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Plan Set.pdf �i � r - � . ;� ' �� _ . � . � � _ . _ � � � STUDIO S SQUAREa _ ��. _r- , ' L� � �rl - •� � � ' ,'t . . r t ' . . . J . _ � . . . � l��. l.� + � ti — ,'. s' �� ' . � � � � ��. � � � � � � L � � - 1000 S Winchester Blvd . . ' I �� _ � � � San Jose, CA 95128 � � `� P : (408) 998 - 0983 • �ti� �T� • S- L _ �� F : (408) 404 - Ol 44 _ - . . _ �� . _ - . , - � . , . � � �, f_� � r ; f. -+ r � . � '� ` - � - • • ' � . � � . i- '� � �- � F ' �1 fi rr �� C/' �d . � ��'� � �'1 , � I r'F�f_— ' a r�� _ � ' - ,\` � � . . � �. ��f . ' � . �.r '� V . }, �' �� I � e� ' � _ � � I , � � • — � - ' ��.. — �1 . . — . .� ` r. 1 � .ti O � � I � T �� t --r • . 7 � •�-�'I'J}'• � � � � w w L J r i � ' . �.'� r � � �� i� � � =r�5 � �_ � � Z � X I + .. �` ., ' k .. ' �' i - _r. • , _ ' � •� � � •��.� �� W w ■ti �1 . F �{� [r�y F 7 Q ^ � � � ,. � f . ' _ ,_ x � j . ti � L � I � . • • �� •i Y � ' � f W � � 5 � ' � � �' .' I � � �� `J O I � .. '. . �I � � ' ' I I I �� ii .�' �� — — � L � ~ ��I ,� . � � � J � ' � � � w '�-� � � ' I ��`� �� r I � w Q , Q � 1 � _ � 4� ,� , �� / `� Q z �' s i � I w Q � . =ti'h . � i � ti:�a Fi1�,�� • • ' � � • • ... • '• . � I ' ' ~, � Z w = �' 'a ( V � — ! — -. • • • '�• — ' , � - --- - � I • v J <n Z c� — — • — _ — — — - — — _ • , - _ — _ � _ � Q ' n I..L LL, v � � Z 0 W I I � � � LOCATION MAP SCOPE OF WORK SHEET INDEX PROJECT TEAM z M O � . DEMOLISH AN EXISTING ONE STORY RESIDENCE ON DEVELOPED SITE. NEW GENERAL O W N E R v �"�� ,�'�� CONSTRUCTION TO BE A TWO STORY RESIDENCE WITH 5 BEDROOMS, 3 A0.0 COVER SHEET Feng Shi and Dongxu Lu � � � '��"':`�`��"`� BATHROOMS AND 1 POWDER ROOM, WITH 2,476.8 S.F. LIVING AREA, AND A0.1 b GENERAL INFORMATION SHEET 10340 Orange Ave O } ��t��i,��r,:: �:��r. � � -. � -�-:-t � 461 .7 S.F. GARAGE TOTALING 2,938.5 S.F. ON A 6,531 .0 S.F. LOT. A0.2 FLOOR AREA CALCULATIONS Cupertino, CA 95014 � = � J �� „ A0.3a EXTERIOR PERSPECTIVES ph: 734-620-9295; 734-680-3578 � � � � ��, `�� A0.3b EXTERIOR PERSPECTIVES email: fengshi70@gmail.com; Idxstc@gmail.com � �� A0.4 STREETSCAPE O ��c� � ��i� z �,� �.��f � ��' � ,.... . : . ARCHITECT , �, :;: �#��F��_ � � � CIVIL Studio S Squared Architecture, Inc. i ��' ��`�� :_ � �� L C.0 TOPO SURVEY 1000 S Winchester Blvd � * � ' � *� - San Jose, CA 95128 J `''•��' �� -� . P ROJ ECT S U MMARY ARCHITECTURAL attn: Eugene H. Sakai, AIA, LEED AP Z � �'�� A1 .0 SITE PLAN AND DEMO SITE PLAN ph: 408 998 0983; 408 404 01 44 O �� CA�-�� A2.1 a 1 ST FLOOR PLAN email: esakai@studios2arch.com � � � � �� C�� fi;��;, �;;�E��r:� Assessor's Parcel No. 357-19-25 A2.1 b 2ND FLOOR PLAN J � . Zoning: R1-7.5 A2.2a LOWER ROOF PLAN C I V I L E N G I N E E R Q __ � Jurisdicfion: Cupertino A2.2b UPPER ROOF PLAN WEC & Associates � '� �� Land Use Designafion Residental 0.4-4.4 DU/ac A3.0 EXTERIOR ELEVATIONS attn: Ed Wu O ` � ' � o0 �y�� ,��,��„u� . Type of Construction: TYPE V-B, SPRINKLERED A3.1 EXTERIOR ELEVATIONS email: ed@weceng.com � o Building Occ. Groups: R-3/U (SINGLE FAMILY RESIDENTIAL) A5.0 SECTIONS � �o r Required Property Setbacks (1st/2nd): G E O T E C H N I C A L E N G I E E R � r � . Fronf 25'-0" LANDSCAPE Romig Engineers, Inc. � o 0 0 , „ , „ PPl PRIVACY PROTECTION PLANTING � � R e a r 2 0 -0 /2 5 -0 1 3 9 0 E I C a m i n o R e a l J J � � � � �� <15'-0", >5'-0", 15'-0"tota I /<30'-0", PLAN San Carlos, CA 94070 � Q � ��.��.-:-�,�� .�n�� .�� ..:��:;.� .�. � _ �:_�; ��. RighfSide >15'-0" 30'-0"total Ll LANDSCAPE PLAN attn: Lucas Ottoboni ~ ~ 1�1c7n�L, 1�i=;k� �-i;c�f� �cftiocrC�,1 l ir�c;oln �=f - � �� ' � �� L2 IRRIGATION PLAN z � -� <15 -0 , >5 -0 15 -0 total /<30 -0 , ph: 650 591 5224 _ � � Ea�rr,�r�t�ry ��h�o� � _. ' , � .�, Leff Side >15'-0", 30'-0"total z �r � fx: 650 591 5251 N N �� Proposed Property Setbacks (1st/2nd): email: info@romigengineers.com Q ~ ~ � � � � � � � Fronf 25'-3" /26'-11" z ~ w w Rear 29'-7" /53'-21/2" LANDSCAPE ARCHITECT � m � � ASSESSOR'S PARCEL MAP RightSide ��-$�� , ,5�-, ,�2�� o N z Z Greg Ing and Associates Z Leff Side 7'-9 1/2" / 15'-2 1/2" attn: Gre g G. In g � � z z Max. Allowed Building Height: 28�_p�� ph: 408 476 8682 � N w z z Proposed Building Height ±27�_7�� email: gin g@ gre gin gassoc.com O � � � a � � � � Lot Area: 6,531.0 = 0 0 0 Total New Garage 496.3 0 0 0 Total New Living Area 2,442.5 Total New Residence 2,938.8 w r 0 0 0 0 0 2nd:l st Floor Area Ratio 61.40% <66% (OK) Z FAR Percentage 44.99% <45% (OK) ~ Z o � Proposed Lot Coverage Ratio 3,121.4 � � Lof Coverage Percenfage 48.30� <50% (OK) Fronf Yard Area 1,256.3 Proposed Fronf Yard Impervious Area 583.9 Front Yard Impervious Area Percentage 46.5� <50% (OK) C O V E R S H E ET SITE APPLICABLE CODES APPLICABLE CODES (with City of Cupertino Amendments) 2016 CALIFORNIA ADMINISTRATIVE CODE, CAC �'� -�� 2016 CALIFORNIA BUILDING CODE, CBC � � 2016 CALIFORNIA RESIDENTIAL BUILDING CODE, CRC T I ��, �` 2016 CALIFORNIA MECHANICAL CODE, CMC Y ; 2016 CALIFORNIA PLUMBING CODE, CPC � 2016 CALIFORNIA ENERGY CODE, CEnC 1 1 • � 2016 CALIFORNIA HISTORICAL CODE, CEC �� / 2016 CALIFORNIA FIRE CODE, CFC � � 2016 CALIFORNIA EXISTING BUILDING CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS �_ i 2016 CALIFORNIA REFERENCED STANDARDS OC STUDIO S SQUARED ARCHITECTURE,INC. 1. Plumbing fixtures (water closets and urinals) and fixture fittings (faucets and showerheads) shall comply with Measure, and the corresponding Flat, Nonflat or Nonflat-high Gloss VOC limit in Table 4.504.3 shall apply. � the following per CalGreen 4.303.1: c)Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(3) and a)Water closets (1.28 gallons per flush)--The effective flush volume of all water closets shall not exceed 1.28 other requirements, including prohibitions on use of certain toxic compounds and ozone depleting gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined Section 94520; and in areas under the juris- diction of the Bay Area Air Quality Management District as the composite, average flush volume of two reduced flushes and one full flush. additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. b)Urinals (0.5 gallons per flush)--The effective flush volume of urinals shall not exceed 0.5 gallons per flush. d)Verification. Verification of compliance with this section shall be provided at the request of the enforcing c)Showerheads (2.0 gallons per minute at 80 psi) agency. Documentation may include, but is not limited to, the following: i) Single showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute i) Manufacturer's product specification. at 80psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification ii) Field verification of on-site product containers forShowerheads. �TUDIO S SQUAREa ii) Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the 13. Carpet systems shall meet Green Building Requirements per CalGreen 4.504.3 combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not a All new car et installed in the buildin interior shall meet the testin and roduct re uirements of one of the - = ,�; -. , + ;..: :. ) p g � g p q � . . cr � : . ." _ exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to following: be in operation at a time. i) Carpet and Rug Institute's Green Label Plus Program iii)Note: A hand-held shower shall be considered a showerhead. ii) California Department of Public Health's Specification 01350 d)Faucets. iii) NSF/ANSI 140 at the Gold level 1000 S Winchester Blvd i) Residential lavatory faucets (between 0.8 gpm @ 20psi and 1.2gpm @ 60psi)--The maximum flow rate of iv) Scientific Certifications Systems Indoor AdvantageT"'Gold San Jose, CA 95128 residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of � p g a p g P : (408) 998 - 0983 residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. b All new car et cushion installed in the buildin interior shall meet the re uirements of the Car et and Ru Institute Green Label program perCalGreen 4.504.3.1 ii) Lavatory faucets in common and public use areas. (0.5 gpm @ 60psi)--The maximum flow rate of lavatory F : (408) 404 - O l 44 faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential c)All carpet adhesives shall meet the requirements of CalGreen Table 4.504.1. per CalGreen 4.504.3.2 buildings shall not exceed 0.5 gallons per minute at 60 psi. iii) Metering faucets (.25ga1 per cycle)--Metering faucets when installed in residential buildings shall not 14. Where resilient flooring is installed, 80� of the total area receiving resilient flooring shall comply with one or deliver more than 0.25 gallons per cycle. more of the following per CalGreen 4.504.4: iv) Kitchen faucets (1.8 gpm @ 60psi)--The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons a)VOC emission limits defined in the Collaborative for High Performance Products Schools (CHPS) products per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to Database. Q exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute b)Products compliant with the CHPS criteria certified under the Green guard Children &Schools program. � at 60 psi. c)Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program v) Note: Where complying faucets are unavailable, aerators or other means may be used to achieve d)Meet the California Department of Public Health's Specification 01350 O � reduction. z J w w 15. New hardwood plywood, particle board, and medium density fiberboard composite wood products used in U � � 2.Plumbing fixtures and fittings shall be installed in accordance with the latest adopted California Plumbing the interior or exterior of the building shall meet the formaldehyde limits listed in Table 4.504.5 per CalGreen U Z � X Code, and shall meet the applicable standards referenced in Table 1401.1 of the latest adopted California 4.504.5 w W Plumbing Code per CalGreen 4.303.2 Z � � z a)The Formaldehyde Emissions Verification Checklist shall be completed prior to final inspection approval. The w w � O manufacturer's specifications showing formaldehyde content for all applicable wood products shall be Q � 3.Installed automatic irri gation s ystem controllers are to be weather- or soil moisture- based controllers per r e a d i l y a v a i l a b l e a t t h e j o b s i t e a n d b e p r o v i d e d t o t h e f i e l d i n s p e c t o r f o r v e r i f i c a t i o n. V e r i f i c a t i o n o f _ � Q CalGreen 4.304.1 compliance with this section shall be provided. Documentation shall include at least one of the following per - - J CalGreen 4.504.5.1: w 0 4.Annular s aces around i es electric cables conduits or other o enin s in the buildin 's envelo e at exterior b Pro duc t cer ti fica tions an d s eci fica tions. � w Q , P p p , , , p g g p � p O �/ � Q z walls shall be protected against the passage of rodents by closing such openings with cement mortar, c)Chain of custody certifications. w Q J W concrete masonry, or similar methods per CalGreen 4.406.1 d)Product labeled and invoiced as meeting the Compos-ite Wood Products regulation (see CCR, Title 17, � � C� ( � - Section 93120, et se U J Z " _ a�� v� z t� 5.Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste e)Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, � - w Q in accordance with Section A4.408.1 Tier 2. Documentation is required, submit waste management plan the Australian AS/NZS 2269 or European 636 3S standards. I � � in dicating how t he construction waste wi l l be handle d to t he en forcing agency for approval per Ca l Green f) Other methods acceptable to the enforcing agency. � C� Z z 4.408.1. � Q W 1 b. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be � O � 6. A construction waste management plan shall be submitted to the enforcing agency for approval and shall enclosed when the framing members exceed 19-percent moisture content. Moisture content shall be verified Z M conform with the following per CalGreen 4.408.2: in compliance with the following per CalGreen 4.505.3: � a)Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on a)Moisture content shall be determined with either a probe-type or contact-type moisture meter. Equivalent O � the project or salvage for future use or sale. moisture verification methods may be approved by the enforcing agency and shall satisfy requirements U b)Specify if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed found in Section 101.8 of this code. (single stream). b)Moisture readings shall be taken at a point 2 feet to 4 feet from the grade stamped end of each piece to be � c)Identify diversion facilities where the construction and demolition waste material will be taken. verified. O d)Identify construction methods employed to reduce the amount of construction and demolition waste c)At least three random moisture readings shall be performed on wall and floor framing with documentation generated. acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. � e)Specify that the amount of construction and demolition waste materials diverted shall be calculated by d)Insulation products which are visibly wet or have high moisture content shall be replaced or allowed to dry � weight or volume, but not by both. prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. O �� 1�� 7. Utilize an enforcing agency approved waste management company, which can provide verifiable z �� ,�'��'�'�f qf �� documentation that the percentage of diverted construction and demolition waste materials meet the 17. Each bathroom shall be mechanically ventilated and shall comply with the following requirements per I C� �`� "� 4 requirements in Section 4.408.1 per CalGreen 4.408.3 CalGreen 4.506.1: � �� ,�� y a)Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. J * �, ��- ]-�]`a *� 8.Generate a total combined weight of construction and demolition waste disposed in landfills that does not b)Unless functioning as a component of a whole house ventilation system, fans must be controlled by a � ��- exceed 4 pounds per square-foot of the building area. Disposed waste less than 4 psf of the building area shall humidity control. Z '� meet the minimum 75�construction waste reduction required in Section 4.408.1 per CalGreen 4.408.4. i) Humidity controls shall be capable of adjustment between a relative humidity range of less than or equal to O �� CA�-�� ` 50%to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. �-" "� 9. Provide the enforcing agency with documentation that demonstrates compliance with Section 4.408.2, Items 1 ii) A humidity control may be a separate component to the exhaust fan and is not required to be integral J through 5, Section 4.408.3 or Section 4.408.4 per CalGreen 4.408.5 (i.e., built-in). � a)Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" (located at c)For the purposes of this section, a bathroom is a room which contains a bathtub, shower, or tub/shower � www.hcd.ca.gov/CALGreen.html) may be used to assist in documenting compliance with this section. combination. b)Mixed construction and demolition debris (C&D) processors can be located at the California Department of d)Lighting integral to bathroom exhaust fans shall comply with the 2013 California Energy Code. O Resources Recycling and Recovery (CalRecycle). � �/ O 18. Heating and air-conditioning systems shall be sized, designed and have their equipment selected using the � 10. An Operation and Maintenance Manual compact disc, web-based reference or other media acceptable to following methods per CalGreen 4.507.2 � r m the enforcing agency including, at a minimum, the items listed in Section 4.410.1, shall be completed and Z a)The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J-2004 (Residential Load 3 placed in the building at the time of final inspection per CalGreen 4.410.1 Q � � Calculation), ASHRAE handbooks or other equivalent design software or methods. � o � � � a)Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle b)Duct systems are sized according to ANSI/ACCA 1 Manual D-2009 (Residential Duct Systems), ASHRAE of the structure. J J handbooks or other equivalent design software or methods. Q Q b)Operation and maintenance instructions for the following: � � c)Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2004 (Residential Equipment i) Equipment and appliances, including water-saving devices and systems, HVAC systems, water heating Selection) or other equivalent design software or methods. � m m systems and other major appliances and equipment. d)Exception: Use of alternate design temperatures necessary to ensure the system's function is acceptable. � > > ii) Roof and yard drainage, including gutters and downspouts. N N iii) Space conditioning systems, including condensers and air filters. J ~ ~ 19. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts z Q � � iv) Landscape irrigation systems. and e ui ment b a nationall or re ionall reco nized trainin or certification ro ram er CalGreen 702.1. � ~ w w q P Y Y J Y 9 9 P J P v) Water reuse systems. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a � � � c)I n f o r m a t i o n f r o m l o c a l u t i l i t y, w a t e r a n d w a s t e r e c o v e r y p r o v i d e r s o n m e t h o d s t o f u r t h e r r e d u c e r e s o u r c e person trained and certified to install HVAC s ystems or contractor licensed to install HVAC s ystems. Exam ples of J Z � � � consumption, including recycle programs and locations. acceptable HVAC training and certification programs include but are not limited to the following: � p v� Z Z a)State certified apprenticeship programs. � � Z Z d)Public transportation and/or carpool options available in the area. �/ � e)Educational material on the positive impacts of an interior relative humidity between 30-60% and what b)Public utility training programs. w w Q Q methods an occupant may use to maintain the relative humidity level in that range. c)Training programs sponsored by trade, labor or state-wide energy consulting or verification organizations. O o � J J f) Information about water-conserving landscape and irrigation design and controllers which conserve water. d)Programs sponsored by manufacturing organizations. L.L � � � g)Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet e)Other programs acceptable to the enforcing agency. = O O O away from the foundation. O O O h)Information on required routine maintenance measures, including, but not limited to, caulking, painting, 20. Where storm water is conveyed to a public drainage system, collection point, gutter or similar method, w N N r grading around the building, etc. water shall be filtered by use of a barrier system, wattle, or other method approved by the enforcing agency. o O O O i) Information about state solar energy and incentive programs available. p z U Z 11. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency until the final startup of the heating, cooling and � � ventilating equipment per CalGreen 4.504.1 12. Architectural paints and coatings, adhesives, caulks and sealants shall comply with the Volatile Organic Compound (VOC) limits listed in CalGreen Tables 4.504.1- 4.504.3. Finish materials for pollutant control shall G E N E RA L comply with section CalGreen 4.504.2 a)Adhesives, sealants, and caulks used for the project shall meet the requirements of the following standards I N FO R MATI O N unless more stringent local or regional air pollution or air quality management district rules apply: i) Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply S H E ET with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1 168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products, as specified in Subsection 12.1.2 below. ii) Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of -- -�� product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid �/ ounces) shall comply with statewide VOC standards and other requirements, induding prohibitions on use of � \ certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. T � y�� \` \ b)Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested � i Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for � coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be 1 '� � / determined by classifying the coating as a Flat, Nonflat or Nonflat-high Gloss coating, based on its gloss, as � / j� defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control � � _ _� - - CALGREEN RESIDENTIAL MANDATORY MEASURES 1 OC STUDIO S SQUARED ARCHITECTURE,INC. Tabulation--SHI LU Residence �' New First Floor Living Area LENGTH8�WIDTH NLl 236.2 16'-10 1/2"X 14'-0" NL2 239.4 7'-6"X31'-11" N L3 699.3 20'-1 1/2"X 34'-9" N L4 335J 23'-7 1/2"X 14'-2 1/2" NFL Total 1,510.6 New Livinq Second Floor Area N L5 229.0 22'-3"X 10'-3 1/2" NL6 201.3 20'-11"X9'-71/2" STUDIO S SQUAREa NL7 113.1 7'-6"X 15'-1" .. �. - ,•-• � N L8 236.7 19'-1 1/2"X 12'-4 1/2" � . .r !-i . ' r ..� . ' + �..� ,. N L9 151.8 20'-1 1/2"X 7'-6 1/2" NSL Total 931.9 3'-0" 14�_21/2�� 20'-61/2" 3'-0" NewGarageArea 1000 S Winchester Blvd NG 496.3 23'-11"X20'-9" San Jose, CA 95128 NG Total 496.3 P . (408) 998 - 0983 New Porch Area I . (408) 404 - O l 44 0 � �H5 NP1 3.0 3'-3"XO'-11" � N P2 145.8 10'-3 1/2"X 14'-2" �----�_=- ==== =��--I N P3 468.2 22'-9 1/2"X 20'-6 1/2" � i o O NP Total 617.0 / � i �j � . � i NewBalconvArea Q � i i NBl 47.7 4'-0"X 11'-1 1" U / i i NB Total 47.7 � j � O � / i i Overhangs z J / i i OH1 133.5 44'-6"X 3'-0" w U � � / i i � OH2 21.2 7'-6"X 2'-10" Z �/ X i , OH3 59.5 3'-0"X 19'-10" �7 WQ W � I> � OH4 243.0 81'-0"X 3'-0" L � `J � i N L4 � I I \ OH5 40.3 2'-10"X 14'-2 1/2" w w � z ^ � � � NP3 I I a, OH Total 497.5 Q � U O N // i I I I N _ � J � i N � � j � � � I I Lot Area: 6,531.0 z � � LLJ Q I NG Total New Garaqe 496.3 w/1� Q / z / TNL=NFL+NSL Total New Living Area 2,442.5 O LL W Q i�___�____=====i�____�I I � I� I� `L � � / -111i % �I �II I / TNR=TNL+NG TotalNewResidence 2,938.8 � J Q / I� I / �I III i / I I NSL/NFL 2nd:istFloorAreaRatio 61.40% <66%(OK) � � ( ^ — � ��-- U � z v = 7'-6 1�2" 1 1'-1 1" // �I �� TNR/LA FAR Percentage 44.9% <45%(OK) � � � � / III PLC=NPL+NG+NP+OH Proposed Lot Coveraqe Ratio 3,121.4 � > � II II i� I \� I� � �I PLC/LA LotCoveraqePercentaqe 47.8% <45+5%(OK) _ � � i /1/ W I j I I III I � / I First Ffoor Livinq Area and Garage Area LCP 30J% LL (f� � z � �B� � � �� I � � � �� Patio,Porch and Overhangs Area LCP 17.1% � � � � � -i �� I � O � � z ---- --------------� ---� -----' � r- --------- -� ----- ------- ------- ------1------ ------- , �-------------------- -----; O �' � � ---�------ ------- - , � � , 0 ---� , � � � � � �' 12'-4 1/2" � ii ' ' � !i ,' U ! � �i �i � � !i I �, I� ;� � ; �� I - � � � � � � � I I� ;- � � I �� I NL9 I,� ; � �� I � �' _ � � I ' � � �-�"�--T-- I I - N � i � N � , � , � � ' NL3 � � O A R � o ;I I� N L8 � N o �� I � o �� i� � ---------- -- � , � / I� � j L cc. .�.• q, C'�, _ � I I � � � A��f I-------------�i i � I i I � i C� ��, -� � I I� ; o , � ' � ,� � C27,719 � . � � � � i � ,/ � * `��,, 12- ]-17a *f � I� ;� i �� J � ��- I r�� ;i ; I� � Z � I � ;�� ` � � �' � °� c��-�� ' i I� I � I 34'-9" � � -,.� � / � � �-------------�I -------------rt--__I�-----� L---- ----�-------------------_� ------------------� J � --- �i 1 '-1�' I II � I -- --/ ----i ---� 31 -1 i I I ----- i 2'-10" � �I I I I i ! 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'�i-. � - .. b-.¢ i �r � .�l 'r,:-- ..� ,rY • � __ �.�:.K.r� ' .i�+7�-t'� :r�� ` ,i r :�.�' 1� •+�'3. •,��.'f�,�. _ _ _ _. .' . � .. . . � . � � ��w+!.�r..y. , z '�-.�.,,� y►`"h �,..�� `x`:� -_�'r'� _. �x" �-- ' � - I S�� #TCG� r . �:��f. . � �� _ _ J C' �� '� �'� � T �' w ��,�� ,��, !. � �� - - --- --- ---.----- - - - �b z �*�, 12- 1-17 � * � � O � b��- 10315 ORANGE AVE. 10325 ORANGE AVE. 10331 ORANGE AVE. 10351 ORANGE AVE. 10361 ORANGE AVE. J �� r� � �_.� � O � STREETSCAPE IMAGES - 1 � � � " � Q } m SUBJECT PROPERTY � Z 3 PL PL - Z � > � � � + � � � � y, ;° '�� , � z . . � � �� ' ' . I I �� " _ -�__ ' 4 " ��+�. � � � z J J � ..�. � � �� r��.�� .. . �� Q Q Q i i � � * * _.; J � � . . � ~ � � � m m II � � � _ _ � � � . . �' �� }` � � � �, � J � � � � � � � � � i i � � p-' . . ' - 10315 ti� . +� • � w t � O � � � � � ±30'-0"(128.82') ' •. _ � � C� C� � �. � �4 10320 � � � z z — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — — . — . — . — . — . — . — . . — . — . — . — . — . — . — . — . — — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — — . �+ _ � � z z �I � I � � F ' � }. � - � w w Z Z 3 � � Q Q � � � 10325 �* , � � � s�� r� . � �" - � r ' �+ r -" 10330 � � � I I ; _ �a � o 0 0 .E .�� w o 0 0 — • — • — • — • — • — — — • — • — • — • — • — • — • — • — • — • — • — • — • — — • — •I — • — • — • — • — • — — — — — — • — • — • — • — • I— • — • — • — • — • — • — • — • — • — • — • — • — • — • — • — • — • — • — • — . — , —±20,—��1 18.82') �{ � � 10331 � � � + o 0 0 0 } � � Q c� ri v . . � � � � �� f; {� ' � 10340 � I � I � l.L` I, � � � Z � . Z . Y� r w O � Z I j I r � � _�� 0 � w O _ � � • Q • ' f _ Q � ,� � � . �*. � � � _z _ ±10'-0"�108.82') + � - 10351 + ' 10350 — • — • — • — • — • —� — • — • — — • — • — • — — . — . . — . — . — . .i — — • — • — • — • � — • — • — — — — . . — . — . w . . — • — • — — • — • — • — • — • — • — • — — • — • — — • — • — • — • — — • � � �'�r - o + �� 1 Q + ,� * f � 4 �� r S � �; � ; = - �� STREETSCAPE a �� _ � • � , � � � 10361 �' 10360 ' r — — — — — - — — — — — — — — — — — +�,-0„�98.82') � � �� - � � � � �' � ' � � . . � � � � � � R � ��.+ ' �+ 10330 ORANGE AVE. I 10340 ORANGE AVE. I 10350 ORANGE AVE. SUBJECT PROPERTY ' __ � �� . _ �_ 't� �. � � _ . ... �� . �_ �, � � „ I I `� • +�� y� � • STREETSCAPE ELEVATION 1/8" 3 NEIGHBORS - 2 OC STUDIO S SQUARED ARCHITECTURE,INC. � � LEGEND� AC ASPHALT CONCRETE BC BUILDING CORNER LU & SHI BW BACK OF WALK �B CATCH BASIN RESIDENCE CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY ' EC EDGE OF CONCRETE G NORTH 50.24 EM ELECTRIC METER — — — — — — — — — — — — — — — — — — — — — — — — — � c, �'� �,�o �,�� F� c,,�� F� — — — — — — — — — — — — — — — — � � EP EDGE OF PAVEMENT � ��' �� FCOR FENCE CORNER 10340 ORANGE AVENUE �o � FD FOUND CUPERTINO, CA � FF FINISHED FLOOR ��`�� , oo �� F� F�ow uNE APN: 357-19-025 I z +��'� �c�,�� I I FH FIRE HYDRANT I � � o� I I FW FRONT OF WALK +��' �' G GROUND 0 5 10 20 I GC GARAGE CORNER � � GF GARAGE FACE/FRONT FG �2�+G GFC GROUND AT FENCE � � C I � ,� I I GM GAS METER I +�`� I I HCR HANDICAP RAMP 8� A S S O C I A T E S +��-�' +c,�o� INV INVERT � I IP IRON PIPE � ��,�� F�' � � JP JOINT POLE 2625 MIDDLEFIELD RD#6Sg I � I � I LG LIP OF GUTTER pAj_,Q Aj_,'j'Q, CA 94306 o/H OVERHEAD « TEL: 650 823-6466 I � I � I PC PROPERTY CORNER � � �' FAX: 650 887-1294 � � � � �o � RW RETAINING WALL � � +��'� +�� / � SL STREET LIGHT �� I SSCO SANITARY SEWER CLEANOUT 0 ��'+� SSMH SANITARY SEWER MANHOLE I ��v� �� SDMH STORM DRAIN MANHOLE I I I TBC TOP BACK ROLLED CURB � L 0 T � O TC TOP OF CURB +�`�� o o ��°� AREA = 6,531 ±SQ.FT. ExisTiNc � TOB TOP oF BaNK � TOE TOE OF BANK � o �' GARAGE TP TOP OF PAVEMENT z � F � � � RIDGE=110.05 � � TRC TOP OF ROLLED CURB � 3"TREE � �N ,� �� TW TOP OF WALL +��'�� +�� ±�� VCP VITRIFRED�CLAY PIPE � WV WATER VALVE I I I WM WATER METER BOX -CN- CABLE TELEVISION LINE I �, -�� ,a I I -E- ELECTRICAL LINE � � � � � � o a �, � c, � � -G- GAS LINE ��' �� c�� I -SS- SANITARY SEWER LINE � +��'�� '� DECK �� Q � � � �SD- STORM DRAIN LINE LICENSE STAMPS AND SIGNATURE I � + � � � T TELEPHONE LINE I �� '�� I I -W- WATER LINE �� `�� ssco� ��` �� i BASIS OF BEARINGS� ��a RAN sU.� � F � THE BEARING, NORTH, OF THE CENTER LINE � � I �� °� �� I I OF ORANGE AVENUE, AS SHOWN ON THAT V �;� _ � I �� I I CERTAIN MAP FILED IN THE OFFICE OF THE r, o RECORDER OF SANTA CLARA COUNTY, STATE * � � � '°j OF CALIFORNIA, IN BOOK 3 OF MAPS AT �, �. g�3� * a ��' � PAGE 43, WAS USED AS THE BASIS OF �'q ��:� ��,G I BEARINGS SHOWN ON THIS MAP. �p� a�"�'r i 10330 ORANGE AVENUE 10340 ORANGE AVENUE � ��, � i ,� 10350 ORANGE AVENUE i �"� EXISTING HOUSE EXISTING HOUSE � �. � �� EXISTING HOUSE � RIDGE=124.73f � FF = 101.08f +'`� �� RIDGE=115.64f � 8�� : � !� F RIDGE=115.35f �, � � I o � o � TBM ELEV=100.00 (ASSUMED) ISSUED � o � � � � � °� � � No. Description Datc � o �-�� 1 0�0 � UTILITY NOTE� z EM& M �� z � — — — — — — — — — — — — — — — — UNDERGROUND UTILITIES. SHOWN PER — — — — — — — — — — — — — — — — � F, — — — — — — — — — — — — — — — — — — — — — — — — — � ��' � SURFACE EVIDENCE AND RECORD MAPS. F ��' PORCH �� ° � � � � MAY BE DIFFERENT THAN AS SHOWN. � �, �,�- ��, �.`� �,��`� �� c� � BEFORE EXCAVATION, CALL UNDERGROUND � o� �. SERVICE ALERT (USA) 1-800-642-2444. I �� ' � I c� �� ° � o � � � ��,� � �� `' �� ' � o �� i� LEGAL DESCRIPTION� 25 BUILDING LINE � � o +�'�° � I I � SHRUB � ��`� �� 20'�PALM +�� I I PAGE�43TRACT N0.97, MAP REF: BOOK 3 F'�' �"�� / �, �a �� a ��,�� DATE: AUGUST 30,2016 SHRUB +�� 14"PALM �� ,`�� SCALE: � – – `� – F�� SSCO�� _ _ � � 1 -10 — – – – – – – – – – – – – – – – – – – – 1 MEASUREMENT OF BUILDING LINE IS TO D��; SIGN� � � � �� ' �� WM ' �, ��PG&E THE FACE OF STUCCO OR SIDING BG �� NORTH�� ' ��F`'gg 6Q 50.24 +��`�� aE�Ec 1oB; 0/H UTIL 0/H UTIL 0/H UTIL 0/H UTIL 0/H UTIL 0/H UTIL JP gg 96 0/H UTIL 0/H UTIL 0/H UTIL 0/H UTIL 0/H UTIL 10078 �Q �� Q�� Q �� Q �� Q �� Q � �Q�� . ��' �� SHEET TITLE: �TBM ooEL=100.00 o° � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOPOGRAPHIC SURVEY O�NGE AVENUE SHEET N0. • � wEc � � �i ❑# = NUMBER TO KEY NOTE BELOW l . EXISTING PUBLIC RIGHT OF WAY--ANY CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY MUST HAVE AN APPROVED "PERMIT FOR CONSTRUCTION IN 15�-2 �/2��PROPOSED 2ND 15'-1 1/2��PROPOSED 2ND THE PUBLIC STREET" PRIOR TO THE COMMENCEMENT OF THIS WORK. THE FLOORSIDESETBACK FLOORSIDESETBACK PERFORMANCE OF THIS WORK IS NOT AUTHORIZED BY THE BUILDING PERMIT 15'-0"REQUIRED 2ND 15'-0"REQUIRED 2ND ISSUANCE BUT SHOWN ON THE BUILDING PERMIT FOR INFORMATION ONLY FLOOR SIDE SETBACK FLQOR SIDE SETBACK I�O RTH 5O e 2 4 10 H 5 0 10 2. (E) WATER METER--CONTRACTOR TO COORDINATE (N) METER WITH LOCAL - - - - - - - - u . � �- - - - - - - - - - - ,� - WATER COMPANY IF REQUIRED BY INCREASED FIXTURE LOAD I A U � � � � � � � w � 3. (N) GAS METER LOCATION � : �- ' ` �� : `�- .. ' '." ;. � Q Q m " 4. (N) ELECTRICAL METER LOCATION--CONTRACTOR TO COORDINATE WITH � N Q � PG&E FOR UPGRADE (200AMPS) TO (E) ELECTRICAL SERVICE 1000 S Winchester Blvd Q m � � o w ; CA 95128 � � Q 5. (N) 4" SEWER LATERAL--CONTRACTOR TO VERIFY LOCATION IN FIELD San Jose, I � � � P : (408) 998 - 0983 � 7'- 1/2"PROPOSED 1ST 7'-8"PROPOSED 1 T o � � F OORSIDESETBACK FL ORSIDESETBA K � o � 6. UFER GROUND CONNECTION PER CEC 250-52 8 � � o F : (408) 404 - 0144 � � � ,� 7. (E) TREE(S) TO REMAIN- PROTECT AS REQUIRED DURING CONSTRUCTION - DO � • • o � o m NOT LEAVE MATERIALS OR EQUIPMENT IN ROOT AREAS FOR EXTENDED � � � o N PERIODS OF TIME. SEE ARBORIST REPORT (IF PROVIDED) FOR ADDITIONAL - REQ�IRED - "REE3t11RE T o O � FL OR SIDE SETBA K a a a F OR SIDE SETBA K N � � INFORMATION \ � I a ° � �, N o 8. (E) SOFTSCAPE TO REMAIN U �' � 3 � � - � / A3.o As.o � 0 9. (N) SOFTSCAPE- SEE LANDSCAPE PLANS FOR MORE INFO 0 � O O O � O � � O O O , � � � 0 10. (E) FENCE TO REMAIN, TYP. W U � � � I � � I � �\ � � 0 1 1 . (N) FENCE AND GATE--VERIFY FINAL DESIGN AND FINISH WITH OWNER v o w � � � � � � � , a � � � Z � d � � � z � � `� 12. (N) DRIVEWAY, PAVERS OVER 8" BASE ROCK AND 2" SAND -- VERIFY PAVER W w � N � a _ DESIGN WITH OWNER _ Q U 0 d d a � � � J � , a a C/) W a 13. (E) HARDSCAPE TO BE REMOVED Z � _ i � , � I � � ��, a v � � O � � Q � � I � �\ \ I a d � 14. (N) HARDSCAPE--SLOPE AWAY FROM HOUSE @ 2�o MIN. _ J w Q ~ � I I � \� � \ I � � � ° 15. N 36" MIN. DEEP LEVEL LANDING PER CRC 31 1 .3 W STEPS MAX. 7J5" RISER - r~1 � � � � 20 II �� 6 PROVIDE EQUAL RISERS IF MORE THAN 1 STEP ( ) v J N z � � a � _ � Q � � � , �� a � o II �� \� �� \ � 14 ' � � 16. (N) OUTDOOR KITCHEN � C� z � Z � � A � � i � � 0 w � II � �� I I I � 15 17. (N) PORCH OR TRELLIS COLUMNS C/) � � I � ` � � I z � � � �\ \ �,,�- -- -- --- --- �-- -- -- -- -- -- ._ . '� 18. NOTUSED M .� � � �� - - - - - - - -- � � � �� \� I L • ',! �II • 19. (N) A/C UNIT CONDENSER PAD(S)--PROVIDE ELECTRICAL TO THIS LOCATION � , I � � � � \� I I I ; , I� AS REQUIRED, VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. A/C U \�� . � i ' i� �i UNITS TO COMPLY WITH JURISDICTION S NOISE ORDINANCE �/ � 'I �l �; � i- 20. TREE TO BE REMOVED O ❑ � � ' �I � �� A3.0 � I� �I � A3.0 � � � �_ , . � 21 . SECOND FLOOR OUTLINE � il � � �'i �� A R C y�T 13 � � � �li �I � c� �,'� �� ''-�� ❑ � I ` -- �,, ��r� �� -- • i ,� � C27,719 � � � i� - `� ( c.� �, � ! �'� �' � �-��' -- ,� -� I Aic � � � 12- ]-17 a *f SSCO� I � �I ,� �i � r � � � ��;C��I J ��,� ,� � i L��Ji_� � z y a ��- / 2 _ _ i� , - ��- I _ 19 �� CA1. � � A5.0 � � -�- I � �I '�i'I I � � � I A/C � / O �� • __ � 'i I I u I I �� .. _.I I � _,.� I � FU,u � I w,/H� �� J � ��, I �J (� , � � II �/ / II, �\ / �j /,� / / / �i ' j,- / � / �I � // � / �I o0 • � I� / /� / / �I • O ! , � o / � , , , , � � �o , � � 4 i I� i � � i �__ i o � r w W w � �� ,i � �� i u ----�---- 21 W � r � Z O O O .� � � �� I � � Lot Area: 6,531.0 � � � / O O � O � � I �' � �� ,� /� �� i � O Total New Garage 496.3 Q � � � � co o� co I ' , ,I , i , � i ' � o� Total New Lrving Area 2,442.5 Q Q � I I I � � I / ��I ' ' � � , � , � Total New Residence 2 938.8 � ~ ~ , °� °� °� � // �I" - -- -- "- "- � � 14 15 � 1 1 °� 2nd:lst Floor Area Ratro 61.40% <66% (OK) z � � � �� M � � � I � - - - � - - "� o FAR Percentage 44.9% 45% (OK) z J � � � � � � - - - T � Proposed Lot Coverage Ratio 3,083.4 z Q � � 11 � � � � � � �3 _ � _ �h000000000 000000000000000000 '� UQ � m Lot Coverage Percentage 4].2� <5�°f"o (��(� Q w w , � � � � � a a A30 � � �'� m m m � Front Yard Area 1,256.3 J � � (� I � - - - - I I � ° � I � Z N Z Proposed Front Yard Impervious Area 583.9 � o N z z � • z � o � � Z Z 13 _ _ ` 34'-9" a o ° o � Front Yard Impervious Area Percentage 46.5% <50% (OK) � N w Q Q � � � � � O O p � J J \ � � � Q J � d w O � � � � � � I �° 20 � I I �� 12 � I � � N o NOTES: = o 0 0 � ° o ' � 0 1 . (E) W A T E R S U P P L Y T O B E R E P L A C E D F R O M M E T E R I N. o 0 0 � N N r � Z � ° 0 2. (E) SEWER LATERAL TO BE REPLACED FROM PROPERTY LINE IN. o 0 0 0 7 �� '� � I I � A � �� o � ° � o T.Y.P. �� T.Y.P. w � � � �b�_o�� 5�_0�� Q � � � SITE PLAN KEYNOTES - o ° 2o ssco � �� ssco o � � - - - - - - - - - -Q� - - - - - - - � � � � PGCX E N SIGN I�O RTH WM 5O o 2 4 5 � I�O RT H �M 5 O o L 4 5 - - PROPERTY LINE--SEE TOPO SURVEY FOR MORE INFO o H uTi� o H uTi� � o uTi� O E�EC / / o/H uTi� 2 JP 2 REQUIRED YARD SETBACK/EASEMENT SITE PLAN Oc EXISTING LIVING AREA D EMO S ITE P LA N �TBM �TBM 1 E�=100.00 1 E�=100.00 EXISTING GARAGE AREA NEW GARAGE AREA " � \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - � NEW LIVING AREA T �� NEW HARDSCAPE[--SEE FINISH PLAN FOR MORE INFO] � '� • � � � 1 2 4 8 12 1 2 4 8 12 / feet DEMO SITE PLAN v$" 2 feet SITE PLAN v$" 1 SITE PLAN LEGEND - ` " OC STUDIO S SQUARED ARCHITECTURE,INC. 14'-2 1/2" 20'-6 1/2" �' 3 1 A3.0 A5.0 � ', ', cove�ed patio ° ° 0 � � STUDIO S SQUAREa �� . r �-� � .>; : �_� ,- vaulted ceiling II I br4 �� 1000 S Winchester Blvd N � � San Jose, CA 95128 �' � � P : (408) 998 - 0983 �� F : (408) 404 - 0144 II � � � � � � i, � I � N a� Q � � � 9'-9 1/2" � ' I } � � � 0 � I � z J � I . � � � w U � � � � _% �� / roof o enin '� = a 3 �� ' � , p Uw w X ; � i z o � C� � � � � w w � z � 7'-0 1/2" I '-3" \ _ Q � U 0 I � J � I /- z C/) � W W � 0 a Z , � � � Q � � � w Q � � c� w — � � ° U JZ � _ � � — � Q `� I �sk li ht 71 LL w � vg � � � � z O w I � �x� � I I � � � � kit h ' n '� z o c Q . . . p , c� ininc� family '�� U � � Q �� I�skylight 71I I I I O � �o A / _ � o� O 4 � � � �x� � � I O 2 L.L � � \A3.0 � � �� I � � A3.0 � � o O � � �� I tray ceiling I p y �I I I } z �,��'�.�� ,� �C' �skylight 71 - I I � / I I I � �� C27,719�� i � I I I � � ; 12- ]-17� �f x � � � �aag� � z y a��- oven tall desk O �� C��-�� _, � J � � � 10' 1/ ' � 10' 2" 5'-0" A C \ � ven ing. � � � �� light /� � �kyligl�f � � I � i � Ip wde� ; � � ^/ N , O 2 � �II wo��kitch�en ° � � � � � � � � � A5.0 � �I �� A�3i.f� � � � � � ��- cat ,� �� Q o >_ o 0 � � � J J / �/ � ,- � � � I� �//H� � I � Z � � FAU � w d �I _ N m m Z � � � o � � 2'-5" 6'-11/2" J ~ ~ - � a � � Q � � � � p N Z Z � � � Z Z foyer o � Q Q � br5 - � o � � � � � _ 000 CV CV N O O O N N O� CV ua r N N g rage o 0 0 0 o - o 0 N ,�; O � � O > � w I � � FLOOR PLAN KEYNOTES - � _ . �� . 1ST 2 �_2�� porch o (N) WALL. EXTERIOR: 2x6 STUDS @16 O.C., INTERIOR 2x4 STUDS FLOOR PLAN ❑ @16 O.C--SEE ELEVATIONS AND STRUCTURAL DRAWINGS FOR � EXTERIOR WALL MATERIAL ASSEMBLIES. INSTALL 1 LAYER (MIN.) � I I OF WEATHER RESISTIVE BARRIER (TYVEK HOUSE WRAP OR EQ.) OVER EXTERIOR WALLS SHEATHING PER CRC 703.2--INSTALL PER MANUF. INSTRUCTIONS. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE @ INTERIOR PARTITIONS. PROVIDE CEMENT BOARD ;— —, \ OR TILE BACKER BOARD AT SHOWER/TUB LOCATIONS. ALL � � o WALLS TO RECEIVE (N) PAINT FINISH. ALL CEILINGS AT T �� , TUB/SHOWERS TO BE M.R. BOARD � � � I A3.0 A5.0 � a 2o�-s �/2" s�-o° 9'-3 1/2° (N)/EXISTING WALL W/ 1 HOUR SEPARATION--5/8" TYPE 'X' GYP � '� • l �; ON GARAGE SIDE FROM FOUNDATION TO ROOF SHEATHING � � \ � � 2 3 4 6 f t 1 ST FLOOR PLAN �i4�� 1 FLOOR PLAN LEGEND - �� -� CC OC STUDIO S SQUARED ARCHITECTURE,INC. �i � � STUDIO S SQUAREa � . r � .>; : _+ ,- 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 Q U . O � W w Z J U ~ � w w x Z o � � w w � z � U O 7'-1" 12'-10" � � Q � J � I z w Q � � Q � w Q z J w Q � balcony _ � J Z � _ � � U _ � z � � � = w � C� �� i � Y� i li ~ � Z � w � � i i c� o '� � �� ,x� � m a � � z � � � � ° � � � � � O � Q - ', ', U ,� � � � � �i �i � ii � ; i `x' � i i ; � � �� _ °� �� m br � � � I � o �"��H� ZV I I z ��'�•�� ,� ��' I� I � � C1 ��, -� � 5 Y g I I I � �� C27,719 � = I \ � I J � ; 12- ]-17� �f o X I mCl�s I I z y a,��- � � �� . I I I O �_,.� � J Q / O � � s ry ig 2'-8 1/2" 2'-1 1/2" � �kyligl�t � � O CV � � �� X� � � � � m � �� / V Up � � � Q � � � � Q o — � � � � J J � � � � Z ' l�-I-,r�ared –- - � _ — � � � hateh� � "' z N N / — c� 7 J � � �n '-4" 3'-9" ; 4- 2'-3 1/ ' L Q � � � � � � w w ba2 � � � z � � � storage � � o N z z � � � z z � 1 ; w U J N O Q � Q Q � N � � � � 5'-10 1/2" 3'-5 1/ = O O O CV CV N � � I I O O O w I I I I o O O O ii I -= I I O I I � z N �� br2 �� , , o 0 ,� tray ceiling - � � CV I I � � � �;r' � " FLOOR PLAN KEYNOTES '� I vaultec� leiling - � J , , 2ND I I (N) WALL: EXTERIOR: 2x6 STUDS @16" O.C.; INTERIOR 2x4 STUDS FLOOR PLAN I I @16"O.C--SEE ELEVATIONS AND STRUCTURAL DRAWINGS FOR I I EXTERIOR WALL MATERIAL ASSEMBLIES. INSTALL 1 LAYER (MIN.) � OF WEATHER RESISTIVE BARRIER (TYVEK HOUSE WRAP OR EQ.) — — OVER EXTERIOR WALLS SHEATHING PER CRC 703.2--INSTALL PER MANUF. INSTRUCTIONS. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD �o'-�" 9'-10" EACH SIDE @ INTERIOR PARTITIONS. PROVIDE CEMENT BOARD ;— —, \ OR TILE BACKER BOARD AT SHOWER/TUB LOCATIONS. ALL WALLS TO RECEIVE (N) PAINT FINISH. ALL CEILINGS AT TUB/SHOWERS TO BE M.R. BOARD T �� (N)/EXISTING WALL W/ 1 HOUR SEPARATION--5/8" TYPE 'X' GYP � '� • l ; ON GARAGE SIDE FROM FOUNDATION TO ROOF SHEATHING � / 1 2 3 4 6 2ND FLOOR PLAN 1/4�� 1 FLOOR PLAN LEGEND - _ _� feet OC STUDIO S SQUARED ARCHITECTURE,INC. �i l . (N) ROOFING--SEE LEGEND BELOW FOR MATERIALS--CONFIRM COLOR SELECTION W/ OWNER PRIOR TO PLACING ORDER 2. PAINT ALL ROOF PENETRATIONS TO MATCH ROOFING COLOR. 3'-0"TYP. — — — - — — — u.N.o. � 3. PLUMBING VENTS TO BE MIN. 10' AWAY FROM, OR AT LEAST 3' ABOVE ANY OPERABLE WINDOW OR SKYLIGHT PER CPC 906.2 I 4. ROUTE PLUMBING VENTS WITHIN ATTIC SPACE SO THAT ROOF PENETRATIONS ARE BEHIND MAIN ROOF RIDGE AND ARE NOT VISIBLE FROM THE STREET STUDIO S SQUAREa � cr � : . �� = r� _: r ;..� ,. � i — i 5. APPROXIMATE ROOF SLOPE 5:12, U.N.O. ~ � — � I I 6. PROVIDE (N) GSM ROOF JACKS, TYP. CAULK ALL EXPOSED NAIL HEADS WITH ; _ I SILICONE SEALANT. 1000 S Winchester Blvd San Jose, CA 95128 I ' — _ ' 7. PROVIDE (N) GUTTERS AND DOWNSPOUTS AT LOCATIONS SHOWN P : (408) 998 - 0983 i - = i 8. ALL (N) PLATE HEIGHTS TO MATCH EXISTING U.N.O. SEE RCP AND STRUCTURAL F : (408) 404 - Ol 44 � DRAWINGS FOR ADDITIONAL INFORMATION. � I i 9. CONNECT ALL (N) DOWNSPOUTS TO FLEXIBLE PLASTIC DRAINPIPE AND RUN TO A LOCATION IN BACKYARD DESIGNATED BY OWNER, MIN. 5' AWAY FROM — I I NOT�OUSE. Q � — � I I 1 . SEE 2/A0.1 a FOR PLUMBING GENERAL NOTES (� 2. SEE 3/A0.1 a FOR MECHANICAL GENERAL NOTES � � i 3. SEE 4/A0.1 a FOR ELECTRICAL GENERAL NOTES 0 J ' 4. SEE 5/A0.1 a FOR PLAN AND INTERIOR GENERAL NOTES W U � � � i U � R O O F G E N E R A L N O T E S - Z o � � � I N � � U 0 i - (� J LLi � I z w Q � � I O � J Q Q � ' — — = II � ~ � Z � _ U N z � � � � � � u 3'-0"TYP. � � Q � � U.N.O. �/ � Z � Z � � 0 w _ � o '� � z M � O O � � I � U T � � � � � = O � �"L � � � � � � O �� Z �,� �.•��' � `�c� , � � � �`� �c��,�� J � ; 12- ]-17� �f z � �� I � �� . � J � � � � � � � �� Q � � � fi - Q � � � ° m , _ _ � � Q o >_ o 0 J J � I r ^ Q Q � � � � � ATTIC VENTILATION CALCULATIONS AND NOTES - v ~ ~ � � � z mm � � z � � I� � STANDING SEAM METAL ROOF, MIN CLASS "C"--MANUF: AEP SPAN; z Q � � � STYLE: SELECT SEAM; COVERAGE. 16 , GAUGE: 22; COLOR: MATTE — w w � �� BLACK--VERIFY FINAL SELECTION WITH OWNER PRIOR TO PLACING � m � � � ORDER. INSTALL PER MANUF. WARRANTY INSTRUCTIONS AND UES � o � z z � EVALUATION REPORT #0309 � � z z � � � � � � SINGLE PLY ROOFING, MIN CLASS "C"--MANUF: GAF OR EQUAL; STYLE: � w � Q Q � � � � EVERGUARD EXTREME TPO ROOFING MEMBRANE; THICKNESS: 60 O � �� MILLIMETER MIN.--INSTALL O/ SLOPING PLYWOOD SHEATHING TO � � � � ENSURE MIN. 3/8:12 SLOPE. INSTALL 3/8" ROOFING GRAVEL o/ 6-OZ o 0 0 MIN. POLYMAT o/ ROOFING MEMBRANE AT LOW ROOFS THAT ARE w o 0 0 r -- VISIBLE FROM 2ND FLOOR WINDOWS--INSTALL PER MANUF. WARRANTY o 0 0 0 INSTRUCTIONS. o I w o � � � , � � � LOWER � � ROOF PLAN � �`e � _ � - � - -� � � � � � — — DENOTES GUTTER DRAIN (3" DIA.) AND DOWNSPOUT (2" X 3") 26 GA DS ALUMINUM - FIELD VERIFY COLOR W/ OWNER. INSTALL PER MFR. _ _, � INSTRUCTIONS �� DENOTES DIRECTION OF SLOPE--ROOF SLOPE APPROX., REFER TO T � y�� . ELEVATIONS FOR MAX HT AND VERTICAL CONTROL � � LINE OF BLDG. BELOW 1 • � ' 1� l i � � 1 2 3 4 6 / feet LOWER ROOF PLAN 1/4" 1 ROOF PLAN LEGEND ` " OC STUDIO S SQUARED ARCHITECTURE,INC. �i l . (N) ROOFING--SEE LEGEND BELOW FOR MATERIALS--CONFIRM COLOR SELECTION W/ OWNER PRIOR TO PLACING ORDER 2. PAINT ALL ROOF PENETRATIONS TO MATCH ROOFING COLOR. 3'-0"TYP. u.N.o. 3. PLUMBING VENTS TO BE MIN. 10' AWAY FROM, OR AT LEAST 3' ABOVE ANY OPERABLE WINDOW OR SKYLIGHT PER CPC 906.2 4. ROUTE PLUMBING VENTS WITHIN ATTIC SPACE SO THAT ROOF PENETRATIONS ' ARE BEHIND MAIN ROOF RIDGE AND ARE NOT VISIBLE FROM THE STREET STUDIO S SQUAREa � . r � : ,�� : _+ ,-. . 5. APPROXIMATE ROOF SLOPE 5:12, U.N.O. 6. PROVIDE (N) GSM ROOF JACKS, TYP. CAULK ALL EXPOSED NAIL HEADS WITH SILICONE SEALANT. 1000 S Winchester Blvd San Jose, CA 95128 7. PROVIDE (N) GUTTERS AND DOWNSPOUTS AT LOCATIONS SHOWN P : (408) 998 - 0983 8. ALL (N) PLATE HEIGHTS TO MATCH EXISTING U.N.O. SEE RCP AND STRUCTURAL F : (408) 404 - Ol 44 DRAWINGS FOR ADDITIONAL INFORMATION. 9. CONNECT ALL (N) DOWNSPOUTS TO FLEXIBLE PLASTIC DRAINPIPE AND RUN TO A LOCATION IN BACKYARD DESIGNATED BY OWNER, MIN. 5' AWAY FROM NOT�OUSE. Q 1 . SEE 2/A0.1 a FOR PLUMBING GENERAL NOTES (� 2. SEE 3/A0.1 a FOR MECHANICAL GENERAL NOTES � 3. SEE 4/A0.1 a FOR ELECTRICAL GENERAL NOTES 0 J 4. SEE 5/A0.1 a FOR PLAN AND INTERIOR GENERAL NOTES W U � � _ U o w c� ROOF GENERAL NOTES Z _ � w � U O � � J � w � - z w Q � o �� w a Q J w \` I � ~ J z � _ '�° � � U � z � � � � � � 3'-0"TYP. � � Q � � Z � z �\ � � U.N.O. � O �\ /� � � � o � � w� �,�,�% �. � z � � o �/ \� O � �,� � �� U \ �, � � � � .�—�- \ O � \; �Q � � �� , � � \�RIDGE� � O � �" ��H� � �� z �,��f �� / \�� \�� C27,719�� . / � .� \� \� J ��, 12- ]-17� �f �`�Q / / w \�L \� z y a'��- / ��/ � - �\l �\'yj ��-�� . � P�,/ � Fy �A O � j \� \� J � ' �� r �� Q � � � � > i / /\ � � ' �, / /i'� `� Q � �' � � // \ � � ` � ° m // \ \ - � Q � � I�. �`�� y�� I Q , /�/ \�\ � o >_ oo � % \ � � � � � � � � — ATTIC VENTILATION CALCULATIONS AND NOTES - Z m m // � z � � / �I _ \ STANDING SEAM METAL ROOF, MIN CLASS "C"--MANUF: AEP SPAN; z Q � � � STYLE: SELECT SEAM; COVERAGE. 16 , GAUGE: 22; COLOR: MATTE – w w � — �� BLACK--VERIFY FINAL SELECTION WITH OWNER PRIOR TO PLACING � m � � � — ORDER. INSTALL PER MANUF. WARRANTY INSTRUCTIONS AND UES � o � z z � � � � � EVALUATION REPORT #0309 � � � z z � SINGLE PLY ROOFING, MIN CLASS "C"--MANUF: GAF OR EQUAL, STYLE: w � Q Q � � � EVERGUARD EXTREME TPO ROOFING MEMBRANE; THICKNESS: 60 O � _ �� MILLIMETER MIN.--INSTALL O/ SLOPING PLYWOOD SHEATHING TO � � � � ENSURE MIN. 3/8:12 SLOPE. INSTALL 3/8" ROOFING GRAVEL o/ 6-OZ o 0 0 � MIN. POLYMAT o/ ROOFING MEMBRANE AT LOW ROOFS THAT ARE w o 0 0 � �� -- VISIBLE FROM 2ND FLOOR WINDOWS--INSTALL PER MANUF. WARRANTY o 0 0 0 �� INSTRUCTIONS. o w o i �� ° � i �� i ,� �e/ / I / U PPER i i � ' � ROOF PLAN i `'�� , � � w ; ,� � � � � � � � j � I � � DENOTES GUTTER DRAIN (3" DIA.) AND DOWNSPOUT (2" X 3") 26 GA i � _ DS ALUMINUM - FIELD VERIFY COLOR W/ OWNER. INSTALL PER MFR. ;_ _, � INSTRUCTIONS j� / \ � DENOTES DIRECTION OF SLOPE--ROOF SLOPE APPROX., REFER TO � �. ELEVATIONS FOR MAX HT AND VERTICAL CONTROL T �� LINE OF BLDG. BELOW �'i • � � l , � � 1 2 3 4 6 / feet LOWER ROOF PLAN 1/4" 1 ROOF PLAN LEGEND ` " OC STUDIO S SQUARED ARCHITECTURE,INC. �PL �PL � I I � = NUMBER OF KEYNOTE BELOW I I I � 1 SINGLE STORY BUILDING ENVELOPE AS DESCRIBED IN SECTION 19.28.070 J (3) OF THE R1 ZONING I 1 13 2 6 9 12 4 8 5 10 14 11 7 I I � ORDINANCE I I 2 STANDING SEAM METAL ROOFING--SEE ROOF PLAN FOR MORE INFO I I I I 3 SKYLIGHT--SEE WINDOW SCHEDULE FOR MORE INFO I I � � 4 WOOD FRAMED CHIMNEY WITH 18"TALL METAL HOUSE ROOFED SHROUD--www.chimneyking.com-- I I SEE ROOF PLAN FOR LOCATION I I F � I 5 PAINTED STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8" --- ---------------------------------r---- ------------- --- -- --------- ----- - -- --- ---------- -------------------------------------�-------------------------------------------- CEMENT PLASTER O/ METAL LATH O/2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COATSYSTEM -E- - STUDIa S SaIIARED ------------------------------------- ------------- --- -- --------- ----- - -- -------- ---- --------------------------- i i WITH 26 ga. WEEP SCREED AT WALL BASE AT LEAST 4"ABOVE GRADE OR 2"ABOVE HARDSCAPE I -� � j 6 STAIN GRADE CEDAR SIDING o/ 1 LAYER TYVEK HOUSE WRAP--SIDING PROFILE: V-GROOVE T8�G; � I CEDAR GRADE: CLEAR HEART PER WESTERN RED CEDAR LUMBER ASSOCIATION STANDARDS 7 ADHERED LIGHTWEIGHT STONE VENEER (<15 LBS/SF)--MANUF.: ELDORADO STONE;STYLE: ROUGH CUT; i _ � i 1000 S. Winchester Blvd I � I COLOR: CASA BLANCA; INSTALLATION STYLE: GROUT; WAINSCOT SILL: SNAPPED EDGE;SILL COLOR: I � GRAY--www.eldoradostone.com--GROUT: LATICRETE [COLOR]--INSTALL PER MANUF. INSTRUCTIONS, San Jose, CA 95128 , _p _ � � ICC-ES EVALUATION REPORT ESR-1215, AND MVMA INSTALLATION GUIDE FOR COMPLIANCE WITH - ------------------------------�- �- --------------------- - - - - - - - - --- ----- ------ - ------ I ---------------- � ------------------------------------------- ASTM C 1780 • - I I 8 2X6 FASCIA WITH 4"SEAMLESS PAINTED SHEET METAL GUTTER--VERIFY GUTTER PROFILE WITH OWNER F : �4OH� 404 - Ol 44 I � I PRIOR TO FABRICATION--SEE ROOF PLAN FOR MORE INFO I I 9 FACTORY-FINISHED ALUMINUM GARAGE DOOR WITH TEMPERED GLAZING PICTURE WINDOWS--SEE I � - I DOOR SCHEDULE FOR MORE INFO--SEE MATERIAL BOARD FOR MORE INFORMATION I � � 10 WINDOW/DOOR OPENING--SEE WINDOW AND DOOR SCHEDULES FOR MORE INFO I I � � � 1 1 FIELD PAINTED STEEL WIDE FLANGE COLUMN AND BEAM--S.S.D. FOR MORE INFO P I I � � ` � 12 EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS--MANUF.: HINKLEY; STYLE: ATLANTIS 1640SK; I _ ; � COLOR: SATIN BLACK--www.hinkleylighting.com Q I I 13 PIN MOUNTED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET--HEIGHT: 8"; STYLE: U = i s�-s� 2�-9° 2�-9° a�-s° � LUXELLO LED; FINISH: BRUSHED--www.surrounding.com--PROVIDE PHOTOSENSOR CONNECTED LED � � i � ' N N � ` ` i BACKLIGHTING @ EACH NUMBER w Z � _- W O J _C _ _ _________________________ ____�___ ___� __ __ __ _ __ __ __ _ __ __ __ __ ____,_ _______________________ _______ _____�____________________________________________ 14 FRONTENTRYDOOR--SEEDOORSCHEDULEFORMOREINFO--SEEMATERIALBOARDFORMORE (� � � _� � a � INFORMATION Z � X _g I N N� � ------------------------------------------ w V Z w - - ------------------------- ----r�-- �- -------- ------ ----------- ------------------- ------- --- --- -�,----- - o � , � _ W w � Z � z p � � o - - � J � � � O w Q Q 0 _ � 7 � �/ w w z � � - U � � Q � � z � � ' - Z 2 � '� � `�`� . � J �' Q c� 9 � � __ - - - � � I � rl - ] � w � � � ' I Z O � �' �'� cn = z . . � " � z t� o w -'�- - ---------------------- -- ---- ---�-=--.- --- - ------- ------- --- - ------ -- --. . --_.._.... . . ....... -- ------- -- -------------------------------------------- O O � ----- -- U � � O � � O Z �� ;��#� � 2 3 4 6 WEST ELEVATION FRONT 1 /4" 1 � � �� '�� feet � � J `-� � C27,719 � l: z * �, 12- 1-17 � * � � b��- J �� A�-�� _.� 5 3 10 2 6 10 12 4 7 11 � . O � � � � � -F ---------------------------------------------------------------- ------ ------------- ---------- ------ ---- ------------ ----------------------- --- --- -------------------------- Q � E } m . r � 3 v � _ Z o >_ o 0 _D.l---------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - -f- - - - - - - - - - - - - - - - - � ---- -- - - - ------- � D _ ��. - E . , � Z — ——————————————————————————————————————————————————————— - — _ — — — — — — — — — _ — — _ — — _ — _ —_— — — —— ——————— � J J _ � �< �C L L - � C� m � � � N 2'-0�� O � � � z m i LL ° � z z o _ � I I � � z z 3'0" 6'-0" o w � J J � � � C.l I ! I � ' I � � i o 2'-0" � 3-0 � � � ------------- ----- --------- ----- --------- ----- --- - --------- - ----- - - - - - - - ----- - - - - - - - - - - - - - - - -c, - - - - - _^ - 0 0 0 - N N N N C � Q O O ---------- — — — — — --- — — — — — ----- — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ---- -------- I O a o 0 0 B ---------- -----------------. ---------------------------------------------------------------------------------------------- ----------------------------------------------- 0 z � Z w ° o w NOTES: � � 1. SEE 2/A0.1 a FOR PLUMBING GENERAL NOTES 2. SEE 3/A0.1 a FOR MECHANICAL GENERAL NOTES 3. SEE 3/A0.1 a FOR ELECTRICAL GENERAL NOTES 6�-0�� 4. SEE 4/A0.1 a FOR PLAN AND INTERIOR GENERAL NOTES 5. EXTERIOR HARDSCAPE AND EXTERIOR STAIRS NOT SHOWN FOR CLARITY--SEE A0.3a EXT E R I O R �j`� FOR 3D MODEL VIEWS � � � ELEVATIONS � �; : � 6�-,°�� KEYNOTES � : .�:� - - � - �� ,. �_ �,.�. 1� -A------- --1. ------------------------------------------y-� -----------i��-y�-J ------�---+�p i.�•l� �y �i%�yy 4� � r'il�' �/L - ----i�:.�_.- _...3y.. -- --- --- -------- --------------------- -- ------'_'��'--- F��.i.7; � { i �� ''-7 ' ds .C��4 :�-r �� di}� �.l"'.�I. �R Y�'45._F'Y�'��t6 �'. {Y f �S .� .F ��_ i�n '"�i7:.. r''1' • ' . x� f �S aF. �S F�h ��; �j.h � �iB. r,:. r�.v;��.,F,�� .f3�;.. ._.�".... ... '•�X� .YF :,� �� , ELEVATION GRID LINE KEY � �`-�A��` ',r�'::�'"'.. '��•� � - A 1ST FLOOR FINISH FLOOR = 100.58' B 1ST FLOOR CEILING HEIGHT (U.N.O.) = 1 10.08' B.l 1ST FLOOR FAMILY ROOM CEILING HEIGHT= 1 1 1.58' C 2ND FLOOR FINISH FLOOR (U.N.O.) = 1 1 1.33' C.1 MASTER BEDROOM AND BATHROOM FINISH FLOOR = 1 12.83' D 2ND FLOOR CEILING HEIGHT (U.N.O.) = 121.83' D.1 MASTER BEDROOM AND BATHROOM CEILING HEIGHT= 122.33' • E PROPOSED BUILDING HEIGHT = ±l 26.62' F MAX BUILDING HEIGHT ALLOWED = 28'-0"/±126.80' � 2 3 4 6 NORTH ELEVATION (LEFT) 1/4" 2 ELEVATION GRID LINE KEY - - feet OC STUDIO S SQUARED ARCHITECTURE,INC. �# = NUMBER OF KEYNOTE BELOW � 11 12 5 10 4 2 10 g 1 SINGLE STORY BUILDING ENVELOPE AS DESCRIBED IN SECTION 19.28.070 J (3) OF THE R1 ZONING ORDINANCE 2 STANDING SEAM METAL ROOFING--SEE ROOF PLAN FOR MORE INFO 3 SKYLIGHT--SEE WINDOW SCHEDULE FOR MORE INFO 4 WOOD FRAMED CHIMNEY WITH 18"TALL METAL HOUSE ROOFED SHROUD--www.chimneyking.com-- SEE ROOF PLAN FOR LOCATION F 5 PAINTED STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8" ________________________________________________________________ ___________ ____________ ____________________ ____________ __________________________________________________________ CEMENT PLASTER O/ METAL LATH O/2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COATSYSTEM E WITH 26 ga. WEEP SCREED AT WALL BASE AT LEAST 4"ABOVE GRADE OR 2"ABOVE HARDSCAPE STUDIa S SaIIARED �- 6 STAIN GRADE CEDAR SIDING o/ 1 LAYER TYVEK HOUSE WRAP--SIDING PROFILE: V-GROOVE T8�G; CEDAR GRADE: CLEAR HEART PER WESTERN RED CEDAR LUMBER ASSOCIATION STANDARDS � - _ 7 ADHERED LIGHTWEIGHT STONE VENEER (<15 LBS/SF)--MANUF.: ELDORADO STONE;STYLE: ROUGH CUT; - ��--__�- .... COLOR: CASA BLANCA; INSTALLATION STYLE: GROUT; WAINSCOT SILL: SNAPPED EDGE;SILL COLOR: �OOO S. Winchester Blvd _ GRAY--www.eldoradostone.com--GROUT: LATICRETE [COLOR]--INSTALL PER MANUF. INSTRUCTIONS, San Jose, CA 95128 p � ' ICC-ES EVALUATION REPORT ESR-1215, AND MVMA INSTALLATION GUIDE FOR COMPLIANCE WITH _ --- -- -------------- --- P . 408 998 - 0983 --- ----------------------------------------------------------- ASTM C 1780 8 2X6 FASCIA WITH 4"SEAMLESS PAINTED SHEET METAL GUTTER--VERIFY GUTTER PROFILE WITH OWNER F : �4OH� 404 - Ol 44 PRIOR TO FABRICATION--SEE ROOF PLAN FOR MORE INFO 9 FACTORY-FINISHED ALUMINUM GARAGE DOOR WITH TEMPERED GLAZING PICTURE WINDOWS--SEE DOOR SCHEDULE FOR MORE INFO--SEE MATERIAL BOARD FOR MORE INFORMATION - s�o�� 10 WINDOW/DOOR OPENING--SEE WINDOW AND DOOR SCHEDULES FOR MORE INFO 1 1 FIELD PAINTED STEEL WIDE FLANGE COLUMN AND BEAM--S.S.D. FOR MORE INFO � 12 EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS--MANUF.: HINKLEY; STYLE: ATLANTIS 1640SK; �' COLOR: SATIN BLACK--www.hinkleylighting.com Q 13 PIN MOUNTED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET--HEIGHT: 8"; STYLE: U C.� __ _______________________________ LUXELLO LED; FINISH: BRUSHED--www.surrounding.com--PROVIDE PHOTOSENSOR CONNECTED LED w O J --------------------------------------------------------- ---------------------------------------- -- = ---------- ---------------------------- BACKLIGHTING @ EACH NUMBER - w Z -B=�------------------- ----------------------------------- ---------------------------------------- -------------------- - ------------------------------------------------------- 14 FRONT ENTRY DOOR--SEE DOOR SCHEDULE FOR MORE INFO--SEE MATERIAL BOARD FOR MORE U U � � INFORMATION 7 w w /Xr� -B------------------------------------------------ -- ---------------- L � v - -------------------- - ------------------------------- ------------- ---------------------------------- N _ _ W w � Z Z Q J U O 0 -o � w Q > 0 tl � � Q z � Q � 4 U � c� — � I � J � z = � � �� - w � � . 5=5 _ � T Z O � a-� � ' �r� z � p W 2'-7 1/2" 4'-6" 2'-7 1/2" ;: A i° � LL _ __________________________________________ ___ _ _T___t.-_ _-__ -__-___________________________________ � -. -_ ---= `� � O � � . � U � _ � � O � � O Z �� ;��#� � 2 3 4 6 EAST ELEVATION REAR 1 /4" 1 � � �� '�� feet � � J `-� � C27,719 � l: z * �, 12- 1-17 � * � � b��- J �� A�-�� _.� 7 4 5 6 3 2 10 11 � O � � � � � � -F-- ----- ------------------ -------------- ------------------------- ---- ----- ------------------------------- ------------- ------ ----- ----- � � ------------- -------------- ---------- ------------------- ----- ---- ------ ---------- ------------------------------------------------------------- ---------------------- } E - � m V 3 , � o >_ o 0 : _ — _D.l-----------L - - - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------- ---------------------- Z , _ —D——————————— I ————— ————— — ————————————————————————————————— —————————————————————— J J T — — — — — — — ——————. :� — — — — — — — — — — — _ _ ———__ ___ ————————_ _—___ � � � H H _ __ _ . .. C� m � � � � N J � � . ,{_•" � � �C � � ♦ , O < � � _ 1� � O � � z Z 3'-0" � 3'-0" _ � w Z Z 2'-0" 2�0� 6-�� Z Z � -- - - - � ,,, � Q Q 0 0 � � � � � M N N �n C.l � � � � � � --------- - - -- - -- - - - - - - ---- -------- ------- 0 0 0 B.l N N N —C———————— — —— —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —————————————————————————————————————— —————— ————— � � O O —————————— — —————————————— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —————————————————————————————————————— —————— ————— ———————— B � O O O ————————— — — — ————— ———————— —————————————————————-———————————————————————————————————————— ————————— — ————— 0 Z I - - U 0 .' w �n _ '�_'�.; NOTES: o > � w � ; - = � � � ' 1. SEE 2/A0.1 a FOR PLUMBING GENERAL NOTES - '- �� ^ 2. SEE 3/A0.1 a FOR MECHANICAL GENERAL NOTES ' � �,��-TT t� 3. SEE 3/AO.I Cl FOR ELECTRICAL GENERAL NOTES �� ; " 4. SEE 4/AO.I a FOR PLAN AND INTERIOR GENERAL NOTES ,r=,. - 3-0� 5. EXTERIOR HARDSCAPE AND EXTERIOR STAIRS NOT SHOWN FOR CLARITY--SEE A0.3a E X T E R I O R FOR 3D MODEL VIEWS � 3�_°�� I' +I � E L E V AT I O N S +I v' 3'-0" 3'-0" '�•- ' - . � -- � �! �1�� I � I � I i: e.�� .��. � � . KEYNOTES . , , . . � . - ------- -A -------- - ----------- ----------------------- - ------ --------------------- ------------------------- 0 o ELEVATION GRID LINE KEY A 1ST FLOOR FINISH FLOOR = 100.58' B 1ST FLOOR CEILING HEIGHT (U.N.O.) = 1 10.08' B.l 1ST FLOOR FAMILY ROOM CEILING HEIGHT= 1 1 1.58' C 2ND FLOOR FINISH FLOOR (U.N.O.) = 1 1 1.33' C.1 MASTER BEDROOM AND BATHROOM FINISH FLOOR = 1 12.83' D 2ND FLOOR CEILING HEIGHT (U.N.O.) = 121.83' D.1 MASTER BEDROOM AND BATHROOM CEILING HEIGHT= 122.33' • E PROPOSED BUILDING HEIGHT = ±l 26.62' F MAX BUILDING HEIGHT ALLOWED = 28'-0"/±126.80' � 2 3 4 6 SOUTH ELEVATION (RIGHT) 1/4" 2 ELEVATION GRID LINE KEY - - feet OC STUDIO S SQUARED ARCHITECTURE,INC. � F _E________________________________________________________________________________________________________________________________________________ ___________________________= STUDIa S SaIIARED ' : � 1000 S. Winchester Blvd I , San Jose, CA 95128 -°-------------------------------------------------------- ! �-��-- P : (408) 998 - 0983 F : (408) 404 - 0144 MBR BR3 U W O J - . U w Z � -�--------------- - ---------- Z � X --------------- ----.--- �� i �� , - - Z o w C� B ---------------- --------- W � � Z - z � � U p , t� w - � - - � W Q > 0 � � J w Z -- .-:- U � � Q � z z 2 FAMILY FOYER : f , � J � Q � � � w � _-- c�n = Z 0 C� ` - ,. - Z tn o w : . _ —'�----- ---- —'— -------- --- == ---------- � LL O O z, U � � � � O � � O Z �� ;��#� 1 2 3 4 6 � � �� '-�� feet SECTION 1 1 /4" 1 J � w ��'�� -� �,'. z �*�, 12- 1-17� * � � b��- J �� A�-�� _.� � O � � � - � � F � — ----------- ------------ --- ----- --- ------------------------------------------------------------------------------------------ E --- — — — ------------------------------------------------------------------------------ } m V 3 Z o >_ a a _D.l---------------------------------------------------------------------- � — �-- ---------------------------------------------------------- � -D--------------------------------------------------------------------------- ----- --- --------------------------------------------------------------- � J J Q � Q 4 �A L L � m m � � � � J � � Q C c L < O �C � � < � � Z �..L � � Z Z � - � Z Z � � Z Z �,U, w ,,, � Q Q � � � � _C.l---------------------------------------------------------------- --- ------------------------------------------------- � � � 0 0 0 N N N w O O O ----------------------------------------------------------- --------------------------------------------- � . . � Q N M V � O O O B --------------------------------------------------------- ---- 0 z � o w �, o w � � � WOK POWDER S ECTI O NS KEYNOTES - - A ELEVATION GRID LINE KEY A 1ST FLOOR FINISH FLOOR = 100.58' B 1ST FLOOR CEILING HEIGHT (U.N.O.) = 1 10.08' B.l 1ST FLOOR FAMILY ROOM CEILING HEIGHT= 1 1 1.58' C 2ND FLOOR FINISH FLOOR (U.N.O.) = 1 1 1.33' C.1 MASTER BEDROOM AND BATHROOM FINISH FLOOR = 1 12.83' D 2ND FLOOR CEILING HEIGHT (U.N.O.) = 121.83' D.1 MASTER BEDROOM AND BATHROOM CEILING HEIGHT= 122.33' • E PROPOSED BUILDING HEIGHT = ±l 26.62' F MAX BUILDING HEIGHT ALLOWED = 28'-0"/±126.80' 1 2 3 4 6feet SECTION 2 1/4" 2 ELEVATION GRID LINE KEY - - OC STUDIO S SQUARED ARCHITECTURE,INC. Greg G. Ing & Associates optional: conc. step pads Landscape Architecture and gas firepit or recyclable fountain or 15559 Union Ave. #305 Los Gatos,California 95032 flower bed, etc. 408.476.8682 Pu PROJECT DATA 6 � SL 1. TOTAL FRONT YARD AREA: 1233.5 SQ. FT. PC � � � �`�� ` ' ' ' ` ` 2. FRONT YARD IMPERVIOUS COVERAGE: 581.2 SQ. FT. (47%) ► _ . . . , _ . . . , _ . . . . . , _ . . � � 3 � °y° � � � ° ° ° ° ° �� f—'�° � � � 3. TOTAL PLANTING & IRRIGATION AREA: 2254 SQ. FT. J ! �G E� �:WyWW� WWWWWWWWWWWWW:W�O � WWWW� 4W WW . �� . � �a� � .: y��.-.�� .: � :� �yy�� : � � Shi-Lu �� ; � � ��-:�� .�� PLANT LEGEND �� y �� :�� y �, � � � :�� . : Res�dence ° � SYMBOL QTY. SIZE BOTANICAL NAME COMMON NAME COMMENTS 4-8 �z° _ - - ° TREES &SCREENING PLANTS - � �� 10340 Orange Avenue �� ='� MIN.6'HT.IN GRD. AL LF 1 24" BOX LAGERSTROEMIA F. 'TUSCARORA' HYBRID CRAPE MYRTLE DOUBLESTAKE Cupertino, California MIN.6'HT.IN GRD. 8 PE 12 15 GAL. PITTOSPORUM EUGENOIDES MONWOOD 5'MAX.PLANT DISTANCE MIN.6'HT.IN GRD. - LP `'COV2f2 pa io � PT 29 15 GAL PITTOSPORUM TENUIFOLIUM KOHUHU s MAX.PLANT DISTANCE MIN.6'HT.IN GRD. � � 7 � PU 6 15 GAL. PITTOSPORUM UNDULATUM VICTORIAN BOX 8'MAX.PLANT DISTANCE ' vaulted ceiling - - br4 ,, � U�IU a ° , - a f ° � � " SHRUBS, PERENNIALS & ORNAMENTAL GRASSES ��pg�p� . � �! � �,��0 GRoG 44�C�� \- � � ^'o- � AL 8 1 GAL. ALSTROMERIA 'PRINCESS SERIES' DWARF PERUVIAN LILY � � , � � L �� °� «_ � s�g„ar�,e � 11/30/2017 �� ''� � p g�' � � 5 GAL. ANIGOZANTHOS 'BUSH TANG� _BUSH TAd_GO_KANGARQO P Re°ewO1Dq'e � . �� . °�� , . ' �I � w�oo�o enin s � s�� oa�a ��- ba3 ' '� I � " E 2 5 GAL CORDYLINE A. 'ELECTRIC PINK' ELECTRIC PINK DRA AENA �F CA��F `�, �� % , � _, a � � `�, ( - � CT 5 5 GAL. CHONDROPETALUM TECTORUM CAPE RUSH � " - - - - - - - - � " DV 12 5 GAL. _DIETES VEGATA 'VARIEGATA' WHJTE_V_ARIGATED EORTNI�HT LILY I I � G 24 1 GAL. FESCUE GLAUCA 'ELIJAH BLUE' E.B. COMMON BLUE FESCUE � � � � LH $ 5 GAL. LAVENDULA ANGUSTIFOLIA LAVENDER kitchen -- ' I i�� I�___ Inln __� fiCIYYIIIy � LP 17 1 GAL. LIMONIUM PEREZII SEA LAVENDER ` o � � � � _ i 0 ` � MR 7 1 GAL. MUHLEIy_BEBGIA C. 'RFGAL MIST' PINK MULY GRASS currocRouNoiNwiNTeR � � 3 �� _� �� ; � PS 5 5 GAL. PENNISETUM ALOPECUROIDES BLACK FOUNTAIN GRASS I CUTTOGROUNDIN WINTER � I � -- ay ceiling � - CUT BACK TO 1'-2'AFTER � � I SL 2 5 GAL. SALVIA LEUCANTHA 'SANTA BARBARA' S.B. MEXICAN SAGE encH a�oonn PeRioo. � � WR 8 5 GAL. WESTRINGIA R. 'SMOKEY' SMOKEY ROSEMARY WESTRINGIA � � daa84 ven I tall desk I � � /,-_::, Q �� '' � � � - �a � � A�� SOD AGROSTIS PALENS NATNE BENTGRASS FRonn�e�Tn a�ue�Rnss �� wok kitchen � � � paWder � � � / � I � cat %�i A/C - � / - C SYMBOL SEE LEGEND '� � W�� QUANTITY F U � � U ` _ I� I I I � , NOTE: NO SUBSTITUTIONS OF PLANT SPECIES OR VARIETIES WILL BE ALLOWED � WITHOUT PRIOR APPROVAL FROM THE PROJECT LANDSCAPE ARCHITECT. I foyer � � br5 � � � GENERAL NOTES Landscape � I garage � � I 1. BASE PLAN WAS DERIVED FROM FIELD TAPE MEASURES AND NOT FROM SURVEYOR'S INSTRUMENTS. ALL REAR YARD MEASURES P I a n N SHOULD BE CONRRMED PRIOR TO ANY WORK. NOTIFY LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES. I 2 CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES WITH OWNER AND CALL'811 UNDERGROUND SERVICE ALERT'PRIOR TO ANY WORK. � 20'-2" � I < � ! _ _ _ _ _ , ppr� PLANTING NOTES L _ - ! ' `�'- 1� CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES WITH OWNER AND CALL'811 UNDERGROUND SERVICE ALERT', PRIOR TO ANY WORK. - `- - - - - - - - - - - - �- - — _ Revisions `� �, ` _. 2� EXACT LOCATION OF PLANTS ON SITE TO BE ADJUSTED SO AS TO BEST COORDINATE WITH SPRINKLER HEAD LOCATIONS,LIGHTS,DRAINAGE FEATURES,AND SWALES. — _ e�I G & MB add 04.05.17 O ppnn 0000 0 / " `� 3) DON'T PUT PLAMS IN BOTTOM OF SWALES. Wp • � 4� DON'T MULCH FLOW LINES OF SWALES SUCH THAT MULCH BLOCKS FLOW OF WATER. �� . - . � ' � �- �� 5) USE 2"DEEP MULCH IN ALL PLANTWG AREAS WITH MAHOGONY 'PRO CHIP'RECYCLED WOOD MULCH. 'GORILLA HAIR'WILL NOT BE ACCEPTED. PROVIDE 3"OF DEEP MULCH UNDER EXISTWG TREES. '�� ` � � `Y b) ANY PLANTS WITH BUBBLERS MUST HAVE PERMANENTLY MAINTAINED WATERWG BASINS 4"HIGH. P.X. pittosporu m � P C 7J INSTALL PLANTS FOR ALL PLANT CIRCLES SHOWN ON THE PLAN EVEN IF THEY AREN'T LABELED. CALL FOR CLARIFICATION. PLANT QUANTITIES IN THE LEGEND ARE TO BE VERIFIED BY CONTRACTOR. P.UgP.I1Q�dP.S ShrU� � � � 8J THE PLAN IS SCHEMATIC. DON'T INSTALL PLANTS CLOSE TO EDGES OF PAVING OR BUILDINGS. BE SURE PLANTS ARE NOT BLOCKING SPRINKLER SPRAY EXCESSIVELY. } � 9)FINE GRADING IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. INSURE ADEQUATE WATER FLOW AWAY FROM BUILDING WALLS,TO DRAINS,AND THROUGH SWALES. PROVIDE WATER I O reI�YI�I n � � Q � � _ � � WASHED COBBLES/PEBBLES AT ENDS OF DRAIN SPOUTS TO PREVENT SOIL EROSION. �' �' L F � ex. 141I l" 10) CONTRACTOR TO INVESTIGATE EXISTING SOIL CONDITIONS AND BE RESPONSIBLE FOR PROPER SOIL PREPARATION AND AMENDWG TO INSURE VIGOROUS PLANT GROWTH. SUBMIT SAMPLES TO SOIL& a ��--., PLANTLABORATORY,INC.SANTA CLARA OR APPROVEDEQUAL. } � 1 ex. arborvitae pGII�T� I rP. � 11 PESTICIDES/FERTILIZER REDUCTION: IF FERTILIZERS AND PESTICIDES ARE USED DURING THE CONSTRUCTION PHASE,CONTRACTOR MUST PROPERLY DISPOSE OF EXCESS OR SPILLED FERTILIZERS AND � /}l.�U��1 PESTICIDES. CONTRACTOR MUST NOT WASH SPILLED FERTILIZERS OR PESTICIDE$DOWN THE STORM DRAINS OR BURY THEM W THE SOIL. CONTRACTORS MUST DISPOSE OF EXCESS FERTILIZERS OR PESTICIDES - �I I I � BY RECYCLING THEM,REUSING THEM OR DISPOSING OF THEM AS HAZARDOUS WASTE. PrO�eCt NO. I O �P. rP.�OVP.d � � 12) NO GRADING,PLANTWG,IRRIGATION,TRENCHWG,UTILITIES,MATERIAL STORAGE,EQUIPMENT TRAVEL UNDER THE DRIP LINES OF EXISTWG TREES,IF POSSIBLE(OR OTHERWISE NOTED). �'�� `VAv, Date 03.17.17 ��'� `� ,+FG� • ` 131 PRUNING NOTE:ALLOW ALL PLANTS TO GROW INTO THEIR NATURAL GROWTH FORM. DO NOT SHEAR ANY PLANTS INTO'BALLS',FLAT TOPPED OR TOPIARY,ETC. � � I �� %� � ,.,, `1 . \ ; / WAYWARD BRANCHES MAYBE CUT BACK OR PLANT BRANCHES OR FOLIAGE MAY BE CUT BACK INDIVIDUALLY FOR WALKWAY ACCESS,IF NEED BE. EXCEPTIONS:CALAMAGROTIS(SEE LEGENDI. ' , y �O � � �' � 4 REMOVE SPENT FLOWERS IDEAD HEAD)1-2 TIMES A YEAR AS NEEDED. DraWI�I B�I GG I — — — — — � ;� �� — — �� — — Scale 1/8" = 1'- 0" �.�,� � ' ❑ - �, --- C T �� M True North � �� palm tree o ra n g e a v e n u e to be removed of IRRIGATION LEGEND optional: COnC. step pads KEY MANUF. MODEL NO. DESCRIPTION Greg G. Ing and gas firepit or & Associates AGRIFIM PC PLUS PRESSURE COMPENSATING EMITTER. SEE EMITfER SCHEDULE. recyclable fountain or Landscape Architecture flower bed, @tC. O HUNTER MP-1000-90,210 MP ROTOR (90-210,210-270 DEGREE ARC) GPM:.19,.37,.43,.57 W/PROS-Ob-PRS40-CV WITH 6"POP UP&DRAIN CHECK VALVE RAD:8'-15' PRECIP: .39 _ _ _ _ _ _ _ _ _ 15559 Union Ave. #305 Los Gatos,California 95032 RAINBIRD ASVF SERIES ELECTRIC ANTI SYPHON IRRIGATION VANE. � — — ♦ — — — � — — — — � 408.476.8682 O — Q � � RAINBIRD XACZ-PRF SERIES CONTROL ZONE KIT FOR DRIP IRRIGATION. � LOW FLOW ANTI SIPHON VALVE W/PRESS.REG AND FILTER �� ° � �� ° � � �� RAINBIRD ASVF SERIES MASTER SHUT OFF VALVE AT POINT OF CONNECTION � . .� �� . � .� �� , � . � .� .�y� �� . �. � -WWWWW- - -WWWWJ � - WW � �� W �� W.W.W.WWWW � � - - 1 � BRASS SHUT OFF VANE-SAME SIZE AS MAINLINE � INSTALL BELOW GRADE IN A VALVE BOX. � yyVWWwWwWwW.�.WwWw Wy�� 4� Vw�V � WWwWwW.W.LwWw � y F� HUNTER FLOW-SYNC FLOW SENSOR. SAME SIZE AS MAINLINE. , y � y , � , � , �� . . , , � . � INSTALL IN VALVE BOX BELOW GRADE. � .��, � .. . � � � � �� . � ■ � � � � "� � ° ° ° . _ � I � HUNTER IC-600 6 STATION INDOOR iCORE CONTROLLER. INSTALL INSIDE GARAGE. SEE NOTE#1 l. � � I �U 1 45 � I � ♦ � ♦ � �♦ ♦ � I I ❑S HUNTER WSS WIRELESS SOLAR SYNC.INSTALL S.SYNC.ON GUTTER OF GARAGE. � LAWN 3.0 3/4" 4-8 i2 - � - � �. , _ � � es� ence • ; i I snn RAINBIRD - SUB IRRIGATION METER. INSTALL BELOW GRADE IN VALVE/METER BOX 2 25 � o-o o-o � SHRUBS PT.SH 2.4 3/4" - a I - - AUTOMATIC FLUSH VALVE AT ENDS OF DRIP IRRIGATION PE TUBING. �— 3 25 � _. � 10340 Orange Avenue T EE/SHRUBS 3J 3/4" � J ` COV@r@ C1 I� I I Cupertino, California p . I � 1 GAL.PLANT LOCATION. �SI /l , ..:-;� $EE EMITTER SCHEDULE. VALVE NO. 'Z 25 v Re ceiling - � a �, br4 �, �� I SGAL.PLANTLOCATION. GPM-� 1.O 3/4" DRIP SUN�ZONE I.D. � Q I $EEEMITTERSCHEDULE. VALVESIZE � I I 15 GAL OR 24"BOX TREE LOCATION. I _ Q „ .�SEE EMITTER SCHEDULE. � , I i �� Yz"OR 3/4"PE DRIP TUBING W/COMPRESSION FITTINGS-SEE DRIP NOTES /i ° �.• INSTALL FLUSH VANE AT END. DO NOT TRENCH UNDER EXISTING TREE CANOPIES, � I IF NOT POSSIBLE,INSTALL ON TOP OF SOIL UNDER MULCH. / i', ' a u �P��ApF � � � ' 1 - �� — � . ��,0 G�EG �N�,"9�f' _I 53 - Q. , � � �' � I — . . . —F Y"EMITTER TUBING W/COMPRESSION FITTINGS-18"EMITTER SPACING AND 18"-24"ROW � No.2444 � i�� I > � > SPACING. 1 GALLON PER HR.EMITTER. 'RAINBIRD XFS SUBSURFACE DRIPLINE'OR APPROVED (� cn � ba3 �J� � W�OGI Ope11111gS ° � � EQUAL SEE DRIP NOTES. INSTALL AUTOMATIC FLUSH VALVE AT END. DO NOT TRENCH UNDER � � s�anaf�,e o EXISTING TREE CANOPIES, INSTALL ON TOP OF SOIL UNDER MULCH. i vso�2on � u Renewql Date I I II a L' L I I `�� ' � � NON PRESSURE LINE-CLASS 200 PVC-3/4"UNLESS OTHERWISE LABELED ��j,� �� I — � OF CA��F — — — — — — — — = I 4 PV � PRESSURE LINE-SCH. 0 C �� I� � � � _ �� I I I ALL PIPWG 24"UNDER PAVING: I ICItChefl� -- - I PRESSURE LINE,NONPRESSURE LINE,CONTROL WIRE SLEEVE,OR EXTRA � �_____ IYllrl __I �f�YIIIY � I � LINE FOR FUTURE USE-MIN 2"OR LARGER AS NOTED. � � � � � � ��0� �o C �� CLASS 315 PVC. TWICE THE SIZE OF THE PIPE INSIDE. I INSTALL A 2"SCH.40 PVC GREY ELECTRICAL CONDUIT AT ALL PRESSURE � � �� -- �� LINE PAVING CROSSINGS. � 3 � i �•, � > � � �� V ' — ay ceiling ° � � I � � � [ EMITTER SCHEDULE: � „ , � � � Ja�8V I oven I tall desk � I PLANT NO.OF EMITTER PLANT � � SIZE EMITTERS SIZE DESCRIPTION i�,, �i v! 1 GAL. 3 1 GPH GROUNDCOVER,SMALL SHRUBS Q �'=i ' , I A/C 5 GAL. 3 2 GPH MEDIUM SHRUBS � �- �at � � - ❑ � powder 15 GAL. 3 4 GPH TREES I � I wok kitchen I I 24"BOX 4 4 GPH TREES � cat i � A/C � � � - �� i �� I � DRIP IRRIGATION NOTES � W/H� � I � F � � d u 1 f COVER TUBING WITH SOIL AND MULCH�MULCH ONLY UNDER EXISTWG TREES)AND INSTALL FLUSH VALVES AT ENDS , I� I OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. I I I I 2) RUN LARGE TUBWG CLOSE TO PLANTS TO MINIMIZE LENGTH OF SMALLERy"TUBING. SECURE EMITTERS DIRECTLY ON�"TUBWG AT PLANT I ROOTBALLS. WHEN NECESSARY RUN SHORT LENGTHS OFy"TUBING FROM EMITTERS TO PLANT ROOT BALL EDGES. INSTALL STAKES ONy" I TUBING AT 12"ON CENTER AND COVER TUBING WITH 1"OF SOIL PW$MULCH. IN EXISTING TREE AREAS COVER WITH MULCH ONLY. � I I 3) INSTALL PRESSURE COMPENSATING EMITTERS(MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 PSI)AT EACH PLANT ON ROOTBALL foyer EDGE,NOT RIGHT AT STEM. USE AGRIFIM PC PLUS(PRESSURE COMPENSATING EMITTERS)THAT CAN ACCOMODATE y"TUBING. OTHER � br5 EMITTERS MAY HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRWG LARGER PIPE SIZES. 4) WHEN LOCATING EMITTERS AROUND A NEW PLANT INSTALL THREE EMITTERS ON THE ROOTBALL,BUT CLOSE TO THE EDGE OF THE ROOTBALL, I /w I I 4 25 EVENLY SPACED ALL AROUND THE PLANT. (^ I 5) AS THE PLANT AND PLANT ROOTBALL INCREASES W$IZE,THE LOCATION OF THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY I v I garage 5•1 3/4�� SPACEDAROUNDTHEROOTZONE. � I I 6) INSTALL RAINBIRD DIFFUSER BUG CAPS ON ALL EMITTERS(EXCEPT W LWE EMITTERS)OR END OF EACH�"TUBE • • N FRONTYARD I rri g ati o n l � " IRRIGATION NOTES controller I I 20�-2�� P I a n mou nted I 1 f CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO THE START OF WORK. CALL 811 UNDERGROUND SERVICE ALERT AND I n gGrC�Ige (h � I I rC I OWNER FOR AS-BUILT DOCUMENTS FOR LAYOUT OF UTILITIES AND TAKE PRECAUTIONS TO NOT DAMAGE OR DISTURB EXISTING UTILITIES. � p `✓� ` - - - - - � � 2) THIS SYSTEM IS DESIGNED TO OPERATE WITH A MAX 5.1 GPM AT MIN 40 P.S.I.AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT solar sync on L — I I MET CONTACT THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. IF STATIC PRESSURE EXCEEDS 85 PSI AT THE POINT OF CONNECTION — — rOOf gU I I P.r. — • — — - �,� — -� — . — AN ADJUSTABLE PRESSURE REGULATOR WILL BE NECESSARY. � -- _ . . 3� THE ROUTING OF SPRWKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO CLOSE TO TREE. STAY 8'-10'AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER TREES. INSTALL LINES IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER ' O 00 0 00�0000(q�IOd0000 POSSIBLE. STAKETREELOCATIONSPRIORTOINSTALLWGIRRIGATION. p Y1 � " I I 4) CONTROLLER TO BE SET TO WATER BETWEEN THE HOURS OF 11:00 P.M.AND 5:00 A.M. RGVI S I OI 1 S i�� ; `� , �� 5� THE IRRIGATION SYSTEM SHALL BE INSPECTED BI-MONTHLY FOR THE LIFE OF THE SYSTEM. THIS'WET CHECK'INSPECTION CONSISTS OF G (�l M B add 04.05.�7 � � � ` _, I � OPERATING THE VALVES AND OBSERVWG THE PERFORMANCE OF EACH IRRIGATION ZONE. I a �� 6) THE IRRIGATION SYSTEM SHALL BE KEPT CLEAN AND PROPERLY ADJUSTED. DAMAGED EQUIPMENT SHALL BE REPAIRED PROMPTLY WITH • � 'I � IDENTICAL EQUIPMENT TO MAINTAW THE ORIGINAL DESIGN WTEGRITY. ��I I Q a �/ I� 7) CONTRACTOR TO PRESSURIZE AND TEST THE ENTIRE SYSTEM FOR LEAKS. CHECK THE WATER USE TWICE A MONTH TO NOTICE SPIKES IN ia � � � T fIOW WATER USE THAT COULD INDICATE A LEAK OR MALFUNCTION. I � � O O • sensor 8) DON'TTRENCHUNDEREXISTINGTREECANOPIES. � � �� • a � � � ---��-- .� � � ��• I F 9) THE SYSTEM TO BE INSTALLED AS PER LOCAL BUILDING AND PLUMBING CODES. � � � a � �- � �� -;� �\\\(//�� master � � p � ,� �� .•�� VC�IIVP. 10) INSTALL IN LWE CHECK VALVES TO PREVENT LOW HEAD/EMITTER DRAINAGE. � 11 IRRIGATION CONTROLLER: AUTOMATIC CONTROLLER TO BE WEATHER BASED SYSTEM WITH RAIN SENSOR AND SOLAR SYNC ) � � � � � g �- � � � I � �rGSS ShUt WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER. IT ALSO SHALL HAVE FLOW SENSOR AND MASTER VALVE COMPATIBILITY. I � � �� , �' � i �'� �� ' �� off valve Project No. �� --_ - �- - - -� ��_ ` �� - } � � +' � WATER EFFICIENT LANDSCAPE NOTES - PL � — � sM sub meter Date 03.17.17 _ _ _ _ _ -' �� _ _ _ _ 1) CERiIFICATION OF INSiALLATION: TO BE PROVIDED BY THE PROJECT LANDSCAPE ARCHITECT. ��- �'- � � � - 2) IRRIGATION SCHEDULING FINAL SCHEDULING SHALL BE PROVIDED BY A CERTIFIED WATER AUDITOR. DraWC�I B�I GG I - �J I�7 I�`� _� 3� SCHEDULE OF LANDSCAPE AND IRRIGATION MAINiENANCE: N.A. � � - ��- Scale 1/8" _ �'- 0" GSSUmPi service ine 4) LANDSCAPE IRRIGATION AUDIT REPORT: OWNER OR CONTRACTOR TO PROVIDE AN REPORT FROM A CERTIFIED � WATER AUDITOR. & ex. house water meter. 5, SOIL MANAGEMENT REPOR7 LANDSCAPE CONTRACTOR TO PROVIDE A SOILS FERTILITY REPORT FROM SOIL&PLANT LABORATORY, SAN JOSE. THE RECOMMENDATIONS AS PER THE REPORT SHALL SUPERCEED THE SOIL AMENDMENT SPECIFICATIONS OR NOTES ON THESESHEETS. True North orange avenue WATER EFFICENT LANDSCAPE ORDINANCE STATEMENT "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN," GREG G.ING,PROJECT LANDSCAPE ARCHITECT of Greg G. Ing & Associates Landscape Architecture PU 15559 Union Ave. #305 6 Los Gatos,California 95032 408.476.8682 PC 14 PLANT LEGEND SYM. QTY. SIZE MAXIMUM BOTANICAL NAME COMMON NAME COMMENTS � 4_8,�2 �� PLANT DIST. � I—L U �. _ = �' - � � � - � � 6'MIN. PLANTED HEIGHT Re s i d e n ce LF 1 24" BOX LAGERSTROEMIA F. 'TUSCARORA' HYBRID CRAPE MYRTLE DOUBLESTAKE PC 27 15 GAL. 8' PITTOSPORUM CRASSIFOLIUM KARO 6' MIN. PLANTED HEIGHT. ' ' EIG �, � 10340 Orange Avenu� - � -� Cupertino, California _, - a � � ._ �' NOTE: NO SUBSTITUTIONS OF PLANT SPECIES OR VARIETIES WILL BE ALLOWED � �, � � WITHOUT PRIOR APPROVAL FROM THE PROJECT LANDSCAPE ARCHITECT. PC SYM. -SEE PLANT LEGEND �,�CqpF � QUANTITY �_��'� G�°Gaa�G�� _ �, � , U n .balcony-' J ! Slgnature � 11/30/2017 - - - Renewal Date - ` - - CITY RE UIREMENTS ��TF ��e �� r m a Q oF�A�-�F�� %�, �, n - 1) THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE OF REQUIRED REPLACEMENT TREES (N.A.), �u PRIVACY PROTECTION,AND A FRONT YARD TREE (IF REQUIRED►. _; '� \ 2) FOLLOWING COMPLETION OF CONSTRUCTION,AN AFFIDAVIT FROM AN ISA CERTIFIED ARBORIST SHALL BE PROVIDED CONFIRMING THAT THE NEW TREES HAVE BEEN � � _ PLANTED PROPERLY AND ACCORDING TO PLAN. � = m b� �O i 3) A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR MATERIALS/FINISHES,TREES, LANDSCAPING,AND SITE WORK. 11'1CIOS _ � , � GENERAL NOTES _ r2Sl 2 dn � 1) THIS PLAN WAS DERNED FROM AN ARCHITECTURAL SITE PLAN. CONTRACTOR(S) SHALL FIELD VERIFY CRITICAL MEASUREMENTS. \ ❑ 2) CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES WITH OWNER AND CALL'811 UNDERGROUND SERVICE ALERT' PRIOR TO ANY WORK. \ (S2C _ � \ floor pl n) dn „ �� _h��a,ad � \ �� P L A N T I N G N O T E S , - � � �� ba2 \ storage / C � � 1) CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES WITH OWNER AND CALL'811 UNDERGROUND SERVICE ALERT', PRIOR TO ANY WORK. � � / 2) EXACT LOCATION OF PLANTS ON SITE TO BE ADJUSTED SO AS TO BEST COORDINATE WITH SPRINKLER HEAD LOCATIONS,LIGHTS,DRAINAGE FEATURES,AND SWALES. typlCal 'vision 3) DON'T PUT PLANTS IN BOTTOM OF SWALES. ^� � br2 cone' � 4) DON'T MULCH FLOW LINES OF SWALES SUCH THAT MULCH BLOCKS FLOW OF WATER. � � tray ceilin � P ri va cy � br3 C 5) USE 3"DEEP MULCH IN ALL PLANTING AREAS WITH MAHOGONY 'PRO CHIP'RECYCLED WOOD MULCH. 'GORILLA HAIR'WILL NOT BE ACCEPTED. PROVIDE 3"OF DEEP MULCH UNDER EXISTING TREES. \ vau ed ceiling / � � 6) ANY PLANTS WITH BUBBLERS MUST HAVE PERMANENTLY MAINTAINED WATERING BASINS 4"HIGH. P�O `V C`I O 1 1 / _ 7)INSTALL PLANTS FOR ALL PLANT CIRCLES SHOWN ON THE PLAN EVEN IF THEY AREN'T LABELED. CALL FOR CLARIFICATION. PLANT QUANTITIES IN THE LEGEND ARE TO BE VERIFIED BY CONTRACTOR. PC - 8)THE PLAN IS SCHEMATIC. DON'T INSTALL PLANTS CLOSE TO EDGES OF PAVING OR BUILDINGS. BE SURE PLANTS ARE NOT BLOCKING SPRWKLER SPRAY EXCESSIVELY. P I�.�1 1 1 `I 1 1 , � g 1 3 ` `. ` - 9) FINE GRADING IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. INSURE ADEQUATE WATER FLOW AWAY FROM BUILDING WALLS,TO DRAINS,AND THROUGH SWALES. PROVIDE WATER WASHED COBBLES/PEBBLES - / � \ \ AT ENDS OF DRAIN SPOUTS TO PREVENT SOIL EROSION. P I�.A� l / J _ � 10) CONTRACTOR TO INVESTIGATE EXISTING SOIL CONDITIONS AND BE RESPONSIBLE FOR PROPER SOIL PREPARATION AND AMENDING TO INSURE VIGOROUS PLANT GROWTH. SUBMIT SAMPLES TO SOIL&PLANT LABORATORY, �"I r INC.SANTA CLARA OR APPROVED EQUAL. / 11) PESTICIDES/FERTILIZER REDUCTION: IF FERTILIZERS AND PESTICIDES ARE USED DURING THE CONSTRUCTION PHASE,CONTRACTOR MUST PROPERLY DISPOSE OF EXCESS OR SPILLED FERTILIZERS AND PESTICIDES. CONTRACTOR /:' � Revisions MUST NOT WASH SPILLED FERTILIZERS OR PESTICIDES DOWN THE STORM DRAINS OR BURY THEM IN THE SOIL. CONTRACTORS MUST DISPOSE OF EXCESS FERTILIZERS OR PESTICIDES BY RECYCLING THEM,REUSING THEM OR ex. pittos orum DISPOSING OF THEM AS HAZARDOUS WASTE. eugen IC�@S $I1rUkJ - a - 12) NO GRADING,PLANTING,IRRIGATION,TRENCHING,UTILITIES,MATERIAL STORAGE,EQUIPMENT TRAVEL UNDER THE DRIP LINES OF EXISTING TREES,IF POSSIBLE(OR OTHERWISE NOTED�. to re ain �, a � - l; , LF 131 PRUNING NOTE:ALLOW ALL PLANTS TO GROW INTO THEIR NATURAL GROWTH FORM. DO NOT SHEAR ANY PLANTS INTO'BALLS',FLAT TOPPED OR TOPIARY,ETC. o° ' WAYWARD BRANCHES MAYBE CUT BACK OR PLANT BRANCHES OR FOLIAGE MAY BE CUT BACK INDIVIDUALLY FOR WALKWAY ACCESS,IF NEED BE. EXCEPTIONS: NONE 2X. rIJOIVItC�2 °� -. _, � � � REMOVE SPENT FLOWERS �DEAD HEAD) 1-2 TIMES A YEAR AS NEEDED. (thu ) ex. l4" ,, to be moved palm tree �� =t° ��rem°�ed�� , � �� I R R I G AT I O N N O T ES -' ; <.' 1) ALL PLANTS WILL BE WATERED BY AN AUTOMATICALLY CONTROLLED DRIP OR LOW VOLUME IRRIGATION SYSTEM. PrOJ@Ct NO. - -' �� 2)FOR DRIP: RAINBIRD XCZ DRIP ZONE SERIES: ELECTRIC VALVE,PRESSURE REGULATOR AND FILTER IN ONE,FLUSH VALVES,3/8"OR 1/4"POLY PIPE TO EACH PLANT USING MINIMUM AMOUNT OF 1/8"MICRO 2X. 2O TUBING TO EACH PLANT. BURY POLY PIPING OR COVER WITH 2-3"OF MULCH. Date 03.❑❑.17 nr�lm trPP to be removed 3) CONTROLLER TO BE WEATHER OR ET BASED(I.E.HUNTER'S SOLAR SYNC)WITH RAIN SENSOR INTERFACE,WATER BUDGETING,INDEPENDENT PROGRAMMING. DI'aWll B)/ GGI Scale 1/8" = 1'- 0" orange avenue True North of