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R-2020-004 & RM-2020-004_1171 Crestline Dr_FULL PLANSET Community DevSlApAI ACOpL&ent A B R E V I A T 1 0 N S TABULATIONS PROJECT TEAM : Planning Division - Cupertino CUPERTIN4 APPROVED APN Numbers: 362-29-040 OWNER'S NAME: APPLICANT: ENGINEER: Case # R-2020-004, Occupancy: R-3/U Single family (SFL) A AA.C. Aspahlt Concrete LB./# Pound Land use: (Low density (1 -5 DU/Ac.)) Juan Carlos Navarro ACOUS Acoustical L.F. Linear Feet Rashmi Singh & Arvind BUILDING LAYOUT POINT rk BLP AC.T. Acoustical Tile LKR. Locker Zone Designation: R-1 -8 K. Sinha D-Cube Studio Approval Body: Director/ Stdff 119VI AC.P. Acoustical Panel LT. Light Construction type: VB 1 171 Crestline Dr 586 N. 1 St St 11 215 0 1 08/12/20 A.D. Area Drain LG. Large Lot size: 6,444 s.f. CA 95112 a Approval Date ADJ. Adjustable Cupertino, CA 95014 San Jose, a DATUM UM POINT ELEVH I I N � AGGR. Aggregate MAT. Material Fire Sprinklers: NO Signature James MurphyA.F.F. Above Finished Floor M.B. Machine Bolt p rashmi.a.singh@gmail.com jcnavarro@cift.net AL./ALUM. Aluminum M.C. Medicinal Cabinet EXIStInq: Proposed: (408) 406-6864 (408) 205-9812 MATCH LINE & And MD. Medium First floor: 1 ,702 s.f. 1 ,783 s.f. ANG./< Angle MECH. Mechanical Design and drafting development APPROX. Approximate MEMB. Membrane Garage: 460 s.f. 455 s.f. PROPERTY LINE ARCH. Architectural MET. Metal Second floor: 0.0 s.f. 659 s.f. 586 N First St -Suite 215- ASPH. Asphalt MFR. Manufacturer San Jose, CA 95112 @ At MH. Manhole Total: 2163 s.f. 2,897 s.f. DIM. @ F.O.S./STRUC. B BKG. Backing MIN. Minimum Porch: 31 s.f. 92 s.f. (P) 408.205.9812 MIR. Mirror BD. Board MISC. Miscellaneous Balcony: 0.0 s.f. 149 s.f. jcnavarro@att.net DIM. @ CENTER LINE B Bituminous M.O. Masonry opening F.A.R.: 33.5 % 44.9 BLLDG.DG. Building MTD. Mounted L THESE DRAWINGS AND THE INFORMATION SET FORTH BLKG. Blocking MUL. Mullion Lot coverage: 34.0 DIM. @ F.O.F./CLEAR BM. Beam g 45. 1 / O I HEREON ARE THE PROPERTY OF D-CUBE STUDIO AND B.O. Bottom of Front setback: 27'-9" 25'-5" 41 '— 1 " •• I , „ I ARE TO BE HELD IN TRUST AND CONFIDENCE N North cn ITALIAN CYPRESS 3 -6 BOT. Bottom PROPOSED NEW PUBLICATION. PUBLICATION DUPLICATION OR USE IN N (N) New Rear setback: 20 -0 20 -0 31 -9 5'-0" MIN FROM PROPERTY LINE PRIVACY SCREEN _ ANY FORM AND DISCLOSURE OR USE FOR ANY (N) OR REQUIRED +g _0 B.U. Built-up I, , N.I.C. Not In Contract „ „ „ O ® 5 FROM EACH OTHER ELEVATION POINT NO./# Number Right setback: 5 -O 5 -O 1 1 -0 O I I I Z PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY CCAB. Cabinet , „ , „ , „ U t - .—.—. .�- C.BA. Carpet Base NOM. Nominal Left setback: 5 -O 5 -O 15 -0 N N �' — 93.53 - - _ - - - '� �M � D-CUBE STUDIO IS PROHIBITED. (E) ELEVATION POINT + ' C.B. Catch Basin N.T.S. Not to scale Buildingheight: 17'-6" 24'- 1 " N N CEM. Cement g CER. Ceramic ® O. Over No. of Stories: 1 2 ^ C.I. Cast Iron O.A. Overall o 0 ^ .�^'O^-� O O � O O ,��0 O q O.C. on Center Parking Spaces; 2 2 O H C.J. Construction/Control Joint --- - ---------- ---------- --- --- ---- ---- ---- - ---- ---- ---- -- ,-- -- -------------- --------- O.D. Outside Diameter (Dim.) r � „ COLUMN GRID CL Center Line O.H. Opposite Hand r A CLG. Ceiling O.F.D. Overflow Drain CLKG. Caulkin C 0 D E R E F E R E N C E ;ELECTR CAL'METER TO REMA � 15 MAX 1 OBS. Obscure � o CLO. Closet OFF. Office -- ----- - ------- --- ----------- ----- --�---- CLR. Clear -------------- -- ------------------ ------------------------ C.O. Clean out OPNG. Opening N � � NEW AC ON CONIC AD (E) 6' G.N. FENC DETAIL N0. 4 COL. Column OPP. Opposite 2019 CALIFORNIA RESIDENTIAL CODE (CRC) COL. Concrete 2019 CALIFORNIA BUILDING CODE CBC ``` J ` J 5'—1 ( ) STORAGE TO BE R MO ED - EXISTING AC N' CONC. PAD SHEET NO. A6 CONN. Connection P P.C. Painted Concrete 2019 CALIFORNIA MECHANICAL CODE (CMC) CONSTR. Construction P.G.B. Painted Gypsum Board CONT. Continuous PKG. Parking 2019 CALIFORNIA PLUMBING CODE (CPC) 2019 CALIFORNIA ELECTRICAL CODE (C E C) ------------- ---------------------------------- - WALL SECTION N0. 7 CONTR. Contractor re- as ----- -------------- CORR. Corridor PL. Plate 102.461 % SHEET NO. A8 CPT. Carpet P.LAM. Plastic Laminate 2019 CALIFORNIA FIRE CODE (CFC) ------------ y�------ ------ ---- -EMI — --- 0� LU C.P. Cement Plaster PLAS. Paster 2019 CALIFORNIA T-24 ENERGY CODE ' O p q PR. Plywood CITY OF CUPERTINO, CA. MUNICIPAL CODE C.SQ. Carpet Square I � BUILDING SECTION 9 CTSK. Countersink PR. Pair I ; C.M.U./CMU Conc. Masonry Unit PT. Point A2 CNTR. Counter P.T.D. Paper Towel Dispenser I C.T. Ceramic Tile P.T.D/R. Combination Paper Towel , 1 CTR. Center Dispenser & Receptacle S C O P E O F W O R K I e 3 11 'JO'j ❑❑ C.W. Curtain Wall PTN. Partition I 0 �^ I II II O 9 DAT. Datum P.T.R. Paper Towel Receptacle 1 . NEW 694 S.F. SECOND FLOOR ADDITION TO INCLUDE A NEW -- --- --------- --------- " %------- O LU I INTERIOR ELEVATION 4 A2 2 D DBL. Double MASTER BEDROOM, BATHROOM, WALK-IN CLOSET. TWO DEPT. Department Q Q.T. Quantity BALCONIES LOUNGE AND PRAYER ROOM P Q.T. Quarry Tile , , I 3 D.F. Drinking Fountain DET. Detail 2. ADD NEW PATIO COVER ON FIRST FLOOR AND A NEW FRONT DOOR N0. DIA. Diameter R. Riser ------- ------------- -{ I ^ DIM. Dimension RAD. Radius u DOOR TYPE 4 R PORCH PROPOSED NEW I -------------- ---- I � � O R.B. 4 4 Rubber Top set ease 3• RELOCATE KITCHEN AND WATER HEATER I ! I o 4 DISP. Dispenser R.B.-6 6" Rubber To Set Base PRIVACY SCREEN p DKG. Decking R.D. Roof Drain 4. ADD A NEW IN-ATTIC FURNACE I I N WINDOW N0. 5 DN. Down REF. Reference i i a OOpeningI Q D.O. Door 0 REFR. D.P. Dimension Point , REINF. Reinforced �� � , I ;Y - - � n DR. Door REVISION N0. A DWR. Drawer REQ. Required D R A W I N G I N D E X I I I B;4LCONY - - - - i �I p DS. RESIL. Resilient n Downspout R.F. Resilient Flooring I i u ENTRY D.S.P. Dry Standpipe ROOM NAME DWG RFG. Roofing A R C H I T E C T U R A L i i • ROOM NO. I00 Drawing RGTR. Register E East RHWS. Round Head Wood Screw I AO ----- --- -- ' .0 PROJECT DATA & SITE PLAN PROPERTY LINE I ` ' I E (E) Existing RM. Room I " EA. Each RND. Round A1 .0 EXISTING AND DEMOLITION FLOOR PLAN 4 1 It ri EARTH III=III=III E.J. Expansion Joint R.O. Rough Opening -- --\ � 0 III-1 -1 I Al . 1 PROPOSED FIRST AND SECOND FLOOR PLANS -----------------------------------,. u - - EL./ELEV. Elevation RWD. Redwood I 1, n ELEC. Electrical R.W.L. Rain Water Leader Al .2 AREA CALCULATIONS GAS METER 0 REMAIN I __________ ________________ _ nn In, nn ILJ� POROUS FILL ° • ELEV. Elevator outh Al .3 EXISTING AND PROPOSED ROOF PLAN ,I�� -- / ��� a ENCEMEL. Emergency S.C. Solid CoreI r GRAVEL/ROCK A1 .4 DIMENSIONED FLOOR PLANS 10 Q E.P. Electrical Panelboard S.C.D. Seat Cover Dispenser EQ. Equal S.CONC. Sealed Concrete A2.0 EXISTING ELEVATIONS GM EQUIP. Equipment SCHED. Schedule A2. 1 PROPOSED ELEVATIONS AND STREETSCAPE ------------------------------- -- Cn SAND/MORTAR/ IN E w c Electrical Water Cooler S.D Soap Dispenser A2.2 PROPOSED ELEVATIONS CEMENT PLASTER ao - EXPO. Exposed SECT. Section I•___ _ _ ____f_-_T_ 1=�_�---------r""- --------------- ' n rJL EXP. Expansion SH. Shelf A3.0 CROSS SECTIONS 'Ji I ' LU a EXT. Exterior SHR. Shower ' CONCRETE SHT. Sheet I (E) 6' G.NMr F F.A. Fire Alarm ' I .�. a SIM. Similar i � L,__�__—__ �` � F.B.O. Furnished by Owner SHT.MET. Sheet Metal I O CIVIL ENGINEERING � � �� ' � FENCE F.D. Floor Drain SM. Small i� ,�� F.E. Foundation 1 TOPOGRAPHIC SURVEY `' ' FM S.N.D. Sanitary Napkin Dispenser MASONRY WALL : :�` ::.: F.E. Fire Extinguisher �'' :' PORCH '`. -�-------------------------- ---- -J g SD.INSUL. Sound Insulation F.E.C. Fire Extinguisher Cab. SPEC. Specification ,gyp, F.F. Finish Floor SQ. 5'-0" PROPERTY LINE Square �� BRICK/BRICK VENEER/ F.G. Fixed Glass -----------�� I S.S.P. See Structural Plans -------------------- F.H.C. Fire Hose Cabinet ------y 0 PAVER S.S.D. See Structural Drawings REVISION DATE FHWS. Flat Head Wood Screw S.SK. Service Sink FIN. Finish S _ -_____ --------- ------------- QUARRY/ FL. Floor .STL. Stainless Steel Flashing STA. Station ,� FLASH. `b� CERAMIC TITLE ® g STD. Standard 6' G.N�-ONCE FLUOR. Fluorescent STL. Steel (E) F.O.C. Face of Concrete STOR. Storage FIRST FLOOR FRONT ADDITION °' F.O.F. Face of Finish NEW PORCH 3 SIDES OPEN STRUC. Structure/Structural N PLYWOOD F.O.M. Face of Masonry SUSP. Suspended N F.O.S. Face of Studs S.V. Sheet Vinyl o GRASS v, N 0 FRPF. Fireproof SYM. Symmetrical SEE A IyF FR. Frame SYS. System o ROUGH WOOD ® � FRG. Framing T F.S. Full Size TRD. Tread T , ' Qo� s, F.S.R. Fire Sprinkler Riser I T.B. Towel Bar / (E) 3' FENCE of REPRODUCTION FT. Foot or Feet T.C. Top of Curb FRONT SECOND FLOOR SETBACK DR VIEW Y a of THIS PLANS BY ANY MEANS IS PROHIBITED t; FINISH WOOD FTG. Footing TEL. Telephone BY FEDERAL LAW VIOLATIONS m i ARE PUNISHABLE BY FINES FURR. Furring TEMP. Tem orar - UP To$100,000 PER OFFENSE rn 9 P o (E) 3 FENCE -' CALL THE DESIGNER TO Q FUT./(F) Future TER. Terrazzo OBTAIN LEGAL COPIES OF GA. Gauge T.&G. Tongue & Groove / ' 9 � /' lP THIS PLANS Qom' METAL T.G.B. Textured Gypsum Board ,$ ti o GALV. Galvanized THK. Thick :� �j0• �,, /<<EGAL S�� G.B. Grab Bar G.CONC. Gunite Concrete T.O. Top ofT.O.C. Top of Concrete ;' PROPERTY LINE GND. Ground GYPSUM BOARD G Glass T.P.D. Toilet Paper Dispenser GR. Grade T.V. Television L O C A T 10 N M A P \ �, T.O.W. Top of Wall �� ; J.C. NAVARRO/DESIGNER GYP. Gypsum TYP. Typical �, / SIDEWALK PROTECTION BOARD H HB. Hose Bibb Rolla PI H.C. Hollow Core UNF. Unfinished \ �'' H.D. Hot Dipped U U.O.N. Unless Otherwise Noted DATE: January 31 , 2020 HDCP. Handicapped UR. Urinal ACOUSTICAL TILE HDWD. Hardwood {' j' 0 PROJECT No. 39-102119 HDWR. Hardware VCR Vinyl Carpet Reducer H.M. Hollow Metal ; VCR Vinyl Composition Tile WATER METER TO REMAIN HORIZ. Horizontal VERT. Vertical Hillview Bible Chapel `\ PROJECT DATA A GLASS HR. Hour Height VEST. Vestibule © 11171 Crestline Drive PR E\ 4 g V.T. Vinyl Tile % & SITE PLAN 1.D. Inside Diameter V.W.C. Vinyl Wall Convering J ��-� �• 6" CURB WATERPROOFING/ IN. Inch or Inches FLASHING INCL. Include w West INSUL. Insulation W W/ With �pc Crestline Dr INT. Interior W.C. Water Closet SUBJECT PROJECT »' % BLANKET OR BATT WD. Wood LOCATION d �� REF. NORTH INSULATION 66WJ JAN. Janitor WDW. Window q JT. Joint W.F. Wall Fabric fl % W.H. Water Heater �z Kingsbury PI Kingsh , T,Q K KIT. Kitchen /O Without RIGID INSULATION WP. Waterproof tips LLAB. Laboratory WSCT. Wainscot © AOmOTy LAM. Laminate W.S.P. Wet Stand Pipe RESILIENT FLOORING LAV. Lavatory g WT. Weight St Andrew •--- •—•-- Armenian Church I I y YD. Yard S I T E P L A N 1/8" © 2020 D-Cube Studio Community Development Department GENERAL NOTES DPM0L I T 1 ON N0TPS ; G I N I R A L N0TISa LEGLN D ; Planning Division — Cupertino CUPERTIN4 1 APPfRMF63ENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, ARE ALL PART OF THE ❑ DOORS REMOVE AND EXISTING WALLS Case # R-202&PASTRUCTION DOCUMENTS, GENERAL CONTRACTOR AND ITS SUBCONTRACTORS ARE TO DISCARD PER OWNER ❑ PLUMBING CAP OFF EXISTING AND RELOCATE A v AND FOLLOW CONDITIONS LISTED BELOW THAT ARE APPLICABLE TO THIS SPECIFIC AFFECTED WATER SUPPLY, DRAIN, VENTS AND WALLS TO BE DEMO PROJECT. WINDOWS & REMOVE AND WASTE LINES AS REQUIRED ------ Approval Body: Director/IRatASE OF ANY DISCREPANCIES CONSULT THE DESIGNER BEFORE PROCEEDING. SKYLIGHTS DISCARD PER OWNER 0 1 A royal Date ❑ ELECTRICAL REPLACE (OR RELOCATE AS WALL TO BE INFILL = pp o$�12/2__A I I �A�P1171� IS, Tn BE PERFORMED IN ACCORDANCE WITH ALL GOVERNING CODES II J. F1LL VV VI\f\ IS, I V , Signature _ James MurrftP 11NIANIrP-C ANIn REGULATIONS. G.C. SHALL BECOME FAMILIAR WITH ALL CITY OF REQUIRED) ALL EXISTING WIRING DAMAGE OR NEW WALLS caseD Stud 10 "tUMERTINO, CA. ASPECTS OF WORKING . [3] CABINETRY REMOVE AND REMOVED DURING CONSTRUCTION 4. GENERAL CONTRACTOR SHALL COORDINATE ALL FACES OF THIS WORK AND ALL TRADES DISCARD PER OWNER DUCTWORK REPLACE, RELOCATE OR EXTEND DOOR TO BE REMOVE Design and drafting development INVOLVED TO AVOID CONFLICT IN THE LOCATION, INSTALLATION AND CONSTRUCTION OF ALL FLOOR PROTECT EXISTING III (AS REQUIRED) ALL EXISTING DUCTWORK 586 N First St -Suite 215- ITEMS OF WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS. IF ANY WORK IS TO [4] COVERINGS WHERE POSSIBLE DAMAGE OR REMOVED DURING CONSTRUCTION San Jose, CA 95112 BE INSTALLED BY THE OWWER/CLIENT DIRECTLY, ALLOWANCES FOR THE OWNER'S WORK - (P) 408.205.9812 MUST BE MADE, COORDINATE WITH DESIGNER/OWNER/G.C. ❑5 LIGHTS REMOVE AND 1V BRACING CONTRACTOR TO PROVIDE BRACING WINDOW TO BE REMOVE jcnavarro@att.net 5. GENERAL CONTRACTOR SHALL LEAVE THE JOB SITE "BROOM CLEAN" AT THE END OF EACH FIXTURE DISCARD PER OWNER (WHEN REQUIRED) FOR AREAS WHERE WALL ARE THESE DRAWINGS AND THE INFORMATION SET FORTH WORKING DAY. ALL MATERIALS SHALL BE STORE IN A NEAT AND SAFE PLACE TO AVOID REMOVED AND WHERE IMPORTANT SUPPORT IS HEREON ARE THE PROPERTY OF D—CUBE STUDIO AND ACCIDENTS FOR CONSTRUCTION WORKERS AND FOR THE OWNER. [6] APPLIANCES REMOVE AND REQUIRED O TEMPER GLASS ARE To BE HELD IN TRUST AND CONFIDENCE 6. GENERAL CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO DISCARD PER OWNER PUBLICATION. PUBLICATION, DUPLICATION OR USE IN ANY FORM AND DISCLOSURE OR USE FOR ANY EXCAVATION, TRENCHING OR GRADING OF ANY KIND. GENERAL CONTRACTOR SHALL IV] DISPOSAL ALL DEBRIS IS TO BE DISPOSED OF AT PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY COORDINATE WITH APPLICABLE UTILITY COMPANIES WHEN RE-ROUTING ELECTRICAL, F LANDSCAPE PROTECT EXISTING AN APPROVED DUMPING LOCATION D—CUBE STUDIO IS PROHIBITED. TELEPHONE, CABLE TV, GAS, WATER, SANITARY SEWER SERVICES, OR ANY OTHER UTILITY. WHERE POSSIBLE GENERAL CONTRACTOR SHALL MAINTAIN ALL ELECTRICAL AND COMMUNICATION SYSTEMS HAZARDOUS IF LEAD PAINT, ASBESTOS, ETC., IN-HOUSE AT ALL TIMES. F FLATWORK PROTECT EXISTING IV,] ARE FOUND AT THE JOB MATERIALSSITE 7. NO DIMENSIONS SHALL BE TAKEN BY SCALING FROM THE DRAWINGS, DETAILS TAKE WHERE POSSIBLE STOP WORK IMMEDIATELY AND CONTACT PRECEDENCE OVER GENERAL SECTIONS OR FLOOR PLANS, WRITTEN DIMENSIONS TAKE OWNER/D-CUBE STUDIO FOR INSTRUCTIONS PRECEDENCE OVER SCALE. IF DIMENSIONS MUST BE CLARIFIED, CONSULT THE DESIGNER, 791 VENEER N/A REFER TO THE COVER SHEET FOR DIMENSIONING STANDARDS. 8. VERIFY ALL DIMENSIONS ON THE JOB SITE PRIOR TO ORDERING OR MANUFACTURING. ELECTRICAL EXISTING TO REMAIN 9. GENERAL CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL AND STRUCTURAL DRAWINGS 1101 METER BEFORE FRAMING. COORDINATE RECESSED LIGHT FIXTURES LOCATION, SHAFTS AND HVAC DUCTWORK PRIOR TO FRAMING, IT IS IMPERATIVE THAT FRAMING MEMBER LOCATIONS DO F GAS METER EXISTING TO REMAIN NOT CONFLICT WITH THE LOCATIONS OF RECESSED LIGHT FIXTURES. IF CONFLICT EXIST ° NOTIFY THE DESIGNER. F12 FURNACE REMOVE (E) PROVIDE (N) Uj 10. GENERAL CONTRACTOR SHALL INSTALL ALL APPLIANCES SPECIFIED AND ALL NEW EQUIPMENT T T r DN ❑ ACCORDING TO MANUFACTURE'S INSTRUCTION. ALL GUARANTEES, INSTRUCTION BOOKLETS, 13 WATER HEATER RELOCATE EXISTING --------6040-RS ------- 6040 RS ______________st06s_s� _---------- O V a AND INFORMATION REGARDING NEW EQUIPMENT SHALL BE HANDED DIRECTLY TO THE =----------------------- - - _- ___ _----------_ OWNER/CLIENT IN A MANILA ENVELOPE AT THE TIME OF SUBSTANTIAL COMPLETION. Z CONTRACTOR SHALL VERIFY THAT EVERY PIECE OF EQUIPMENT AND EVERY APPLIANCE IS IN 0 O PERFECT WORKING ORDER AND THAT INFORMATION ABOUT ALL WARRANTIES AND CL.I CL. O _J ❑ Uj GUARANTEES ARE MADE KNOWN TO THE OWNER/CLIENT. I I o 11 . THE INSTALLER OF EACH MAJOR UNIT OF WORK IS REQUIRED TO INSPECT THE SUBSTRATE I I ___________________________�= I I II I AND CONDITIONS TO RECEIVE WORK AND SHALL REPORT ALL UNSATISFACTORY CONDITIONS I I BEDROOM 2 I I o TO THE GENERAL CONTRACTOR AND SHALL NOT PROCEED UNTIL SATISFACTORY CONDITIONS I I BEDROOM 1 I I n n n CLOSET ARE ATTAINED. i EXISTING ATTIC I I u I 12. FOR THE MOUNTING HEIGHTS NOT CLEARLY OUTLINE ON THE PLANS OR SCHEDULES, I I i ACCESS I.F.V. I EXISTING CHIMNEY I COORDINATE WITH THE DESIGNER. -TO B-E-- -R-EMOVED- � -�� < 13. PROVIDE SOLID BLOCKING AS NECESSARY FOR WALL MOUNTED SHELVES, FIXTURES, AND LI _� 2868 �O Uj FITTINGS, EVEN WHEN WORK IS TO BE DONE BY OWNER DIRECTLY. REVIEW SCOPE OF 2868 a WORK AND LOCATIONS FROM INTERIOR ELEVATIONS AND COORDINATE WITH OWNER/DESIGNER1 2468 14. ALL FASTENING DEVICES TO BE CONCEALED UNLESS OTHERWISE SHOWN. IM I 1 - • ---------------------------- �o HALLWAY BATH = 15. WEATHER-STRIP ALL EXTERIOR DOORS AND WINDOWS. iUj 2468 16. CAULK OR OTHERWISE SEAL AROUND OPENINGS TO LIMIT INFILTRATION, INCLUDED BUT NOT Wo EXISTING FURNACE N- ------------- LIMITED TO: EXTERIOR JOINTS, AROUND WINDOWS AND DOOR FRAMES, BETWEEN SOLE Q TO REMAIN I (E) 4X6 EXPOSED BEAMS TO BE REMOVED E:LLP PLATES, AND EXTERIOR WALL PANELS. II 1 I o I F II 1 nnn 17. GENERAL CONTRACTOR SHALL VERIFY THAT ALL WORK ON THE EXTERIOR OF THE PROJECT Iwo 1 II = -- 0:: 1 Z IS WATER-TIGHT, ALL JOINTS EXPOSED TO THE ELEMENTS SHALL BE TESTED FOR 0 1 11 1 I��I WATER-TIGHTNESS PRIOR TO SUBSTANTIAL COMPLETION. I W� MASTER I ii 1 �❑ — C� 18. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO �\ BATH CL. �t_ COMMENCING ANY WORK. THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANYA ' DNDISCREPANCY OF THESE PLANS AND SPECIFICATIONS. � 2468 In . / _ ___19. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL 2668 i o LJrJ Uj BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED AND ACTED UPON BY THE 11 T OWNER/DESIGNER. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH THE REVIEWED SHOP DRAWINGS AND SAMPLES. I O _ 20. SHOULD A DISCREPANCY APPEAR IN SPECIFICATIONS OR DRAWINGS, OR IN WORK DONE BY 11 OTHERS AFFECTING THIS WORK, NOTIFY THE DESIGNER/OWWER AT ONCE FOR INSTRUCTIONS � iUSTER BEDROOM PTRYi AS TO PROCEDURE. IF CONTRACTOR PROCEEDS WITH WORK AFFECTED WITHOUT CLG,� HT. 8"-0" _-_� j�� 1 ❑ REVISION DATE INSTRUCTIONS FROM THE DESIGNER/OWWER, THE CONTRACTOR SHALL MAKE GOOD ANY �\ 'YI 1 -------------------------- --- RESULTING DAMAGE OR DEFECT. �� �❑ I j 1 o i� ❑ 21 . SHOULD CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS OR WHERE �� �;��CL I I Q --- �� L_ A I I / REFERENCES ON CONTRACT DRAWINGS HAVE BEEN OMITTED, CONTRACTOR IS DEEMED TO (E) SCRAWL SP�CE , LLE-A2 HAVE ESTIMATED THE MOST EXPENSIVE MATERIALS AND CONTRACTOR INVOLVED UNLESS HE �� ACCESS �� ;I ---j j WH W ❑ ,' zt SHALL HAVE ASKED FOR AND OBTAINED WRITTEN DECISION FROM THE DESIGNER AS TO I _jJ WHICH METHOD OR MATERIAL WILL BE REQUIRED. - -------------------���-------- ---- ----7 22. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED j WATER HEATER TO BE RELOCATED SEE A WF IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES I r �--2468_ 7 DN REPLACED WILL, UPON COMPLETIONS, MATCH SURROUNDING SIMILAR SURFACES. --- L of REPRODUCTION EXISTING CHIMNEY L_____� �� OF THIS PLANS BY 23. THE DRAWINGS AND SPECIFICATION ARE THE PROPERTY AND COPYRIGHT OF 'DCS' AND 2968 0 LL BYFEDBRALSLAWRIOLATTIO°S R, TOREMAIN ARE PUNISHABLE BY FINES ASSOCIATES DESIGNER'S AND SHALL NOT BE USED ON ANY WORK EXCEPT BY AGREEMENT OF UPTO$I00,00°PER OFFENSE 0 THE DESIGNER. s THIS PLANS Q� LIVING ROOM CALL THE DESIGNER TO i9 OBTAIN LEGAL COPIES OF Q 24. CONSTRUCTION LIABILITY: CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE CLG. HT. 8"-0" ti o THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, /44EGAL S�� CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF GARAGE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT J.C. NAVARRO/DESIGNER THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM AND ALL � DATE: February 6, 2020 LIABILITY, REAL OR NEGLIGENCE OF THE DESIGN PROFESSIONAL. 5040 SL 3668 , -- ------------- PROJECT No. 39- 1 021 1 9 25. ALL VENTS THROUGH ROOF SHALL BE KEPT AT A MINIMUM HEIGHT CONSISTENT WITH APPLICABLE CODES. L---------------- i ---------- --- I ENTRY � 26. ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL i PORCH EXISTING AND DEMOLITION BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. 1 3068 �' FLOOR PLAN 27. INTERIOR WALL AND CEILING FINISH SHALL CARRY A FLAME SPREAD RATING AS REQUIRED 1 �' BY U.F.C. CHAPTER 8. i /31140 SL 28. ALL DIMENSION SHOWN ON THESE PLANS ARE MEASURED FROM FINISH WALLS, FLOOR, 1 �' CEILING AND/OR CENTERLINES OF UTILITY ROUGH-INS UNLESS NOTED OTHERWISE. THE L------------ � REF. NORTH SUBCONTRACTOR SHALL MAKE NECESSARY ALLOWANCES FOR FINISHES DURING ROUGH-IN -------------1------------- 15570 ROLU UP AS REQUIRED. I Alo�� 29. ITEMS NOTED "EXISTING, VENDOR, FUTURE, BY OTHER, AND NIC (NOT IN CONTRACT)" L --------I---------- SHALL BE VERIFY BY THE RESPECTIVE SUB-CONTRACTOR FOR SIZE AND REQUIREMENTS PRIOR TO ROUGH-IN AND FINAL CONNECTION. NOTIFY THE DESIGNER AND ITS CONSULTANTS IMMEDIATELY FOR ERRORS AND DISCREPANCIES. EXISTING AND DEMOTION F L 0 0 R PLAN 1/4" 1 C 2020 D-Cube Studio Community Development Department C 0 D E N 0T C S , WATER USE EFFICIENCY IMPROVEMENTS Plannin-g 6ivision - Cupertino CUPERTINO 1APPRFW6PE WINDOWS IN BEDROOMS TO HAVE A MIN. NET CLEAR OPERABLE 10. INSTALL INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE ALL SINK FAUCETS, SHOWER HEADS, TOILETS AND URINALS A OF 5.7 SF. MIN. HT=24" ", MIN. WIDTH =20 & MAX. BOTTOM OF CLEAR THERMOSTATIC MIXING VALVE AT SHOWERS AND TUB-SHOWERS AS PER CPC SHALL COMPLY WITH CALIFORNIA CIVIL CODE SECTION 1101 . 1 Case# R-2020���, THROUGH 1 101 .8 A -GREATER THAN 44" MEASURED FROM THE FLOOR SEC 408.3 & 409.4 C C SECTION R310. 11 & R612.2) 11 . PLUMBING FIXTURES TO BE INSTALL AS PER CPC CHAPTER 4 Approval Body: Dire or/�tKE ALARMS SHOWN ON PLANS, TO BE INSTALLED PER SECTION 12. ENVIRONMENTAL AIR DUCTS TO BE TERMINATED 3' AWAY FROM ANY 0 - KITCHEN FAUCETS SHALL NOT EXCEED 1 .8 gals/min. 0 � Approval Date 082/20�0� nn-7 0 11 0 CRC 314 CRC ) (315 OPENINGS ONTO THE BUILDING DRYER BATH & UTILITY FANS ETC. MUST BE - LAVATORY FAUCETS SHALL NOT EXCEED 1 .5 gals/min. a v�v J v f I I ' - SHOWER HEADS SHALL NOT EXCEED 2.0 gals/min. cr Signature James n use yAI I �MC1KF nFTECTORS TO BE INTERCONNECTED, SO THAT WHEN ONE AWAY FROM DOORS, WINDOWS, ATTIC VENTS, ETC) sh DM`aStudio "' �-ECTOR SENSES SMOKE, ALL DEVISES WILL SOUND, POWER FOR THE 13. FURNACE DUCTS PENETRATING ONE HOUR WALLS TO BE STEEL DUCTS HAVING 1 '-3" V-3" - TOILETS SHALL NOT EXCEED 1 .6 gals/flush DETECTORS SHALL BE PROVIDED FROM THE LIGHTING CIRCUIT IN THE AREAS A THICKNESS OF NOT LESS THAN 0. 19" (26 GAGE, GALVANIZED SHEET Design and drafting development WHICH THEY PROTECT. METAL) AND SHOULD NOT HAVE OPENINGS TO THE GARAGE, G.C. SHOULD 4. INSTALL CARBON MONOXIDE DETECTORS IN MAIN HALLWAY LEADING TO VERIFY WITH THE CITY OF CUPERTINO IF FIRE DAMPER IS REQUIRED. 2 -6 Son N First St -Suite 21 5- SLEEPING AREAS. 2x_ WOOD STUD INTERIOR PARTITION WALLS BETWEEN HOUSE San Jose, CA 95112 5. LIGHT AND POWER: REFER TO ELECTRICAL FLOOR PLAN FOR SUGGESTED 14. HOSE BIB ARE EXISTING AND SHOULD BE I.F.V. BY G.C. CONTRACTOR TO AND GARAGE SHALL BE PROVIDED WITH 5/8" TYPE "X" GWB (P) 408.205.9812 VERIFY THEY ARE EQUIPPED WITH BACKFLOW PREVENTER AS PER CPC FROM FOUNDATION TO UNDERNEATH ROOF SHEATING ON THE cnavarro@att.net LOCATIONS OF ALL ELECTRICAL LIGHT FIXTURES AND COORDINATE WITH SECTION 603 NOTIFY OWNER IF THEY REQUIRED UPGRADE. OWNER PRIOR TO PROCEED TO THE INSTALLATION. 15. G.C. TO MAKE SURE INSTALLED FURNACE HAS ADEQUATE COMBUSTION AIR GARAGE SIDE AND 1 /2" GWB ON THE HOUSE SIDE 6. HOUSE GROUNDING TO COMPLY WITH CITY'S REQUIREMENTS I.E., GROUNDING THESE DRAWINGS AND THE INFORMATION SET FORTH ( REQUIREMENTS PER CIVIC 701 .7. �� HEREON ARE THE PROPERTY OF D-CUBE STUDIO AND PER CEC 250.52 (A) (1 ) AND 250.53 (1)) 16. INSTALL SPARK ARRESTOR IF REQUIRED AT CHIMNEY, ALL ITS ACCESSORIES M N I M U M W / C C L E A R A N C E 1/2 2 ARE To BE HELD IN TRUST AND CONFIDENCE PUBLICATION. PUBLICATION, DUPLICATION OR USE IN 7. CONTRACTOR TO PROVIDE FOUNDATION ACCESS WITHIN 20' OF PLUMBING TO BE IN ACCORDANCE WITH MANUFACTURES SPECS. CBC 2113a.9. 1 ANY FORM AND DISCLOSURE OR USE FOR ANY CLEANOUTS. 17. G.C. TO VERIFY INSTALLATION OF METAL STRAPS ON WATER HEATER AS PER PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY 8. INSTALL SMOOTH, HARD, NON-ABSORBENT SURFACE (I.E., CERAMIC TILE OR CPC 507.2 AND THAT THAT IT HAS A SEPARATE ELECTRICAL CIRCUIT. 36" MIN. CONCRETE LANDING AS REQ'D D-CUBE STUDIO IS PROHIBITED. FIBERGLASS) OVER A MOISTURE UNDERLAYMENT (WATER RESISTANT GYP. 18. INSTALLATION FOR ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED TO THE 4" MIN. 7.75" MAX STEP DOWN WITH BOARD) IN SHOWER STALL TO A HT. OF 72" ABOVE THE DRAIN INLET CBC FIELD INSPECTOR AT THE OF INSPECTION AS PER CIVIC SEC. 303. 1 3/4" MAX. THRESHOLD @ SLIDER & SEC. 1210 AND CRC R307.2 1 /2" MAX THRESHOLD WITH BEVELED 9. TUB SHOWER ENCLOSURE TO HAVE TEMPERED, SAFETY GLASS. EDGE @ DOORS (CBC 108. 1 .4) 2 INDICATES FIRST FLOOR A3.0 2 BUILDING SHAPE A3.0 EGRESS EGRESS (E) 6040 SL AA 6040 SL 10068 BI-FOLD DOOR ------------------------- Z ------------------------------� L U NANAWALL OR SIM ❑ ❑ 1 i Uj CL. CL. O V � II BEDROOM 2 �� BEDROOM 1 FAMILY ROOM CLG. HT. 8 -0 CL CLG. HT. 8'-0" O I CLG. HT. 8'-0" O Uj 4 I 4 O A3.0 A3.0 ' F------- 0H-SL------------20 6-SL------------------------------------� 2868 286 EMPERED TEMPERED 8 36" HIGH PONY WALL a \ I I 2468 r--- -------------------------------- -------------------- 0 ® ® ® ® o HALLWAY BATH a I I I Q N ; LU 2468 INDICATES SECOND FLOOR BUILDING SHAPE a I , MASTER BATH , , - ------------------------------------- 9'-0" CEILING HEIGHT o „ WIC. N I , I O 9 -0 CEILING HEIGHT 1 . F T -- CLG. HT. 8 -0 L v U ' ------------------- ----- -- v U \\,2870 ,�' o I • WLWU J \ ` � � � MASTER CL. I 11 ` �� ` � � I ' EXISTING FURNACE ISLAND I I `\ 42" RAILING OVER Wo D' ' `\ 2870 ' ; , BATH MASTER 0 REMAIN M PONY WALL \\ ; 2468 4868 o M 2870 I EXISTING LANDING 2668 ° i BUILT IN B 0 O"K, PKT7 Z ,� � `BALCONY SH LF ; EFJ I 42 HIGH GUARD RAIL I II 9'-0" &L-N(r4I-EHGHT--- -----T KITCHEN t CLG. HT. 8'-b„ Uj --------------- MASTER BEDROOM o ; A3.0 CLG. HT. 8'-0" I O 42" RAILING OVER � \\ ' ' I I I ' MASTER `BEDROOM ' >> 0 _ PONY WALL Z ; , „ ; 48- F------OVEN -C &OKT' Pb O -J I 0UN\GE 9 -0 CEILING\HEIGHT I O 0 F= 9'-0' CEILITIG HEIGHT I ` I \ \ I L -/ - -------------------- / I \`♦ \\\ 1 I VV I REVISION DATE I = 42" HIGH W.I. GUARDRAIL ' ; 1 4" S.C. 20 MIN. FIRE r2868 1 RATED DOOR WITH NEW NAVIEN o I ; I SELF CLOSING HINGES TANKLESS J & METAL THRESHOLD WATER-HEkT-ET�-- J 3\\I Y H 2044 4050 FX S I I I I I LIVING ROOM 7AA7A WN CLG. HT. 8 -0 aM ` I \� ON��// GARAGE o S BYPRAY R \ ANYOHIBITED GR(,{t I �- BY FEIOLATIONrn�' �� ,/�-j`+OM 0PE \ I , IAREBY FINES 9 -O ,CLG HEIGHT B E LO `\ I ' I UP TO$100,000 PER OFFENSE c7 _ �� �� I CALL THE DESIGNER TO 2 I � i OBTAIN LEGAL COPIES OF Q ' I (P THIS PLANS Qv TREADS AND 1" NOSING i 14-R @ 7.5" WITH 10" L- TREADS AND 1" NOSING /<<EGAL S�� ------------------ ---------------- 1 2036FX 2 36FX 2036FX 1 A3.0 I/ ---TEMPERED --------TE TEMPERED MPERED ----- ---- ' A3.0 -------------- I F---------------------------� 2044 SH 4050 FX 2044 SH >< I i J.C. NAVARRO/DESIGNER 00 (N) ENTRY I DATE: January 31 , 2020 I I PROJECT No. 39-102119 1 1 I I (N)3068405 I I I I I 40i FX I PROPOSED FIRST AND -----------------------------� TEMF ERED PORCH 15570 ROLL UP SECOND FLOOR PLAN ' I 'I 1 REF. NORTH Al ■ PROPOSED SECOND FLOOR PLAN 1/41) 2 PROPOSED FIRST FLOOR PLAN 1/4" 1 2020 D-Cube Studio Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2020-004, a Approval Body: Director/Staff EXISTING HOUSE AREA CALCULATION 0 � Approva I Date 08/12/20 SECTION DIMENSIONS AREA Signature James Murphy A Case Manager 45'-1 " X 23'—10 1075 S.F 21 '-6" DDstudio B 19'-8" X 29'-1 " 571 S.F C 19'-8" X 23'-10" 468 S.F Design and drafting development D 8'-8" X 5'-1 " 44 S.F 586 N First St —Suite 215— TOTAL 2158 S.F San Jose, CA 95112 (P) 408.205.9812 21-3" jcnavarro@atf.net PROPOSED FIRST FLOOR THESE DRAWINGS AND THE INFORMATION SET FORTH HEREON ARE THE PROPERTY OF D-CUBE STUDIO AND SECTION DIMENSIONS AREA 6'-1 ' ARE TO BE HELD IN TRUST AND CONFIDENCE PUBLICATION. PUBLICATION, DUPLICATION OR USE IN A 36'-10" X 23'-10 873 S.F ANY FORM AND DISCLOSURE OR USE FOR ANY B 19'-8" X 29'-1 " 571 S.F PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY D-CUBE STUDIO IS PROHIBITED. C 19'-8" X 23'-10" 468 S.F D 16'-6" X 8'-3" 136 S.F N a) E 7'-9" X 8'-3" (2) 128 S.F. I 00 F 6'-6" X 9'-5" 61 S.F. J G TOTAL 2238 S.F. I PROPOSED SECOND FLOOR ❑ ❑ SECTION DIMENSIONS AREA H G 22'-3" X 21 '-6" 478 S.F LU H 14'-5" X 9'-3" 133 S.F M0 I 28 S.F rn 4 -9 X 6 1 J 8'-9" X 2'-3" 20 S.F Z ❑ Q � TOTAL 659 S.F. LU O O 14 -5 o O 0 o � a 0 Q a PROPOSED SECOND FLOOR PLAN 3161 2 O Uj o 23 10 199 _8„ , ^ a 23'-10" 19'-8" loo, 10,U U U u n O L�Jn vv O o LU � 0 N F= 00 li N i 0 i O i 47 REVISION DATE 1.0 B g 0 LO n A 3 II II II � SEEAWFT I O� si I REPRODUCTION OF THIS PLANS BY OJ ANY MEANS IS PROHIBITED G LL BY FEDERAL LAW VIOLATIONS n ARE PUNISHABLE BY FINES _J -- I _ UP TO$100'000 PER OFFENSE N j AREA COUNTED TWICE ON � CALL THIS PLANS TO 22 1 6'-6" i OBTAIN LEGAL COPIES OF Q II 7'-9' SECOND FLOOR 9ti o� C /'LEGAL S�� LL --, J.C. NAVARRO/DESIGNER I o _ °° o DATE: January 31 , 2020 0 N N PROJECT No. 39-102119 _ o AREA CALCULATIONS I co N L�, I F, F REF. NORTH D oel 8'-8" 19'-8" 1 9'-5" 19'-8" Al E2 1 k Ilk J4' EXISTING FLOOR PLAN 3/16" 3 PROPOSED FIRST FLOOR PLAN 3/16" 1 C 2020 D—Cube Studio Community Development Department (CLASS 'A') LIGHT WEIGHT TILE D O W N S P O U T S A N D G U T T E R S N 0 T E ; SECOND FLOOR ATTIC VENTILATION CALCULATIONS DOWNSPOUT Planning Division — Cupertin DOWNSPOUTS SHOULD BE FASTENED TO THE WALL BY LEADERSTRAP OR HOOKS. ONE STRAP SHOULD �CUPERTIN4 APPROVED ROOF 694 SOFT (VENTED ROOF AREA) /150 = 4.6 SOFT OF VENT OPENING TO BE PROVIDED WALL BE INSTALLED AT THE TOP, ONE AT THE BOTTOM AND ONE AT EACH INTERMEDIATE JOINT. AN ELBOW Case # R-2020-004, TYPE OPENING SPLASH BLOCK IS USED AT THE BOOTOM TO SUIDE THE WATER TO A SPLASH BLOCK WHICH CARRIES THE WATER A AWAY FROM THE FOUNDATION. THE MINIMUM LENGTH OF A SPLASH BLOCK SHOULD BE 3 FEET Approval Body: Director/Staff A (6) OF 16"X10" (EYEBROW) ROOF MOUNTED VENT (1 SOFT EACH) 6.0 SQFT Approva I Date 08/12/20 B 3.0 SQFT GRADE THE RAINWATER DOWNSPOUT SHALL BE DISCONNECTED AND RUNOFF DIRECTED TO A LANDSCAPE AREA n Signature James Murphy G AT LEAST (12) of OPEN FREEZE BLOCK (0.5 SQFT EACH) 6.0 SQFT DOWNSPOUTS MAY BE CONNECTED TO A POP—UP DRAINAGE EMITTER IN THE LANDSCAPE AREA OR D tud '10 Case Manager '"` -` MAY DRAIN TO SPLASH BLOCKS OR COBBLESTONES THAT DIRECT WATER AWAY FROM THE BUILDING. NOTES: 1 - 50% OF THE REQUIRED VENT AREA SHALL BE PROVIDED 3 FEET ABOVE THE EAVE PER THE 2016 CRC. 2- THE OPENING FREEZE BLOCK SHALL "THRU—CURB" DRAINS ARE NOT ALLOW Design and drafting development NOT BE WITHIN THE SHEAR WALL AN DALL OPENING TO HAVE A 4" MESH FOUNDATION >>`; 586 N First St —Suite 215— ROOF MATERIAL San Jose, CA 95112 (P) 408.205.9812 (CLASS 'A') LIGHT WEIGHT TILE 1 . PROVIDE NEW CLAY 'S' TILE CLASS 'A' OVER 30LBS FELT TYP. jcnavarro@att.net FIRST FLOOR ATTIC VENTILATION CALCULATIONS S pp P L A S H 9 L 0 C K 1/21, A THESE DRAWINGS AND THE INFORMATION SET FORTH ROOF 889 SQFT (VENTED ROOF AREA) /150 = 5.9 SQFT OF VENT OPENING To BE PROVIDED 2. INSTALL OVER A LAYER OF #30 NON—PERFORATED ROOFING FELT. HEREON ARE THE PROPERTY OF D-CUBE STUDIO AND ARE TO BE HELD IN TRUST AND CONFIDENCE TYPE OPENING PUBLICATION. PUBLICATION, DUPLICATION OR USE IN 3. INSTALL ALL NEW SHEET METAL: INCLUDING ROOF JACKS, CRICKETS, SADDLES, AND/OR ANY FORM AND DISCLOSURE OR USE FOR ANY A (6) OF 16"X10" (EYEBROW) ROOF MOUNTED VENT (1 SQFT EACH) 6.0 SQFT FLASHING/EDGE STRIPS. PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY D-CUBE STUDIO IS PROHIBITED. B C (16) OF OPEN FREEZE BLOCK (0.5 SQFT EACH) 6.0 SQFT NOTES: 1 - 50% OF THE REQUIRED VENT AREA SHALL BE PROVIDED 3 FEET ABOVE THE EAVE PER THE 2016 CRC. 2- THE OPENING FREEZE BLOCK SHALL NOT BE WITHIN THE SHEAR WALL AN DALL OPENING To HAVE A 4" MESH BUILDING LINE Ln ROOF LINE ------ -------------- I i I i I O EXISTING CHIMNEY TO BE REMOVED i i O i i O 4: 12 I O LU i o 1 O - Cn a Z i I a TYPE C TYP I 0 4: 12 4: 12 EXISTING FLAT ROOF i 1 p I O � I I z I 4: 12 I I �JU x o I w I � O Zo- - - - - - - - - - - - - Nil C� o — o 00 4: 12 rr i 4: 12 I I LU 4: 121=1 JP�� ' I OMr O 4: 12 I ' 4: 12 �� -�� REVISION DATE EXISTING RIDGE LINE 4: 12 3 FL 4: 12 — — 4: 12 -- I' ' SEE A l(gT I - �� REPRODUCTION s/� 4. 12 LL BYFE ERALMEANSLAW PROHIBITED OS � OF THI PLAN BY � PUNISHABL ARE ALL THE DESIGNER ITOS Z ` - I UP TO$I00,000 PER OFFENSE N \ v w i OBTAIN LEGAL COPIES OF Q Q Z s THIS PLANS QV J w AL a' J.C. NAVARRO/DESIGNER z N DATE: January 31 , 2020 LO X 4: 12 4: 12 `�' PROJECT No. 39- 1 021 1 9 I :. EXISTING AND PROPOSED ROOF PLANS UU C3 LU I REF. NORTH Al m3 o� J<" V-6" TYP. PROPOSED ROOF PLAN 1/4" 2 EXISTING ROOF PLAN 1/4" 1 C 2020 D—Cube Studio Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# R-2020-004, a Approval Body: Director/Staff 0 � Approva I Date 08/12/20 Signature James Murphy Case Manager DDStudio Design and drafting development 586 N First St -Suite 215- San Jose, CA 95112 43'-6" (E) I.F.V. (P) 408.205.9812 9'-8" 2'-0" 1 1 '-3" 16'-1 " jcnavarro@atf.net 01 10 THESE DRAWINGS AND THE INFORMATION SET FORTH 2'-0" HEREON ARE THE PROPERTY OF D—CUBE STUDIO AND ARE TO BE HELD IN TRUST AND CONFIDENCE EGRESS EGRESS PUBLICATION. PUBLICATION, DUPLICATION OR USE IN (E) 6040 SL 10068 BI-FOLD DOOR ANY FORM AND DISCLOSURE OR USE FOR ANY 6040 SL PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY =�ANANAWALL OR SIM D—CUBE STUDIO IS PROHIBITED. Li 27'-7" C L. C L. ol 3'-10" 2'-3" 1 V-1 1 " 9'-6" 'n BEDROOM 2 CLG. HT. 8'-0 BEDROOM 1 " CL CLG. 8' 1 FAMILY ROOM 14'-7" 3'-7" CLG. HT. 8'-0'$ TEMPERED TEMPERED 2868 2036 SL 203 SL 2868 2468 LU ® ® ® ® � o o HALLWAY BATH LO � 4 U � I _J r+) 0 2468 co "' ^ ' ❑ a LID ® ® N � 0 F NOOK LU 0 O 2870 77 ------------------- ----- -- ---� CLG. HT. 8'-0" L o �J 4MASTER CL. ISLAND ^ WN 2870 BATH MASTER � n n n IL2468 4868o2870 2668 ; z 0 Q PKT `` ' o I LO o VO Y 0 5'-9" KITCHEN a � c a p o i � 3'-10" � � o � � CLG. HT. 8'- � " MASTER BEDROOM 5'-0" 1 O I ^ o CLG. HT. 8 -0 v U Z I 0 1 O z i ^ 48"REF_-----0VE-N I-C@OKl P -J iv 00 00 o o LU `V I I 10 ---------------------� a W ' Lo 't Z It Ln 2868 n� nn n� N I u o, I I I I i M O J I LU a 2044 SH 4050 FX 2044 SH O LIVING ROOM CLG. HT. 8'-0" N CD M 0 GARAGE N I ^ I REVISION DATE UP N ZE L 2036FX 2036FX 2036FX ------------------------------------ ZL TEMPERED TEMPERED TEMPERED SIN ------------------- -------I 2044 SH 4050 FX 2044 S x00 I 3'-1" N (N) j 18'-10" 1 11 SEE A 10, o � ENTRY byFTsi �OJ REPRODUCTION OF THIS PLANS BY ANY MEANS IS PROHIBITED G LL BY FEDERAL LAW VIOLATIONS rn Ln (N)3068 I ARE PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE CALL THE DE LG ALSIGNER TO Q OBTAIN THES PLANS IES OF V Q 4052 RS I 9ti o� 4016 FX --- ------ GEGAL TEMPERED PORCH ^ 15570 ROLL UP i- I J.C. NAVARRO/DESIGNER 9'-5„ DATE: January 31 , 2020 PROJECT No. 39-102119 8'-4" 6'-3" 8'-1 " 13'-3" 9'-8 19 13'-8" 70, 35'-11 " 01 DIMENSIONED FLOOR PLANS 43'-6" (E) I.F.V. REF. NORTH Le J4' m 4 DIMENSIONED SECOND FLOOR PLAN 1/4" 2 DIMENSIONED FIRST FLOOR PLAN 1/4" 1 C 2020 D-Cube Studio Community Development DeI4Wt AND SLIDING GLASS NOTES Plan mg ivision — Cupertino CUPERTINO APPI1ROV�9E CONTRACTOR SHALL PROVIDE AND INSTALL ALL WINDOWS, Case# R-2020-00 AND SKYLIGHTS AND PROVIDE ALL FLASHING AND ULKING REQUIRED TO PROVIDE A WEATHER PROOF Approval Body: irector/ StANSTALLATION. THE INSTALLATION SHALL CONFORM TO CEC AIR Approva I Date 108/12/20 FILTRATION STANDARDS. Z. wlNUuw�) ANU PATIO DOORS SHALL BE LABELED PER THE CBC EXISTING ROOFING TO BE REMOVED U 10 Signature James Mu ,. IA111P1W A \� �------------------------------------------ -----PATIO DOORS SHALL HAVE DOUBLE GLAZING AND 14'-6 14'-6 cr Case anager --- D (DSt d WEATHER-STRIPPING MEETING ANSI AND CEC AIR FILTRATION T.0.R T.0.R STANDARDS. 111111 111111 IIIIIIAIIII 1111 Design and drafting development 4. THE CONTRACTOR SHALL FURNISH AND INSTALL SCREENS AT ALL 586 N First St -Suite 215- Jill Hill Hill IIIII IIIII Hill 11111 111111 11111 Hill IIIII 111 EXISTING FLAT OPENINGS. ROOF TO BE REMOVED San Jose, CA 95112 TEMPERED & SAFETY GLAZING NOTES: _> » jcn varro@aft.n 2 8 -0 _ _ _g_-_p jcnavarro@att.net T.0.P THESE DRAWINGS AND THE INFORMATION SET FORTH PROVIDE TEMPERED SAFETY GLAZING AT THE FOLLOWING LOCATIONS TOP PLATE HEREON ARE THE PROPERTY OF D CUBE STUDIO AND A. WHERE GLAZING IS LOCATED WITHIN A 24 INCH ARC OF A ARE TO BE HELD IN TRUST AND CONFIDENCE WINDOW VERTICAL EDGES. EXISTING GARAGE DOOR TO REMAIN EXISTING CHIMNEY TO PUBLICATION. PUBLICATION, DUPLICATION OR USE IN BE REMOVED ANY FORM AND DISCLOSURE OR USE FOR ANY B. WINDOWS GREATER THAN NINE SQUARE FEET WHERE THE PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY BOTTOM EXPOSED EDGE OF THE GLAZING IS LOCATED LESS D-CUBE STUDIO IS PROHIBITED. THAN 18 INCHES ABOVE THE FINISH FLOOR. EXISTING STUCCO WALL C. WHERE GLAZING IS LOCATED IN WALLS ENCLOSING STAIRWAYS - 0" EXISTING STUCCO WALL 0_9_-0" AND STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE TOP AND E SLOPE F.F. BOTTOM OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE ( ) GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE. AWAY FROM FDTN , „ D. WINDOWS OVER BATHTUB OR SHOWER. _1_-6 o =1_=6 E. ALL GLASS SHOWER ENCLOSURES. F. SKYLIGHTS AND SLOPED GLAZING. E X I S T I N G R I G H T E L F V A T 1 0 N ( E A S T ) 1 /4" 3 EGRESS GENERAL NOTES; 00 1 . EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE Uj EXTERIOR DOOR OR ESCAPE WINDOW. EXISTING ROOFING TO BE REMOVED 2. ESCAPE WINDOWS SHALL HAVE A MINIMUM NET CLEAR EXISTING FLAT ROOF 14'-691 V OPENABLE AREA OF 5.7 SQUARE FEET. TO BE DEMOLISHED 1111111 111 111 111 11 T.O.R- 3. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION 11 IT 11 11 IT 11111 IT 11 11 IT 11 11 IT 11 11 IT 11 111 TII IIITII IIITII IIITII HIT Z SHALL BE 24 INCHES. 4. THE MINIMUM NET OPENABLE WIDTH DIMENSION SHALL a4 (E) CHIMNEY TO REMAIN Uj O BE 20 INCHES. O n n 5. THE FINISH SILL HEIGHT SHALL NOT BE MORE THAN 44 8'-0" 8'-0" 0 0 v INCHES ABOVE FINISH FLOOR. T.0.P Q TOP PLATE o o � a EXISTING CHIMNEY TO BE Q REMOVED EXISTING STUCCO WALL a C LU o N. GRADE 91068 SL F.F. AT LIVING 0'-0" ___ EXISTING CONC. STEP 0,_0„ IL O Mr F.F. -- ------------------------- ------- F.F. �n ----- -1 ,_6„ vU -------. .. . . . . N. GRADE O v r/ o ,f Z o EXISTING REAR F L F V A T ON ( NORTH ) 1 /4 3 0 0 w cn 14'-- --- ----- -�4, -6„ �J�J LU I� T.O.R. ---------------------------- T.O.R� O O � F-- $'-0 81 —011 T.0.P 3068 T.O.P 0 REVISION DATE EXISTING PA TO REMAIN � EXISTING PORCH 1 EXISTING C1114NEY POST TO BE REMOVED 20 EXISTING STUCCO WALL TO REM I '09-091 30 F.F. EXISTING FOUNDATION �� F.F. _ \� - ------------------ VENTS ENTR\IC ---- �'� 01_0„ �� SEE A WETS --------- N.GRADEOrURAL REPRODUCTION F THIS PLANS BY --- -- ES IS PROHIBITED G LLE LAW VIOLATIONS rn ISHABLE BY FINES $100,000 PER OFFENSE ZE X I S T I N G F F F T E L E V A T 10 N ( W E S T ) 1 /4„ CALLTHE DESIGNER TO i OBTAIN LEGAL COPIES OF (P THIS PLANS Qv 9 O� /4�EGAL S�� 14,_6„ ---------------------------------14,_6„ T.O.R T.O.R. � J.C. NAVARRO/DESIGNER DATE: January 31 , 2020 EXISTING CHIMNEY TO REMAIN �OQO�O 0 0 0 o PROJECT No. 39-102119 8' 0" 8' 0" T.0 P O O O O O OQOQOQOQOQOQOQO T.O.P EXISTING ELEVATION O OoOo O�� o O EXISTING STONE FACADE o 0 0 TO BE REMOVED QOOQO OO O REF. NORTH J�_ El 0 0 0 El 0 0 E99 -----0 -- -- o00 0 000 0 � F.F. A2 . 0 -- 000000o O O 00000 O L] -1 -6 1 1 1 -6 EXISTING FRONT ELEVATION ( SOUTH ) 1 /4" 1 c 2020 D-Cube Studio Community Development Department Planning Division — Cupertino 'CUPERTIN4 APPROVED Case # R-2020-004, A Approval Body: Director/Staff 0 � Approva I Date 08/12/20 a Signature James Murphy Case Manager A DDStudio ............ ......... a4 Design and drafting development 586 N First St -Suite 215- San Jose, CA 95112 000 (P) 408.205.9812 _ jcnavarro@att.net THESE DRAWINGS AND THE INFORMATION SET FORTH F = HEREON ARE THE PROPERTY OF D—CUBE STUDIO AND ' '' ARE TO BE HELD IN TRUST AND CONFIDENCE PUBLICATION. PUBLICATION, DUPLICATION OR USE IN ANY FORM AND DISCLOSURE OR USE FOR ANY Fq 0 ♦O Q Q 0 Q Q 0 0 0 ® � ® ® ® ® ® PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY ED +m ® ® ® Q Q ® ® ®® ® ® ® D—CUBE STUDIO IS PROHIBITED. ® I I EAGLELITE #402 BALIBU CALABAR BLEND PROPOSED S T R F F T S C A P F 1 /899 3 — - - - - - - - - - - - 4 3 1 A3.0 A3.0 A3.0 3 12 V ## 1-1-1-1-1-T-T-T-T-T- 11 a s --------------------------19---- Q O . . OLU 2'-41$ 01 O o -- -- - -- - ----rz--- ------ a 2 o Q - 11 6 - a 12 T.O.P a4 -- -------------------- 1 ---------- - � n =rMO 2 T.O.P O ED In I 5 2'-0" 7 u �� F.F. u ----- - ----- - J LU a 0 13'-8" 8 1 —————— O = 9 99 O ENLARGE DIMENSIONED PORCH : 1 /49 4 PROPOSED LEFT SIDE LLLVAT 1 ON ( WEST ) 1 /4 2 �--- � 1 . EXISTING STUCCO WALL REVISION DATE 2. PROPOSED EAGLELITE #402 MALIBU CALABAR BLEND 0 3. ALUMINUM SEAMLESS GUTTERS AND DOWNSPOUTS 0 4. EXISTING CHIMNEY TO REMAIN 2 ------ -----------------2 4'-1 "------_10� 0 5 T.O.R 5. NEW 8" MIN 3-COAT STUCCO OVER TWO LAYERS OF 12 SEE A GRADE 'D' BUILDING PAPER TO MATCH EXISTING 3 a 4 0 � wFTSi 5" �OJ REPRODUCTION 6. NEW 42" HIGH W.I. GUARDRAIL _ ---_ ---_ --_ --_ _ --- 19=7-$ � FEDERAL LAW LA BY ANY MEANS IS PROHIBITED G _ BY FEDERAL LAW VIOLATIONS rn PUNISHABLE BY FINES / \ T.O.P UP TO$1001000 PER OFFENSE N CALL THE DESIGNER TO 2 // OBTAIN GAL PLANS OF QQ 7. NEW EXTERIOR SCONCE TO BE SELECTED BY OWNER o�o? \\ 9TFEIS ti o 8. EXISTING FOUNDATION VENTS TO REMAIN ��,�'o\ 6 /<<EGAL F SEE DETI_3/� \\ 9. EXISTING GARAGE DOOR TO REMAIN / / J.C. NAVARRO DESIGNER 10. EXISTING WINDOW/DOOR 10'-7-1 N a 4 / \I \--F-F i- DATE: January 31 , 2020 11 . PROPOSED NEW WINDOW/DOOR e; \\�\ I _1„ PROJECT No. 39-102119 12. NEW WOOD POST S.S.D. � T.O1P PROPOSED ELEVATIONS I AND STREETSCAPE o ' 1 1 g I o I 71 I I o �� ' 1h-$�� o REF. NORTH i I q -0 moo N. ELEVATIONS K L Y NOTES ; PROPOSED FRONT ELEVAT 1 0N ( SOUTH ) 1 /4" 1 c 2020 D-Cube Studio Community Development Department EGRESS: TEMPERED SAFETY GLAZING: WINDOW AND SLIDING GLASS DOOR NOTES: Planning Division — Cupertino CUPERTINO APPROVED 1 EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE EXTERIOR DOOR OR PROVIDE TEMPERED SAFETY GLAZING AT THE FOLLOWING GENERAL: Case# R-2020-004, ESCAPE WINDOW. LOCATIONS A 2. ESCAPE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA A. WHERE GLAZING IS LOCATED WITHIN A 24 INCH ARC OF A 1 . THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL OF 5.7 SQUARE FEET. WINDOW VERTICAL EDGES. WINDOWS, PATIO DOORS AND SKYLIGHTS AND PROVIDE ALL Approval Body: Director/Staff 3. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 B. WINDOWS GREATER THAN NINE SQUARE FEET WHERE THE FLASHING AND CAULKING REQUIRED TO PROVIDE A 08/12/2o BOTTOM EXPOSED EDGE OF THE GLAZING IS LOCATED WEATHER PROOF INSTALLATION. THE INSTALLATION SHALL Do Approva I Date INCHES.Signature James Murphy 4. THE MINIMUM NET OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. LESS THAN 18 INCHES ABOVE THE FINISH FLOOR. CONFORM TO CEC AIR FILTRATION STANDARDS. Cr Case Manager 5. THE FINISH SILL HEIGHT SHALL NOT BE MORE THAN 44 INCHES ABOVE C. WHERE GLAZING IS LOCATED IN WALLS ENCLOSING 2. WINDOWS AND PATIO DOORS SHALL BE LABELED PER THE CD S FINISH FLOOR. STAIRWAYS AND STAIRWAY LANDINGS OR WITHIN 5 FEET CBC OF THE TOP AND BOTTOM OF STAIRWAYS WHERE THE 3. WINDOWS AND PATIO DOORS SHALL HAVE DOUBLE GLAZING Design and drafting development ROOF MATERIAL BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES AND WEATHER—STRIPPING MEETING ANSI AND CEC AIR 586 N First St —Suite 215— ABOVE A WALKING SURFACE. FILTRATION STANDARDS. San Jose, CA 95112 1 . PROVIDE AND INSTALL A 240 LB., 50—YEAR LIGHTWEIGHT EAGLE TILES D. WINDOWS OVER BATHTUB OR SHOWER. 4. THE CONTRACTOR SHALL FURNISH AND INSTALL SCREENS (P) 408.205.9812 E. ALL GLASS SHOWER ENCLOSURES. AT ALL OPENINGS. jcnavarro@att.net 2. INSTALL OVER A LAYER OF #30 NON—PERFORATED ROOFING FELT. F. SKYLIGHTS AND SLOPED GLAZING. 3. INSTALL ALL SHEET METAL WITH NEW: INCLUDING ROOF JACKS, CRICKETS, THESE DRAWINGS AND THE INFORMATION SET FORTH SADDLES, AND/OR FLASHING/EDGE STRIPS. HEREON ARE THE PROPERTY OF D—CUBE STUDIO AND ARE TO BE HELD IN TRUST AND CONFIDENCE PUBLICATION. PUBLICATION, DUPLICATION OR USE IN ANY FORM AND DISCLOSURE OR USE FOR ANY PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY D—CUBE STUDIO IS PROHIBITED. 1 3 4 A3.0 A3.0 A3.0 00 3 12 LU 4L­— OBSCURE AND INOPERABLE WINDOW ———————1 T.0.P " Z O.P � 0 0 6 --- LU O 2 HDR HEIGHT 0 5 0 0 o � 12 -- — -- ---------- u 0 Q 10,-7_8 a - QWo (E) g T.O.P � O O 00 LL vU i o Zo i ---------------------- ---- —N'_ __0_'_-0'_� LU a --------------- N.GRADE 0 ELEVATIONS KEY NOTES ; PROPOSED RIGHT SIDE ELEVATION EAST 1 499 2 FM 1 . EXISTING STUCCO WALL REVISION DATE 2. PROPOSED EAGLELITE #402 MALIBU CALABAR BLEND ZL 2 3. ALUMINUM SEAMLESS GUTTERS AND DOWNSPOUTS A3.0 ZL 49— 4. EXISTING CHIMNEY TO REMAIN -------------- — -----------------------------�b—-------------------------2-- 1 „ -- 0 T.O.R 12 5. NEW $" MIN 3—COAT STUCCO OVER TWO LAYERS OF 4� 12 FNV GRADE D BUILDING PAPER TO MATCH EXISTING a4 �F�OpF o � SEE A , WFT Si REP OF THRS PLANTS BYE 6. NEW 429' HIGH W.I. GUARDRAIL 1_9_-7—_O ANYNEANSISPROHIBITED / 6 _ $ LL BY FEDERARE PUN IAL LAW VIOLATIONS M 5 ---- ----------------- SHABLE BY FINES �' ` _ UP TO$100,000 PER OFFENSE Z 7. NEW EXTERIOR SCONCE TO BE SELECTED BY OWNER OBTAITHE GASCOPIESTOF THIS PLANS 8. EXISTING FOUNDATION VENTS TO REMAIN << EGAL S HDR HEI HT � `��\\ 9. EXISTING GARAGE DOOR TO REMAIN , 2 ————— --� — — -- — ------- ---- — — ---- ———————— i---- �— �, J.C. NAVARRO/DESIGNER 10. EXISTING WINDOW/DOOR ' 1" 0 12 10 _7—$ DATE: January 31 , 2020 11 . PROPOSED NEW WINDOW/DOOR 3 V a4 �� F.F. ———— _�' PROJECT No. 39-102119 12. NEW WOOD POST S.S.D. r'----- -------------------- --------- 2'-- ---- ---- \� PROPOSED ELEVATIONS I 12 o NANWALL OR EQ. i o o I o I 11 REF. NORTH I 1 1 '-8" I 10 F.F. I � I ---- —————— J I 09_09 I � N.GRADE PROPOSED REAR LLLVAT 1 0N ( NORTH ) 1 /499 1 c 2020 D—Cube Studio Community Development Department Planning Division — Cupertino GUPERTINO APPROVED Case # R-2020-004, 1 A Approval Body: Director/Staff a m Studio Approva I Date 08/12/20 Signature James Murphy Design and drafting development Case Manager 586 N First St —Suite 215— San Jose, CA 95112 (P) 408.205.9812 -------------------------------------------------------T0Bj- jcnavarro@att.net 24'-1' 1 THESE DRAWINGS AND THE INFORMATION SET FORTH HEREON ARE THE PROPERTY OF D—CUBE STUDIO AND ARE TO BE HELD IN TRUST AND CONFIDENCE ---------------------- 0" PUBLICATION. PUBLICATION, DUPLICATION OR USE IN ANY FORM AND DISCLOSURE OR USE FOR ANY PURPOSE NOT EXPRESSLY AUTHORIZED IN WRITING BY D—CUBE STUDIO IS PROHIBITED. o I - F_F_�- 9-1 I --------- T_O_P-.- 8'-1" cO ED �O ❑ ❑❑ MATCH LEVEL—] EVEL �O Lu- 0,_0" I - O � Q z ow 11 16 3 CROSS SECTION 3 3i ------------------------------------------------------ o Cn 24'-1" NEW NANA-WALLS OR SIMILAR INSULATION PER - I T24 0 n nn n ---------------------- INSULATION PER T-24 TYP Mr I O STUCCO WALL LLLJJJ O 42"HIGH W.I.GUARDRAIL ❑ MIN.3-COAT STUCCO OVER TWO LA n■ LAYERS OF GRADE D'BUILDING PAPER O EAGLE LIGHTWEIGHT TILE n I^I InI A 4"SPHERE SHAL N 0 PASS THRU ATTIC SPACELLL���� -- - NEW LIC�HTWEIGHl9FL --- -- - --------- 8'1" R TJI S.S.D. n n n NEW X12 FLOOR JOIST O ALUMINUM DOWNSPOUTS AND I u u GUTTERS AIN.3-COAT STUCCO OVER 2 LAYERS OF GRADE'D' BUILDING PAPER EXISTIN CHIMNEY TO REMAIN .. EXISTING A/C UNIT � L o- �ON CONCRETE PAD Mr o ❑ � � IIIINNIIII INNIu�� INNI IIIINNIIII IININI INNILL��„I�� FF 0 0 ( ( ) ) Yi YH ------ \��✓/ EXISTING STEM WALL FOUNDATION iI II II I I I i u I.F.V. REVISION DATE 1" L EXISTING FOUNDATION PIERS TO REMAIN ff CROSS SECTION 3/16 2 zi, SEEA �TS REPRODUCTION / OF THIS PLANS BYi� ANY MEANS IS PROHIBITED G70 - _____________________________________________________ V- BY FEDERAL LAW VIOLATIONS m -------------------------------------------------------2- 24'_1" ARE PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE � EAGLE LIGHTWEIGHT CALL THE DESIGNER TOLEGAL 2 CONC.TILES W OBTAIN PLANS IES OF Qu 1 9� ---------------------- --------------- T-O-P _ r<<EGAL • 18'-0" 18'-0" 42"HIGH W.I.GUARDRAIL 7/8"MIN.3-COAT STUCCO OVER(2) I.F.V.EXISTING LAYERS OF GRADE ❑ ❑ CHIMNEY SPARK D'BUILDING PAPER ARRESTER J.C. NAVARRO/DESIGNER ALUMINUM DOWNSPOUTS AND Lj GUTTERS DATE: January 31 , 2020 PROJECT No. 39-1 021 1 9 9'-1 - - - - 9'-1 Ij - ----------TQP-._ ----------- ------ - ------ ---- - ------ 8'_1:, 8'_1" 1 A 4"SPHERE SHALL NOT INS.PER T-24 INDICATES LINE OF ROOF CRICKET BEYOND PASS THRU CROSS SECTIONS ® 00 0 EXISTING CHIMNEY TO REMAIN BASEBOARD TO BE SELECTED SLOPE AWAY FROM GRADE BY OWNER REF. NORTH EXISTING GAS METER --EXISTING GARAGE CONCRETE SLAB 0'_0" It it It it It It 11 It it INS.F6R T-24 A3mO II II II II 3/16" 1 C 2020 D—Cube Studio CR OSS SECTION 4 316 4 CROSS SECTION 1 I I I I I I m I I I I I I 0 Z TRACT N0 . 2J99 � o I I I I I I I I I I I I o ° E OH OH OH LO J0 53 OH OH OH OH OH OH nH OH W 103.51J 1 RTWL ,02.69 ' 1 .14 X- -X - 10 FNC - - - - - - - - - - - - - - - - - - - - - - - - - - - 102. 5 02.48J RTWL RTWL EC WD FNC 5 P.S.E. WD FNC EC2.53 WD FNC1PP NTR Q 102.87 O 102.ECJ EC L102.43 102.45 102.28 Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ __ _ EC__ 102.54 EC EC _ PLNTR - - - - - - - - Q o - - - - - - - - - - - - - - - - - - - - - - - \102.82 102.75 102.61 x102.58 x102.4 --� - - - - ' 102.E0 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - � 0 p SHED SHED GND GND 102.EC LEC2.86 102.58 5 W.C.E. FRUIT 8"1 - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - y 17 t a I p 102.56 102.62 I 102.60 O NGE 6" EC 04 o I FNC 102.80 ON x,02.40 02.70 102.64 102.65102.EC� 102.66 GND E EGA 'EC G ABBREVIATIONS ° 4-4 o I 102.33 102.33 EC2 76 PAVERS EC2 69 �� rEC2 62 102.15 O O I GND GND1 102.31 .67 102.68 102.57 e WD FNC U 102.36 x 2 BC DOOR BC1 5.07 ^� TRACT NO . 3028 o I EC253 �62EC 'WLS 10 EC EC 10 7 77 T1 3.3 J 1 2. AC ASPHALT �.rn ° I 102•38 EC2.32 CONC 102.69 FF RWLS I BC BUILDING CORNER I W EC 102.34 102.53 BOW BACK OF WALK EC LEG " I EC EDGE OF CONCRETE 150 M 32 � EC K 102.45 FNC N o WD10207 x x102.35 102.65Jx 102 5 N I GND �O GND GND 0 CHIMNY I 2 0 102.2 EM ELECTRIC METER o O I CHy1iJY II FF FINISHED FLOOR FL FLOW LINE O.S , 102.26 LOT 5O z I FOW FRONT OF WALK (� A 'o2.s6 0 ,02.09 GM GAS METER I L 102.31J ,p2. g GND GND 6444±SQ FT GROSS U WD FNC I I � a ° WD FNC 102.45 • x 1D2.63 GND GROUND ELEVATION 0 I 102.13 x a EG G 5538±SQ FT NET LIP LIP OF GUTTER U GND 102.42 �102.59 102.17 LOT T 4 J _ '0NTR EC '02EC EC EC PLNTR PLANTER �; _ U� c O 1211 LOT 51 PLNTR \ EC 'D2.2,g P.S.E. PUBLIC SERVICE EASEMENT GND EC2.55 DOORS II RTWL RETAINING WALL -7 -I \ CONC I RWLS RAINWATER LEADER SURFACE RELEASE r o I 102.51 02.55 102.86 EC EC �EC EC ,02.48 I SDMH STORM DRAIN MANHOLE s I Q o a I PLNTR W2.60 02.24 x 116.87 RIDGE DOOR SSMH SANITARY SEWER MANHOLE o 10 20 D FNC x10224 TC TOP OF CURB 6 �--� `C I V10322 GN EC 1 IMN WD FNC W.C.E. WIRE CLEARANCE EASEMENT FeetCD c WALL 102.36 CHIMNY WD FNC 1"=10' .23 EG 102EC WD FNC WOODEN FENCE �--I O , 102. 102.51 O o O EC MNY 103.08 I WM WATER METER a I 10 92 EC a3 I 102.51 L 2.EC 1601.94 102.09 102.46 WD FNC � o 0 U U I 102.24 c EC 101.90 103.27 WD FN 105.09 O aC I RWLS 101.96 FF WALL o I gg 2 BOUNDARY G -9 00102.47 7.86 102.97GND C POST 10 ' 2.08 E r 102.38 ja GND - - 102.93 10 .42 CENTERLINE O I 103.06 101.96 EC EC �GND21 'RWLS, 102.37 102.19 W N t WALL EC 102.06 C RWLS c" I GND 102.37 102.N7D-x 102.28 102.17 4.85' I EASEMENT - - - - - - - - - - - - - - - 102.EC t102.27C DWY BC co 3 , 102.21 10 101.99 102.10 I SETBACK O CO EC EC EC N I x101.84 1o1.ss 101.79 _ _ BUILDING LINE 104.95 o c \ \ 1o,.E� GND i , L�ALL` \ WOOD FENCE / CONIC / I o rn Q I I o�o� 00 o 102.97 U WALL 101.13 N \ Z ?� ap c \ GND x 100.98 100.87 O Q U LL 0 O I GND DWY p 103.86 - J O v O `� 6 I \ \ / 101.06 T01.12 O WALL GND ya �Q a�2:1 I E� I \ o O U o I \ 102.11 99.65 '02.93 WALL ° I WALL GND-\ BOW 99.77 O ° I \ 99.68 GND 8 x ' BOW997 BOW 99.65 N c I \ / GND BOW ° 99.81 99.83 00 53 E , \ / Bow L101.25C 99.67 m O` , \ WALL BOW \ O p °w oNI \ - - - - - - - - - - - - - - - - - - - - - - - - Q) E , 99.98 99. M 99.62 T TC BOW W > / 99.22 9C.22 99.20 99.58 O \ C 99.61 BOW d9.43 � p I j L L I BOW WM, TC 9•ELJ 99.13� 0 , j 99.64 99.17 �L99.34 99.76 In III U U W V) L I TC F LIP 99.36� c I / ` 99. �99.44 W 0 LIP 99�45 3 C .O 100.07 99.30 LIP �'O 04 Z _ N I \ BOW TC 99.46 o I \ 100.04 9. TC 99.41 m m = = Z o a \ �FOW 99.42 99.05 TC Q U m C) 0 or OLIP 99.23 FL 98.94 Tf FL LIP 100.43 9907 CRESTLINE DRIVECj c BOW 99.87 99. 1 TC FLIP W Oov W = Q U -° I 99.59 0 N 0 0 U p O , ' LIP a 100.61 iE L I I FOW Q m ° o I 100.52 10SDMH Z N E I BOW 100.59 i SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F--1 lw W O I I I FOW 9S.78 Ld N v LIP W O v _ _ S89°58'00"E CL x 100.15 - - - - - - - - 247.05' - - - - - - o x1 0.31 AC :3 O I C MH SS S' SS SS SS SS SS SS SS SS SS Ss - O � - 0 o O M I I w N I \ A w L0 o a I Q z 0 E , 99.65 ° \ CB Q Cn Q 0 3 T i o I m () co LLJ � wcy L0 3 o E--4z z � 00 Q O > z 0 o Q cn 0 U a ~ Q SHEET 0)•6 i I ° c o c 0 o O �o N = W I 0' o = C) o o > CN N CL v c O O N L a o �( N U u c 000 L Q o c l a o Eco I I L N a o I O m o JOB N0. 2018-111 U UNAU;HORI ED CH3NGP k3 USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. Z U O O 4-1 ai L L FEN�a' (A Q Q = WCL (U Q CL _� 7 U Q Q i7i V