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Combined Set_9.pdf • �S • � ( � DESIGN . u er � no a , GENERaL coND�T�oNsmroTEs P R OJ ECT DATA S H EET I N D EX S C 0 P E 0 F WO R K ARCHITECTURAL SHEETS ADDITION OF 528 SF OF SECOND FLOOR WITH 2 BEDROOMS AND 1 BATHROOM. 1. All material stored on the site shall be properly stacked and protected to prevent damage and deterioration until use. ASSESSOR'S PARCEL NUMBER: 362-25-046 RECONFIGURE EXISTING BATHROOM ON FIRST FLOOR. Failure to protect materials may be cause for rejection of work. A0.1 COVER SHEET ADDITION OF STAIRS FOR THE SECOND FLOOR ACCESS ZONING: R1-6 A0.1A AREA CALCULATION TAKING 50 SF OF THE GARAGE SPACE INTO THE HOUSE FOR OFFICE AREA. 2. All construction and materials shall be as specified and/or as required by the adopted edition of the California NEW WINDOWS FOR THE WHOLE HOUSE Building Code and all local and national codes and authorities which are applicable. LAND USE DESIGNATION: RESIDENTIAL LOW DENSITY (1-5 DU/AC) BMP BEST MANAGEMENT PRACTICE PLAN NEW FURNACE AND AIR CONDITIONING 3. All products, materials and finishes to be installed per manufacturers specifications--no exceptions. NAME OF OWNER: BANDEWAR MAHESH / BANDEWAR SHILPA M A1.0 CALGREEN CHECKLIST 4. All required Exit doors shall be operable from the inside without the use of a key or special knowledge or effort. NET SQUARE FOOTAGE OF LOT: 7,140 SF A1.1 EXISTING AND PROPOSED SITE PLAN 5. The General Contractor shall verify all dimensions and site conditions prior to commencing any work. The General A1.2 LANDSCAPE PLAN / SCREENING PLAN � EXISTING AREA: 2179 SQ.FT. V Contractor shall notify the Architect / Owner of any discrepancy of these plans and specifications. A2.0 EXISTING FLOOR ROOF PLAN AREA OF GARAGE: 482 SQ.FT. � --- � 6. The General Contractor shall maintain the job site in a clean, orderly condition free of debris and litter, Each TOTAL HOUSE AREA: 2�661 SQ.FT. A2.1 PROPOSED FIRST FLOOR PLAN ^ l subcontractor immediately upon completion of each phase of his work shall remove all trash and debris as a result of -., �J.,� his operation. The job site shall be left clean and swept each day by the end of work that day. FIRST FLOOR AREA FROM 50 SQ.FT. A2.2 PROPOSED SECOND FLOOR PLAN , � �� ,;-.L..�,..-. GARAGE CONVERTED TO LIVING SPACE: � . �� 7. No po�tion of the work requiring a shop drawing or sample submission shall be commenced until the submission has A2.3 PROPOSED ROOF PLAN _ been reviewed and acted upon by the Architect / Owner. All such portions of work sholl be in occordonce with the SECOND FLOOR AREA ADDED 525.18 SQ.FT. � = �Hillview Bibfe Chapef �� reviewed shop drawings and samples. A3.0 EXISTING & PROPOSED ELEVATION � � �- ^ l NEW AREA OF GARAGE: 432 SQ.FT. - - ��'� 8. The contractor shall confine o erations at the site to areas ermitted b law, ordinances, ermits and the contract A3.1 EXISTING & PROPOSED ELEVATION '� Rc�l�i:�de�l Way � � � documents, and shall not unreas nably encumber the site with any material or equipment. p TOTAL HOUSE AREA WITHOUT GARAGE: 2�754 SQ.FT. � y .�, A3.2 EXISTING & PROPOSED ELEVATION TOTAL HOUSE AREA: 3,186 SQ.FT. 7 '� St Andrew 9. Should an error appeor in specificotions or drowings, or in work done by others, offecting this work, notify the A3.3 EXISTING & PROPOSED ELEVATION ° - ��' Arrnen€an Church � Architect ot once for instructions os to procedure. If contractor proceeds with work affected without instructions from FAR: (INCLUDING CHIMNEY) 0.44 d ,�; 70 South Stelfing Raad the Architect, the contractor shall make good any resulting damage or defect. A3.4 STREET VIEW --: � � HEIGHT 25' MAX <28' � `�,��.ur�.hill Ct '`' •-� 10. Should conflict occur in or between drawings and specifications or where detail references on contract drawings A3.5 SECTIONS _. � .-� o have been omitted, contractor is deemed to have estimated the most expensive materials and construction involved N0. OF FLOORS: 2 ^ l � � unless he shall have asked for and obtained written decision from Architect as to which method or materials will be T-1 TOPO PLAN G , `JJ � � required. TYPE OF CONSTRUCTION: V-B ._ _ ''-' �..� OCCUPANCY GROUP: R-3 / U � � � � o 11. All patching, repairing and replacing of materials and surfaces cut or damaged in execution of work shall be done �, � � with applicable materials so that surfaces replaced will, upon completion, match surrounding similar surfaces HOUSE IS FIRE SPRINKLERED NO � -- �� {`:�;"f � � � � � "-" � o � 12. See documents prepared by the Civil Engineering, if applicable, for all finish grades, drainage and site details. LOT COVERAGE 3174.16 SF = 44% = SITE � � � Review all site utility documents, landscape and irrigation documents prior or commencement of any under grounding or ; . �� ' "� � .� trenching. Notify the Architect immediately of any discrepancies of the contract documents. (INCLUDES FIRST FLOOR HOUSE GARAGE, PORCH, CHIMNEY 13. Construction contractor and his subcontractors agree that in accordance with generally accepted construction EAVES OVERHANG) -- �'`'�='^� ! � , practices, construction contractor and his subcontractors will be required to assume sole and complete responsibility for -. job site conditions during the course of construction of the project, including safety of all persons and property, that -. this requirement shall be made to apply continuously and not limited to normal working hours, and construction APPLICABLE CODES contractor and his subcontractors further agree to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, except liability arising from 2016 CALIFORNIA BUILDING CODE - CCR TITLE 24 PART 2 the sole negligence of design professional as identified in item # 14 of these general conditions. 2016 CALIFORNIA RESIDENTIAL CODE - CCR TITLE 24 PART 2.5 14. General Contractors, Sub-contractors, Builders, and Owner are to check all drawings for errors and omissions prior 2016 CALIFORNIA ELECTRICAL CODE - CCR TITLE 24 PART 3 LOCATION MAP to commencement of construction. Any errors and/or omissions must be reported immediately to the Architect in 2016 CALIFORNIA MECHANICAL CODE - CCR TITLE 24 PART 4 writing prior to commencement of construction. The Architect will not take liability for any errors and/or omissions not reported immediately in writing prior to commencement of construction. The Architect's liability for the total project 2016 CALIFORNIA PLUMBING CODE - CCR TITLE 24 PART 5 shall not exceed one thousand dollars. 2016 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS -CCR TITLE 24 PART 6 2016 CALIFORNIA HISTORICAL BUILDING CODE - CCR TITLE 24 PART 8 15. All screws/nails in finish woodwork to be countersunk and filled smooth with putty to match finish. 2016 CALIFORNIA EXISTING BUILDING CODE - CCR TITLE 24 PART 10 16. If the manufacturer's specifications and applicable codes are not consistent with each other, notify the architect 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE - CCR TITLE 24 PART 11 immediately prior to commencement of any work and await direction or contractor accepts full responsibility of work 2015 INTERNATIONAL EXISTING BUILDING CODE, APPENDIX CHAPTERS A2 AND A5 comp�eted.. GENERAL NOTES : 17. All sum board to be a minimum of 5 8" TYPE "X" sheetrock, smooth finish or as otherwise indicated on THE APPLICABLE CODES ARE AS AMENDED BY THE STATE OF CALIFORNIA AND THE CITY 1. iHIS SHEEf IS PART OF A SEf & IS NOT TO BE USED ALONE. 9YP � 2. PLEASE DO NOT SCALE THE DWG. drawings. Install as needed to meet applicable codes. Use radiused corners. OF CUPERTINO 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 18. Electrical, Mechanical, Plumbing, Fire Extinguishing System and Fire Alarm System to be Design�Build. 4. THESE PIANS AND PRINTS ARE OWNED BY THE ARCHITECT h ARE FOR USE ON THIS PROJECT ONLY 5. COPYRIGHT 0 OF ARCHANA JNN. 19. A delta ('�o'�) symbol located at the top right hand corner of any drawing indicates that drawing has been significantly revised and should be treated as an entirely new drawing. ARCHITECT SHEET NAME : 20. Contractor to protect all interior spaces (as required) from any weather, theft, or vandalism. ARCHANA JAIN 21. All walls floors and ceilings are to be finished to match existing adjacent surfaces. All new finishes and fixtures 1631 VILLARITA DR are to be approved by owner or architect, prior to installation. CAMPBELL, CA 95008 COVER SHEET 22. Relocate or install new plumbing, gas, and electrical lines (as required) for the new construction. PHONE: (408) 679-2333 AJSDESIGNS�HOTMAIL.COM 23. Contractor to dispose of all debris at an approved dump site per all Town, County, State and Federal regulations. 24. Contractor to notify owner and architect if he suspects that any asbestos is on site and stop work immediately REVISIONS BY until authorities have proved the work to be safe. 25. Smoke detectors shall be installed in all bedrooms and halls. � 26. All roof flashings to be primed and painted with rust proof paint. � 27. Bidding � - The contractor needs to examine all the drawings and the site conditions if they are different from the drawings verify all the existing conditions on site and notify the architect prior to any construction � Please bid for max. of 10 colors in a bid, not exceeding 4 colors in any given room at a time. � 28. All wood coming in contact with concrete must be pressure treated, typical. 29. Contractor & sub-contractor's responsibility to make sure that all materials installation & craftsmanship for this project � meets all applicable codes. 30. Incorporate best management practice (cbmp's) into construction plans & incorporate post construction water run-off DRAWN• measures into project plans in accordance with the city's urban run-off pollution prevention program. � 31. All exterior plaster finish shall be 7/8" smooth cement plaster finish unless otherwise noted. CHECKED: 32. Plaster expansion joints should meet the following criteria or as shown on the drawings. �A�' 5�5�17 a. no length should be greater than 18 ft. in either direction. b. no panel should exceed 144 sq. ft. for vertical applications SCALE• c. no panel should exceed 100 sq. ft. for horizontal, curved, or angular sections d. no length-to-width ratio should exceed • AS SHOWN 2 ��Z to 1 in any given panel. JOB No.• 33. Flashing provider to prime and paint with rust proof paint all flashings. ' I AM THE RESPONSIBLE ARCHITECT OF RECORD ON THIS SHEET No.: PROJECT AND WILL BE RESPONSIBLE FOR REVIEWING AND COORDINATING ALL SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING DEFERRED SUBMITTALS, FOR A O . I COMPATIBILITY WITH THE OVERALL DESIGN OF THE BUILDING. • �S • � ( � DESIGN . u er � no a , � V � 4.� r� . � 4�� o�° = �' � N 5.63 SF � '� � � A 47'6" 5.63 sf � `� 1 0.47 SF �I>'6" "� � � � I� I �� I II � � �3'S.5" � I � � 0 I I � � � I I � �� I I ? �� 2�g.5� sF I I � � .� � � I � � � � � o � Q � � � 0 1738.9� SI I 261250 SF � '-' � � I I I � 1 8'3.5" I I K � �o� 149.52 SF � � L � 156.15 SF � �� 10.4/ SF � 21 ' 21'6" 0 E � I 15'1 0.5" °' 1 45.1 2 SF � � � ZZ I I � M � 3 g g g s� � " � � GENERAL NOTES : 37.33 SF � 13.77 SF � 25 7.25 S F � I � � 1. iHIS SHEEf IS PART OF A SEf & IS NOT TO BE USED ALONE. 9 4 I � 2. PLEASE DO NOT SCALE THE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT � 2 � 2'7" I I � TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. F I � 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT h ARE FOR USE g�7" ON THIS PROJECT ONLY 432 SI 13.77 SF I S I 5. COPYRIGHT 0 OF ARCHANA JNN. �' 1 4.37 SF �� GARAG F � c� _ I I � SHEET NAME : N I I GROUND COVERAGE INCLUDES I I ROOF OVERHANG, PORCHES R � � CALCULATIONS �� 541 .66 SF � �' LOT COVERAGE � P 5.63 21 ' 26, Q 2612.5 REVISIONS BY R 541.66 � S 14.37 GROUND COVERAGE TOTAL 3174.16 � FAR DIAGRAM �oT � COVERAGE 3174.16 7140 0.44456 � FAR CALCULATIONS FAR = 3185.86 7140 0.446199 � A 10.47 � B 1738.95 C 10.47 D 257.25 DRAWN: E 145.12 F 13.77 CHECKED: G 38.88 DATE: 5/5/17 H 13.77 I 432 SCALE: J 219.51 AS SHOWN K 149.52 JOB No.: L 156.15 SHEET No.: TOTAL 3185.86 � O . � � RESIDENTIAL MANDATORY MEASURES CALGREEN RESIDENTIAL CHECKLIST - MANDATORY CHAPTER 4 ITEMS TABLE 4.504.1 TABLE 4.504.3 APPENDIX A4 COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION RESIDENTIAL MANDATORY MEASURES ADHESIVE VOC LIMIT'2 VOC CONTENT LIMITS FORARCHITECTURAL COATINGS23 CUPERTINO ALBERT SALVADOR,P.E.,C.B.O.,BUILDING OFFICIAL � Less Water and Less Exempt Compounds in Grams per Liter Grams of VOC per Liter of Coating, � >� � ARCHITECTURALAPPLICATIONS VOC LIMIT Less Water and Less Exempt Compounds RESIDENTIAL VOLUNTARY MEASURES 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 Indoor carpet adhesives 50 COATING CATEGORY VOC LIMIT � � Division 4.3-WATER EFFICIENCY AND CONSERVA- 4.303.1.4.2 Lavatory faucets in common and public Carpet pad adhesives 50 Flat coatings 50 (408)777-3228•FAX(408)777-3333•building(v�cupertino.orq TION use areas.The maximum flow rate of lavatory faucets Outdoor carpet adhesives 150 Nonflat coatings 100 Division A4.3-WATER EFFICIENCYAND CONSERVA- SECTION A4.304 installed in common and public use areas (outside of Wood flooring adhesive 100 Nonfi7at-high gloss coatings I50 TION OUTDOOR WATER USE PURPOSE: dwellings ar sleeping units) in residential buildings sPEcia�rv coaTwGs �E��G N SECTION 4.301 Rubber floor adhesives 60 Note: Section A4.304 amended b the Emer enc Su le- shall not exceed 0.5 gallons per minute at 60 psi. Y g Y Pp GENERAL s�bfloor dahes��e� 5o aium��um root'coad��s 40o ment. The 2016 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or 4.301.1 Scope. The provisions of this chapter shall establish 4.303.1.4.3 Metering faucets. Metering faucets when Ceramic cile adhesives 65 Basemenc specialry coacings 400 SECTION A4.301 alteration increases the building's conditioned area,volume,or size and also applies to all new low-rise residential installed in residential buildin s shall not deliver mare GENERAL A4.304.1 Rainwater catchment systems.An approved rain- the means of conserving water used indoors,outdoors and in g vCT and aspnalt tile adhesives 50 Bituminous roof coatings 5o watcr catchmcnt s stcm is dcsi ncd and installcd to usc rain- buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise wastewater conve ance. than 0.25 gallons per cycle. sicuminoUs root r;mers 350 (Reserved) y g disturbed are not sub'ect to the re uirements of CALGreen. Y Diywall and panel adhesives 50 P water generated by at least 65 percent of the available roof 1 q 4.303.1.4.4 Kitchen faucets. The maximum t7ow rate Cove base adhesives 50 Bond breakers 350 area. Rainwater catchment systems shall be designed and Ban�fQWar ReSIC�@I1Ce SECTION 4.302 of kitchen fiaucets shall not exceed 1.8 gallons per min- Multipurpose construction adhesives 70 Concrete curing compounds 350 SECTION A4.302 installed in accordance with the California Plumfiing Code. ProjeCt Name: DEFINITIONS ute at 60 psi.Kitchen faucets may temporarily increase Strucmral glazing adhesives 100 Concrete/masonry sealers 100 DEFINITIONS A4.304.2 Potable water elimination. When landscaping is � �7Q S Stg��ln Rd the flow above the maximum rate,but not to exceed 2.2 Drivewa sealers 50 ProjeCt Address: g 4.302.1 Definitions.Reserved. Single-pty roof inembrane adhesives 250 Y A4.302.1 Definition.The followin term is dePined in Cha provided and as allowed by local ordinance,a water efficient � gallons per minute at 60 psi,and must default to a max- Dr fo coatin s I50 g p imum flow rate of 1.8 gallons per minute at 60 psi. Other adhesives not specifically listed 50 Y � & ter 2. landscape irrigation design that eliminates the use of potable Addition of 528 sf of second sto Pro ect Descri tion: ry SPECia�Tv aPPUCaTioNs Faux finishing coatings 350 water beyond the initial requirements for plant installation � p SECTION 4.303 REFERENCE EVAPOTRANSPIRATION(ETo). INDOOR WATER USE Note:Where complying faucets are unavailable,aera- PVC welding 510 Fire resistive coatings 350 and establishment should be provided. Methods used to I I tors or other means may be used to achieve reduction. CPVC welding 490 Floor coatings 100 accomplish the requirements of this section must be designed InstruCtions: 4.303.1 Water conserving plumbing fixtures and fittings. 4.303.2 Standards for plumbing fixtures and fittings. ABS welding 325 Form-release compounds 250 SECTION A4.303 to the requirements of [he Cnlifornin Builcling Stn�idards Plumbing fixtures (water closets and urinals) and fittings p�umbing fixtures and fitrings shall be installed in accordance Plastic cement welding 250 Graphic arts coatings(sign paints) 500 INDOOR WATER USE Code and shall include,but not be limited to,the following: 1. The Ownel'OI"the Owne1"'S agent Shall emplOy a IICenSed p1"OfeSSlOnal expel"IenCed wlth the 2016 CallfOmla GI'een (faucets and showerheads)shall comply with the following: W��the California Plumbing Code,and shall meet the appli- Adhesive primerfor plastic 550 High tamperature coatings 420 l. Use of ca tured rainwater. Building Standards Codes to verify and assure that all required work described herein is properly planned and A4.303.1 Kitchen faucets. The maximum flow rate of p Im lemellted 111 th@ r0 OCt. 4.303.1.1 Water closets.The effective flush volume of all cable standards referenced in Table 1701.1 of the California � � Contact adhesive 80 Industrial maintenance coatings 250 kitchen faucets shall not exceed 1.5 gallons per minute at 60 2. Use of recycled water. p p � water closets shall not exceed L28 gallons per flush. Plumbing Code. � 2. The licensed rofessional, in collaboration with the owner and the desi n rofessional shall initial Column 2 of this Special purpose contact adhesive 250 Low solids coatings 120 psi.Kitchen faucets may temporarily increase the flow above p g p Tank-rype wacer dosecs shall be cenified to the perfor- 3. Water creaced for irrigation purposes and conveyed by a checklist, sign and date Section 1 -Design Verification at the end of this checklist and have the checklist printed on Structural wood member adhesive 140 Magnesite cement coatings 450 the maximum rate,but not to exceed 2.2 gallons per minute at mance criteria of the U.S. EPA WaterSense Specification water district or public entity. the a I'oved lans fol'the I'o eCt. for Tank-type Toilets. SECTION 4.304 Top and trim adhesive 250 Mastic texture coatings 100 60 psi,and must default to a maximum flow rate of 1.5 gal- pp p p 1 OUTDOOR WATER USE suesTRnTE sPEaF�c aPPucnT�on,s Merau;c pigmenred coarin�s soo lons per minute at 60 psi. 4. Use ofi graywater. 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and Note:The effective flush volume of dual flush toilets is 4.304.1 Outdoor potable water use in landscape areas. Metal to metal 30 Multicolor coatings 250 Note• Where complying faucets are unavailable, aerators A4.304.3 Landscape water meters. For new water service d8te SeCtiOn 2-ImplementetiOn VePifiCBtiOn at the end Of this CheCklist 8nd Submit the COmpleted fOrm to the defined as the composite,average flush volume of two After December ],2015,new residential developments with Plastic foams 50 Pretreatment wash primers 420 or other means may be used to achieve reduction. connections,landscaped irrigated areas]ess than 5,000 square Building InspeCtor. reduced flushes and one full flush. Porous material(exce t wood) 50 feet shall be rovided with se arate submeters or meterin an aggregate landscape area equal to or greater than 500 P Primers,sealers,and undercoaters 100 A4.303.2 Alternate water sources for nonpotable applica- p p g ) 4.303.1.2 Urinals. The effective flush volume of wall- s uare feet shall com I with one of the followin o Uons: Wood 30 Reactive enetratin sealers 350 devices for outdoor potable water use. CO�UI'Tlll 2 CO�Ulllll 3 mounted urinals shall not exceed 0.125 allons er flush. q p Y g p p g' tions.Alternate nonpotable water sources are used for indoor g P Fiberglass g� Rec cled coatin s 250 The effective flush volume of all other urinals shall not 1. A local water efficient landscape ordinance or the cur- Y g potable water reduction. Alternate nonpotable water sources MANDATORY FEATURE OR MEASURE Project Verification exceed 0.5 gallons per flush. rent California Department of Water Resources'Model i. �r an�dnes��e�s�sed�o no„a d�ss�n,�iar s�es�races�oaerner,�ne aanes;�e Roof coatings 50 shall be installed in accordance with the California Plumbir�g SECTION A4.305 R@C�UII'@Ill@IItS Water Efficient Landsca e Ordinance MWELO , wi[h[he highes[VOC con[en[shall be allowed. Rust reventative coatin s 250 Cnde. 4.303.13 Showerheads. p � � p g WATER REUSE SYSTEMS Wh1Ch0V0T 1S IIIOI'8 SCYlIlg811t;OC 2.For addi[ional informa[ion regarding methods to measure the VOC con[en[ Shellacs � ' � � � � speca�ed��rn��able,�ee sou�n Coa�r a��Quatiry tv�anagemen��;cr au�e Clear 730 > A4.303.3 Appliances.Install at least one qualified ENERGY A4.305.1 Graywater. Alternative plumbing piping is � 4303.1.3.1 Single showerhead. Showerheads shall 2. pro'ects with a re ate landsca e areas less than 2,500 I I68. � � STAR dishwasher or clothes washer. installcd to crmit the dischar c from thc dothcs washcr or have a maximum flow rate of not more than 2.0 gallons � gg g p Opaque 550 p g ' 1 square feet may comply with the MWELO's Appendix � Note: See Section A5.303.3 for nonresidential dishwash- other fixtures to be used for an irrigation system in compli- PIa1111111g 811d D@Slgll -$It@ D2V@1Op111@Ilt per minute at 80 psi. Showerheads shall be certified to TABLE 4.504.2 Specialty primers,sealers and undercoaters 100 � D Prescriptive Compliance Option. ers and clothes washers. ance with the Califor�iia Plumbing Code. SEALANT VOC LIMIT � the erformance criteria of the U.S. EPA WaterSense Stains 250 p Less Water and Less Exem t Com ounds in Grams er Liter Specification for Showerheads. Notes: p p p Stone consolidants 450 A4.303.4 Nonwater supplied urinals and waterless toilets. A4.305.2 Recycled water piping.Bascd on projected avail- 4.106.2 Storm water dr'ainage and retention during ConstruCtion. Pr'ojeCts >� � sen�nNTs voc uMiT Nonwater su hed urinals or com ostin toilets are installed. ability, dual water piping is installed for future use of recy- whiCh distur'b less than one aCre of soil and are not art of a lar er Common 4.303.13.2 Multi le showerheads servin one 1. The Model Water Efficient Landscape Ordinance Swimming pool coatings 340 PP P g P 9 � ❑ � P g arcn;recrurat 25o cled water at che following locations: lan of develo ment shall mana e storm water draina e durin construction. shower. When a shower is served by more than one (MWELO) and supporting documents are available Traffic marking coatings 100 Where approved, hybrid urinals, as defined in Chapter 2, P P 9 9 9 Marine deck 760 � showerhead, the combined flow rate of all shower- at:http://www.water.ca.gov/wateruseefficiency/land- Tub and tile refinish coatings 420 shall be considered waterless urinals. I. Interior piping for the use of recycled water is installed sca eordinance/ Nonmembrane roof 300 to serve all water dosets,urinals and I1oor drains. heads and/or other shower outlets controlled by a sin- P Waterproofin�membranes 250 A4.303.5 Hot water recirculation systems. One- and two- 4.106.3 Grading and paving. The site shall be planned and developed to � �� gle valve shall not exceed 2.0 gallons per minute at 80 2, A water budget calculatar is available at: http:// Roadway 25�� Wood coatings 275 family dwellings shall be equipped with a demand hot water 2. Exterior piping is installed to iransport recyded water keep SurfaCe watel'away fl'Om bulldlllgS. COnStfuCtlOn plallS Shall 111dICate hOw � � �/� psi,or the shower shall be designed to allow only one �,�,�,.�,ater.ca.gov/wateruseefficiency/landscapeor- Single-ply roof inembrane 450 Wood preservatives 350 recirculation system, as defined in Chapter 2. The demand from the point of connection to the structure.Recycled Slte gl'ading OI'a dr'8lrlage System wlll manage all SurfBCe w8tel'flOws. V 1 shower outlet to be in operation at a time. dinance/ Other 420 Zinc-rich primers 340 hot water recirculation system shall be installed in accor- water systems shall be designed and installed in accor- � Note: A hand-held shower shall be considered a sEn�nNT PRinnERs dance with the Cnli brnin P1u�nUin Code, Cali bniia Ener dance with the California Plui�2bing Code. 4.106.4 EleCtriC vehiCle EV Char In for new ConstruCtion. New L Grams of VOC per liter of coating,including water and including exemp[ f � f �� g g showerhead. Architectural Code,and the manufacturer's installation instructions. A4.305.3 Recycled water for landscape irrigation. Recy- construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate ❑ � � SECTION 4.305 compounds. 4.303.1.4 Faucets. WATER REUSE SYSTEMS Nonporous 25o cicd watcr is uscd for landscapc irrigation. future installation and use of EV chargers. �ReS01'V@C�� POrous '7'7$ 2.The specified limits remain in effect unless revised limits are listed in � 4303.L4.1 Residential lavatory faucets. The maxi- subsequenrco�umns�n�neTabie. mum flow rate of residential]avatory faucets shall not Modified bituminous 500 . , exceed l.2 allons er minute at 60 si.The minimum Marine deck 760 3.Values in this table are denved from those specified by the Califomia Air � g p p' Resources Board, Architecmral Coatinos Suggested Control Measure, flow rate of residential lavatory faucets shall not be less Other 750 February I,2008.More info��nation is available from the Air Resources Boa��d. GeneCa� � than 0.8 gallons per minute at 20 psi. � 4.201.1 Low-rise residential buildings shall meet or exceed the minimum p 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 25 TABLE 4.504.5 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 73 standard design required by the California Energy Standards. 0 � � Q FORMALDEHYDE LIMITS /� � �__L� Maximum Formaldehyde Emissions in Parts per Million Page 1 of5 CalGf�een 2016.docyevisect 1/1/2017 �J.� bIJ PRODUCT CURRENT LIMIT � ,� � Hardwood plywood veneer core 0.05 j Hardwood plywood composite core 0.05 � �% � � Particleboard 0.09 � � �� Medium density fiberboard O.l 1 � � � � Thin medium density fiberboard2 0.13 '� � .� 1. Values in this table are derived from those specitled by the California Air Resources Board, Air Toxics Control Measure for ComposiCe Wood as tested in accordance with ASTM E1333. For additional information, see California Code of Regulations,Title]7,SecCions 93120 through 93120.12. 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch(8 mm). � , � � � � � � ❑ Projects with aggregate landscape areas less than 2,500 square feet may 4.504.3 Carpet Systems. Carpet and carpet systems shall be compliant with comply with the MWELO's Appendix D Prescription Compliance Option. VOC limits. � � CALGREEN SIGNATURE DECLARATIONS Indoor Water Use � - - � - � • � • � . - • Bandewar Residence 4.504.4 Resilient flooring systems. Eighty(80) percent of floor area Project Name: 4.303.1 Water conservin lumbin fixtures and fittin s. Plumbin fixtures receiving resilient flooring shall comply with the VOC-emission limits defined in 1170 S Stellin fZd 9 p 9 9 9 Enhanced Durability and Reduced Maintenance Project Address: g (water closets and urinals)and fittings(faucets and showerheads)shall comply the Collaborative for High Performance Schools(CHPS) Low-emitting Q � with the following: 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, Materials List or be certified under the Resilient Floor Covering Institute(RCFI) Project Description: Add'Itlo11 Of 528 Sf of seCotld stoty FloorScore program and UL GREENGUARD Gold. conduits, or other openings in plates at exterior walls shall be protected � � ❑ 4.303.1.1 Water Closets.The effective flush volume of all water closets against the passage of rodents by closing such openings with cement mortar, shall not exceed 1.28 gallons per flush. Tank-type water closets shall be 4.504.5 Composite wood products. Particleboard, medium density concrete masonry or similar method acceptable to the enforcing agency. fiberboard MDF , and hardwood I wood used in interior finish s stems shall certified to the performance criteria of the U.S. EPA WaterSense ( ) P Y Y ❑ ❑ SECTION 1 - DESIGN VERIFICATION GENERAL NOTES : Specifications for Tank-type Toilets. comply with low formaldehyde emission standards. Construction Waste Reduction, Disposal and Recycling Complete all lines of Section 1 -"Design Verification"and submit the completed checklist(Columns 1 and 2)with the 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed Interior Moisture Control plans and building permit application to the Building Department. 2. PLEASE DO NOT SCALE iHE DWG. 0.125 gallons per flush. 4.408.2 Construction waste management plan. Where a local jurisdiction 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT does not have a construction and demolition waste management ordinance, a TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. construction waste mana ement lan shall be submitted for a roval to the � ❑ 4.505.2 Concrete slab foundation. Required vapor retarders and capillary The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and ❑x 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum g p pp breaks are also required to comply with CalGreen Section 4.505.2.1. � � certify that the items checked above are hereby incorporated into the project plans and will be implemented into the 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT dc ARE FOR USE flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads enforcing agency. project in accordance with the requirements set forth in the 2016 California Green Building Standards Code as ON THIS PROJECT ONLY shall be certified to the performance criteria of the U.S. EPA WaterSense 4.505.3 Moisture content of building materials. Moisture content of building adopted by the City of Cupertino. 5. COPYRIGHT OOF ARCHANA JNN. Specification for showerheads. Building Maintenance and Operation materials used in wall and floor framing is checked before enclosure. � � � �� SHEET NAME : ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a 4.410.1 Operation and maintenance manual. At the time of final inspection, Indoor Air Quality and Exhaust Owner's Signature Date shower is served by more than one showerhead, the combined flow rate of an operation and maintenance manual shall be provided to the building ❑ ❑ CALG R E E N C H EC K LI ST all showerheads and/or other shower outlets controlled by a single valve occupant or owner. 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside the shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be Q � Q � owner'_ s Name (Please Print) desi ned to allow onl one shower outlet to be in o eration at a time. 4.410.2 Rec clin b occu ants. Where 5 or more multifamil dwellin units building are provided in every bathroom. �� g Y p Y 9 Y p Y 9 C�«�u'�iO` 6/28/17 are constructed on a building site, provide readily accessible area(s)that ❑x 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of serves all buildings on the site and is identified for the depositing, storage and Environmental Comfort Design Profe ional's signature Date residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 collection of non-hazardous material for rec clin includin at a minimum � � Y J� � 9 ( ) Archana Jain psi. The minimum flow rate of residential lavatory faucets shall not be less paper, corrugated cardboard, glass, plastics, organic waste, and metals, or 4.507.2. Heating and air-conditioning system design. Duct systems are than 0.8 gallons per minute at 20 psi. meet a lawfully enacted local recycling ordinance, if more restrictive. sized and designed and equipment is selected using the following methods: De i�gn Professional's Name (Please Print) 1. Establish heat loss and heat gain values according to ACCA Manual J or �`�`� 6/28/17 ❑ 4.303.1.4.2 Lavatory faucets in common and public use areas. The � , . � � � � equivalent. � � Signature of License Professional responsible for CalGreen compliance Date REVISIONS BY maximum flow rate of lavatory faucets installed in common and public use Archana Jain areas(outside of dwellings or sleeping units)in residential buildings shall 2. Size duct systems according to ACCA 29-D (Manual D)or equivalent. 408-679-2333 � not exceed 0.5 gallons per minute at 60 psi. FireplaCes Name of License Professional responsible for CalGreen compliance(Please Print) Phone 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or eqU��aient. ajsdesigns@hotmail.com ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in 4.503.1 General. Install only a direct-vent sealed-combustion gas or sealed � residential buildings shall not deliver more than 0.25 gallons per cycle. wood-burning fireplace, or a sealed woodstove. � � Email Address for License Professional responsible for CalGreen compliance . . � . � - � . . � ❑ 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets Pollutant Control � shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may Qualifications SECTION 2 - IMPLEMENTATION VERIFICATION temporarily increase the flow above the maximum rate, but not to exceed 4.504.1 Covering of duct openings and protection of inechanical 2.2 gallons per minute at 60 psi,and must default to a maximum flow rate equipment during construction. Duct openings and other related air Q � 702.1 Installer training. HVAC system installers are trained and certified in � � Complete,sign and submit the competed checklist, including column 3,together with all original signatures on Section � of 1.8 gallons per minute at 60 psi. distribution component openings shall be covered during construction. the proper installation of HVAC systems. 2 to the Building Department prior to Building Department final inspection, 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks 702.2 Special inspection. The Licensed Professional responsible to verify I have inspected the work and have received sufficient documentation to verify and certify that the project identified � fittings shall be installed in accordance with the California Plumbing Code, and X shall be compliant with VOC and other toxic compound limits. � � CALGreen compliance is qualified and able to demonstrate competence in the Q � above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of shall meet the applicable standards referenced in Table 1701.1 of the � � discipline they inspect and verify. the 2016 California Green Building Standards Code as adopted by the City of Cupertino. � California Plumbing Code. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be compliant with VOC limits. � � Verifications Outdoor Water Use Signature of License Professional responsible for CalGreen compliance Date 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings 703.1 Documentation. Verification of compliance with CALGreen may DRAWN: 4.304.1 Outdoor potable water use in landscape areas. New residential shall be compliant with product weighted MIR Limits for ROC and other toxic Q ❑ include construction documents, plans, specifications, builder or installer Name of License Professional responsible for CalGreen compliance(Please Print) Phone developments with an aggregate landscape area equal to or greater than 500 compounds. certification, inspection reports, or other methods acceptable to the enforcing � � CHECKED' square feet shall comply with one of the following options agency which show substantial conformance. Implementation verification shall ' ❑ ❑ 4.504.2.4 Verification. Documentation shall be provided to verify that � � be submitted to the Building Department after implementation of all required Email Address for License Professional responsible for CalGreen compliance ❑ A local water efficient landscape ordinance or the current California compliant VOC limit finish materials have been used. measures and prior to final inspection approval. i DATE: 5/5/17 Department of water Resources' Model Water Efficient Landscape Ordinance(MWELO), whichever is more stringent;or I Pagc 5 of 5 CalGreen_2016.doc revised 1/1/2017 , SCALE: Page 2 of 5 CalGree�i_2016.doc r�evised 1/1/2017 Page 3 of 5 CalGreen 2016.doc i•evised 1/1/2017 Page 4 of 5 CalGreen_2016.doc revised 1/1/2017 � $�� JOB No.: SHEET No.: A1 . 0 CA�GI��N ��N�I�A� NO I �S 1 . IN�OOR W/�TER USE SH/�� BE REDUCED BY /�T I F�ST 'S 20 PERCENT USING ONE OF THE FO��OWING METHODS: - WATER SAVING �IXTURES OR ��OW RESTRICTIONS SHA�� BE USED — A 2o PERCENT RE�ucTioN iN BASE�iNE wATER usE DESIGN SHA�� BE DEMONSTRATED �. P�UMBING FIXTURES (WATER C�OSETS) AND FITTINGS NOTESe (�AUCETS AND SHOWERHEADS) SHA�� COMP�Y WITH NO CHANGES BEING PROPOSED TO THE �ANDSCAOE AND SPEC�F�ED PERFORMANCE REQu�REMENTs oF 20� 6 HARDSCAPEe CA�IFORNIA GREEN BUI�DING REQUIREMENTS 3. �oiNTs AN� oPENiN�s; ANNu�,R sPACEs AN� A�� RAIN WATER �EADERS WITH SP�ASHB�OCKS DIVERTED AROUND PIPES, E�ECTRIC CAB�ES, CONDUITS OR OTHER oPENiNGS iN P�ATES AT ExTERiOR wA��S SHA�� BE TO �ANDSCAPE VIA NATURA� EXISTING SWA�ES I�ROTECTED AGAINST THE PASSAGE OF RODENTS BY C�OSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMI�AR METHOD ACCEPTAB�E TO �HE ENFORCING AGENCY. 4. A MIN. OF 75� OF THE CONSTRUCTION WASTE GENERATED AT THE SITE IS DIVERTED TO RECYC�E OR SA�VAG E. `�. WHERE �OCA� JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMO�ITION WASTE MANAGEMENT ORDINANCE, A CONSTRUCTION WASTE MANAGEMENT P�AN SHA�� BE SUBMITTED �OR APPROVA� TO THE EN�OR�ING AGENCY. EB 6. 50� OF F�OOR AREA RECEIVING RESI�IENT F�OORING � SHA�� COMP�Y WITH THE VOC EMISSION �IMITS DE�I ED pW U IN THE CO��ABORATIVE �OR HIGH PER�ORMANCE � SCHOO�S (CHPS), �OW EMITTING MATERIA�S �IST OR � BE CERTI�IED UNDER THE RESI�IENT F�OOR COVERINGS � INSTITUTE (RFCI� F�OORSCORE PROGRAM. 10' PUBLIC SERVICE EASEMENT AD�ACENT CHURCH �� 7. MOISTURE CONTENT 0� BUI�DING MATERIA�S USE IN . �� WA�� AND F�OOR �RAMING IS CHECKED BE�ORE 25' �� ENC�osURE. I (E) 8 "TALL CONC WALL 25° 2N� ��ooR sETBACK � JP 20' � B DONED , „ 20' 1 ST ��OOR SETBACK � --�-�-�-- -�-- -- --� - --�- -�-- -- �� GROUND , - -- (E) TRE � 41 SF 42 , S�OPE 1 9.00 APRICOT PERSIMON 5� TREE , � � _ _� �N � _ E TREE E TREE E TREE ' S D M H � 1 6"T AD '�' JAPANESE ORANGE (E)WOOD WALL � �(E) REDWOOD TREE o � GUAVA , �� Z � � � � RIM:333.55 � �$�� DS W� � � �S W 6� �� $ T o 6"T (E) TREE� � � � GROUND K S�OPE SP�ASHB�OCK i W� � � W JAPANESE� � � � I _ SP�ASHB�OCK - - � -- -- � __� �; 5�__ _ _ _ 1 0' 1 ST F�OOR SETBACK � SPLAS LOCI� VET � � ' 2 EEISTIN� �T'IMITIES - - - - - - - - - GR6UfV� - PRI ' 6' � � .. z 1 �' e - U 1', � U Z � � i � (E) SETBACK 0 RW� TO � � �� - - -- U _ � 15' 2ND �LOOR SETBACK �OWER ROOF Ap � o � 2 ROWERV R00 - - - - - - - ' - - - - - - - - - ' � � 0' 1�'�, ,-� CONC CURB & GUTTER � � � � � � ' 25' v� � � (E) GARAGE � ��/ �� PALM ��''� � � m / E BRICK PLA TER DW - -- --� -- '- PROPOSED SECOND FLOOR / � � � 6��T � ,- -S�OPE o �, w / w j �' _----- 2� _ � �� c� 6"T � , o �`� /� �� w - --�� ,o � 5o�—g� / ///// � z � � I o ,�, � � o z �E) TR �'�w � , ------ � � > �� p �,a -- o -_, � �� S�OP� v ;�o � � o,�'o '' �, �� ,� �� 2� 33'-1 1 ' o �� i cn c� � �� ,o Q �� / / � /2� �S�F GR�pUND � RW� TO � RIVET� � lo Q �� i , � �' c� �� ---�� RWL 10 LOWER KOOF z ° � � --- , � � �� DS WU�� U �� OWER OOF � ' ;o � � � � � �' `� � � (E) 6 HIGH P�A�HB��K z \ � z � � ;� o i � �'� A BRICK ' � �` `� NO WINDO S THIS SIDE v S�OPE I �' � � ; � � � i� �� \ �� U � � � � NO TREES EING PLANTE FOR 5� , � G��U�D (E) 6 TALL � _ . . � � , ; � Gf�UND , / ,' � � � � � �' 1�� F PRIVACY HOUSE � Y � � WOOD FENCE � �j � �� 550�SF T ��/B � � , � � �` � '�� GAR. FF:333.00 o z j � � , � � --� �L1�VED � `, ; FF:334.25 0 o ADJACENT RESIDENCE W , �� „ �� . „ � , �� , � � � � � ' 40 T ;,� 3� T " ' , ��oPE �� ' � � �;' GENERAL NOTES . z � o �� _ �i i �� , �_,�� O i �i� �� ' �iN -� � 1� 1. THIS SHEEf IS PART OF A SEf � IS NOT TO BE USED ALONE. � i i � � � ��' �� U � � � r� 1! 2. PLEASE DO NOT SCALE iHE DWG. � W M � � �� i � �� ' i �i �`� � � 2 5'-24�� 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT � i � �� ' � � i � � � TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. � � �� i �� i � i 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT dc ARE FOR USE � � � ��i �� i � � � �E� SETBA ON THIS PROJECT ONLY � � � �, 3 8„� , � ; E 1 TALL 5. COPYRIGHT 0 OF ARCHANA JNN. ` ` � � � / �� GROUND � i�� i � � �SI��ASHB�OCK BRICK CURB (E) TREE �� 1 - - �64_�F_,_' �'__� � � - AQ ! 5' 1 ST F�OOR SETB CK S�QPE z _ AD JAPANESE �� I ' GR6UND � � -z 5�� » � � � , � �,' � , � �/ - _ I - - - - - - o�� -, - - - - - - P_RIVET 1 SHEET NAME � , �' � \ � ,' PI�,SHB�OC E TREE � � ac 28 T � � � � �� , ,, � _ �` °P� x��o_ _ _ __ _ '� " � - �Ro�No � �Ro�"� � � EXISTING 8c PROPOSED , - ----- --� ------ , - ,�--- --- - � �` �--�- � �` ,� � - - S89" 57' 40 E --- ---- ----- -- ------- S�0 P E- ----�-- --�' ---- --- -- --------- j - -- - � � `�;�E 12" HIG �_ -- -- � -�� --r----- ------ ---- -- -- � ��--- ----- ----� -- � , S ITE P LAN MB � `�B��K CURB �-------{��6,k�IG �� 119.00 W I \\-------- COf�C WALL `.-' (E) 6' TALL 14"T � � - � - ��, ,� WOOD FENCE EB I i/ \��_ _�--'/ % FRONT YAF�D-7�vT�ERVIOUS CALCULATIONS ADJACENT RESIDENCE TREE DRIP LINE ( �ICAL) REVISIONS BY �, CONC CURB & GUTTER 60'x20' = 1200 SF NOTE: � � � I IMPERVIOUS AREAS = 41 + 550 = 0 ALL UTILITIES ARE EXISTING AND NO 591 SF = 49% CHANGES ARE BEING PROPOSED � I ADDITIONAL IMPERVIOUS AREAS IN THE � FRONT = 164 + 105 + 28 = 297 SF � � � � �W NEW LANDSCAPE AREA = 55 SF � I NOTESe I P�EASE VERI �Y A�� EXISTING SETBACKS ON SITE DRAWN: EXISTING 8c PROPOSED SITE PLAN P�EASE vER� �Y THE �ENc� �5 oN THE PROPERTY ��NE CHECKED: � : ,i8��=,�-o» CONTRACTOR TO VERI�Y A�� SITE SETBACKS PRIOR TO DATE: 5/5/17 CONSTRUCTION SCALE: AS SHOWN JOB No.: SHEET No.: A1 . 1 NORTH 'S DESIGN EB DW ------ 10' PUBLIC SERVICE EASEMENT ADJACENT CHURCH 25' (E) 8 "TALL CONC WALL 25' 2N� ��ooR sETBACK JP 20' B DONED � � „ 20' 1 ST ��OOR SETBACK � --�-'-�-- - -- -- -� -�}- -�-- � (E) TRE � 41G�OUND42,�� '�, S�OPE � 1 9.00 �� APRICOT PERSIkAON 5� � � ( TREE n � � � E TREE � ` ' '' ', _-� �,N � � E TREE E �TREE E WOOD WALI�-'� � _---- � » AD '�' ��JAPANESE ORANGE,' `� , ( ) � SDMH - C 16 T � (E) REDWOOD TREE � � � , , o � � RIM:333.55 18"T �S W� � DS�W `� GUAVA 6��T , �� g��T � � �„� � (E) TREE� � �� GROUND I ' SP�ASHB�O K � ' �' W� � '� � � S�OPE SPLASHBLO K � -� S�?LASHB�OCK �� W JAPANESE �� v � - � -- -- __ � i 5�__ �1 0' 1 ST �LOOR SETBACK � � � SP�A�S �OCI� ,�� PRIVE , �„ U - - - - - - � - - - - 1 -� - � i zo 19 -62 � E GM � � � - - � - - _ GR6uND - - - j�''� � c� Z E ISTING UTI�ITIES � � � � �� 6� (E) SETBACK � � ' �30i , � 1 (� � � �� i, R W I� T 0 � - - -- 1�' �N�I� I I 001� �I I 13ACK ��' �O�CR R00� AD - - - — � RWL TO - - - �_ � - - - - - - - - I' CONC CURB & GUTTER 20 � �OWER R00 ) TREE '� � I w � � (E) GARAGE �/ �� , I�'�� ' 25' � ' � �� I PALM � .� / / o o m (E)BRICK PLA TER , � ^� � �W S�OPE o w PROPOSED SECOND FLOOR w 6'T ^ 1 � � � � � �iJ � � � 2� � � � � c� 6"T �� U � a �' 0 50'-9' � �� z � E TR p � � � � z � ) �� w �j o // �, o � � S�oP�' � o .� � � � � � �2� 33'-11 " o �� 0 o I o z � y Q � N -- o I o � � �-' o - 2s sF GROUND Rw� To � ��, RivET� � � � � � � � � � � � � N-- - ------ Rw� i o �owER RooF � � � � � � � �s v�� c� �owER oo� � �,;o � (E) 6 HIGH P�A�HB�OCK z v ` I ' � � z � � � � BRICK � __--- _ NO WINDO S THIS SIDE S�OI�C � ; Z � � � � � � � � G ROU N D NO TREES EING PLANTE FOR 5� I , (E) 6' TALL � � GROUND 1 0 5 SF PRIVACY GAR. FF:3 3�3.00 v �� i �WOOD FENCE � � �j 550 SF � � � � , � ��, � ; � ( FF.334.25 0 0 � ADJACENT RESIDENCE L,�J � � � r�i� � � �; � j � � � , � � z �OPE �� `� � � �/ _ � � O �� ic� � � 1 i � � C� � � � � U � � � � 1! . WM � � � z5'—z4" � � � � AI�IS 0 RI ' � N � � � � � � � � PEAR 24" X � ' � (E) SETBA � � � ' PLANTING HEI HT � � � E 1 ' TALL � � � � GROUND � � � �SPI�,SHB�OCK BRICK CURB (E) TREE � :-�-� - GROUN� ' - �64-SF_ _ �--� -- �-�� - -- ' - - AD _ � 5' 1 ST F�OOR SETB CK S�QPE z A� JAPANESE » � � �; 5�i o r� � - - - PRIYET_ 1 � � � � � � � � � � P�ASHB�OC� o - K U ZH T - � i �S W � GROUN GROUND � (E) TREE � AC � p ---------!--- - - - -- - �P LA H�S89"-57�--40„----- --- - ------ - ---- - ---- --- - -- --- � E S�OPE �-- --- - - --------------- --- ---------- ------ GENERAL NOTES : z ---- --- ----- -- ----- ----- ------- - ��--- -- MB � �E) 12" HIG ' -- ----- ----- B R I C K C U R B (E)6' H I G 1 19.00 , 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. W I CONC WALL (E) 6' TALL 14'T 2. PLEASE DO NOT SCALE iHE DWG. WOOD FENCE 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT N OT E: TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT dc ARE FOR USE EB I ON THIS PROJECT ONLY FRONT YARD IMPERVIOUS CALCULATIONS ADJACENT RESIDENCE NO CHANGES BEING PROPOSED TO LANDSCAPE 5. COPYRIGHTOOFARCHANAJNN. � AREAS coNc cuRg & GUTTER � I 60'x20' = 1200 SF NOTE: SHEET NAME : 1 NEW TREE IN FRONT TO REPLACE 1 TREE IMPERVIOUS AREAS = 41 + 550 = LANDSCAPE PLAN I 591 SF — 49� ALL UTILf�t� A�2��X��ING AND NO SCREENING PLAN I CHANGES ARE BEING PROPOSED ADDITIONAL IMPERVIOUS AREAS IN THE � FRONT = 164 + 105 + 28 = 297 SF I REVISIONS BY �W I NEW LANDSCAPE AREA = 55 SF � � 0 � 0 0 0 LAN DSCAPE PLAN SCREEN I N G PLAN � : ,�8��-,�—o�� oTEse 0 P�EASE VERI �Y A�� EXISTING SETBACKS ON SITE p�wN: P�EASE VERI �Y THE �ENC� IS ON THE PROPERTY �INE CHECKED: CONTRACTOR TO VERI�Y A�� SITE SETBACKS PRIOR TO DATE: 5/5/17 CONSTRUCTION SCALE: AS SHOWN JOB No.: SHEET No.: A1 . 2 NORTH �>, 6„ ,S �ANDING �ANDING � � DESIGN <E> 6'x8 " FIREPLACE <E> 6'x 0" <E> 6'x4' �---------------------------------------------------------------------------------------------------------------� � �i ii <E> 5'x4' � � I x �I I � � I n I � w , � v ', I FAM I LY �, I MASTER BEDROOM � ' � � � � � �, � � i � X , � � � � '� N � � X � ' n � = � ii w � � i v n I i i w N i i v c� I � I� w � SLOPE ', o ^ l �� 5"•12" '� X �� KITCHEN � � ' � � _ `�� i i � � � � I I j,� /� - ��` I W I �� I �I � 'i (E) METAL ROOF TILE �i SHOWER • r� �, I HVAC �^�l '� �, �1�/ I II � � � ' BATH �� i 'i o n ' ', X TUB � �� ' � �' � � i n � � � i w � i i v p "� �� , ��, CLOSET � � � � � � '� C�.� ' ii � �� i ii 5'—8" � � �' o �� DINING � � ', I LAUNDRY � � � � � 2'-6» � o � .-� �� i - BEDROOM � VIF � � � 'i � � � '� � � BATH � � , w � , v � � � _ � � � � �� i � -� � i i � � i � n N i i�i i �i ~ � U �� , � CLOSET CLOSET , � �N � �„ ii 'i � i i w i i i U il �I il i � � i i � W i i � � ', �� ' LIVING � � �` �� I � GENERAL NOTES : � X �i �i � � 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. i �i � BEDROOM 2. PLEASE DO NOT SCALE iHE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT �i I � v TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. i i 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT dc ARE FOR USE � �i N ON THIS PROJECT ONLY I i co � 5. COPYRIGHT 0 OF ARCHANA JNN. i i � GE> 4'xsloping 'i �i �n <E> 4'x5' I I SHEET NAME : ��, r-------- -----------------------------------------------J' EXISTING FLOOR '�� '�, z g�-6�� 8c ROOF PLAN �, o z 14'-6" ii i Q i � � � 3, �� REVISIONS BY �� N � �, SLOPE ', � � �, 5":12" '� `� � � � � i X �� ' ' o n � i i N �-' i i v '� I�� GARAGE � �i ii 21 ' � �i ii i-- — -- -- -- —�, � � I DRAWN: � � � �� CHECKED: li �i I �� ' DATE: 5/5/17 � � NORTH SCALE: AS SHOWN JOB No.: SHEET No.: E X I S T I N G R 0 0 F P L A N S� : ,i4��-,�-o�� E X I S T I N G F L 0 0 R P L A N � : ,i4��-,�-o�� A2 . 0 GENERAL NOTES: B 3. 1 . DIMENSIONS AT DOORS ARE FINISHED 42'-6" DOOR DIMENSIONS. 'S 2. BUILDING SHALL BE BUILT IN �AN�iN� �AN�iN� � ACCORDANCE WITH ALL APPLICABLE <E> 6'X8 " FIREP�a,CE �E> 6'X o" <E> 6'X4' FEDERAL STATE AND LOCAL CODES � _ _______ DESIGN REGULATIONS. <�> �';:�' � X 3. CONTRACTOR SHALL PROVIDE PORTABLE `" FIRE EXTINGUISHER PER LOCAL FIRE w MARSHAL. �' FAM I LY 4. VERIFY IN FIELD ALL DIMENSIONS; MASTER BEDROOM CONTACT ARCHITECT IMMEDIATELY WITH ANY DISCREPANCIES. � � 5. TRENCHING AND/OR CORING OF SLAB � X FOR ELECTRICAL SHALL BE ,� --- , � --------------------------- �; �- - COORDINATED WITH STRUCTURAL. `� I�� I X n ��, � _ w �, � � � 6. ALL BATHROOMS TO HAVE 5�8" �' I', I w � 'FIBERROCK' AQUA TOUGH PANEL '�' v N TOWARDS INTERIOR SIDE OR I�� w I KITCHEN CEMENTITIOUS BACKER BOARD. �,I �, , � X O i SHOWER AND TUB WALLS TO BE A _ SMOOTH, HARD, NON ABSORBENT i `� ;� ��;, ', SURFACE OVER A MOISTURE RESISTANT �' w 'I ` I U UNDER LAYMENT TO A HEIGHT OF 72" � 5'-6" 4' ABOVE DRAIN INLET PER CRC 307.2 I��, � SHOWER ��I � 7. FOR EXTERIOR WALL TREATMENT SEE �', I LAUNDRY �� ELEVATIONS. '� �� ' �, PANTRY REF � �� 8. ALL ARCHITECTURAL GLAZING WITHIN 24" � ��I � � OF DOORS SHALL BE TEMPERED, o ��, BATH 3,_�„ ',� � � INCLUDING GLAZING IN DOORS. � � T�g '�I `� ','� � uP � ,� I LL-----------�� i�i i i � 9. PROVIDE EXTERIOR THRESHOLD, SWEEPS , �� 8c WEATHER-STRIPPING AT ALL EXTERIOR I' � � 3 -�2 ' � DOORS. I� i � o � � � � � 10. BUILDING ADDRESS NUMBERS SHALL BE '�� , w � � � MINIMUM 6 HIGH AND BE OF �� o" , ; ; ; ; " " ;� � DINING CONTRASTING COLORS. A �I I I I I I I A � �i 0 � � � � � .� 11 . SEE SITE PLAN FOR EXPANSION AND 3. ��I �� II 3. � � � CONTROL JOINT LOCATIONS. � � I�',BEDRooM C�osET � " � o Q.., X � i, o � � 12. SEAL ALL PLUMBING, ELECTRICAL AND �� ' � ��I ��- " ',�� OTHER PENETRATIONS OF FOUNDATION w ��I � WALLS BOTH ABOVE AND BELOW GRADE. � v ��I � � � � X � 13. ALL PENETRATIONS BETWEEN EXTERIOR � ',I ��',�� ' � OR CRAWLSPACE AND ENVELOP TO BE � �I 4'-4" '; �' w � COMPLETELY SEALED. I', �' 14. ALL INSULATION TO BE INSTALLED TO � C�OSET ��', C�OSET C�OSET I', CEC QII STANDARDS � '�� I', �>> � � I�', i i w 15 ALL SETBACKS ARE TO THE EXTERIOR I'I��_______ ' ' " FINISH ----_- ___- GENERAL NOTES: B 3. 1 . DIMENSIONS AT DOORS ARE FINISHED DOOR DIMENSIONS. 'S 2. BUILDING SHALL BE BUILT IN ACCORDANCE WITH ALL APPLICABLE �iNE oF �iRST ��ooR FEDERAL STATE AND LOCAL CODES � DESIGN REGULATIONS. 3. CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHER PER LOCAL FIRE MARSHAL. 4. VERIFY IN FIELD ALL DIMENSIONS; CONTACT ARCHITECT IMMEDIATELY WITH ANY DISCREPANCIES. � 3'-24" 5. TRENCHING AND/OR CORING OF SLAB FOR ELECTRICAL SHALL BE COORDINATED WITH STRUCTURAL. 6. ALL BATHROOMS TO HAVE 5/8" 'FIBERROCK' AQUA TOUGH PANEL TOWARDS INTERIOR SIDE OR CEMENTITIOUS BACKER BOARD. �,�, � 2'-34" � SHOWER AND TUB WALLS TO BE A a SMOOTH, HARD, NON ABSORBENT �,N � SURFACE OVER A MOISTURE RESISTANT ;' U UNDER LAYMENT TO A HEIGHT OF 72" � � ABOVE DRAIN INLET PER CRC 307.2 � 7. FOR EXTERIOR WALL TREATMENT SEE � � �� ELEVATIONS. • �� 8. ALL ARCHITECTURAL GLAZING WITHIN 24" � OF DOORS SHALL BE TEMPERED, 4' � o" �/ INCLUDING GLAZING IN DOORS. �L� � oc� � _ � 19'-54„ 9. PROVIDE EXTERIOR THRESHOLD, SWEEPS i , , , , �� & WEATHER-STRIPPING AT ALL EXTERIOR � I I I I � � DOORS. 3,_63„ I I I I �' ,� o 4 � � 10. BUILDING ADDRESS NUMBERS SHALL BE � ^i � � � MINIMUM 6 HIGH AND BE OF •� � i� U CONTRASTING COLORS. 4'-g�" �� ' A 4 A � � � 11 . SEE SITE PLAN FOR EXPANSION AND 3. 3.5 � � '� a� CONTROL JOINT LOCATIONS. � � � .-� � 12. SEAL ALL PLUMBING, ELECTRICAL AND OTHER PENETRATIONS OF FOUNDATION 2'-5�" WALLS BOTH ABOVE AND BELOW GRADE. 1 2'-42„ 13. ALL PENETRATIONS BETWEEN EXTERIOR � o OR CRAWLSPACE AND ENVELOP TO BE � i COMPLETELY SEALED. �' 14. ALL INSULATION TO BE INSTALLED TO CEC QII STANDARDS 15 ALL SETBACKS ARE TO THE EXTERIOR FINISH � 5'-�2„ 16. SHEETROCK THE INSIDE OF FIREPLACE WITH 5/8" TYPE 'X' SHEETROCK AND FIRETAPE PRIOR TO INSTALLING FIREPLACE. TYPICAL GENERAL NOTES : 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE iHE DWG. 17. LAVATORY FAUCETS MAX � .2 GPM 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT M EAS U R E D AT 60 P S I, M I N 0.8 G P M AT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 2 O P S I P E R S E CTI O N 4O 2.� .2 C P C ON THISEPROJEC ONLYRINTS ARE OWNED BY THE ARCHITECT dc ARE FOR USE 2016 AND TABLE 4.303.1 .4 OF 2016 5. COPYRIGHT OOF ARCHANA JNN. CGBC SHEET NAME : 18. KITCHEN FAUCETS MAX 1 .8 GPM MEASURED AT 60 PSI, PER SECTION PROPOSED SECOND 402.1 .2 CPC 2016 AND 4.303.1 .4.4 OF 2016 ccBc FL00 R P LAN 19. SHOWERS MAX 2 GPM MEASURED AT 80 PSI, PER SECTION 402.1 .1 CPC 2016 AND TABLE 4.303.1 .3 OF 2016 CGBC REVISIONS BY 20. TOILETS NOT TO EXCEED 1 .28 GALLONS � PER FLUSH, PER SECTION 402.1 .1 CPC 2013 AND TABLE 4.303.1 OF 2016 � CGBC 21 . ALL SHOWER DOORS TO BE MIN 22" � WITH TEMPERED GLASS � � � DRAWN: CHECKED: DATE: 5/5/17 NORTH SCALE: P R 0 P 0 S E D C 0 N D F L 0 0 R P L A N S� : ,�4��=,�-o�� SHo� JOB No.: 3. SHEET No.: A2 . 2 B 3. 'S DESIGN ---------------------- -------------------------------------------------------� 2'-6" � � �i I i I N I � -----------------------------� I Ilr � II I �I �� I � �� ',(P) CLAY TILE �i (E) CLAY TILE ROOF ', U 'iR00F TO MATCH (E) � ROOF PI�,N GENERA� NOTES: �� , I „ „ ', � , � SLOPE 5 :12 � � 1 , THE CONTRACTOR SHA�� VERIFY �OCATION OF A�� R00� OPENINGS AND ', I I — I SLOPE 5":12" SLOPE 5 :12 , �� EQUII'M�N I I'�/�I �OI�MS I��C�UII��. ' � � �� , � � � . 2. DUCT A�� ROOF EXH/�UST VENTS�F/�NS TO THEIR RESPECTIVE OPENINGS IN I I �� I �� R 0 0 M B E�0 W I �� S. A�� ROOF AREAS SHA�� S�OPE A MINIMUM OF 1 4�': 12" �� ' �' �' � / ', �� 4. CONTRACTOR SHA�� CONFIRM THAT A�� ROOF AREAS ARE PROVIDED WITH �� ', ', � POSITIVE DRAINAGE PRIOR TO SHEATHING. A�� R00� DRAINS SHA�� BE �� ', -----------�� ', �OCATED AT THE �OWEST POINT OF THE ROOF TAKING INTO CONSIDERATION THE � ', ', ', � .—� CAMBER OF BEAMS /�ND DEF�ECTION OF C/�NTI�EVERS. ��i 'i 'i 'i � � � `�. I'I�OVII)I I I /�SI IING /�NI) CC)UN I I I� I I /�SI IINC /�I MI CI I/�NIC;/�I I C�UII'MI N I CU1�13S, 'i �i 'i �i � .� � i i i r� .—� .—� � 6. R��ING CONTRACTOR SIIAI I PR0�1�� A C�RTI�ICAT� STATING TIIAT TII� R00� IIAS '� ', ', ', � �i � � BEEN APP�IED PER MANUFACTURER'S RECOMMENDATIONS. ', I I I � � �� A � , � A o � 3. � �.., /. REFER TO P�UMBING DRAWINGS FOR P�UMBING VENTS AND PIPES THROUGH ROOF 3' I �� I �� '—' �j THAT MAY NOT BE SHOWN ON THIS P�P,N. PROVIDE F�ASHING AND COUNTER F�P,SHING I ', � �� AT MECHANICA� EQUIPMENT CURBS AND TOI�ET VENTS. I �� I �� A�� F�ASHINGS AND VENTS TO BE PAINTED WITH RUST PROOF PAINT. I � I �� 8e RE�ER TO MECHANICA� DRAWINGS �OR OP�NING DUCTS AND VENTS THROUGH R00� I '� ' �� WIIICII MAY NOT I�� SIIOWN ON TIIIS R00� I '� ' �� 9. /�I I 01'I NINCS C)N I�001 I /�I�CI I� I I I/�N 8'X8' SHA�� BE PROTECTED WITH BURG�AR 'i 'i 'i 'i I�ARS PROVIDED AND INSTA��ED BY GENERA� CONTRACTOR. THE BARS SHA�� NOT ', ', ', ', �XCEED 5'� O.C. �� I �� I 10. ROO�ING CONTRACTOR SHA�� PROVIDE A BONDED 20 YEAR R00� WARRANTY �OR ', I ', I NEW ROOF INSTA��ED. I I I I iL----------------------------------------J i 1 1 e R��R TO STRUCTURAI �RAWINCS �OR R00� �RAMING I �� 1 �. AI I R00� MAT�RIAI S AN� ACC�SSORI�S AR� TO I�� INSTAI I �� P�R MANU�ACTUR�R'S �� ' K�coMM�NunTioNs I '� GENERAL NOTES : �i i 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE iHE DWG. � 3. A I I R O O r� P�N�T I�AT I O N S A I�� T O I�� I N S TA I I �I� P�I� M A N U�A C T U I��I� I��TA I I S. �i �i 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT i i TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. � 4. A�� B AT H R O O M A N D K I T C H E N V E N T S T O B E �O CAT E D A WAY F R O M T H E �R O N T i I 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT h ARE FOR USE ON THIS PROJECT ONLY �I_EVATION — �RONT PART 0� R00� AND GARAGE, AS MUCH AS POSSIB�E. �� ', 5. co�ic�rooFnRCHnNn�n�N. N o T E: �� , SHEET NAME : � �-------- -----------------------------------------------�' PROPOSED ROOF 1 . A�� F�ASHINGS WI�� BE 26 GA GI U.O.N ', �� '� �� P LAN 2. A�� GUTTERS WI�� BE 26 GA GI U.OeN ', 3. A�� ROO�S, TERRACES AND DECKS WI�� BE C�ASS "A" I I �I . /�� I�/�IN WATER �EADERS IN THE WA��S AND POSTS TO BE OF ', SLOPE 5":12" ', REVISIONS BY CAST IRON I � � I 5. A�� VA��EY F�ASHINGS TO BE 26 GA GI INSTA��ED OVER A �� I � MIN. 36" WIDE UNDER�P,YMENT CONSISTING OF ONE �AYER OF 72 ', �� POUND MINERA� SURFACED NON PERFORATED CAP SHEET COMP�YING �� WITH ASTM D3909 RUNNING THE �U�� ENGTH 0� THE VA��EY '� � 6. A�� GUTTERS TO HAVE SCREENS ', � � �� ', ', DRAWN: ', ', CHECKED: ', ', DATE: 5/5/17 � J NORTH SCALE: AS SHOWN JOB No.: B 3 SHEET No.: PROPOSED ROOF PLAN S� : ,i4��-,�-o�� A2 . 3 'S � � � � � � = DESIGN � � ' � � ' ; ��; _ � ----------- -------- 0 4� U � 4.� EXI STI N G FRON T SI DE ELEVATI ON S� : ,i4��-,�-o�� 1 • r--, � a� � � � � � � � � � � -� � � � � � o c� � � �� o � � � � � � (N) CEM�NT TILC R00� (N) PLASTER TO MATCH E FINISH TO MATCH (E) O _ O = � - , �, GENERAL NOTES : 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE iHE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT �N� VINYL TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. W I N D O W TO (E� C E M E N T T I�E R 0 0 F 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT h ARE FOR USE � MATCH �E� ON THIS PROJECT ONLY � 5. COPYRIGHT 0 OF ARCHANA JNN. i � � � � � SHEET NAME : � � � , , — ' � � � EXISTING & PROPOSED SE oNa N ELEVATIONS � �� FL OR �o � - _ "I � I REVISIONS BY I � o � � � � � 89�� TALL i� � CONCRETE WALL . - (E) CEMENT 6' TALL � PLASTER WOOD FENCE FINISH DRAWN: CHECKED: DATE: 5/5/17 PROPOSED FRONT SIDE ELEVATION � : ,,4��=,�_o�� SCALE: 2 � SHo� JOB No.: SHEET No.: A3 . 0 'S DESIGN , � � � � � � � � � � � � � � � � � � , � � � � � � , � � 4� U � 4.� r� ------------------- - --------- -- ------------------- r--� � 0 0 � � • � 4.� � � � � � � EXI STI N G REAR SI DE ELEVATI ON � sc� : �/4"=�'—o" � � � 1 .� � � � � � � o c� � � -� � o � � � � � GENERAL NOTES : O 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE iHE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT dc ARE FOR USE ON THIS PROJECT ONLY 5. COPYRIGHT 0 OF ARCHANA JNN. � SHEET NAME : � � � � � � EXISTING & PROPOSED , \ , \ � � , ELEVATIONS _ , , , , � � , , , � � � � � REVISIONS BY I �I � I I � � � � � 0 0 n 0 � DRAWN: CHECKED: DATE: 5/5/17 SCALE: AS SHOWN JOB No.: SHEET No.: 2 PROPOSED REAR SI DE ELEVATI ON S� : ,i4•�-,�-o�� A3 . 1 'S J J J J J J J J J _ � � � ,� � � � � l;� _ DESIGN -, �. _ _ _ _ - _ - ; , , , , , ; , � � �_ _ _ - . � , ' ; � � 4� - --------------------------------------------------------------------------------- U ------------------------------------------------------ ------------------ ------------ ---------- 0----------------------0----------------------- 0----------------------� ---------------- � 4.� �� . � � 4.� � EXI STI N G SOU TH ELEVATI ON � : ,,4��-,�-o�� 1 � � � � � � � � � -� � � � � � o c� � � �� o � � � � � � ,�� :� � ,� � , �, J J:. � � � � � � � � � � � � � � � �� ! „ �„ „ � � � ��- �; �; :�;; �, ,� ,�. � ,�. „� ,�, �.,, . � � �- � � >� � � � �; � ,� ,� � ,� ,� ,� ,� � � � � ,�, ,� ,�, �, ,�, .�, ,,�, ,�, ,�, ,�, ,�. .�, ,� �- ,�- ,� _ GENERAL NOTES . ; ;, �''� � '� � ;,,� ;_, „_, ;� i;� ' ''� i - <\� \ �, � � � , ; � � ,', „ ;� ' , I , ��i� 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. � � �� ',-� �' � �� -'�, ��--�,'� � : -� � � i�� `-r� `-r" � � � �� ,, � � -� � 2. PLEASE DO NOT SCALE iHE DWG. _ _ — — — — _ — � = � I 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. `J � 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT h ARE FOR USE � , � � ON THIS PROJECT ONLY ��r� `� � 5. COPYRIGHT 0 OF ARCHANA JNN. — �, � �' — , , � � , .:: � J< SHEET NAME : � - � � _ - � � � , � - - - EXISTING & PROPOSED �:� � .. .. � � � � � � � � � � .. .. � � _ �� ,_ - _ = :_ :_ : = _ _ - _ ._ = _ :_ _ :_ :_ _ _ = _ ._ -- _ :_ :_ - :_ _ _ ._ _ = = = _ = = = _ _ _ _ _ = ELEVATIONS REVISIONS BY � � � � � � � � � � DRAWN: CHECKED: DATE: 5/5/17 SCALE: PROPOSED SOU TH ELEVATI ON � S"°�" 2 SCALE : 1/4"=1'-0" JOB No.: SHEET No.: A3 . 2 / \ �S _ � ,, , , ; , <; , , , , , ; , ,,, , , ,; " ,, , , ; ; , ; , , , , , ; , <, , '� � , „ , ;, , , „ „ , , , , , , , , ; DESIGN '�; l�� i - � � � � � � � - � � � � � � � � � � � � � � � � � � , � � , � (E) PLASTER FINISH 0 0 0 0 0 � U � 4.� r� EXI STI N G N ORTH SI DE ELEVATI ON ' '� ,� sc� : ,,4��=,�-o�� --� C� � � � � � � � � �� o C� � � �� o � � � � � � TILE ROOFING TO MATCH (E) � � ,; � ' � � ' ' j; ' � GENERAL NOTES : � I I ( I � � �, I I I I I I l' I �; I I l' I 1' I �' I �;'I 1' I �l' I 1' `I�� l 'I � � \ l� 1 l� l, 'i� �� , ' ' ', �� ' ' ' '' ' ' ' 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE iHE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT dc ARE FOR USE i , ON THIS PROJECT ONLY > i� � 5. COPYRIGHT OOF ARCHANA JNN. i � � � ;: �:,� � �� ' ;� SHEET NAME . ��! ; , , � �� PLASTER FINISH TO MATCH E � �;�� ) � EXISTING & PROPOSED � � � ELEVATI O N S '%�, ,%� �,%� , � ,�,� � �� ,� ,� � ,%� ,� ,� � �,'� �,-� �< SECOND 1 ;'� ;'� ; � , , � , , ;'� ; , ;'� ;'� ;'� ;'� ,� ; , , , ,� ; , � , � , ;'� ;'� ; , , , ;'� R REVISIONS BY � i� � I orn � � (E) PLASTER FINISH � - ------ ----- - - � 0 0 0 0 0 DRAWN: 2 PROPOSED N ORTH SI DE ELEVATI ON � : ,�4��=,�-o» CHECKED: DATE: 5/5/17 SCALE: AS SHOWN JOB No.: SHEET No.: A3 . 3 'S DESIGN : .i= y_� • ,'� '� ';� '�'� � —(N) CEMENT TILE ROOF _�� i�k�� , ��+ RNNISH TO } ` e � ;� i� -ii MATCH (E) "� � � .�r �y.��"�� '"1� r' ;, �y�'s t��'� O ,*k'r �_t rt ��y i � 5� �. �:. � � '-� -r i�a ��,� �i� � � n , �� _�'' - ___ j 7' ri �i ,i. r 1 � ' � � �1�/ -. � � � �.1.� � (N)�m 'k� � �'37-.� {' � � � .�' �� wiHoow ro (E) cEMENT ri�E RooF � ". �� - �.. � � U a-; � �i ] ��` MATCH (� �� "'„- �{ �'- t�� '�1, ;`� `.a � � . �. .,� •� �! -- � � �'Y� / /� o� �r. .a "• � , ` ' f �}-" �;� � `.� / / � ` �*Y �J��. - ~^ �f , .� ,�� r� 1 �{ �x � _ _F'�� - �f. / � '� • _ �'f' i. *� , , � �_ _ ` � � 's _ - . � , - -..-ti_ �� •. f . ..• '• a y �4 ;F r �k} _ f �r � � � . i � � � . ' � . - , ` '''af �* �`k- kl�'k�t�� .r��''� +.� • ., - � TS - '� :f O � R m ... .� „ �. , � t �� ,, r--� _ O � � � � - _ _ - : . ; � , _ �_ . � , , , - . . � . ,. . .. --- - --- --- - ,� , - , , � - - �/ ; _ � _ 7 � ^+,,}'r�►7 � �� ' t. � �1. �„ '�.- , '.�'f5��p '� Fy' a � __ � E k ._ � � � ' � :� ' I � Y'w r � .� l- �!F w - `� _ �� L - • - -- — F' " ' ' �" �� * } . � � �� '�( � v � — � �� ++ �.=,�4+ '� 1• �' � p T•.• �. •� �� -� � I+ �Si?'� ' '� -tiil�:f�4 -+.,.'+ `, � �� •� ' ' ' � ' ` �` '��'� . I' � � 1��'�`•�� - � 'i' �� T,�k r��' 1* � ' �! � t - - . _i � � � � � 0 0 0� � -,�� , . , � ��-_�- � ______ �` � r� '��' � �� '�� . ~ ' f . '� „' `�rY .; �: r ' w. y i� `y L �� - �� _�' 7r..�- � .� � - � �� --------------- -- I • + . . � w7'F `r�rt--- �• J � �`r. � -�' ,,,� �' � ' - } _. '- (E) CEMENT 6� T�' _ , � - _ �'��' � � - pLASfER WOOD C -� _ •a. � � � FlNISH � ^,,.�,/ O — ` I--L� Q1 \�� •~ � PROPOSED STREET VIEW ~ ,� sc� . ,�4"=,'—o" � � �' o � � �� o � � � � � .-� GENERAL NOTES : 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE iHE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT h ARE FOR USE ON THIS PROJECT ONLY 5. COPYRIGHT 0 OF ARCHANA JNN. SHEET NAME : STREET VIEW REVISIONS BY � � � � � � DRAWN: CHECKED: DATE: 5/5/17 SCALE: AS SHOWN JOB No.: SHEET No.: A3e4 c�M�NT Ti�� r�oo� o/ 'S 2 LAYERS ROO�ING PAPER TYPE 30 LB 0� RADIANT BARRIER PLYWOOD 0� TRUSSES PER srRucTURA� DESIGN �� / ATTIC � �" SHEETROCK FINISH BELOW �/8" c�M�N� I'�ns��F� ��,__, �INISH 0� 2 LAYERS OF � �� (E) CEMENT TILE ROOF 60 MIN. WATER RESISTANT , BARRIER 0� P�YWOOD 0� �� ;'��, �x STUI�S " � r� (_ ( � (E) � ATHROOM CATHEDRAL / CEILING �x-r. � �' SHEETROCK �� / �� FINISH � BELOW ��N �" SHEETROC� FINISH BELOW � � U _� _ _� � 00 r-� DINING °� � BEDROOM CLOSET �-J � r J BELOW ' �� STAI RS �� J./ 5� S I ��P� f�,�I I� �? �� 5� S L 0 P E M I N � 00 - (E) FOUNDATION � AND FLOOR ; � ,-� FRAMING � � � �iJ � � SECTI ON A- A � ~ �' ,� sc� . ,�4"=,'—o" � � �' o � � �� o � � � � � .-� c�MENT ri�E RooF o/ >, LAYERS ROOFING PAPER IYPE 30 �B 0� RADIANT BARRIER P�YWOOD 0� TRUSSES PER STRUCTURA� � � 7�8" CEMENT P�ASTER FINISH 0� 2 LAYERS OF 6o MIN. WATER RESISTANT �" SHEETROCK BARRIER 0/ P�YWOOD 0/ FINISH BELOW (E) CEMENT TI�E ROOF (E) cEMENT Ti�E RooF zX sTu�s GENERAL NOTES : � 1. THIS SHEEf IS PART OF A SEf dc IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE iHE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FlELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. BEDROOM HALLWAY BEDROOM 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT h ARE FOR USE ATTIC �� ON THIS PROJECT ONLY ABOVE GARAGE � (E) ATTIC 5. COPYRIGHT OOF ARCHANA JNN. SHEET NAME : �" SHEETROCK ONE HOUR �" SHEETROCK FINISH BELOW RATED WALL FINISH BELOW S ECTI O N S (E) GARAGE °� CLOSET HALLWAY REVISIONS BY OFFICE HALLWAY MASTER BEDROOM 2� S�OPE MIN � CONCRETE �RV E WAY �� XYJ"� 5� S�OPE MIN _ � � �(E) FOUNDATION i PARTIAL FLOOR TO BE RAISED (E) FOUNDATION AND FLOOR � WITH PRESSURE TREATED WOOD AND FLOOR FRAMING � SLEEPERS TO MATCH (E) FRAMING � INTERIOR FLOOR HEIGHT � DRAWN: CHECKED: DATE: 5/5/17 SCALE: AS SHOWN JOB No.: S E C T I 0 N B - B � : ,i4��-,�-o�� 2 SHEET No.: A3 . 5 _ o � I I I I N � N � W � - - - - - - �C �SPH �T � � � F F�OFERTY � �IE �� RE/� C;R ' II� � O EXISTING �OTS /�NC �NCHOR o � � � BSB� Bui��iN� sETB��c , uNE , i CENTER�INE C&G CURB /�ND �UTTE� � z � � QQ CB C/�TCH B /��IN c�'n Q � , � --- --- CO C�E/�N 0�– EASEMENT �INE –S� �ANITARY SEWER �INE m � � � � i - - - – � DW DRIVEW/�" � � ' –s� — STORM DR/�IN �INE EB E�ECTRIC B�X � - - - – � o o � EM E�EC TRIC M_TE� cn 0 EP EDGE 0F P;,,',iE',,1E'IT – OH OVERHEAD POWER �INE � � FH FIRE HYDR/��IT � m � � ;� ��IO�� FEI�C E Gn GUY /�NC HOR I I cn _ Z I I -, cn GM G/�S METE� : � o �� EB � � �;A`�IF� �'C F IV� IRR G/�TIC � . ��E �P �IGHT PO�- D4_i-� � �IK� HY�I�/�\ MB M�I� BOX -== � i � �W � � � - � / � MH UTI�ITY I�I,��I��C� � I / � JCI�IT ��E P.U.E. PUB�IC UTI�ITY E �EI�IE�IT 1�p P U B L I C S E R VI C E E A S E M E N T o _�� _ �� :�� ;�_�,T ��:��,�� P Po��ER Po�E i � �� / � P B�icK coNc F�i�_,�� ,��✓ � 0 �R� Rn�in� BEnRiN� i s� sT�EET u�HT � � � � � I I� \� ( � '� I JI�) SDMH STORM DRnIN/`��E M �I� ��- o qC � � � �P � � ' � � � � � SSMH S/�NITnRY SEWEF� M/�NHO�E z , I � , I ,,�� AB N ONED � -- ° " / � `� � � ��` G�0 N --- — -'-=� - - - - - - - - � _ _ _ _ _ SSC�O THROU GH C URBR D i_,E�:�'�l Oi.�T o � ,� � ',\�\ �� V�_ � „ ,� I � � � L �� '' CONC WALL�� ° � ; '� , O� a o � % � � , TS TR/�FFIC SIGN � � , � ! i VG V/��EY GUTTE� � „ qp � � vV00D WALL � SDMH � � �i 1� T , � � � � WM Wi�TER MET R I RIM: 333.55 � � � � � � � 6"T / � 8"T / z � 6 T � �� ,> „ „�.; ,r�;'�,T_� � %E � GRO�f�d� � 18 T � � � � o � � � o � ,_ � o N \'�� o I z E GM GROUNU � � 6„ / ,I�\ � � / � � � '� ' A L� I I � � � � ` DISCLAIMER: T �\ o CONC CURB & GUTTER ��,!� W � � � � SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR � � � _ _ � � _ _____ BRICK PLAN ER � � W THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. � � � � N � DW � � � \ w ��./. ,_ � � O i — — — � � HousE �� / » �� NOTE: � o O/ � � GAR. I � c� 6 T THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. � ; � � " � � - - � \ FF: 333.00 � c,� , 0 1 UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES Q ,� / � / � � \ � FF: 334.25 j �1 ' °O I ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND I • o N � ^ I� � �� ' ___ llND � � I g UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED � � I � � �� o GR UN � \ � �� z � � BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. � N � Ln � \ � � � � � � o � O BASIS OF BEARINGS: � G OU D FOUND SURVEY MONUMENTS ALONG THE CENTERLINE S STELLING ROAD. RECORD z o � GROUND � Y O � I c� o I INFORMATION WAS USED. PER RECORD MAP, BOOK: 542 PAGE: 12 WHICH IS FILED I � � � I � (� \ � o � � � IN THE COUNTY OF SANTA CLARA RECORDER'S OFFICE. o � � � W � � 40"T � 32"T z � � � � I o � I I 1 � I o ca � REFERENCED ASSUMED BENCHMARK: I N (n � � �� CO ( � � � � SCVWD BENCHMARK WM � � I -- � �� BM #1084 � �I � , � � „ ALL � DISK FOUND , ; � I �� 38 T GROUND �� i � , � ELEV= 344.22 i � � ; � , c� _AD� , � (NAVD 88 DATUM) o � �� >, �� I �� GROUND ;/ / A�? � ' z � � � o �, � AC �� ' � � ' - --� � „ � � GROUND �, _ � � � G-�-- — ��-��__�_°�,__�_�- � c�R�uNn i � 1 SITE BENCHMARK: r�__ � - - - - � _ _ _ _ `� -----� ---�- ` SURVEY CONTROL CONC CURB & GUTTE � � � Mg o R�CK�ALC � _ �� / � � � \ 14"T � � SET MAG NAIL , I� W � \ � � _ _ � i / � �� / ELEVATION-333.00 � 00 / � Eg � \ � i �, — — � � � ,fi�_, TREE DRIP LINE (TYPICAL � � CONC CURB 8c GUTTER� I I o NOTES: 0 = N I 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. � � I � 0 2. THE GROSS AREA OF LAND OF RECORD IS 7,140 SQ. FT. f. � DW � 3. THE MAP WAS BASED ON A GRANT DEED DOC.# 19212264 BY FIRST AMERICAN TITLE C0. DATED 12/05/2006, RECORDED IN SANTA CLARA COUNTY. o I SSMH �, RIM: 333.17 � i� � � � 4. ALL EXISTING BUILDINGS ARE WOOD. � � 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. � 6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN � CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE o � o � PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND � � ' REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR , USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A \ BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WHICH MAY HAVE � SDMH DETERMINED THE ACTUAL PROPERTY LINES. o � SSMH RIM: 334.20 = o RIM: 334.08 \ � � SCALE 1"= 10' � � W � — � � SDMH � GRAPHIC SCALE � � RIM: 333.80 � — � � �o 0 5 ,o zo ao � CO � � ( IN FEET ) � � 1 inch = 10 ft. o N _ � MH �RIM: 334.28 �� z _ _ S89 ° 57' 40" E L =55. 8 � _ 2 � R =q-�� -�� LAND CITY OF CUPERTINO 1 SE,O Sp�P F .:�crcc� k, .,�., �`��Q'� A. �j��F'o 1170 South Stelling Road � � TOPOGRAPHIC SUR�/EY MAP Cupertino `��°d �`�� 9,. No.8743 � APN: 362-25-046 [ tJ- - � �F ��`�� O REVISIONS DESIGN DESIGN CITY APPR. ��/ �'J 1 / �A�- BY DATE APPR. DATE F � t �� _ � � _ �t � �� T-1 2��c��:�_;