE OF THE OWNER OR CONTRACTOR. 3. THE CONTRACTOR SHALI NOTIFY THE CITY OF CUPERTINO PUBLIC WORKS INSPECTOR TWO WORKING DAYS PRIOR TO REQUIRING AN INSPECTION.CALL 408-777-3104 TO SCHEDULE PUBLIC WORKS INSPECTIONS. 4. ALL PUBLIC IMPROVEMENTS SHALL BE COMPLETED PRIOR TO OCCUPANCY. 5. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK �S LEFT IN A CLEAN CONDITION. 6. UTILIZE BEST MANAGEMENT PRACTICES(BMP's),AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD,FOR ANY ACTIVITY. WHICH DISTURBS THE SOIL. 7. A WORK SCHEDULE OF GRADING AND EROSION&SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15.NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. 8. ALL NEW ELECTRICAL SERVICE(POWER,PHONE AND OR CABLE)SHALL BE UNDERGROUND. 9. TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE.DIRECTED AWAY FROM THE BUILDING FOUNDATIONS AND OIRECTED TO THE LANDSCAPE AREAS. 11. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY,THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 12. APPROVAL OF THESE PLANS BY THE CITY ENGINEER IS ONLY FOR PUBLIC RIGHT OF WAY IMPROVEMENTS AND NOT FOR WATER,SEWER OR DRY UTILITIES.IT IS THE DEVELOPER'S/OWNER'S RESPONSIBILITY TO COORDINATE REVIEWS AND APPROVAL FROM EACN OF THE UTILITY COMPANIES,AND TO PROVIDE APPROVAL LETTERS AS REQUESTED/NEEDED. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE APPROVED PLANS OR THE LATEST REVISED PLANS ARE FURNISHED TO THE SUB-CONTRACTORS,AND TO ENSURE THE LATEST APPROVED PLANS ARE ONSITE AT ALL TIMES DURING CONSTRUCTION. 14. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE INSTALLED,AS NEEDED,PRIOR TO BEGINNING OF WORK. 15. THE CONTRACTOR SHALL LOCATE UNDERGROUND FACILITIES IN THE AREA OF WORK. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TWO WORKING DAYS IN ADVANCE OF ANY WORK fOR LOCATION OF THE UNDERGROUND FACILITIES. 16. ALL TRENCH BACKFILL FILL AREAS.AND BASE MATERIAL SHALL ATTAIN A MINIMUM 95%RELATIVE COMPACTION.FOR TYPICAL TRENCH SECTIONS,EXCEPT FOR SANITARY SEWERS,REFER TO THE CITY STANDARD DETAILS. 17. THE DEVELOPER SHALL PAY ALL COSTS FOR MOISTURE DENSITY CURVES(CALIFORNIA TEST NO.216E)AND ANY OTHER TESTS REQUIRED BY THE CITY ENGINEER FOR ALL WORK ON THE STREET. 18. TREES,ROOTS,AND FOREIGN MATTER IN EXISTING OR PROPOSED RIGHT-OF-WAY SHALL BE REMOVED TO A DEPTH OF TWO FEET BELOW SUB-GRADE AND DISPOSED OF PER CALTRANS STANDARDS.IN THE CASE OF LIVE TREE ROOTS fROM CITY STREET TREES,CONTRACTOR SHALL CONTACT THE CITY fOR FIELD OBSERVATION PRIOR TO REMOVING TREE ROOTS. 19. TRENCH PLATES,IF REQUIRED,IN THE TRAVELED WAY SHALL BE TRAFFIC RATED,PROPERLY SECURED AND SHALL BE RECESSED UPON THE REQUEST OF THE DIRECTOR OF PUBLIC WORKS. 20. ALL TRENCHES LOCATED WITHIN 5 FEET OF THE EDGE OF PAVEMENT(i.e CURB,LIP OF GUTfER,EDGE OF PAVEMENT ETC.)SHALL BE RE-PAVED TO THE EDGE OF PAVEMENT. 21. EXISTING PAVEMENT THAT IS REMOVED OR DAMAGED SHALL BE REPLACED AS REQUIRED BY THE CITY ENGWEER. 22. CONCRETE fOR USE IN ALL CONCRETE STRUCTURES SHALL CONFORM TO CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 90.DROP INLETS,SIDEWALKS,CURBS AND GUTTERS SHALL CONTAIN 590 LBS OF CEMENT PER CUBIC YARD AND SHALL ATTAIN A MINIMUM STRENGTH OF 3.000 PSI IN 28 DAYS. 23. A MINIMUM THICKNESS OF FNE INCHES OF CONCRETE SHALL BE REQUIRED FOR COMMERCIAL DRIVEWAY APPROACHES AND FOUR INCHES FOR RESIDENTIAL.THE DRIVEWAY APPROACH SHALL BE INSTALLED CONCURRENT WITH THE CONSTRUCTION OF THE CURB AND GUTfER. 24. ONE POUND OF DISPERSING BLACK SHALL BE MIXED WITH EACH CUBIC YARD OF CONCRETE AT THE BATCH PLANT. 25. OWNER/CONTRACTOR TO CALL CUPERTINO SANITATION DISTRICT AT LEAST 48 HOURS TO SCHEDULE DISTRICT INSPECTION.DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. 26. INSTALL AN APPROVED BACKFLOW DEVICE(IAPMO OR UPC APPROVED)ONE FOOT ABOVE THE RIM OF THE NEAREST UPSTREAM MANHOLE.THE BACKFLOW DEVICE WILL BE INSPECTED TO VERIFY EXISTENCE AND SERVICEABILITY BY A DISTRICT INSPECTOR AT THE TIME OF VIDEO INSPECTION.DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. �EROSION CONTROL NOTES: � � GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 10 ft. 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN CONFORMANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT AND AS REQUIRED BY THE STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD R2-2003-0021 AND NPDES PERMIT NO.CAS 0029831. N R T RS AND SUB-CONTRACTORS ARE AWARE OF ALL STORM WATER 2. THE DEVELOPER IS RESPONSIBLE FOR ENSURING THAT ALL CO T AC O QUALITY MEASURES AND IMPLEMENT SUCH MEASURES.FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTION BEST MANAGEMENT PRACTICES WILL RESULT IN THE ISSUANCE CORRECTION NOTICES,CITATIONS,AND/OR STOP ORDERS. 3. ANY VEHICLE OR EQUIPMENT WASHING/STEAM CLEANING MUST BE DONE AT AN APPROPRIATELY EQUIPPED FACILITY WHICH DRAINS TO THE SANITARY SEWER.OUTDOOR WASHING MUST BE MANAGED IN SUCH A WAY THAT THERE IS NO DISCHARGE OF SOAPS,SOLVENTS, CLEANMG AGENTS OR OTHER POLLUTANTS TO THE STORM DRAINS.WASH WATER SHALL DISCHARGE TO THE SANITARY SEWER,SUBJECT TO REVIEW AND APPROVAL OF UNION SANITARY DISTRICT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LITTER CONTROL AND SWEEPING OF ALL PAVED SURFACES DURING CONSTRUCTION. 5. THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON,OCTOBER 1 TO APRIL 15.EROSION CONTROL MEASURES ARE TO BE FUNCTIONAL PRIOR TO OCTOBER 1ST OF ANY YEAR GRADING OPERATIONS HAVE LEFT AREAS UNPROTECTED FROM EROSION. 6. ALL ON-SITE STORM DRAINS SHALL BE CLEANED IMMEDIATELY BEfORE THE START OF THE RAINY SEASON BEGINNWG ON OCTOBER 15T EACH YEAR.SUBJECT TO THE REVIEW OF THE BUILDING/ENGINEERING INSPECTOR. 7. IF RAINY WEATHER BECOMES IMMINENT,GRADING OPERATIONS SHALL BE STOPPED AND EROSION CONTROL MEASURES SHALL BE ��,, IMPLEMENTED TO PROTECT DISTURBED AREAS. L�LCi"�� oo.m 8. DURING THE RAINY SEASON,ALL PAVED AREAS SHAIL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS.THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAIN SYSTEM. 5� WIDE SIDEWALK (EXISTING) 9. CONSTRUCTION ENTRANCES SHALL CONSIST OF A MINIMUM 8"THICK LAYER OF 3"-4"FRACTURED STONE AGGREGATE UNLAID WITH GEOTEXTILE LINER FOR A MINIMUM DISTANCE OF 50 FEET,AND IS TO BE PROVIDED AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS.THE DEPTH AND LENGTH OF AGGREGATE MAY NEED TO BE ADJUSTED IN THE FIELD TO ENSURE NO TRACKING OF SEDIMENT � �oo.a ONTO EXISTING PAVED STREETS.CONSTRUCTION ENTRANCES SHAII SLOPE AWAY FROM EXISTING PAVED STREETS. 1.8' WIDE GUTTER ' .. �. ;, _�,��_o C 10. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL MEASURES ARE TO BE BLOCKED UNLESS THE feliFA DRAN�I�D IS .,. ,� i/ UNDISIURBED OR STABILIZED. °i . � '`4 f`�t� r ,.7,' � �t��>>:`:.�".�:�41.,i� �vu1:i 81 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEAS S TO TH / SATISFACTION OF THE CITY ENGINEER. � /rj�� /� ;� v�� _ .. . ,:.. .:....m. F_�.��,..,�._,. 12. NO STRAW BALES OR SILT FENCES SHAIL BE USED AS EROSION CONTROL MEASURES.SILT FENCES MAY ON BE USED AS A HYSICAL BARRIER TO PREVENT VEHICULAR AND PEDESTRIAN TRAFFIC FROM USING NON-APPROVED ACCESS POINTS�E.G.-ALONG .. RIGHT-OF-WAY). � 13. ALL DISTURBED AREAS INCLUDING fLAT PADS ARE TO BE TREATED WITH STRAW AND TACKIFIER AT A RATE Of 2 TONS PER ACRE ' �.:....,._,...-,«:,.>..zr _.-..._.__. , _ APPROXIMATELY 3 INCHES THICK,APPROVED EOUAL. , SSMH RIM=99.99 INV.=95.02 (l`,9Y.YY `i REMOVE EXISTING DRIV6 AY AND CONSTRUCT SIDEWALK ER CITY� 41 OF CUPERTINO STANDAi#D DETAIL � � i � � , I � O � v i � � � �� ' .� � � � i � C i � 25' �t� 2 w� , �I 0 ,� N� �� , O O�S E I '/� SEWE I �111 � � � a.» 14'-4�STEEL PIPE TO DAYLIGHT AT G TTER, INSTALLED UNDER SIDEW LK PER CITY OF CUPERTiNO STAN ARD DETAIL 3-6 � 16 I � DRAINAGE INLET � .....- � EL=99.16 e• ' INV.=94.66 � TC=99.72 / :. FL=99.22 �F 1 r; .'� .ioaio ' .iao.os � .wv' � �� ' imo.n , ��,,,, � V"_"� SDMH ; RIM=100124 INV.=94.66 � � � Ooo.x SSMH a,�, RIM=100.35 INV.=92.8 %97 � ° z �� o �' � �, �k•• U �'••. �c �� `�'�� " ' a�� .�'a NI �Q O � � � . � �� 2x RBD FOOD TOP- PLATB w GROOY6 UP1I,lRD 1x8 RlSDlI00D PLANK 1NSTALL6D B�TIIEEN POSTS 4a REDwOQD,�'6NCE POST O 6-0 o.c. 2s4 R6DIIOOD PLATB INSTALLBD B6TIIBEN TBB POSTS 1sB REDIIOOD PLANXS INSTALLED BBTlI6BN TEE TOP AND BOTTOA! PLATBS!N TAE GROOYaS CING PROPOSED FINISH GRADE PBR PLANS �-,�r-- . .::7`'_:'..3...,.. PROPOSED 12"0 ROUND � .� FOOTING FOR FBNCE POST � � ''_O„ � REDWOOD FENCE DETAIL SCALE:NONE .tms� PROPOSED 6' HIGH REDWOOD FENCE ,�oo.eo .im.io w/30' DOOR FOR REAR YARD ACCESS. SEE DETAIL 1 ON THIS SHEEf FOR MORE INFORMATION: N 89:49=16"E 71.37' ---__- __- - -- ---�---„oaei�Lf 1 ;z � �? 'J 1 � .wei I � // :U 'r INSTALL DRAIN INLET �;?. �'� ;� ' GRATE=100.75 i j INV.=99.64 S_ .596`' �ivWi � 45- 0.005 � DRAIN pIP��SHL ''�� GRATE=1i00.45I � � .,°°.�° iNV.=ss.ee � � , � � --��...................�(....-�------ •°-_;_°-20'_SETBACK LINE. ..... 101.42 -----_--°SII__ -...._-_-----_-_____............................... ..� ,'� ' ; �� u Q --, HIGH POINT .. bs� . ...... ' ; .pa.�s,iDS.... -.::....��.........�.wa�c- II-• DS � FLOWLINE .. -�............. : . i 25'�:VSECOND STORY'---�-------°-----------------------°----°------+�=--------- -------: � % S,ETBACK LINE SECOND FLOOR LINE J: ; �,� i �TYP) ; �1j � ..............: ; c�: : � .� PRQPOSED BUILDING a' � i GRATE=101.25 � FF=102.05 �w; INV.=100.88 ,.ioo.m ;',; �" ;PAD=99.85 �i � FF=101.98! �i ( •.{. � i `• : - C CHEDULE 0 � 48' 4"0 P V S 4 �'��"' O� ; � DRAIN PIPE w/5=0.005 iDS _ ______ i oi ; � I z: :W .o9.�e o: , � :z �J ;Y :U :Q :� ;N : ^ :...................... iN DS� .sit9a�ao.ar �SYL$TING SEWER; ' LEJtN-0U.7..T.Q..;....�5'__SECCNR'�S7Q U; W; �: in: �ARAG� �F=101:47 ��,� 'a - A -100.47 D .� vnnv�-,, � .ioaa .�� is : '. i__ .......----- -. . . -- � - ___________________________________��.----_ __. . . ...�.........................-----. ...............---_-_-� � , ��J ,,��20 SETBACK LINE � o � DRIVEWAY w/ !I• S=p.sX`.., �� GRATE=100.95 �, PERVIOUS 4g_4..� ,,.. INV.=99.60 '` PAVERS �DRAIN PIPEV�SCH'4 qp .�ao.ea i°9.0° GRATE�100.6 �•�� \ INV.=99.36 .,00.0 .ioo.i2 P 100./! � .�oo.0 x�oo.n ::�_____N89_49'1�;"E 60.1 ' _._�-__-- .-__--�-�-- WATER METERO ' 5' WIDE StDEWALK (EXISTING) �_ < . , � . . ��h toase .100.16 REMOVE EXISTING SIDEWALK AND CONSTRUCT DRIVEWAY PER CiTY OF CUERTINO STANDARD DETAIL G�ANAbA AV�NU� � S I T E G R A D I N G & D R A I N A G E P L A N scA�:,•_,o'-o" �� IO �� OD�O �N W�� fTl �UTIUTY METERS iLOCATION 1 � - GRATE=107.00 INV.=100.64 ' K ioo.ea � �30'-4"0 STEEL PIPE �w S=Q�05 '�� .i o�.2a FL=100.56 (EXISTING) REMOVE EXISTING DRIVEWAY AND CONSTRUCT SIDEWALK OER CITY OF CUPERTINO STANDARD DETAIL E °� 0 0 t w �`� � � Y� N ,L� �U � � � �Y N � � � � c � tA L W - m� p E c�m > c� � � �� V � V! L � � � O � W O > � '`-° � � E 2 � J o a� � p � �' V � � � � � � � � � Q � r�, � � � ^i c I..L CA' W �� Q UNAUTHORIZED CHANGES: fT IS THE CUENT�S RESPONSIBILf1Y PRIOR TO OR DURING CONSTRUCi10 TO NOTIFY THE DESIGNER IN WRR1N OF ANY ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICAi10NS OF WHICH A CONTRACTOR iHOROUGHLY KNOWLEDGEABLE WfTH THE BUILDING CODES AND METHODS OF CONSTRU- CTION SHOULD RFASONABLY BE AWAf2E OF.WRtTTEN INSTRUCTIONS ADORESSING SUCH PERCEIVED ERRORS OR EMISSIONS SHALL BE RECENED FROM THE DESIGNER PRIOR TO THE CLIENT OR CUENT'S SUB-CONTRACTORS PROCEEDING WfiN THE WORK.iHE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN THE CONSTRUCTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF ARJC INVESiIAENiS.AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WfTHOUT THE WRf1TEN AUTHORIZATION OF ARJC INVESTMENTS. aniE9s� r�`- ��T $CJe, 9 ~ �� O ` No.52136 I=R m * Exp.12/31/16 * � civ�� .T`� !•,T��R CAL�r�� w. rtosw u�� n��o vc cawExrs a:-x�so�s aa�cin�-w 2 Pun�o vc caioas a-i�-sois �aa-c rnoo ru roa w. or�onrn �c. �vaw piNMl Bf LC. M7E .mvy 201{ acaan er�c. su��s s��own s�¢r�a. 3 � � FLOOR PLAN NOTES: 1. NVSTALL GlASS BLOCKS TO NLL HEIGHT PER AVWUFACTURER'S INSiFiUCTIONS.LEVEL FLOOR PROPERLY PRIOR TO IAYING FlRST LAYER OF BLOCKS TO ENSURE PROPER INSTALUITION. 2. WATER HEATER TEMPERATURE/PRESSURE RELIEF VALVE SHALL HAVE AN AiTACHEO PIPE WFkCH WILL RUN 011ISIDE THE BUILDING WfTH THE END OF PIPE BETWEEN 6'k 24'ABOVE GRADE AND POINTED DOWN.(PER SECTION 608.5 OF CPC 2013).INSfALL TANK LESS WH PER MANUFACTURER'S RECOAI�IENDAiION. 3. SHOWER HEADS SHALL HAVE A WATER FLOW NOT TO EXCEED 2.5 GPM(CPC 402.2.1).fAUCEiS MI KRCHEN,WEf BAR,LAVATORIES,LAUNDRY SINKS SHALL HAVE A WATER FLOW NOT TO EXCEED 2.2 GPA1(CPC 402.2.2) 4. SNOWFR AND N9 SFIOWER COIABINATIONS SHALL BE PROVIDED WITH INDMDUAL CONiROL VALVES OF iHE PRESSURE BAIANCE OR THERMOSTATIC MIXING VALVE iYPE.W4NDLE POSITION SfOPS SNALL BE PRONDED ON SUCN VALVES JWD SFWLL BE ADJUSTED PER MANUFACTURFR'S INSTRUCTIONS TO DELNER A I�WXIMUAI WATER SEITING OF 120'F(49'C)(PER SECTION 420.0 OF CPC 2013). 5. NO DISHWASHING MACHINE SWLLL BE DIRECTLY CONNECTED TO A Dft41NAGE SYSTEM OR FOOD DISPOSER WRHOUT THE USE OF AN APPROVED AIR-GAP Ff1TING ON THE DISCFiARGE 51DE OF iHE DISHWASHqJG MACHINE.LISTED AIRGAPS SW�LL BE INSTNIED WRH THE FLOOD LEVEL MARI(ING AT OR ABOYE FLOOD LEVEL OF SINK OR DRA1N BOARD,WHICHEVER 15 HIGHER. PER SECTION 807.4 OF CPC 2013). 6. ALL BUILDING WATER SUPPLY SYSTEAI IN WHICH QUICK ACTING VALVES ARE INSTALLED SHALL BE PROVIDED WfTN DEVICES TO ABSORB iHE HAMAIER CAUSED BY HIGH PRESSURE RESULTING FROM iHE QUICK CIOSING OF THESE VALVES.WATER FWMMER SHALL BE INSTALLED AS CL05E AS POS518LE TO THESE VALVES(UPC/CPC SECiION 609.10). 7. UNVINTED FUEL BURNING ROOM HEATERS SNALL NOT BE INSTALLED,USED OR MI+INTAINED OR PERMITTED TO IXIST IN A GROUP I OR R OCCUPANCY UNLESS PERMf1TED BY THE MECWWICAL CODE CMC/UMC SECTION 916.3. 8. THE DRYER M015TURE IXHAUST DUCT SHALL NOT El(CEED 14'IN LENGTH.EXFiM1UST DUCTS StWl BE A MINIMUM OF 4'4 AND BE PROVIDED WfIH A BACK DRAFT DAMPER,AND SHALL BE CONSTRUCTED OF MEfAL WfTH A SMOOTH INiERIOR SURFACE.DUCTS SHALL TERMINATE AT LEAS�3'FROM ANY OPENINGS INTO BUILDING(UIi1C SECTIONS 504.3.2 k 504.6). 9. PROYIDE SAFEfY GLAZING AT FOLLOWING LOCAT10N5: a.GLAZING WfTH�N A 24"ARC OF DOOR'S VERTiCAL EDGE AND LESS TFUW 60'ABOVE THE WALI(ING SURFACE. b.GIAZING IN WALLS ENCLOSNJG STAIRWAY LANDINGS OR WfTHIN 5'OF THE BOTfOM&TOP OF STANtWAYS WHERE THE BOTTOIA EDGE OF THE GLASS IS LESS THAN 60"ABOVE A WALI(ING SURFACE. 10. PROVIDE FURRED WALL AT STRUCTURAL WALLS w/PLUMBING PIPES. 'L BATHROOM WALL/F�OOR FlNISHES ANC UNDERLAYERS SHOULD BE AS INDICATEC BELOYI: a.ALL SURFACES(WALLS/FLOORS)RECEMNG TILING SFN1.L HAVE BACKING IJATERIAL CONSISTiNG OF WONDERBOARD OR DUROCK SCREWm TO THE WALL/FLOOR FWa11NG AS APPLICABLE.INSTALL 1W0 LAYERS OF 15�'FELT UNDERNEAiH THE BACKING MATERVIL.(REFER TO COF NEMO DATED 07/20/90). 12. INDOOR SPA AND HOT TUB SHALL MEEf THE FOLLOWING REQUIREMENTS(INCLUDING HYDROMASSAGE TUB dc C�tCULAiING BATHTUB): a.ALL ELECTRIC SPA OR HOT iU8 WAiER HFATERS SW�LL BE LISTED(CEC 680.71) b.PROYIDE ACCESS TO HYDRO-MESSAGE TUB MOTOR AND JUNCTION BOX B'(AN ACCESS PANEL(CEC 680J3) c.ALL RECEPTACLES LOCATED WRHMI 10 FEEf OF THE NJSIDE WALLS OF A SPA/HOT TUB SIWl BE PROiECTED BY A GROUND-FAULT GRCUfT-INTERRUPTER(CEC 680.71) d.ALL LIGHiNIG FlXTURES AND UGHi1NG OUTLEfS OVER THE SPA OR WfTHIN 5 FEEf OF THE RJSIDE WALLS SHALL BE A MINIMUAI OF 7'-6"ABOVE TNE I�IU(IMUM WATER LEVEL AND SW1LL BE PROTECTED BY A GROUND-FAULT CIRCUfT-INTERRUPTER(CEC 680.71) e.HYDRO-MESSAGE lU8 CONTROLS/WD WALL SWfTCHES SHALL BE LOCAiED A MINIMUM OF 5 FEET FROM THE TUB(CEC 680.71) f.RECEPTAClES TFINT PROVIDE POWER FOR A SPA OR HOT TUB SHALL BE GROUND FAULT CIRCU(T-INTERRUPTER PROTECiID(CEC 680.71) 13. THE BEDROOMS SFW.L HAVE STATE FIRE MARSWIL LISTED RESIDENfU1L S�IOKE lUARMS AND SWLLL BE INSTALLED PER CBC SECiION 3109.1.THE LOCATION OF THESE SMONE ALARMS SFWl BE AWAY FROM FNAC REGISTERS(MIN 3').SEE ELECTRIGAL PLAN FOR MORE INFO. 14. ALL BEDROOIAS SW4LL HAVE EMERGENCY�RESCUE WINDOWS w/NET 5.7 SF OF OPENABLE AREA w/MM1.CLEAR OPENABLE WIDiH OF 20 AND HEIGHT OF 24',EXCEPT GRADE LEVEL SW1LL HAVE A�IIN.NEf CLEAR OPENING OF 5 SF.SILL HT.SHALL BE AIAX.OF 44'(CRC SECTION R310) 15. AIIN.ATiIC ACCESS OPENING SFWLL BE 22'z30".PRONDE AN UNOBSTRUCTED PASSAGEWAY (30'x30'A11N.WIDTH-20'LONG)Wi�H CONTINUOUS SOLID FLOOR NOT LESS TWW 24'NIIDE FOR ENIIRE LENGTH.PROYIDE A LEVEL SERVICE SPACE AT LEAST 30�WIDE dt 30�DEEP LOCATED AT FRONT OF SERVICE SIDE OF EpUIPMENT(CAIC 307.3).PROVIDE PERMANENT SWffCH CONTROLLED IIGH►1NG FOR IANNTENANCE OF EOUIPMENT IN ATfIC.SUCH UGHTING SHALL PRONDE SUFFlCIENT ILLUMINATION TO SAFELY APPROACH AND PERFORM iHE TASKS FOR WHICH ACCESS 15 PROYIDED.CON�ROL OF TIiE LIGHTING SHALL BE PROVIDED AT THE ACCESS ENTRANCE. 16. PROVIDE SAFETY GLAZING AT ALL LOCATIONS LISTED IN SECTION R308.3 AND R308.4 OF CRC (AS APPLK;ABLE).ALSO SEE NOTE 9 ABOVE FOR MORE INFORAUlTION. 17. WATER CLOSEf SIiALL BE EITF�R DUAL-FLUSH OR 1.28 GPF. 18. PURSUANT TO CAIC AND C8C SECTION 1203.4.2.1,PROVIDE MECFIANICAL 4ENTILATION FOR ALL &4iHR00A1S.SEE ELECiRICAL PLANS FOR LOCAiIONS OF VENTILA110N SYSTEM. 19. PURSUANT TO SECTION 1009.2 AND 1009.3 OF CBC,MAXIMUM HEADROOMI SHALL BE 6�-8' AND MAXIMUM RISE SHALL BE 7.75'RESPECIIVELY. 20. INSTALL CARBON MONOXIDE(CO)ALARMS AT EACH SLEEPING UNfT AS REQUIRED PER CRC LE -SECTION R3152.CO AIAftMS SW1LL BE LISTED AS COMPLYING WITH UL 2034,UL 2075 AND INSTALLED IN ACCORDANCE WITH CRC AND THE CURREN�EDfT10N OF NFPA 720 AWD IAANUFACTURER'S INSTALLATION MSTRUCiIONS,AS REOUIRED PER SECTION 315.3 OF CRC. CO N.ARM SHALI.BE INSTALLm IN OUT5IDE OF EACN SEPARATE DWEWNG UNfT SLEEPING AREA IN IMMEDIAiE VICNJt1Y OF THE BEDROOM AND AT EVERY LEVEL OF DWEIIJNG UNff AS LISiED IN SECTION R314.3 OF CRC(CNJFORNIA RE5IDENTIAL CODE). 21. CO ALARMS SW�LL RECENE 7HEIR PRIMNiY POWER FROM A COMMERCIAL SOURCE AND BE EOUIPPED WfIH A 9ATfERY BACKED UP AIARM.WIRMIG SfWLL 8E DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING W(THOUT A DISCONNECTING SWf�CH OTHER THAN REpUIRED FOR OVER CURRENT PROTECTION,/6 LISTED IN SECTION R315.1 OF CRC. BATHROOAIS.SEE ELECiRICAL PUINS FOR LOCATIONS OF VENTILATION SYSIEM. 22. NEW FURNACE IN ATTIC SFIALL BE INSTALLED IN COMPWWCE WfTH CMC 9D4.11,AND SFWl FOLLOW GENERAL REQUIREMEMS PER 2010 VERSION OF CMC,CPC AND CEC CODE,AS �s usr�BE�ow: � IAEANS OF TDISCONNECTB�FORCTHE ELECBTRIGIL SUPPLY TAO EAC�PI�E�CEEO�F'EpU�MENfN BHALL BE PROMDEO IN SIGHT OF THE EWIPMENT SERVED WHEN THE VOLTAGE EXCEEDS 50 VOLTS. b.A DEDICATED CIRCUff SHALL BE PROVIDED FOR THE FURNACE(CEC 422.12). c.A 120V SERVICE RECEFTACLE SF44LL BE LOCNTED WfTHIN 25 FEET OF,AND ON iHE SAME LEVEL AS,Tlff EOUIPMENT FOR bWNTENANCE.iliE SERVICE RECEPfACLE SW�LL NOT BE CONNECTED ON THE LOAD 51DE OF TF#REOUIRED�IEANS OF DISCONNECT(CMC 308). d.A PERAIANENT SWfTCH CONTROLLm UqifING FIXTURE SHALL BE INSfALLED FOR MAINTENANCE OF EOUIPMENT IS REOUIRED AND SHALL BE ACCE5SI8LE.SUCH FlXNRE SHALL PROVIDE SUFFIC�NT ILLUTANVATION TO SAfELY APPROACH THE EQUIPAIINT AND PERFORAI 1HE TASKS FOR WFNCH ACCESS IS PROVIDED.CONTROI OF 7HE LIGFfTING SFIALL BE PROVIDED AT THE ACCESS EMRANCE(CMC 904.11.5 AND CEC 210J0).SEE NOTE 15 ON THIS SHEE�ALSO. e.COMBUSTION AIR MUST BE MAM1fAINED PER CALIfORNIA AIECHANICAL CODE(C�IC CHAPTER 7). f.THE CLEAR SPACE AND DISTANCE TO COMBUSTIBLE MATERIALS AROUND TIiE FURNACE UN(f SHALL COMPLY WfTH THE M/WUFACTURER'S INSTALLATION INSTRUCTIONS(CMC 904.2). g.A SEDIMENT TRAP SHALL BE INSTALLED ON THE GAS IINE DONMSTREAM OF iHE APPLLWCE SHUT-OFF VALVE AND AS CLOSE TO INLE�OF TI#EQUIP�IENT AS PRACTICAL.REFER TO DIAGRAM ON SHEET 9 FOR INSTNJATION DETAILS(CPC 1212.7). h.APPLWNCES GENERATING A GLOW,SPARK OR FIAME CAPABLE OF IGNITING FLAMMABLE VAPORS MAY BE NJSfALLED�1 A GARAGE PROVIDED THE PILOTS AND BURNERS OR HEATING ELEMENTS AND S1NfTCIiES ARE AT 1 B'ABOVE ROOR LEVEL�CMC 307.1) EMCEFIION:SEALED COMBUSTION SYSTEM APPLYWCES AIAY 8 INSTALLED AT FLOOR LEVEL i.WHEN LOCAIED IN A GARAGE AND SU&IECT TO VEHICUTAR DAMAGE,ADE�UATE BARRIERS MUST BE INSTALLED(e.g.4"4 STEEL PIPE FILLED WfTH CONCRETE INSTALLED IN A F0011NG MEASURED 12�0 IfND 3 DEEP)(CMC 307.1)(NOT APPLICABLE FOR A1TIC INSTALLATION). j.THE FURNACE SW�LL BE PROPERLY NJCHORED AND SUPPOR�ED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WffFIiN THE STRESS LIMfTAiIONS SPECIFIED IN CBC(CMC 303.4). k.IF ATf1C AND ROOF IS CONVENiIONALLY FRAMED FOR ATiIC INSTALLATION,C�LING JOIST UNDER TNE LOCATION OF TFiE FAU UNff SFIALL BE DOUBLED WITH A MINIMUM 2x6 J01515. (REFER TO SKEfCH ON SHEET 9.IF TFIE ATIIC AND ROOF IS A PRE-ENGMEERED TRUSS SYSTEI�,AN ENGINEERING REP (WEf STAUPED AND SIGNED BY A LICENSE ENGINEER) SFINLL BE SUBMIfTED TO BUILDING DEPARTAIENT FOR REVIEW AND APPROVAL PRIOR TO INSfALI.ATION OF UNR. FLOOR PLAN NOTES: ?3. ALL SMOKE AND CARBON AIONOX�E ALARMS SHALL BE INTERCONNECTED.SEE ELECTRICAL PUW SHEET FOR LOCH110NS. ?4 PRONDE BULDING PAPER UN�ER ALL D(TERIOR WALL FINISHES. ?5. CONTRACTOR SHOULD FURNISH MANUFACNRER'S SPECIFICAiIONS TO T}�BUIIDING INSPECTOR FOR ROOF T1LES 1WD FEtEPIACE UNIIS 9N0 OPEN FLAAIE IN MAS�FR BEDROOM). ?6. PURSU/WT TO SECiION R302.11 OF CNJFORNIA RESIDENTIAL CODE(2013 EDRION)PROVIDE FatEBLOCKING AT FOLLOWING IOCAiIONS: (i) �J CONCEALED SPACES OF STUD WALLS AND PARTRIONS,INCLUDMIG FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGFRED STUDS,AS INDICATED BELOW: a.VERfICALLY AT THE CEIUNG AND FLOOR LEVELS b.HORIZONTALLY AT MfTERVAS NOT EXCEEDNJG 10 FEEf. (ii) AT ALL INTERCONNECTIONS BEfWEEN CONCEALFD VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT 30FFfTS,OROP COLINGS AND COVE CEILMGS. (iii) IN CONCEALm SPACES BETWEEN SfAIR STRINGFRS AT T}iE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAAIfiS SfNLL COAIPLY WffH SECTION R302.7. (iv)AT OPE�MNGS ARWND VEN15,PIPES,DUCTS,CABLES AND WIRES AT CEIUNG AND FLOOR LEVEL, WRFI AN APPROVED I�IAiERU1L TO RESISf TFIE FREE PASSAGE OF FU1ME AND PRODUCTS OF COAtBUSTION.THE MATERUIL FlLLNrG TFpS ANNULAR SPACE SHALL NOT BE REQUIRED TO YEEf THE ASTM E 136 REQU�REAIENfS. (v) FlRE-BLOCKING OF CHIMNEYS AND FlREPLACES,SFIALL BE AS INDICATED IN SECiION R1003.19 OF CRC-2013 EDfTION. (vi) FlREBLOCKING OF CORNICES OF A 1W0 FAMILY DWEWNG IS REQUIRED Ai THE LINE OF DWELLWG UNff SEPARATION. 27. PURSUANT TO SECTION 4.408 OF CAL-GREEN BUIIDING STANDARDS,2013 VERSION,RECYCLE AND OR SALVAGE FOR RE-USE A MI�NMUM Of 50x OF NON-NA7ARDOUS CONSTRUCTION AND DEUOLfIION DEBR6,OR MEET A LOCAL CONSiRUCTION AND DEMOLfTION WASTE MANAGEMENT ORDINANCE,WHICHEYER IS MORE S�RINGENT,EXCEPf FOR D(CAVAiED SOIL AND UND CLEARED DEBRIS,AND ALTERNATE WASTE REDUCTION�IEfHODS DEYELOPED BY WORKNrG Wf�H LOCAL AGFNCIES IF DNERSION OR RECYCLE FACIUTIES CAPA%.E OF COAPLIMlCE WfTH TFIIS fTEM DO NOT IXIST OR ARE NOT LOCAiED REA50NABLY CLOSE TO J095(TE. 28. PURSUANT TO SECTION 4.410 OF CAL-GREEN BUd.DING STANDAftDS,2013 VERSION,AT THE TIME OF F'q�IAL INSPECiION,A AUWUAL,CD,WE-BASm REFERENCE OR OTHER AIEDW ACCEPTABLE TO THE ENFORCMIG AGENCY,WFNCH INCLUDES ALL OF THE FOLLOMANG,SHALL BE PLACED IN T}IE BUILDING: (i) DIRECTIONS TO THE OWNER OR OCCUPANT TFiAT THE MANUAL SW1LL REMAIN WITH THE BUILDING T}�OUGHOUT THE LIFE CYCLE OF T}IE STRUCiURE. (ii) OPERATION AND MNNTENANCE INSTRUCilON3 FOR THE FOLLOWING: o.EQUIPIIENT AND APPLVINCES,INCLUDING WATER-SANNG DEVICES AND SYSTEMS,HVAC SYSTEMS, WATER-HEAi1NG SYSTEIAS AND Oil#R MAJOR APPLWNCES AND EQUIPMEN�. b.ROOF AND YARD DRAINAGE,INCLUDNJG GUTiERS AND DOWNSPOlJ15. c.SPACE CONDITIONMIG SYSTEMS,INCLUDING CONDENSERS AND A1R-FlLTERS. d.LANDSCAPE IRRIGATION SYSTdAS. e.WATER REUSE SYSTEAIS. (ui) INFORMATION FRON LOCAL Uf1LffY,WATER AND WASiE RECOVERY PROVIDERS ON AIETFIODS TO FURTHER REDUCE RESWRCE CONSU�IPiION,INCLU�NG RECYCLE PROGRAMS AND LOCATIONS. (iv) PUBLIC TRANSPORTATION AND/OR CARPOOL OPIIONS AVAIIABLE IN THE AREA. (v) EDUCATIONAL IYWTERtAL ON iHE POSffNE IMPACIS OF AN INTERIOR RELATNE HUMIDITY BETWEEN 30-60 PERCENT AND WWiT�tETHODS AN OCCUPANT MAY USE TO MANJTAIN iliE RELATNE NUMIDfIY IEVEL IN TFtAT RANGE. (vi) INFORMATION ABOUT WATER-CONSERVMG UWDSCAPE AND IRRIC�4110N DESIGN AND CONTROLLERS WHICH CONSERVE WATER. (vii)MIStRUCilONS FOR MAINiAN'IRJG GUTtERS AND DOWNSPOUTS AND THE IMPORTANCE Of DNEKTING WAiEH AT LEAST 5 FEEf AWAY FROY THE FOUNDATION. (viu)INFORMAiION ON REOUIRED ROUTNJE MANJTENANCE MEASURES,MCLUDING,BUT NOT LIMfTED T0, CAULKING,PNNTING,GRADING AROUND T}IE BUILDING,EfC. (ix)INFORMATION ABOUT STAiE SOIAR ENERGY AND iNCENi1VE PROGRAMS AVAIIABLE. (x) A COPY OF ALL SPECIAL INSPECiION VERIFICATIONS REOU�ED 9Y THE ENFORCING AGENCY OR T}NS CODE. 29. PURSUANT TO SECTION 4.507.2 OF CAL-GREEN BU�DING STANDARDS,2013 VERSION,THE CONTRACTOR SHALL PROVIDE IiEATING AN�AIR-CONDfTIONING SYSTEM DESIGN',MCLUDING CALCULAiIONS FOR DUCT SIZING. 30. PURSUANT TO SECTION 4.304 Of CAL-GREEN BUILDING STANDARDS,2(113 VER510N,AUTOMAiIC NtRIGATION SY5iE�1 CONiROLLERS FOR WVDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE T1ME OF FlNAL INSPECTION SW�LL COMPLY WffH THE FOLLOWING: (i) CONTROLLERS SHALL BE WEATHER-OR SOIL MOISTURE-BASED CONiROLLERS TIiAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CtiANGES IN PWJ!'S NEEDS AS WEATIIER CONDIIION CFi4NGE. (ii)WFAT}ER-BASED CONTROLLERS WfTHOUT INTEGRAL RNN 5EN50RS OR CO�IMUNICATION SYSTEMS THAT ACCOUNT fOR LOCAL RAINFALL SFIALL HAVE A SEPARAiE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMIAiUNICATES W(fH TFIE CONTROLLFR(S).SOIL AIOISTURE-BASED CONTROLLERS ARE NOT REOUIRED TO HAYE RNN SENSOR INPU�. 31. PURSUANT TO SECTION 4.406.1 OF CAL-GREEN BU�DMIG SfAWDARDS,2013 VERSION,OPENtNGS IN THE BUILDING ENVELOPE SEPARAi1NG CONDffIONED SPACE FROM UNCONDffiONED SPACE NEEDED TO ACCOMMODATE GAS,PLUYBqJG,ELECiRICAL LWES AND OTIiER NECESS�NRY PENEfRAiIONS MUST BE SEALED IN COMPLWVCE WRH THE CALIFORNIA ENERGY CODE. EXCEPTIONS:ANNULAR SPACES AROUND PIPES,ELECTRIC CABLES,CONDU115 OR OTF�R OPENINGS NJ PLATES AT EXiERIOR WALLS SfiALL BE PROTECTFD AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WffN CEMENT MORTAR,CONCREfE MA50NRY OR A SIAIILAR �IERIOD ACCEPfABLE TO THE ENFORCING AGENCY. 32. PURSUANT TO SECTWN 4.504.1 OF CA1.-GREEN BUILDING STANDARDS,2013 VERSION,AT iHE TIME OF ROUGH INSiAW1TI0N�DURING STORAGE ON THE CONSiRUCTION SfTE AND UNTIL FlNAL SfARNP OF THE HEAiING AND COOLING EQUIPMENT,ALL DUCT AND OiNER RELATED AIR D15TRIBUTION COMPONENT OPENINGS SHALL BE COVERED W(fH TAPE,PLASTIC,SHEE-T11EfAL OR OTHER METHOD3 ACCEPfABLE TO iHE ENFORCqJG AGENCY TO REDUCE 1}IE AMOUNT OF DUST OR DEBRIS WH�H MAY COLLECT NJ 1F�SY5TElA. 33. ALL ADFIESIVES,SEALANIS,CAULKS,PWNTS AND COATING YOC'TO COAIPLY WfIH SECTIONS 4.504.1, 4.504.2,4.504.2.2 AND 4.504.2.3 OF CAL-GREEN BUILDING STANDARDS,2013 VERSION. 34. ALL WOOD IN CONfACT WffH BlSEMENT WN1S SW1LL BE PRESSURE TREATED AND PROPERLY FIRE BLOCKED AS LISTED IN NOTES ON THIS SHEET. 35. MNVqdUM DIMENSION OF!W EGRE55 LiGFff-WELL SHALL BE 36'(NEf CLEAR)AfiER WALL FNJISH AND TRIM. �r�W��v�rn:&e ��/��x�,��d�� ms�ru� «�-•:�... � ��:.<_ts..e��i .::.a��.�ci.i�� % r�,� _��. ... . �.�."!.�_ �5..a�.�.r..� �' "V" ' . , . :. e � r � �r �r �'I � �� E $ 0 0 t i. O� N � N <p �� °' ,� �' �Y N � T� � � C U)L (JJ _ ch� U 'm cN.> m O E N m � N �� U � � L Q� � � � O � Q� � O > � �E 2 Q J 0 �� O � � V � � � � p� 0 � � � � � M �C Q � � /�L � LL � � � � Q UNAUTHORIZED CHANGES: R IS THE CLIENT�S RESPONSIBILfTY PRIOR TO OR DURING CONSTRUCi10 TO NOTIFY THE DESIGNER IN WRfTI OF ANY ERRORS OR OMISSIONS IN THE PLANS ANU SPECIFICAiIONS OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WffH THE BUILDING CODES AND MElHODS OF CONSTTtU- CiION SHOULD REASONABLY BE AWARE OF.WRf1TEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SHALL BE RECENED FROM THE DESIGNER PRIOR TO THE CLIENT OR CUENT�S SUB-CONTRACTORS PROCEEDING WfTH THE WORK.THE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN THE CONSTRUCTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTI'OF ARJC INVESTIAENTS.AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WRHOUT THE WRRTEN AUTHORIZAiION OF ARJC INVESTMENTS. �pEQa� ��T d�� O No.52138 � * e.o.iz/at/is * p�' civ�� i�� r oP e OR CA�-�r ro. n�sw u+� rywNra rc ww�v�rs ox-x�sois � �ur�s_�c wwMa rc caw►Exrs a-i�-zois 2 ��ons_�c aoo r� �oa rn. omaioe �c. r€vaoN piMN 9Y LG dI1F Jaiuvr 201L pEC11�1D 9V LF �E AS 51OM1 sx¢r wo. 4� oF s�rs 1/2" CDX PLY SHTG W/8d 2x8 RAFTER m (COMMON NAILS) �6" OC z4" OC �EDGES, 12" FIELD T1LE ROOFING o/30#FELT �z PAPER o/ROOF SHEATHING 4� - 2x BLOCK 2x8 DF#2 CEILING JOIST O - -............. ... .. - - 12" oc w/5-16d TO EA PANEL NAILING SHEATHING SIMPSON A35 SHEAR RAFTER TO BLOCKING 10d AT 6" TRANSFER (SEE STR. I o.c. PLANS FOR MORE INFO) ' DOUBLE 2x4 a: NOTE: PLATE a°D NAIL SHEATHING TO BLOCKING AND PLATES WITH 8d NAILS AT �°O 6"o.c. °xB" DOUG FIR 3 Q #2 HEADER SH ARWALL HOLD DOWNS MAY UNLESS NOTED ° REQUIRE GREATER FOOTING O T H E R W I S E o DEPTH TO ACCOMMODATE ANCHOR BOLTS 2/2x4 ALL INSULATION 2x4�16" o.c. PER T-24 REPORT ALL PLATES AGAINST CONCRETE SHALL BE 1/2" SHEAR PLYWO PRESSURE TREATED. NOTE THAT WALLS CALLED AND 7/8" STUCCO OUT WITH SHEATHING NAILING PATTERNS OF LESS THAN 4" OC SHALL HAVE 5/8"x10" LONG ANCHOR BOLT A MINIMUM 3"x4" PT PLATE W/3°x3"x1/4" WASHER BETWEEN NUT AND PLATE MINIMUM NAILING OF SHEATNING FLOOR SHEATHING TO PLATE Bd AT 6" o.c. PER STRUCTURAL WEEPSCREED AT `O SUB-FLOOR JOISTS PER PLANS THIS LOCATION •'�iS�_ :;✓�y? 'n STRUCTURAL PLANS w/ FLOOR INSULATION PER � T-24 REPORT N �� :%i:�±.�°�r� .�; CONTINUOUS CONCRETE FOOTING/GRADE BEAM MINIMUM 12" WIDEx24" 12� HIGH � SECTION AT WINDOW SCALE:NONE � 3'-11" 13'-5� �g-e � � ��., .--�, � '��15_ � �� .e�. . . ....-... .......z.� ,�,_,_..,'_'_' � v� �.:, ;:� �/l—I� �� .,m..� ._�.,_ ,.,�r..... _.. .� _a-., __...,_ { . «...... ...... .. .._..-....... — .- i :_�c..;.�_; �E��Q v. .�, ...._....v..,.��.,...��., � ?:,_ _.� .,..._ , ,� .. 1 � . . . ' . 37-10� � 2'-fi' 1�-7' S'-2� 1'-7� 7-9 4-0 4'-0' 4'-0' 14'-9' 3'-4' . � FlRST FLOOR SEfBACK LINE ........... ... . --- � --... ....._. . ....-�----.. ........... .._--- . ......... ....-- ....- .----.__ _ _� 4050 FlX r, i ^ o i � � 0 3 � � 3oso � � � "' � FRENCH : 3040 � � �� 4040SL: �� 26 0 SLIDER 3050SH 3050SH = WINDOW � DW DW o I o DIrNNG ROOM o•••o� c•••o N ' i .n 9'CEI.ING lo ° � BUTLER AREA/Ml�BAR KffCHEN � � N 8'-2' 2'-0' 3'-6' 9�CEIUNG 6•_6• ;� _ � � � � , o � � 5'-5' '-0' S'-7' FAMILY ROOM I , ISLAND � 9'CEIUNG � � � � i/ •0 � � � '-0 2'-9' 2880 p o0 70 � COVERED PORCH � M � � � � � pN. FOYER � � a0 4. 14'C�LING ~ Ig CLUSEf o I MAX. ES D 1O `� AT D00 ) � i 2880 ° o � N N 266ti � _ tV � � � N 6'-6" 2'-10' '-0 5'-7' 3'-6' 3'-10' 2'-9' 3'-0' 3'-3' ^ ry�� HALLWAY 2 80 � 'w � 0 LMNG R001� ° x 9'CEHJNG I r � � � _ � � ; N N � � I � � � � � � PW� ROOM 2-CAR GARAGE o ° j I 9�C�LIN � � 3 � N G N i � WHRDR08E SkP 9�CFJUNG o A � ! , � II.... .. ... ..... --.. ... ._ ........ 10 .._..... .. ... � .... -.. ......... . . .............. .... ... ... ... . � 2f+68-SUOERS � �=S � N�C� N ,1��_,. : LANDING � � . o BEDROOM�4 ,ri� '� � �' 'J�' OFFlCE 9�CEI�ING ��$ '`•V'' , � 16080 ROLL UP GARAGE DOOR j ° 0 9'C�LING N�� 668� � � � � DOOR ° 12"0 ARCHfTECTURAI.COLUMN '�' , o/BUILT UP B0.SE;SEE ELEVAiIONS � FOR MORE INFORMATION �-- - °°---- ___ -- -3050SH ........... .......... 305DSH--... °_°°3U50SH ZQ3d5H • FlRST FLOOR SEfBACK LINE o;:� 1'-7' 5'-0' 12'-4' 11'-5' 4'-11' 21'-6' _ � � P R 0 P 0 S E D F I R S T F L 0 0 R P L A N sc��: �/a•=��-o• 3 � � � E °� c 0 �7 L y T N � O� c"> N �� Y N � '� � C �L W — � �� V E Nmo � � �� V � � L � W � � O^, � W � � � � . � E ca 2 � � o �,� � o � � V � � � � � � �n o O i o �o O � M � ^� � I..L � � Q UNAUTHORIZED CHANGES: R IS THE CUENT�S RESPONSIBIUiY PRIOR TO OR DURING CONSTRUCi10 TO NOTIFY THE DESIGNER IN WRfTI OF ANY ERRORS OR OMISSIONS IN THE PU1N5 AND SPECIFICATIONS OF WNICH A CONTRACTOR iHOROUGHLY KNOWLE�GEABLE WfTH THE BUILDING CODES AND MElHODS OF CONSTRU- CiION SHOULD RFASONABLY BE AWARE OF.WRfTTEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SHALL BE RECENED FROM THE DESIGNER PRIOR TO THE CLIENT OR CUENT'S SUB-CONTR4CTOR5 PROCEEDING WfTH THE WORK.THE CUENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN THE CONSiRIICTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF ARJC INVESTMENiS,AND IS NOT TO BE USED,tN WHOLE OR PART,FOR ANY OTHER PRWECT,WfTHOUT THE WRITTEN AUTHORIZATION OF ARJC INVESTMENTS. �Eaai ��T 4�� A s � : O No.52136 Ip IR * Exp.12/31/16 * °�' civ�� `� ,r��R c��°P rn. ravscw u�c � R�n�a vc ca►cxis oz-r m�s co�cnora-�c 1 PvnnNO ac cw�cxrs a-i�-mis coa�crora-�c FlE JOB 1q. o� �c. rc�an IXiNNI Hf LC. M7E ,�y 201♦ ClECI�D 9Y 4F �E AS SIqMN s�¢r ia. 4 oF s�s E f ! � � � I E � � E � � E � � � � � � � E � E � � — — SECOND FLOOR SETBACK LINE � E 4 ----� v"`.�---� � -- .. �. SECOND FLOOR SET&4CK L1NE I E � � � E � f , ;' �-020 _ _ �S b 1.,:.�.,.�.�:� :��t� ,_ _ .�. �r _:i.�y:.�!�'� �r. �...�-�w a�:.: � _ a,;., ti_.� _.�.:.:.� R�• :�.urv' .�a,a .�..�.f ./� :Z :Y :� � 0 .� :o _ U �N ............ ............ . ""'.._...... . """""""'"""W � P R 0 P 0 S E D S E C 0 N D F L 0 0 R P L A N SCALE: 1/4'=1'-0' � € � � � � � � � � 1 i � 1 i � � � I � � I � � LOWER ROOF � I # � I � � � .... _ - -��-� A ... .I �� ; ------� . . .....f..... . ..._.� � � � � � � � E $ 0 t /Tp� ❑� C'� tC �� N t �j C U 'r? t�,,� �Y N � � �L L1J C � � 0 E N m > ;, � �� U � tA L � � 0 O � °� '�-° 2 � � E J o �,� � o � �' v � `� N cn �, � � �� M � 0 � L � � � � � Q UNAUTHORIZED CHANGES: R IS THE CUENT'S RESPONSIBILITY PRIOR TO OR DURING CONSTRUCi)0 TO NOTIFY THE DESIGNER IN WRfi1N OF ANY ERRORS OR OMISSIONS IN THE PLANS AND SPEqFICAilONS OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WffH THE BUILDING CODES AND METHODS OF CONSTRU— CTION SHOULD RFhSONABLY BE AWARE OF.WRfTTEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SIIALL BE RECENED FROM THE DESIGNER PRIOR TO THE CLIENT OR CLIENT�S SUB—CONTRACTORS PROCEEDING WfTH THE WORK.TFiE CLIENT WILL BE RESPONS�LE FOR ANY DEFECTS IN THE CONSTRUCTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONA� SERVICE IS THE PROPERIY OF ARJC INVESTMENiS,AND IS NOT TO BE USED,IN WHOLE OR PART.FOR ANY OiHER PROJECT,WfiHOUT THE WRITTEN AUTHORIZATION OF ARJC INVESTMINTS. t�pPE9a� ��T $�� A O No.52738 m * Exp.12/31/i6 * � CIYIV 2'�� 'r��R CA1.�f�P �. � a� � r�wnNO rc macNn ox-x�xo,s co�.�nora-�c avn�c+vc�rs a-n-mts s wwm,,Ara_�c c�oo nc �oe w. o�� c. ra� �fWNI 9/ lG � �W�vY 2(114 C1ECI�D 91'LC. �E AS AqNI SIEET Iq. � oF �s ,f ,� f - - .......... - - ---- 0 � � RADIUS CUT BOLT TO CINCH STRAP PLAN NOTE: IN LIEU OF BASE ANGLE CLIPS A 3/4"PLYWOOD CRADLE SECOND PLUMBERS TAPE BRACKET�AAY GLUE&SCREW TO 2 x 4 BE USED JUST ABOVE CONiROL PANEL SEISMIC STRAP AT �• TOP AND BOTTOM(TYP) >' 2 X 4 LAG SCREW TO TWO STUDS 3/B"X 3" ,--�� r—r ;��° < � � CLIP TWO FEET TO DECK ELEVATION � WATER HEATER ANCHORAGE DETAIL U SCALE: NONE )PENINC TO 4'-0' >PE�NNG OVER 4'-0' �•� r Nt LINE � ARCHED OPENING � SCALE: 1/2"=1�-0� OT-18 S1UCC0 OVER BUILDING PAPER 2z4 STUD WALL INTERpR FlNISH HEADER-SEE PUW WOOD TRIM,SEE ELEVATION SLIDE WINDOW,Fll(GIAZE SIMILAR 6 HEAD DETAIL AT WINDOW SCALE: 3"=1'-0" DT-10 SUDE WINDOW,FIX GLAZE SIApI INTQt10R FlNISH WOOD TRIM,SEE ElEVAT10N z.a sruo wnLL SR1CC0 WER BUILDING PAPER � SILL DETAIL AT WINDOW `� SCALE: 3'=1'-0" DT-11 � W E S T E L E V A T I 0 N SCALE: 1/4'=1'-0" ROOF_LEVEL - - - -.......... ... .- -............. . ... ...........- .. - - TOP..PLATE_LEVEL-------- -- -- - ,�;;,;,,�;;;�;„;; - ......... _ o:::::. ....:::: ..Znd.FLOOR_LEVEL________ ___ ___ -PLATE_LEVEL--------------- -- ;.: _1 st FL OR LEVEL .a _ __ .r�l�:��.."�,p/�.-� - __ «�..�s A , ...� ,� . � �,�� 9�� attrOT � '�� `�.� �� ... . ,,,_._ . ._ ,.,...._, �r.u�,.�.o...,�..,.�....�.�+a ,.. �r��,�/'".. . _.,.:...._,..�.�..k,.w.��,.K FlXED WINDOW w/ .'� FROSTED GLASS ;; 2nd FLOOR LEVEL?::............... WINDOW SILL E!................ M _,a<'�=,:v��.�� i .�rriiiiiiiiiui��iii �.�111!�IIIF�IIIII�IIIII�IIII .�.ii�nrnn�nm�iunrmmn� . ,�iiiuii�iunuu�!�iuiu�u�unuui .�uc'riu�ui�nuawru�rriu�irm�irnuu ELEVATION NOTES: 1. D(TERIOR WALLS: "lA HABRA STUCCO"CEMENT PLASTER,COLOR AND TEXTURE SELECTION B`(OWNER AND SHALL BE APPROVED BY PLANNING DEPARTMENT(SEE NOTE 15 BELOW). 2. TRIMS:CEMENT PLASTER FlNISH OVER 2x4 FOAM SHAPES,COLOR IN CONTRFST W(TH WALLS,AS SELECTED BY OWNER AND SHALL BE APPROVED BY PLANNING DEPARTMENT(SEE NOTE 15 BELOW). 3. ROOFING:COMP051TE SHINGLE ROOF.COLOR SELECTION BY OWNER AND SHALL BE APPROVED BY PLANNING DEPARTMENT(SEE NOTE 15 BELOW). 4. FASCIA/GUTTER: 2x8 FASCIA BOARD w/5-1/Z"OGEE G.I. FASCIA GUTfER, PAINTED.COLOR SELECTION BY OWNER AND SHALL BE APPROVED BY PLANNING DEPARTMENT(SEE NOTE 15 BELOW). 5. WINDOWS:VINYL DUAL PANE WINDOWS BY'VIKING"OR EOUNALENT.COLOR SELECTION BY OWNER AND SHALL BE APPROVED 8Y PLANNING DEPARTMENT(5EE NOTE 15 BELOW). 6. EXISTING SECTIONAL ROLL UP GARAGE DOOR,COLOR SELECTION BY OWNER AND SHALL BE APPROVED 9Y PIANNING DEPARTMENT(SEE NOiE 15 BELOW). 7. WEEP SCREED O+4"MINIMUM ABOVE FINISH GRADE(2"ABOVE PAVED AREAS). 8. PROPOSED STONE VENEER WAINSCOTT o/SCRATCH COAT OF STUCCO. 9. PROPOSED BUILD UP COLUMN w/STUCCO FlNISH AT COVERED PAT10. 10. CAST IRON STEEL RNLING. 11. ROOF COVERING SHALL CON5IST OF MINIMUM CLASS�A"RATING AS PER 5ECT10N 1507 OF CRC 2013 EDfTION. 12. INSTALLl1TION OF ROOFlNG SHALL BE IN ACCORDANCE WRHMANUFACTURER'S SPECIFICATIONS. 13. PROVIDE iW0 LAYERS OF GRADE"D"PAPER OVER ALL WOOD BASED SHEATHING. 14. PROPOSED/E%ISTING SUB-FLOOR VENIILATION VENT. 15. ANY CHANGES TO THE APPROVED COLORS, MATER�ALS AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CfTY OF CUPERTINO PIANNING DMSION PRIOR TO INSTALLATION/APPLICATtON. IIIi._- Illllll�lli■_ iuiu�uiur��,.,. nirn�nrmrrnm��.._ IIIII�IIII�IIU•�IIIII�IIIII��,,._ � � , � � � _ — u 0 .::::::: :::::: :::o:::::: � ::::::::::::::::::: .::.:.::::::: 2nd FLOOR LEVEL � _.. ........ O - . . .. - ' _ ' • ._.... . , .. . . ,-_� . :.. .. — — - -- - __ _ _ ----_ __ - — . . , ,.. : . . . ,._. � `�� - ::. ,. : . W ..�---•� � 0 � E A S T E L E V A T I 0 N SCALE: 1/4"=1�-0� � � i E 8 d 0 s >. N � �� N � tj � L >. �i� N �p 3 � C � tw �� o E N m > a� � � �� U � � L � � � � O O ^>, � �E W � 2 Q J �O �� p � � V � � WA' � � � � � � �- � M �C Q � � ^� � I..L ^' Wr i �+ i Q UNAUTHORIZED CHANGES: IT�5 THE CUENT�S RESPONSIBILfTY PRIOR TO OR OURING CONSTRUCTIO TO NOTIFY THE DESIGNER IN WRfTIN OF ANY ERRORS OR OMISSIONS IN THE PLANS AND SPECIFlCATIONS OF WHICH A CONTRACTOR iHOROUGFkY KNOWLEDGEABLE WfTH THE BUILDING CODES AND METHODS OF CONS�RU- CTION SHOULD REASONABLY BE AWARE OF.WRf1TEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SHALL BE RECENED FROM THE DESIGNER PRIOR TO iHE CLIENT OR CLIENT�S SUB-CONTRACTORS PROCEEDING WfTH THE WORK.THE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN THE CONSTRUCTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND iNE IDEAS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF ARJC INVESTbIENiS,AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WfTHOUT THE WRfITEN AUTHORI7AT10N OF ARJC INVESTMEN75. �,ptEaar ��T �� ti Q No.52138 � m * Exp.12/31/16 * 0�7�, cIVIL P�`r e OR CA`�r O w. �vso� n�h ��+o ac cw►rms az-xHSOis i �_� wv�a Pc caw�xrs a�n-so�s 2 WM6y'Iq�g_IC aoo� ,ae Ho. o�m �c. revaow onr�u er �c. ah ,b.by zots CfEC11�D 91'4F �E AS 9q1Y11 s�r ra. 6 o� �n �� Z 3 f 0 M I 22"x30" MIN.TYP. OPENING COUNG JOISTS 3/8'PARIICLE BOMD INTERIOR FlNISH MILCOR EDGE 4 SIDES � 4 ATTIC ACCESS DETAIL sc��: �—�/z"=�'—o^ or—» ZI �! �� w a s STUCCO OVER BUILDING PAPER �• z.a sruo wnu i INfERIOR FlNISH g HEADER-SEE PLAN � , WOOD TRIAI,SEE ELEVATION WOOD CASING DOOR 2zMILLED FRAME MEfAL TRNA OR STUCCO MOLD 3 HEAD DETAIL AT ENTRY DOOR SCALE: 3'=t'-0" DT-O6 SIUCCO OVER BUII�NG PAPER 2x4 STUD WALL INTERIOR FlNISH WOOD TRIM,SEE FIEVATION WOOD CASMIG DOOR 2xMILLED FRAME MEfAL TRNA OR SiUCCO MOLD 2 JAMB DETAIL AT ENTRY DOOR SCALE: 3'=1'-0" DT-12 LINE OF WOOD iRIM BEYOND DOOR MEiAL DRIP CAP ALUAUNUM THRESFIOLD coHCiri�rE$ue � SILL DETAIL AT ENTRY DOOR � SCALE: 3'=1'-0" DT-07 � i � , (� . . � � .. __,-: ._._....,__..._. __.__�,... �� i� =-t�--��r� ..ROOF..LEVEL... ............... ... ... ............... . - - - -- - .. . .. .... ... ........... ,TOP PLATE LEVEL -_—__ -- �N� OP'% ��' �� ;EI�;SII ,�• �• !1!:!I!!�II: ,��',�I1111�11111�1111 ' ,.�uiiinin��un�ninriu .�.nimiu�.�iun�iu�unuiu� ��• ..d,�lllll�llll'�Iill�llll'.�IIIII�IIII 1 ��:aia:s:s�a�um��ms�ie::s:,s:sai�::u,en�e�� .�.niiirnm�iqmnm�innrmn�nuirniiirm, O � . : � - ��• A � � S 0 U T H E L E V A T I 0 N SCALE:1�4"=1�-0� ELEVATION NOTES: 1. EXTERIOR WALLS:"LA HABRA STUCCO"CEMENT PLASTER,COLOR AND TEXTURE SELECTION BY OWNER AND SHALL BE APPROVED BY PIANNING DEPARTMENT(SEE NOTE 15 BELOW). 2. TRIMS:CEMENT PLASTER FINISH OVER 2x4 FOAM SHAPES,COLOR IN CONTRAST WffH WALLS,AS SELECTED BY OWNER AND SHALL BE APPROVED BY PLANNING DEPARTMENT(SEE NOTE 15 BELOW). 3. ROOFING:COMPOSfTE SHINGLE ROOF.COLOR SELECTION BY OWNER AND SHALL BE APPROVED BY PLANNING DEPARTMENT(SEE NOTE 15 BELOW). 4. FASCIA/GUTTER:2x8 FASCIA BOARD w/5-1/2'OGEE G.I. FASCW GUTTER,PAINTED.COLOR SELECTION B`(OWNER AND SHALL BE APPROVED BY PLANNING DEPARTMENT(SEE NOTE 15 BELOW). 5. WINDOWS:VINYL DUAL PANE WINDOWS BY'1/IKING"OR EQUNALENT.COLOR SELECTION BY OWNER AND SHALL BE APPROVED BY PIANNING DEPARTMENT(SEE NOTE 15 BELOW). 6. EXISTING 5ECT10NAL ROLL UP GARAGE DOOR,COLOR SELECTION BY OWNER AND SHALL BE APPROVED BY PLANNING DEPAftTMENT(SEE NOTE 15 BELOW). 7. WEEP SCREED O+4"MINIMUM ABOVE FlNISH GRADE(2"ABOVE PAVED AREAS). 8. PROPOSED STONE VENEER WAINSCOTT o/SCRATCH COAT OF STUCCO. 9. PROPOSED BUILD UP COLUMN w/STUCCO FINISH AT COVERED PAi10. 10. CAST IRON STEEL RAILING. � 11. ROOF COVERING SHALL CONSIST OF MINIMUM CLASS'A"RATING AS PER SECTION 1507 OF CRC 2013 EomoN. / � 12. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WfTHMANUFACTURER'S SPECIFICATIONS. 13. PROVIDE iW0 LAYERS OF GRADE b"PAPER OVER ALL WOOD BASED SHEATHING. / � 14. PROPOSED/EXISTING SUB-FLOOR VENTIU1T10N VENT. 15. ANY CHANGES TO THE APPROVED COLORS,MATERIALS AND EXTERIOR FINISHES SHALL BE REVIEWED ANO APPROVED 81'THE CITY OF CUPERTINO PLANNING DMSION PRIOR TO INSTALLATION/APPUCATION. /�� 1 :>:;z:?::;;i::::::::: 1 `:::s:2'::%�i::>::>:�::� II ::::;;::i::;:::::;:::: ��,� :::>::i::>:::::;:::#i:: 1 0 � �I i '�'€��"`��((��. If'•�:�:�i:.�l::�o..,,\ 1:� :�E;_ ,�� • ��'��iE�:':'z. �'�r:,�7''Jr�,�:•J��:•��>_•J;�>::;.,);.�:;.i;;<r.��,7t : :. . .W:�.�tr?.'fr'.�.',��..v,�°.Y.;-::;�:�>�:�>_:,:�.T��t?.'�: �. _____TOP_PLATE LEVEL \Q4y/�, �`�'fJ �y\� F \ PLATE LEVEL AT ��PORCH%FOYER ■i��.��i�i��i��i�i��.��i��i�i��.��11�1�1��'.i11��111�1�111�1�1�1��.�111�� i�._ ��• :'.::l:'.��:l11SlIIiiCl:::i::71!.711::1!lS::i:ll::��l::1':lII:iZl:::iSl�l!''GIIS:I�::l:i:!":i�H:1,G:lIC':::::i°•l:Ilililllt7l::ti:::::li.. " IIII�IIIIIII1111�I1111111111�I1111�I1111�11111�I1111�II111�11111�11111�11111�I111��°.��I�IIIII�IIIII�IIIII/plll�lllll�lllll�lllll�lllll�� . I — � � � � ' :::`::::�:'� O ,::;`:::i':ii:�. — — :::: O — ;.;i.;'.:'.:: , ' :::.::::.:''?2.:: --- , � •�' � � � NORTH ELEVATION � SCALE:t/4'=1'-0' � 1 � � ! �� a � 0 0 t � T O� N � v �� Y N � 3 � c � v�t tii — e+�c�i m p E N m � Gf � � �� U � � L^, W W � � O � � O >^' � -`-° 2 W J 0 � �� p � �' V � � Q� � � � O � L � � Q. (� M � � v � � /L� � 6L � � �+ � Q UNAUTHORIZED CHANGES: fT IS THE CLIENT�S RESPONSIBILfTY PRIOR TO OR DURING CONSTRUCTIO TO NOTIFY THE DESIGNER IN WRRIN OF ANY ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICAiIONS OF WHICH A CONTR4CTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND MEfHODS OF CONSTHU- CiION SHOULD REASONABLY BE AWARE OF.WRf1TEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SHALL BE RECENED FROM THE DESIGNER PRIOR TO iHE CLIENT OR CUENT'S SUB-CONTRACTORS PROCEEDING WfTH TNE WORK.TFIE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN THE CONSTRUCTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERiY OF ARJC INYESTI�IENTS,AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WITHOUT THE WRf1TEN AUTHORIZATION OF ARJC INVESTI�IENiS. �eRE98/ r••- ��T ;Qj� � ~ �� O ` No.52138 IsR m * Exp.12/31/16 * �T CIV1b �T�' 1 P T �OP CAL�rO M. 1�1�6�11 M7E � PINIlMi PC COAIAEMIS 02-�Y01S WRIEA,'IqNS-IC ��5 04-17-Y013 1 WMECIqrg_C uoo rie �oe rn. OES6NER LG 1E.V9011 oaMn ar i.c. u�� ,w.�y zou pECIQD B!lF SfIIE AS Fq1Ni 5lFF,Iq. 7 a sms SNCCO OVER BUILDING PAPER 2x4 STUD WALL INTFRpR FlNISH HEADER-SEE PUW WOOD TRiM,SEE ELEVATION SLlOE WINDOW,FlX GLAZE SIAN 4 JAMB DETAIL AT WINDOW SCALE: 3�=1�-0� DT-14 N�: ONE LAYER�30 fELT EA�E OVERWWG SWLLL BE UMIIED TO 12 MA1(.WHEjiE F�(TERIOR WALL.IS LOCATED AT 5 fROM PROPERTY LINE. COMP.SHINGic ROOF ROOF RAFfERS,SEE PLAN /�� `,`` '--•-- �. ` � 2 z��BLOCKING W1 ; '•. 3-1 2 G1 SCREQdtU VENT �"' HOL S BLOCK t ; � 2xTRX�1 OVER 2x FASCtA 5 stuo wa.l. } SRJCCO OVER BUILDING PAPER G1 GURER WHERE OCCURS J EAVE DETAIL SCALE: 1-1/2"=7�-0" DT-21 �4 WIDE FLASHIN ROOF PRCH 6:12� METAL fIASfNNG W/t-1/2'H RIDGE O CENTER COYPOSRE SF�NGLE ROOF ,� ROOF R�FTERS,SEE PLAN SOIJD SHEAiHING FULL N7QTH OF YALLEY FLASHING 2 VALLEY FLASHING DETAIL scn�: �-�/z"=i'-o' or-2z COAIPOSItE SHINGLE ROOf ON sou�sri�,nNc .�' ROOF RAFfER,SEE ROOF PLAN ��'� .� RIDGE BOARD.SEE ROOF PLAN � RIDGE DETAIL � scn�: ,-�/�"=�'-o• o�-2a 0 0 � J �� 9�—a��5—o6 . . . � � � � . ...� 2'a.l� < . � �//�/�/ �' -,.,-...,�s .�,� �� L,,,,. �� `. .e ,. ... ..... .. -� --..... ..........-- - -�� -...---- , . � ; ; '. :� - - ........................� �- -- - .... - - - - ....................-�-� ..... : : :-•� �,.,, ,: . , . , .�-• , .... � ' ' ---'"' ' - - -_ ............ - - - -- - - -- -................ ...- - - _...._...- - - "=ie;. � �' — — — � . ?_+ ^,:�; � m:� • LOWER ROOF — P;�= I k � � - . -- �° �_ ;_� -- -- ,_,___�_ ; I N ; : Z : • __ _ _ _ _ _ �S2 I ; ' : � � LOWER ROOF .-.::�; ,...: ` :i; : _f:, I '. ' . -�------- '^':r: I � '' LOWER ROOF � : •:z 2'z4' ° SKYLIGHT I — — — 4 IN 12 4 IN 12 .;Ey.12 ROOF SLOPE ROOF SLOPE Q�:)i:F`�:;L�:]:�E� w �� v I z N I -� vo °� 4 M 12 � ROOf SLOPE � �„a I �o W =N I � �� o N � Z 0 �o s I � _ _ W N� ti.'4' ^N ��:�. � Z - - 'a:G l� ' Y 0 :.C: . � � > . a��t? �-�^-._ x . ...r:rr;;I.f:=� . — — � . ��`� i �, _ , . . -�, ................................ ....... --._.........- -- --........ -_, ' �� LOWER ROOF :Y. �...... ....._..... ..��.. ................ . ............ ............. ,., � R 0 0 F P L A N SCALE: 1/4"=1'-0' E $ 0 a t T o� ° � Y V N � �di U � � �Y N -� � � � C � fA L W - cN.� � O E N m � N � �� U � tA L^' W W � � O � N � O > � -E 2 � � o �� o � � V � �` N cn o, � �n o O � o cv O � �' � � � 1..� � � �+ � Q UNAUTHORIZED CHANGES: IT IS THE CLIENT�S RESPONSIBIUlY PRIOR TO OR DURING CONSTRUCTIO TO NOTIFY THE DESIGNER IN WRfTIN OF ANY ERRORS OR OMISSIONS�N THE PlANS AND SPECIFICATIONS OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTHU- CTION SHOULD REASONABLY BE AWARE OF.WRf1TEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SW1LL BE RECENED FROM THE DESIGNER PRIOR TD THE CUENT OR CUEhfT'S SUB-CONiRACTORS PROCEEDING WfTH THE WORK,iHE CLIENT WILL BE RESPONSIBLE FOR ANY DEfECTS IN THE CONSTRUCTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERT'(OF ARJC INVE51?AENiS,AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WITHOUT THE WRfITEN AUTHORIZAiION OF ARJC INVESTMENTS. �REB� (r_ ��',,T�°�� ` No.52136 m * exp.iz/at/ie * OT CIVI�. ?�' 'rF o►�c��r°P �. � a� � wMU.«�rc cw�cxrs ox-xs-zo,e mam.�nwa-�c ww�a rc cw►cxis a-n-sois s c�.,�aa_c aou� �oe u. omwrm tc. �vBan pUMI 9T LG 6CIE Ja.oy 201t CIECIRD 9Y LG �E AS SIqWN SIEET Iq. 8 � � � � � FLOOR AREA CALCULATIONS FLOOR NAME AREA CALCUlATION TOTAL SF FlRST FLOOR AREA A=13.42x14.00=187.88 SF LMNG AREA WILL BE 8=16.33z10.33=168.69 SF =1fi57.23 SF(A,B,C,E,F,G) C=21.5x16.42=353.03 SF �E AREA=439.03 SF D=21.5x20.42=439.03 SF (D ONLY) E=31.25x26.75=835.94 5F pyERED PORCH=52.45 SF F=13.25x6.92=91.69 SF �M ONLY) G=10.42x1.92=20.00 SF M=7.59x6.92=52.45 5F SECOND FLOOR AREA H=4x3.83=15.32 SF LMNG AREA WILL BE 1=30.5Bx15=458.70 SF =921.02 SF(H-L) J=13x7.75=100.75 SF K=21.5x13.25=284.87 SF L=11z5.58=61.38 SF TOTAL LMNG AREA=2578.25 SF(A,B,C,E,F,G AND H-L) LOT COVQtAGE=2148.71 SF(A,B,C,D,E,F,G ond M) L�T COVERAGE,MICLUDING ROOF EAVES=2464.49 SF MA)(IAIUM FLOOR AREA(INCLUDING GARAGE)=0.45 x 6714=302'.30 SF MAXIMUM LOT COVERAGE,Wf�H EAVES=0.50 x 6714=3357.00 SF FLOOR AREA w/GARAGE=3017.28 SF(A,B,C,DE,F,G,H-L)<3021.30 SF LOT COVEiL1GE w/EAVES=2464.49 SF<3357.00 SF 77 S' 15� 11' �_ 3.83' � S E C 0 N D F L 0 0 R SCALE: 1/1'=1'-0' � � , -� � . -�_: ��1-v20%5�-�� :� �.��,�.�`.�.,� �` ti�,� ..:_,.,. < �p �-�� 'rj d �i��i ti:i��;ri ......._. �D�'-�— � � F I R S T F L 0 0 R SCALE: 1/4"=1'-0" E � 0 t � T N � O� r> Y� N L �U ��'. � �Y N � � 3 rn � � N Y • � � p � N m i N � �� V � � L � � O � � � � > � '� T � E 1 Q J 0 �� p � � V � � N c=n �, O � COO � O � � N � � � � t .�,.� � Q UNAUTHORIZED CNANGES: R IS THE CLIENT'S RESPONSIBILfTY PRIOR TO OR DURING CONSTRUCTIO TO NOTIFY TNE DESIGNER IN WRfTIN OF ANY ERRORS OR OMISSIONS IN THE PU1NS/WD SPEGFICATIONS OF WHICH A CONTRACTOR THOROUGFILY KNOWLEDGFABLE WITH THE BUILDING CODES AND METHODS OF CONSTRU— CTION SHOULD RENSONABLY BE AWARE OF.WRfITEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SHALL BE RECENED FROM THE DESIGNER PRIOR TO iHE CLIENT OR CUENT'S SUB—CONTRACTORS PROCEEDING W(TH THE WORN.7HE CUENT WILL 8E RESPONSIBLE FOR ANY DEFECTS IN iHE CONSTRUCTION IF THE PROCEDURES ARE NOT FOILOWED. COPYR GHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN iNSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERiY OF ARJC INVESTLIENiS,AND IS NOT TO BE USED,tN WHOLE OR PART,FOR ANY OiHER PROJECT,WfT}IOUT THE WRRTEN AUIHORIZATION OF ARJC INVESTIAEMS. fipplH� ��T d�� ti � � �C No.52736 * Exp.12/31/16 * �T CIYIV �T�' 're OR CA1.�r�P ND. �� o�h � rw��a rc�rs os-zs-mis �-�c z ww�v�c�rs o�n-sois aa�cnora-�c c�ou� no. oma�x �.c. �veow aa�er �c. u� ,b.,vy anu afa�er�c sr.� a sown s�r ra. 9 w s�rs :. . --�C5�-r�� ... � 9 j� -�l�S �� _---.__r.�._ _ s F' „v Y,r'T L ...��> � � +�i��::r.A � '�7 . . . . . ............ '��. ...�...'��! nSECTION ELEVATION B L SCALE: 1�4"=1�-0� � S E C T I 0 N E L E V A T I 0 N A SCALE: 1/4�=1�-0� � 3 8 y t y T C O � �� N � t � U u? � Y � � 3 � C � L LJJ — � � � � N m 7 N � �� U C � i � � � � O � N � O > � -E � � 2 � � o �� o � �' V � � N c%� v, � o 0 � M � O � � � � t � � Q UNAUTHORIZED CHANGES: rr�s mE cueNT's RESPONSie��m PRIOR TO OR OURING CONSTRUCTIO TO NOTIFY THE DESIGNER IN WRRIN OF ANY ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A CONTRACTOR iHOROUGFILY KNOWLEDGEABLE WfIH THE BUILDING CODES AND METHODS OF CONSTRU— CTION SHOULD REASOW�BLY BE AWARE OF.WRfITEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SHALL BE RECENED FROM THE DESIGNER PRIOR TO THE CUENT OR CLJENT'S SUB—CONTRACTORS PROCEEDING WfiH THE WORK,iHE CLIENT WIIL BE RESPONSIBLE FOR ANY DEFECTS IN iHE CONSTRlICT10N IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: THIS DOCUMENT AND iHE IDEAS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERIY OF ARJC INVEST1AENi5,AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WfT}10UT THE WRRTEN AUiHORIZATION OF ARJC INVESTMENiS. �E9a� =��T��R� � O No.52136 * E:p.t2/31/16 * g' CIVIL �'�' 're�R CAL�rO� no. �vsw aic � ww�o Pc�rs ox-ss-sois �uis-�c z R�n�a rc cw�orrs a-n-m�s �u�s-c �� . OE510NER 4C. �EV9�11 ��. �G � ,a.v„�,. aEa�ar�c s� �s sowri 51EEf 110. 10 � � LEGEND� � GAZANIA AREAS 12"O.C. VINCA AREAS 12"O.C. W W DROUGHT RESISTANT FESCUE TURF SOD � � . PROPOSED 5 GALLON CONTAINER SHRUB � PROPOSED 5-GALLON CONTAINER SHRUE QUANTITY BOTANICAL NAME SIZE TREES: 2 GINKO 24"BOX 5 MALALEUCA LINARIFOLIA 24"BOX SHRUBS: 11 ABELLA EDWARD GOUCHER 5GC 3 NANDINA DOMESTICA'COMPACTA' 5GC 14 JUNCUSPATERNS'CARMAN'SGRAY' 1GC 6 AZALEA'BRILLIANT 5GC 7 VIBURNUM DAVIDIL 5GC 6 NANDINA'FIREPOWER' 1GC GROUND COVERS: AS REQUIRED GAZANIA UNIFLORA(WHITE)-AFRICAN DAISY AS REQUIRED VINCA MINOR-DWARF PERIW WKLE GENERAL NOTES: 1. THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE OF PRIVACY PROTECTION AND REQUIRED FRONT YARD TREE. 2. FOLLOWING COMPLETION OF CONSTRUCTION,AN AFFIDAVIT FROM AN ISA-CERTIFIED ARBORIST SHALL BE PROVIDED CONFORMWG THAT THE NEW TREES HAVE BEEN PLANTED PROPERLY AND ACCORDING TO PLAN. 3. A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR MATERIALS/FINISHES,TREES,LANDSCAPING AND SITE WORK. �'�� . r .�k r��l'0��15-n6 F . � .>>:,�.�� .��-.. �'a . ..,._.�... .,...i�_i��°3 � i�''J`�'C� _ fo ��l—/,� �_:,_ 4y. ... . .. .... ., ,... ... �N•� � .. .. ...... . � � � O � 8 ABELL•,4 EDWARD GOUCHER 5 GA EDWPiRD GOUCHER ABELLA 2 NANDINADOMESTICA'CO� 5 GA HEAVENLY BAMBOO 7�JUNC US PATERNS'CARMAN, 1 GA GRAY:CAUFORNIA RUSH 7 JUNCUS PATERNS'CARMF 1 GA GRAY:CALIFORNIA RUSH 3�ABELL•A EDWARD GOUCH 5 GA EDWFtiRD GOUCHER ABEL 6�AZAL�,4'BRILLIANT' 5 GA BRIGt{T PINK SUN AZALEA i-, .....�. � O O ..�.� � , � � � � �� ' �� I�' � ........_... � 5�MALALEUCA LINARIFOLIA 2a°eox ____■___ .� � �cu� �cu-� �sn� �cu� �u.tv�. .. - -- -�� `---'-�: :...,-.:..; •. - - -- ...- � ��'< � �'-' - - - -- - -�=-; : . .-�� . . . . . . . . ;: � _< �-'< ��'-; o,..:..:'':_ � . . . . . . . �'< � �'. ;_..,-.:..: _ - :. .;.: i.._.:..� '•.�..:..,�i .,.f.... �. ; ; _ '' �- . . . . : . . :�ti;;.. ,..y� '��S . ;...,-.:..; ;-�-�-'-�< �--=- -�''C , : - - . . . . . . . : TAMPED:--� � :.:.: . :...€-� . . . . . . . . . . . , .ON.CRET.E.,..:.,� ,.....:..:.:�.- E.,•E....� ; ::�; ::=; :-.- P UN - . . o . . . . . . . . . � • .:-�< :---�-'--� :......:... :.��: — - - - - I -- .- , �'' � �:..: � :.:--'� :"' - -- -- - � � ; ; • �� (TY 0)� :-�--: %c :• . :. . :-:a :...:.;..: -�.�. :-..--• .. . . �_�.� � �"'"'"""'"'""'"__v"�:-�--'-; .'5�,. .� -- - - -- - � '_� •' • � '' E; i.:;>.:.,,: •,..;..; ; - -- - - -- - - - - - - :j 1; �- - -- _--- ----- --;��'_��- .-:. ', • � � �'��= � � :=i -'-�-�--'--; :--.-=-�; :.-.,-.;..�- -'_ __ __ _ -:.,..; i :��- ' '' .. ....---��-------�----�---• . . : 2nd Fbor Window ;.-y �2nd Story Location - : � � �--� _� N _ : � � .-� c N � : :..:.._� z-: .;,:.,; f ..........................�- o; �....'�� 2nd Siory �; .. ..,.�.,, a: 'i .,��...,�<,.�f o �i --� ...... N __'7 �.... N F S�G�� ..� � .,.....;: .,...._•... - .,,. •.: o a ,..,,<i i 2nd Sto 0�,��E.� ""� ' '= -----•.............ry�----• ,.... �� ''�. -- 2nd Floor �'''"" Window ' �..,,�. % `..:.. -�; .,- .i ;2 � , ..,. ., -., , nd Si .... ---- - - - ,_,. _._.°fV Location �p, f �--.,. ...--�-�-�--- -- 0 1..1:.::::€.:i::i.:�:::1: � '• �'• ��i ,.. ��.....:.;.: '; ��N . - I , F ,,.r ........:.:........: ; s�ch� E- �.S_..(_.i..i..f...E...�...E...i._l i � � .'�.✓: :. ..2 .>> ..,...... . ..,�..,.,....)�: _"_ ___ '___ _" ____________________....�....r._.. ....}...` ' ... ....,.�...;� � .. :, .. :. f : _ �.i.:;- ..} . .,.. _ :I�' ' �-- -�-`-�- - �� ...1 �,... ,.,. .j„.��'...,��`�.,..� :; Ei�i�•i:; �..�..'•.-E '-�- � � �-`-` • ��. .,:<,,�_.j...'_.,.`;_ :.' .,, ,.,.�....:.... .:... ..:'� - - - - :..:: :..::.........::..::.. . . .'p�:: �:: , •;:..:':/::�: ; '•:: f..l..E...E...1...1..:.� � � � f:r',,':.`a ,..:..,.�:..,;.<.�..;'.�:'••:::.;. . o • "�• •. .. .. :.,; ;. . - .,.,. �:,:� .... ............ .., . . � :r:� € i E �.�i �::.;:::;.:;;`.. , . ..,, 1rr.' E I t . ..............: ETL`�LL� ' . . '4r.i E i i �; .,, .. •-r. . , ,,, ,,,,,,,,,,,,,,, ,< . .•. •. �• ;• , , , .;..,.,,c...i,t., :� �.; �;s .i, -- -- r, '•�-...%.-.. :. .��..�...:..�.�..� .E...�.:�...:...�'.S ,..,, .�,.... ...... , , ..,�.,,.�-a .,;. ;... .,�..�i�:.. .,�%.,: ''� � ..��...� _' "' '' ' ....: .., ." ,:..::.., .,....A......_,:•.,.. .E;I-'.l t-i--`-I-:1--.'--.'--f.s'; i ��:. ,. :....:::::::.....:: ,,..,.,,.... 1<� �- � 3_3 � t t-'• -E; �� ,... .,,,..,,. :PROPOSE��nwN; �:i E 1 I E l. E , ,� ,... ..,...., ...,,... ., €..i. :E. 1,.� t t.: 4f �t . .� _ L:�L�_:1�— -� �.,,yl .......... ... —,.—r,,.... „ . .�<.,.,. ::;::; � " � � , _ Q. ` .� �2a�•aox 7 VIBURNUM DAVIDIL 5 GAL DAVIDIL VIBURNUM —FRONT YARD TREE, AS REQUIRED PER R1 ORDINANCE � P R 0 P 0 S E D L A N D S C A P I N G P L A N SCALE: 1'=10'-0" A DOMESTICA'COMPACTA FL 6�N AN DINA'FIREPO W ER' 1 GAL DWARF HEAVENLY BAMBOO E U °o r � T N � O� c'� �p �� N � l0 a�U � ,L,T, iri �-Y N � � @ � C � tn t W — c�� U 'm cN.��° O E c�m > c> � �� V � � L � Q � O � O > � C 2 `° Q J �O � (p � U � o � � � V- N � � � � � � O O � o cv Q. Ur M � � � ^L � {..L ^' W � ♦� � Q UNAUTHOR�ZED CHANGES: R IS THE CUENT�S RESPONSIBILITY PRIOR TO OR DURING CONSTRUCi10 TO NOTIFY THE DESIGNER IN WRRI OF ANY ERRORS OR OMISSIONS IN THE PIANS AND SPECIFICAiIONS OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WfTH THE BUILDING CODES AND METHODS OF CONSTRU- CTION SHOULD REASONABLY BE AWARE OF.WRf1TEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SHALL BE RECENEO FROM THE DESIGNER PRIOR TO THE CUENT OR CUENT�S SUB-CONTR4CTORS PROCEEDING WRH THE WORK.THE CUENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN THE CONSTRUCTION IF THE PROCEDURES ARE NOT FOLLOWED. COPYRIGHT: TH�S DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN INSiRUMENT OF PROFESSIONAL SERVICE IS THE PROPERiY OF ARJC INVESTMENIS,AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WfTHOUT THE WRf1TEN AUTHORIZATION OF ARJC INVESTMENiS. �. � �.� � RMIIRIC PC COM�O/15 UY-7S-YD16 CONECf1016-IC � ��R 04-17-2D15 WI9ECf1016-IC GDD� roB rq. oESp+Q+ �c. ��ar� UINMp B! 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MARKING AREA DESCRIPTION AREA HARDSCAPE A1 DRIVEWAY — PAVERS 508 SF A2 CONCRETE STEPS — WALKWAY 192 SF A3 WALKWAY — CONCRETE 111 SF A4 CONCRETE 44 SF A5 STAMPED CONCRETE 1285 SF TOTAL HARDSCAPE AREA 2140 SF MARKING AREA DESCRIPTION AREA LANDSCAPING A6 BUSHES AND GROUNDCOVER 138 SF A7 LAWN AND BUSHES 1375 SF A8 LAWN AND BUSHES 591 SF A9 TREES AND GROUNDCOVER 318 SF TOTAL LANDSCAPE 2422 SF � L A N D S C A P I N G A R E A C H A R T P L A N �� SCALE: 1'=10'-0" �+101.24 E $ 0 0 yy t q T N � O� M Y ef N tp �O' � f0 � � U U �Y N -O�' � � � C � tq L W — cN+� m p E N m � N � �� U � � i � N �- � O � O > � C 2 Q J � a�i � � � L U � � � � N � O � o � c0 � � M � o �- � � � � Q UNAUTHORIZED CHANGES: IT IS THE CLIENT�S RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTIO TO NOTIFY THE DESIGNER IN WRRI OF ANY ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A CONTR4CTOR THOROUGF�Y KNOWLEDGEABLE WffH THE BUILDING CODES AND METHODS OF CONSfFtU- CTION SHOULD REASONABLY BE AWARE OF.WRfTfEN INSTRUCTIONS ADDRESSING SUCH PERCENED ERRORS OR EMISSIONS SFiALL BE RECENED FROM THE DESIGNER PRIOR TO THE CUENT OR CLIENT'S SUB-COIYTRACTORS PROCEEDING WfTH THE WORK.THE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN THE CONSTRUCTION IF THE PROCEDURES ARE NOT FOILOWED. COPYRIGHT: THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN,AS AN INSTRUAIENT OF PROFESSIONAL SERVICE IS THE PROPERiY OF ARJC INVESTMENTS,AND IS NOT TO BE USED,IN WHOLE OR PART,FOR ANY OTHER PROJECT,WffHOUT THE WRf1TEN AUTHORIZATION OF ARJC INVESTMENTS. �. � �,� , �«.«�� -�.�,a ��-� , ��,�,� �-,�-�,s �-� GOD FI.E JOB Ip. OESIGNEN LC. IEVB011 pNNM BI LC. 69E .Na..201] CIEC��BY LC. SCME AS STqNM s�r�o. L2 � �