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Combined Set_6.pdf GENERAL NOTES PROJECT SCOPE: PROJECT INFORMATION BUILDING FRONT AND REAR ADDITION OF 1017 SF. PROPERTY: 817 COTTONWOOD DR, H U I u F e n IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND MAKE KNOWN ANY REPLACE 4" SEWER LINE AND INSTALL CLEAN OUT. CUPERTINO, CA95014 y g DISCREPANCIES PRIOR TO COMMENCING THEIR WORK REPLACE (E) WATER LINE. ADD FIRE SPRINKLER. APN: 369-17-031 THESE DRAWINGS AREA INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND,THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIAL AND/OR MANUFACTURERS.THE (OW N E R) CONTRACTOR SHALL PROVIDE ALL SAMPLES AND OR CUTS AS REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL SELECTIONS. FOR THE PURPOSE OF ESTIMATING,THE CONTRACTORS OWNER: Huiyu Feng SHALL USE THE MATERIALS SELECTED BY THE OWNER, OR IN ABSENCE OF SAME, HE SHALL PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE..ALL MATERIALS SPECIFIED IN SITE PLAN LEGEND: THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTIMATE LOT SIZE: 6,200 SF NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE ARCHITECTURAL DOCUMENTS,AND THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY OR ALL Ad d ress. CONSTRUCTION DEFICIENCIES. � P.U.E EASEMENT LOT ZONING: R-1-7.5 THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE DESIGNER FROM ANY ACTION INITIATED BY THE INITIAL OWNER OR ANY SUBSEQUENT OWNERS FOR CONSTRUCTION 8 I 7 COTTO NWOO D D R� DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF THE DESIGNER. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND TRADE STANDARDS WHICH GOVERN EACH PHASE OF WORK, INCLUDING BUT NOT LIMITED T0: UNIFORM BUILDING CODE(UBC), UNIFORM � TYPE OF CONSTRUCTION: TYPE V-B, FULL SPRINKLERED MHE CONTRAC OR SHALL)R V EW AND R CO DATHE�COND T�IONS OF�ALL EX SMWG S T�E�IMPROVEMENTS CL U NG PAVOED ARE�ASEHE SHALL MIA ETKONOWN ALL EXISTING DAMAGED OR DISREPAIRED W�C.E EASEMENT OCCUPANCY: R-3 & U C U PE RTI N O, CA950 I 4 ITEMS AND CONDITIONS THAT MAY WORSEN DUE TO THE CONSTRUCTION.ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. � PROPOSED REAR YARD Land Use Designation: Low Density Residential 1-5 (DU/ac). CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED.THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSES DUE TO _��_-----__-��. EXISTING LIVING AREA: 1 201 SF. ECY�aI I� HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS WORK. �� �� PROPOSED FRONT YARD � ' -��� � EXISTING GARAGE AREA: 468 SF. _ �, �� - � ,�� , ALL NEW INTERIOR PAINT COLOR, FLOOR,WALLS AND CEILING FINISHES SHALL BE SELECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION OF THE PROJECT. PROPOSED ADDITION AREA: 1 015 SF. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY STANDARDS.THE STORING OF GOODS AND MATERIALS ON SIDEWALK AND/OR STREET WALL NOT BE PROPOSED TOTAL LIVING AREA: 2,2�6 sF. h u iyufeng@yahoo.COI�Y� ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOW SUCH STORAGE TO BE PLACED. � PROPOSED BUILDING ADDITION PROPOSED F.A.R: 2,684 SF/6,200 SF-43.3%. PROPOSED LOT COVERAGE: 2,698 SF/6,200 SF=43.5°/a. ; �° ; i ' ; �_; '" � ExisTiNG6� Hi�H � i ° ,� ' � ; i" � DRAINAGE DIRECTION MIN SLOPE 2% (IMPERVIOUS) PROPOSED FRONT YARD AREA: 1,471 SF � 6 y_ , FENCE � 4. 6 5 AND 5% LANDSCAPE AWAY � IMPERVIOUS AREA IN FRONT YARD AREA: 477SF < 588 (40%*1,471) SF ---- -- - � , / �� -- --- �� 26'-2 1/2"—--_ , % � '� , �, ;. � FROM BUILIDNG �'� , � �� . � � � , �� ������ � � _u/� PROPOSED REAR YARD AREA: 1,284SF > 6112'x20'=1,224SF , � , �_ , � , - � � � , � �, � �� o � , , ��� ; , � ,� � � � � z � �� � � �s �,�� , VICINITY MAP s�TE , . . � , � � , �U >> � , � _ � � a �U � _ � , , „ ,. , 6 _ m 6 � �� �� ' � PROPERTY LINE ' � \� � � � �-��.� �� �� ' r EXISTING 6' HIGH PROPERTY LINE � � � , .: � , �� r ; � — � � � � � � -�`�, FENCE �����' �, � ,. . � � � �i Q � �^�;. � - � � � �� � � ��� � �� b�.�� r��v ,� � � � ., . i �� � . � .. 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BE 200 AMPS s���p��m�•�� I EXISTING 8 HIGH , 6 - 1 I EXISTING 8 HIGH .�L,• � I� FENCE FENCE ��-•° � J' � ,� � � � I I + � , , 9�F o�� �I _ F I I 0 � I I I - .. . ... F CA� � I I I I �� � i � � � APPLICABLE CODES � I I' I I KEY , 2016 CALIFORNIA RESIDENTIAL CODE I I I � '' I I, I � 2016 CALIFORNIA BUILDING CODE i I i I � ' I ,+ 2016 CALIFORNIA ELECTRIC CODE � I I II I �� 2016 CALIFORNIA MECHANICAL CODE � E GAS ME �ER � � I � I I I I E GAS ME ER I I 2016 CALIFORNIA PLUMBING CODE ( ) I� I � ) � ICBO# TO REMAI � I I TO REMAI � I I 2016 CALIFORNIA ENERGY CODE(PART 6 OF TITLE 24) ESR-3177 �� � � � I 7'- 1 1/2" I I 2�X4� I ' 2016 CALIFORNIA ELECTRIC CODE I� � � (E)SI YARD SE , ACK �I SKYLIGHT I 2016 CALIFORNIA FIRE CODE(PART 9 OF TITLE 24) � I II I � �I I CUPERTINO MUNICIPAL CODE � � � - - - - -� - � - - -�, � � � � � � OHAGIN VENT, � �I YMB L � S OS N I I � N � (TYP. OF 2) I �C: I I I �` J � 0� i I I � ^ -� � � 0 i I I � � � O ' I � I I I � �� �'� � � GRID LINE NUMBER OR � � � � • � � � � � � I I I � � ' ` • LETTER GRID LINE � � � � i � � i � �i � '� � - �� � i � i � �, �; i �� � � i � � - 4'- 19" DETAIL NUMBER 1 i � � � � ' i DETAIL -T � - � I I I A-501 I � SHEET WHERE DETAIL IS DRAWN. E NONCO FORMIN�SETBACK I O I I II II II I (N)8'HIGH SAME DISCIPLINE I I o FENCE WIGATE I I I I I I � I I SECTION NUMBER I I I � � � � �_ . . ' SECTION I I i I I I I I A-301 SHEET WHERE SECTION IS DRAWN. ' SAME DISCIPLINE � � _ _ _ _ _ _ _ � �I I I� PLANNING RESUBMITTAL 04/16/2017 �- - - -- _ _ __ - - '' �'S' - - - - _ _ ELEVATION NUMBER � � p. � I - - , ELEVATION PLANNIN 2 2 �� , � ,- - _ - ; � -� ; � � �I S \ _� � 6�-o„ G 03/ 0/ 0 I ���j�; II L � ,I DRAWN. SAME D SC PLIOE IS � _ SI � (N)CONFO MING SID SETBACK A-0.3 DRAWING NO DESCRIPTION DATE I (E)DRIVEWAY AND __ REVI S I ON P � � � NOTE: (E)DRIVEWAY AND , �— � � GUTTER TO REMAIN � N GUTTER TO REMAW � ,! / � � DELTA / 1 1. PROVIDE POSITIVE DRAINAGE M 1s'-o" � / APPROXIMATE _ SEE DESCRIPTION BLOCK � ; � � � � � � � TO ROOF DRAINS FROM ALL � , � � � ON SAME SHEET FOR DATE ; � . ' / � � PARTS OF THE ROOF. � __ -� : EXISTING SEWER � - - �; �,. � � � LINE,FIELD � -. � � &DESCRIPTION � �\ 2. D.S.° INDICATES 2'x3"26 -�- �'� '�� � � VERIFIED BY GC KEYED NOTES SEE DESCRIPTION � � GA. G.I. DOWNSPOUTS �. �- (N)CLEAN OUT �- � KEYNOTE � LOCATED AS SHOWN. � TO BE ADDED ; �� LIST ON SAME SHEET __, � ��� ��� � � p�� FILLED LINE INDICATES i ,I ___ _ � � � _ ���. �� ; 3. PROVIDES5"-26GA. G.1. _ � �= �J� . �� � �� � � �-�- _�� �� i . �� ' � OGEE GUTTER OVER 2x8 •�- _�__�� .�� ' � � PLAN NORTH � NORTH — � 7 0. O O �_ � g, g g' — SPRUCE FASCIA BLARD-TYP. �����`� — ��O O L= � g. � g - DASHED ARROW INDICATES (E)WATER � ----- (E)WATER � ��� TRUE NORTH ARROW PROJECT project Number METER ! � 4. ROOF PITCH TO MATCH METER � � , � EXISTING ROOF TYP.-U.N.O. / � __ _--- � DRAWING INDEX ii8 — i -o „ , „ 5. ROOF MATERIAL To MATCH � ���� ' � EXISTING ROOF OVER 30# � A0.0 SI TE PLAN ----------------------------- ------ - �_--� - O � FELT-TYP. -- - - � --. ----------- ------ ' BMP CUPERII NO BEST MANAGEMENT PLAN ---- ------------------ -- -- ------ ------- ---- -------- ---- ------ ------ --- — ; O. ------ , ��' ---- 6. PROVIDE NECESSARY ______________- A0. 1 DEMOLJ 11 ON PLAN PROPOSED FLOOR/ CB LJ NG PLAN ITE PI..AN �- --- -------------- FLASHING AT ALL ROOF AND ____ A0.2 BU LCI NG ELEVAII ONS ---- FRONT YARD IMPERVIOUS AREA CALCULATION: ----------- ' WALL CONNECTIONS AS �'��. � A0.3 BU LCI NG SECII ONS \' � Total front ard area:61.12x 23.3+27.112-57 orch-1471 SF � ` � REQUIRED. y � � �p � � \' ---�' Impervious area: 419(driveway)+58(Walkway)=477 SF � �' A0.4 DETAI LS 7. PROVIDE 3/4"THICK T&G 47711471 =32.4%<40°/a T1 ll TL E24 PLANKS @ ROOF OVERHANG SO STRUCTURAL GENERAL NOTE AREA. S1 FOUNDAII ON PLAN � EXISTING SITE PLAN � PROPOSED SITE PLAN s2 FOUNDAII ON DETPI LS U 1/8" = 1'-0° �� 1/8" = 1'-0" S3 FRAM NG PLANS . t t S4 STRUCTURAL DETAI LS 2014 � 17'- 1 1/2" C = = � - - - - � _ _ _ _ �_____= GENERAL PLAN NOTES: . 8�-6�� Hui u Fen 1. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THK. U.N.O. (SEE PLAN FOR SIZE) y g 2. ALL HOUSE TO GARAGE DOORS TO BE SOLID CORE 1 3/8" THK. SELF CLOSING AND TIGHT FITTING. (SEE PLAN FOR SIZE) OWNER 3. ALL ENTRY DOORS TO BE SOLID CORE 1 3/4" THK. (SEE PLAN FOR SIZE) � 4. PROVIDE A LANDING WITH A MIN. DEPTH OF 36" AT THE EXIT DOOR PER UBC 1004.9 5. WINDOWS AND GLAZED DOORS MUST HAVE LABELS FOR THE "U" AND "SHGC" FACTORS THAT ARE REQUIRED BY THE ENERGY DOCUMENTATION. AddreSS: PLUMBING NOTE: � I 7 COTTONWOOD DR, *SHOWERS NOT TO EXCEED 2 GPM AT 80PS1, PER 4.303.1.3 OF 2013 CGBC. *LAVATORY FAUCETS TO BE MAX 1.5 GPM AT 60 PSI, MIN 0.8 GPM AT 20 PSI FOR LAVATORIES. CUPERTI NO, CA950 I 4 - *KITCHEN FAUCETS TO BE MAX 1.8 GPM AT 60 PSI. _ � *TOILET TO HAVE MAX FLOW RATE OF 1.28 GALLONS PER EFFECTIVE FLUSH. �'� �' in � �� � � � _ � __�� � - � � Email: � � ii � � i ii °�� ii i � LL__ � _ J � _ _ _ � , , � hui ufen ahoo.com � - - � — - - - � I I � (E)ELEC PANEL TO Y g � � � � � I I BE UPGRADED TO I I / � I I �� I � �1 I I 3�_p�� A0.3 gE 200 AMPS � —� �� ��� I I � ' � � I � II 3,_2„ � �� �� � � � / II � I � �� ��_ - - - �� — � 11'- 11" - - - - I � I I � ��I I � � I I I� — — — — i i— — (E)BEDROOM (E)BEDROOM � - - - �� � — - � � � - - - - � � � — — - - � � O � o 0 (E)LIVING ROOM DEMO PLAN LEGEND Architect: Yin Su EXISTING WALLS TO REMAIN. 20�� yinsu2002@gmail.COI�YI — — — EXISTING WALLS TO REMOVE. CV N / � � ��5�� AR�H� � _ °� �� .��N s� TF�, DEMOLITION PLAN � � 1/4" = 1'-0" � -� (E)BEDROOM � " �' � o o � N0. C34281 � ti � O REN. 6/30115 ' � Q- N (E)KITCHEN � �y>,F �F ��F���\ FLOOR PLAN LEGEND N CA �Q� CEILING TRACK LIGHT � ��'- 10 1/2° 28"x80" 7 8 KEY � � CEILING PENDANT LIGHT � N� � � 0 0 0 � � w I x � , I x � U N Z � � � �N Q QJ � WALL MOUNTED INCANDESCENT LT. � � N X � � o� O ��� CEILING RECESSED LIGHT ° � �j �� ° z CEILING RECESSED W/P LIGHT � � o � o X � NOTE: � 1 TUBE SKYLITE W/ FLUORESCENT LITE GARAGE SHALL BE SEPARATED (E)WATER I I _ � � / FROM THE DWELLING UNIT HEATER I I � � *PROVIDE W/R GREEN GYP.BD @ AROUND SHOWER, TUBS PER SEC.2512 UBC. ANDATTICAREABYMIN.112- I I o * INCH GYPSUM NOARD APPLIED I M ALL BATHROOM LIGHTS SHALL BE FLUORECENT LIGHTS. � JUNCTION BOX FOR SUSPENDED LT. *ALL SHOWER OR TUB GLASS DOOR SHALL BE TEMPERED GLASS. TOGARAGESIDE I +10'0"I+ ,_ „ „ „ _ _ * 9 � 4 x18 CR WL � � PROVIDE A MIN. 5 SQ.FT. MECHANICAL VENTILATING SYSTEM FOR BATH, AND ROOM OF I I , SIMILAR NATURE. �� FLOURESCENT LIGHT I I _ PACEAC ESS � O N N *SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER " I I ' HEADS SHALL BE FINISHED WITH A SMOOTH, NON ABSORBENT SURFACE TO A HEIGHT N I I � NOT LESS THAN 72 INCHES (6FT) PER CRC R307.2. � WALL SCONE INCANDESCENT LT. *PROVIDE SOUND BATT INSULATION BETWEEN ALL BEDROOMS AND BATHS. 3�-��� 9�-o�� 3�-��� *PROVIDE 12" MINIMUM CLEARANCE IN FRONT OF 2" OR LESS UNDER-FLOOR CLEANOUT CEILING MOUNTED FAN 9 I I ���-7�� PIPING AND 13" IF MORE THAN 2" DIAMETER PIPE.J I (N)FAMI�YROOM I *NO UNDER-FLOOR CLEANOUT SHALL BE LOCATED MORE THAN 20 FEET FROM CRAWL A0.3 I HARDWOOD I � I� PLANNING RESUBMITTAL 04/16/2017 HOLE ACCESS PANEL.(CPC 707.10) (N)BEDROOM -' PLANNING 03/20/2017 *OUTDOOR A/C SUCTION LINE INSULATION EXPOSED TO WEATHER SHALL BE T� TV JACK (E)GARAGE � � HARDWOOD � PROTECTED FHOM U/V DETERIORATION OR PHYSICAL DAMAGE. NO DESCRIPTION DATE *THE "F.A.U." WHICH LOCATED IN THE ATTIC NEED TO BE WITHIN 20' FROM THE ACCESS � DUPLEX 110VAC OUTLET AND HAS A CONTINUOUS SOLID WALKWAY AT 24" WIDE. PROVIDE A SWITCH- � CONTROLLED LIGHT PER CMC 908.0, ,_2 �i2„ � � *ENVIRONMENTAL AIR DUCTS SUCH AS VENTILATION FOR HUMAN USAGE, KITCHEN � DUPLEX 220VAC OUTLET � RANGE EXHAUST. BATHROOM EXHAUST, AND CLOTHES DRYER EXHAUST SHALL BE `Y' EQUIPPED WITH BACK-DRAFT DAMPER PER CMC 504.1 . - 1'0"x6'8" 1'0"x6'8" *A DEDICATED 20-AMP CIRCUIT SHALL BE PROVIDED TO SERVE THE REQUIRED � TELEPHONE JACK � 5'0"x5'0"SLIDING , � BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES N �"�'os� �o��o LIGHT/FAN PER CEC210.11(C)(3). � DATA PROPOSED FLOOR PLAN � *LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES ARE LAGELED 'SUITABLE FOR ❑ ❑ 4'0"x6'0"CASEMENT DAMP LOCATIONS" PER CEC 410-4(a). 3 1/4" = 1'-0" -' *ALL RECESSED LIGHT FIXTURES SHALL BF IC RATED OR FIXTURES NOT IDENTIFIED FOR � LIGHT SWITCH ��-s�� 9�-o�� o - � �� CONTACT WI INSULATION SHALL HAVE ALL RECESS PARTS SPACED AT FAST 1/2" FROM COMBUSTIBLE MATERIAL AND 3" FROM THERMAL INSULATION PER CEC 410-66. �3 3 WAY LIGHT SWITCH 1'-6�� 5'-4�� 1'-6�� *BATHROOM SHALL BE HIGH EFFICACY LUMINAIRES OR CONTROLLED BY AN OCCUPANT PROJECT project Number SENSOR THAT DOES NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. 4 2s�-��� *ALL OTHER INTERIOR ROOM EXCEPT CLOSETS LESS THAN 70 S.F. SHALL BE HIGH � 4 WAY LIGHT SWITCH SCALE EFFICACY LUMINAIRES OR CONTROLLED BY A MANUAL ON OCCUPANT SENSOR OR NOTE: AS SHOWN DIMMER, � DIMMER * A MINIMUM OF TWO 20 AMP SMALL APPLIANCE BRANCH CIRCUITS SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS TITLE *ALL OUTDOOR DOOR LIG! ITING THAT IS MOUNTED TO THE BUILDING SHALL BE HIGH IN THE KITCHEN, DINNING ROOM, PANTRY, OR OTHER SIMILAR AREAS PER CEC 210.11. EFFICACY LUMINAIRES OR CONTROLLED BY PHOTO. CONTROL/ MOTION SENSOR EXISTING WALL TO REMAIN AND REPAIR AS REQUIRED. *AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY LAUNDRY RECEPTACLE OUTLETS. SUCH DEMOLJTION PLAN COMBINATION. � HEAT LAMP FAN CIRCUITS SHALL HAVE NO OTHER OUTLETS. *VENTIL ATION IN THE BATHROOM SHALL PROVIDE 5 AIR CHANGES PER HOUR AND BE �� 2x4 or 2x6 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. *125- AND 250 VOLT, RECEPTACLES INSTALLED OUTDOORS IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS PROPOSED FLOORI CONNECTED TO THE OUTSIDE AS PER CBC 1203.3. BD. ON BOTH SIDES USE W/R GREEN GYP. BD. @ WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. *ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE � SUPPLY AIR DIFFUSER WET WALLS (1/2" CDX PLYWOOD 0/STUD @ SHEAR *ALL BRANCH CIRCUITS THAT SUPPLYING RECEPTACLES IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION WALLS). ADD SOUND BATT INSULATION. LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS CEILJNG PLAN SHALL BE 24". THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20". � RETURN AIR DIFFUSER � 2x4 OR 2x6 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER. (AFCI) WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL BD. INTERIOR SIDE 7/8" CEMENT PLASTER OVER * ALL RECEPTACLES IN BATHROOMS, GARAGES, ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES, UNFINISHED HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR. SD PAPER BACKED LATH OR WOOD SIDING OVER 15# BASEMENTS KITCHENS (WHERE RECEPTACLES SERVE COUNTER TOP SURFACES), LAUNDRY, UTILITY, WET BAR SINKS *TYPICAL ALL PLUMBING WALL BEARING WALLS AND WALL EXCEED 10'-0" HIGH SHALL BE O SMOKE DETECTOR BLDG. PAPER (PAINTED) (WITHIN 6 FEET OF THE EDGE OF THE SINK), SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION. 2x6 STUDS @ 16" O.C. OVER 1/2" CDX PLYWOOD. (CEC 210.8) . t *TYPICAL ALL WATER SUPPLY PIPE TO BE COPPER. �� CARBON MONOXIDE DETECTOR (SEE ELEVATIONS FOR EXTERIOR FINISH) * IN ALL AREAS SPECIFIED IN 210.52, ALL 125-VOLT, 15 - AND 20 - AMPERE RECEPTACLES SHALL BE LISTED TAMPER- *ADD SOUND BATT INSULATION IN ALL NEW WALLS. RESISTANT RECEPTACLE. (CEC 406.11) 2014 � ATTIC VENTILATION UNDER FLOOR VENTILATION PLANNING NOTE: NOTES: ELEVATION NOTES: ANY CHANGES TO THE APPROVED 1 . WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS . REQUIRED: REQUIRED: COLORS, MATERIALS, AND EXTERIOR REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD- 1. NEW ROOF TO MATCH EXISTING. 7. DECORATIVE 14"x18" GABLE VENT W 4" TRIM. H U I u Fe n 1017 SF/150 =6.78 SF x144= 976 SI 1017 SF/150 =6.78 SF x144= 976 SI FINISHES SHALL BE REVIEWED AND BASED SHEATHING, SHALL INCLUDE A WATER - RESISTIVE VAPOR- 2. STUCCO WALL FINISH, COLOR TO 8. EXISTING ROOF TO REMAIN. y g 30°/a TOP = 976x30%=293 SI MAKE UP EXISTING:2@14.5x5.5=160 SI APPROVED BY THE CITY OF PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT MATCH EXISTING. 9. STUCCO WALL FINISH, ACCENT COLOR BY OWNER. 70% BOTTOM = 976x70%=683 SI CUPERTINO PLANNING DIVISION PRIOR TO TWO LAYERS OF GRADE D PAPER (R703.6.3) 3. WOOD TRIM @ EAVE W/ GUTTER. 10.WEEP SCREED. A MIN OF 26 GA. CORROSION - RESISTANT WEEP (OWNER MAKE UP EXISTING:2@14.5x5.5=160 SI PROPOSED: TO INSTALLATION/APPLICATION. 2. PLASTERING WITH PORTLAND CEMENT PLASTER SHALL NOT BE 4. TRIM @ WINDOW SILL. SCREED W/ A MIN VERTICAL ATTACHMENT FLAGE OF FOUNDATION PLATE VENTS 15@14.5x5.5=1196.25 SI LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR 5. TRIM AROUND WINDOW/DOOR. LINE ON ALL EXTERIOR STUD WALLS W/STUCCO. THE SCREED SHALL BE PROPOSED: WIRE LATH AND SHALL NOT BE LESS THAN TWO COATS WHEN 6. 145.5"x5.5" UNDER FLOOR VENT. PLACED A MIN OF 4" ABOVE THE EARTH OR 2" ABOCE PAVED AREAS AND GABLE VENT 2@12"x18" = 432 SI APPLIED OVER MASONRY, CONCRETE, PRESSURE-PRESERVATIVE SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER To DRAIN TO Address: OHAGIN VENT 2@97.5 S1=195 SI TREATED WOOD OR DECAY- RESISTANT WOOD AS SPECIFIED IN THE EXTERIOR OF THE BUILDING. ROOF EAVE VENT 8@14.5x5.5=638 SI SECTION R317.1 OR GYPSUM BACKING. (R703.6.2) 8 I 7 COTTONWOOD DR� TOTAL : 1265 SI CUPERTINO, CA95014 8 � � � PROPERTY LINE � � � � PROPERTY LINE �I I , , Email. � • I I � � SIGHT LINE i � \ � � � � � � huiyufeng@yahoo.com I I � �I W I � � � o J � O Z ,, I I � N' � � , � - I W (TOP PLATE) � I ❑❑❑ � � , I � �n 0❑❑ � � � � � �������� °4° I �������� 5 ' � I � �������� , I �������� � �� � � �������� �� � �������� g � �������� , _ � �������� � FINI�FLO�RT�MAT�EXISTW� _ � n � ATURALGRADE 4'- 10" 6 1� � 6'-p" � (E)NONCONFORMING ETBACK (N)CONFORMING SET BACK � EXIS,TING EAST ELEVATION � PRO,POSED EAST ELEVATION 3/16 - 1 0 3/16 - 1 o Architect: Yin Su yinsu2002@gmail.com ��'��S�IDNASU /TFC� v �` � N0. C34281 � (TOP PLATE) REN.6130/15 � �� �� �' � 9�F o�'`� �n �F CA��� � _ � � 0 � KEY F1L�11�F�OR T�MATCH E�TING _ NATURALGRADE � � � � � � EXISTING NORTH ELEVATION � PROPOSED NORTH ELEVATION U 3/16" = 1'-0" U 3/16" = 1'-0" (TOP LATE) (TOP PLATE) _ � rn � i � i � � ' � � I� PLANNING RESUBMITTAL 04/16/2017 , � , � � � , � PLAN N I NG 03/20/20 I 7 � `� NO DESCRIPTION DATE � FINISH FLQOR T�MATCH EX�TING ` NATURALGRADE � EXISTING SOUTH ELEVATION � PROPOSED SOUTH ELEVATION `' 3/16" = 1'-0" � 3/16" = 1'-0" PROJECT project Number SCALE 3/I 6�� = I�-0�� (N)TOP PLATE (E)TOP PLATE - TITLE _ o BUILDING ELEVATIONS o , � � � FINISH FLQOR T�MATCH EX�TING NATURALGRADE � EXISTING WEST ELEVATION � PROPOSED WEST ELEVATION . t U 3/16" = 1'-0" U 3/16" = 1'-0" 2014 � Hui u Fen _ y g (OWNER , Address: .' �„��°'� ������� 8 I 7 COTTONWOOD DR, 5.55 Y"F�-51V���. I I I _ 555 N / / - I I - 555 � �����'����� � � CUPERTINO, CA95014 5 � 5 5 �5 �I � �]��C��]�I ��II.L.�J✓�1 � + I�' + I F� I ��I*L / / + �I + � + �II + O / * ' � * � ' Email: ������ �T �' ��(N)LI ING ROOM � ��, 1�� � � � � � ��� ,�� ��, huiyufeng@yahoo.com �. � �,, � � j � �. � � � � t + + + � k� + + + *�k� + + �f �� + + - --- ---- ---- ---- ---- ------ ��� + + � � + + '� � � 1 z � � ��— �X� ���I� �� � � � tl� � �48" �.G. �1�4 FT E R TI E 1" � � BUI�LDING�LONGITUDE SECTION U 1/4 - 1 0 �s�� ����.,�c� f��x o� c��� �! '�cl � 6" :J.C. ��C�� �. �5� I�c� �.TT,4�H�C� ���� D�. ���L� '� ��IL�f�C� J�I�t� C�1�4 � � �:�0� I��1'4i�Ol� �. tG R��t�R JG 15t� x � �� ��'� t���F ��Cx� hI�IL��Cx�. ��k TYPICAL 24 GA. GALV. SHEET METAL GUTER �„�� ��,� � '�� �.� f x �y.=�" AND DOWN SPOUT. Architect: Yin Su ��� '�� TYPICAL 2x8 REDWOOD FASCIA ,� , � �, �� , ; 2X ���CICIf�1Cx `��� �' ���. ',�' '� ;x� �+ '� � � '=�:-��� BD� , yinsu2002@gmail.com ;''�� •�� � ,�'�, �"�� ��� .�f�GH_ �„�J�S. � — — — � - TYP. REPLACE THE(E) i ��� ��G� �L�P� �" � �� � -� � ��� t + + l' x-��� ROOF SLOPE +/ 5:12 ROOFING TO COMPOSITION — �.1�. �.-��"f + + �-'x�;' TO MATCH EXISTING, SHINGLE W/#30 BLDG. PAPER ---- �X �tlJ� I��LL �"-�� � TYP. 0l PLYWOOD SHEATHING 0/ ��SED ARCy�T � ���� �� 9ih'11�90�1 �II G I� —' � � 12 ROOF FRAMING ��' ��N SU F�, � � ����I 1�.4FT fi� .��I��-�-� 1� ' i��.�T�l� ,1^I�T� I��fi� I�L�1� 5 p �, .�i1 ��� � � i�,� � 3�� �.G. �~ �' ,' � � ��� �� � ��' 1. � ` C�I�INC� J�I�t� P�R f��N , � N0. C34281 � � }�� � � ��� �L�� � ���� �•�- � REN. 6/30115 � ��Il. 5 A �� � ���� �,�.i��� I � 1 /`1 �C �� � ;' � ' S ��J ��C�I � ��� 6��� � �j,'9 ���' '�'-}�� �N_ N��� t�P PL t� �L G�. � Q, � ��p ��" �.c_, t��l�_ �I_o1J. F �F �Fo �� G.H_-�.�_�. CA� N��+C�R P�R P��N �--�I-���`1� I��`�' - - liJl-E�}�� �G��.lf�� i LQP9F P1AIE _ t�R P��N 91��Afi� �;.iLL --��� � �������� � �cr� ���Pro�lr�� KEY ���� '�-���� R-30 INSULATION @NEW � �tW�i��LL-�.�.G. � � I CEILING R-19 INSULATION @NEW (N)BED O M _ 0 RAISED FLOOR AREA ' �H �I�F� TRA���ER ��� � �HE�� TF��f��F�F� � E�IIE �" � (E)GARAGE �' TYP.4"WOOD �X ��fCCx � �RG.G��--, BASE. R�� 5�N�•�t+�I N� '� P�i� P��N '� �� � ��� �� �, GROUNDFL OR �d � �" �.�. �� ------------------------ ------ --------------- ------ SUB.FLOOR � �'� C° ? CRAWL SPACE FINISH GRADE ? ��� �� �� .--- HE�+DE� t I�T��T ', - � � �" ��I`11'T�NL�' Ct�#���, � , � 1 ti�' + ,%, �,�� ��� � ��� -----��� ����. �.r � � �" �.�. ��, � � � ��� ��� P���� ���� ���,� �.� ] + + + 5 9 BUILDING LATITUDE SECTION � ��� �r�l��iP�^F�tE� ��.��. ��� �� 555 1/4" = 1'-0„ w � �� ECc�� T`;`P. C�' 1 �� :�T�;�=,� �;�'"�,iTl PJ l���1�.i� � � ;�� r�� ,� � �,.� � , ^ �� � — i'-�" i-1�N. P�h��L L�I��N �L:� . LO�� THE r�,H.1LE LEfv.,TH _F TH E E VTI�E v:H.'�,E� '�,�'�,��.LL AC��'�,{E � �t�4���,�� ��� � '� -. � T�;� i�Lk.TE � � c�u���� r�rt µ,NC;� E�EL��.�'4`�,' THE ��F��ENIf��� � � �. � �' C���v�C�L E �x 1�6L, J�;�t � BLIC'a ��d � �a" CGf� `— �X� ��I.�'�h1�+,L � 7�'I'_ � ++D�G-D�l.�l F'�i� '9W' �I��D.��. �i��viT�1C� � �'-��� '�� � -- _ _- If���Y4-L/�.+W/I�F�1�/�I/� I+� Iy �5 / �•]f ��I I{-yrn��(/ �I T•r' k f+l ��✓5�1+ � I M'+IFF+IIY..� k� IFi��I �Lil '''I ..�r\ IJLl14�IkI144: L I I IJ I I � � ����, ����* u���� t� �.k ��� ��.��� '' Y, K„ �� �, ��� ,�hl��1�712 �Lt� IJ;' �� 's � �s, _:-:.:-_=.:_:_=-:_-:._�:.��--�.__-:�-.�.:.-..-:_t:.-,::=:.,.__....-,_.:._�-�-:-_._:...:-:-::.:�.:.:...�.-....:�_-�::--_ =- = I� PLANNING RESUBMITTAL 04/16/2017 � �U�:� EY, �ICE PLANNING 03/20/2017 , _ _ __ ... ___ _ __..... .... ..... z __--------- -- 2�x2����;���� ��N�F� � � �;� _ - _� r � - ��C. 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BV I LDI NG SECTIONS �l x � 7'-�,� �3'-L," �-�x HE���ER=7 �,r, _.=1LL`.:7 �l x 1 0 �'-���,� � �,_r�" .�,T F:�" `;T l,i� ':'���.�LL43 � `:„ , ,�, ���,� I �l x 1 � � -�u� 1 � -��,� � � N����, ���_ z� t�:f r,?C I'vi�J�1 ��f l��H �I LL `-����,f� �,:+ ��� �t �"o�_ �. h��`���11N.�.L �;7FEVIf�i3 � ���, a�lst ��� si�� �I�E P� �F"EN�� 2 x �I �._V„ � � � 1 �I-`l 5i } SUB DIAPHRAGM • t �PENIIV�i � R��F � FL��R ����" � ��LIF�F�IVIA II�LLE1� �I�Al11� IIV� 1" � � ��2�� = ��-o�� 2014 �