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11060013
COVERSHEET 11060013-P 10590 N TANTAU AVE W, � & ������|�|��E��������/�� ��W�S��������E0������ _RetardF.R. Fire a PTD. Painted Muuwcx||omsAND THE C0N0T0NSOFTHE CON5TRUCT0NCONTRACT, REGUNJ0N�OR0NANCE3'LAWS, ORDERS, APPROVALS, ETC.THAT ARE REQUIRED BY � � At ""' , /R � «emPm�|e 2 THEC0NTRACTDOCNNENTSARETHE|NSJRUMENT50FSER0CEANDSHALLRE�NNTHE PUB PU8UCAUTH0RTES,|NTHEEVENT0FCONFLCTTME$0STSTRN8ENT REQNRBNENTS S*«uC»mpc/.*EVU}REMENT3|NCLUDE'8UTAR[NOTUM|TEDT0THECURRENTAPpLCARLE ^ - ''-~ P.R. '"pr~°"'°v`upm,m PROPERTY0FTHEARCH|T[CTWHETHERTH[pR0JECTF0RyyH|CHTH[yAR[pR[pARED|S Eu||mw50RpU8UCAT0NS0FTHEFOLL0VwN80R0THE0N)SEN0TE0: ` EXECUTED0RN0T,THEC0NTRACTDOCUMENTSAREN0TTD8EV3EDByTHELAN0LORDORTENANT * o.F Square Feet ��Futurend �' Future Quarry Tile FOR OTHER PROJECTS OR EXTENSIONS TO THE PROJECT NOR ARE THEY TO BE MODIFIED IN ANY A. 2OO7CALIFORNIA BUILDING CODE (CBC) � ' F�V�� F�aVaiveCa�m, MANNER WHATSOEVER EXCEPT BYAGREEMENT |NVVR|T!NGAND VV|THAPPR0PR0JECOMPENSATION B, NATIONAL RREPR0TECT0NASSOC|ADONO8S7) , TO � 200C4UFORNNMECHANICAL CODE (CMq � n Property Line R.R Resilient Base l THE WORK WILL CONFORM WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, D �O C8UFDKNNPLUM8�GCODE (CPC) E. 2&8'CALIFORNIA ELECTRICAL CODE yCE[1 ABV. Above GC; GD. General Contractor Garbage Disposal R.C.P. R.D, Reflected Ceiling n CURRENT EDITION, AND THE REQUIREMENTS OF ALL OTHER AGENCIES HAVING JURISDICTION. F. AMR|CANNAO8NALSTANDARDS|NST|TUT[ A/C. ACOUS, Air Condition Acoustical4 , , General Roof Drain � � "ARCHITECT" G�CAUF0RN|AENERGY CODE (ENERGY EFF0ENCYSTANDARD�<EE� H.�TLE24AND THE CAUFORN|ASTATE BU|L0NGCODE A.D.Concrete Disabilities Act Reinforcedom `,r � 5 TY�NER^�EANSAPPLE |NC | AMERICANS VV}THD|SA8|UT|E5ACT ' ADDL,Additional GL. Glass � REM. Remaining ' � 1 L0CAL�UN|C|PAL0R0NANCE�ANDA�EN0NENT3TDTHEC0DES ADJ. Atstable G.N. General Note REQ. Required Resilient 8. "PROJECT MANAGER" MEANS CREGROUP; ~CONTRACTOR`MEAN8XLCONSTRUCTION A.F.F. Above finished Omx ` �� �m� Gmon 0 7. ^FURN|SH^MEANS SUPPLY 0NLY.FOR OTHERS TOPUT |NPLACE� J� A8BRE�AU0NSUSED |NREFERRING TDSTANDARDS THAT APPLY T0THE WORK |NCLUDE ' *,,. u�uom oa Board , BUT ARE THEF0�0VNNC� ' � APPROX.AP. Access Panel Anchor R� Reflected 8� lNSTAL[MEANS 3UPPUBD8Y0THERS'T0D[�3T�LLEUBYCONTRACT0R� A. AMER|CANSOCIETY FOR TESTING MATERIALS Hollow Core Head . 8, ^PR0V|DE^MEANS FURNISH AND INSTALL, COMPLETE AND |NPLACE. B. AMER|CAN|N3OTUTE0E-S TEEL CONSTRU CTION V|SQ"| C. mNER|CANWELDING SOCIETY bAUT0 Ama�n Header R.P. W. " l�S|M|LARM[ANSCOMPARABLE CHARACTE05T�SFOR COND0ON3NOTED. CONTRACTOR TO -ASPH D, AMER|CANCONCRETE INSTITUTE ,~,HDR. E. AMER|CANNAT|ONAL~ BEL, Board Below ardwood S, —� ---de South VERIFY DIMENSIONS ~~^~~'`~'''"'E'`"^"— F xxcn//�uyxx�p�mw MANUFACTURERS/ BLDG. BLK. Building Block HT. H.M. Hei ht Ho ow Metal S.C. Solid Core 11. 'TYPICAL" MEANS IDENTICAL FOR CONDITIONS NOTED. G. ALUMINUM ASSOCIATION, INC. (AA) HCONCRETE REINFORCING STEEL INSTITUTE (CRSI) BM. B.M. 13,0 Beam Brick Module Bottom Of HNDRL. HOR, Handrail Horizontal S,C.D. SCHED. Seat Cover Dispenser Schedule 1. NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS 1 2. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. VERIFY DIMENSIONS WITH FIELD CONDITIONS, IF (NAAMM) BOT. Bottom H.PT. H.R, High Point Handrail S.D, SECT. Soap Dispenser Section DISCREPANCIES ARE DISCOVERED BETWEEN FIELD CONDITIONS AND DRAWINGS OR BETWEEN J. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) BRKT. BRG. Bracket Bearing HR, H,V.A.C. Hour S,E.D. See Electrical Drawings INDIVIDUAL DRAWINGS, CONTACT THE ARCHITECT FOR RESOLUTION KNATIONAL WOODWORK MANUFACTURERS ASSOCIATION (NWMA) BRK. Brick H I' Ventilation, Air Conditioning ea"I S.F.P.D. . See Fire Protection Drawings BEFORE PROCEEDING, L. WOODWORK INSTITUTE OF CALIFORNIA (WIC) B.U,R. BSMT. Built-up Roofing Basement I.D. IN. Inside Diameter Dimension S.F. &H. Square Sgrinkler Head 13. HORIZONTAL DIMENSIONS INDICATED ARE TO/FROM FINISHED FACE OF CONSTRUCTION, EXCEPT AS NOTED, 35DETAIL DRAWINGS TAKE PRECEDENCE OVER DRAWINGS OF SMALLER SCALE, SHOULD THE C. Carpet INCAN. Inch Incandescent SHLF. S elf CONTRACTOR AT ANY TIME DISCOVER AN ERROR IN A DRAWING OR SPECIFICATIONS, OR A CAB. CAT. Cabinet Catepory INCL. Include(d) (ing) SHR. SHT. Shower Sheet 14. VERTICAL DIMENSIONS ARE FROM TOP OF FLOOR SLAB, EXCEPT WHERE NOTED TO BE FROM DISCREPANCY OR VARIATION BETWEEN DIMENSIONS ON DRAWINGS AND MEASUREMENTS AT SITE, OR LACK OF CB, Chal Board INFO. INSUL. Information Sim. Similar ABOVE FINISHED FLOOR, (A.F.F.). DIMENSIONS OR OTHER INFORMATION, HE/SHE SHALL REPORT AT ONCE TO CEM, Cement INT. Insulation SK. Sink THE ARCHITECT FOR CLARIFICATION AND SHALL NOT PROCEED WITH THE WORK AFFECTED CER C.G. Ceramic Comer Guard INTER, Interior Intermediate SL, S.L.D, Sliding See Landscape Drawings 15. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT UNLESS NOTED UNTIL CLARIFICATION HAS BEEN MADE. C.I. C.I.P. Cast Iron Cast in Place INV. J-BOX Invert Junction Box S.M, S.M.D. S,N, Stanchion Module See Mechanical Drawings Sheet Note 16, ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER 36. THE FINISHED WORK SHALL BE FIRM, WELL ANCHORED, IN TRUE ALIGNMENT, PLUMB, LEVEL, WITH SMOOTH, CLEAN, UNIFORM APPEARANCE WITHOUT WAVES, DISTORTIONS, HOLES, MARKS, C.J. Control Joint JAN, JST. Janitor joist S.N.D, Sanitary Napkin Dispenser ALIGNMENT. CRACKS, STAINS, OR DISCOLORATION, JOINTING SHALL BE TIGHT FITTING, NEAT AND WELL CLKG. CLO. Caugh 9 Closet JT. Joint SN.R. S.P.D. Sanitary Napkin Receptacle See Plumbing Drawings 1T CUT AND FIT COMPONENTS FOR ALTERATION OF EXISTING WORK AND INSTALLATION OF NEW SCRIBED. THE FINISH WORK SHALL NOT HAVE EXPOSED UNSIGHTLY ANCHORS OR FASTENERS SPEC. Specification WORK. PATCH DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHES. AND SHALL NOT PRESENT HAZARDOUS, UNSAFE CORNERS. ALL WORK SHALL HAVE THE PROVISION FOR EXPANSION CONTRACTION, AND SHRINKAGE AS NECESSARY TO C,IvLLL CNTR. Concrete Masonry Unit Counter KO. K.P. Knockout Kick Plate SQ. S'S. Square Stainless Steel 18. PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING PERFORMANCE PREVENT CRACKS, BUCKLING AND WARPING DUE TO TEMPERATURE AND HUMIDITY CONDITIONS, U'U. COL. Cased Opening Column L. Length S.SD S.SK See Structural Drawings Service Sink OF THE WORK. FIREPROOF NEW PENETRATIONS REQUIRED BY THE WORK AND EXISTING PENETRATIONS IN 37. ATTACHMENTS, CONNECTIONS, OR FASTENINGS OF ANY NATURE ARE TO BE PROPERLY CONC. CONF Concrete Conference LAB Laboratory Laminate STA. Station EXPOSED PLENUM AREAS. AND PERMANENTLY SECURED IN CONFORMANCE WITH BEST PRACTICE AND THE CONTRACTOR CONSTR.BD. CENT. Continuous LG Long STC STD. Standard IS IMPROVING THEM ACCORDING TO THESE CONDITIONS. THE DRAWINGS /u RESPONSIBLE ---- G/BACKING AND REINFORCING IN SHOW ONLY SPECIAL CONDITIONS CONTR. Contractor L.F. Linear Foot STIL. Steel PARTITIONS BEHIND ALL WALL MOUNTED ALL CONCEALED WOOD TO BE IRE._'-_, TO ASSIST THE CONTRACTOR: THEY DO NOT ILLUSTRATE EVERY SUCH ~~.~...AND CORR, CPT. C.R Corridor Carpet Cold Rolled LKR. L.PT. LT. Locker— Low Point Light STR. STRUCT, STRL. Structure Structure/ Structural 20. MAKE ALL NECESSARY PROVISIONS FOR ITEMS TO BE FURNISHED OR INSTALLED BY TENANT. 38. THE C.T. Ceramic Tile LT,FIXT, Light Fixture SUSP. Suspend(ed) PROVIDE PROTECTION FOR THESE PROVISIONS UNTIL COMPLETION OF THE PROJECT, GENERAL THE SITE. THE CONTRACTOR AND SUB -CONTRACTORS SHALL COORDINATE THE LAYOUT AND CTR. �mxEXACT Center CONTRACTOR TO COORDINATE ^ ' - LOCATION OF ALL PARTITIONING, DOORS, ELECTRICAUTELEPHONE OUTLETS, LIGHT ^=� ' Curtain wall Millimeter Sy� S,Y, Square ^' ` ,/.�'� 2l. SHALL C0�PLY��H�l�A�EBU&0NGREqU�E�ENT5AmDDES�NCR�[R� SWITCHES AND THERMOSTATS °"'"THE ARCHITECT � THE r�L»BEFORE '«»cEE»�s«w/n DBL. Double �MM MAINT. Maintenance�~=" ".� ~ � ' ^ `CONSTRUCTION.— ' DEPT, De artment MAT. Material T. '�� Tread `SHALL__ � = THE CONTRACTOR D.F. Drinking Fountain MAX Maximum T& G. ' _'^ CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS AS SHOWN BEFORE CLEARANCES FOR ACCESSIBILITY OF EQUIPMENT AND MECHANICAL AND ELECTRICAL SYSTEMS. DIA. Diameter M,D.F. Medium Density Fiber Board T,B. Tongue and Groove`,�� Towel Bar` ` . -------'--'—^^^^^~'�~^^~'~^=,'^°" =~'°°"°uoc*Cn�xu/ CONTRACTOR Sn*uvEmrY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL DIM. DISP, Dimension Dispenser MECH. MEMB, Mechanical T.B.D To Be Determined` �` _pxNRTDRELATED WORK BE�G5TARTED 'MECHANICAL,_ T_-__--ELECTRICAL, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT (TO D.N. Demountable Door Note MEP '� Membrane P�mb�g T.C. _op of ConcreteDMT. ' z� ���-------�—_-- INCLUDE--''^^^~~~' WORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION.~..~�". ENANCE OF ABOVE EQUIPMENT ARE PROVIDED, NO ALLOWANCE OF Down MFR. Manufacturer TEMP. ��' empered TELEPHONE, ELECTRICAL, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL ANY KIND WILL -----�—''` ~^~~""°^'""".`"","""accmm�amo D.O. Door Opening Manhole '�� DF�S�u[�GMECHANICAL, EQUIPMENT INTO POSITION INSIDE STRUCTURE. D.P, _PDN. Dimension oint ,� _ MAINTENANCE OF ALL ABOVE EQUIPMENT ARE PROVIDED. WHAT ELEMENTS ARE mBE EXPOSED ORDR. ' DRN Door Drain MID, MIN. Middle Minimum T.O. T.O.C. op Of op of CurbDS. `^'' ��/������0��P����� � �W����IN CONSTRUCTION ——-'-- DEFICIENT REQUIREMENTS D.W Downspout Dishwasher MIRR. Mirror , T,O.CONC. Top of Concrete�' rxv���uxw"� ` � OF DRAWINGS AND SPECIFICATIONS DWG, Drawing misc. M.O Miscellaneous Masonry Opening T.O.P, Top of ParapetISCOVER ' Z� NOT USED ` ARCHITECTS'—''~~'.'~~ OR TO POINT OUT DEFECTS OR DEFICIENCIES DURING MTD��� NOR WILL � - INSPECTORS — ON '----'--^`^`~~'`~'~` D�R Dmmm�' �;��` � T.O.W. � ':op of Wall �G��������B��S���E���� FR0�RESP���B0TYF0R�CONSTRUCTION, ���p���~�RING OF E. East Existing N. (N) North New ��� Ho der ' ���RN���C00��B��'��E�A�C�0���THEB�E80�� —'GUARANTEES-'----'~L~^~~' ``~``CONFORMING ,,""THE Each N.LC. Not In Contract � T.V. ^ 2� NOT USED �NTENT0FC CONTRACT. �m»/ m« /wwunExpxxxxLURF�ALSHAL BECONSTRUED ASAN EJ.F.S. Exterior Insulation Finish System Package �. Top of Wall ACCEPTANCE 0FDEFECTIVE WORK 0KIMPROPER MATERIALS. E.J. EL ELEC. Expansion Joint Elevation Electrical NO. NOM, Number Nominal27 nP Typical ALL GLASS AND GLAZING USED |NTHIS PROJECT SHALL CONFORM TDREQUIREMENTS OF 41. MATERIALS AND WORKMANSHIPSPEC|F|EDBYREFERENCETONUMBE�SYM8UL�TLE0F ELEV. Elevator w�/��� nmTo Scale U.C. B Under Counter :u*nE*z». � me7UBCANDALLFEDERALR8lU|REN�NT3 — A3PEC|RCAT0NSUCHASCOMMERC�L3TANDARD3.F[DERALSPE�F�ATmN� TRADE EMER. Emergency Enclosure O.A. Overall U.L. Underwriters Laboratory28 USED ASSOCIATION STANDARD, � ENGR. Engineer O.C. On Center Outside Diameter UNF, Unfinished Unless IN LATEST EDITION OR REVISION THEREOF AND WITH ANY AMENDMENT OR SUPPLEMENT ��rENCL. omr/��|h�U�'' ��|��—~'—~`'`~~` 29 NOT THERETO ovEFFECT m»DATE u'ORIGIN om/noPROJECTS CONTRACT DOCUMENTS. SUCH EpD� � STANDARD, EXCEPT AS MODIFIED HEREIN, SHALL HAVE FULL FORCE AND EFFECT AS THOUGH EQ. elastic plastic Nual'� OFL. 01.0.1. Overflow Leader Owner Furnished Owner�sm|hd VAR. Varies 30. CONTRACTOR T0[0LL0VVMANUFACTURER'3RECOMMENDED 3PEC|F|CAT0N3ANDEQPT. PRINTED |NCONTRACT DOCUMENTS � / Equipment Dissipative� OFF, Office nT�« INSTALLATION PROCEDURES. |FTHESE ARE CONTRARY TOTHE CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY THE ARCH�EC�|NVVR|T|NG!MMEDNTEL�T0RESO�EDISCREPANCIES 42 NOT USED EXR ElectricalExpansionW-___- Opposite ' Vertical - PR|0RTOPROCEED|NG 43. C0NTRACT0RSKALL0HnERANDSCHEDULEDEUVERYOFMATER�LS{NNNPLET|MET0 ���f o Existing� ' D � Oriented Strand �a� �Volume Jl� EXERC|SEEXTRE�ECXREANDPRECAUT0NDURiNGC0N5TKUCT000rTHEyyOKKT0�|N|�|ZE AVD0DELAYS «NCONSTRUC�0N.|FANITEM |SFOUND T08[UNAV�LA8LE'C0NT�JTVR �«|� [m«�� � ���� Veneer Plaster 0STUR84NCE�T0&D]ACENT3TRUCTURESANDTHE}R0CCUpANTSpR0pERTypU8L� SHALL m»|»vARCHITECT |MMEDNJELYT0ALLOW ARCH�ECTAREASONABLE AMOUNT OFTIME F. Fabric u� O�S] Ounce 0�m�eh5m�/]oi� ' ' THOROUGHFARES, ETC. CONTRACTOR SHALL TAKE PRECAUTIONS AND /E RESPONSIBLE' F0RTHE nO3ELE�TAREA30NABLESUB3T�UTE . F.A. Fire Alarm�� Floor Drain OR Fire Damper Paint 5�E��AK�|��G0%��F0��N8�UC����E�RB � 44. |FATANY�MEBEFORE COMMENCEMENT OFWORK, 0RDUR�GPROCESS THBRE0� F.E. Fire Extinguisher P.C. �v�q pmc��Cnncrmo .WC Water Closet az. VVRH|NF|VEVVDAY8FKOMC0NTRACTDATE PREPARE&SUBM>TANEST|MATEDPROGRES3 CONTRACTORS METH0 � FOR F.H. Fire Extinxisher Cabinet endicular � =u SCHEDULE FOR THE NmRKVNTHSUU'SCHEDULE'OF SECURING QU8L|^~Vr^~~'~'~`^"""''"="^�»««co»crr/vo"/u«/m»n'«ur«m/� DOCUMENTS0NN[Rnu^mo««//««�TE0FPR0GRE�S|NTENDED8YC0NTRACT ' wm'»«»�«com/pmCr0RT0|�pROVETHE|R0UAUTyOR|NCR�A�E FM.C. .~.x..`F.EC. Flat Hea OR Full Fire Hose Cabinet PL, Plate vvuxv �^ RELATED ACTIVITIES PROGRESS. THE|REFF0ENCyTH|SW|LLN0TKEUEVEC00TRACT0RORH|85URET|ESFn0MTHE|R FII\L Finish RLAM. Plastic LaminateFlooring , OBLIGATIONS T0SECURE QUALITY 0FWORK AND RATE 0FPROGRESS SPECIFIED |NCONTRACT, FIXT FL./FLR. Fixture Floor PLAS. Piaster W/o Without Fluorescent POL Polish2 W.R, Water Resistant FM, Factory Mutual RM. Panel Module WSCT. Wainscot F.O.F.FLUOR, F,O Face of Concr ������~^ PR. ����7 Pair Precast �»m���ra�c SYMBOLS VICINITY FO.S. Face of Stud PT. Point PLAN A INDICATES DRAWING NUMBER A INDICATES DRAWING NUMBER SUBGROUP Al SUBGROUP BUILDING SECTION INDICATES SHEET NUMBER ROOM NAME & NUMBER INDICATES SHEET NUMBER Sim INDICATES DRAWING NUMBER Room nale— INDICATES ROOM NAME A101g INDICATES SHEET NUMBER =-- INDICATES ROOM NUMBER 150 SF — INDICATES ROOM AREA WALL SECTION DOOR NUMBER — Sim L_qL: INDICATES DRAWING NUMBER INDICATES DOOR NUMBER INDICATES DOOR TYPE DETAIL KEY INDICATES SHEET NUMBER WALLTAG INDICATES DRAWING NUMBER INDICATES PARTITION TYPE INDICATES PARTITION FIRE RATINC INDICATES SHEET NUMBER z� STUD SIZE KEYNOTE ADDITIONAL NOTE PARTITION TAG INDICATES KEYNOTE REFERENCE, SEE KEYNOTE 19 LEGEND ALIGN SUPPLEMENT NARRATIVE TAG INDICATES BUILDING ELEMENT ALIGNMENT APPLE TA3 = MAC OFFICES �N���� �� ���� ������� ������"���������� CUPERTINO CA95014 ISSUED FOR DEMOLITION PERMIT MAY 23,2011 SHEET INDEX - GENERAL Ln LU GO,00 - PROJECT DATA GO.00 COVER SHEET GO.10 CONSTRUCTION BEST MANAGEMENT PRACTICES SHEET G2.00 ACCESSIBILITY DIAGRAMS LA1.21 I DEMOLITION/ EXISTING CONDITIONS Of APP, th The eta " Pulkif " or state aiv PEM111'r No, CONTRACTOR XL CONSTRUCTION TOM0PENHAGEN 80BUCKEYE CT. M|LPOA3'CA950J5 | T:408,592204h | PROJECT INFORMATION PROJECT NAME: APPLE - TANTAU 3, MAC OFFICES PROJECT ADDRESS: 10590 N. TANTAU AVE. BUILDING DESCRIPTION OCCUPANCY GROUP: B - OFFICES NUMBER OF STORIES: 1 (EXISTING) AUTOMATIC FIRE SPRINKLERS: YES TYPE OF CONSTRUCTION: TYPE V-B (PER 2010 CBC, TABLE 503 WITH AUTOMATIC SPRINKLER INCREASE) REMODELED FLOOR AREA: 21,770 SQ. FT. PROJECT DESCRIPTION TEANT IMPROVEMENT OF OFFICES WILL BE UNDER SEPARATE PERMIT. THE SCOPE OF WORK FOR THIS PERMIT WILL BE LIMITED TO DEMOLITION ONLY AND WILL INCLUDE THE DEMOLITION OF SOME NON-STRUCTURAL WALLS, CEILINGS AND FINISHES, DEMOLITION OF MECHANICAL, ELECTRICAL AND PLUMBING ARE NOTED IN THIS DEMOLITION PERMIT. APPLICABLE CODES AND REGULATIONS A. 2010 CALIFORNIA BUILDING CODE (CBC) B. NATIONAL FIRE PROTECTION ASSOCIATION (1997) C. 2010 CALIFORNIA MECHANICAL CODE (CMC) E. 2010 CALIFORNIA ELECTRICAL CODE (CEC) F. AMERICAN NATIONAL STANDARDS INSTITUTE G. 2010 CALIFORNIA ENERGY CODE (ENERGY EFFICIENCY STANDARDS) (EES) I-L TITLE 24 AND THE CALIFORNIA STATE BUILDING CODE (2010) 1. AMERICANS WITH DISABILITIES ACT J. LOCAL MUNICIPAL ORDINANCES AND AMENDMENTS TO THE CODES ~ COPYRIGHT @ 2010 by STUDIOS architecture STUDIOS architecture 10590 Tantau Avenue Cupertino, CA 95014 Revision Schedule No. Date Description ISSUED FOR: DATE: ISSUED FOR DEMOLITION PERMIT 05.23.2011 NO. C-015925 011 COVER SHEET N 2 9i Me In the Santa Clara Valley, storm drains flow directly to our local creeks, and on to San Francisco Say, with no treatment Stonn water pollution is a serious problem for wildlife dependent on our waterways and for the people who live near polluted streams or baylands. I d F n S thb r t a e r Fr ancisco 1 t d y h 0 In rin a P ix toper management of construction sites redoC ces Pollution significantly. This sheet summarizes the "Best Management Practices", (8MPs) for storm water pollution pre evention. ORDINANCE OF THE CITY OF CUPERTINO FOR NONPOINT SOURCE POLLUTION & WATERCOURSE PROTECTION: Chapter 9.18 9-18-040 Discharge into the stonn drain prohibited it is unlawful to discharge, or cause, allow, or permit to be discharged into any storm drain or natural outlet or channel all waste, including but hot restricted to, sewage, industrial wastes, Petroleum products, coal tar or any refuse substance arising from the manufacture of gas from coal or petroleum, chemicals, detergents, solvents, paints, Contaminated or chlorinated swimming pool water, Pas herbicides and fertilizers. 9.18.090 Violation Any person Who violates any provision of this chapter is quitty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1.12 of this code 9.19-100 Civil penalty for violation Any person who violates any provision of this chapter or any provision of any permit issued pursuant to this chapter shall be civilly liable to the City in a sum not to exceed the amounts provided for in Government Code Section 64740 and/or 54740.5 [up to $25,000 per day per violation]. The City may petition the Superior Court pursuant to Government Code Section 54740 to impose, assess and recover such sums. The civil penalty provided in this section is cumulative and not exclusive, and shall be in addition to all other remedies available to the city under State and Federal law and local ordinances. Funds collected pursuant to this section shall be paid to City's Environmental Management Account. 9.19-101 Civil penalty for Illicit discharges Any person who discharges pollutants, in violation of this chapter, by the use of illicit connections shall be civilly liable to the City in a sum not to exceed twenty-five thousand dollars per day per violation for each day in which such Violation occurs. The City may petition the Superior Court pursuant to Government Code Section 54740 to impose, assess and recover such sums. The civil penalty provided in this section is cumulative and not exclusive, and shall be in addition to all other remedies available to the City under State and Federal law and local ordinances. Funds collected pursuant to this section shall be paid to City's Environmental Storm Management Account. Cupertino Building Dept: 408-777-3228 Public Works Dept: 408-777-3364 Santa Clara County Recycling Hotline: 800.533-8414 www,raductwasto,ora wWM(.recXcle§tuff.com Small Business Hazardous Waste: 408-299-7300 Cupertino Sanitary Sewer Distr 1 408-263-7071 Santa Clara Valley Urban Runoff Pollution Prevention Prgrn 800-794-2482 State Office of Emergency Services 1-800-852-7560 (24 hrS) Report spills to 911 ArrKk) Vh]L) BY: RALPH QUALLS, JR. RCE 22046 9-31-f5 DATE 1 DIRECTOR OF PUBLIC WORKS General Good Housekeeping Practices U Designate one area of the site for auto perking, lawshiwye refue" ng, and routine Landscaping, Construction equipment maintenance. The designated area should be well from streams and Site or storm drain Inlets, bermed If necessary. Make major repairs, off she. Q Gardening, TO Prevent off-ske backing of dirt provide entrances with and !yam l Supervision stabilized aggregate surfas. Or Provide a tire wash area. U K"P materials out of the min - prevent runoff Maintenance Storm Drain Pollution from contamination at the source. Cover exposed plies of $011 Or Construction materials with plastic sheeting or Construction Activities temporary roofs. Before it rains, sweep and remove Landscapring)Garden Maintenance Constructions' are common sourest of storm materials from surfaces that dram to storm drains, creeks, or channels.❑ Protect stockpiles and landscaping materials water pollution. Materials and wastes that blow or wash Into a storm drain, gutter, or street have a E3 Keep pollutants off exposed surfaces. Place trash from wind and rain by storing them under tarps, or secured plastic sheeting. direct impact on local creeks and the Bay� cans and recycling receptacles around the site to minimize litter. ❑ Schedule grading and excavation projects As a contractor, or site supervisorowner or operator of a site, you may be responsible ❑for E3 Clean UP Isaks, chips and other spills Immediately during dry weather, any environmental damage caused by your subcontractors or employees. so they do not contaminate sots or groundwater or leave residue On Paved surfaces. Use dry cleanup Use temporary check dams or ditches to divert runoff away from storm drains. ' General Principles methods whenever possible, If you must use water, use just enough to keep the dust down, U Protect storm drains with sandbags, gravel - filled U Keep an orderly site and ensure good U Cover and maintain dumpsters. Place clumpsters bags, straw wattles, or other sediment controls, housekeeping practices are used. under roofs or cover with tarPs Or Plastic sheeting secured around the outside Ofthe clumpster. Never E3 Re -vegetation is an excellent form of erosion E3 Maintain equipment properly. clean note dumpster by hosing it down on the control for any site. E3 Cover materials when they are not in use. Construction site, 0 Place portable toilets away from storm drains. Makt L3 Store pesticides, fertilizers, and nth r chemicals Indoors or in a shad or .starege L1 Keep materials away from streets, storm sure Portable toilets are In good working order. Check cabinet. drains and drainage channels, frequently for leakS, L1 Use Pesticides sparingly, according to E3 Ensure dust control water doesn't leave site or MaterialslWaste Handling inon the label. Rinse empty discharge to storm drains. containers, and use rinsewater as product. Advance Planning To Prevent Pollution L1 Practice Source Reduction - minimize waste when You order materials. Estimate carefully, Dispose of rinsed, empty containers In the trash. Dispose of unused pesticides as L3 Schedule excavation and grading activities Cl Recycle excess materials, whenever possible, such hazardous waste. ford weather periods. To reduce soll erosion, plant temporary vegetation or plate other erosion as concrete, asphalt, scrap metal, solvents, clegreasers, cleared vegetation, Paper, tock, and E3 In Cupertino, residents with curbside recycling can collect lawn, garden and tree trimmings in controls before rain begins. Use the Erosion and Sediment Control Manual, available from the vehicle maintenance materials such as used oil, antifreeze, batteries, and tires: yardwaste totem. Yardwaste will be collected and composted by the city's contractors, Regional Water Quality Control Board, as a reference. y&Wred—uce - ste.ga for info. Residents are encouraged to compost Ll Control the amount of runoff crossing your site Cl Dispose Of all wastes Properly. Materials that yardwaste an -site themselves. Or take yardwaste to a landfill where it will be (especially during excavationl) by Using berms or temporary or Permanent drainage ditches to cannot be recycled must be taken to an appropriate landfill or disposed of as hazardous waste. Never composted. divert water flow around the site. Reduce bury waste materials or leave them in the street or near a creek or stream bed. L1 Landscape contractors should take clippings and pruning waste stormwater runoff velocities by constructing temporary check dams or berms where Permits to a landfill that composts yard appropriate. LI Train Your employees and subcontractors. El In addition to beat grading and building permits, you will need to obtain coverage under the State's waste (BFI's Newby Island and Zenker Rd. landfill are the nearest The city can provide brochures about these General Construction Activity Stormwater Permit if Cl. Do not blow or rake leaves Into the Street. Issues for you to distribute to workers at your construction site. Inform your subcontractors Your construction site's disturbed area tolate, 6 acres or more. Information on the General Permit about the stormwater requirements and their can be obtained from the Regional Water Quality own responsibilities. Use Blueprint for a Clean Say, a construction best management practices Control Board. (This criteria Will change to one acre as of Mar. 2003,) guide available at our Building Dept. counter. Storm Drain Pollution from Landscaping and Swimming Pool Maintenance Many landscaping activities expose snits and increase the likelihood that earth and garden chemicals will run off into the storm drains during irrigation or when it rains, Swimming pool water containing chlorine and cOPPer-based al9aeckles should never be discharged to storm drains. These chemicals are toxic to aquatic life, PoollFountainlSpa Maintenance Draining pools or spas When its time to drain a Pool, Spa, or fountain, please be sure to call the Cupertino Sanitary District before you start for further guidance on flow rate restrictions, backflow prevention, and handling special cleaning waste (Such as add wash),. Discharge flows should be kept to the low Higher flow rates may be Prohibited by local ordinance, U Never discharge pool or spa, water to a street Or Storm drain; discharge to a sanitary sewer cleanout El If possible, when emptying a pool or spa, let chlorine dissipate for a few days and then recYcle/reuse water by draining It graduall) Onto A landscaped area. E3 Do not use copperbased algaecides. Control algae with chlorine or other alternatives, such as sodium bromide. Filter Cleaning U Never clean a filter in the street or near a storm drain. Rinse cartridge and diatomaceous earth filters onto a dirt area, and spade filter residue into soil, Dispose of spent diatomaceous earth in the garbage, if there Is no suitable dirt area, call Cupertino Sanitary for instructions on discharging filter backwash or rinsewater to the sanitary sewer, COPYRIGHT @ 2010 by STUDIOS architecture STUDIOS architecture 405 HOWARD STREET, SUITE 588 -SAN FRANCISCO, CA 94105 - 415,398.7575 to 10590 Tantau Avenue Cupertino, CA 95014 Revision Schedule No. Date Description Eafth-MovinDewattiring H,:.,Iv y ACtivities Operation s E,1:quipm ent Storm Drain Pollution Storm Drain Pollution From Dewatering Activities Stormwater Pollution Contaminated groundwater is a common problem in from Earth-Movilig Activities the Santa Clara Valley. Depending on soil types and . from Heavy Equipment on ISSUED FOR: DATE: site history, groundwater pumped from construction Construction Sites Sites May be Contaminated with toxin (such as oil or Poorly maintained vehicles and heavy Sol] excavation and gracting oper�afions loosen large Solvents) or laden With sediments. Any of these eq amounts of soil that can flow or blow into storin pollutants can harm wildlife In Creeks or the Say, or g! . ment that leak fuel, oil, antifreeze or drains when handled improperly. Sediments in runoff interfere with wastewater treatment plant operation. 0 at fluids on the construction site are can dog storm drains, smother eqUafic life, and Discharging sediment4aden water from a common sources of storm drain pollution, destroy habitats In creeks and the Bay. Effective dawatering eft Into any water of the state Prevent spills and leaks by isolating erosion control practices reduce the amount of runoff without treatment is prohibited. equipment from runoff channels, and by crossing a site and slow the flow with check darns -.+-[,; - I Or roughened ground surfaces. 1 - Check for Toxic Pollutants -w r leaks and other maintenance Problems. Remove construction equipment from the site as soon as possible. 13 Check for odors, discoloration, or an oily Practices Duling Constmictfon, sheen on groundwater. Site Planning and Preventive Vehicle U Remove existing vegetation only when Q Ask your building Inspector whether the groundwater must be tested. Maintenance absolutely necessary. Plant temporary vegetation for erosion control on slopes or 0 It contamination Is suspected, have the C1 Designate one area of the construction site, well away from streams Of Storm drain Inlets, for auto where Construction is not immediately planned. water tested by a certified laboratory. and equipment parking, refueling, and routine U Protect downstope drainage courses, 0 Depending on the test results, you may be allowed to discharge pumped groundwater to vehicle and equipment maintenance. Contain the area with berms, sand bags, or other streams, and storm drains with waffles, or the storm drain if no sediments present) or barriers. temporary drainage swales. Use check dams or sanitary sewer. OR, you may be required to El Maintain all vehicles and heavy equipment. ditches to divert runoff around excavations. collect and haul Pumped groundwater off -site Inspect frequently for and repair leaks, Refer to the Regional Water Quality Control Board S Erosion and Sediment Control Field for treatment and disposal at an appropriate treatment facility. ❑E3 Perform major maintenance, repair jo a apjd vehicle and equipment washing off-sl her Manual for proper erosion and sediment control 2. Check for Sediment Levels cleanup is essjer� Z6 measures, Ll fifth @ water Is clear, the pumping time is less Ll If you in ust drain and replace motor oil- di tO4 ca L3 Cover stockpiles and excavated soil with than 24 hours, and the flow rate is less than 20 coolant, or other fluids on site, use dr a secured tarps or plastic sheeting. gallons per minute, after receiving the approval of the city Inspector, you may be allowed to drop cloths to catch drips and spill 0 so all spent fluids, store in separate In 4 5' 5- ty, Pump water to the street or storm drain. cont properly dispose as hazardous waste Y Is 9� A 3S E3 if the Pumping time Is more than 24 hours whenever possible). 0 5 10 and the flow rate greater than 20 call 14 Ll Do not use diesel off to lubricate eq ip� 1 '0 ❑gpm, u 2- JJ - U,* Cupertino Sanitary, 253-7071, for guidance, Parts, or clean equipment. Use only W I r E3 If the water Is not clear, solids must be any onsite cleaning, I i� - filtered or sallied out by pumping to a settling E3 Cover exposed fifth wheal hitches a d I er tank prior to discharge, oily or greasy equipm ent during rain a a is C. Options for filtering include: Spill Cleanup 6 E 7 V -1`15 Pumping through a perforated pipe sunk part way into small pit filled with gravel; ❑a Ll Clean UP Spills immediately. Z' 5 0 Pumping from a bucket placed below E3 Neve r hose down "dirty" pavern ent or FT water level using a submersible pump; impermeable surfaces where fluids he a P led'. Pumping through a filtering device such Use dry cleanup methods (absorbent materials, cat litter, and/or rags) whenever as a swimming pool filter or filter fabric possible and property dispo-e of -- k The propert1u, owner and the contractor share ultimate responsibility for .y the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. rY Applo%ration Of Solvents and point Removal Adhesives U dry stripping and send bissfing may be Swept up or Collected 41 plastic &OP Cloths and disposed of as trash. Roadwoffrik, an -02 Pnv* g U Chemical Pstrit stripping residue, and chips and dust from marine paints, or points General Business Practices Containing lead, mercury or tributyf tin must be disposed of as hazardous Wastes. Lead ❑DMIOP and imPlernefit eras 'meat based Paint removal requires 8 state -certified contractor. control Plans for Macifty embarknents. ❑ schedule excavation and grading work during Cl When shipping or cleaning building exteriors dry weather. with high-pressure water, block storm drams, Direct Washwater onto a dirt area and spade ❑ Check for and repair leaking equipment into SOIL Or, Check with Cupertino Sanitary ❑ P&ibtm major equonent repairs at District to find out Wyou can MOP Of vacuum the waShwiter and dispose of it in a Sanitary designated areas in your maintenance yard, where Cleanup is easier. Avoid Performing sewer drain, Sampling Of the washwiter may be required, equiPinert repairs at COnstruction sites. U Washwater from painted buildings 6J Wheri refueling or when vehicharequipment Handling Paint Products constructed before 1978 can ocirrtain high Maintenance must be done on site, designate a Cl Keep all liquid Paint Products and wastes from amounts of Lead, even If pain Chips are not Present Before You begin Shipping paint or location away from storm drains and creeks. L3 Do not use diesel 04 to lubricate equipment VWSY the gutter, stmet,,4oaid storm drains. cleaning pre-1978 building exteriors with water Under high Pressure, W Point for lead by parts or dean equipment taking paw sompinga to a local (Sae Yellow Pages for U Recycle used oil, Concrete, broken asphalt etc. Painting a state -certified whenever possible, or dispose of properiy, Cleanup laboratory-) (www recycle" 00m for list Of recycling • Never clean brushes or fines, paint Ll It there is loose paint on the buildrig, or If the ComParlies-) containers Into a Stmet; gutter, Storm dram, Paint tests positive for lead, block shim French drain, or creek. drains. Check with CuPsithe Sanitary District • For water -based paints, paint out brushes to to determine whether you may discharge water to the sanitary Sewer, or if you must send it AsphaWOI)ncrete Remiovaf the extent possible, and wise into an Inside sink drain that goes to the sanitary sewer. oftsite for disposal as hazardous waste, U Avoid Creating excess dust when breaking asphalt E3 For oll-based paints, Paint out trushes, to the extent possible and dean with thinner or Paint Disposal, Return or Donation or Concrete 0 After breaking up old pavement be sure to solvent Filter and reuse Iti miners and Solvents, where possible Dispose of excess liquids and Ll Dispose of unwanted liquid paind, thinners, solvents, glues, and dearring fluids as remove aft chunks and pieces Make sum broken pavement does not Come in cortact residue as hazardous waste, hazardous waste (can the Small Business with rainfall or runoff. i Ll When thoroughly dry, on" paint cans, used Hazardcus Waste Pigm: 299-7300). U When making saw cuts, use as little water as baishes, rags, am drop cloths may be U Or Return to supplier. (Unopened cans of paint possible. Shovel or vacuum sawcul slurry and disposed of as garbage, may be able to be returned. Check with the remove from the site• Cow or protect storm vendor regarding its -w*back' policy) "n inlets during saw -culling- S-ep up, and Ll Donets excess pami (call 2w?30D to donate:) r"I Property dispose of, all residues, -Y—P, never 11101110 down streets to dean up tracked dirt Use a Street Sweeper or vacuum buck DO not dump vacuumed fiquor in storm drams, -.7- 11110 IliI rl i Oft rao �AGE MENT PRACTI Storm Dmin Pollution from Roadwork Road paving surfacing, and pavement removal hq)w right in the street where there are numerous opportunifiesIbrasphak saw-culstuny, or excavated malenW to Illegally enter storm drans, Extra PlanIft is required to store and dispose of materials properly guard against pollubom of storm &arm, creeks, and the Bay Muting Construction Ll Avoid paving and seat coaling, in wet weather, or when ran is forecast, to prevent fresh materials from contacting stormwater runciff, L3 Cover and sew catch bealne and Manhole, when applying seat coal, slurry a", fog seat, or sirrilar materials, Ll Protect drainage, ways by wring earth cokes sand bags, or other controls to covert or trap and filler runoff. CJ Never wash excess material it= exposed - aggregate COniciele or sirrolar treatments into a street or storm drain. Collect and recycle, or dispose to dirt am L3 Cover stockpiles (aspfuK said, etc,) and Othsf construction Materials with plastic tarps. Protect from rainfall and prevent runoff with ternl)Orary� roofs Or plastic sheets and berm Ll Park paving Machines over chip pam or absorbent material (cloth, rags, etc.) to catch chips when not in use. Ll Clean up all wHis and peaks using "dry' Methods (with abscirbent� materials and/or rags), - cog up, remove, and property dispose of contaminated soil. E3 Collect and recycle or appropriately dispose of excess abrasive gravel or sand, M. Ll Avoid over- aPPoceficiri by water trucks, for dust Control, wrapped around end of suction pipe. matenals. r an LI When discharging to a storm dram, protect (3 Sweep upspilled dry materials immediately. the inlet using a barrier of burlap bags filled with drain rock, or cover Intel with fitter fabric Never attem pt to "wash them away" with water, or bury them. anchored under the grate. OR pump water through a grassy Swale prior to discharge. Ll Use as little water as possible for dust control. Ensure water used doesn't leave slit or discharge to storm drains. Clean up spills on dirt areas by digging up and properly disposing of contaminated soil, a I.for significant spills During Construction 0 If the spill poses a significant hazard to Fresh Concrete Ll Don't mix up more fresh concrete human health and safety, property or the or Cement environment, you must also report It to the ft so than you will use in a two-hour period. and Morta, State Office of Emergency Services. Ll Set up and operate small mixers on tarps or heavy Plastic drop cloths. Application iiiioe_ Ll When cleaning up after driveway or sidewalk construction, wash fines onto dirt areas, not drain. down the driveway or into the street or storm Storm Drain Pollution from ISSUED FOR DEM - OLITION PERMIT 05.212011 El Protect applications of fresh concrete and mortar from rainfall and runoff unfit the material has dried. Q Wash down exposed aggregate concrete only when the washwater can (1) flow onto a dirt area, (2) dram onto a berated surface from which it can be pumped and disposed of Properly, or (3) be vacuumed from a catchment created by blocking a storm drain inlet If necessary, divert runoff with temporary berms. Make sure runoff does not reach gutters or storm drains. ❑ General Business Practices When breaking up pavement be sure to pick UP all the pieces and dispose of properly, Recycle large chunks of broken concrete. see Q Wash out concrete mixers only in designated EMEIMMM100te-oril for info on facyclers, washout areas in your yard, ,away from storm Ll Never bury waste material, Dispose of small drains and waterways, where the water will flow into a temporary waste pit in a dirt area. Let amounts of excess dry concrete, grout, and Mortar in the trash. water Percolate through soil and dispose of settled, hardened concrete as garbage. 0 Never dispose of washout into the street, Whenever possible, recycle washout by storm drains, drainage ditches, or streams, Pumping back into mixers for reuse. Ll Wash out chutes onto dirt areas that do not flow to streets or drains. 0 Always store both dry and wet materials under cover, protected from rainfall and runoff and away from storm drains or waterways. Protect dry materials from wind. Ll Secure bags Of cement after they are open, Be sure to keep wind-blown cement powder aivaY from streets, gutters, storm drains, rainfall, and runoff. ❑ Do not use diesel fuel as a lubricant on concrete forms, tools, of trailers. Cr ]J7 Cr ET. q P1 0303t, 73 P mus = I _1011 DEPARTMENT OF PUBLIC WORKS small Business Hazardous Waste DisposaF-','Prgm Businesses that generate less than 2.7 gallons or 220 pounds month S of hazardous waste.,per month a are eligible to use this program. Call 408-299-7300 for a quote. SHEET: 01, 1 q FXF_ 2�Z , MUMMMOM"W" I = CONSTRUCTION BEST MANAGEMENT PRACTICES SHEET G0.10 DRINKING FOUNTAIN SANITARY NAPKIN DISPENSER TOILET PARTITION ACCESSIBLE TOILET MIN MIN, ACC. DRINKING FOUNTAIN NOTES l.KNE HIGH FOR A DEPTH OF 17" 2.FOUNTAIN �CONTROL WITHIN 6OF FRONT OF FOUNTAIN 3.ORIFICE DFBUBBLER WITHIN 6"0FFRONT 0FFOUNTAIN 4, MAX. BUBBLER AT 36'HIGH 12 1 TYPICAL FIXTURES, ACCESSORIES & MOUNTING HEIGHTS SCALE 1/4~~l-7 n m STANDARD 36" ACCESSIBLE URINAL STANDARD URINAL MIN. 8l BQ Ig ;g 19" MINJ17 MIN18" @ MjE 14" lik/l T'MAX. ACC. TOILET NOTES: l.FLUSH CONTROL 44' MAX FROM F.F. 9 WIDE SIDE 2.FLUSH CONTROL FORCE 5POUND MAX 3.FLUSH CONTROL SHALL BEOPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING ORTWISTING 4.TOILET SEAT SHALL BEAMAX. OF2^HIGH. TOILET AND SHOWER ROOM GENERAL NOTES l. REFER TVLEGEND FOR ACCESSORY TYPE & MOUNTING SCHEDULE FOR DIMENSIONS NOT SHOWN 0NPLAN. 2. ACC, INDICATES ACCESSIBLE. SEE PLANS & MOUNTING SCHEDULE FOR REQUIRED DIMENSIONS. ` 3. COORDINATE ALL DIMENSIONS NVMANUFACTURER. 4.G (PN FIXTURES & ACCESSORIES TO COMPLY W/A.D.A. & ALL STATE & LOCAL 5�» LL FIXTURES W1 OPERABLE PARTS, INCLUDING COIN SLOTS, ARE TO BE LOCATED 40" MAX. FROM FINISH FLOOR TO OPERABLE PARTS. 0. ALL FLOORS OFTOILET ROOMS SHALL BEFINISHED WITH CERAMIC TILE WITH ACONTINUOUS INTEGRAL BASE AMINIMUM OF§^UPTHE SURROUNDING VALcS'TYp. /� WET WALLSOF TOILET ROOMS SHALL HEIGHT OF 84" ABOVE THE FINISHED FLOOR, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 8. ALL FAUCET CONTROLS SHALL BE SUCH THAT THEY: (1) BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST; (2) REQUIRE NO MORE THAN 5 LBS. FORCE TO ACTIVATE; AND (3) BE LEVER -OPERATED, PUSH -TYPE, ELECTRONICALLY -CONTROLLED OR 9� ALL GRAB BARS SHALL COMPLY WITH THE FOLLOWING: B. 11/2" CLEAR BETWEEN THE WALL AND THE GRAB BARS. C. D, GRAB BARS AND FASTENERS/ MOUNTING DEVISES SHALL BE ABLE TO SUPPORT 250 POUND POINT LOADS IN BENDING STRESS, SHEER STRESS AND TENSILE FORCES E. GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS, EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". ' ` ` LA EAT T OF SIGN AND CLEAR OF DOOR WNG | TYMALDOORFLAN TYPICAL DOOR ELEVATION JAMB SIGN: A'TEXT OF ROOM NAME bo 17M�_~ DOOR " / . SIGNAG NOTES: �� l ACRYLIC SIGNS, 1NrTHICK TYP.COLOR T0CONTRAST DOOR COLOR. COLOR TOBESELECTED 8YARCHITECT. 2. PLAQUES SHALL 8EADHERED TOTOILET ROOM DOORS (U.O.Njor 0O''FROMFINISH FLOOR TOCENTER 0FPLAQUE, 3. CACOMPLIANT BRAILLE PLAQUE SHALL BEMOUNTED ATOO^AfF.TO ITS CENTERLINE AND 6'FROM THE STRIKE SIDE 0FTHE DOOR. ' BRA�LEPLAQUE T08EACRYUCC0L0RTO�ATCH4N� 5|G0 '���|'�|/�N�(�� ^ . NOTE: TACTILE EXIT SIGN TOCOMPLY NVCaC SECTION1D1.3 5/8" BLACK TACTLER0NARK E"J Tsxi31l-201 ----CLEAR CALIFORNIA COMPLIANT BRAILLE DOTS @8"-JMVINYL TEXT Z2U'l2 RED 'TYP / 518"-3MVINYL TEXT 220-1Z BLACK P|CT0GRAM'TYP NOT USE E LOCATED ADJACENT TO J� `-- ELEVATOR DOORS, SEE PLANS GENERALNOTE: lN^ALUMINUM SIGN FACE, #4BRUSHED FINISH, CLEAR COATED TYP.;EASE ALL EDGES SIGNS T0MOUNTED 60"TOCENTER 0FBRAILLE 41�5" 9 MALE zea/9 FEMALE 34,2YovACC. &CHILUREN ~ -�6 -'- oopvma*r@ 2o1oovSTUDIOS architecture ROBE HOOK SHOWER ACC. SHOWER 4 TOP OF MOUNTING BRACKET <� �TA-6 40" MAX AFF TO CL STUDIOS ONTROL OF CONTROL AREA architecture wamOWARoSTREET, SUITE 588-SANmANCISCO, CAm105'w5.39m575 co co co SEAT WALL CONTROL WA 60" SHOWER HOSE 10590TaDta0 Avenue LEGEND AND SCHEDULE Cupertino, C/A 950 14 UNDER COUNTER MOUNT SINK 11/4" MIN/1 112" MAX. DIA. GRAB BAR - 24" AND 36" FOR WHEELCHAIR PROVIDE CURTAIN AND HOOKS ALLOWANCE EQ. TO THAT Revision Schedule <�� AMERICAN STANDARD, OVALYN UNDERCOUNTER SINK WIGLAZED c� ACCESSIBLE SHOWER, GRAB BAR SHALL BE ABLE TO SUPPORT 250 <:]A�� SPEC'D. SHOWER HOOKS TO BE BOBRICK #204-1 No. Date DescOption UNDERSIDE, SIZE: 19" WIDTH, 15 3/9'DEPTH, WHITE POUND POINT LOAD, 1 1/2" CLEAR BETWEEN WALL AND GRAB BAR, VINYL SHOWER CURTAIN TO BE BOBRICK #204-3 BOBRICK MODEL B-6861. EXISTING SHOWER ROD TO REMAIN LAVATORY FAUCET AMERICAN STANDARD, MOMENTS 0.5 GPM FAUCET IC llMrNUNUl/2"MAX. D�. S.S.L-SHAPEDGRAB BAR '42" X 54"FOR CLOTHES HOOK WITH BUMPER 0NINTERIOR 0FPARTITION \_= TECHNOLOGY, � »u WHEELCHAIR BE <_I�l�-> D00R.U.0.N TEMPERATURE CONTROL <�T��L} � 3UPPORT25VPOUNDPO|NTLOAD'll/CLEAKBEnNEENWALLAND 80B0CKB-2l2 GRAB BAR. HOSE BIB UNDER LAVATORY B0BRICKMODEL 8'5/9T WALL MOUNTED DOOR STOP EXISTING DRAIN LOCATION NOT USED ------ PARTITION MOUNTED DOOR STOP ` RECESSED TO TOILET PAPER 1 - -� ' ``--� ACCESSIBLE SHOWER HOSE N8THD|VERTERAND O�FLEX|BLE 8OB�Cx8�8 ' DATE: ~"'~'~`''~~`''~`~`�~~'`~'`^'""�^~~'` H05E.5YMMON3TEMPTR0LSH0NERSYSTEMVV|THMAND FLOOR MOUNTED DOOR STOP ISSUED FOR: SPRAY. SURFACE MTDTOILET SEAT COVER TOILET PAPER DISPENSER, lCOMPARTMENT, BOB0CKMODEL 8'347g VANITY MIRROR CUSTOM SHELF. SEE 7�ll `--� l�^TH|CKKNRR0RSLAS5$0S��.]'CHANNELATBQTTO�0F `-~~-^-' . . .00. PARTITION TOILET SEAT COVER & TOILET PAPER DISPENSER, 2 M|RR0R. PROVIDE SILVER COATING, COPPER -PROTECTIVE `----� EXISTING LOCKERS T0REMAIN COMPARTMENT, 8DB0CKMODEL �347 COATING AND lMIL THICK MIRROR BACKING PAINT � r^x///mmm/v /v/c�/ou`/`vvc FULL LENGTH MIRROR l/�TH|CK�{RRORG��S )'CHANNELATB0TTO�OF `-+�=-' RECESSED WASTE RECEPTACLE BOBR|CKB3O44 ' COMPARTMENT, --' 1 FACE FLUSH FACE A ---STALL, ----- 'W1 ~--- -F 80BR!CKMODEL �347l �� PROV' COATING, �|kRUR PROVIDE <_ EX|JON8H00KSJR|P[mCLDTHESH��KT0RE�A|N COATING AND lMIL THICK MIRROR BACKING PAINT. SEE @All.00� c_= RECESSED TOILET SEAT DISPENSER,~'COMPARTMENT, ,`'-^' '~ EXISTING ACC. SH0VVERBENCH, F0L0NG.T0REMAIN. `��ze�� NOT USED CHECK 4�0,O2FOR ADAHBGRT SURFACE MTD. TOILETSEAT COVER, COUNTERTOP MOUNTED SOAP DISPENSER WALL HUNG URINAL ----- PAPER DISPENSER, 1Cvm'^x/MENT, BOBRICK MODEL B-3579 GOU0CSCOUNTER '0lAND 855l'OZ <�> T0TOUTlO4E'LOW CONSUMPTION WASHOUT URINAL 0VTOP SPUD ' SEE lNAll.00FOR MOUNTING LOCATION INLET PARTITION TOILET SEAT NAPKIN DISPOSAL & TOILET PAPER DISPENSER, 2 COMPARTMENT, BOBRICK MODEL B-357 ACC. PIPE INSULATION FOR HOT WATER AND DRAIN PIPES WALL HUNG WATER CLO3ET T0TUCT70N[.USE W1HIGH EFFICIENCY FLU3H8METERVALVE PARTITION MToTOILET SEAT COVER, NAPKIN DISPOSAL &TD|LET PARTITION - TOILET (FLOOR A0CH0RE0'URINAL (WALL HUNG) (TETlLN32)AND COMMERCIAL TOILET SEAT (5C9B4) PAPER DISPENSER, 2COMPARTMENT, TOFACE 0F B08K|CKl04lDESIGNER SERIES, SEE FINISH SCHEDULE. ACC. STALL, B08R|CKMODEL B ' <-Z�l�-) GEQRGNPACIFIC, ENM0T|0NRECESS AUTOMATED TOWEL � � SANITARY NAPKIN DISPENSER N.I.C.ER�YIN5TAL�J0N�TH DISPENSER � OWNER ..`� ' 5943l) (50, �� ' t"'��� NOT USED C' n1Z� � � =��am NOTE FEC�PEC ��.SOEow2��10�C�F�1SON _ / ' LOCATE ADJACENT T0STRIKE I,,-°"".",.°"` ="""~`..,° � ' � � � \ ^ ��� �=�e Uj 2 3/4"4r�' "°+IU"`IU"'""°^^""" HINGE STROBE LIGHT DEADL0CK00LT ^ THERMOSTAT '^ LIGHT SWITCH: DOTTED LINE INDICATES LOC. OFLARGER PLATE WHERE REQ. ^ HARDVAKEPER SCHEDULE TELEPHONE 0RDATA OUTLET l��----- ISSUED FOR DEMOL|T0NPERMIT O523.2011 POWER OUTLET 10' MIN. BOT. RAIL'- FINISH FLOOR AT GLAZED DOORS 6 � TYPICAL MOUNTING HEIGHTS AND LOCATIONS u/E[n2"~r-9'��� t FINISH AND CONTRAST: CHARACTERS, SYMBOLS AND THEIR BACK GROUND SHALL HAVE 8NON-GLARE FINISH. CHARACTERS AND SYMBOLS5HAL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ONADARK BACKGROUND 0RDARK CHARACTERS 0NALIGHT BACKGROUND. 2. PROPORTIONS: CHARACTERS ONSIGNS SHALL HAVE AVNDTHT0'HE|GHTRATIO OFBETWEEN 35AND l] AND ASTOKE WIDTH T0HEIGHT RATIO 0FBETWEEN 1:5AND l:lU. 3. CHARACTER HEIGHT: CHARACTERS AND NUMBERSONSIGNS SHALL 8ESIZED ACCORDING TOTHE VIEWER DISTANCE WHICH THEY ARE TOBEREAD. THE MINIMUM HEIGHT |5MEASURED USING AND UPP[KCASEX. LOWERCASE ARE PERMITTED. FOR SIGNS SUSPENDED 0RPROJECTED ABOVE THE FINISH FLOOR, THE MINIMUM CHARACTER HEIGHT SHALL 8E3^ 4. RAISED CHARACTERS AND PICTORIAL SYMBOLS SIGNS SHALL CONFORM TO THE FOLLOWING: 5. CHARACTER TYPE: CHARACTERS ONSIGNS SHALL BERAISED l82: MINIMUM AND SHALL BESANS SERIF UPPERCASE CHARACTERS ACCOMPANIED 8YGRAD 2BRAILLE «. CHARACTER SIZE: RAISED CHARACTERS SHALL BEAMINIMUM 0F50rAND AMAXIMUM OF2''HIGH. 7. PICTORIAL SYMBOLS SIGNS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION 0FTHE PICTOGRAM FIELD SHALL BYAMINIMUM 0F6' IN HEIGHT. 8 BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED UNLESS NOTED OTHERWISE. DOTS SHALL 8El8O^ONCENTERS |NEACH CELL WITH 21l0'SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS |NTHE SECOND CELL. DOTS SHALL DERAISED AMINIMUM 0FlM0:ABOVE THE BACKGROUND. 9. MOUNTING LOCATIONS: SIGNS SHALL BEINSTALLED 0NTHE WALL ADJACENT T0THE LATCH OUTSIDE 0F THE DOOR. WHERE ER |5N0WALL SPACE 0NTHE LATCH SIDE, INCLUDING 4TDOUBLE LEAF DOORS, SIGNS SHALL HEPLACED ONTHE NEAREST ADJACENT WALL, PREFERABLE 0NTHE RIGHT. 10. MOUNTING HEIGHT SHALL OE07ABOVE THE FINISH FLOOR TOTHE CENTER LINE 0FTHE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITH IN 3'OF SIGNAGE WITHOUT EN[OUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. 5 SIGNAGE GENERAL NOTES �MIN. PUSH 30E 44" MIN. WHEN NO LATCH AND CLOSER PROVIDE THIS AL OF HARDWARE 00 ADDITIONAL HARDWARE NOTES: SPACE WHEN 1. OPERABLE WITHOUT GRASPING. CL 132"MIN. '12"', DOOR IS 2. MAX. EFFORT FOR INTERIOR AND V) WITH BOTH A 3. REQUIRED FIRE DOORS, MAX. EFFORT 15 LBS. < �E Uj LATCH AND A PUSH SIDE: 2� Uj Ln 1U NIUKPLATE OR SMOOTH FULL WIDTH OF DOOR THRESHOLD: 1/2' MAX. HEIGHT, CHANGE IN > LEVEL BETWEEN 1/4" TO 112" SHALL BE BEVELED Uj WI WITH A SLOPE NOT GREATER THAN 1:2 24" MIN. CLR. AT EXTERIOR -j DOOR HEIGHT IS TO BE T-O'MIN. HIGH 18" MIN. CLR. AT INTERIOR DOOR CLEARANCES SECTION AT DOOWHRESHOLD 2 |DDOR DISABLED ACCESS REQUIREMENTS SCALEi 3"~lvr SIGNA8NOTES: l. S/S S|GNS.1/4" THICK yYP,COLOR 0BE SELECTED BY ARCHITECT. CID 2. PLAQUES SHALL 8EADHERED T0EXTERIOR FACADE(U0,N.) 0 49' FROM FINISH FLOOR T0CENTER 0FPLAQUE. PATH OF TRAVEL S|GN8GE/c\ ���n����U��� x�v�v,x_~�~�u��o��u n DIAGRAMS ;CALE 114"=ll7 3CALE1 1112*'~1�7 PROJECT n522{1 COPYRIGHT © 2010 by STUDIOS architecture y y y 7 6 5 4 3 2 W, F, DEMOLITION PLAN - FLOOR 1 SCALE: 1/8" = T-0" PLAN NOTE LEGEND - DEMOLITION PLAN NOTE NO. COMMENT 01 MAINTAIN ELECTRICAL PANELS AS NEEDED 02 EXISTING ROLL DOWN DOOR TO REMAIN 03 EXISTING FIRE RISER, ELECTRICAL TO REMAIN 04 DEMOLISH ALL PLUMBING FIXTURES, TOILET PARTITIONS, FLOOR AND WALL FINISHES, MILLWORK, ACCESSORIES, ETC. REMOVE ANY BAFFLED LIGHT REFLECTORS AND EXISTING LIGHT FIXTURE LAMPS. REST OF CEILING AND LIGHT FIXTURES TO REMAIN. 0 .0 y, w I119: DEMOLITION PLAN LEGEND m EXISTING CONSTRUCTION TO REMAIN z 0 = = = = = EXISTING CONSTRUCTION TO BE DEMOLISHED NOT INCLUDED IN SCOPE OF WORK (E) DENOTES EXISTING CONSTRUCTION TO REMAIN / y v PROJECT DEMOLITION NOTES: THE EXISTING WET SPRINKLER SYSTEM WILL REMAIN IN SERVICE AT ALL TIMES THE BUILDING IS "UNOCCUPIED". THE EXISTING SPRINKLER DROPS WILL BE REMOVED FOR THE FUTURE TENANT IMPROVEMENTS. ONCE THE EXISTING WET SYSTEM DROPS ARE REMOVED AND OUTLETS ARE PLUGGED TEHY SYSTEM WILL REMAIN IN SERVICE AS OTHER ARCHITECTURAL ETC. DEMOLITION IS PERFORMED THE EXISTING PRE -ACTION SYSTEM TO REMAIN WILL BE CONVERTED TO WET PIPING DURING THE DEMOLITION PHASE. THIS WILL BE ACCOMPLISHED BY REMOVING THE PRIMER CONNECTION ON THE CONTROL VALVE ASSEMBLY, THUS LEAVING THE CLAPPER OPEN AND FILLING THE SYSTEM WITH WATER FROM THE MAIN BUILDING WET SPRINKLER SUPPLY. GENERAL NOTES: 1 1. THE DEMOLITION PLAN IS A GRAPHIC REPRESENTATION OF THE EXISTING FIELD CONDITIONS BASED ON THE INFORMATION PROVIDED TO THE ARCHITECT. IT IS NOT INTENDED TO BE A RECORD DRAWING OF THE EXISTING BUILDING. DEMOLITION DRAWINGS ARE DEVELOPED TO SHOW BOUNDARIES AND SCOPE TO THE NON-STRUCTURAL 1. ALL FLOORING TO BE REMOVED U.O.N. ON PLANS. INCLUDING BUT NOT LIMITED TO PADDING, HOOK STRIPS AND EDGES, ADHESIVES SHALL BE REMOVED AS REQUIRED FOR NEW FLOOR FINISHES. 2, ALL WALL BASE TO BE REMOVED, U.O.N. ON PLANS. BASE SHALL BE REMOVED IN A MANNER TO MINIMIZE DAMAGE TO EXISTING WALL FINISH. DAMAGED WALL FINISH SHALL BE REPAIRED AS PART OF THE BASE BID. 3. ACOUSTICAL CEILING TILE, SUSPENDED CEILING GRID AND SUPPORTS, GYP.BD CEILINGS AND FRAMING, BULKHEADS, WALL ANGLES, AND LIGHTING SHALL BE REMOVED, U.O.N. ON PLANS. 4. WALLS AND CEILINGS SCHEDULED TO BE DEMOLISHED SHALL INCLUDE AL ELECTRICAL, AND UTILITES MOUNTED ON AND CONTAINED WITHIN WALLS A CEILINGS. ELECTRICAL AND UTILITES SHALL BE REMOVED TO THE NEAREST POINT OF DISCONNECT. ELECTRICAL AND UTILITIES THAT ARE CONNECTED TO AREAS TO REMAIN SHALL BE RE-ROUTED AND CONNECTED TO MAINTAIN SERVICE TO AREAS SCHEDULED TO REMAIN. 6. ALL CASEWORK AND PLUMBING FIXTURES WITHIN TO BE REMOVED, U.OA ON PLANS. AN 5. ALL WALL MOUNTED WIREMOLD TO BE REMOVED. PATCH AND REPAIR AS NEEDED. 6. REMOVE ALL EXTERIOR WINDOW BLINDS, 7. ALL EXISTING FIRE EXTINGUISHER CABINETS AND FIRE EXTINGUISHERS SHALL BE SALVAGED AND STORED ON SITE FOR RELOCATION. 8, ALL MARKERBOARDS SHALL BE DEMOLISHED AND DISCARDED 9. REMOVE ALL WALL MOUNTED LIGHTING AT WALLS WHERE OCCURS. REFE TO ELECTRICAL DEMOLITION NOTES FOR REMOVAL OF WIRING. 10, ALL EXISTING INTERIOR SiGNAGE TO BE REMOVED, INCLUDING BUT NOT LIMITED TO DOOR SIGNS, VINYL SIGNAGE ON STOREFRONT, TACTILE SIGNS, ETC, 11, EXISTING OUTLETS TO BE RELOCATED TO PROPER ACCESSIBLE HEIGHT PER SHEET G2.00 12, PREPARE ALL EXISTING TO REMAIN WALLS FOR SKIM COAT TREATMENT TO SMOOTH OUT AND COVER UP THE EXISTING SKIP TROWEL. ALL NEW WAI TO RECEIVE MINIMUM LEVEL 4 FINISH. DEMOLITION OF SELECTED ITEMS, THE CONTRACTOR SHALL PERFORM A DETAILED WALK-THROUGH WITH THE TENANT'S REPRESENTATIVE TO CONFIRM THE SCOPE OF WORK, VERIFY THE EXISTING CONDITIONS, AND ALL D CONFLICTS WITH THE SCHEDULED SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF AND REPLACEMENT OF EXISTING UTILITIES AS REQUIRED TO COMPLETE THE NEW SCOPE OF WORK AS SHOWN IN THE CONTRACT DOCUMENTS, 2. THE CONTRACTOR SHALL COMPLY WITH ALL THE PERTINENT CITY AND COUNTY REQUIREMENTS FOR DEMOLITION, INCLUDING, BUT NOT LIMITED TO, REMOVAL OF DEBRIS, BUILDING PROTECTION, LOCATION AND TYPE OF CONTAINERS AND THE DISCARDING OF MATERIALS. 3. THE DEMOLITION PLAN DOES NOT ACKNOWLEDGE TOXIC MATERIALS AND DOES NOT AUTHORIZE THE DEMOLITION AND/ OR REMOVAL OF TOXIC MATERIALS. ALL TOXIC MATERIALS DISCOVERED DURING THE FIELD INSPECTION AND THE DEMOLITION OF THE WORK SCOPE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. ALL DEMOLITION AND REMOVAL OF TOXIC MATERIALS SHALL BE IN CONFORMANCE WITH ALL STATE AND LOCAL CODES. ALL PERMITS AND APPROVALS SHALL BE OBTAINED AND COPIES GIVEN TO THE OWNER'S REPRESENTATIVE FOR RECORD, 4. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT REQUIREMENTS BY THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (CAL -OSHA) FOR DEMOLITION AND THE PROTECTION OF PUBLIC AREAS AND THE SURROUNDING AREAS. 5. THE CONTRACTOR SHALL MAKE A DETAILED SURVEY OF THE AREAS OF WORK AND DETERMINE THE METHOD OF REMOVED SCHEDULED WORK WITHOUT DAMAGE TO AREAS THAT ARE NOT SCHEDULED FOR DEMOLITION. CONTRACTOR SHALL REPAIR ALL DAMAGED WORK AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTACTOR SHALL REQUEST, AT HIS OPTION, AS -BUILT DRAWINGS TO BE MADE AVAILABLE TO HIM FOR THE PURPOSES OF VERIFYING THE SCOPE OF WORK AND TO AID IN DETERMINING TOTAL COSTS OF DEMOLITION, THE USE OF AS -BUILT DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PERFORM THE WALK - THOUGH AS SCHEDULED HEREIN. 7. ITEMS SCHEDULED TO BE SALVAGED AND OR RELOCATED SHALL BE KEPT CLEAN AND IN THEIR ORIGINAL CONDITION. ITEMS DAMAGED OR LOST SHALL BE REPLACED TO THEIR ORIGINAL CONDITION AT NOT ADDITIONAL EXPENSE TO THE OWNER STUDIOS irchitecture 405 HOWARD STREET, SUITE 588 - SAN FRANCISCO, CA 94105 - 415.398,7575 10590 Tantau Avenue Cupertino, CA 95014 Revision Schedule No. Date Description 1 Date 1 Revision 1 8. EXISTING FIRE SPRINKLERS, FIRE ALARMS AND EXIT SIGNS ARE TO REMAIN OPERATIONAL DURING CONSTRUCTION. ISSUED FOR: DATE: 9. SHEET NOTES DO NOT NECESSARILY OCCUR ON EVERY SHEET `10. SPECIAL NOTE: ASBESTOS IS PRESENT IN VARIOUS LOCATIONS. A REPORT IS AVAILABLE. THE CONTRACTOR IS TO ABATE. ELECTRICAL: 1. ELECTRICAL SCHEDULED TO BE REMOVED SHALL MEAN ALL CONDUIT, HANGERS, FASTENERS, BOXES AND WIRING. SAFE -OFF ALL CONNECTED ELECTRICAL NOT SCHEDULED TO BE REMOVED. RE-ROUTE EXISTING ELECTRICAL NOT SCHEDULED TO BE REMOVED AS REQUIRED. 2. WHEREVER THE REMOVAL OF EXISTING ELECTRICAL EQUIPMENT IS CALLED FOR, AND ALL EQUIPMENT ON A PARTICULAR BRANCH CIRCUIT IS TO BE REMOVED, ALL CONDUIT AND WIRE BACK TO THE PANEL SHALL BE ENTIRELY REMOVED AND THE CIRCUIT IN THE PANEL SHALL BE MARKED SPARE 3. WHEREVER THE REMOVAL OF EXISTING ELECTRICAL EQUIPMENT IS CALLED FOR AND ALL EQUIPMENT ON A PARTICULAR BRANCH CIRCUIT IS TO BE REMOVED THE CIRCUIT SHALL BE MAINTAIN ED CONTINUOUS TO THE EXISTING EQUIPMENT IN USE WITH MINIMUM INTERRUPTIONS OF POWER. THIS APPLIES TO SIGNAL AND COMMUNICATIONS SYSTEMS EQUIPMENT, CONDUIT, AND WIRE AS WELL. 4. WHEREVER THE REMOVAL OF EXISTING CONSTRUCTION REVEALS ELECTRICAL WORK THAT IS TO REMAIN, BUT IN WITH NEW CONSTRUCTION, RELOCATE EXISTING ELECTRICAL WORK AS NECESSARY TO AVOID ALL CONFLICT. -CONFLICT B RELOCATION WORK SHALL BE DONE TO MINIMIZE ALL INTERRUPTIONS OF POWER. T 5. CARE SHALL BE TAKEN TO IDENTIFY AND PROTECT ALL EXISTING ELECTRICAL WORK THAT IS TO REMAIN 6. INSURE RECONNECTION OF EXISTING DEVICES WHOSE CIRCUITS HAVE BEEN INTERRUPTED, BY bEMQILITIQLFY PROVIDING NEW CONNECTION TO ANOTHER "EXISTING TO REMAIN" DEVICE OR PANEL. y . r. k (3 .�,. Y 7. ALL EXISTING ELECTRICAL EQUIPMENT THAT SHALL BE REMOVED AND TURNED OVER TO THE BUILDING E19Gl IEEE SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR PRIOR TO THE COMMENCEMENT OF ANY C EMOLIT10*01RK, I, 8. REMOVE ALL ABANDONED CONDUIT AND WIRE ABOVE CEILINGS, �� # r' rIn 9. WHEN EXISTING EQUIPMENT OR DEVICE IS REMOVED FROM AN EXISTING WALL OR CEILING WHICH IS TO REMAIN T'ATH{ ABANDONED OPENING TO MATCH ADJACENT FINISH � � S' 6 `J =' T 10. IN GENERAL, THE DEMOLITION PLANS SHOW ALL EXISTING EQUIPMENT THAT IS TO BE REMOVED,rU O N-..HOWEV,ER ELECTRICAL EQUIPMENT, WHETHER SHOWN IN THE DRAWINGS OR NOT, WHERE LOCATED IN THE AREA SCHEDULED TO$E' DEMOLISHED, SHALL BE REMOVED, U.O.N. COORDINATE DEMOLITION WORK WITH THE ARCHITECT AND TENANT'S REPRESENTATIVE 11. EXISTING CONDUIT FEEDS UP THROUGH THE FLOOR SHALL BE CUTOFF AND PLUGGED FLUSH WITH THE FLOOR WHERE EXISTING WALLS, ETC., ARE REMOVED. REMOVED CONDUCTORS FROM THE POINT BACK TO THE LAST OUTLET REMAINING IN SERVICE. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS, EQUIPMENT, ETC. REMAINING IN OPERATION THAT IS BEING FED BY AN ABANDONED OUTLET. MAINTAINING CONTINUITY SHALL CONSIST OF RE-ROUTING OF CONDUIT, WIRE. ETC., AS REQUIRED. - A 13. EXISTING CIRCUITS THAT ARE REMOVED AND NOT RE -USED, SHALL BE IDENTIFIED ON THE PANEL SCHEDULE AS, SPARE". 14. ALL ELECTRICAL FIXTURES, OUTLETS, DEVICES ETC., SHOWN ON THE DEMOLITION DRAWINGS SHALL BE REMOVED COMPLETELY, INCLUDING CONDUIT AND WIRES BACK TO THE LAST REMAINING FIXTURE, OUTLET, DEVICE, ETC. ISSUED FOR PERMIT 06,03,2011 15.WHERE EXISTING WALLS HAVE BEEN REMOVED, AND THERE ARE EXISTING CONDUIT FEEDS WHICH GAVE BEEN CUTOFF ISSUED FOR DEMOLITION PERMIT 05.23.2011 AND CAPPED FLUSH TO FLOOR, IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND DIMENSION ALL SUCH CONDUITS ON THE "AS -BUILT" CONDITIONS. 16, REMOVE WIRING DEVICES, FIXTURES, COMPONENTS, ELECTRICAL EQUIPMENT, AND BOXES NOT REQUIRED TO REMAIN IN SERVICE IN REMODELED AREAS WHEN THE PROJECT IS COMPLETE,. �SEp ARCyt� 5A$q�` FCC a. REMOVE WIRE CONDUITS AND BOXES FOR SUCH DEVICES BACK TO SOURCE. WHERE A CIRCUIT IS INTERRUPTED �V�a�p BY SUCH REMOVAL OF A DEVICE OR FIXTURE FROM THAT CIRCUIT, INSTALL WIRE AND CONDUIT AS REQUIRED TO * N 15925 RESTORE SERVICE TO THE REMAINING DEVICES ON THAT CIRCUIT. REN. 1-13 Q b. WHERE THIS WORK IS NOT POSSIBLE WITHOUT DISTURBING AREAS NOT TO BE REMODELED, CONSULT WITH THE ARCHITECT AND TENANT'S REPRESENTATIVE PRIOR TO PERFORMING THE WORK C AG�F C. LEAVE IN PLACE CONCEALED CONDUIT LOCATED IN PARTITIONS OR HARD CEILINGS NOT TO BE DEMOLISHED. REMOVE CONDUCTORS FROM SUCH CONDUITS. USE PERMANENT FELT-TIP MARKER PENS TO LABEL SUCH CONDUITS AS DAVID IS RO LICENSE NO. C-015925 L MECHANICAL AND PLUMBING: DEMOLITION / 1. UTILITIES SCHEDULED TO BE REMOVED SHALL MEAN ALL PIPING, ASSOCIATED HANGERS, BRACKETS AND FASTENERS. OVERHEAD SUPPLY LINES SHALL BE CAPPED AT THE NEAREST POINT OF SUPPORT AT THE STRUCTURE ABOVE, DRAIN LINES EXISTING CONDITIONS AND SUPPLY LINES FROM BELOW SHALL BE CAPPED BELOW THE FLOOR AT THE NEAREST POINT OF SUPPORT. 2. NO DUCTWORK SHALL BE LEFT ABANDONED IN PLACE, ALL DISCONNECTED AND/ OR ABANDONED DUCTWORK SHALL BE REMOVED AND DISCARDED. 3. CONTRACTOR SHALL REFER TO THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS TO VERIFY EXISTING UTILITIES THAT ARE SCHEDULED TO BE RECONNECTED TO NEW WORK, CONTRACTOR SHALL TAKE ALL PRECAUTIONS , NECESSARYTO PROTECT SUCH UTILITIES, AND REPAIR OR REPLACE DAMAGED UTILITIES AS REQUIRED TO COMPLETE THE CONNECTION TO THE SCHEDULED WORK. I Al 13. REMOVE ALL EXISTING POWER POLES. PATCH AND REPAIR AS NEEDED. 4. EXISTING MECHANICAL EQUIPMENT AND VAV UNITS SHALL REMAIN. VERIFY WITH MECHANICAL DESIGN BUILD SUBCONTRACTOR AND TENANT'S REPRESENTATIVE FOR HVAC EQUIPMENT AND DUCTWORK TO BE REMOVED. PROJECT NO. 11522.01