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REF, RISER RADIUS ROOF DRAIN REFERENCE EARTH SECTION CUT A SECTION IDENTIFICATION 1KA2 1 BUILDING THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND 2001 CEC, 2001 CMC, AND 2001 CPC. ARCHITECTURAL NO. 1 T-1 TITLE SHEET CL CENTERLINE FND. F.E. FOUNDATION FIRE EXTINGUISHER REFER REGTR, REFRIGERATOR REGISTER < SHEET WHERE SECTION IS DRAWN DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL BUILDING ZONING COMMERCIAL 2 caIDAG-1 CALIFORNIA DISABLED ACCESSIBILITY REQUIREMENTS 0 DIAMETER OR ROUND F.H.C. FIRE HOUSE CABINET REINF, REQ, REINFORCING REQUIRED DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE TYPE OF CONSTRUCTION V-N FULLY SPRINKLERED CALIFORNIA TITLE-24 I PERPENDICULAR # POUND OR NUMBER FIN, FIN.S, FINISH FINISH SURFACE RESIL, RM. RESILIENT ROOM ROCK FILL R DETAIL REFERENCE ARCHITECT PRIOR TO FINALIZING BIDS AND COMMENCEMENT OF ANY CONSTRUCTION. OCCUPANCY RESTAURANT B 3 Al FLOOR PLAN - SCHEDULES (E) EXISTING FL, FLASH FLUOR, FLOOR FLASHING FLUORESCENT R.O. RWD, R,W,L, ROUGH OPENING REDWOOD RAIN WATER LEADER S AND/MORTAR/PLASTER 4 DETAIL IDENTIFICATION 2. CONTRACTOR SHALL OBTAIN ALL PERMITS ,AND CHECK NUMBER OF OCCUPANTS: (15X30=450 S.F.) 450 S.F./15 = 30 NUMBER OF EXIT: 2 PROVIDED 4 A2 REFLECTED CEILING PLAN - DETAILS ACOUS ACOUSTICAL F.O.S, FPRF. FACE OF STUD FIREPROOF SHEET WHERE DETAIL IS DRAWN GOVERNING AUTHORITIES' SPECIFICATIONS FOR CONSTRUCTION 5 A3 SECTIONS- DETAILS ADD'L, ADDITIONAL A.D. AREA DRAIN ADJ. ADJUSTABLE AGGR. AGGREGATE F.S. FT. FTG, FURR, FULL SIZE FOOR OR FEET FOOTING FURRING Sr S.C. S.C.D. SCHED, SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE CONCRETE CAST IN PLACE OR PRECAST 13 INTERIOR ELEVATION 0 REFERENCE INCLUDING REMOVAL OR RELOCATION OF EXISTING UTILITIES OR OTHER PHYSICAL OBJECTS SHOWN ON PLANS OR OTHERWISE N TED NO. STORIES 1 STORY BUILDING AREA 1,037 SF MECHANICAL AL. ALUMINUM FUT. FUTURE S.D. SOAP DISPENSER 2% APPROX, APPROXIMATE ARCH. ARCHITECTURAL GA. GAUGE SECT, SH. SECTION SHELF r 7r// 7/77�1 METAL 24-�4 ELEVATION IDENTIFICATION XA1 OZ ""Wr 3. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION As 6 M-1 MECHANICAL LEGENDS GENERAL NOTES SCHEDULES ASB, ASBESTOS ASPHALT GALV. G.B1 GALVANIZED GRAB BAR SHR. SHT. SHOWER SHEET OMIT INDICATION AT SMALL SCALE 1 NECESSARY AND REQUIRED BY THE CITY OF SANTA ANA BUILDING DEPARTMENT AND CONTRACT DOCUME TS.BOARD ICASPH, 7 M-2 MECHANICAL FLOOR, ROOF PLAN AND DETAILS BD. GL. GND. GR. GLASS GROUND GRADE SM S,N,D, SAR, SIMILAR SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE WOOD, FINISH DOOR SYMBOL 0( —DOOR NUMBER 4. CONTRACTOR TO NOTIFY ARCHITECT F ANTICIPATED FINAL8 M-3 TITLE-24 COMPLIANCE FORMS MANDATORY NOTES AND DETAILS BITUM, BITUMINOUS GYP, GYPSUM SPEC. SPECIFICATION INSPECTION DATE TWO WEEKS IN ADVANCE, IN WRITING. BLDG, BUILDING BLK. BLOCK S,R, SPRINKLER RISER WOOD, FRAMING BUILDING DEPARTMENT BLKG, BLOCKING BM. BEAM H.B. H.C, HDWD, HOUSE BIB HOLLOW CORE HARDWOOD SQ. SST, S S.SK, SQUARE STAINLESS STEEL SERVICE SINK CONTINUOUS MEMBER WINDOW SYMBOL 5. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE WORK OF ALL THE OWNERS SUBCONTRACTORS AND FIXTURE CITY OF SANTA ANA PLUMBING BOT. BOTTOM WINDOW LETTER 20 CIVIC CENTER PLAZA HDWD, HDWE, HOLLOW CORE HARDWARE STA. STD, STATION STANDARD WOOD, FRAMING CONTRACTORS INCLUDING THE PERFORMANCE OF SUCH SANTA ANA, CA 92701 9 P-1 PLUMBING LEGEND GENERAL NOTES AND SCHEDULES CAB. CABINET H.M. HORIZ, HOLLOW METAL HORIZONTAL STL. STOR. STEEL STORAGE INTERRUPTED MEMBER NOTE SYMBOL NOTE NUMBER MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK (714) 647-5800 PH: 10 P-2 HOT/COLD WATER WASTE/VENT PLUMBING FLOOR PLAN C.B. CATCH BASIN CEM. CEMENT HR. HGT. HOUR HEIGHT STRL, SUSP, STRUCTURAL SUSPENDED efPLYWOOD 11 P-3 MISCELLANEOUS PLUMBING DETAILS CER, CERAMIC SYM. SYMMETRICAL 6. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE HOT/COLD WASTE WASTE/VENT & GAS RISER DIAG. C.I. CAST IRON CLG. CEILING CLKG, CAULKING I.D. INSULT INT. INSIDE DIAMETER INSULATION INTERIOR TRD. T.B. T,C. TREAD TOWEL BAR TOP OF CURB F-- GLASS OMIT INDICATION AT SMALL SCALE REVISION A10 REVISION NUMBER WITH CLOUD SOLID BLOCKING AS REQUIRED FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIM, FINISHES, AND SHALL COORDINATE AND PROVIDE ALL FRAMING BRACING AS NECESSARY CLOT CLOSET AROUND REVISED AREA AND ELECTRICAL CLR. CLEAR COL, COLUMN JAN. JANITOR TEL. TEL,BD, TELEPHONE TELEPHONE BOARD GYPSUM BOARD FOR INSTALLATION OF N.I.C. EQUIPMENT INDICATED HEALTH DEPARTMENT CONC. CONCRETE CONN. CONNECTION JT. KIT, JOINT KITCHEN TRE, T.& G. TERRAZZO TONGUE AND GROOVE OMIT DOUBLE LINES AT SMALL SCALE 7. ALL CONSTRUCTION SHALL COMPLY WITH THE GOVERNING COUNTY OF ORANGE, HEALTH CARE AGENCY, 12 E-1 ELECTRICAL SYMBOL LIST FIXTURE & PANEL CONSTR, CONSTRUCTION CONT, CONTINUOUS LAB. LABORATORY THK, T.P. THICK TOP OF PAVEMENT TYPICAL WOOD STUD WALL SHEAR PANEL TYPE OF SHEAR WALL REQUIREMENTS OF APPLICABLE CODES. ENVIRONMENTAL HEALTH SCHEDULES AND NOTES CORR, CORRIDOR LAM, LAMINATE T.P,D, TOILET PAPER DISPENSER INTERIOR 8. PROVIDE EXIT SIGNS AT ALL EXITS AS REQUIRED BY CODE. 2009 EAST EDINGER AVE. 13 E-2 POWER LIGHTING & ROOF POWER PLAN CTSK, COUNTERSUNK CNTR. COUNTER CRT. CENTER LAV, LKR, LT. LAVATORY LOCKER LIGHT T,V, T,W. TYPL TELEVISION TOP OF WALL TYPICAL 2x4 STUDS AT 16' O.C. WITH GYP. BD. EACH SIDE, EXTERIOR 5/8 WORK POINT, DATUM POINT, 9. ALL REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE. KEY LOCKING HARDWARE MAY BE USED AT THE MAIN SANTA ANA, CA 92705 (714) 667-3737 PH: 14 E-3 TITLE-24 COMPLIANCE FORMS, MANDATORY AND DETAILS MAX, MAXIMUM 2x4 STUDS AT 16' 0,C. WITH 5/81 OR CONTROL POINT UNF. UNFINISHED GYP. BD. ONE SIDE ONE SIDE 15 K HOOD DRAWINGS- FOR REFERENCE DBL. DOUBLE DEPT. DEPARTMENT M.C. MEDICINE CABINET U.N.O. UNLESS NOTED OTHERWISE and EXTERIOR PLASTER. DOOR PROVIDED A SIGN IN CONTRASTING LETTERS OF 1" OR MORE "THIS D.F. DRINKING FOUNTAIN DET. DETAIL DIA, DIAMETER MECH, MEMB. MET, MECHANICAL MEMBRANE METAL UR. VERT, URINAL VERTICAL ONE HOUR FIRE RESTIVE WALL 2x4 STUDS AT 16' 0,C. WITH ONE '�MrNl_-�Pl P 'j t�, , , ;11 , 4 4� SW., IS PROVIDED STATING: DOOR TO REMAIN UNLOCKED DURING DURING BUSINESS HOURS' P. DIM, DIMENSION DISP, DISPENSER MFR. MH. MIN, MANUFACTURER MANHOLE MINIMUM VEST. V.C,T, VESTIBULE VINYL CEMENT TILE LAYER 5/8 ' GYP. BD. EACH DOUBLE WALL WHERE OCCURS, SIDE, 10. WHERE EXIT DOORS SWING OUT OVER A LANDING, THE LANDING DN. DOWN D.O. DOOR OPENING MIR. misc. MIRROR MISCELLANEOUS W. W/ WEST WITH SHALL BE NOT MORE THAN 1/2" BELOW THE THRESHOLD. DOOR DRAWER DS. DOWNSPOUT M.O. MASONRY OPENINGDR, W.C. WD, WATER CLOSET WOODO 61 or 8' CONCRETE BLOCK WALL xm L V��,�e.11. DO NOT SCALE DRAWINGS. VPE ENERGY C%OMP,SEPARATE 0TES r\DR. PERMITS MUL MULLION W/o WITHOUT D.S.P. DRY STANDPIPE DWG. DRAWING N. NORTH WP. WATERPROOF 2 HOUR AREA SEPARATION WALL - SEE DETAILS FOR ASSEMBLY REQMT'S, 12. ALL INTERIOR WALL DIMENSIONS ARE TO FACE OF N.I.C. NOT IN CONTRACT WSCT. WAINSCOT STUD UNLESS OTHERWISE NOTED. E. EAST, NO, NOM, NUMBER NOMINAL WT. WEIGHT PLANS AND SUPPORTING DOCUMENTS SHALL BE SUBMITTED FOR E. EACH N.T.S. NOT TO SCALE R-13 ACOUSTICAL INSULATION 1,3. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF CONCRETE REVIEW AND APPROVAL BY THE BUILDING DEPARTMENT PRIOR E.J. EXPANSION JOINT EL. ELEVATION O.A. OVERALL SOUND WALL "I'M BLOCK, OR STUD UNLESS OTHERWISE NOTED. TO INSTALATION. WHERE SUCH PLANS ARE NOT PREPARED BY THE ARCHITECT OR ENGINEER OF RECORD, THEY SHALL BE APPROVED ELECT ELECTRICAL ELEV. ELEVATOR OBS. O.C. OBSCURED ON CENTER 'n, - NOT a, H 1 14. UNLESS SPECIFICALLY LOCATED, DOORS SHALL BE CENTERED 1. ALL NEW EXTERIOR JOINTS AND OPENINGS IN THE BUILDING BY THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO SUBMITTAL EMER, EMERGENCY O.D. OUTSIDE DIAMETER n",i of any IN WALL OR LOCATE DOOR JAMB 3" FROM NEAREST WALL ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR TO THE BUILDING DEPARTMENT. ENCL, ENCLOSURE OFF, OFFICE v` v S 1 Q`v LEAKAGE SHALL BE CAULKED, GASKETED, E.P. ELECTRICAL PANELBOARD EQ. EQUAL EQPT, EQUIPMENT E.W.C. ELECTRIC WATER COOLER OPNG. OPP, PRCST. OPENING OPPOSITE PRE -CAST PROPERTY LINE • a j D to •MATERIALS, 15. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS OR IN THE SPECIFICATIONS AS BEING N.I.C. OR F.B.0 ALL ITEMS, ETC. AND INSTALLATION OF SAME WEAHTERSTRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS). (SEC. 116). EXIST. EXISTING PL, PLATE 1. EXTERIOR SIGNAGE EXPO, EXPOSED EXP. EXPANSION P,LAM PLAS. PLASTIC LAMINATE PLASTER DIMENSION LINE ARE A PART OF THE CONTRACT DEFINED BY THESE DRAWINGS FACE 4 V J N *9 AND SPECIFICATIONS. 2. NEWLY INSTALLED MANUFACTURED DOORS AND WINDOWS 2. AUTOMATIC FIRE SPRIKLERS EXT, EXTERIOR PLYWD. P. PTR. PLYWOOD PAIR POINT 16. KEEP ALL PIPING, DUCTWORK AND STRUCTURAL MEMBERS AS SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER (PER 2 -53169A) 1. AFTER JULY 1, 1993, P.T.D. PAPER TOWEL DISPENSER CENTERLINE _7 _11�=M �=_ _= 1� "I'll , � � -, PTN, PARTITION sR - CLOSE TO WALLS AND AS HIGH TO UNDERSIDE OF ROOF MANUFACTURED FENESTRATION FRAMING AS POSSIBLE, HOWEVER IN NO CASE LESS THAN CLNG. PLAN. PRODUCTS MUST BE LABELED FOR U-VALVE ACCORDING TO NFRC PROCEDURES. (SEC. 116). APPROVED PLAINr4ING DIVISIOrq REFERENCE SITE PLAN 17. WHERE LARGER STUDS OR FURRING IS REQUIRED TO COVER DUCTS, STRUCTURAL MEMBERS, STRUCTURAL HARDWARE, MASTER L!) PIPING CONDUIT, ETC., THE LARGER SIZE STUD OR FURRING SHALL EXTEND THE FULL LENGTH OF THE SURFACE WHERE THE PC, Z05 EXIST'G. 'rM A I rNMISH-13ft- FURRING OCCURS. DISP-R. ACtm _T!0N TYt 18. TOILET ROOMS AND MECHANICAL EQUIPMENT ROOMS SHALL BE PROVIDED WITH A MECHANICAL VENTILATING SYSTEM TO PROVIDE ONE (1) COMPLETE CHANGE OF AIR EVERY 15 MINUTES AND CONNECTED TO THE LIGHT SWITCH . 4r PLA1 (MIN.). THIS SPACE 19. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS OTHERWISE NOTED. 3y: SITE LE(3END: 20. ALL EXTERIOR WALL OPENINGS, FLASHINGS, COUNTER t7l, FLASHINGS, COPINGS, AND EXPANSION JOINTS SHALL BE WEATHERPROOF. CON SU LTAN T 1C�il"N ifTli*-n$t T.I. SPACE ® 21. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF PLASTERED OR DRYWALL SURFACES UNLESS OTHERWISE -it PROJECT PATHS OF TRAVEL NOTED. f 0 NT,-A (7 I't" i 10 N r-, 14) (k, 7 17 DO 0 W FROM SPACE TO PUBLIC S1 TE H. C. H. C. 22, UNLESS OTHERWISE NOTED , ALL EXTERIOR AND INTERIOR 0 AREA ACCESS EXPOSED METAL TRIM , MOLDING FRAMES, CASING, jnten`()r wor T.I. or wor on ly. Z W COPING AND FLASHINGS, ELECTRICAL GEAR AND ROOF MECHANICAL No exterior alterat ions or difications. LADDER SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. > E R MG 23. ELECTRICAL AND PLUMBING CONTRACTORS TO CONNECT ALL FIXTURES AND EQUIPMENT AS REQUIRED BY CODE AND AS EMA CONSULTING ENGINEERS 22831 VENTURA BLVD., SUITE 206 SHOWN ON THE CONTRACT DOCUMENTS. WOODLAND HILLS, CA 91364 SUNFLOWER (818) 224-3004 W RASOUL EMRANI PLUMBING 'y 0, _A an, Z J_! EMA CONSULTING ENGINEER . .... JUN 4 2003 22831 VENTURA BLVD., SUITE 206 V' L WOODLAND HILLS, CA 91364 (818) 224-3004 RASOUL EMRANI ry C_ "1 0 ELECTRICAL ENGINEER cf) RE C P4 1 V ED EMA CONSULTING ENGINEERS 0 22831 VENTURA BLVD., SUITE 206 JUN 0 4 2003 WOODLAND HILLS, CA 91364 (818) 224-3004 RASOUL EMRANI M Civ of Santa Ana FWY 405 ARCHITECT -, SAIED MOTEVASSEI.ANI ARCHITECT 24532 KINGS VIEW _ZAGUNA NIGUEL, CALIFORNIA, 92677 PHONE; (949)495-7659 ARCHITECT SEAL S� 1) All Cl _1D MOT EI/4 0 O.C1C17857 REN-_ _* 0_ OF CAL I JOEL IMP 27 SKYSAIL DRIVE CORONA DEL MAR, CALIFORNIA 9262..0 Q 2003 YA & ASSOCIATES These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by YA ASSOCIATES. DESC-RIPTION •HEALTH DEPAT. CO-RRECTIONS M mp,06 APPROVED: S REVIEWED: S BUILDING DEPT. 4/10/2003 4% HEALTH DEPT. 4/10/2003 BIDDING — PLOT DATE: AW 6/03/03 DRAWN: MY PROJECT NO. 2003.003 SCALE: AS SHOWN COVER SHEET SITE PLAN SHEET TITLE: T-1 SHEET NO. 1 OF 15 _-.Mono I LCI, "rT6 EXTERIOR WALL 00 ��Z LL. I L_ SCALE: 1 /4"=V-0" (1 12 00 42" M I . N MAX. 1 " MA . I 01 I 19 24 MIN. r-- SIDE VIEW X=52" MINIMUM WHEN WATER CLOSETS ARE IN STALLS X=54" MiNIMUM WHEN WATER CLOSETS ARE NOT IN STALLS (SUCH AS iN SINGLE ACCOMODATION ROOMS OR OPEN TOILETiNG SITUATIONS) i . TOILET REQ. SCALE: N.T.S.1C6_ 4' FRP WAINSCOT ALL 4 WALLS TOILET PAPER I HANDICAP PARKING HOLDER WITHOUT SIGN (TYP.) STOPS INTERNATIONAL S' OF ACCESSIBILITY STALL EMBLEM. / -- ACCESSIBLE AISLE 18' 11 IIN. MINIMUM AISLE /-8' WIDTH REQUIRED AT "VAN ACCESSIBLE" PARKING SPACES. TYP. PARKING REQ. � N.T.S.4 WHERE DOUBLE FACE SIGN OCCURS, USE GALVANIZED BOLTS @ 4 CORNERS 36" MIN. 6" CD BLUE BACKGROUND EQUAL P+ TO COLOR NO, 15090 IN 10 12" MAX. FEDERAL STANDARD 595z. MIN, SYMBOL &MIN, 3° HIGH VIH_f& OD aLETTERS TO BE o o >HIGHWAY WHITE _\ ' o ¢REFLECTORIZED SIGN (STL. PORCELAIN) W/ BEADED U ' v TEXTURE OR EQ. BOLTED I � � I �ET % TO UNISTRUT, ADD "VAN ACCESSIBLE" SIGNAGE AS REQUIRED PER SITE PLAN, 0 a N � � CONCRETE WALK ^ n 0 Q ( ° ,.2 SO, GALV, STL, CNN UNISTRUT SET IN CONC. N U FTG. SLEEVED & BOLTED FRONT 0 N T VIEW g° NOTEi THIS DETAIL IS FOR SIGNS LOCATED IN DIA. WALKS OR BEHIND CURBS TOILET INTERIOR SCALE: 1/40-19-0" 1 T TOILET Q. SCALE: N.T.S. 7 DISABLEE") STALL SIGN -SGN08 02 40 36 30" MIN. 18" MIN EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE. (CENTERED AT ENTRANCE TO STALL IS RECCOMENDED) I TOILET INTERIOR SCALE: N.T.S. (13) A C"C" " E S. L AV. SCALE: N.T.S. 1(8)1 SYMBOL SCALE: N.T.S. 1(3)1 M1 6" PLUMBING WALL Q PAINT ALL 4 WALLS WITH AN ENAMEL BASED PAINT. COLOR WHITE ® 4' HIGH FRP WALL PANELS 4 EXISTING FLOORING WITH 6" HiGH COVE BASE 0 CONCEALED MOUNTING 36" GRAB BAR © CONCEALED MOUNTING 42" GRAB BAR M INSULATE HOT WATER & DRAIN PIPES ® TOILET WRAP DRAIN AND 0 MIRROR 18" X 36" IN S.S. FRAME W/ FURRING AT DRYWALL HOT WATER PIPET Iq TOILET PAPER HOLDER 11 LIGHT FIXTURE EXHAUST FAN WALL MOUNTED LAVATORY 8" MAX. KNEE _46" MAX TOE 60" DIAMETER TURN SPACE CLEARANCE CLEARANCE 1� PAPER TOWEL DISPENSER 1 %'� MIN' TOILET TE . LAV. SCALE: N.T.S. 179 GENERAL NOTES : 1. EACH SEX SHALL HAVE SEPARATE TOILET FACILITIES WHERE THE NUMBER EMPLOYED EXCEEDS FOUR and BOTH SEXES ARE EMPLOYED. UBC Sec. 705. TOWELS 2. TOILET ROOMS SHALL BE VENTILATED with WASTE MECHANICAL EXHAUST SYSTEMS CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. UBC Sec. 705 3. SEE DOOR SCHEDULE, SHEET A-1, FOR DOOR INFO. 6" 36" 18" Max. Min. Min. �® y N p " ti in. p C 9 .y d. N :2 18" z N 00 ` Privacy Lock on Door. 18" L 32" AIn• CLR. MIN. TYP. TOILET RE'U". CV J MEN DOOR MOUNTED SIGNAGE (TYP.) NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR -MOUNTED SIGNAGE. SCALE: N.T.S. K 4 1 GENERALCODE NOTES. 2. TACTILE SIGNAGE FOR PEOPLE W/ VISUAL DISABILITY. SECTION 1117B.5.2. E. SINGLE ACCOMMODATION TOILET FACILITIES (SECTION 1115E-7-2) a/ CHARACTER WIDTH TO HEIGHT RATIO IS BETWEEN 3:5 AND 1:1. STROKE WIDTH 1. THERE SHALL BE A 60" CIRCLE THAT IS 27" AFF MINIMUM OR SUFFICIENT SPACE TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. b/ CHARACTERS AND SYMBOLS SHALL BE OF CONTRASTING COLOR TO THEIR THIS PROJECT IS TO BE BUILT IN STRICT OBSERVANCE OF ALL APPLICABLE CODES & CITY ORDINANCE. WHENEVER THESE VARY, THE MOST STRINGENT PROVISION SHALL BE IN THE ROOM NOT ENCROACHED BY THE DOOR SWING FOR A WHEELCHAIR MEASURING30" WIDE BY 48 TO ENTER THE ROOM AND PERMIT THE DOOR TO BACKGROUND. c/ PERMANENT SIGNAGE IDENTIFYING ROOMS OR AREAS OF A BUILDING APPLIED. THE CONTRACTOR WILL ALERT THE OWNER AND THE ARCHITECT WHENEVER CLOSE. MUST BE SANSSERiF CHARACTERS 5/8" TO 2" iN HEIGHT AND RAISED 1 /32". THESE DRAWINGS ARE IN CONFLICT WITH SUCH CODES OR ORDINANCES AND WAIT FOR 2, THE WATER CLOSED SHALL HAVE A 28" CLEAR SPACE FROM A FIXTURE OR A STROKE WITH OF CHARACTERS SHALL BE 1/4" MIN. A RESOLUTION THERE OF BEFORE PROCEEDING WITH THE CONSTRUCTION. 32" CLEAR SPACE FROM A WALL, 18" FROM CENTER LINE TO THE NEAR WALL d/ SIGNAGE IDENTIFYING ROOMS OR BLDGS. AREAS SHALL BE LOCATED ON THE ALL WORK TO COMPLY THE 1997 NEC. ALL EQUIPMENT TO BE U.L LISTED. LIGHT AND 48" CLEAR SPACE IN FRONT OF THE WATER CLOSET. (60" WHEN THERE iS WALL NEXT TO THE LATCH SIDE OF THE DOOR 60" AFF _ OR 6" FIXTURE IN CONTACT WITH INSULATION TO BE U.L. LISTED FOR THERMAL BARRIER OR A SIDE ENTRY TO AN ACCESSIBLE STALL) . INSTALL COMPLYING GRAB BARS. e/ LETTERING ON SIGNS TO BE READ AT A DISTANCE OR POSTED ABOVE THE PROVIDE 3" MIN. CLEARANCE. FLOOR IS 3" MIN. 3. WATER CLOSET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, SHALL f/ PICTOGRAMS MUST INCLUDE LETTERING AND A 6"X6" BACKGROUND. NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE GRISP. MOUNT <<44" AFF L <<5 {b.'s FORCE. Disability AccessNotes 4. FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE STALL NO MORE REQUIRED TO CONTROLS SHALL NOT THAN 44" AFF. THE FORCE ACTIVATE H,1 LOCKERS= EXCEED 5 POUNDS SECTION 1502.B- 1. SITE DEVELOPMENT 5. ELECTRONIC FLUSH VALVES ARE PERMISSIBLE AND PREFERABLE. WHERE LOCKERS ARE PROVIDED FOR PUBLIC CLIENTS EMPLOYERS, PARTICIPANTS OR MEMBERS, AT LEAST ONE AND NOT LESS THAN 1 % OF ALL General Requirement: Site development and grading shall be designed OF TRAVEL PROVIDED TO THE LOCKERS. LOCKER HANDLES SHALL COMPLY. to provide access to primary entrances and access to normal paths of F. SANITARY ROOM FIXTURES AND ACCESSORIES. SECTION 1115B.6.4. travel, and where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, etc. 4.3.2(1) 1. WATER CLOSET: THE HEIGHT SHALL BE BETWEEN 17" TO 19" MEASURED TO THE TOP OF THE HANDICAPPED PARKING SPACES 4.1.2(5)(9) SEAT. SECTION 1502.B. ALSO SEE ITEM D. ABOVE AND SECTION 1115B.7.2. 1. Spaces shall be so located that handicapped persons are 2. URINALS: J. CORRIDORS & AISLES = (SEQTIQN 1Q05/1133B, & 6.6) not compelled to wheel or walk behind parked cars other a/WHEN URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE than their own. 30"X48" LONG IN FRONT OF THE URINALS SECTION 1115B.9.4. 1. AISLES SERVING 1-SIDE ARE > 36" WIDE OR > 42" WIDE IF SERVING BOTH 2. Single standard parking spaces shall be 9 ft. wide x 18 ft. b/ THE URINAL SHALL PROJECT 14" MINIMUM FROM THE WALL ON WHICH IT IS SIDES -MEASURE AISLE WIDTHS AT FARTHEST POINT FROM AN EXIT CROSS -AISLE OR FOYER AND INCREASE WIDTH BY 1-1/2" FOR EACH 5 FT. with an adjacent 5 ft. wide loading area on the passenger side of the vehicle. 4.6.3 MOUNTED. SECTION 1503.8 c/ A MAXIMUM OF 17" AFF. SECTION 1503B. TOWARD THE EXIT CROSS -AISLE & FOYER- CON TIN STRAL SATING AISLES ARE >44" (SECTION 1133B.6.2.) 3. Van accessible spaces shall be 9 ft. wide x 18 ft. with an d/ FLUSH CONTROLS FOR URINALS SHALL BE OPERABLE WITH ONE HAND AND TO INDIVIDUALS WITH A DISABILITY. adjacent 9 ft. wide loading area on the passenger side of NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST, SHALL BE MOUNTED the vehicle. 4.6.3 NO MORE THAN 44" AFF AND THE FORCE TO ACTIVATE THE CONTRAS SHALL 4. Double parking spaces sholl be 23 ft. wide x 18 ft. with a 5 NOT EXCEED 5 POUNDS. SECTION 1503B. ft. loading area between the two 9 ft. vehicle spaces. 3, LAVATORIES: 4.6.3 a/ A 30"W X 48"L CLEAR SPACE IN FRONT OF A LAVATORY WHICH MAY ADJOIN 5. Maximum slope of parking surface in any direction shall OR OVERLAP AN ACCESSIBLE ROUTE AND EXTEND INTO THE KNEE TOE SPACE not exceed 2%, 1/4" per foot. UNDER THE LAVATORY. SECTION 11156.9.1.1. 4.6.3 b A 29" WIDE KNEE SPACE, EXTENDING 8" BENEATH THE LAVATORY, THE LAVATORY BOWL MAY PRO TRUCE INTO THE 29" HIGH KNEE CLEARANCE BUT A 6. Parking spaces shall be identified by sign with the 27" MIN. CLEAR KNEE SPACE MUST BE MAINTAINED. THE TOE SPACE IS 30" international symbol of accessibility mounted on a post or WIDE, 8" HIGH AND 17" DEEP. SECTION 1504B.9.1a/ wall in front of space. Sign shall be reflectorized, white on c/ LAVATORIES ARE MOUNTED 18" TO CENTER LINE FROM A SIDE WALL dark blue background, at least 70 sq. inch in area, and d/ LAVATORIES ARE 34" MAX. TO THE TOP OF THE BOWL AFF. mounted 80" above grade for post when in a path of travel, e/ INSULATE OR OVER THE HOT WATER AND DRAIN LINES UNDER THE LAVATORY or 36" above grade for wall mounting, f/ FAUCETS AND OPERATING MECHANISMS ARE OPERABLE WITH ONE HAND, DO 4.6.4 NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST, HAVE A 5 POUND CURB RAMPS 4 81 MAXIMUM FORCE TO ACTIVATE CONTROLS AND SELF -CLOSING VALVES MUST REMAIN OPEN AT LEAST 10 SECONDS - LEVER, PUSH TYPE AND ELECTRONICALLY 1. Curb ramps shall be located wherever a pedestrian path CONTROLLED MECHANISMS ARE ACCEPTABLE. crosses a curb. 4.7.1 l minimum width with maximum 2. Curb ramps shall be 48" 4. ACCESSORIES = (SECTION 1115B.9) a/ THE BOTTOM EDGE OF MIRRORS ARE 40" AFF MAXIMUM. SECTION 11158.9.1.2. slope of 8.33% (1:12) Flared sides of curb ramp shall have a maximum slope of (1:12), or 8.33% (1:12) where b/ PAPER TOWELS, SANITARY NAPKINS, WASTE RECEPTACLES AND DISPENSERS there is pedestrian croossss traffic. WITH ALL OPERABLE PARTS ARE NOT MORE THAN 40" AFF. SECTION 11158.9.2. 4.7.3 c/ LOCATE TOILET TISSUE DISPENSERS ON THE ALL WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEAT AND 19" MINIMUM AFF. SECTION 1115B.9.3. 3. A level 48" minimum depth landing is required at top of d/ CLOTHES HOOKS SHALL BE MOUNTED 48" AFF MAXIMUM. curb ramp over entire curb romp width. e/ LIGHT SWITCHES MOUNTED 36"-48" AFF. 4.7.5 4. if no landing is provided, the slope of flared sides shall not 5. GRAB BARS = (SECTION 1115B.8) a/ GRAB BARS ARE LOCATED ON BOTH SIDES OF A 36" WIDE WATER CLOSET exceed 8.33% (1:12). 4.7.5 STALL OR ON ONE SIDE AND THE REAR OF A 60" WIDE STALL THAT PROVIDE A. A SIDE TRANSFER. SECTION 11 B.8.1. b/ MOUNT SIDE GRAB BARS 3' AFF, AT LEAST 42" LONG AND EXTENDING 24" WALKS AND SIDEWALKS MINIMUM IN FRONT OF THE WA tR CLOSET - A 36" MINIMUM LONG REAR GRAB BAR MOUNTED BETWEEN 33" AFF - SECTION 1115B.B.1. 1. Walks shall have a continuous common surface, not c/ THE DIAMETER OF THE GRIPPING SURFACE OF A GRAB BAR SHALL BE 1-1/4" interrupted by steps or by abruet changes in level TO 1-1/2". SECTION 1115B.8.2. exceeding 1/4" and shall be 48 minimum in width unless a d/ THE SPACE BETWEEN A GRAB BAR AND THE WALL SHALL BE 1-1/2- natural condition causes a hardship and then 36" SECTION 1115B.8.2. minimum. 4.5.2 e/ A GRAB BAR AND ANY WALL SURFACE ADJACENT TO IT SHALL BE FREE OF 2. Abrupt changes are allowed up to 1/4", changes in level ANY SHARP OR ABRASIVE ELEMENTS AND A MIN. RADIUS OF 1/8". between 1/4 and 1/2" shall be beveled with a slope no SECTION 1115B.8.4. greater than 1:2. 4.5.2 f/ GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS - SECTION 1115B.3.5. 3. Changes in level greater than 1/2" shall comply with ramps. g/ GRAB BARS TUB AND SHOWER SEATS, FASTENERS & MOUNTING DEVICES 4.5.2 SHALL BE DESIGNED FOR A 250 POUNDS MINIMUM LOADS. SECTION 1115B.8.3.2. 4. Slopes in the direction of travel shall not exceed 5% (1:20) F1 KITCHEN SINKS = (SECTION 1508) unless it complies with ramp standards. 4.3.7 KITCHEN SINKS ARE REQUIRED TO HAVE A LEVER, PUSH -TYPE OR ELECTRONICAL- B 5. Surfaces must be slip resistant as a medium - salt finish. LY OPERATED FAUCETS, WITH A 6 POUNDS MAX-OPEN'G FORCE - SELF -CLOSING 4.5.1 FAUCETS SHALL REMAIN OPEN 10 SECONDS MINIMUM - SECTION 1508. ENTRANCES AND CIRCULATION F2 EMPLOYEES WORK AREA= (SECTION 11228. 11238.) 1. ALL ENTRANCES, REQUIRED FIRE EXITS AND NORMAL PATHS OF TRAVEL a/ A 36" MIN. WIDE AISLE TO AND BEHIND ALL EMPLOYEE WORK STATIONS ON A LEADING TO SUCH ENTRANCES/EXITS SHALL COMPLY AND BE ACCESSIBLE ACCESSIBLE FLOORS - COUNTER TOPS USED AS WORK SURFACES ARE 36" MIN. FIRE EXITS MAY BE EXEMPTED IN BUILDINGS WITH FULLY SUPERVISED WIDE AND 28" TO 34" AFF. 57. OF FIXED OR BUILT-IN SEATING/ TABLES HAVE SPRINKLER SYSTEM OR ;HAVE A COMPLYING AREA OF RESCUE ASSISTANCE A 27" AFF X 30" WIDE X 19" DEEP KNEE SPACE AND THE TABLE/ COUNTER OR EXIT FROM STAIRWELLS AND NON -REQUIRED EXITS EXCEEDING 24" IN TOPS ARE 28"-39" HIGH - SECTION 1122B.4. HEIGHT. - SECTION 1009 B.1.1 b/ CHECK STANDS ARE A 38" MAXIMUM HIGH, PLUS A 2" HIGH EDGE, BY 36" 2. ALL ACCESSIBLE ENTRY DOORS SHALL BE IDENTIFIED WITH AN INTERNATIONAL MIN. WIDE. ALL CHECK STANDS REQUIRE A 36" WIDE AISLE ON THE CUSTOMER SIDE AND 1 IN 4, 2 IN 8 OR 3 IN 15 CHECK STANDS REQUIRE A 36" WIDE AISLE ON ACCESSIBILITY SYMBOL AND (IF REQUIRED) WITH ADDITIONAL DIRECTIONAL THE EMPLOYEE SIDE. OTHER WORKSTATIONS ARE 34" MAX. AFF BY 36" MIN. WIDE. SIGNS THAT ARE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. c/ EXEMPTED SPACES ARE MAINTENANCE AREAS, MECHANICAL ROOMS, FREIGHT 3. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE 3 FT. WIDE ELEVATORS, SECU RI TY OBSERVATION POSTS, CRAWL SPACES, NARROW X 6'-8" HIGH DOORS SHALL PROVIDE A 32" MINIMUM CLEAR WIDTH WHEN PASSAGE WAYS USED BY SERVICE PERSONNEL CATWALKS, LADDERS, NOPUBLIC OPENED AT 90° SECTION 1004B.6 ROOFS, RAISED AREAS USED SOLELY AS A PROJECTION BOOTH, ELEVATOR 4. PAIRS OF DOORS MUST HAVE ONE LEAF WITH A MINIMUM 32" CLEAR OPENING. PITS OR PENTHOUSES AND SIMILAR PLACES. d/ COUNTER TOPS USED FOR WORK, DINING OR PLAY ACTIVITIES SHALL COMPLY C. SECTION 1004B.6.2 WiTH THE FOLLOWING REQUIREMENTS = (SECTION 1122B) 5. A 32" MINIMUM CLEAR OPENING IS REQUIRED WHEN AN AUTOMATIC DOOR i/ A MINIMUM OF ONE OR 5% PER LOCATION MUST COMPLY. OPENER IS USED. SECTION 1004B.6.3. ii/ COUNTERS & TABLES USED AS WORK SURFACES ARE 28"-34" HIGH BY 36" 6. PASSAGE DOORS WAALL HAVE LEVER TYPE HARDWARE, PANIC BARS, PUSH- MIN. IN WIDTH. III/ WHEN REQUIRED KNEE CLEARANCES UNDER WORK SURFACES ARE 30" PULL TYPE BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE ACCESS WITHOUT WIDE X 27" AFF BY 19" DEEP. REQUIRING THE ABILITY TO GRASP AND TURN THE DOOR HARDWARE IN A SINGLE iv/ A 36" MIN. WIDE ACCESSIBLE PATH TO AND BEHIND WORK STATIONS. MOTION. SECTION 1004B.3.1. v/ DOOR AND DRAWER OPENING HARDWARE SHALL COMPLY USE U-TYPE OR 7. HAND ACTIVATED DOOR HARDWARE IS CENTERED BETWEEN 30" AND 44" AFF. TOUCH LATCH. SECTION 1004B.3.1. vi/ THE MINIMUM NUMBER OF ACCESSIBLE SEATING EQUALS 57oOF THE TOTAL 8. THE LANDING ON EACH SIDE OF AN EXIT SHALL BE LEVEL AND CLEAR (2% MAX. SEATING. SLOPE), BE AT LEAST 60" IN DIRECTION OF DOOR SWING AND 48" MINIMUM IN OPPOSITE DIRECTION OF DOOR SWING OR 44" WHEN THE DOOR IS APPOACHED FROM THE LATCH SIDE AND THERE IS NO DOOR CLOSURE OR 44" WHEN THE DOOR IS APPROACHED FROM THE HINGE SIDE AND THERE IS NO LATCH OR CLOSURE- THE DOOR IS MEASURED IN ITS CLOSED POSITION. SECTION 1004B.9 G. ELECTRICAL & FIRE PULL DEVICES = (SECTION 2104) 9. THE DOOR LANDING (FULL SIDE) SHALL EXTEND 24" PAST THE STRIKE SIDE OF a/ MOUNT ELECTRICAL RECEPTACLES BETWEEN 15"-48" AFF. EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE OF INTERIOR DOORS OR b/ SWITCHES INTENDED FOR USE BY THE OCCUPANTS OF A ROOM TO CONTROL 36" PAST THE STRIKE SIDE WHEN YOU APPROACH THE PULL SIDE OF A DOOR LIGHTING, APPLIANCES OR ENVIRONMENTAL EQUIPMENT ARE BETWEEN 3FT-4FT FROM THE HINGE SIDE IN A 5 FT. WIDE CORRIDOR AND A 24" CLEAR SPACE FOR AFF OR 44" AFF WHEN A REACH OVER AN OBJECT MORE THAN 20" IS REQUIRED. A LATCH SIDE APPROACH ON THE PUSH SIDE - Al2" CLEAR SPACE IS REQUIRED c/ THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) OR THE HIGHEST AT THE STRIKE EDGE OF THE PUSH SIDE OF PASSAGE DOOR WHEN THERE IS BOTH OPERABLE PART OF EMERGENCY HOSES AND EQUIPMENT SHALL BE LOCATED 48" A LATCH AND A CLOSURE SEE FIG 33.2, SECTION 1004B.9.2.3a AFF MAXIMUM. 10. THE MAXIMUM VERTICAL HEIGHT OF A PASSAGE DOOR THRESHOLD IS 1/4" AND d/ WHEN EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL ACTIVATE A VISUAL MEANS OF WARNING PEOPLE WITH HEARING DISABILITIES. MAXIMUM UP TO 1/2" IF TOE IS A 1:2 MINIMUM BEVELED SLOPE - SECTION 1004B.9.1a FREQUENCY OF FLASHING VISUAL WARNING LIGHTS IS 50 FLASHES / MINUTE. ALL 11. THE BOTTOM OF ALL PASSAGE DOORS EXCEPT AUTOMATIC AND SLIDING, SHALL DEVICES MUST COMPLY W/ STATE FIRE MARSHALL GUIDELINES. e/ VISUAL FIRE ALARMS ARE MOUNTED 80" AFF OR WITHIN 6" OF CEILING, HAVE A 10" HIGH SMOOTH SURFACE ON THE PUSH SIDE, ALLOWING THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR WHICHEVER IS HIGHER, IN COMMON USE AREAS INCLUDING LOBBIES AND HALLWAYS. HAZARDOUS CONDITION - SECTION 1004B.8.1. f/ INSTALL VISUAL FIRE ALARMS 50 FT MAX. APART IN COMMON AREAS OR 100 FT MAX. APART WHEN OBSTACLES 1N A ROOM ARE 72" AFF OR LESS, IN LIEU 12. A NARRO BOTTOM FRAME WITH A BEVELED TOP EDGE (30" MAXIMUM BEVEL) OF HANGING THEM FROM THE CEILING. NFPA 72G. INSTALLED ON A GLASS DOOR (WITHOUT VERTICAL SIDE FRAMES) MAY BE USED g/ LOCATE VISUAL NOTIFICATION DEVICES IN COMMON USE AREAS SUCH AS IN LIEU OF A 10" HIGH KICKPLATE - THE LOCKING CYLINDER MUST BE FLUSH WITH RESTROOM, MUSIC ROOMS, CORRIDORS, GYMNASIUMS, MULTIPURPOSE ROOMS, THE BOTTOM CASING OR HAVE A BEVELED COLLAR (OSA CODE INTERPRETATION). OCCUPATIONAL SHOPS, ROOMS W/ EXCESSIVE NASE, LOBBIES, MEETING ROOMS. 13. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A STAIRWAY, SHALL BE 48" MINIMUM PLUS THE WIDTH OF A DOOR SWING - DOORS IN SERIES SHALL SWING IN THE SAME DIRECTION OR OUT OF THE VESTIBULE - SEC11ON 1004B.9.2.4a. 14, THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A STAIRWAY, SHALL BE 48" MINIMUM PLUS THE WIDTH OF A DOOR G.1 DINING. BANQUET & BAR FACILITIES = (SECTION 11048.5) 1. WHEELCHAIR SEATING SHALL EQUAL 5% OF TOTAL SEATING SPACES AND BE FLOORS AND LEVEL LOCATED IN ALL FUNCTIONAL AREAS. METAL 1. FLOOR SURFACES SHALL BE SLIP -RESISTANT - RECOMMENDED : 0.6 FRICTION 2. AISLES LEADING TO WHEELCHAIR SEATING ARE 36" MIN. IN WIDTH. STUDS 0 16" o.c. COEFFICIENT FACTOR - SECTION 1120B.2 3, TABLEWARE, DISH WARE, CONDIMENTS, FOOD, BEVERAGES DISPLAY SHELVES & DISPENSING DEVICES SHALL COMPLY W7 SECTION 112B.4 - FIG 11.6-17 , GYP. BD. 4. ENTRIES TO FOOD PREP. AREAS, ADA REQUIRES 36" WIDE AISLES IN KITCHENS WHERE OCCURS. AND PREP -AREAS. SECTION 1104B.5.8. .,; " FRP SET ON TOP OF TILE BASE. H. SIGNAGE = (SECTION 117B.5._1) CONT. SEALANT 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS USED TO IDENTIFY ACCESSIBLE ENTRANCES TO FACILITIES. THE SYMBOL CONSISTS OF A WHITE FIGURE ON A BLUECD BACKGROUND. THE BLUE IS EQUAL TO COLOR #15090 IN FEDERAL STANDARDS M ;; i; ( E )COVED BASE 595 a/ EXCEPTIONS= THE ENFORCEMENT AGENCY MAY APPROVE SIGNAGE THAT COMPLEMENT COLOR OR DESIGN WHEN IT IS DETERMINED THAT SUCH SIGN PROVIDE ADEQUATE DIRECTION TO INDIVIDUALS WITH A DISABILITY. ��� /---( E ) FLOOR SEE FINISH SCHEDULE SANITARY NAPKINS , CUPS TOWELS DRYER WASTE 7 �v I�J 0 0 00 x U ,'I- TED ARCHITECT ; sAIEo 4oTEVAssELANi ARCHITECT 24532 KINGS VIEW LAGUNA NIGUEL, CALIFORNIA, 92677 PHONE; (949)495-7659 STATE OF CALIFORNIA LICENSE ARCHITECT SEAL: p 40 F�9 --J �Q C17857 ? REN1-0 1011, s � qTF OF C0-fQ OWNER I JOEL IMP 27 SKYSAIL DRIVE CORONA DEL MAR, CALIFORNIA 9262 © 2003 YA & ASSOCIATES These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by YA ASSOCIATES. DESCRIPTION A • 'HEALTH CORRECTIONS i i r CORRECTIONS I- I- I- I- I�- APPROVED: SM REVIEWED: SM � BUILDING DEPT. 4/10,2003 HEALTH DEPT. 4/10/2003 BIDDING - PLOT DATE: 6 /03 /03 DRAWN: MY PROJECT N0. 2003.003 SCALE: AS SHOWN ca TITLE-24 SHEET TITLE: REQUIREMENTS caDAG-1 SHEET N0. 2 OF 15 ADJ. SHOP RETAIL EQUIPMENT : SCHEDULE NOTES0 1. PROVIDE MIN. 6" HIGH 3/8" R. COVE BASE/BALL NOSE TYPE AT KITCHEN 10. WALL MATERIAL IN RESTROOMS TO BE GYPSUM BOARDS. AND AT FRONT COUNTER AREA. 11. WALK-IN COOLER PANELS TO BE NSF APPROVED PRE-FAB. TYPE., 2. ITEMS #39, 27, 28, 40 TO MEET NEW NSF STD-7. COVE BASE TO BE METAL MIN. 4" HIGH 3/8" RADIUS. 3. LOCKER TO HAVE MIN. 6" HIGH LEGS. 12. PROVIDE CERAMIC TILE TOP BASE IN SELF SERVICE DRINK DISPENCING AREA. 4. WATER HEATER TO HAVE MIN. 6" HIGH LEGS. 13. PROVIDE SEALED WOOD AT WATER HEATER HEATER SUPPORT. 5. PROVIDE A MIN. 18" HIGH SPLASH GUARD AT MOP SINK. A14. NO HAND SPRAYER AT 3 COMPARTMENT SINK. 6. PROVIDE A MIN. 5" HIGH SPLASH GUARD BETWEEN PREP. SINK AND 3 COMPARTMENT SINK. 15. PROVIDE A DOOR -ACTIVATED AIR CURTAIN DEVICE THAT DELIVERS AN AIR 7. ITEM # 41 ICE CREAM DISPLAY FOR PREPACKAGE ICE CREAM USE. VELOCITY OF AT LEAST 750 FEET PER MINUTE ABOVE DELIVERY DOOR. 8. F-1 FLOOR MATERIAL AT FINISH SCHEDULE TO HAVE SMOOTH FINISH. 9. THE PAINT P-3 TO HAVE MINIMUM 70% LIGHT REFLECTANCE VALUE. 1. ALL COUNTER FINISHES INCLUDING UNDERSIDE TO BE DURABLE, SMOOTH, NON -ABSORBENT AND WASHABLE. U, MAM, NMI 1110 lot, MANUFACTURER: KYSON/KALT INC. LARR # 24921 SAN FRANCISCO SALES OFFICE 4637 CHABOT DRIVE, SUITE 117 PLEASONTO, CA 94588 PHONE: 800/759-5258 FLOOR PLAN EQUIPMENT SCHEDULE EQUIPMENT MANUFACTURER ELECTRICAL PLUMBING QTY BASE SIZE VOLT AMP HP WATTS BTU/HRI REMARKS HOT ICOLD WASTE GAS KBTUI REMARK 1 Arctic Air one door Freezer LEG F22CW 32"W X 29.3" D X 75"H 115 15 1 /3 1325 0 1 Thermalrite 6'x8' Walk-in Cooler N/A - 8' W X 6' D X 8' H 230 3/4 Q 8 National 32' three-tier wire shelVg LEGS 32"WX18"DX8'H + 1 RJ 3-tub sink w faucet LEGS RJ-3-1818-18-R,L 90" W X24" DX 44.5" H S S CONSTRUCTION ON S S LEGS 1/2 1/2 F.S. WASTE TO F.S. AIR GAP 3" MIN. Q 1 Advance tabco mop sink N/A 9-OP-20-X 20"WX16"Dx6"H 1/2 1 /2 1.5 Q 1 WATER HEATER LEGS A.O. SMITH BT-65 9 1/2 40 SECURE WATER HEATER TO WALL WITH 1 1 2"X18 GA. EA. STRAPS AND 1/2" DIA. ANCHOR BOLTS EA. END. O 1 RJ one tub vegetable er sink g P P LEGS RJ-1-1818-18-R,L / 39.5"W X24" DX 44.5"H 1 2 / 1 2 / F.S. 1 SYRUP BOXES & CO2 N/A 0 1 Stephan used Dough Mixer N/A VCM40 32"W X32" DX 45"H 230 5 +0 1 Krowne Hand sink w/faucet N/A HS-2 17" W X 5" DX14"H 1/2 1/2 1.25 ++ 1 1 RJ 6'x24" Stainless steel table LEGS RJTUS-FB-246 72"W X 24"D X 35"H 'SELFIELD' NSF7 el 1 jAdvance tabco work table LEGS ELAG-305-2X 48"W X 24"D X 30"H 13 1 Coca Cola Beverage fountain SELF 8 valve 22"W X 37"D X 33.75"H 115 1 /3 F.S. �+ 1 Star pizza Display Cabinet N/A HFD3ACR 28-25"WX25-75"X37.25" H 120 15 1 1800 -NSF7- +s 3 FLOOR SINKS N/A SEE PLUMB'G. DRAW 'S. +� PLAN EL. OUTLETS N/A 115 20a ALL OUTLETS TO BE GFCI, PER NEC 01 ROOF EXHAUST BLOWER N/A BY GONTRAIGTOR NOTE= BLOWER & MAKE-UP FAN TO +$ 1 ROOF MAKE-UP AIR N/A BE WIRED FOR SYNCH NOUS OPERATION. 19 1 Marsal Pizza Oven LEGS MB60S 80"WX44.25"DX80.5" H 115 3/4 20 1 Manitowac ice machine 320 N/A QY-0324A 22"WX34"DX21.5"H 115 14.4 .6K-6.2K 21 4 LOCKERS LEGS 22 1 General Slicer N/A GENERAL GS300 20.75"WX23.50"DX16.75"H 115 3 23 1 Alto-Shaam Holding cabinet 750 S/STD 5.5"WX30-5/8"DX33-7/16" 1125 8 1000 24 1 SOMMERSET SHEETER N/A 1500 15.5"WX21.5""DX21.5" H 115 1/2 2S 1 Samsung Microwave Oven N/A CM1020B 20"WX15.75"DX11-11/16" H 120 15 1400 2s 1 Computer Touchscreen Monitor N/A 13.25"WX6"DX13.5"H 27 1 BEVERAGE AIR 67' PIZZA PREP. TABLE LEG DP-67 46"WX36-3/8"DX44-3/8"H 115 6.3 1/4 H11 2a 1 BEVERAGE AIR 48' SANDWICH TABLE LEG SP 48-12 48"WX29.25DX41-5/8"H 115 9 1/3 29 1 MARS AIR DOOR, UNHEATED N/A 36NCH 3 D 1/2 �0 1 WALK-IN COMPROSOR N/A 31 1 WALK-IN COIL N/A 32 1 UNDER COUNTER ICE MAKER N/A 24"WX10 1 /2"W BUILT IN UNIT COORDINATE W/ Z:)IZZA F.S. BUILT IN UNIT COORDINATE W/ ZPIZZA �+ 1 CREDIT CARD MACHAIN N/A 6"WX11"DX2"H 1 FAX MACHAIN N/A 2 PHONE SET N/A 1 COMPUTER KEYBOARD N/A 19"WX7"WX1 "H 1 PRINTER N A 191 INOT USED - el NOT USED - 41 1 ICE CREAM FREEZER N/A BEN & JERRY 20.5"W X 23"D X 33.75" 42 STAINLESS STEEL SHELF N/A 12" W X SEE PLAN PREP TABLE LEG 2'-6"Wx2'-O"Dx2'-10"H +• MANAGER DESK LEG CAPTIVE-AlR EXHAUST HOOD LEG 602VH1 80"W X 60"D X 24"H 3/4 O EVERPURE WATER FILTER EV9324-01 7"W X 7"D X 29"H 47 iWATANI INDUCTION COOKER US-9000-15M 208 1800 SOMMERSET PASTRY MAKER SPM-45 14"W X 10.5"D X9"H 49 T88 RECIEPT PRINTER 6"W X 7"D X 6" H CASH DRAWER 13"W X15.5"D X 4"H s, AMSEC SAFE DST3214CC 14"W X14"D X 32.25"H Nemco Tomato Slicer 3 16' N55600-1 Reach -in Coke refrigerator 29.5"W X29.75"D X 76"H DINING ROOM CHAIRS LEG AMERIW00D 951 MTS SEATING 1 7PHONE: (734) 847-3875 NOTE: GENERAL CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR ALL INTERIOR COLORS AND FINISHES, COUNTERS, COUNTER TOPS AND CABINETS TO ARCHITECT AND THE ZPIZZA INTERNATIONAL FOR APPROVAL PRIOR TO INSTALLATION. NOTE: 1. SEALED CONCRETE: CHROMIX ADMIXTURES FOR COLOR CONDITIONED CONCRETE L.M. SCOFIELD COMPANY MANUFACTURER LOS ANGELES, CA PHONE: (213) 720-3000 COORDINATE COLOR WITH ZPIZZA INTERNATIONAL 2. CONCRETE TOPPING: VERIFY ALL FLOOR FINISHES FOR LEVEL FLOOR. PROVIDED COLOR CONCRETE TOPPING AS REQUIRED AND COORDINATE WITH THE ZPIZZA OWNER FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE SHOP DRAWING TO THE ARCHITECT FOR APPROVAL. MANUFACTURER: QUICKRETE SELF -LEVELING FLOOR THE QUICKRETE COMPANIES ATLANTA,GA PHONE: (404) 634-9100 LEVEL -RIGHT MAXXON CORPORATION HAMEL,MN (800) 356-7887 OR EQUAL PRODUCTS. 3. EXISTING T-BAR SYSTEM AND CEILING TILES: VERIFY ALL CEILING FINISHES AND REPLACE ALL. DAMAGED CEILING TILES AND T-BARS WITH NEW TILE. CLEAN ALL EXISTING T-BAR SYSTEM AND PAINT TO MATCH EXISTING AS REQUIRED. FINISH LEGEND BEDROOM ROOM NAME FLOOR FI EILING HGT BASE FIN. EILING FIN, WALL FIN. SC SEALED CONCRETE ST STUCCO CT CERAMIC TILE WD WOOD C CONCRETE GBX GYPSUM WALLBOARDS 1 NOTE: NOTE: SPLASH GUARD: ALL FOOD PREP AND STORAGE AREA ALL FOOD SERVICE EQUIPMENT MUST BE PROVIDE A MIN. 5" HIGH WALLS AND CEILINGS ARE WHITE COLOR AND LISTED BY NSF INTERNATIONAL OR AN S/S SPLASH GUARD BETWEEN SMOOTH TEXTURE. EQUIVALENT ORGANIZATION. 3 COMP. SINK AND ICE MACHINE WALLS AND CEILINGS BE OF A SMOOTH, NONABSORBENT,`LIGHT COLORED A DE, 3 COMPARTMENT SINKS: WASHABLE SURFACE. 3 COMPTS. 18°X18°X12" DEEP PLUMBING/SANITATION NOTES: NWITH TWO 18" SA PROVEDDRAINBOARDS t. WATER CLOSETS/FLUSHOMETER VALVES-1.6 GALLONS/FLUSH. NOTE- 2. NONABSORBENT FINISH AND BACKING FOR TOILET ROOM FLOORS, WALLS OF TOILET COMPARTMENTS AND WALLS . THERE IS NO GREASE TRAP WILL BE INSTALLED IN THIS FACILITY. <>2 WALL FINISH KEY EXISTING DOOR WITH THE 3-INCH OR LARGER ADDRESS (SUITE NUMBER) REQUIREMENTS OF RFC SECTIONS 901.4.4.1 AND 2.000RDINATE WITH LANDLORD FOR LOCATION. 7 CLEAN AND REMOVE ALL OF DEBRIS FROM EXISTING CONCRETE FLOOR AND SEAL AND FINISH FLOOR PER OWNER DIRECTION. �3 PROVIDE NEW COUNTER. ® 34" HIGH COUNTER PER ADA REQ. PROVIDE A MINIMUM OF ONE PORTABLE FIRE EXTINGUISHER WITHIN THE TENANT SPACE. THE MAXIMUM TRAVEL DISTANCE TO THE FIRE EXTINGUISHER SHALL NOT EXCEED 75-FEET. THE MINIMUM RATING CLASSIFICATION FOR THE EXTINGUISHER SHALL BE NOT LESS THAN 2A-108: C. PLAN KEY NOTE in -il EXISTING WINDOW AND GLAZING EXISTING WALL ®® F NEW STUD WALL } (E) DOOR-3'-0"X7'-0" _ REMOVE EXISTING WALL _ NEW DOOR-3$-0" X 7'-0" LEGEND #OORS: 1. ALL DOOR 2. EXIT DOORS ARE OPENABLE FROM THE INSIDE WITHOUT TH USE Of A KEY, SPECIAL KNOWLEDGE OR EFFORT. SEE EXCEPTION FOR ALLOWING KEY -LOCKING HARDWARE ON THE MAIN EXIT OG GROUP B OCCUPANCIES. SURFACE -MOUNTED FLUSH OR SURFACE BOLTS ARE PROHIBITED AUTOMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDE THE DOOR WITH THE (LUSH BOLT HAS NO KNOBS OR SURFACE -MOUNTED HARDWARE AND THE UNLATCHING OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION. (1003.3.1.8 ) EXISTING TOILETS: PROVIDE MECHANICAL VENTILATION. 3 S.F. OF VENTILATION TO PROVIDE 15 MIN. AIR CHANGE. FOOD PREP & FRONT COUNTER AREA: a VENT 12 S.F. MIN., 1/20 FLOOR AREA OR b MECHANICAL AIR CHANGE 15 CY/MIN. NOTE0 : THERE ARE LESS THAN 4 EMPLOYEES GENERAL CONTRACTOR MUST BE VERIFY ALL EQUIPMENT SIZES WITH THE MANUFACTURER INFORMATION BEFORE PROVIDING U11LITY ,PLUMBING,SEWER AND PARTITION WALLS. GENERAL CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR ALL INTERIOR COLORS,FINISHES,EQUIPMENTS, FIXTURES,HARDWARE TO ARCHITECT AND THE ZPIZZA INTERNATIONAL FOR APPROVAL PRIOR TO INSTALLATION. ALL FOOD SERVICE EQUIPMENT MUST BE LISTED BY NSF INTERNATIONAL OR AN EQUIVALENT ORGANIZATION. LLIGHT &VENTILATION PER CBC SECT N 1 02. A2 UM OF 15 CFM OF OUTSIDE AIR PER PANT IS REQUIRED FOR VENTILATION. 3 COMPARTMENT SINKS: 3 COMPTS. 18»X18"X12" DEEP WITH TWO 18" DRAINBOARDS NSF APPROVED SCALE:1/4 11=1_Ofj2 NOTE FINISH SCHEDULE FLOOR BASE WALL 1 WALL 2 WALL 3 WALL 4 CEILING N0. ROOM NAME NO' MATERIAL MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HEIGHT A F F 101 PUBLIC AREA/DINING F-1 B-2 B-2 W-2 W-2 W-2 W-2 W-2 W-2 W-2 W-2 CG-1/W-3 P-5 VARIES 101 102 COUNTER AREA F-1 B-1 B-1 W-1/W-2 W-1 W-1/W-2 W-1 W-1/W-2 W-1 W-1/W-2 W-1 CG-2 CG-2 VARIES 102 103 FOOD PREP. AREA/KITCH N F-1 B-1 B-1 W-1/W-2 W-1 W-1/W-2 W-1 W-1/W-2 W-1 W-1/W-2 W-1 CG-2 CG-2 9'-0" 103 104 WALK-IN COOLER F-1 BY MANUF. - BY MANUF. - BY MANUF. - BY MANUF. - BY MANUF. - BY MANUF. - - 104 105 EXIST'G. UNISEX RESTRO M I F-2 (E) B-3 (E) B-3 W-1/P-3 W-1/P-3 W-1/P-3 W-1/P-3 W-1/P-3 W-1/P-3 W-1/P-3 W-1/P-3 W-3 P-3 8'-0" 105 FINISH MATERIAL" SCHEDULE CEILING FLOORINGWAINSCOT CG-1 ACOUSTICAL CEILING TILE 'WHITE' 24" x 24" x 5/8" - ARMSTRONG #705A WT-1 CLASS C FIBERGLASS REINFORCED PANELS 4' HIGH MINATONE FISSURED TEGULAR TILE CLASS 'A' RATING w/ DONN 'DX' F-1 SEALED CONCRETE MARLITE 1/8" THK. P-100-CT 'WHITE' W/ ALL NECESSARY 2 x 2 SUSPENSION SYSTEM F-2 SHEET VINYLE TRIM REQUIRED - INSTALL W/ CONSTRUCTION (SUPPLIED &INSTALLED BY G.C.) ADHESIVE PER MANUFACTURER'S SPECIFICATIONS CG-2 ACOUSTICAL CEILING TILE BASE 0 WALL 24" x 48" x 1/2" - USG GYPSUM LAY -IN PANELS CLEAN ROOM VINYL #3200 W-1 CLASS C FIBERGLASS REINFORCED PANELS CLASS 'A' RATING w/ DONN 'ENVIROMENTAL' B-1 SLIM -FOOT TOP SET BASE COV MARLITE 1 /8" THK. P-100-CT 'WHITE' W/ ALL NECESSARY 2' x 4' SUSPENSION SYSTEM 6" x 6" x 5/16" TRIM REQUIRED - INSTALL W/ CONSTRUCTION (SUPPLIED & INSTALLED BY G.C.) BRIGHT ICE WHITE #25- w/ WHITE GROUT ADHESIVE PER MANUFACTURER'S SPECIFICATIONS (SUPPLIED & INSTALLED BY G.C.) SEE MANUFACTURER BELOW PAINT W-2 GB-1 5/8" TYPE 'X' GYPSUM BOARD B-2 4" HIGH RUBBER BASE W-3 GB-2 5/8" TYPE 'X' WATER RESISTANT GYPSUM BOARD P-1 DUNN EDWARDS B-3 6" HIGH SHEET VINLYE COVED BASE #113 COTTAGE WHITE TO MATCH GFRC STND. PANEL. M A 5 IUFACTURER S LIST P-2 DUNN EDWARDS #514 BONE CHINA, SEMI -GLOSS PRIMER & TWO FINISH COATS REQUIRED SLIM -FOOT TOP SET BASE COVE SUPPLIERS: DUNN EDWARDS ARMSTRONG CEILING P-3 DUNN EDWARDS WHISPER TRI-WEST 4885 E. 52ND PLACE 24422 AVENUE DE LA CARLOTA, SUITE 390 IN-H4-1, GLOSS FINISH 12005 E. PIKE STREET LOS ANGELES, CA 90040 LAGUNA HILLS, CA 92653 PRIMER & TWO FINISH COATS REQUIRED SANTA FE SPRINGS, CA 90670 (800) 537-4098 - PHONE (800) 448-1405 EXT. 8137 - PHONE (800) 669-6696 - PHONE NOTES: FLORIDA TILES CERAMIC CENTER 1330 S. STATE COLLAGE BLVD. 1. KITCHEN AREA TILE FLOOR BASE WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT. ANAHEIM, CA 92806 CONCRETE AND TILE SEALERS: MARLITE (714) 999-9575 - PHONE 1. AMERITONE 7101 16024 PHOEBE AVE. 2. AQUA MIX LA MIRADA, CA 90638 2. PAINT USED ON WALLS & CEILINGS OF KITCHEN, FOOD PREP., WORK AND STORAGE AREAS WILL SIERRA TILE SUPPLY 3. CHLORSEL (310) 944-0157 BE A LIGHT COLOR - GLOSS OR SEMI -GLOSS PAINT. 1700 E. WINSTON RD. CONTACT: MONA ANAHEIM, CA 92805-6448 3. PROVIDE SEALANT BETWEEN ALL FRP PANELS AND ADJOINING MATERIALS, i.e. TILE BASE AT BOTTOM, 714 778-6171 - PHONE CEILING AT TOP, DOOR JAMBS AND THE LIKE. ARCHITECT sAIED moTEVAssELMII ARCHITECT 24532 KINGS VIEW LAGUNA NIGUEL, CALIFORNIA, 92677 PHONE1 (949)495-7659 STATE OF CALIFORNIA LICENSE ARCHITECT SEALI AR �lv 0 40 LF _j CW 0.C17857 � 7� REN�6 �, �3 s � F CA OWNER I JOEL IMP 27 SKYSAIL DRIVE CORONA DEL MAR, CALIFORNIA 9262 © 2003 YA & ASSOCIATES These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by YA ASSOCIATES. THERE IS NO GREASE TRAP WILL BE REVISIDNS • ! HEALTHP. • " • APPROVED: SM REVIEWED: SM BUILDING DEPT. 4/10,2003 HEALTH DEPT. 4/10/2003 BIDDING - PLOT DATE: 6/0303 DRAWN: MY PROJECT N0. 2003.003 SCALE: AS SHOWN FLOOR PLAN SHEET TITLE: SCHEDULE EQUIPMENT SCHEDULE 15 I ROOM FINISH SCHEDULE ! 1 .. I 2 57 Q'�l ► 131 SHEET NO. 3 OF 15 OVIDE MAID RUNN TO WALL R MANUFACTURER Q . HOOD EXHUST FAN BASE 2 TTACH ED GYP. BD. C ILL N G TO UNDERSIDE OF ROOF UR LINS. 1 �2" 'ANCHOR BOLTS ON 3 -0" O.C. MAX. AND 12" of I F3 1-LAYER 1/2" GYP. BD. CEILING ATTACHED EACH CORNER W/ WASHER ON TO DRY WALL SUSP. ON BOTH ENDS OF BOLT W/ NUT AT END CEILING METAL SYSTEIlIk PER ARMSTRONG ----- MANUF. REQ. GALV SHEET METAL COUNTER FLASHING I WOOD NAILER 7GYP. s BD. SUSP. CEi SYSTEM RIGID INSULATION BY ROOFING ._._. CONTRACTOR a CEILING ABOVE WA"ER NEATER NIGHT VERIFY AT FIELD. ROOF MOUNTING FRAME WITH SEISMIC RESTRAINT BRACKETS LEQENa FURNISHED W/ HOOD EXHAUST UNIT (E) SUSPENDED 4-BAR SYSTEM „ 6 MIN HIGH LEVEL ROOF CURB SHAPED AS REQUIRED FOR ROOF TO REMAIN. SLOPE (E) ROOFING NEW SUSPENDS DRY WALL SYSTEM '''' PER ARMSTRONG (E) ROOF FRAMING 5'-0" II MANUFACTURER REQ.'D. NEW ROOFING TO EXTEND (E) 2X4 RECESSED LIGHT FIXTURE 5' AROUND NEW HOOD FAN UNIT CONTACTOR TO PROVIDE 10 SEE DETAIL 8/A-2 FOR YEAR ROOFING WARRANTY FOR NEW ROOFING. (NEW ROOFING FRAMING AND OTHER INFO. 0 NEW RECESSED LIGHT F. TO MATCH EXISTING ROOF SYSTEM )7RA-104-HOODVENT NEW EXIT SIGN LIGHT. EXHAUST HOOD FAN CURB 18 REFLECTED GELLING PLAN KEY NOTES 6A SCALE: N.T.S. (N) Ill 4 X 8 SLEEPER fA!99'. -rX4TF0 HVAC UNIT BASE 1/2"' ANCHOR BOLTS ON---------- 2-SIMPSON A35N ANCHOR 3 -0" O.C. MAX. AND 12" OF EACH CORNER W/ WASHER ON AT EACH SLEEPER ON BOTH ENDS OF BOLT W/ NUT AT END GALV SHEET METAL COUNTER II WOOD NAILER FLASHING N DF.L 3X4 RB FRAMING RIGID INSULATION BY ROOFING WATERPROOF ALL CONTRACTOR _""'--- ROOF PENETRATIONS CURB FRAMING ROOF MOUNTING FRAME WITH PATCH & REPAIR SEISMIC RESTRAINT BRACKETS FURNISHED W/ HVAC UNITS 6" MIN HIGH LEVEL ROOF CURB A_- ROOF PLYWOOD SHAPED AS REQUIRED FOR ROOF WEATHING SLOPE — (E) PURUNS (E) ROOFING SEE ROOF PLAN (E) ROOF FRAMING II FOR SIZE 5'_O" 5/8" A307 BOLT W/1/4" WASHER PL NEW ROOFING TO EXTEND ® EA. END 5' AROUND NEW HVAC UNIT CONTACTOR TO PROVIDE 10 SEE DETAIL BELOW FOR YEAR ROOFING WARRANTY FOR FRAMING AND OTHER INFO. Q NEW ROOFING. (NEW ROOFING TO MATCH EXISTING ROOF SYSTEM EQUIPMENT EQUIPMENT SUPPORT SCALE: N.T.S. 19 5/8" A307 BOLT 3 1/2" W1/4 WASHER PL MIN. ® EA. END 4"X 16 GA. HW SUPPL (N) DF.L 3X4 SUPPORT STUDS CaLIG. CUURB FRAMING COMBINATION TEMPERATURE CW MAKE UP AND PRESSURE RELIEF V DUNTODETAIL I -•--AMTROL THERM-X-TROL DN TO EXTERI No. ST-5 EXP. TANK OF BUILDING IOR PLAN VIEW HVAC UNIT 11 1 L I ----- ____1j &LEG SECURE WATER HEATER TO13 L4 WALL WITH 1Y"x18GA. STL. SEISMIC BRACKET STRAPS W/N0. 4 HILTI GHEATER A7ERou HWH SCREW 0 EA. END $ rA GALVANIZED ' DRAIN PAN t 4 w GAS REGULATOR MDF.L 3X4 RB FRAMING 4"X 16 GA. ,".1^ HOSE BIBB BACKING 43/4" PLYWOOD 1/4" NUT AND BUILT-UP ROOF BOLT, TYPICAL PATCH &REPAIR — 2"x 2"x 1 /8" 4 3/4" DRAIN TO ANGLE *07 c SERVICE SINK. 0. 2,-O"t (2 BRACKETS REQ'D.) - ROOF (( )) z SHHEATHING PLYWOOD N � (4) HILTI 1/4-14 HWH (N) DF.L 3X6 SUPPORT SELF DRILL SCREW JOIST 5/8" A307 BOLT W/1 /4" WASHER PL 3'-8" MIN. 0 EA. END WATER HEATER PLATFORM SCALE: N.T.S. 120 SEISMIC RESTRAINT HVAC EQUIP. CURB S SEALANT GALV. STL. ROOF MOUNTED COUNTER FLASHING EQUIPMENT, VENT, W/ PIPE CLAMP SET ETC., TYP. IN SEALANT. SHEET METAL GALV. STL. MAINTAIN OCCURS HERE PIPE ROOF JACK, LEVEL TOP. CARRY ROOFING OVER SIZED FOR PIPE. T F CURB. I A IF CURB FROM r— FLASHING COMPOUND n euencn N 0 6" (TYP. NNAWISM9016A RUNNER SUSP. CL'G. COMP. ROOF JOIST FINISH ALL STEEL. (SEE STRL. DWGS) 17 EVAP. COOLER & VENT THRU ROOF 16 3/4" DIA. x 14 GA. 12 GA. SPLAYED STL. TUBING ® 12'-0" Q.C. BRACE WIRE WITH MAX. CRIMP BOTTOM COMPRESSION STRUT AT 12'-0" MIN. (4) TIGHT FLAT & ATTACH T O.0 MAX. (8" MAX. FROM TURNS IN 1-1/2". MAIN RUNNER WI END OF MAIN RUNNER) (2) #12 S.M. 45* SCREWS, (TYP.) 12 GA. VERT. HANGER WIRE 0 4'-0" O.C. WITH MIN. (3) TIGHT TURNS IN 1-1/2". -'-- CROSS RUNNER 12 GA. SPLAY WIRE BRACING IN PLANE OF EACH RUNNER - VERT. ANGLE ® 45 DEG. (TYP.) MIN. 4 TIGHT TURNS IN 1 1/2- BOTH ENDS OF WIRE TYP. 0 2" MAX. FROM BRACE WIRES TO CROSS RUNNERS. JA SUSP. CEILING MAIN RUNNER, 0 4" O.C. CROSS RUNNER 0 2'-0" O.C. 1. filmilm:10101afiiLe FIBER CANT, TYPICAL ROOFING I PEEN OVER ■ END OF BAR 2-2x6MIN. ---''� NOTE: GENERAL CONTRACTOR MUST SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR THE T-BAR SYSTEM AND GYPSUM T-BAR SYSTEM BY ARMSTRONG PRIOR TO INSTALLATION FOR APPROVAL. REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" L EVAP. 1 2 3 4 COOLER AC-1 EXHAUST BEYOND SEE MECH. BLOWER SEE. MECH. SEE ME FOR FOR FOR LOC ION LOCATION LOCATION PATCH & REPAIR AROUND THE ROOF OPEN'GS. (E) ADJ. SHOP --SEA D TAILS--TW. I( ► II � E 4X1408' O.C.Oi'Ii'—" () (E) 4 X 14 � 8 0 o.c. _ � [�.. � � � � � � -"— t PURLIN I 19 PURLIN I I'I A-2 W 1E ,FT22" DIA. EXHAUST I EVAP. x w COOLER EXISTING °,° AIR UCT DN. I �) ROOF x I� N I WEIGHT 350 LBS � '' II oo I-N( oo SEE DETAIL 16/A— '� I — L �U " � x 10' 0' 25 11 t9 LU (E) �4 0 8 -0" O.C. � � (E) 4 X 14 CAD 8'-0" H OD FMAKE-UP r .., r ,.�., .m .®� .—. AIR PURLIN Www� MECH. QUIP. PURLIN Fw SE DETAIL 18 A-2 WATERPROOF P WEI HT 125 LEIS RAP AROUND 0 D DUCT 'n 1 � III ALL PENETRATIONS W� FIREMAST R DUCT ROOF OPEN'GS. WEIGHT 7�O LBS 1 0 FROM HOOD TO ROOF SEE DETAILS TYP. x l SEE DETAIL, 8 A-2 I x TV I PROVIDE CRICKETS �-: �r d- �; 9 STACKED -APE I PER ANUF. RE MENDATION AS REQUIRED Z Z A-3 OVEN HOOD _ VERIFY ® SITE SEE DETAIL 15 4 X� 4 t -�O.C. E 4 X 14 C� 8'-0' C. 3 FOR HOOD MF . PURLIN PURLIN SEE DETAIL 5 SCALE 7 FOR OVEN M 7R. ROOF PLAN N.T.S. ' FRAMING, SEE DETAIL 3/A-3 SUSP CLG SYSTEM 8" MAX 12" O.C. 3 BURGLAR BARS: WOOD�MIN.'8»� HIGH, .N.O.) OVEN SECTION 11 3/40 RODS 0 6" O.C., EA. WAY, WELD MARSAL & SONS, INC. CAPTIVEAIRE HOOD 0 ALL INTERSECTIONS. 2 x 2 x 1/4" ANGLE GAS FIRED OVEN. 17910 SKYPARK, SUITE 210 BOLTED TO ROOF" STRUCTURE 0 18 181 EAST HOFFMAN AVENUE IRVINE, CA 92614 -""' MAX. O.C. ALL (4) LINDENHURST, NY 11757 PHONE:949 660-7701 ( ) -----,.�y-_'=='-- SIDES. PHONE: (631) 226-6688 NFPA # 96 - - FAX: (631) 226-6890 ICBO # 4416 10 NO MODEL MB-60S STACKED OVEN NSF APPROVED WELD BURGLAR BARS TO FRAME 0 EA. OTHER, PROVIDE B�tGLAR BARS 0 ALL FLAT TOP UNIT EXTEND GYP BD FIN 6" ABV FIN CLG @ SUSP CLG SYS, TYP WHERE OCCURS Ell I.C.B.O. RESEARCH REPORT MAIN RUNNER #3350 PLIES TO THIS ASSEMBLY ® (2) #8 WOOD SCREWS �— PERIMETER PERIMETER JOIST, PURLIN OR MEMBER MEMBER 10 SUB—PURLIN 0 STARTER OPPOSITE Q 1" DIA. RIGID CONDUIT WALLS WALLS i COMPRESSION STRUT SECTION 5/8" GYP BD OVER SPUC AS NEEDED W 3//4" DIA. INSTALL COMPRESSION STRUT METAL STUDS,OR BY 6' CONDUIT AND �8 MACHINE FROM WA EA. DIRECTION OR EVERY 144 SCREWS AND NUTS. MAIN RUNNER SF. OF CEILING AREA PER UCB SUSP. CEIL'G SYSTEM w J STANDARDS 47-18 SEE DETAIL 3/A-3 5 Q CROSS RUNNER 412 WIRE BATT THERMAL INSUL. OPENINGS THAT EXEED 8". PRIME 80.5" HIGH, 80" WIDTH, 44.25" DEPTH METAL CORNER BEA 15 SUSP. CEILING at COUNTER SCAL . N.T.S. 4 FACE OF WALL 8" MAX. OR 1/4 OF THE LENGTH 12 GA. HANGER WIRE, OF THE END RUNNER MIN. (3) TURNS IN 1-1/2" WHICHEVER IS LESS RUNNER C LAY —IN ACOUSTICAL PANEL 1" X 1" WALL ANGLE FASTENED WITH POP RIVET 13 I SUSP. CEILING. FACE OF WALL 12 GA. HANGER WIRE, MIN. (3) TURNS IN 1-1/2"— SLOTTED ANGLE SPACER W/ 6d RING SHANK NAIL ANGLE SLOTS 0 RUNNER ONLY RUNNER LAY IN ACOUSTICAL PANEL i 8" MAX. OR 1/4 OF THE LENGTH OF THE END RUNNER WHICHEVER IS LESS 1" X 1" WALL ANGLE FASTENED TO WALL 2 I SUSP. CEILING I 'X' CUT BOTTOM OF CONDUIT (1" 3 SPLAYED IN THE PLANE OF DEEP AND FIT SNUG TO T—BAR EA. RUNNER @ 45' IN I ESECTION NOTE: NOTE_ 45' ALL 24"X48" CEILING LIGHT FIXTURES & 24 x24 HVAC PROVIDE COMPRESSION STRUTS AT TYP- AIR REGISTERS SHALL BE 12'-0 O.C. EACH DIREQ19PO (OR SUPPORTED BY A MIN. OF (2) 144 .S.F AND WITHIN 6 HANGERS 0 OPP. CORNERS. WALLS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS L/R =" < 200 " 1 /2 = 5 L=5 MAX. x 12 =60 NOTE: ALL INTERIOR WALL & CEILING FINISHES SHALL BE 60/.5 = 120 <L 200 INSTALLED IN ACCORDANCE WITH UCB SECTION 4203 & SHALL BE FLAME SPREAD CLASS III MIN THEREFORE OK A.) SUSP. CEILING SCALE: N.T.S. 4 SUSP. CEILING SCALE: N.T.S. 3 OMPRESSION STRUT. ----. NO. 12 GA. WIRE HANGERS AT 3. LATERAL FORCE BRACING: HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR 4'-0" O.C. EACH WAY. NO. 12 GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN TWO INCHES OF THE RUNNER TEES. ANGLE NOT EXCEEDING E45 DEGREESSFROM DTHEOPLLANEEOF THE CEILING 0 A STRUT AN FIRST WIRE. 4 NO. 12 WIRES SPLAYED 45 IN FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE FOUR DIRECTIONS 90 DEGREES STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL APART. ROOF AS OCCURS. BE ADE DATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. ESE HORIZONTAL RESTRAINT POINTS SHALL BE PLAPED"12 FEET ON 8ff WALL. L_ )�MAX. TYP. TENANT SPACE: MAX. SEE FLOG PLANS. 6►_0" 12f_0ff 12'-0ff 6f_0ff MAX. MAX. vr MAX. MAX. CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6-0 FROM EACH WALLTE FOR FINE LOAD IMPOSRESTRAINT WIRES TO THE STRUCTURE SHALL BE z LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH 8 W n- BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ER o: ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY ¢ o CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE > C� ACTUAL DESIGN LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. 4. PERIMETER RSHAH BE 11EDT OGETHER TOSE7REVEN OF MAIN CROSS 5. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER NOTES. FLOOR AS OCCURS. THE RUNNERSWMAINTAINEDTAT THE TWO OTHER WALLBETWEEN THE WALL AND 1. VERTICAL HANGERS:, SUSPENSION WIRES SHALL NOT BE SMALL THAN NO. 12 GAGE SPACED AT 4'-0 ON CENTER OR NO. 10 GAGE AT 5 —0 ON CENTER ALONG ,LIGHTING FIXTURES: EACH MAIN RUNNER. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE SUPPORT ABOVE WITH A MINIMUM OF THREE 1. `ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 TTCUAARN��Sgg. ANY CONNECTION DEVICE � AT gT�HE pSUPpPOORTIING CONSTRUCTION SHALL BE SUMPE60% WIRTNALLONO� HANG MO�E0TI1ANN1 SN 6 OUT OF PLUMB UNLESS PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. NO, 12 GAGE HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3 INCHES OF EACH COUNTERSLOPING WIRES ARE PROVIDED. CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTIUZE COMMON WIRES. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR 2. LIGHTING FIXTURE WEIGHING LESS THAN 56 POUNDS SHALL HAVE, IN ADDITION TO EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPEN$I�N. TRAPEZE SUSPENSIONS SHALL THE REQUIREMENTS OUTLINED ABOVE TWO NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. BE A MINIMUM OF BACK TO BACK 1 1-1 4 COLD — ROLLED CHANNELS FOR SPANS EXCEEDING 48" 3. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY 2. PERIMETER HANGERS: THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8 INCHES FROM EACH WALL OR CEILING DISCONTINUITY WITH NO. 12 GAGE WIRE ORk262QVEQ_WALL__IIlSTRUCTURE 4. PENDANT —HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE ABOVE USING NO. 9 GAGE WIRE TEM FOR DIRECT ALTERNATESUPPORT SUPPORT. 10 SUSP. CEILING Adak 'A ARCHITECT � SHIED pEVAs�IANi ARCHITECT 24532 KINGS VIEW LAGUNA NIGUEL, CALIFORNIA, 92677 PHONES (949)495-7659 STATE OF CALIFORNIA LICENSE Tffen%j A" 0 AR CA/ 40iEGg3�F �n -J O.0 17857 ? RENDS®�i�3► 4 F _C P\ PROJECT ADDRESSi SUN FLOWER PLAZA ilil N 111 fil 11[_1 SANTA ANA, CALIF RNIA OWNER I JOEL IMP 27 SKYSAIL DRIVE CORONA DEL MAR, CALIFORNIA 9262 © 2003 YA & ASSOCIATES These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by YA ASSOCIATES. r , +rHEALTH DEPT. CORRECTIONS • • •BLD'G. DEPT. CORRECTIONS • • • BLD'G. DEPT. CORRECTIONS I— 1— III sQ air APPROVED: SM F t REVIEWED: SM BUILDING DEPT. 4/10/2003 HEALTH DEPT. 4/10/2003 XNA BIDDING -- PLOT DATE: 66 /2 6 /0 3 DRAWN: MY PROJECT NO. 2003.003 SCALE: AS SHOWN REFLECTED CEILING PLAN - SHEET TITLE: A�2 SHEET NO. 4 OF 15 i 41 4 14 13 TYPI 171 MECHANICAL UNIT SEE MECH. DRWG 10 TYP. A 3 SEE PLUMB'G. DRAWINGS FOR LOCATIONS WWA ••__2 EXTEND GYP BD FIN 6" ABV FIN CLG ©il HOOD EXHAUST FAN SEE HOOD DWG. A— ff----- STACKED OVEN SEE AIL 15/A-2 F R OVEN MFR. 2 SECTION SHO�yING RIGHT WALL 3 �3� �13 TYP. 3 A-3 A-3 HOOD EXHAUST FAN � SEE HOOD DWG. } rl 4 13 TYP. � SECTION SHOOING LEFT WALL 2 MECHANICAL UNIT SEE MECH. DRWG. r____-____� I I i EVAP. �____ ___COOLER 3 2 10) q-3 TYP. 2 SEE PLUMB'G. DRAWINGS FOR LOCATIONS 4 r SCALE: MECHANICAL UNIT SEE EXHAUST FAN MECH. DRWG. ccr* unnn nkAff_� 1 " v -~*------ ROOF FRAM I N ( d. I SEE STRUCT'L Z DRAWING �% m°r°errrt°rif� r°°riid5rr°iireor�,i4°� w1 7-v °�° -Jr..�s% °i �ri� ■ • r~+° a ip°y-r°wrr 2 LAYERS OF 'X' GYP. BD. 1 LAYER OF 5 'X' GYP. BD. 1 /4" DIA. SCR on HANGER WIRE A. TJI B. 2 X WD. JOIST HANGER SIRE CONNECTIONS SCALE: N.T.S. (E) ROOF FRAMING 5/8" GYP BD. -- --� EACH SIDE EXTEND ONE SIDE TO UNDER- SIDE OF ROOF STRUCTURE THE OTHER SIDE TO 6" ABOVE SUSPENDED CEILING FULL THICKNESS BATT INSULATION, ONLY WHERE INDICATED ON PLANS AND SPECS. CONT. SLIP TRACK SREW TO STRUCT. AT 24" O.C. W TRACK MTL. STUD 1" CLR• FROM ROOF STRUCT. 6" 20 Ga MTL STUDS 16" 0/C-- SEE PLAN FOR SIZE STUDS AND TRACK ICBO#1715 \,L l B1 25 GAUGE FLOOR TRACK SE TI O SHOWING FRONTCOUNTER SCALE: C ��+°°�-4 (j FINISH FLOOR i Fi] 1 LAYER 5/8" GYP. BD. OVER METAL STUD, PAINTED. F FRP WAINSCOT OVER TYP. BD. WALL. ® 6" HIGH CERAMIC TILE BASE W/1/4" COVE. 4 1 LAYER 1 /2" GYP. BD. OVER DRYWALL ARMSTRONG SUSPENDED TYPICAL DEMISING WALL ASSEMBLY ❑ CEILING SYSTEM, PAINTED. SUSPENDED T-BAR CEILING SYSTEM W/ 24"X48" WHITE MYLAR TILES. g'_�"400 ® 1 LAYER 5/8" GYP. BD. OVER (E) ROOF JOIST. PAINTED. SCALE: i ANCHOR W/ 5/32 " SHOT PINS AT 36" ON CENTER � SHOT PIN lCBO# 2388 � 4" RUBER BASE. WALL ASSEMBLY NOTES 1 • ALL INTERIOR WALLS TO HAVE GYPSUM BOARD EXTEND TO PROVIDE TIGHT BUTT JOINT TO FLOOR SLAB. NO GAP IN EXCESS OF 1 /4" WILL BE ALLOWED. 2. PROVIDE WATER RESISTANT GYPSUM BOARD AT THE INTERIORS OF ALL TOILET ROOMS. 3, USE 5/8" THICK GYPSUM BOARD THROUGHOUT EITHER TYPE ' X' OR UN —RATED AS NOTED ON FLOOR PLAN NOTES 3 SCALE: METAL STUD TO ROOF CONNECTIONS N.T.S. COMPRESSION PIPE STRUT SIZE SCHEDULE (BASED ON L/R<200) 10 SCREWS 2-#10 SCREWS A. SIDE EA. BLOCKING EA. STUD EXIST. ## SUB- PURLIN 1 WOVD SCREWS 0 24"o.c. 2x $LOCKING ' SIZE MAX. HEIGHT 3/4" X 22 GA. 4'-0" 1" X 20 GA. 6'-0' 1-1/4" X 20 GA. 7'-0" I " HANGERS V 2 °'C' TYP.® EA. STUD 16 GAUGE 1/8 3 4 UNPUNCHED BEEP LEG TRACK 1 1 /2" x 20 GA. CONT. COLD ROLLED ONT. CHANNEL BRIDGING COIN,, TO ROOF PARALLEL TQ RAFTERS 10 SCREWS 2-#10 SCREWS EA. SIDE EA. RAFTER 1-1/2" X 20 GA. 8'-6" 2" X 20 GA. 11'-6" 2-1/2" X 18 GA. 14'-6" 3" X 16 GA. 17'-3" 3-1/2" X 16 GA. 23'--3" SUSPENDED CEILINGNOTES 3A EXIST. SUB- PURLIN 1 — 3-#10 0 24"o♦c♦ WOOD SCREWS 16 GAUGE ICBO ER 1994 ICBO ER 4071 UNPUNCHED DEEP LEG TRACK 4YP.0 EA. STUD CONT. 1 8 3 4 ICBO ER 54 13 1 1 2 x20GA. CONT. COLD ROLLED CH NNEL BRIDGING C0� NN. TO SOOF EERPE DI.(V CULA6 IQ RAFTERS SUSPENDED CEILINGNOTES 3B METAL STUD TO ROOF CONNECTIONS SCALE: 6"X 16GA. ( 1 ) #4 DOWELS 0 DIAG. BRACE �+ 48" O.C. SUSP CLG SYS, `—PLYWOOD SHEATHING 24,, O.C. STAGG. I II TYP WHERE OCCURS 4 CONT. !I 2X ROOF FRAMING TYP. ( 2) # FRAMING, SEE 12" 12" O.C. 3-#10 SELF 4"x20 GA. CONTINUOUS �\ III DETAIL 3/A-3 METAL TRACK CRIMP TOP OF TUBING FLAT ( 3) DRILL 3/4" DIA. HOLES TAPP. SCREWS TRACK 0 CEtL. LINE AND FILL W/EPDXY • �� ((I SUSP CLG SYSTEM z ATTACH TOP WITH (2) #12 X 1�-1/2" I LONG R.N. WOOD SCREWS, (TYP.) 24" MIN. CEILING LINE EXIST. CONCRETE SLAB ' r I SAWCUT (E) SLAB FOR NEW UTILITY LINE i 2 1/2" X 20GA• MTL STUD TYP. it " EXIST. CONCRETE SLAB 5/8" GYP. BD. TO 1 2 6 BOTT. OF ROOF " r r 3/4" DIA. 14 GA. STL. TUBING STRUCTURE - BOTH �F I �\ 5/8 GYP BD OVER ® e SIDES L 3 METAL STUDS,OR o ° SUSP. CEIL'G SYSTEM 5/8" TYPE 'X' GYP. BRD. _° 6"X 16GA. METAL SECURE SECTIONS I -I 1 I —1 I I�` I ( `� I I t-- STUDS 0 16" O.C. Z M �--- .� SEE DETAIL 3/A--3 X W/ (2) SET #10 SCREWS I (" ` DRILL & FILL W/ DRY PACK m o r . o- `t I -� 12" -1 FOR DOWELS I.C. . . 3 6 o ! (�'! COMPACTED FILL EXISTING -1 a I io REQ D. AFTER PIPE CONCRETE 0.177" DIA. SHOT PINS 2" ¢ n. �-- INSULATION u0 0 10 f °� 1/2" DIA. 14 GA. STL. TUBING— INSTALL SLAB LONG 0 32" O.C. (I,C.B.O. CRIMP BOTTOM FLAT HEAVY-DUTY GRID #1147) TYP. ALL WALLS :� I LIGHT FIXTURE: APPLIED PER 5/8 TYPE X GYP. BRD. ( ATTACH TO MAIN RUNNER WITH a a EACH SIDE OF MTL. STUDS. f ! W/ (2) 12 GA. HANGER WIRES NOTE: N MA ONS 2- #12 SHEET METAL SCREWS TYP. AT ALTERNATE CORNERS TO LIGHT FIXTURES OR DIFFUSERS WALL TO BE CARRIED TO THE STRUCTURE ABOVE. IN EXCESS OF 56 POUNDS r 12" ABOVE CEILING REQUIRE (4) 12 GA. HANGER r r FPROVIDE AT T SOLID BAR AL SHEET AIR-DIFFUSER: WIRES. METAL CORNER W/ (2) 12 GA. HANGER WIRES } r AT ALTERNATE CORNERS TO 0o SEE DETAIL 10 THIS SHEET BEAD TYP. THE STRUCTURE ABOVE. - FOR ROOF CONNECTION • SCALE: ♦ , _.: ...:. ,G` ..._ .< _ ., ..4a a:.,.n-u .s.... ".'w k:.s"".L: �.w K, +w, a-ne:, r a. .,, ...,.. s x.... -..'. SUSPENDED CEIL' TO WALL SCALE: 1 SUSPENDED CEIL'G TOWALLSCALE. 13 STRUT CONNECTIONS NJ.&12 HANGER RE CONNECTIONS SCALE. 1 v 1.. 1 Q STUD YVALL BRASING CONNECTIONS SCALE: 5 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. ARCHITECT 1 SHIED MOTEVAaLMI ARCHITECT 24532 KINGS VIEW LAGUNA NIGUEL, CALIFORNIA, 92677 PHONES (949)495-7659 STATE OF CALIFORNIA LICENSE ARCHITECT SEALI �r0 ARC lv� � 40i'£�9 O.0 17857 � REN (01..ol s � �F CAS OWNER JOEL IMP 27 SKYSAIL DRIVE CORONA DEL MAR, CALIFORNIA 9262 cO 2003 YA & ASSOCIATES These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by YA ASSOCIATES. r , 1 11 I r 1 ! I - ! "_. n APPROVED: SM REVIEWED: SM tion BUILDING DEPT. 4/10/2003 HEALTH DEPT. 4/10/2003 16. BIDDING -- PLOT DATE: 6 f 0303 PROJECT N0. 2003.003 SCALE: AS SHOWN SHEET TITLE: SECTIONS A-3 SHEET N0. 5 OF 15 Ct EXHAUST 42.00" 42,00" 7' 0,00" PLAN VIEW - 7' 0.00" LONG 6024VH1 i i : �/ jTj 1 MAX, COOKING i� TEMP, EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIGURAT ION' TOTAL CFM®®®®SUP, TOTAL r I END TO ' ® ®IN=�® = 100% ----- un n n r Ar 1►n u Af A T rn Ar FILTERS) LIGHTS) UTILITY CABINETS) FIRE HOOD NO, TYPE QTY, HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM PIPING HOOD WEIGHT TYPE SIZE MODEL # QUANTITY LOCATION 1 Aluminum Mesh 1 20" 20" 0 NO 134 LBS, ♦: t� ♦jJ FAN UNIT FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN N0, MODEL TAG CFM SIR RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA 1 DU75HFA DU75HFA 1750 -0,500" 1123 0,750 1 115 10.2 EF-1 DUI./HFA SERIES UPBLAST EXHAUST FANS (UV05) FEATURES: - ROOF MOUNTED FANS - UL705 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) L�2l Ro� DUL/HFA DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA BACKDRAFT DAMPER • r FLOW _ -BACKDRAFT DAMPER RO --�I (ROOF OPENING) FAN MODEL HT W B C F R R❑ WEIGHT LB DU25L/HFA 24 3/4 25 1/2 1 1/2 21 18 1/2 12 1/8 16 50 DU30L/HFA 24 3/4 25 1/2 1 1/2 21 18 1/2 12 1/8 16 50 DU33L/HFA 24 3/4 25 1/2 1 1/2 21 18 1/2 12 1/8 16 50 DU50L/HFA 26 3/4 28 7/8 1 1/2 21 21 1/2 13 1/4 16 55 DU75L/HFA 30 1/2 31 7/8 2 24 3/4 23 14 7/8 20 60 DU85L/HFA 30 1/2 31 7/8 Z 24 3/4 23 14 7/8 20 60 DUFA-UL705 REV40 03/06/02 GAUGE EL ISTRUCTION ..7 c t—niVGE .w- 1mil Vill r. 1 1 PITCHED CURBS ARE AVAILABLE 7 FOR PITCHED ROOFS, 30° SPECIFY PITCH, 12 EXAMPLE: 7/12 PITCH = 30° SLOPE FAN MODEL D E DU25L/HFA 19 1/2 12 DU30L/HFA 19 1/2 12 DU33L/HFA 19 1/2 12 DU50L/HFA 19 1/2 12 DU75L/HFA 23 18 DU85L/HFA 23 12 SECTION VIEW -- MODEL 6024 -- VH I ALL .:AT 96 SQUARE INCHES�nn " q1 T d a s °� `7 �µ� � y�l �� �� nix*. CAR TO F P\� a'x� j N C tom" � ! AND ' M TH DICAL) TIVE-AIRE HOODS ARE T IN COMPLIANCE WITH NFPA #96 ARE RECOGNIZED BY SF INTERNATIONAL 3/8" DIA. ALL THREAD ROD - CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 3/8" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY HOOD STYLE DIM FROM I DIM FROM I DIM FROM REAR 24ANT 3R�ANT 1M EXHAUST 1.75" 11.25" 5.25" ONLY 1.75" 2.75" 2.75" WITH MUA BACK SHELF 1.75" 15.0" 5.25" EXHAUST ONLY WITH MUA 1.75" 2.75" 2.75" CONDENSATE ( 10.50" HANGING ANGLE LOCATIONS EXHAUST CFM=LENGTH OF HOOD X CFM/LIN.FT. (LOAD) SUPPLY CFM=EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT AREA=144 X CFM FMP(*) TOTAL DUCT AREA DUCT LENGTH= DUCT DEPTH *CAPTIVE-AIRE VENTILATOR DUCT SIZES ARE CALCULATED USING AN EXHAUST VELOCITY OG 1600-1800 FPM AND A SUPPLY VELOCITY OF 1000 FMP. PLEASE CONSULT FACTORY FOR MAXIMUM ALLOWABLE DUCT SIZES CALCULATIONS UTILIZED CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH: * NFPA #96 * I.C.B.O. 4416 * NSF * SBCCI PST & ESI NO. 93137 * B.O.C.A. #93-16 * U.L LISTED #MH12106 �\s TF Ue L NSF MH12106 NFPX BUILDING CODES CAPTIVE-AIRE HOODS/ AQUA-MATIC HAS OPTIONAL CLEARANCE REDUCTION SYSTEMS AVAILABLE AS FOLLOWS: MATERIA CLEARANCE REDUCTION SYSTEM NON-COMBUSTIBLE NONE REQUIRED LIMITED -COMBUSTIBLE 3" UNINSULATED STANDOFF COMBUSTIBLE 3" INSULATED STANDOFF TABLE 1 1. ALL ELECTRICAL "FIELD" CONNECTIONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD" CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. ALL ASSOCIATED HANGER MATERIALS BY INSTALLING CONTRACTORS. 4. 8" LONG FACTORY LOCATED AND WELDED HANGER BRACKETS AS SHOWN ON PLANS. 5. ALL CONNECTIONS FROM CAPTIVE-AIRE DUCT PER THE PLANS BY MECHANICAL CONTRACTORS. 6. ALL LIGHTS SHOWN INSTALLED BY CAPTIVE-AIRE, ARE FACTORY PREWIRED PER THE PLANS. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES BY ELECTRICAL CONTRACTOR. 7. LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 8. SEISMIC RESTAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. 9. INSTALLING CONTRACTORS ASSUME ALL RELATED REPONSIBILITY FOR VERIFICATION OF DIMENSIONAL DATA CONTAINED ON THESE DOCUMENTS FOR ACCURACY, INTEGRATION, AND ADMINISTRATION OF CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. 10. SIGNED AND "APPROVED" COPIES OF THIS DOCUMENT MUST BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. 11. NOMINAL HOOD DIMENSIONS AS SHOWN ON DRAWINGS. RESISTANCE VS. AIRFLOW - 2" 10een-Gard Baffle Type Grease Filters 1.0 0=5 0.175 0.125 0.075 0.2 l" 1 1 1 1 0.025 150 / 0.76 200 / W1 250 / 1.27 300 / 1.52 350 / 1.78 400 / 203 .AIRFLOW (fpm/m/s) Kleen-Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168-78-M Aluminum MEA # 247-96-E Stainless FILTER DETAIL REVISIONS DESCRIPTION DATE: A E 8 oof c2 C� CM 11� w CN 0 o rn W ILL u A t` Jto Z ® o o IN 00 0 4 � Z o � co cfl O a W vw z Z O_ r ® U W z 0 N w Y a a rn v/ Z Q 0 V r D 0 I.L DATE: 7-17-02 DWG..#: Z-P I fib/ DRAW SBS SCALE: 3/4" = 1 Ft HOOD DETAIL PLAN KIIIIIIIIIIII SHEET# 1of1