Loading...
HomeMy WebLinkAbout2802 Tiburon Way - PlansZ� 5 GENERAL NOTES COORDINATION 1. IF THESE DRAWINGS ARE NOT 24' x 36' THEY HAVE BEEN REDUCED OR ENLARGED 2. THE STANDARD A.I.A. GENERAL CONDITIONS ARE HEREBY MADE A PART OF THESE DRAWINGS 3. ALL WORK SHALL COMPLY WITH THE 2013 RESIDENTIAL CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA ELECTRICAL CODE, CALIFORNIA ENERGY CODE CALIFORNIA GREEN BUILDING CODE AND CALIFORNIA FIRE CODE 4. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS OTHERWISE NOTED 5. DO NOT SCALE DRAWINGS FOR DIMENSIONS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS 6. DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK 7. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND OR SAMPLE BOARDS TO ARCHITECT PRIOR TO ORDERING AND OR INSTALLATION FOR -ALL MILLWORK (CUSTOM OR FACTORY PRODUCED) WITH COUNTER MATERIAL -ALL EXTERIOR WINDOWSIDOORS WITH FIN. SAMPLES -ALL INTERIOR DOORS WITH FIN. SAMPLES -WOOD SIDING CONNECTION AND CORNERS WITH FIN. SAMPLES -ALLTILEWOR 12'X12' MOCKUP (INTERIOR DEX7ERIOR) -EXTERIOR STUCCO 24X24' MOCKUP EXPOSED FLASHING ELEMENTS (SAMPLE) -EXPOSED ROOFING (SAMPLE) CONTRACTOR DUTIES 7. THE CONTRACTOR SHALL: A FURNISH, PAY FOR, AND FILE ALL NECESSARY PERMITS, FEES, INSPECTIONS, ETC. EXCEPT FOR PLAN CHECK ZONING, AND SCHOOL FEES WHICH WILL BE PAID FOR BY THE OWNER B. GUARANTEE ALL WORK FOR ONE YEAR AS EVIDENCED BY THE DATE OF THE FINAL CERTIFICATE OF PAYMENT C. PROVIDE RELEASE OF ALL SUBCONTRACTOR AND SUPPLIER LIENS BEFORE FINAL PAYMENT IS MADE D. FILE WORKMANS COMPENSATION E. ARRANGE FOR ALL INSPECTIONS AS CALLED FOR IN SECTION 110 OF THE 2013 CSC B. CONTRACTOR SHALL INSTALLALL MATERIALS AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE CODES 9. CONTRACTOR SHALL PROTECT EXISTING VEGETATION AND ADJACENT SITE IMPROVEMENTS FROM DAMAGE DURING THE COURSE OF THE WORK 10. CONTRACTOR SHALL BRACE STRUCTURE AS REQUIRED DURING CONSTRUCTION 11. CONTRACTOR SHALL PROVIDE STRICT CONTROL OF JOB CLEANUP TO REMOVE DUST AND DEBRIS FROM CONSTRUCTION AREA 12. ALL SPECIAL INSPECTION AGENCIES, INDIVIDUALS, AND SHOP FABRICATORS SHALL BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED. CONTRACTOR SHALL SUBMITALL DOCUMENTATION FORAPPROVAL 13. CONTRACTOR SHALL PROVIDE PLANS OF GAS LINE SONG TO THE BUILDING INSPECTION OFFICE PRIOR TO CALLING FOR INSPECTION GENERAL 14. ALL STAIRS WITH MORE THAN THREE RISERS SHALL HAVE ONE (1)1-1/4' - 2' DIAMETER HANDRAIL w/ 1-1/2'CLEARANCE FROM THE WALL. ALL RAILS SHALL BE BETWEEN 34' AND 38' ABOVE NOSING OF THE TREAD AND BE CONTINUOUS FROM THE TOP RISER TO THE BOTTOM RISER - 2013 CABC SEC.1012 15. GUARDRAILS SHALL BE A MINIMUM OF 417IN HEIGHT AND DESIGNED SUCH THAT A4' SPHERE CANNOT PASS THROUGH ANY OPENING - 2013 CRC SEC. R311.7 16. FIREBLOCKING AND DRAFTSTOPPING SHALL BE PROVIDED IN ALL LOCATIONS IN ACCORDANCE W 2013 CRC SEC. R302 17. HEARTHS SHALL EXTEND 20' IN FRONT AND 12' BEYOND EACH SIDE OF FIREPLACE OPENING 1S. FIREPLACE SHALL HAVE TIGHT FITTING METAL OR GLASS DOOR AND OUTSIDE AIR INTAKE WITH DAMPERAND CONTROL 19. ALL GLAZING SUBJECTTO HUMAN IMPACT SHALL BE TEMPERED -2013 CRC SECTIONS R.308iR.327.8 ENERGY 20. THIS BUILDING MEETS THE ENERGY BUILDING DESIGN REQUIREMENTS OF TITLE 24 PART 6. SEE SHEET p FOR CERTIFICATE OF COMPLIANCE. 21, ALL WINDOWS AND DOORS SHALL BE DOUBLE GLAZED U.O.N. 22. FOR PROJECTS IN CALIFORNtk A INSULATION SHALL MEET THE CALIFORNIA ENERGY COMMISSION (C.E.C.) QUALITY STANDARDS AND BE CERTIFIED BY THE MANUFACTURER. B. ALL FREEZERS, REFRIGERATORS, AND FLUORESCENT LAMP BALLASTS SHALL BE CERTIFIED BY THE C.E.C. C. ALL HVAC EQUIPMENT, WATER HEATERS, FAUCETS, AND SHOWER HEADS SHALL BE CERTIFIED BY THE C.E.C. VICINITY MAP SITE bu,o N Peninsula Temple Sholom 23. ALL TOILETS ARE TO BE ULTRA LOW FLOW 1.6 GALLONS MAXIMUM FLUSH CAPACITY AND/ORC 47. CONSTRUCTION SHALL BE ENCLOSED BY S OPAQUE FENCE AT ALL TIMES DURING CONSTRUCTION. 24. THERMOSTATS SHALL BE OF A PROGRAMMABLE DUAL SET BACK TYPE. 40. NO CONSTRUCTION MATERIAL, EQUIPMENT, PORTABLE TOILETS, 25. WATER HEATER SHALL BE INSULATED WITH R-12 BLANKET AND PIPES WITHIN FIRST FIVE TRASH CONTAINERS, OR DEBRIS SHALL BE PLACED IN THE PUBLIC FEET OF TANK WITH R4 RIGHT-OF-WAY. 28. GENERAL LIGHTING IN KITCHENS AND BATHS SHALL BE HIGH EFFICACY & COMPLY w/TITLE 24 48 A TRASH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES CALCULATIONS AND DEBRIS ON SITE WHICH COULD OTHERWISE BLOW AWAY, SHALL BE REGULARLY COLLECTED AND PLACED IN CONTAINER LIFE SAFETY ALL CONSTRUCTION DEBRIS(WOOD SCRAPSAND OTHER DEBRIS, 27. WHERE REQUIRED BY LOCAL JURISDICTIONS, BUILDINGS TO BE FULLY SPRINKLERED IN W WHICH CANNOT BLOW AWAY) SHALL BE PILED WITHIN THE PROPERTY LINES OF THE PROJECT IN A NEATAND SAFE MANNER. ACCORDANCE w/2013 CRC SEC. R31381-309.6 AND 2010 NFPA. DRAWINGS TO BE SUBMITTED 51. PROJECT SHALL HAVEASiGNAGE VIEWABLE FROM THE PUBLIC FOR PERMIT 8Y DESIGNBUILD SUBCONTRACTOR STREET THAT INDICATES THE HOURS OF CONSTRUCTION AS: MON-FRI 28. SMOKE DETECTORS SHALL BE HARD -WIRED IN CEILINGS AND EQUIPPED WA BATTERY FROM 7:30AM TO 6:00PM, SATURDAYS FROM 9:OOAM TO 5:00PM. BACKUP. SEE REFLECTED CEILING AND MECHANICAL PLANS FOR EXACT LOCATIONS- 2013 CRC 52. PRIOR TO REQUESTING AFOUNDATION INSPECTION BY THE CITY, THE SEC. 315 GEOTECHNICAL ENGINEER OR CIVIL ENGINEER WHO PREPARED THE 29. ALL SMOKE DETECTORS TO BE WIRED FOR 24 HOUR MONITORING BY REMOTE ANSWERING SOIL INVESTIGATION SHALL PROVIDE A FIELD REPORT (IN WRITING) STATION PER NFPA 72 WHICH SHALL STATE THE FOLLOWING: A. THE BUILDING PAD WAS PREPAREDAND COMPACTED IN ACCORDANCE WITH THE SOIL REPORTAND SPECIFICATIONS B THE FOUNDATION MEP 30. ALL GAS APPLIANCES SHALL HAVE GAS IGNITER TYPE PILOTS AND INTERMITTENT IGNITION DEVICES 31. CLOTHES DRYERS SHALL BE VENTED TO THE OUTSIDE PROVIDE BACKDRAFT DAMPER 32 D, WATER HEATERS SHALL BE SECURELY FASTENED TO PREVENT OVERTURNING AS DETAILED ON DRAWING 2/A8.1 - 2013 CRC R3012.23.7 33. ALL HOT WATER FAUCETS WITH 10 FEET OR MORE OF PIPE BETWEEN FAUCETAND WATER HEATER ARE TO BE EQUIPPED WITH HOT WATER RECIRCULATING SYSTEM 34. ALL SHOWERS AND TUBSHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE 35. ALL HOSE SIBBS SHALL HAVE APPROVED NON -REMOVABLE BACKFLOW PREVENTION DEVICES - 2013 CRC API 03.3 36. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED PER 2D13 CMC 37. EXHAUST SYSTEMS SHALL HAVE DAMPER CONTROLS 38. ALL ELECTRICAL OUTLETS IN EXTERNAL WALLS SHALL HAVE INSULATING GASKETS 39. NO LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE CLOSER THAN 12'TO COMBUSTIBLE STORAGE ITEMS - 2013 CRC 40. ALL 120V / 1-PH / 15- & 20-AMP BRANCH CIRCUITS IN BEDROOMS SHALL BE PROTECTED BY LISTED ARC -FAULT CIRCUIT INTERRUPTER -2013 CEC ARTICLE 210.12 41. HYRO RADIANT CONTRACTOR SHALL DOCUMENT AND PROVIDE DIMENSIONED DRAWING/ WITH PICTURES OR VIDEO FOR THE OWNER SHOWING LOCATIONS OF ALL IN FLOOR HYRO- RADIANTTUBING. FRAMING PLANS AND LIGHTING COORDINATION 1. CONTRACTOR SHALL REVEIW ALL RCRUGHTING PLANS PRIOR TO SETTING FLOOWROOF JOIST MEMBERS TO ALLOW FOR LIGHTING PLACEMENT AS SHOWN. CONTRACTOR SHALL SPOT LOCATE (PAINT OR OTHER MEANS) ALL RECESSED FIXTURES AND NOTIFY THE ARCHITECT FOR A WALK THRU PRIOR TO SETTING OF CANS IN PERMANENT LOCATION. ARCHITECT SHALL HAVE ACCESS TO THE SITE AT ALL TIMES CONSTRUCTION 43. OBTAIN AN ENCROACHMENT PERMIT FROM PUBLIC WORKS PRIOR TO THE START OF ANY DRIVEWAY APPROACH DEMOLITION OR CONSTRUCTION AT THE STREET. CONTACT PUBLIC WORKS ENGINEER, MACEDONIO NUNEZ, AT(408) 868-1218 FOR INFORMATION REGARDING OBTAINING AN ENCROACHMENT PERMIT. 44. PRIOR TO THE ISSUANCE OFA BUILDING PERMIT, OBTAIN AND SUBMITA COPY OF THE SANITARY SEWER HOOK-UP PERMIT FROM THE SANITARY DISTRICT. CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTHWORK/ GRADING ACTIVITIES. 46. EXCAVATION CUTS EXCEEDING 5 FEET TYPICALLY REQUIRE DOSH PERMIT. ALL EXCAVATIONS MUST CONFORM TO APPLICABLE OSHA AND CAL -OSHA REQUIREMENTS. CONTACT CALIFORNIA DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH DISH FOR INFORMATION ABOUT REQUIRED PERMITS. DOSH'S LOCAL OFFICE: (510)794-2521. TTH PRECONSTRUCTION MEETING THEE%CAVATION CONTRACTOR SHALL SUBMIT PROOF I DI ATI N PIER EXCAVATION DEPTH AND 13ACKFILL MATERIALS, AND DRAINAGE (IF APPLICABLE) SUBSTANTIALLY CONFORM TO THE SOIL REPORT AND APPROVED PLANS. 53. PRIOR TO FINAL INSPECTION FOR ANY BUILDING OR STRUCTURE, THE GEOTECHNICAL ENGINEER OR CIVIL ENGINEER WHO PREPARED THE SOIL INVESTIGATION SHALL ISSUE A FINAL REPORT STATING THE COMPLETED PAD, FOUNDATION, FINISH GRADING, AND ASSOCIATED SITE WORK SUBSTANTIALLY CONFORM TO THE APPROVED PLANS, SPECIFICATIONS, AND INVESTIGATION. 54. THE FOLLOWING ARE DEFERRED SUBMITTAL ITEMS: FIRE SPRINKLER PLAN, POOL DESIGN AND STRUCTURAL ENGINEERING DESIGN PLAN, SHOP DRAWINGS FOR STEEL FRAMING, SOLAR PANELS DESIGN AND INSTALLATION PLANS 55. POOL EXCAVATION AND CONSTRUCTION NOT APPROVED AS PART OF THIS PROJECT A SEPARATE BUILDING PERMIT WILL BE OBTAINED PRIOR TO ANY POOL EXCAVATIOWCONSTRUCTION ENTIRE STRUCTURE SPRINKLERS 1. An automatic sprinkler shall be installed Ihmughout the entire structure in acooma- with CRC R313 and Saratoga City Ordinance 16-18.025 and 18-20.120. 2. The sprinkler contract' shall provide (3) copies of the working drawings and celwleOons b the Flra District. 3. The Fire Disbicl must issue a permit prior to the installation of the fire spnnlder system. 4. The sprinkler contractor must have a City business license and worker's compensation certificate. (SEEAOA DIVISION 17 FOR FURTHER FIRE SAFETY DETAILS) FLOORAREA EXISTING PROPOSED FIRST FLOOR 2,450 2,460 SECOND FLOOR NA NA GARAGE 428 428 ENCLOSED PORCH 427 427 OTHER (e.., Shed) NA NA TOTAL 3,305 3,306 PROJECT DATA LOCATION: 2802 TIBURON WAY BURLINGAME, CA 94010 AP N: 025-031-040 ZONING: R-1 LOTSIZE: 91645 BLDG USE: SINGLE FAMILY OCCUPANCY GROUP: R3/U GENERAL PLAN: RESIDENTIAL LOW DENSITY CONSTRUCTION TYPE TYPE V-S FLOOD ZONE NO LOMA: NO PARKING DISTRICT. NO AIRPORT INFLUENCEAREA: NO HISTORIC STATUS: NONE AVG. FRONT SETBACK 20'-0' CONTEXTUAL GARAGE PLACEMENT: COVERED PARKING BLDG. CODES: 2013 CSC, CGBC, CRC, CMC, CPC, CFC, CEC AND C ENERGY CODE PROJECT SCOPE ONE-STORY SINGLE-FAMILY RESIDENCE REMODEL AND FRONT COURTYARD ADDITION DIRECTORY OWNER: DARRYL KWOK 2802 TIBURON WAY BURLINGAME, CA TEL: #COent Phorte Number EMAIL: OKW OK.6217@GMAIL.COM ARCHITECT: MODERN HOUSEARCHITECTS 1265 INDIANA STREET SAN FRANCISCO, CALIFORNIA TEL (415) 800-W20 EMAIL: MODERNHOUSE®MAC.COM LANDSCAPE ARCHITECT. LIGHTING DESIGNER: FIELD LANDSCAPE ARCHITECTURE O (415) 9265775 C (415) 271-1899 EMAIL: CHRISYATESDESIGNCGMAILCOM MODERN HOUSE ARCHITECTS 1265 INDIANA STREET SAN FRANCISCO. CALIFORNIA TEL (415) 800-8620 EMAIL: MODERNHOUSECMAC.COM DRAWING INDEX ARCHITECTURAL AO.0 COVER SHEET A02 CALGREEN CHECKLIST AO.3 INSTRUCTIONS FOR BIDDERS AD.4 BUILDING CODE REFERENCE AILS SPECIFICATIONS AQe SPECIFICATIONS SUPPLEMENT A1.0 SITE PLAN A20 MAIN FLOOR PLAN (EXISTING) A2.1 MAIN FLOOR PLAN (PROPOSED) A2.2 ROOF PLAN (PROPOSED) A23 DEMOLITION PLAN A3.1 ELEVATIONS A32 ELEVATIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A5.1 RCP/LIGHTING PLAN A52 LIGHTING SPECIFICATIONS(INTEIOR) AS3 LIGHTING SPECIFICATIONS (EXTERIOR) A6.1 SCHEDULES A6.2 EQUIPMENT& FIXTURE SPECIFICATIONS A6.3 EQUIPMENT B FIXTURE CUT SHEETS A7.1 INTERIOR ELEVATIONS & SPECS. A8.1 DETAILS A8.2 DOOR & WINDOW DETAILS AB.3 ROOF DETAILS T-1 TITLE 24 STRUCTURAL HFX1 HARDY FRAME DETAILS HFX2 HARDY FRAME DETAILS S1.0 GENERAL NOTES AND SPECIFICATIONS S20 FOUNDATION S3.0 ROOF FRAMING PLAN SO DETAILS S5.0 DETAILS SEA DETAILS S6.0 DETAILS ABBREVIATIONS AF.F. ABOVE FINISHED FLOOR J.H. JOIST HANGER AS ANCHOR BOLT JB JUNCTION BOX ABV. ABOVE JST. JOIST AC AIR CONDITIONING JT JOINT ADJ. ADJUSTABLE KD. KILO DRIED ALUM. ALUMINUM L.H. LEFT HAND ASPH. ASPHALT LAV LAVATORY B.O. BOTTOM OF LT. LIGHT B.U.R. BUILT-UP ROOFING MAX MAX MUM BD BOARD MED. MEDIUM BLDG. BUILDING MFR. MANUFACTURER BLKG. BLOCKING MIN. MINIMUM BLW. BELOW MLR. MIRROR BM. BEAM MITI. MOUNTED BRZ BRONZE MR. METAL BTW. BETWEEN (N) NEW C. 1. CAST IRON N.T.S. NOT TO SCALE C.I.P. CAST IN PIPE NIC NOT IN CONTRACT C.O. CLEAN OUT O/ OVER CAB. CABINET OC ON CENTER CL CENTERLINE OPG. OPENING CLG. CEILING P.T. PRESS RETREATED CLO. CLOSET PL. PLATE CUR CLEAR PLAM. PLASTIC LAMINATE CMU CONCRETE MASONRY UNIT PLYWD. PLYWOOD COL COLUMN PNL. PANEL CONC. CONCRETE PR. PAIR CONT. CONTINUOUS PTO. PAINTED CSK COUNTERSINK R RISER CSMT CASEMENT R.H. RIGHT HAND CTR CENTER FLO. ROUGH OPENING CW COLD WATER R.W.L. RAIN WATER LEADER OF DOUGLAS FIR RAD.I R. RADIUS DH DOUBLE HUNG REINK REINFORCED DIA DIAMETER REQ'D REQUIRED DIM. DIMENSION RESIL. RESILIENT DISP. GARBAGE DISPOSAL RM. ROOM DN. DOWN RIND. REDWOOD OR. DOOR BAD. SEE ARCHITECTURAL DRAWINGS DTL DETAIL S.C. SOLID CORE DW DISHWASHER S.C.D. SEE CIVIL DRAWINGS DWG. DRAWING S.L.D. SEE LANDSCAPE DRAWINGS DWR. DRAWER S.P. SOLID PIPE (E) EXISTING S.S. STAINLESS STEEL EA. EACH S.S.D. SEE STRUCTURAL DRAWINGS EL. ELEVATION S.T. STEELTROWEL ELEV. ELEVATOR (OR ELEVATION) SH. SHELF EQ EQUAL SHR. SHOWER EXP. EXPOSED Sim. SIMILAR E)M EXTERIOR SPK. SPEAKER F.G. FINISHED GRADE/FIXED GLASS STL. STEEL F.O.C. FACE OF CONCRETE STN. STAIN F.O.F. FACEOFFINISH T&G TONGUE & GROOVE F.O.S. FACE OFSTUD T TREAD FD FLOOR DRAIN T.O. TOP OF FDN. FOUNDATION T.O.C. TOP OF CONCRETE FIN. FINISH T.O.P. TOP OF PLATE FLIT FLOOR T.O.S. TOP OF STEEL / SLAB FRPR. FIREPROOFING T.O.W. TOP OF WALL FTG. FOOTING T.P.H. TOILET PAPER HOLDER G.1. GALVANIZED IRON T.S. TUBE STEEL G.W.B. GYPSUM WALLBOARD THK THICKNESS GA GAUGE TYP. TYPICAL GL. GLASS U.O.N. UNLESS OTHERWISE NOTED H.C. HOLLOW CORE V.I.F. VERIFY IN FIELD H.W. HOT WATER V.T.R. VENT THROUGH ROOF HB HOSEBIB VP VENT PIPE HDR. HEADER W.O. WHERE OCCURS NOR, HORIZONTAL W.P. WATERPROOFING HT HEIGHT W.S. WEATHERSTRIPPING HTR. HEATER W/ WITH I.D. INSIDE DIAMETER WC WATER CLOSET I.D. INSIDE DIAMETER V8D INS. INSUEC INT NTERI _ DEC 15 2016 CITY OF BURLINGAME COD -PLANNING DIV MOD ERN HOUSE ARCHITECTURE & DESIGN 1265 Indiana Street San Francisco Ca. 94107 P. 415.800.8520 C. 415.596.7281 modemhouseOmac.com www.modemhousearchitecls.com C I I I CAUFOQ�g / Curt Cline Architect IY 11J ^Z r� Q 1 r M C) CV CD NW LL Q U J J 2 REVISIONS: Y O Y 00 m COVER SHEET SCALE: AS NOTED DATE: 11.8.2016 SHEET: AO e O 1 _ 1 _ — 6' WOOD FENCE 1 _ ROPf;R�, ll NE 1 it SIDSET 7e E SBACK � 1 MEADOW GRASS 1 Y �—RECYCLING x 1 ------_—- 1 OUTDO c loo--OR KITCHEN ❑ ,1 POOL EQUIP It DINING TERRACE POOL r _ _ _ _ _ 1 1 ,1 1 '1 1 ,1 1 ,1 1 DFENCE�1, 1 ❑______________________r____________________._____._._ _._. 1 1 11 1 , 6' WOOD — FENCE AND GATE -7 I I Ix 1 Im N CONCRETE DRIVEWAY I = t i i 11 1 POOL TERRACE CENTER COURTYARD OFFICE I 1 LIMESTONE PERENNIALGARDEN COURTYARD PAVING LINT E 5' CONCRETE LL 1 1 PAVING I WALL ING R TA C�o MEADOW GRASS 1 LIMESTONE L — — PAVING -- 1 1 ____ _ — I T'-D SIDE SETBACK ' 1 18"CONCRETE 1 _ — � � 5' GLASS _ _ _ -- SEATWALL �- DOOR _ _ - — - — - — 11 (E)TWOOD - _------------ --_�_� 1 RETAINING WALL '1 -_— - — - — - — - PROPERTY LINE FIELD LAND SCAPE 1265 Indiana Street San Franclsco Ca. 94107 P. 415.926.5775 C. 415.271.1899 www.flaidarch.com �PNOSCAP y�0 a`opKer YereB'9.pc U n J $w.— ~ Ran l Detu S�q Date 2P lF OF CAI�F0 W U z } "IT w �� o 0 ZW M Q' Q w 0 m Z — J N Q' N Y O � o O Do m N Y Revisions: SITE PLAN SCALE: DATE: SHEET: L�1 a a- I I (I V !I !I !I !I I '� �i I II T I �I I I !I !I I !I I I !I 3' 314' 2'-5 3/4' I J V EXISTING MAIN FLOOR SCALE: 1/4• 1'6' I I 1 I II II II - II II II II - - - _ _ 13w*:4- N'6 Ur�- 31 311r 3wr V 20'-3/4" I 1 1 1 1 1 1 F 1 1 I KEYNOTES 22 PLUMBING 22.41.16 (E) HYDRONIC MANIFOLD MOD ERN HOUSE ARCHITECTURE & DESIGN 1265 Indiana Street San Francisco Ga. 94107 P. 415.800.8520 C. 415.596.7281 _demhouse®mac.com —modemhousearchiteots.— /SF,D ARCH` `v Vt� 15 D� C \ 'lFOF CALIF�Q� 1 Curt Cline Architect W r) O w U r C:)a U w <Q o 0 _ zw W o< a cn o m Z Z- J N � O N Y o::) U o p `0 m N Q w Y Q W 0 Cn J J 2 Revisions' MAIN FLOOR PLAN (EXISTING) SCALE: AS NOTED DATE. 11.8.2016 SHEET: A2.0 0 W 5 w 312' _ $ 14L-r- 312'. - - _ _30'-3/4'� _ _ _. 3 2' 111312'. 3'75 14' -f - _ r - --n-- - - - - -n---rr- - - -- -- ----- -n------n- - - - -- 71--------n--- -- ---. I R II II II II II II 11 7 I II�-L II II II �-d[Hag II II II II 1 Kss el I I I ' zlo-dz14 1z it" �-dxio "� sEE 6TRUc.4x1a ItF---4%ta Ir.._.��a I--4Yto SEE Stsas sTRuc. I- -- II II II II � II II II - II I II 5 II �- II II 1p2- EXT 3 I 2 II 103-2 EXT II II d I II II c � 11 II c 11 m II 11 II II II II II II II � 11 I, I II � II it II II I I I I 11 I I I I� I I II II I II II II I I t MASTER BED I I LIVING I I I I I I I I II —� II j iiucr j II II n I t41 I I 11 I I I I I DINING I I I �i II II II II -� II i II 11 I I II II � II I II II I II II I II 11 II II II I t 1" 3/4' I I 3. � II II I I I II II II I n n u n 1 BREAKFAST II WARDROBE I OU n I'1= II II -p zz.a1.19 I I I I 3- 3 V 2241.16 I 1T-1 I _ 3 / 11-'23'-71 t U0101 I - 1 p 22.41.21 1 22.4120 SHII I II II r" II w. JI OWER o I I 6. I 3'-41/4• I I I I 10A1 I I 11 L LINEN RITCHEN � MASTTER BA—TH I II I I II II I ,05 I Or L=� II I II II 11.OB I A I II I II 11 4" 22.41.02 0 1 2'-9 1/4' I II I I .• - II I 31 11 I II H 22.41.05 HALL PLANTING II ATRIUM I II V VA it It II I u5 go m I I I aosEr MAIN FLOOR PLAN (PROPOSED) A2.t SCALE:1/4• = V-0• I II n II M I I I GARAGE 100 w it WA4 o a � u STU I II FOYER (9 II I II V II Y II II II II 0 1 Ir II I I 28.9 I I II II 118-1 EX� I 6 I II I II I I II II SLIDING DOORS __-_______ '�A� /A-- 1_1'8112' ____ 3 8'•1 _9, 20'-314" 2' 312' 3.1 1 C A3.1 D E S.F. , 1 1 1 1 1 1 1 1 1 I 1 1 1 I 3 1 I � I 1 I � I 1 I 1 I 1 I , I / I I I I 1 I I � i 1 / 1 , 1 I 1 1 I 1 II I I I F 1 I N AV PROJECT TRUE NORTH NORTH 1 1 1 I 1 1 I 1 1 NOTES - FLOOR PLAN: MOD — ALL GRIDLINES ARE TO FACE OF STUD, U.O.N. — DIMENSIONS ALL DIMENSIONS TO FACE OF STUD, U.O.N. ERN SEE SYMBOLS ONCOVER SHEET — ALL AVE AN FINOTLE GGREGATEGLAOOMSSHAO AGGREGATE GLAZING AREA OF NOT LESS THAN B PERCENT OF THE FLOOR AREA OF SUCH H O U S E ROOMS.NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOWERS OR OTHER APPROVED OPENINGS TO THE ARCHITECTURE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READYACCESS OR SHALL MBY THEE BUILl3ING OCCUPANTS. THE CONTROLLABLE &DESIGN OPENABLEAREATO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 12651ndlana Street VENTILATED. (R303.1 IN 2013 CRB SECTION 303) San Francis- Ca. 94107 P. 415.800.8520 C. 415.596.7281 LEGEND - FLOOR PLAN: modemhouse(9mao.com www.modernhousearchitects.cam (E) WALL TO REMAIN i ARCy� `\ IN)WALL �g,D / AS C V4. i \ (E) WALL TO BE REMOVED I BEAM TO REMAIN (E) KEYNOTES Curt Cline Architect 00 CONSTRUCTION ASSEMBLIES WA4 (N) ONE -HOUR WALL ASSEMBLY �'- 3 CONCRETE 3.1 (N) CANTILEVERED CONCRETE WALL (S.S.D.) +Y 8 OPENINGS 8.6220 MIN. RATED, SELF -CLOSING DOOR IJ-I 2- 11 EQUIPMENT 11.0136' INDUCTION COOKTOP 11.0324' DISHWASER ..z 11.04 SINK DISPOSAL LU it'0848" COUNTER DEPTH REFRIGERATOR/FREEZE S� 11.0927' STACKED WASHERI DRYER _ U 11.1748• RANGE HOOD W/ FAN & LIGHT 11.18 CUSTOM KITCHEN CABINETRY SYSTEM S.s O z } Q Uj < U 22 PLUMBING -� 22.34.01 HIGH-EFFICIENCYWATER HEATER O Q - 22Al.01 KITCHEN SINK Z W 22.41.02 FREESTANDING BATH MIXER & HAND SHOWER I 0 vJ 22AI.05 HAND SINK 22A7.06 LOW -FLUSH TOILET (TYP.) _ � Q W 22AIA: HYDRONIC RADIANT HEAT BOILER Jn C) m Z 22.41.I RELOCATED HYDRONIC MANIFOLD _ 22A1.21 FREESTANDING THERMOSTATIC SHOWER W/HAND SHOWER 22.41.22 SHOWER PRESSURE BALANCE VALVE fD N 3- o O O 00 00 �) 26 ELECTRICAL 26.9 (N) GARAGE DOOR OPENER CONTROL `jj `1 DIY ,n J Revisions: APLANNING COMMENTS / 1 12.12016 BY AK. MAIN FLOOR PLAN (PROPOSED) SCALE: AS NOTED DATE: 11.8.2016 SHEET. A2.1 a E i 1 It ;J3 a — a- 0 DEMO PLAN ..3 SCALE; 1/4" - 1'4' T T n It n II n n II II II I II ______ i II 11 11 II 1 I I I MASTER BED 11061 LIVING II II II II II II II II II II II II I I I I V II II DINING II n� II II II II II II II II II II II II II II II II fl II II II II II II o-- 1 --z ----- II a ;; II — -- �� Ir=_= --__° _ ;I LINEN II II II II II MASTER BATH I �— I I I I KIT EN 11 IIIIEl _u '..' \ / II II II II II 11 II II El II 1 I II ❑S II � I I I II II BREAKFAST I I II +� t04 II II J II ❑S II �{I II II III II II II II I I WARDROBE I I 117 +I II 11 11 II I� II II I I I I 11 II A II II II I I I I I 11 I I III it _I. , �I II II II 11 n II 11 _ II I 1❑II II 1❑I�E.�� II 1 \� �_ I I l i PbR n I I LAUNDRY ❑ I I 1I n IF I— \ I I LI WJ I I_= I I I r LAUNDRY— II II I I I I It- ` it II II 1 � II II \ LL d 1 BA,H �II 1 II II II II ❑S II II I II II O II II II — � � � 1 II I II II II II II II II II II X�;❑s I�; 11 i II n II n II II II II I I II � II II � II 11 II I; II II II II II II II II II N II II 11 I I it I I I It II J I I II II I I GARAGE I I 11 �II II II 11 II II II II II II II II I II I II BED 1 I I 1 I II II I I II I 11 I 11 II II II II II II � 11 FOYER II II II 11 I I 11 II II II II II II II II II II II I II II II II II '� 11 II I II L_ I II I II 1 II , II --� - - II II I 11 II p II I I II II II II II 11 II II II II II II II - ❑2 a II❑0 ❑2 II II II II II II II II II II II II II II II U U u li I I I 1 I 1 1 I 1 I I14 � III 1 III , I,I 1 III , III , III 1 III , I,I Id � �I) 1 �I) I I I 1 I I I I , II 1 I , I I 1 I 1 1 1 1 I 1 1 1 I I 1 1 1 I I 1 I 1 I I I I 1 I -- ' 6 1 1 I I 1 1 1 I 1 1 I I 1 F 1 1 I DEMO KEYNOTES 22 PLUMBING 22.41.16 (E) HYDRONIC MANIFOLD KEY NOTES - DEMOLITION PLAN: ❑1 REMOVING EXISTING 2X4INTERIOR WALL ❑2 REMOVING EXISTING 2X4 EXTERIOR WALL ❑3 REMOVING EXISTING WINDOW ❑4 REMOVING EXISTING DOOR ❑S REMOVING EXISTING PLUMBING FIXTURE ❑8 REMOVING EXISTING KITCHEN CABINETRY ❑7 REMOVING EXISTING FIREPLACE L_ ' REMOVE EXISTING S.O.G. L_ J TO BE DEMO'D Z PROJECT TRUE NORTH NORTH MOD ERN HOUSE ARCHITECTURE & DESIGN 1265 Indiana Street San Franclsco Ca. 94107 P. 415.800.8520 C. 416,596.7281 modernhouse(Orn om 1vww.modernhousearchitacts.wrn /SEO ARCS, \ Vy,� t,SSCC 'CIIG353 � 1 V•l -i0\P / 'OF CAUFOPa i Curt Cline Architect f— ct W z 0 W F— O z Qa U W c) 0 O 0 _ Z W IY on T Ch Cn O W mZ z I - J N � O CV Y o D U O >0 OD Q W Y Of Q W C/J J 2 Revisions: DEMOLITION PLAN SCALE: AS NOTED DAM: 11.B.2016 SHEET: A2.3 O y� SOUTH ELEVATION (EXISTING cynic Ire = 1.n• SOUTH ELEVATION (PROPOSED SCALE: 1/4' a 1'-0" NORTH ELEVATION (EXISTIN NORTH ELEVATION (PROPOSED SCALE: 114- c 1'-V _ * 14'-1 3/4- Y ATRIUM/LIVING CLG. T-11 t/2• BEDROOM WING CLG. FINISHED FLOOR 14'-1 V4' ATRIUMTLIVING CLG. ,E GHT O N BEAM Q1 7-11 1/2 BEDROOM WING CLG. FINISHED FLOOR 14'-1 3/4' ATRIUMLIVING CLG. --*T-„„2' BEDROOMWINGCLG. y Y FINISHED FLOOR yyp�14'-1 V4' T ATRIUM/LIVING CLG. n —+-EGHTO N BEAM Q7 _ 7_'-111/2- +-BEDROOM WING CLG. 0 FINISHED FLOOR ELEVATION KEYNOTES MOD 00 CONSTRUCTION ASSEMBLIES RA1 FLAT ROOF ASSEMBLY DURO-LAST (ORAPPROVEDEQUAL) MEMBRANE ROOFING OVER TAPERED RIGID INSULATION 9MIN i/BYFT. OVER (N) OR (E) ROOF STRUCTURE R( ERN RA2 PITCHED ROOF ASSEMBLY ASPHALTIC SHINGLE (OR APPROVED EQUAL) OVER 2 LAYERS OF 151b FELT OVER (N) OR (E) ROOF STRUCTURE HOUSE WA5(E) EXTERIOR WALLASSEMBLY(GARAGE DOOR) (E) GARAGE DOOR TO REMAIN W/ (N) NARROW GUAGE T111 APPLIED TO EXTERIOR FACE ARCHITECTURE 3CONCRETE &DESIGN 3A (N) CANTILEVERED CONCRETE WALL (S.S.D.) 1265 Indiana Street 5 METALS San Francisw Ca. 94107 6.73.4(N) STEEL BEAMS ABOVE ROOF(S.S.D.) P. 415.800.8520 BEAMSARE ABOVE THE EXISTING ROOF DECK AND WILL 0.415.596.7281 CARRY THE ROOF LOADS TO POSTS IN THE WALLS. (S.S.D.) modemhouse@mec.com BEAMS ARE TO BE CLAD W/ SHAPED RIGID POLYSTYRENE —modernhouseerchitects.com FOAM AND WRAPPED OVER WITH CONTINUOUS WP MEMBRANE USED FOR (N) ROOF WATERPROOFING _ SYSTEM. gE9 ARCy t1s c 8 OPENINGS J,�d III (N) 1/2' TEMPERED GLASS PANELS I 'p .,, y0. L1 FINISH MATERIALS I COLOR W1 T&G WOOD SIDING, PAINT GRADE F pf CAUFOT Curt Cline Architect FC— GNy LJ� W a z w o _ U r W �cai �U J Q n Z LL _ o m Cl) M w U) O mZ z LIl N � o Y N o> U o p 00 m N Q W Y Q W J J 2 Revislons: PLANNING COMMENTS / 1 \72.12016 BYAK. ELEVATIONS SCALE: AS NOTED DATE: 11.8.2016 SHEET: A3. 1 r WEST ELEVATION EXISTING 3.2 SCALE: 114" = 1'-0" z WEST ELEVATION PROPOSED 9.2 SCALE: 1/4" = V-0' A3.2 SCALE: 1/4' = 1'-0" a EAST ELEVATION PROPOSED 3.2 SCALE: 114' = V-0' 0 WA7 Il I IWAi W ELEVATION KEYNOTES 14'A 3/4' ATRIUM/LIVING CLG. 00 CONSTRUCTION ASSEMBLIES RA I FLAT ROOF ASSEMBLY DURO-LAST (OR APPROVED EQUAL) MEMBRANE ROOFING OVER TAPERED RIGID INSULATION 9MIN 1/8'/FT. OVER (N) OR (E) ROOF STRUCTURE RAY PITCHED ROOF ASSEMBLY 9'-3 314' ASPHALTIC SHINGLE (OR APPROVED EQUAL) HEIGHT OF NEW BEAM OVER 2 LAYERS OF 151b FELT OVER (N) OR (E) ROOF A 7'-11112" STRUCTURE Y" BEDROOM WING CLG. WA2(N) EXTERIOR WALLASSEMBLY(SIDING) 2X4 STUDS AT 18" O.C. W/ 1/2" GYP. BIRD. INTERIOR SIDE (SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR SURFACE TREATMENTS AND NARROW GUAGE SMOOTH T111 (SEE ARCHITECT FOR COLOR) 3CONCRETE 3.1 (N) CANTILEVERED CONCRETE WALL (S.S.D.) y� 0- Y FINISHED FLOOR 5 METALS 5 73 4 N STEEL BEAMS ABOVE ROOF SSD I) (...1 BEAMS ARE ABOVE THE EXISTING ROOF DECK AND WILL CARRY THE ROOF LOADS TO POSTS IN THE WALLS. (S.S.D.) BEAMS ARE TO BE CLAD W/ SHAPED RIGID POLYSTYRENE FOAM AND WRAPPED OVER WITH CONTINUOUS WP MEMBRANE USED FOR (N) ROOF WATERPROOFING SYSTEM. 8 OPENINGS 8.13.1 (M SLIDING TEMPERED GLASS DOOR BLOMBERG 8.61 (N) ROLL-O-MATIC MOTORIZED SKYLIGHT 3/4" 21UM/Lro1NG CLc. 11 EQUIPMENT 11.19 CUSTOM OUTDOOR KITCHENETTE L1 FINISH MATERIALS I COLOR 1 4, W1 T8G WOOD SIDING, PAINT GRADE IGHTO N BEAM 1 /2 DROOM WING CLG. MOD ERN HOUSE ARCHITECTURE & DESIGN 1265 Indiana Street San Francis- Ca. 94107 P. 415.800.8520 C. 415.596.7281 madernhouse®mao.-m www.motlernhousearchitec[s.wm �S,0 ARCy7 \�a 15 C C, lr<' N r ••.. So l7 / �Of CAUF�Q i Curt Cline Architect F— LU a II O w — U U � } W << D O 0 zw 02 F• M ? Q U) c) m Z Z N � O CN Y o� Uo0 00 N a 3: W Y Q W 0 (n J J yy 14'-1 3/4" _ Y ATRIUM)LIVING CLG. Revisions: Q1PLANNING COMMENTS 12.1.2076 BV A.K _ 3 4_' 3 11 O N W BEAM 7-11 1/2 BEDROOM WING CLG. ELEVATIONS FINISHED FLOOR SCALE: AS NOTED DATE: 11.8.2016 SHEET: A3.2 r It En 00 KITCHEN, iC5 II I „ I I cD ., p I h'... Y V k !I } �4. AANTRY/MOD ROOM r �1/4'.. ..�1I2• 3 GARAGE 100 WA4 FOYER II GUEST836�D/STUDY 1 LINEN 3 .. .......... O •ala IO14-D .. 3 V2V_... 162 314' 70' 12'-2 1' " J .._ . ... y . . --n------- ----- -- _...IT-----n---- - -n- - - -IT -- -------------- - -- TI'--- II II 7 II 1 I II II It II I Hss 55 HII II II - II 10 1 - SEE x10 ,mod 10 10 I--4af0 ,bx 32E Sr1p10. - II-dxtE ii~4 "1..�.-.. i 9EE SiRUC...I. -SEE STRUMIII103.2 EXTif ..........i l... _.. u_ ....... .. II _..�:_p�,JI�`•..... `�,"��1, V II I I li n ( Ii II II � I L - LI - MASTER BED I LIV_ IINNG �— 1 II 1 .. 1 I I I I I I I-DtIN�INfG- I I I i I! II II 11 J II WLHGT aa• 6080 3900 II t� 4 IT- 2 I I I 4 rn _L I a i 2 1 I J I I b I I ! 4........ L _ WARDROBE 1 tr.11_irr I;I _._. S7 I 224120 _ I � L I MASTER BATH UNEN I I q II 9 II AT B II II II /0 II 11 _ W1CU HALL - II ATRIUM PLANTING II 101 - 11.09 11.09 II 11 • LAUNDRY ti II TFi I 1 II 12 _L -- CLOSET II 11 II II 11 I II 11 II II II J � II BED 1 I I I p -Q' I II II II STU I t1 II I I I II II n u 7 II O II � II ° II m II II II II I II I fl I r II II. 112-1 EXF_ I 1 113-1 EXF- I 6 Its rt II I I I 22,41.05 I' f 1 I I 1 I I F 1 N IV PROJECT TRUE NORTH NORTH � � I I 1 •1 1 I 1 I 1 1 1 I I 1 I I 1 1 1 1 1 IL NOTES - FLOOR PLAN: MOD - ALL ARE FACE STUD, U.O.N. F S - ALL DIMENSIONS 70 FACE OF STUD, U.O.N. D MENSIO ERN SEE DIMENSION SYMBOLS ON COVER SHEET - ALL HABITABLE ROOMS SHALL HAVE AN AGLAZING AREA OF NOT LESS THAN PERCENTGGREGATE BAREA OF SUCH H O U S E Rooms NATURALEVENTILATIO SMALLBE THROUGH WINDOWS, DOORS.LOUVERS OR OTHERAPPROVED OPENINGS TO THE OUTDOORAIR. SUCH OPENINGS SHALL BE ARCHITECTURE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM & DESIGN OPENABLE AREATO THE OUTDOORS SHALL BE 1265 Indiana Street 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. (R303.1 IN 2013 CRB SECTION 303) San Francisco Co. 9a107 P. 415.8W.8520 C. 415.596.7281 rllodernhou.(9fnao.com www.modornhoua...hit-M coo, EO AAA LEGEND - FLOOR PLAN: WALLTO MATCH EXISTING STRUCTURE C(N) f (E) WALL TO REMAIN UNALTERED OF CAU KEYNOTES Curt Cline Architect 00 CONSTRUCTION ASSEMBLIES WA4 (N) ONE -HOUR WALLASSEMBLY 3 CONCRETE 3.1 (N) CANTILEVERED CONCRETE WALL (S.S.D.) 8 OPENINGS 8.62 20 MIN. RATED, SELF -CLOSING DOOR 71 EQUIPMENT 11.01 36' INDUCTION COOKTOP 11.0324' DISHWASER 11.04 SINK DISPOSAL 11.08 as- COUNTER DEPTH REFRIGERATOR / FREEZE 11.09 Zr STACKED WASHER I DRYER 11.17 48' RANGE HOOD W1 FAN 8 LIGHT11.18 CUSTOM KITCHEN CABINETRY SYSTEM 22 PLUMBING 22.34.01 HIGH -EFFICIENCY WATER HEATER 22.41.01 KITCHEN SINK 22.41.02 FREESTANDING BATH MIXER g KANO SHOWER 22.41.05 HAND SINK 22.41.06 LOW -FLUSH TOILET (TYP.) 22.41.16 (E) HYDRONIC MANIFOLD 22" 18 HYDRONIC RADIANT HEAT BOILER 22.4, 1: RELOCATED HYDRONIC MANIFOLD 22.41.21 FREESTANDING THERMOSTATIC SHOWER W! RAND SHOWER 22.41.22 SHOWER PRESSURE BALANCE VALVE 26 ELECTRICAL 26.9 (N) GARAGE DOOR OPENER CONTROL �n I � - Cc. 4 15 The City ofBurdtngame ADDITIONAL COMMENTS FOR PUBLIC WORKS ENGINEERING DEPARTMENT PLAN REVIEW � K FOR BUILDING PERMIT N0lb - ©TS 6 Add the following'Public Works Notes' to the plans: /VWWYY ' PUSUC W ORKS NOTES s 1. Any work in the City rightof-way, such as street, sidewalk area, public easements, and utility easements, > Is required to obtain an Encroachment Permit prior to starting work. . Based on the scope of work, this is a SMALL Projectthat requires a Stormwater Construction Pollution 1 Prevention Permit This permit is required prior to issuance of a Building Permit An Initial field inspection is required prior to the start of any construction (on private property or in the public right-of-way). 3. Construction hours in the City Public rightof-way are limited to weekdays and non -City Holidays between 8:00 a.m. and S:00 p.m. This Includes constnxtion hauling. No storm waters, underground waters draining from any lot, building, or paved areas shall be allowed to drain to adjacent properties nor shall these waters be connected to the citys sanitary sewer system. These waters shall all drain to either artificial or natural storm drainage facilities by gravity or pumping regardless of the slope of the property. No rain waterfront roofs or other rain water drainage shall discharge upon a public sidewalk (except in single family area) per Municipal code section 18.0g.D90. No structure shall be built into Otys right-of-way. The property line on Tiburon Way is approximately ten feet (10) measured from face of curb. The Droject shall comply with the Citys NPOES permit requirements to prevent storm water pollution. All debris/garbage containers location shall be on property. in a situation where that is not possible. an encroachment permit is required from Public Works department for placing debris/garbage containers in public right-of-way. No wet garbage fluid shall enter public right-of-way or the storm drain system. It is the responsibility of the owner and/or contractor to notify Underground Service Alert (USA) at (east 488hourrs before the start of any excavation work- I.— W o Z Qa d W U 0 o zL I O :E f � R' Q Z Z CD y m CK _ 1 F- J Ln CV Y No � O�m N Y RECEIVED gg AUG 30 200p1L CITYUOf OPIRRGAME Revisions: PLANNING COMMI 1 12.1.2018 BY AK. n BUILDING COMME MAIN FLOOR PLAN (PROPOSED) SCALE: ASNOTED DATE: 11.8.2016 SHEET: A2 • 1 A IF 1 WEST ELEVATION (EXISTING) A3.2 SCALE:1/4' = V-m 2 WEST ELEVATION (PROPOSED) A3.2 SCALE: Ie4' = VC' 3.2 SCALE: 114' = P-0• a EAST ELEVATION PROPOSED A3.2 SCALE: 114- = V-0' WAD ELEVATION KEYNOTES 1 3/M1' ,IUMIUVING CLG. 00 CONSTRUCTION ASSEMBLIES MOD RA1 FLAT ROOF ASSEMBLY OUR (OVER(N) MEMBRANE ROOFING OVER TAPERED RIGID INSULATION R(E)RED 9MIN 1/AST 9MIN 1/B'fFi. OVER (N) OR (E) ROOF STRUCTURE OF)ERN RA2 PITCHED ROOF ASSEMBLY ASPHALTIC SHINGLE (ORAPPROVED EQUAL) 1 OF NEW BEAM OVER 2 LAYERS OF 15N FELT OVER (N) OR (E) ROOF 71/Z STRUCTURE HOUSE )ROOM WING CLG. WAI(E)EXTERIOR WALL ASSEMBLY REPLACE EXIST. WIDE GUAGE RUSTIC T111 W/ NARROW GUAGE SMOOTHT111 AND PAINT SEE ARCHITECT FOR COLOR ARCHITECTURE WA2 (N) EXTERIOR WALLASSEMBLY (SIDING) 2X4 STUDS AT 16' O.C. W/ 1/Y GYP. BRD. INTERIOR SIDE & DESIGN (SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR SURFACE TREATMENTS AND NARROW GUAGE SMOOTH T711 1265 Indiana Street (SEEARCHITECT FOR COLOR) San Fmncisca Ca. 94107 P. 415.800.8520 3 CONCRETE 0.416.596.7281 IISHED FLOOR 3.1(N) CANTILEVERED CONCRETE WALL(S.S.OJ modernnouse�mac.wm W ww. modemheu5-hItaCtS. I n 5 METALS 5.73.4 (N) STEEL BEAMS ABOVE ROOF (S.S.D.) BEAMS ARE ABOVE THE EXISTING ROOF DECK AND WILL CARRY THE ROOF LOADS TO POSTS IN THE WALLS. (S.S.D.) BEAMS ARE TO BE CLAD W/ SHAPED RIGID POLYSTYRENE FOAM AND WRAPPED OVER WITH CONTINUOUS WP MEMBRANE USED FOR (N) ROOF WATERPROOFING SYSTEM. 8 OPENINGS 1, 4M7' VING CLG 1.13.1 IN) SLIDING TEMPERED GLASS DOOR RI U L LA.1 ^ ^ ^ Brao - Q Curt Cline Architect 11 EQUIPMENT 11.19 CUSTOM OUTDOOR KITCHENETTE GHT OF NEW BEAM ++ L1 FINISH MATERIALS 1 COLOR :WTOM WING CLG W7 T&G WOOD SIDING, PAINT GRADE FLOOR ............_.-*-1A7RIUA(/LIVING CLG. Q...._....____.___ ,_9e HTOFN WBEAM 1 _..__._._.... 7-11 2 -� BEDROOM WING CLG. FLOOR W U Z } CDd ,:t w L) O 0 1 _ Z w r O M 0 Q �O O N DD Z 1 LL F N � OD O 0 N Y Revisions: A FLOOR PLAN REV ELEVATIONS SCALE: AS NOTED DATE: 11A2016 SHUT: A3.2