Loading...
HomeMy WebLinkAbout10145235.pdf_.. APPROVAL OF THIS PLAN BY THE CITY OF SANTA ANA DOES NOT CONSTITUTE A t C% REPRESENTATION, AS TOE= THE ACCURACY OR COMPLETENESS OF LOCATION OR THE�""'�" EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR SHAM.. CALL UNDERGROUND 3 SERVICE ALERT (1--806. 422-4133 ) 48 HOURS BEFORE ANY EXCAVATION. 0 CiC er 'C 1d Service Alert .. .. .. f ...... �.. _ - ca J► �r AI All, 4 WES7WNSTER �� �&M fiE SE TEENTH T`ICE T(D CONTRACTOR �.. j{�� PURSUANT TO ASSEMBLY BILL 3019 NO p ocEXCA VA T I QN GY{C CENTER a 1! UjJ _ r T"� i PERMI T IS VAL .I D UNLESS THE CONTRACTOR CONTACTS0 � fl D pp p AND OBTAINS AN I NOU 1 R Y I.D. NUMBER FROM . "UNDER-- jpd O ptl MY�R U C� pp Ffftst CRD11lVD SER V I CE ALERT " 11--800--422--4 i 331 AT LEAST TWO WQRK I NG DAYS PRIOR TO C1IMMENC I NG •, EXCA VA T I CAN. 0 i d Festival, Hall 2.24 East Third Street Santa Ana. Co.. 92701 APPROVALS* EXECUTIVE DIRECTOR COMMUNITY DEVELOPMENT AGENCY { EX CUTIVE DIRECTOR P LIC WORKS AGENCY a CITY ENGINES PREPARE D THE SUPERVISION OF .;.. ROSEAT TEVEN STEAK. DATE ©ATE r !! DATE .. P ' r CS 1� DATE 1 ABBREVIATIONS GENERAL NOTES SYMBOLS PROJECT INFO SHEET INDEX PROJECT TE AM EAM A. B. Anchor Bolt INFO Information 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONSO.�ICet Title AGOUS Acoustical INCL Include BEFORE PROCEEDING WITH THE WORK. A PROJECT OWNER: CITY OF SANTA ANA ADJ Adjustable I.D. Inside Diameter 2. DO NOT SCALE DRAWINGS. Architectural ARCHITECT ALUM Aluminum INSUL Insulation PROJECT ADDRESS: 224 E. THIRD STREET & And ICS Intercom System 3. ALL FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD AT ALL STUD WALLS UNLESS NOTED, GRID LINES SANTA ANA, CA 92701 ROBERT STERN ARCHITECT L Angle INTM Intermediate FACE OF >`INISH'_ F.O.F.), 9 T=-1 TITLE SHEET, PROJECT DATA 250 E. 17TH STREET, SUITE 210 APPROX Approximate INT Interior LEGAL DESCRIPTION: Pp 4. ALL WORK CONSTRUCTION. AND, MATERIALS SHALL'COMPLY WITH ALL PROVISIONS OF TflE A-1 FIRST FLOOR PLAN _ COSTA MESA, CA 92627 A.C. Asphaltic Concrete I.A. Intrusion Alarm BUILDING CODE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE ZONING: COST MESA, A--2 RESTROOM PLAN ELEVATIONS, SCHEDULES & DETAILS FAX (949) 722—E329c C At INV Invert PLACE OF THE BUILDING. DRAWING KEYNOTE REFERENCE BUILDING AREA: 9,962 S.F. ANOD Anodized J Joint 5. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE 1 REFERS TO KEYNOTES ON SHEET ASB Asbestos JST Joist OCCUPANCY: A2 DANCE FLOOR OCCUPANT LOAD=3,436 s.f. 7=491 OCCUPANTMechanical MECHANICAL, PLUMBING & ELECTRICAL ENGINEER AGG Aggregate JAN Janitor THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS 0R BOTH TO BRING TO � A/C Air Conditionin THE ATTENTION OF THE ENGINEER ANY DISCREPANCIES OR.CONFLICT BETWEEN THE B OFFICES OCCUPANT LOAD=2 502 s.f. 100= 25 OCCUPANT ARCH Architect (oral KIT Kitchen : _ REQUIREMENTS OF THE CODE AND THE DRAWINGS 1.01 WINDOW SYMBOL � M-1 MECH. FIRST FLOOR RENOV, PLAN, NOTES &EQUIP. SCHED, DAI�L TAYLOR &ASSOCIATES B DRINKING ESTABLISHMENTS LOAD=560 s.f./15=38 OCCUPANT. ' K.U. Knockout ti. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT 2960 DAIMLER STREET BM Beam BUILDING TYPE: TYPE If! -- N BLK, Block LAM Laminated THE APPLICATION OF SUCH DETAIL OR DRAWINGS. Electrical SANTA ANA, CA 92705 FIRE SPRINKLERS: NONE (949) 756-8654 BLK G Blockin LAV Lavatory __ ELEVATION SECTION KEYNOTES E--1 ELEC. POWER RENOV. PLAN PANEL SCHED. NOTES & SYMB. 9 y 7, DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD _ FAX 949 261-9?7$ BTWN Between LITE Light BUILDING CODE: ) BOT Bottom LAB Laboratory CONDITIONS SHALL BE REPORTED TO THE ENGINEER. CORRECTED DRAWINGS OR BLDG Building L.B. Lag Bolt INSTRUCTIONS SHALL BE fissUEla BY THE ENGINEER OR PRIOR TO THE INSTALLATION ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH: PlumbingSTRUCTURAL BD Board LVR Louver OF ANY WORK. REVISION n P-1 PLUMB. FIRST FLOOR RENOV.. PLAN, NOTES, SYMB., &SCHED, C OUD AROU D 2001 CALIFORNIA MECHANICAL CODE (CMC) DAHL, TAYLOR & ASSOCIATES $. CONTRACTOR TO CHECK AND VERIFY SIZE AND LOCATION OF DUCTS PLUMBING RUNS AND 1 R VtS1ON OP IONAL 2001 CALEFORNIA BUILDING CODE CBC GAB Cabinet M.B.Machine Bolts CANTI Cantilever MECHANICAL EQUIPMENT WITH MECHANICAL AND PLUMBING CONTRACTORS BEFORE (CBC)2960 DAIMLER STREET CAR Carpet MACH Machine CONSTRUCTING WALLS, FLOORS, CEILINGS, CABINETS, EQUIPMENT BASES, ETC. SANTA ANA MUNICIPAL CODE (SAMC) SANTA ANA, CA 92705 ' C.l. Cast Iron M.O. Masonry Opening 2001 CALIFORNIA PLUMBING CODE (CPC) (949) 756-8654 ivisio MAX Maximum 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND 2001 CALIFORNIA ENERGY CODE TITLE 24, PART 6 FAX 949 C.B. Catch Basin MIN. Minimum SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. A ) ( ) 261-9778 CK Caulk MTL Metal A4.1 SECTION IDENTIFICATION 2001 CALIFORNIACALIFORNlA ELECTRICAL CODE (GEC) ( CLG. Ceiling MISG Miscellaneous 10. THE CONTRA'fC`f-DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE SHEET WHERE SECTION 15 DRAWN TITLE 24, PART 2, CCR: 2001 C.B.C. (1997 U.B.C. W/CALEF, CEM Cement UNLESS OTHERWISE SHOWN; THEY.DO..NOT INQICATEx`HE METHOD OF CONSTRUCTION. M.R. Moisture Resistant w AMENDMENTS.) Centerline THE CONTRACTOR SHALT_ SUPERVISE AND DIRECT THE WQRK.AND HE SHALL BE >J � CER M.H. Manhole SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS TITLE 24, PART 3, CCR: 2001 C.B.C. (1997 U.B.C. W/CALIF, Ceramic ,METHODS, TECHNIQUES, SEQUENCES AMENDMENTS.) C,CH Channel NAT Natural AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES,; CLR Clear N.I,C. Not In Contract 1 TITLE 24, PART 4, CCR: 2001 C.B.C. (1997 U.B.C. W/CALIF. OF THE ARCHITECT AND HIS ENGINEERS .SHALL NOT INCLUDE INSPECTIONS OF THE WALL SECTIONAMENDMENTS.)� GLOS closet N.T.S. Not To Scale PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH A4.2 SECTION IDENTIFICATION NOM Nominal SHEET WHERE SECTION IS DRAWN TITLE 24, PART 5, CCR: 2001 C.B.C. (1997 U.B.C. W/CALIF. COL Column ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICES PERFORMED COMPO Composition OBS Obscure' AMENDMENTS.) ' BY THE ARCHiTECT_A�iD,HIS ENGINEERS DURING. CONSTRUCTION SHALL BE DISTINGUISHED TITLE 24, PART 6, CCR: 2001 C.B.C. (1997 U.B.C. W/CALIF, GONG Concrete O.G. On .Center _ :y J i ry ROt ' 60-N, NUOUS AND DETAIL€D INSP£CflbN SERVICES WHICH ARE FURNISHED BY AMENDMENTS.) C.M.U. Concrete Masonry Unit OPNG Opening INSPECTION SERVICES WHICH ARE FURNISHED BY CITY THESE SUPPORT SERVICES 4 1985 ED, NFPA 101 LIFE SAFETY CODER CON Connection O.D. Outside Diameter PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK, DETAIL . , CONFER Conference AND WHETHER PERFORMED TO, DURING AFTER COMPLETION" OF CONSTRUCTION ARE A10. DETAIL IDENTIFICATION ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH PART Partition SHEET WHERE DETAIL IS DRAWN THESE CODES AND ALL APPLICABLE LOCAL ORDINANCES. WHERE' CONTR Contractor PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN CONTRACT DOCUMENTS EXCEED THESE REQUIREMENTS WITHOUT PLAS Plaster ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY GFG! contractor Furnished/ VIOLATING CODE AND REGULATION REQUIREMENTS, CONTRACT Contractor Installed PLAST.LAM Plastic Laminate DO NOT GUARANTEE CONTRACTOWS PERFORMANCE AND SHALL NOT BE CONSTRUED As DOCUMENTS SHALL TAKE PRECEDENCE. WHERE CODES CONFLICT, THE 27 GONST Construction . R Plate SUPERVISION OF CONSTRUCTION. ,gyp CONTI Continuous PLYWD Plywood MORE STRINGENT SHALL APPLY. ,,r�� INTERIOR ELEVATION INDICATOR 11. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY" OR ANY ---»ELEVATION NUMBER GORRI Corridor SPECIAL KNOWLEDGE OR EFFORT (ON BOTH LEAVES WHERE PAIRS OF DOORS OCCUR}. C.J. Construction Joint � g"tj, r RAD Radius THE FLOOR -OR LANDING AT EACH SIDE OF AN EXIT DOORWAY SHALL NOT BE MORE C.S. Countersink RWD Redwood THAN 1J2' LOWER THAN THE THRESHOLD OF THE DOORWAY DET Detail REINF Reinforcing Demolish REMOV Removable 12, GLAZING MATERIALS AND INSTALCAiTON SHALL BE 1N ACCORDANCE WITH 2O01 CBC,SITEPLAN REQ'D Required CHAPTER 24. 1 EXTERIOR ELEVATION DIAL Diagonal q �.2 L VATI N NUMI�FER EE DIA. Diameter .SHEET ERE E VATION IS DRAWN RET Retaining 13. FIXED WINDOWS SHALL BE SEALED TO "LIMIT" INFILTRATION, ALL EXTERIOR DOORS SHALL DIM Dimension R,D. Roof Drain LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. PROVIDE SEAL D.F. Douglas Fir " RM Room OR ASTRAGAL AT HEAD, SILL AND JAMBS. OPEN EXTERIOR JOINTS AROUND WINDOW AND E. THIRD STREET D.S. Downspout S.C. Saw Cut DOORFRAMES, BETWEEN WALLS AND ROOF, BETWEEN WALL PANELS AND AT WALLS AND - E. DWR Drawer S ,� Sawcut Joint ROOF, BETWEEN WALL PANELS AND AT PENETRATIONS OF UTILITIES THROUGH ENVELOPE Tao ROOM IDENTIFICATION I DWG Drawing ROO AM g N E SECT Section SHALL BE SEALED, CAULKED OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE, ,.�RtIO NUMBER D.W. Drywafl SE . Select ` 14'*e MTECTION"-FENCE-"SHALL BE 'CONSTRUCTED - AND- MAINTAINED ��DURING CONSTRUCTION D.R. Dressing Room SHTG Sheathing CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE. DIV Division SHT Sheet PROPERTY LINE DR Door 5IM Similar 15. THE CONTRACTOR WARRANTS TO THE OWNER AND THE ENGINEER THAT ALL MATERIALS DECO Decorative SPECS Specifications I p AND EQUIPMENT i"URN15HE0 WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL EA Each SQ. FT. Square Foot WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. E.W. Each Way SQ. IN. Square Inch y S. STL Stainless Steel 16. GYPSUM BOARD AT EXTERIOR AREAS, KITCHEN, TOILETROOMS, AND AT ALL GARAGES TO BE E.P. Edge Of Paving MOISTURE RESISTANT TYPE. :125' ELEC Electrical S.S. Stainless Steel _ STD Standard ELEV Elevation 17. EXITS SHALL BE ILLUMINATED AT ANY TIME THE.:. BUILDING IS OCCUPIED WITH LIGHT HAVING EQ.. Equal STL Steel AN INTENSITY OF NOT LESS THAN ONE FOOT CANDLE AT FLOOR LEVEL. CHAPTER 10 OF UBC, EXIST, OFFIC EQUIP Equt ment STRUGfi Structural 18. PROVIDE EXIT SIGNS AS PER SECTION 1003,2.8 OF UBC.' I EXIST(E) Exts finch SCH Schedule E.J. Ex anslon Joint T.B. Tack Board 19. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS EXT Ex erior THK Thick AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE CHAPTER IO,UBC. µ ELEV Elevator THRU Throu h EXIST, LOUNGE µy . 20. PROVIDE FACILITIES FOR THE PHYSICALLY, HANDICAPI?ED .IN ACCQREiANCE WITf CA,C.-.TITLE 24 EXIST. BAR EMER Emergency T.O.W. Top a Wall AND AS REQUIRED BY THE UNIFORM BUILDING CODE 1997.ED1110N, W I EST Estimate TR Tread EXP Expansion TYP TypicalUP 21, IT SHALL BE THE RESPONSIBILITY OF. THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES MEZ O E.I.F.S. Exterior Insulation T.J. Tooled Joint ANINF WHETHER SHOWN HEREON OR NOT AND TO PROTECT DOWN TQ & FinishingSystem T.G. To of Curb 5HO E TT�C THEM FROM DAMAGE. THE CONTRACTOR BASEMENT y p SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION F.O.S. Face of Stud LINO Unless Noted Otherwise, OF THIS WQRK FIN Finish UR . Urinal �_ 2. - 01NTAIN" SANI'TARt TOILET FACILITIES DURING CONSTRUCTION -AS REQUIRED BY APPLICABLE UP TO l F.F. Flnish Face REGULATIONS, EXIST. MEZZANINE F. FLR. Finish Floor V.T,R. Vent Thru Roof 23. WHENEVER A REFERENCE TO A SPECIFIC BRAND NAME IS MADE IN THESE CONTRACT DOCUMENTS, F.G. Finish Grade 'VERT Vertical F.O.F, Face of Finish, V.W.C. Vinyl Wall Covering IT IS ILLUSTRATIVE AND TO BE CONSTRUED AS A SPECIFICATION WHICH DESCRIBES A COMPONENT VEST Vestibule THAT HAS BEEN TESTED OR EVALUATED AS BEST MEETING THE OPERATIONAL, DESIGN, F.S. Finish Surface PERFORMANCE, MAINTENANCE, QUALITY AND RELIABILITY STANDARDS AND REQUIREMENTS OF THE EXIST. MEN UNISEX F.E.G. Fire Extinguisher GabinetV.C.fi, Vint Composition Tile CITY OF SANTA ANA, THEREBY INCORPORATING THESE REQUIREMENTS BY REFERENCE WITHIN REST OM I FLR Floor THE CONTRACT DOCUMENTS, AN EQUIVALENT (OR EQUAL) MAY BE OFFERED BY THE BIDDER V W.C.Water closet SUBJECT TO TESTING AND EVALUATION BY THE CITY PRIOR TO AWARD OF BID.> �' SITTING AREA EXIST. KITCHEN CD F.D. Floor Drain W H Water Heater F.L. Flow Line W.P. Water Proof 24: ALL DRAWINGS AND DETA{LS.SHOWN IN THESE DRAWINGS, WHETHER REFERENCED OR NOT .� FURR Furred W. Wide Flange REFERENCED SHALL BE A PART OF PROJECT SCOPE. FTG Footing W Wide 25. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER AND REQUEST CLARIFICATION FOR F.O.C. Face of Concrete Wj With DISCREPANCIES OR OMISSIONS BETWEEN ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, I M FLSHG Flashin WD Wood AND ELECTRICAL DRAWINGS. FND Foundation W M. Water Main F.O.M.ace o Masonry _. . ` TROD M Z FR Framing c G 1. Galvanized GENERAL NOTES G,l, Galvanized Iron GA Gauge 1. SANITATION FACILITY TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBANT I GLS Glass EXIST. SITTING AREA EXIST. DANCE FLOOR SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERMAIC TILE OR OTHER APPROVED MATERIAL GR Grade WHICH, EXTENDS` UPWARD ONTO THE WALLS AT LEAST 5 INCHES. WALLS WITHIN 2 FEET OF THE � i E GYP. BD Gypsum Board w :. yp __.v - `E'RONT'TMANI7 SLOES OF URINALS AND WATER CLOSETS SHALL, BE SIMILARLY FINISHED TO A HEIGHT G.B, Gypsum Board OF 4 FEET, REFER TO CBC SECTIONS 807 AND 1115B.9.5 FOR ADDITIONAL REQUIREMENTS EXIST. SITTING AREA GKT Gasket GRVL Gravel 2. PROVIDE COMPLETE GRAB BAR DETAILS ON THE DRAWINGS SHOWING COMPLIANCE WI1H CBC I SECTION 1115B.8 INCLUDING STRUCTURAL STRENGTH TO SUPPORT A 250 POUND POINT LOAD. HOW Hardware HWD Hardwood 3. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE HGT Height OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXIST. STAGE H.C. Hollow Core EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF PREPARIDBY. HORIZ Horizontal DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO H.B. Hose Bibb OCCUPIED PORTIONS OF THE BUILDING. CBC SECTION 1202,2.1 {SECOND PARAGRAPH} S T E R N 9I9Ss1C�St�it1Y0 ! HDTG Heatinr 4. NOTE ON THE DRAWINGS HOT WATER AND DRAIN PIPES UNDER LAVATORY SHALL BE INSULATED, ARCHITECTS Costa men, a 9?G26 125' CBC SECTION 11158.2.1.2.2 ■ ■ ■ ■ ■ ■ phow (714) 5%-W6 H.D. Heavy11V5,HARDWARE COMPLYING. WITH EXITING AND DISABLED ACCESSIBILITY REQUIREMENTS CBC SECTIONS H.M, Hollow Mal { HCP Handicapped 1003.3.1.s, 1133B.2,5, AND 11338,2,5.1} SCALE: 1" = 12' FILE tom. REVISIONS tit TIC ��5:� DATA SHEET BT TITLE > DATE INTIA S MMVD DAM n�IMS i DATE INITIAS .FESTIVAL HALL .NOISE MITIGATION AtfiRYD , �G ` � `I SHEET NUMBER b 7j2/04 $uII.DIIc tPARtr�tr tIsfoNs A 224 E. THIRD STREET•�4 sue-• , SHEET INDEX 0 j07 j04 BUILDING DEPARTMENT REVISIONS v •° '` � i A Santa .Aria, CA 92701 I � :� �: �. r` ABBREVIATIONS TITLE SHEET 3cle _ a REN 31-05 ucTwN Olt+ PUBLIC TO.RKS AGENCY � l �. ..• CITY OF SANTA ANA r� Or- Ck ' DTI► t . . fiING At. GiViL I R E< N0, 3b©bp �y :y r R23 BATT INSULATION 5/8" GYP. BD. EACH SIDE (TYPE 'x' WHERE RATED) 17" MIN. SEALANT _ PULL SIDE ' 211 24" CLEAR AT EXTERIOR DOORS - ADJACENT WALL P-1 18" CLEAR AT INTERIOR DOORS co z --- I-- ~- -- MIN. TA 5 a DISPLAY 90N©MONS TA-4 / 0 liltI PROVIDE THIS ADDITIONAL LAVATORY TA-7 " q - SPACE IF DOOR IS j EQUIPPED} WITH BOTH A / :....: . ...:....:....... . :....:. LATCH AND A CLOSER --- / PUSH SIDE w u' " / 19 MAX.LLJ a DOOR - SEE PLANS N ¢ CL 48" MIN. CLEAR PA ��, P-1 comma L SYINIM 4F ACCES81M � HOLLOW MTL. FRAME, PAINTED FflONT ARPR�ACIi _ (3) ANCHORS PER JAMB "' i -' - 24"X18" METAL W% PACKED INSUL. PLAN CL � � � —�� ICE E LOUVER � ACCOUSTICAL SEALANT NSULATE HOT BASE (E} TILE BASE r 36" MIN. ATER & DRAIN p App DR -JAMB �/ p -HC-003 D R A�G7 MEAD AIM. ,►rri Hc 1 MDV Na KCAL 1 Q ACCESS DOORS, FRP-1 PULL SIDE 1►_8" SEE PLUMBING MIRROR EXISTING WOOD � � I � � "MIN, , STRUCTURE ABOVE .SCALE _j I ELEVATION #,z�=t•-o• � ELEVATION 1,2 SCALE�,• � ACCESSIBILITY SYMBOL EXISTING CEILING - 24" MIN LAVATORY f 9'-0".. •j•�I► .. W I 11 BOTH SIDE 4� 1 A F.F.. f 1/4" LAG SCREWS 0 32" O.C. LATCH APPROCH f NEW 5 8" TYPE 'X' J INSULATE HOT WATER GYP. p. OVER PUSH SIDE AND DRAIN PIPES 3 5/8" x *.20 GA. METAL STUDS 3-5//8 x 20, GA (PER CBC META. STUD FRAMING 54 MIN. 11158.2.1.2.2}, £ 16" O.C. I.C.B.O.#4782 0 16 O.C. LARK #25128 LAVGUARD BY / " SEE SPECS &DETAILS ON NEW R-19 : TRUEBRO, OR A-2 FOR ADDITIONAL R13 SOUND GATT SOUND BATT INSUL. c� APPROVED EQUAL. _ P-1 INFORMATION. 5J8" TYPE 'x' GYP. BD. NEW TOILET RM NIN{ APPROACH CATCH APPRt3ACH P-1 * 48" MIN. IF DOOR * 48" MIN. IF DOOR, TA-5 TA-6 ANCHOR TO CONC. FLOORS PROVIDE 20 GA. HAS BOTH A LATCH HAS CLOSER WJ 3i8r SHOTS 0 24" O.C. TRACK TYP. FINISHED AND A CLOSER FLOOR TA-1 TA-7 I.C.B.O. #2388 TOP & BOTTOM c, LARR #2582 TA 2 TA 3 Q :<• ... a FRP 1 SSE ELEYAT�i NOTE: FESTIVAL HALL PROVIDE 18 GA. METAL STUDS WHERE REQUIRED SHEET A-2 FOR GRAB BAR SUPPORT 07/26/64 .WL-o02-1 HC�oo7 HC-002 HC-004 FULL HEIGHT WALL w , v.aw : EI T # E ID __ ,>_ t �� �� DOOR L.EARANCE »_ , " � L..AV CL..EARANCE ,r , t, � NTS 1 2 -1 -0 j - c; ,co ;_c j 1 4-1-0 �_0 TOILET AR� CCESS� ES SYMBOL ACCESSORY MANUFACTURER MODEL NUMBER REMARKS: ° : WATER RESISTANT E [E) TILE B SE TA-1 RECESSED PAPER TOWEL DISPENSER/RECEPTACLE BOBRICK B-3944 - GYPSUM BOARD (� R TA-2 MULTI -ROLL TOILET TISSUE DISPENSER BOBRICK B-2888 SURFACE MOUNTED TILE e �' BASE TA-3 TOILET SEAT COVER DISPENSER BOBRICK B-221 SURFACE MOUNTED TA--4 SOAP DISPENSER BOBRICK B-4112 WALL MOUNTED 1 1/2"O.D. GRAB BAR, SWITCH THERMOSTAT SCAB SCALE '` ' TA-5 WALL MOUNTED MIRROR BOBRICK B-165 1836 18 X 36" WJ SS FRAME `' METAL BRACKETS: 4'--0" ELEVATION 1 2 =1-0L. Y ELEVATION �1 TA-6 36" GRAB BARS BOBR#CK B-5806 1 1 j4" X 36" O.C. MAX. W/(3)1/4"sir 1 " . ' ` t/2"=1' O" a SELF-DRILLING/SELF- TA-7 48" GRAB BARS BOBRICK B-5806 1 1/4" X 48" '1 1 J TAPPING SCREWS THRU t 3/16- THICK BACK RECEPTACLE t sus w PLATE FOR GRAB BAR a " .r 1'-BOUTLET 2" 1LV FINISH SCHEDULE nSUPPORT - TYP. € k ROOM NO. ROOM NAME FLOOR BASE N E _-- S W CEILING NT. ELEV. __ _._ _� METAL STUD WALL, PROVIDE 20 GA. METAL STUDS OR METAL BLOCKING WHERE I 2,-0„ 1 2 3 4 FIN. HGT. ' No. SHT. 100 UNISEX RESTROOM V--1 V--1 P-1 FRP-1 P-1 P-1 jFRP-1 P--1 FRP--1 > » EXIST 8 -0 2-"15- A-2 REQUIRED FOR GRAB BAR SUPPORT. 4 WOOD STUD WALE, PROVIDE 2"Xr BLOCKING FINISH FLOOR 1 -- WHERE REQUIRED FOR GRAB BAR SUPPORT, 12to x COLOR % MATERIAL SCHEDULEL I REMARKS1. PROVIDE SMOOTH GRAB BARS WITH NO SHARP CORNERS OR NUMBER MATERIAL MANUFACTURER COLOR MODEL NO. SIZE : _ - % EDGES, MIN. 1/8" RADIUS P P-2 /'UNISEX RESTRO }M __to_._._. P. PAINT DUNN-EDWARDS - FINISH: SEMI-GLO55JDOOR &FRAME (PAINT COLOR SELECTED BY BUILDING OWNER) 2. GRAB BAR TO RESIST 250 LBS POINT LOAD IN BENDING, :- P-2 PAINT DUNN-EDWARDS LINEN FINISH: EGGSHELL/DOOR & FRAME (PAINT COLOR SELECTED BY BUILDING OWNER) SHEER AND TORSION AND SHALL NOT ROTATE IN ITS FITTINGS. SITTING AREA (E) j/ 100 � V-1 VINYL SHEET FLOORING ARMSTRONG #86500 WJ INTREGAL COVE BASE. COLOR TO BE SELECTED BY BUILDING OWNER. / 2+91' A.F,F.} \� FRP-1 FIBERGLASS REINFORCED MARUJI; OR EQUAL WHITE 4'0" A.F.F. �"! /� (� %� HC-0.05 �jHC-O06 EXISTING CEILING CRAB BAR FULL SIZE RECEr"i"ASWITCHES 3 /4t'l $-01► � � FAN TO REMAIN � 5 I / ;- A-2 / I �r cp x NEW RECESSED I I DOOR'SCHEDULE.FLOURESCENT LIGHT FIXTURE 4 EXISTING LIGHT / IN CEILING, SEE ELECTRICAL FIXTURE & DOOR DOOR SIZE DOOR FRAME DETAILS F PANIC REMARKS. ti� BULB TO BE / (E) TILE FL OR TO REMOVED J NUMBER WIDTH x HEIGHT x THICK TYPE CONST. FINISH MATERIAL FINISH HEAD JAMB THRESHOLD CLOSER DEVICE NEW DOOR & FRAME REMAIN, PATCH �& �REEAIR AS REQUIRED FOR -NEW 12X12 _ 10O 3'-0" x 7'--Q" X 1 3 j4" - SC PTLHM PT 13,�A-2 13 f A�2 - Y _ PRIVACY LOCKSET, INSTALLATION OF NEW ACCESS DOORS I EQUIPMENT (PRIMED & �- SEE SPECS & DETAILS ON _ _ _ - TIONAL PAINED). SEE OlPLUMBING FOR DOOR HARDWARE SETINFORMATION.0(E). 6X6 TILE BASE TO REMAIN, TYP LOCATION. 1. RESTROOM- RESTROOM FUNCTION CYLINDER LOCKSET, CLOSER, SEALS HINGES- EXT;-MARKAR; INT.- HAGAR � � � SEE SPECS. SUBMIT COMPLETE HARDWARE SCHEDULE FOR APPROVAL LOCKS AND LATCHES - MATCH BUILDING STANDARD r PROVIDE AL., NECCESSARY HARDWARE FOR PROPER OPERATION. EXIT DEVICE -VON DUPRIN 55 SERIES ACCEPTABLE MANUFACTURERS -- (FINISH TO MATCH BUILDING STANDARD) CYUNDERSJKEYING - MATCH BUILDING STANDARD M4PAPM BY. CLOSERS - LCN (ALL CLOSER ARMS TO BE WITHIN ROOMS) CLOSERS TO HAVE HOLD OPEN FEATURE S T E R N - ACCESSORIES - PEMKO ARCHITECTS Costa gm CA 92626 DOOR STOPS - TRIANGLE BRASS (FLOOR TYPE) Phone (714) 556-M ALL DOORS TO HAVE. SILENCERS AND FLOOR STOPS ALL NEW DOOR LOCKSETS TO HAVE LEVER HARDWARE FLOOR SCALE PROVIDE 24 X18 PLAN LOUVER IN DOOR #%2 -S D �ILl+NO. -RE'VISIONS I�AI�iA�T#IEw�al� DATE FESTIVAL 'f �r-r�+ ��t� '�►h'IFET TITLE NUMBER N M DATE INITIALS DEBGRIPTION N MMU R DATE HT7ALS APPRVD N>1�R DATE INITIALS WL am.[' .ei ,J TI VAL HALL NOISE SE MI Tl CA TION� ..,,.. ,, ..�.. . 7f23f04 BUILDING DEPARTMENT REVISIONS APPl�1tI7 wy Si r� •• F�f�Y RESTROOM 22 4 E. T.�lIRD S TREE T � � : �, f07/04 BUILDING DEPARTMENT REVISIONS of rl6t�1 Santa Ana, CA- 92701 PLAN%E�E�lATIaNS, .- r SCHEDULES & DETAILS .PUBLIC WORKS A CENC�' 4 CITY OF SANTA ANA, ,:� F OF ca�.��°�� FRI IP GIYIL t kSlNl i2 PIC; ENO. %obf1 t7A7E � tr7ll3/r�4 SGAi E: f�5 NOTED