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PROJECT NUMBER 05135 *7"'LAN NOTES- # ♦ "' 1 NOTES, 1, NUMBER OF EMPLO't'EES: 3 2. ALL EXTERIOR SIGNAGE 15 UNDER SEPARATE PERMIT. 3. FOR FINAL FIRE DEFT. INSPECTION -GENERAL CONTRACTOR 15 f;RESPONSIBLE FOR REQUESTING SEPARATE INSPECTION. 4. FIRE SPRINIGLERS UNDER SEPARATE PERMIT. GENERAL NOTES: 1. ALL NOW, MATERIAL, METHODS, ETC. SHALL CONFORM TO ALL GOVERNING BUILDING CODES, REGULATIONS AND AGENCIES. 2, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES AND/OR POTENTIAL PROBLEMS TO THE ARCHITECT PRIOR TO PROCEEDING. 3. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTOR SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS. 4. EXIT SIGNS, WHERE NOTED OR REQUIRED, SHALL BE WORDED "EXIT" IN LETTERS HAVING THE PRINCIPLE STROKE OF NOT LESS THAT 3/4" WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND/OR APPLICABLE REGULATIONS. 5. ALL TOILET ROOMS SHALL BE VENTILATED BY A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OR PROVIDING A COMPLETE CHANGE OR AIR EVERY 15 MINUTES. 6. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS (OR ACCESS DOORS) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS, PROVIDE APPROVED ASSEMBLIES WITH SELF -CLOSING DEVICES IN 1-HOUR RATED CONSTRUCTION, i. ALL PENETRATIONS OF 1-HOUR FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 8. PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED BY LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN SAFETY. g. ALL STUDS ARE METAL AT 16 O.G. UNLESS NOTED OTHERWISE BY STRUCTURAL OR UNLE55 NOTED DIFFERENTLY ON THE PLANS. 10, EVERY EXIT DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 11, EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. 12. THE GENERAL CONTRACTOR SHALL OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND/OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATIONS OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH -IN, STUB -UPS, ETC. THE GENERAL CONTRACTOR 16 TO OBTAIN WRITTEN APPROVAL FROM THE TENANT'S REPRESENTATIVE OR DEVELOPER PRIOR TO POURING CONCRETE FLOOR SLAB. 13. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADDRESS NUMBERS PER CITY REQUIREMENTS AT TRANSOMS OR STOREFRONT ENTRANCE DOORS AND REAR DOORS IF REQUIRED BY THE GOVERNING AGENCY. 14. ALL EXPOSED ELECTRICAL, MECHANICAL, AND/OR PLUMBING SHALL BE PAINTED TO MATCH ADJACENT SURFACES WHEN EXPOSED. 15. THE GENERAL CONTRACTOR SHALL FURNISH HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM, THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE (ISO), BUILDING DEPARTMENT, FIRE DEPARTMENT, AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR HIS APPROVAL AND PRIOR TO ANY INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION TO SITE WATER MAIN TO INTERIOR OF BUILDING, 16. EXISTING CONSTRUCTION DATA HAS BEEN OBTAINED IN THE FIELD BY VISUAL MEANS ONLY. DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED ON THE JOB SITE BY EACH CONTRACTOR. ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE WORK BEGINS OR SUPPLIES ARE ORDERED. 11. SEE ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS UNLE55 INDICATED OTHERWISE. 18. ALL DISCREPANCIES BETWEEN DRAWINGS SHALL BE CLARIFIED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. lq. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR DETAILED ON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR. 20. REPAIR, REPLACEMENT AND/OR PATCHING IN EXISTING AREAS ARE TO MATCH SUBSTRATE AND ADJACENT FINISH. 21. VERIFY ELECTRICAL, MECHANICAL AND FIRE ALARM REQUIREMENTS BEFORE CONSTRUCTION BEGINS. 22, WORK SHALL BE PERFORMED IN CONFORMANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL CODES, LAWS AND REGULATIONS APPLICABLE TO THIS WORK, INCLUDING CBC 2001 CH.1. 23. ANY ITEM IDENTIFIED TO BE DEMOLISHED, REMOVED OR RELOCATED 15 TO BE COMPLETELY REMOVED, INCLUDING BUT NOT LIMITED TO ANY CONCEALED ITEMS (PIPES, CURBS, FRAMING, BEAMS, FASTENERS, ETC.). ALL ITEMS WITHIN A DEMOLISHED AREA THAT MUST BE REROUTED IN ORDER TO MAINTAIN CONTINUITY SHALL BE DONE SD IN ACCORDANCE WITH APPROPRIATE SECTIONS IN THE PROJECT MANUAL. IF NO SPECIFICATION CAN BE FOUND WITHI1�l THE PROJECT MANUAL, THEN CONTINUITY SHALL BE MAINTAINED BY CURRENT STANDARD METHODS FOR CONSTRUCTION BUT NOT LESSER IN QUALITY THAN EXISTING. ANY AREA SHALL BE LEFT IN A COMPLETELY FINISHED CONDITION. 24, ANY ITEM OR WORK NOT NOTED AS "(N)' (NEW) SHALL BE EXISTING. FIRE DEPARTMENT NOTES: ALL ITEMS LISTED BELOW SHALL BE ADDRESSED PRIOR TO FINAL INSPECTION: 1. ALARM VERIFY EXISTING AUDIBLE FIRE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANT SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN AN APPROVED LOCATION 2001 C5Cg04.3,2 FIRE ALARM AND SMOKE DETECTION SYSTEM MODIFICATIONS REQUIRE SEPARATE SUBMITTAL TO THE FIRE PREVENTION BUREAU. PAMC 15.04.063 2. SPRINKLERS MODIFICATIONS SHALL BE MADE TO THE FIRE SPRINKLER SYSTEM TO MAINTAIN COMPLETE COVERAGE. WHERE MODIFICATIONS ARE MADE, FIRE SPRINKLERS IN THE AREA OF WORK AND THE BRANCH LINES, MAINS AND RISERS THAT SERVE THEM, SHALL BE PROVIDED WITH SEISMIC BRACING AND RESTRAINT IN ACCORDANCE WITH 1996 NFPA 13, SECTION 4-14.4.3 FIRE SPRINKLER SYSTEM MODIFICATIONS REQUIRE SEPARATE SUBMITTAL TO THE FIRE PREVENTION BUREAU PAMC 15.04.083 3. EXTINGUISHERS PROVIDE NOT LESS THAN ONE 2A:10B:C-RATED EXTINGUISHER WITHIN"!5 FEET OF TRAVEL DISTANCE OF ANY POINT IN THE OCCUPANCY. FIRE EXTINGUISHER PLACEMENT SHALL BE VERIFIED BY A FIRE INSPECTOR. 2001 CFC1002, 4. EXIT SIGNS ILLUMINATED EXIT SIGNS SHALL BE PROVIDED, FOR EACH DIRECTION OF TRAVEL, VISIBLE FROM ALL LOCATIONS WITHIN THE EXIT SYSTEM. 2001 CBC 1003.2.8. 5. DOOR HARDWARE EXIT DOOR LATCHES SHALL BE LEVER TYPE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 2001 CBC 1003.3 6. EXIT ILLUMINATION EMERGENCY LIGHTING SHALL BE PROVIDED FOR EACH EXIT SERVING ANY ROOM OR AREA WITH AN OCCUPANT LOAD OF 100 OR MORE 2001 CFC 1211, 2001 CBC 1003.2.q "1. GENERAL FOR ADDITIONAL CODE REQUIREMENTS, REFER TO CONSTRUCTION PLAN. 5, A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WITH A MINIMUM ONE (S) INCH LETTERS SHALL 5E PROVIDED ADJACENT TO EXIT DOOR. q. STORAGE, DISPENSING, OR USE OF ANY FLAMMA5LE OR COMBUSTIBLE LIQUIDS, FLAMMA5LE GASES, AND HAZARDOUS CHEMICALS.SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. 10, FIRE DEPARTMENT FINAL INSPECTION REQUIRED, SCHEDULE ALL INSPECTIONS 12 HOURS IN ADVANCE 5Y CALLING C114) c 41-5100, NOTICE.c�r� r rr.4c; rc ALL CONTRACTORS (GENERAL CONTRACTOR AND SUB -CONTRACTORS) BIDDING THIS PROJECT ARE REQUIRED TO VISIT THE JOB SITE AND VERIFY THE EXISTING CONDITIONS PRIOR TO SUBMITTING THEIR BID. CONTRACTORS ARE TO CAREFULLY REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED AT THE JOB SITE PRIOR TO SUBMISSION OF ANY BID, THE BUILDING OWNER REPRESNENTATIVE LISTED BELOW MAY BE CONTACTED FOR ACCESS TO THE JOB SITE. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE LOCATION AND CONDITION OF ALL POINTS OF CONNECTION, LOCATION AND CONDITION OF ALL BUILDING (ROOF/FLOOR/CEILING) PENETRATIONS, LOCATION AND CONDITION OF ALL UTILITIES AND BUILDING SYSTEMS INCLUDING, BUT NOT LIMITED TO, GAS, WATER, SEWER, VENT, ELECTRICAL, BUILDING MECHANICAL SYSTEMS, DUCT CONNECTIONS, EXHAUST/OUTSIDE AIR CONNECTIONS, SECURITY, FIRE ALARM, DATA, AND PHONE PRIOR TO SUBMISSION OF THEIR BID. CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ALL PHASES OF CONSTRUCTION WITH THE BUILDING OWNER, ALL OTHER TRADES, AND THE CITY BUILDING OFFICIAL. PRIOR TO CONSTRUCTION THE CONTRACTOR AWARDED THE CONTRACT SHALL CONDUCT A PRE -CONSTRUCTION MEETING THAT INCLUDS THE BUILDING OWNER, SUB -CONTRACTORS, AND CITY INSPECTOR TO VERIFY FINAL LOCATION AND CLEARANCES OF EQUIPMENT, MECHANICAL/ELECTRICAL/PLUMBING TERMINATIONS (OSA, EXHAUST AIR, ETC.) AND COMPLIANCE WITH ALL APPLICABLE CODES. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED SHALL BE BROUGHT TO THE ATTENTION, IN WRITING, TO THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. xPPIRON rt: r4 A 3�j ip �'�, c,~� �' r F:.. a:r` C, ; s ' .. 9c✓ I: _ a� tz " N `^�`7. ha`,rGCdyy' i ELEICT ti,N3 f �° s� D . must be �,epi On E �p} the pp F` a'! d sa.ob ,-�. x ��I�wSetd:i,�#S dal ?��+4�d� `�sx#iad�ffi t7e>ja+� 3�;�s;'�#� ���f?'s� �#' "f°,t t3 s`ia f;,l, n from th, e 11sid t : S i ll ALL NOT PrOviSIO , of Asia s X s 0# /j"jJ any , vt CITY OF SAWA „f ubje GIL 11b The Following Approvals" W-.planning Depaftent Fire Departmfflt / p ,pnrtment FfROJECT I NFOFMAT I O �4E E %! <.{yY W$ N.'g-Aa®bq %a w asm LEGAL JURISDICTION: COVER SHEET bi CITY OF SANTA ANA TS.1 COVER SHEET D1.1 GENERAL NOTES ODSHA D1.2 REFERENCE SITE AND DEMOLITION PLAN -v v _V_ -,. -1V- -„- -Ile- v 1V_ v v -v v V_ _N v -v v -„- .v v - V- -v .... v .- ` - SCOPE OF WORK: INTERIOR TENANT IMPROVEMENT FOR QUIZNOS SUB, A FAST FOOD SANDWICH AND SOUP OUTLET WITH A TYPE II HOOD. ALL FOOD 15 PREPACKAGED. NO FOOD PROCESSING OR GREASE BYPRODUCTS. TENANT IMPROVEMENT WORK ON -GRADE LEVEL OF EXISTING BUILDING. THE WORK INCLUDES SELECTIVE DEMOLITION AND INSTALLATION OF NON-STRUCTURAL PARTITIONS, CEILING GRIDS, SOFFITS, LIGHT FIXTURES AND FINISHES. BUILDING SHELL 15 EXISTING AND IT 15 ASSUMED THAT ALL PERTINENT PLAN CHECKING, PERMITS PLANNING APPROVALS, ETC. WHERE OBTAINED AND EXISTING ON FILE WITH CITY OFFICIALS, SCOPE OF WORK DOES NOT INCLUDE ANY EXTERIOR WORK. tPermit T I N ARCHITECTURAL Al.l EQUIPMENT PLAN 4 SCHEDULES A1.2 FLOOR PLAN AND SCHEDULES A1.3 REFLECTED CEILING PLAN AND FINISH PLAN A21 ROOM 4 FINISH SCHEDULES RESTROOM PLAN ELEVATIONS 4 DETAILS A31 INTERIOR ELEVATIONS A41 DETAILS A4.2 ACCESSIBILITY DETAILS A4.3 DETAILS z A4.4 SUSPENDED CEILING DETAILS A4.5 DETAILS HANDICAP AGC�551BCL(TY: A4.6 ACCESSIBILITY NOTES THIS PROJECT HAS BEEN DESIGNED TO BE IN COMPLIANCE WITH THE STATE OF ELECTRICAL CALIFORNIA TITLE 24 ACCESSIBILITY REQUIREMENTS AND ALL APPLICABLE FEDERAL E1.0 ELECTRICAL SCHEDULES, NOTES AND DETAILS AND STATE ACCESSIBILITY STANDARDS. E2.0 ELECTRICAL LIGHTING AND ROOF PLANS CLIENT PARTO FAMOURI 6233 ROCK(NGHORSE WAY ORANGE, CA g2861-1 (114) 58q-6310 (714) 58q-620q PROJECT ADDRESS: 200 W SANTA ANA BLVD #1l5 SANTA ANA, CA. 4`12-101 EXISTING BUILDING CONSTRUCTION TYPE: TYPE I (FIRE SPRINKLERED) OCCUPANCY CLASSIFICATION: GROUP B E3.0 ELECTRICAL POWER PLAN E4.0 ELECTRICAL PANEL SCHEDULE: ONE LINE DIAGRAM ES.O ELECTRICAL TITLE 24 FORM DOCUMENTATION MECHANICAL M1.0 HVAC NOTES AND SCHEDULES T PLB M2.0 HVAC FLOOR AND ROOF PLAN LD LE £�F1TT't'�Ee M3.0 HVAC DETAILS HGFP, G M4.0 HVAC TITLE 24 DOCUMENTATION PLUMBING P1.0 PLUMBING SCHEDULES, NOTES AND DETAILS OO`T P2.0 I (PLUMBING FLOOR PLAN l�PLUMBING 1 I' LOAD CiT.i `- C IDE EOMON NEW QUIZNDS SUBS F1_0ZON,r�- DINING 461 S.F. " s*(E-S C BACK ROOM AND SERVICE AREA Sg6 5.F I r X< 3�1 TOTAL: 1363 S.F. 7 ` ;` OCCUPANCY LOAD SUMMARY PROPOSED OCCUPANCY USE: RESTAURANT WITH LESS THAN 50 OCCUPANTS all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown i i s strictly prohibited. Y SUBMITTAL AQUIZNOS REV. i 00 00 r �.�. met vIkI., ! ril". 1_ O E CU Cu wa LO L O (U �$ .� C: C" Fn cu CU CV 0) 2 CU E t6 CU F. N {n 0 DINING 461 S.FA5 = 31 f ¢ BACK ROOM AND SERVICE AREA 8g6 S.P./200 = 4 TORRES TOTAL OCCUPANTS: 35 A 0t0%U FIRE SPRINKLER: THIS BUILDING 15 EQUIPPED WITH AUTOMATIC FIRE SPRINKLERS THROUGHOUT. DESIGN DRAWINGS AND DETAILS OF ANY MODIFICATION SHALL BE PROVIDED BY A DESIGN/BUILD SUB CONTRACTOR FOR CITY AND FIRE DEPT. REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. VICI17'r MAC' w� Fes€:: wb"••tea t ry Ga/ .... ... ......., AFFL I CAL E CODES INC 001 CALIFORNIA BUILDING CODE (C.5.C.1 2001 WITH LOCAL AMENDMENT E C I 1 CALIFORNIA ME A ICAL CODE CG.M.C.) 200 CALIFORNIA PLUMBING CODE CC.P.C.1 2001 2421 W 205TH TREE T SUITE D200 CALIFORNIA ENERGY CODE. TORR'`AN CALIFORNIA 90501 ICE 310-320-6285 ::. FAX 310-320-8073 ELECTRICAL TORRES ARCHITECTS INC. MECHANICAL 2421 W. 205TH STREET, SHEET TITLE I2 4 " ' .- PLUMBING SUITE D200,.` TORRANCE, CA g0501� PHONE: (310) 320-6285 �,' ��}�E R SHEET FAX: (310) 320-60-13 CONTACT: JON DE CUIR, P.E. SCALE: AR DATE ISSUED 07.11.05 SHEET NUMBER 1 Na, ego city a# Re 0 TS, to CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS, AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENTS EMPLOYEES, OFFICERS, OR AGENTS ENGAGED IN THIS PROJECT. A. GENERAL NOTES C. EXITS AND OCCUPANT LOADS J. ENERGY CONSERVATION NOTES PROJECT NUMBER 05135 Q AT A.B. ANCHOR BOLT A.C. ASPHALTIC CONCRETE ACOUS. ACOUSTICAL ALT. ALTERNATE ACS. ACRES A.D. AREA DRAIN ALUM. ALUMINUM A.T. ASPHALT TILE ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR A.F.S. ABOVE FINISH SURFACE 15D. BOARD 5LK. BLOCK 5LK(S. BLOCKING 5M. BEAM BOT. BOTTOM BLDG. BUILDING BET. BETWEEN C.L. CENTER LINE C.B. CATCH BASIN CEM. CEMENT CER. CERAMIC, C.I.P. CAST IRON PIPE CLG. CEILING CLO. CLOSET CLR. CLEAR C.O. CLEAN OUT COL. COLUMN COM. COMMON CONIC. CONCRETE CONT. CONTINUOUS COLD WATER C.T. CERAMIC TILE C.If'D CUBIC YARD DET. DETAIL D.F. DRINKING FOUNTAIN D.D. DOOR DIMENSION DIA. DIAMETER DRWG- DRAWING D.S. DOWNSPOUT D.W. DISHWASHER DR. DOOR DIM. DIMENSION EA. EACH ELEC. ELECTRICAL ELEV. ELEVATION ENCL. ENCLOSURE EXH. EXHAUST EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR E.J. EXPANSION JOINT F.D. FLOOR DRAIN F.E.C. FIRE EXTINGUISHER CABINET F.G. FUEL GAS F.H.G. FIRE HOSE CABINET FIN. FINISH FLR. FLOOR FLRG. FLOORING FTG. FOOTING F. GL. FIXED GLASS F.S. FLOOR SINK FLUOR. FLUORESCENT F.O.G. FACE OF CONCRETE F.O.S. FACE OF STUD F.F. FINISH FLOOR F.J. FLOOR JOIST F.O.F. FACE OF FINISH GA. GAUGE GALV. GALVANIZED G.I. GALVANIZED IRON GL. GLASS GR. GRADE -GYP. 5D. GYPSUM BOARD G.D. GARBAGE DISPOSAL N.B. HOSE BIBB HWD. HARDWOOD HGT. HEIGHT H,F`T. HEIGHT POINT HDR. HEADER HTR. HEATER H.W. HOT WATER HORIZ. HORIZONTAL H.C. HOLLOW CORE I.D. INSIDE DIAMETER INT. INTERIOR INSUL. INSULATION (NV. INVERT IRON PIPE SIZE IMPACT INSULATION CLASS I - /A\ DOOR MARK OPENING DESIGNATION HARDWARE GROUP GRID NUMBER WINDOW MARK DETAIL NUMBER SHEET NUMBER C: REVISION PROPERTY LINE, TOP OF PLATE CENTERLINE GRID NUMBER JAN. JANITOR JST, JOIST JT. JOINT K.C. KEENE'S CEMENT KIT. KITCHEN LAM. LAMINATE(D) LAv. LAVATORY LGTH, LENGTH LKR. LOCKER MIN. MINIMUM MAS. MASONRY MAX, MAXIMUM MECH. MECHANICAL MEMe. MEMBRANE MET. METAL M.H. MANHOLE Misr_ MISCELLANEOUS M.O. MASONRY OPENING M.R. MOISTURE RESISTANT MFG. MANUFACTURER N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE 055C. OBSCURE O.C. ON CENTER O.D. OUTSIDE DIAMETER OFF. OFFICE OPG. OPENING OV. OVEN OVFL. OVERFLOW Ofzp. OPPOSITE PL. PROPERTY LINE/PLATE PART'N PARTITION FLAB. PLASTER PLYWD. PLYWOOD PR. PAIR P.L. PLASTIC LAMINATE R. RISER IRAD. RADIUS REINF. REINFORCING RESIL. RESILIENT RD. ROOF DRAIN RM. ROOM R.O. ROUGH OPENING REF. REFRIGERATOR REOV. REQUIRED S.B.O. SUPPLIED BY OWNER S.C. SOLID CORE BHT. SHEET Sim. SIMILAR SHTG. SHEATHING SQ. SQUARE STD. STANDARD STL. STEEL STRUCT. STRUCTURAL B.S. STAINLESS STEEL SUBP. SUSPENDED SPECS. SPECIFICATIONS STOR. STORAGE S.T.C. BOUND TRANSMISSION CLASS S.F. SQUARE FOOT TEL. TELEPHONE TERR. TERRAZZO T.G. TEMPERED GLASS T 4 G TONGUE AND GROOVE T.O.C. TOP OF CURB T.o.5, TOP OF SOFFIT T.O.W. TOP OF WALL TYP. TYPICAL THRU THROUGH TEMP. TEMPERED T.O.P. TOP OF PARAPET T. T,O.PL. TOP OF PLATE U. URINAL U.N.O. UNLESS NOTED OTHERWISE U/S UNDERSIDE OF VERT. VERTICAL VEST. VESTIBULE V.C.T. VINYL COMPOSITION TILE W/ WITH WAINS. WAINSCOT WATER CLOSET WD. WOOD WH. WATER HEATER WP. WATERPROOF SECTION SECTION NUMBER SHEET NUMBER OFFICE ROOM NAME 100 1 ROOM NUMBER A INTERIOR 4 Aq.1 2ELEVATION UNFOLDS CLOCKWISE WORK, CONTROL, 4 DATUM POINT DIMENSION POINT -TO FO.S. DIMENSION POINT -TO FO.F. MATCH LINE SHADE PORTION Is SIDE CONSIDERED WALL MARK 1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS 15 TO INCLUDE ALL LABOR MATERIALS AND SERVICES NECESSARY FOR COMPLETION OF ALL WORK SHOWN, PRESCRIBED, OR RESONA5LY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. ANY WORK OR MATERIALS NOT DIRECTLY NOTED IN THE CONTRACT DOCUMENTS. BUT NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENT THERE OF ARE IMPLIED AND ARE TO BE PROVIDED FOR AS IF SPECIFICALLY DESCRIBED. 2. ALL 'WORK IA BUILD�INGST �NDARDS, WITH LOCAL AMENDMENTS AND ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS AS ADOPTED BY LOCAL AUTHORI IE H VIN JURISDICTION. ACE 3. DIMEN�5105 D�RANIN66 ARE SHOWN TO CENTER LINE OF COLUMIN_5�0 FACE OF CONCRETE OR CENTERLINE AND FACE OF CONCRETE OR CENTERLINE AND FACE OF STUD WALLS UNLESS NOTED OTHERWISE. 4. NUMERICAL DIMENSIONS SHALL TAKE PRIORITY OVER SCALED DRAWINGS. DO NOT SCALE DRAWINGS. 5. MECHANICAL, ELECTRICAL, PLUMBING, DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REVIEW ALL PLANS AND DRAWINGS. IN THE EVENT OF CONFLICTING STATEMENTS, INSUFFICIENT INFORMATION OR ERRORS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OBTAIN CLARIFICATION BEFORE ANY WORK 15 BEGUN. WORK INSTALLED WHERE CONFLICTING CONDITIONS EXIST SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE. (o. DIMENSIONS, DETAILS, NOTES AND/OR SYMBOLS THAT APPLY TO ONE UNIT, APPLY TO ALL UNITS IN LIKE SITUATIONS UNLESS NOTED OTHERWISE. 1, DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL LIKE CONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL 15 SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION OF THIS PROJECT. a. WHENEVER AN ARTICLE, DEVICE OR PIECE OF EQUIPMENT 15 SHOWN, INDICATED, OR REFERRED TO ON THE DRAWINGS OR THESE NOTES IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS ARE REQUIRED TO COMPLETE THE INSTALLATION. q. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE J05 SITE PRIOR TO BEGINNING CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THE ARCHITECT FOR RESOLUTION BEFORE ANY 1,4ORil< 16 BEGUN. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES AND PROCEDURES EMPLOYED IN THE PERFORMANCE OF WORK IN, ON OR ABOUT THE J05 SITE, THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL WORK PERFORMED BY SUB- CONTRACTORS. 11. ALL CONTRACTORS AND SUB -CONTRACTORS PERFORMING WORK ON OR RELATED TO THIS PROJECT SHALL CONDUCT THEIR OPERATIONS 60 THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 19 PROTECTED, AND SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR AND WITH ANY AND ALL OTHER APPLICABLE STATE AND/OR LOCAL SAFETY REGULATIONS. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY' AND NOT BE LIMITED TO NORMAL 1-40WING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND ARCHITECT FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 12. THE STRUCTURE 16 DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE.. THE CONTRACTOR SHALL PROVIDE STABILITY OF ANY AND ALL PARTS OF THE BUILDING DURING CONSTRUCTION. 13. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED BORED, OR OTHERWISE MODIFIED WITHOUT PERMISSION OF THE ARCHITECT. 14. WHETHER OR NOT DETAILED ON DRAWINGS, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL 5TIFFERNER'S, BRACING, BACKUP PLATES. SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT INCLUDING PLYWOOD BACKBOARDS FOR TELEPHONE AND ELECTRICAL EQUIPMENT. 15, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL AND PERMITS FOR ALL DESIGN/BUILD SYSTEMS. HE SHALL ALSO BE RESPONSIBLE THAT THE SYSTEMS MEET ALL APPLICABLE CODE REQUIREMENTS. Iro. ANY MODIFICATION TO THE BUILDING SHELL RESULTING FROM TENANT IMPROVEMENT REQUIREMENTS SHALL BE REPORTED TO THE OWNER AND ARCHITECT ALONG WITH ANY REQUIRED COSTS OR SAVING PRIOR TO CONSTRUCTION. ANY MODIFICATIONS NOT REPORTED WILL BE THE CONTRACTOR'S RESPONSIBILITY FOR COORDINATION,. I'l. SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR ARCHITECTURAL REVIEW AS NECESSARY. THE ARCHITECT'S NON REVIEWED DRAWINGS, SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS HE PAS CALLED THE ARCHITECTS SUBMISSION NOR SHALL IT RELIEVE HIM OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. Ia. INSTALLATION OF GLASS SHALL CONFORM TO SPECIFICATION I6-CFR-1202 AND ALL LOCAL CODES ORDINANCES. GLASS SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH U.S. CONSUMER PRODUCT SAFETY STANDARDS. CERTIFICATE SHALL ACCOMPANY PRODUCT STATING DATE AND PLACE OF MANUFACTURE. PROVIDE SHOP DRAWINGS FOR ALL GLAZING AND STOREFRONT. IcI. THE CONTRACTOR SHALL COORDINATE WORK PERFORMED FROM OTHER CONTRACTORS. DISCREPANCIES IF ANY, SHOULD BE BROUGHT TO THE ATTENTION OF TORRES ARCHITECTS INC. FOR RESOLUTION BEFORE PROCEEDING WITH WOW. 20.ALL MATERIAL AND FINISHES INDICATED ON PLANS SHALL NEW AND UNUSED, UNLESS NOTED OTHERWISE. 21, PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL WITH THE TENANT CONFIRM THE LOCATIONS OF ALL ELECTRICAL OUTLETS, AND ANY OTHER FEATURES UNIQUE TO THIS PROJECT. THE: CONTRACTOR 15 ADVISED TO MEET WITH THE TENANT OR HIS AGENT (8) ON THE JOB SITE TO ACCOMPLISH THE ABOVE VERIFICATION. 22. THE CONTRACTOR SHALL PERFORM ANY AND ALL PATCHING, REPAIRING, AND RESTORING NECESSARY TO COMPLETE WORK AND TO RESTORE ANY DAMAGE RESULTING FROM THE THE WOW OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE ARCHITECT AND THE OWNER 23. THE BUILDING AND FACILITIES MUST BE ACCESSIBLE TO FUNCTION FOR TI!F= PHYSICALLY HANDICAPPED PER C.A.C. TITLE 24 HANDICAPPED ACCESS REGULATIONS. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, MOUNTING, AND DISPLAYING ARCHITECT'S JOB SIGN. CONTRACTOR SHALL ALSO RETURN J05 SIGN TO ARCHITECT AT COMPLETION OF PROJECT IN GOOD CONDITIONS, 1. ALL STUDS AT NON -BEARING INTERIOR PARTITIONS SHALL BE METAL STUDS 616" O.C. UNLESS OTHERWISE NOTED. -SEE WALL SCHEDULE. 2. SEE WALL LEGEND OR CALL- OUTS ON PLAN FOR GYPSUM BOARD THICKNESS AND FIRE RATING, AND FOR INSULATION AS REQUIRED. 3. REINFORCING AT ALL CORNERS, EXPOSED ENDS AND ENDS OF GYPSUM BOARD ADJACENT TO ALL METAL, WOOD OR CONCRETE TO BE GALVANIZED STEEL DUR-A - BEAD" OR EQUAL. GYPSUM BOARD 16 TO RECEIVE LIGHT FOG FINISH AT ALL INTERIOR WALLS TO RECEIVE PAINT, UNLESS NOTED OTHERWISE. 1. REQUIRED EXIT DOORS A. SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY KNOWLEDGE OR EFFORT, (THIS NEED NOT APPLY TO EXTERIOR EXIT DOORS IN GROUP 5 OCCUPANCY WITH AN ADJACENT DURABLE SIGN IN V HIGH LETTERS STATING " THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" AND WITH A LOCKING DEVICE READILY DISTINGUISHABLE AS LOCKED. B. ALL EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING MORE THEN 50 OCCUPANTS PER BUILDING CODE. 2. EXIT DOOR SHALL BE A MINIMUM OF 3'0" x ro'a" AND BE CAPABLE OF OPENING '-10 DEGREES AND SHALL BE 60 MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY 18 NOT LESS THAN 3211, 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 1_56. D. RESTAURANT NOTES 1, 5MCKING 15 NOT PERMITTED IN DININr-z AREA5, 2, KITCHEN FLOOR SHALL BE OF NON -ABSORBENT MATERIAL, 3. KITCHEN WALLS AND CEILING SHALL BE OF SMOOTH, WASHABLE FINISHES. 4. A GARBAGE GRINDER THAT 16 READILY ACCESSIBLE AND PROPERLY CONNECTED TO THE SEWER DRAIN SHALL BE PROVIDED. 5. PROVIDE TACTILE EXIT SIGNS AS REQUIRED PER C5C 1003.2.6.6.1 'EXITI, 10 EACH GRADE LEVEL EXTERIOR DOOR. TACTILE SIGN WITH ASSOCIATED BRAILLE LOCATED ALONG SIDE THE DOOR. ro. ILLUMINATED EXIT SIGNS SHALL BE PROVIDED WHERE REQUIRED BY, AND IN ACCORDANCE 1,41TI-I APPLICABLE LAWS. "I. ALL REQUIRED EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE DIRECTIONAL EXIT SIGNS WITH LETTERS NOT LESS THAN 3/4" WIDE AND ro " HIGH ON CONTRASTING BACKGROUNDS. S. EXITS AISLES TO BE PROVIDED AT MINIMUM 44" WIDTH LEADING TO EXITS AND MAINTAINED To PUBLIC STREET. q. EXIT LIGHTING SHALL BE PROVIDED HAVING AN INTENSITY OF NOT LESS THAN ONE FOOTCANDLE AT FLOOR LEVEL. 10. EXIT SIGNS, EXIT WAYS, STAIRS AND ELEVATORS MUST BE ILLUMINATED AT ANY TIME THE BUILDING 16 OCCUPIED. 11. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED OR SHALL BE OF AN APPROVED SELF -LUMINOUS TYPE, E. FIRE PROTECTION 1. WHERE REQUIRED BY CODE CORRIDORS AND ELECTRICAL ROOMS SHALL BE OF I HOUR CONSTRUCTION TROUGHOUT. 2. 1-�4HERE�O -CO 5EUSTIBCONDUIT, PIPES, OEVENTS PENETRATE ASSEM-5LY, PROVIDES AND INSTALL APPROVED FIRE -RATE SEALANT OF MINERAL WOOL FILLER TO DRAFTSTOP AND MAINTAIN THE FIRE SAFE INTEGRITY OF THE ASSEMBLY. MIN HILT( FIRESTOP SYSTEMS- ER- 50-TI/ OR 3M FIRE BARRIER THROUGH - PENTRATION PROTECTION SYSTEMS- 3. RETURN AIR PLENUMS BETWEEN FLOOR OR ROOF ASSEMBLIES AND SUSPENDED CEILINGS /2\ BELOW SHALL MEET THE FOLLOWING REQUIREMENTS. A. SHALL HAVE NO EXPOSED MATERIALS WITHIN THE PLENUM WITH A FLAME SPREAD RATING MORE THAN 25 OR A SMOKE DEVELOPED RATING MORE THAN 50. B. ALL WIRING IN PLENUMS, OTHER THAN TEFLON ci (WHERE NOTED), SHALL BE IN NON-COMBUBTTIBLE CONDUCT. C. WHERE GYPSUM PRODUCTS ARE EXPOSED WITHIN THE PLENUM, AIR TEMPERATURE SHALL BE RESTRICTED TO A RANGE NOT LESS THAN 50 OR MORE THAN 125 DEGREES FAHRENHEIT AND MOISTURE CONTENT CONTROLLED 50 THAT THESE PRODUCTS ARE NOT ADVERSELY AFFECTED. D. ALL EXPOSED COMBUSTIBLE FRAMING MEMBERS AND FINISH SURFACES WITHIN RETURN AIR PLENUMS SHALL BE COVERED WITH A MINIMUM OF I LAYER 5/V TYPE "X" GYPSUM BOARD SECURELY NAILED OR OTHERWISE FASTENED PER APPLICABLE CODE. PROVIDE AND INSTALL ALL FURRING AND BLOCKING AND TAPE JOINTS AS REQUIRED. E. FIRE- RETARDANT WOOD PER BUILDING CODE MAY BE EXPOSED WITHOUT COVER IN RETURN AIR PLENUMS WHEN APPROVED BY BUILDING OFFICIAL. 4. INTERIOR WALLS AND CEILING FINISHES SHALL BE OF THE FOLLOWING FLAME SPREAD CLASSIFICATION: CLASS I TUNNEL TEST 0-25 CLASS II TUNNEL TEST 26-15 CLASS III TUNNEL TEST '16-200 MAXIMUM FLAME SPREAD CLASSIFICATION: UNSFIRINKLERED SPRINKLERED ENCLOSED STAIRWAY CLASS I CLASS 11 OTHER EXITWAY CLASS 11 CLASS [it ROOMS/OTHER AREAS CLASS III CLASS III 5. PROVIDE PORTABLE FIRE EXTINGUISHERS OF QUANTITY AND LOCATION DETERMINED BY FIRE DEPARTMENT INSPECTION AND/OR OWNER. RATING SHALL BE NOT LESS THAN 2-A, AND WITHIN 48" AFF AND 15' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING. FIRE EXTINGUISHER SHALL BE 2A-1015C DRY CHEM FIRE EXTINGUISHER. SEE FLOOR PLAN FOR PROPOSED LOCATIONS. ro, PROVIDE AND INSTALL OUTSIDE GAS SHUT- OFF VALVE AND SIGNS INDENTIFYING MAIN GAS AND ELECTRICAL SHUT -OFFS PER DIRECTION OF LOCAL FIRE DEPARTMENT, -1. PROVIDE SMOKE DETECTORS, DUCT DETECTORS, AND OTHER SUCH DETECTION DEVICES AS MAY BE REQUIRED BY CODES AND/OR GOVERNING AUTHORITIES HAVING JURISDICTION AND OWNER. 8, ANY DECORATIONS USED SHALL BE NON- COMBUSTIBLE OR FLAME -PROOFED IN AN APPROVED MANNER. q. FOR FINAL INSPECTION - GENERAL CONTRACTOR 19 RESPONSIBLE FOR REQUESTING SEPARATE INSPECTION. lo. PROVIDE ADDRESS NUMBERS ON BOTH SIDES THE STREET AND ALLEYS OF THE BUILDING. PROVIDE ADDRESS NUMBERS 66" ON CONTRASTING BACKGROUND, CLEARLY VISIBLE TO RESPONDING FIRE PERSONNEL. F. ACCESSORY NOTES 1. f=,ROvIr_>1= SURFACE MOUNTED, TOILET PAf=,;=R i,4OLDER6 AT ALL WATER CLOSETS. G. PAINTING NOTES 1. PAINT ALL WALLS WITH SEMI -GLOSS ENAMEL. H. INSULATION NOTES 1. R-Iq AT ALL SUSPENDED CEILING U.N.O. I. SEE PLANAND/ OR SCHEDULE FOR FIRE RATING OF DOORS AS REQUIRED. 2. INTERIOR DOOR FRAMES TO BE PREFINISPED, COLOR. (SEE FINISH PLAN) 3. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS SERVING ROOMS, CORRIDORS OR STAIRWAYS HANDLING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. 4. DOORS SHALL BE NOT LESS THAT 3'-0" WIDE X ro'-V HIGH WITH NO SINGLE LEAP EXCEEDING 4'-0" IN WIDTH. 1. FIXED WINDOWS SHALL BE SEALED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS SHALL LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. A) PROVIDE SEAL OR ASTRAGAL AT HEAD, SILL AND JAMBS. 5) DOORS MOUNTED ON THE INSIDE OR OUTSIDE OF EXTERIOR WALLS SHALL HAVE A MINIMUM OF I" LAP AT JAMBS. C) MEETING PORTIONS OF SECTIONAL, 51 -PARTING , OR DOUBLE DOORS SHALL BE PROVIDED WITH A WEATHER -TIGHT ASTRAGAL OR SEAL. D) DOORS REQUIRING VERTICAL TRACKS OR GUIDES SHALL USE A CONTINUOUS MOUNTING ANGLE AND SHALL BE SEALED TO LIMIT AIR LEAKAGE. 3. OPEN EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS, AND FOUNDATIONS , BETWEEN WALLS AND ROOFS, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITIES THRU THE ENVELOPE, SHALL BE SEALED, CAULKED, OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE. K. SECURITY NOTES 1. LOCKS SHALL BE KEY OPERATED FROM THE OUTSIDE AND OPERATED FROM THE INSIDE BY A DEVICE NOT PROHIBITED BY CHAPTER 33. 2. DEADBOLT5 SHALL CONTAIN HARDENED INSERT OR EQUIVALENT. 3. STRAIGHT DEADIBOLTS SHALL HAVE A MINIMUM THROW OF V A 5/VMINIMUM EMBEDMENT, 4. HOOK OR EXPANDING LUG DEAD15OLTS SHALL HAVE A MINIMUM THROW OF 3/4". 5. BOLTS OF LOCKS WHICH AUTOMATICALLY ACTIVATE 2 OR MORE DEADBOLTS SHALL EMBED 1/2" MINIMUM. ro. GLAZED OPENINGS WITHIN 40 OF THE DOOR LOCK WHEN THE DOOR 15 IN THE CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS. HAVING A MAX. OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. - - - - Y V I - - - - - - - - - - - - - - - - - - - - -- L, LIGHT AND VENTILATION 1. "ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEET PER OCCUPANT DURING SUCH TIME AS THE BUILDING 15 OCCUPIED, IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN a FEET ABOVE THE FLOOR DIRECTLY BENEATH. C5C SECTION 1202.2.1.11 < 2. "TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. < SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED < DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF < THE BUILDING. CBC SECTION 1202.2.1. (SECOND PARAGRAPH)!' all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects, any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION AQUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 F;2M 0 E 06 M C LO 402 co -0 .1-a C: 4_4 > Fn E M w CU N 0) 2 to C E C CU U) N 0 CIO cuC a) 1 :3 0 C:) .0-0 C N CO ■ 0y*:11t*0A& 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 , RIL 1 0 Ilk LA SHEET TITLE SCALE: DATE ISSUED 07.11.05 SHEET NUMBER D1,1 CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS. AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENT'S EMPLOYEES, OFFICERS, OR AGENTS ENGAGED IN THIS PROJECT. 1. ALL WALLS, GRAPHICS, WALL FINISHES, FLOOR TILES, CEILING TILES, GRID, FLOOR SINKS, PLUM5ING FITURES AND ELECTRIC PANELS TO BE REMOVED WHERE INDICATED ON PLANS. 2. NOTIFY OCCUPANTS, PUBLIC AGENCIES (WHEN REQUIRED BY CODE), UTILITY COMPANIES, PRIOR TO COMMENCEMENT OF ANY WORK. 3. IDENTIFY AND CLEARLY MARK CABLE AND CONDUITS TO REMAIN, 4. ALL SEWERS, SAS, WATER, ELECTRICAL UTILITIES, ETC. ARE TO BE PROPERLY CAPPED AND SECURELY MARKED FOR VI5181LITY/LOCATION. 5. VERIFY EXTENT OF DEMOLITION SHOWN IN DRAWINGS IN ONSITE REVIEW. to. OBTAIN ALL REQUIRED PERMITS AND APROVALS PRIOR TO DEMOLITION 1. PROVIDE WATER SUPPLY AND HOSES FOR SPRAY DOWN, TO CONTROL AT ALL TIMES FOR DEMOLITION DEBRIS, DUST, ETC, 5. DO NOT ALLOW DEBRIS AND/OR DUST TO CONTAMINATE ADJACENT PROPERTY AND STREETS/SIDEWALKS. q. CHECK AND CORRECT POTENTIAL DEMOLITION HAZARDS IN EXISTING CONSTRUCTION 10. LOCATE ANY HIDDEN UTILITIES UNCOVERED DURING DEMOLITION. 11. DO NOT ALLOW ANY DISLODGED MATERIALS TO FALL OUTSIDE DEMO AREA. 12. PROTECT ALL PUBLIC AREAS AND ADJACENT PROPERTY WITH SECURE PROTECTIVE BARRIERS. EXISTII FIXTUR TO RE] LnND EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED �i� t= t= N C.�tz all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects, any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. AQUIZINOS ABLDG. DEPT. n �W% W a E CIO 06 CU C: <aC LO P o CU C CM m� E CIO �� > � Q 2 t1) E C C < C C ,N � CU � 0 N C U) ARCHITECTS MLO 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE SITE ! DEMO PLAN I SCALE: 118" =1' -ta" NOT TO SCALE — _ ._,.L &-%';,4SHEET NUMBER FOR REFERENCE ONLY. THIS SITE FLAN HAS BEEN REPRODUCED FROI" I THE ORIGINAL SHELL DRAIN INGS. THE FURf=OSE OF THIS SITE PLAN 15 TO IDENTIFY THE PROPOSED SITE LOCATION, HANDICAP F'ATH OF TRAVEL AND EXISTING TRASH ENCLOSURE. _ .a EQUIPMENT SCHEDULE MARK QTY DESCRIPTION MANUFACTURER MODEL NO WATER CAS ELECTRICAL FURN BY INSTALL BY REQUIRED APPROVALS REMARKS C H DR V PH A Hp IA 2 ORDER TERMINAL 120 1 20 OMER OANER IB - COIN DISPENSER- OPTIONAL TELEQUIP TRANSACT 2+ 120 I 1 OMER OANER IC 2 GASH TRAY DRAAER OWNER OWNER SEE INTERIOR ELEVATIONS FOR PLACEMENT aID I TELEPHONE OWNER OMER SERVICE COUNTER, MANAGERS DESK IE I FAX MACHINE 120 1 OWNER OWNER SEE INTERIOR ELEVATIONS FOR PLACEMENT 16 2 RECEIPT PRINTER 120 I 1 1 1 OMER OWNER 5EE AI.2 FOR A1201 rlONAL P05 NOTE5 2 4 50UP STATION INDUCTION 5PRIN6 5R-I15115-1 (4) 110 12.5 OWNER GC 3 1 5AN0104I6H TABLE (48") TRUE T55U-60-18 115 1 11 1/2 OWNER 60 PROVIDED IN/ EXTENDED GUTTING BOARD (SELF CONTAINED 4 1 5ANDAIGH TABLE (12") TRUE T55U-12-18 115 1 11 I/3 OANER GG PROVIDED A/ EXTENDED GUTTING BOARD (SELF CONTAINED 5 1 DELI CASE FEDERAL INDU5TRIE5 115 1 20 OWNER GC QUIZNO'S CUSTOM DISPLAY A/A4EEL5 6 I SINGLE FLAVOR DRINK DISPENSER CORNELIUS EJI 1 1 115 I 1 5 OMER GG ? 1 AALK IN COOLER KOLPAK5'-10"x?'-41"x?'-b 1/2" H 5/4" ID 115 1 1/2 OWNER GG LARR 24808 VERIFY OVERHEAD CLEARANCE 8 I AALK IN FREEZER KOLPAK?'- 1" x ?'-q" x 41'46"H 5/4" ID 208 1 1 OMER GC VERIFY OVERHEAD CLEARANCE q I CONVEYOR TOASTER HOLMAN OT14 206 1 5,75 OWNER GG SEE NOTE 3 10 1 MICRDAAVE OVEN AMANA RGSIOD 120 1 15.0 OWNER 6C ON LONER SHELF OF 311, PROVIDE 6' CORD 11 2 COOKER/AARMER APW HYOTT A-3V 120 1 10 OMER GC LOCATE ON 341 AND 42 12 1 VENTLESS HOOD HELLS MANUFACTURING CO. MODEL-AVSH 208 1 116 OWNER GO SUPPLIED A/ SEPARATE 8"x8" 55 DUCT 13 1 SLICER HOBART 24112 120 1 6.2 1/2 OWNER GG 14 1 CO2 TANK OMER 6C 15 1 ICE MAKER MANITOAOC QY-0454A 1/2" 1/2" ID 115 1 12.6 OWNER GC LOCATED ON 15, ID TO FLOOR SINK 16 1 DRINK DISPENSER REMCOR 052?55-5C 1/2" 1" ID 115 1 4 OWNER 6G FURNISHED BY COCA -COLA, ID TO FLOOR SINK i? 1 COFFEE/TEA BREHER FETCO TB5-21A 3i8" 120 1 16 OMER GG 18 1 BA6-IN-BOX/PUMP5 PROFIT MASTER 4 I/2" 115 1 ? OMER GO FURNISHED BY PEP51 (321N X 54"H) Iq I HAND SINK ADVANCE TABOO 1-105400 1/2" 1/2" 1 1/21, 1 OANER GG SILICONE SEALANT AT HALL 20 1 3 COMPARTMENT SINK H/ 24" DB EA6LE/METAL MASTERS 314-I6-3-24 I/V 1/2.1 2" DD OWNER 1 GG SEE NOTE 2. , SILICONE SEALANT AT HALL 21 1 VEGETABLE SINK EA&LE/METAL MASTERS 314-16-1-24L, LH DB 1/2" 1/2" 2" ID OANER 6C NOTE 5, SILICONE SEALANT AT HALL, ID TO FLOOR SINK 22 1 SERVICE SINK JONESPEG MB-2600-24 1/2" 1/2" 3" DD GG GG PROVIDE BUCKET HOLDER 23 1 RACK RAIL (FOR TOA5TER) PREC15ION INDUSTRIES INC. RACK RAIL OANER 6C SUPPLIED BY NR5 24 2 TEA DISPENSER FETCO TOTO-555 OMER GG 25 2 COFFEE DISPENSERS FETCO OANER GG 26 1 Q VENT COVER OANER GG DECORATIVE EXHAUST DUCT ARAP 21 3 CUP DISPENSERS 5AN JAMAR 024100 OWNER 6C MATCH ANGLE OF ADJACENT CASEWORK 28 I VEGETABLE SLICER NEMCO N552OOAN OANER GC 6C TO MOUNT ON LEFT SIDE OF DRAIN BOARD 201 1 CAN OPENER EDLUND NO 2 OWNER GG GG TO MOUNT ON RIGHT SIDE OF TABLE SHORN 30 1 KNIFE RACK EDLUND KR-qq OWNER GC HALL MOUNTED ABOVE iNORK TABLE 31 1 GLOVE DISPENSER TRIPLE55 BOA6B1 OWNER GG HALL MOUNTED 60" AFF TO CENTERLINE 32 1 BAG MANIFOLD OWNER OWNER 33 1 BOTTLE RACK OWNER GG 34 1 PEPPER BAR CONTAINERS TOTAL IMAGE SPECIALISTS OWNER 66 35 1 BREAD RACK LOCKAOOD RR517-11 OWNER GO RACK WITH GRAPHICS AND BREAD BOXES 36 1 DUNNAGE RACK METRO HP2250PO OANER GG 3? 2 DUNNAGE RACK METRO HP226OPD OWNER GO 38 1 5/5 AORK TABLE - 36" X 50" EA6LE/METAL MASTERS DINNER GG 3q I TABLE- CONVEYOR TOASTER INTERFAB OWNER GO CUSTOM MADE 40 1 5/5 HORK TABLE - 48" x 50" EA6LE/METAL MA5TER5 OWNER GG 41 0 5/5 HORK TABLE - 60" x 30" EAGLE/METAL MASTERS OWNER GC 42 1 5/5 CART A/ CASTERS (HARMER) VOLLRATH OWNER GG 43 1 STORAGE SHELF - 24" X 24" EA&LE/METAL MASTERS OWNER GC CHROME FINISH, 2 TIER SHELVING, 21" POLES 44 ? STORAGE SHELF - 36" X 16" EAGLE/METAL MASTERS OANER GG CHROME FINISH, 6 TIER SHELVING, 86" POLES 45 5 STORAGE SHELF - 46" X 16" EA6LE/METAL MASTERS OWNER 6C CHROME FINISH, 6 TIER SHELVING, 66" POLES 46 2 STORAGE SHELF 24" X 24" METRO 2424Z OWNER GO ZINC FINISH, 4 TIER, ?4" POLES-FRZ, 65" POLES- COOLER 41 2 SHLF.-FREEZER - 60" X 16" METRO 166OZ OWNER 60 ZING FINISH, 4 TIER, -74" POLE5-FRZ, 6V POLE5- COOLER 48 1 SHELF - WALL HUNG 48" X 18" EA&LE/METAL MASTERS OWNER GG TOP OF SHELF ?q" AFF 41q 4 SHELF - HALL HUNG 46" X 15" EAGLE/METAL MASTERS OWNER 60 TOP OF SHELF b8" AND ?q" AFF 50 2 JOB AID D15PLAY OANER OWNER 51 1 REFIGERATED BOTTLE COOLER ELECTROLUX OUIZN05 BOTTLE COOLER 115 160A 1.3 60H OWNER OWNER 52 1 SAFE SAFE MASTERS OF 5AN DIEGO QC5-200 OWNER GG BOLT TO FLOOR 53 2 EMPLOYEE LOCKERS GRAINGER 5ZIMO GG GG ANCHOR TO HALL, 121NxI&Dx36H: 2 TIER 54 2 FIRE EXTIN6UI5HER5 LOCAL SUPPLIER GG GG VERIFY QUANTITY A/ LOCAL CODES 55 1 FIRST AID KIT RESPOND 100164 OWNER GC HALL MOUNTED 60" AFF TO CENTERLINE 56 1 MU51C SYSTEM TBD 1 1 120 1 20 1 01NNER 60 51 1 5OUP/5ALAD ORGANIZER TOTAL IMAGE SPECIALIST OWNER OWNER 58 3 FLOOR SINK OWNER GC 51 2 5PLA5H GUARD GC GO LOCATE; A5 5HOAN ON PLAN5 60 1 MERGHAND15E DISPLAY OWNER OWNER 61 1 CUP HOLDER OWNER 6G HALL MOUNTED, SEE INTERIOR ELEVATION SHEET A3.1 62 1 50ALE AND SCALE STAND OWNER 60 63 1 STORAGE SHELF - 24" X 24" EA6LE/METAL MASTERS OWNER GG SHLF. FOR BREIAER,GHROME FINISH, 6 TIER SHELVING, 56" POLES 64 1 50AP d CHEMICAL DISPENSER OWNER GC SUPPLIED BY NRS 65 1 HASTE RECPTACLE AMERICAN SPECIALTIES 0525 GG GG 66 1 PANEL BOARD GE INDUSTRIAL SYSTEMS TYPE AG (101) OWNER GO SUPPLIED BY NR5. ,SEE NOTE #b. 61 1 TIME CLOCK GE INDUSTRIAL SYSTEMS I TORK 1103 200 OWNER GC SUPPLIED BY NR5. ,5EE NOTE 06. 68 - SAFETY SWITCH 6E INDUSTRIAL SYSTEMS 6E HD TH4324 OWNER 6C SUPPLIED BY NRS. ,5EE NOTE #6. ORDERED ONLY IF REQUIRED bq I ELECTRIC RATER HEATER RHEEM/RUUV/gKW/EXP.TANK ELDS 52 q WANK 50 6AL. 208 € qkw GG ICAP 6LA55 , 6LAS5 LIND TANK, 31 6PH RECOVERY RATE AT 80° R15E ?O 1 AIR CURTAIN MARRS AIR CURTAIN ?2 INCH I IGG GC IsuPPLim BY NR5. ,SEE NOTE #6. ORDERED ONLY IF REQUIRED NOTtS: 1. PROVIDE SOLID ROOD BLOCKING FOR ALL HALL MOUNTED EQUIPMENT. NOTE: PILASTERS DO NOT REQUIRE SOLID BACKING 2. ARCHITECT TO VERIFY AGAINST LOCAL PLUMBING CODE IF SINK 15 DIRECT DRAIN OR INDIRECT DRAIN. 3. TOASTER OVEN TO BE 6"- 8" AWAY FROM SNEEZE GUARD (TO PREVENT 5NEEZE GUARD FROM BREAKING). ELECTRICAL AHIP SUPPLIED BY G.G. 4. A 208V TOASTER 15 STANDARD AND RILL BE ORDERED UNLESS OTHERAISE SPECIFIED. 5. THE VEGETABLE 51NK 15 ONLY AVAILABLE AITH A LEFT HAND DRAIN BOARD. 6. NEW OR ADDITONAL ELECTRICAL PANELS RILL BE PROVIDED BY THE OWNER THROUGH NATIONAL RESTAURANT SUPPLY (NRS) AND INSTALLED BY THE GENERAL CONTRACTOR. THE PANEL RILL BE A 6E A SERIES PANEL BOARD PER THE EQUIPMENT AND ELECTRICAL SCHEDULES. IF THE FAULT CURRENT EXCEEDS 22K AC, THEN ONE 200A GE HEAVY DUTY SAFETY SNITCH (TH4324) WITH R CLA55 FUSES SHOULD BE SPECIFIED AND HILL BE SUPPLIED BY NRS. THE SAFETY SWITCH HILL ALLOA THE PANEL TO BE SERIES RATED AT UP TO TOOK AiC. FOR QUESTIONS, OR IF ALTERATIONS TO THIS SPECIFICATION ARE NEEDED, CONTACT GE SUPPLY AT 800-825-8520. IDENTIFY YOUR COMPANY AS A QUIZNOS VENDOR. ?, CONTRACTOR 15 RESPONSIBLE FOR TAKING INVENTORY OF SUPPLIES AND UNLOADING SUPPLIES FROM TRUCK. GRAPHICS SCHEDULE <�> MARK QTY DESCRIPTION FURN BY INSTALLED BY REMARKS GI 1 ARTHORK - TOASTY PLAQUE OWNER GO BOTTOM OF SIGN 4-0" AFF, CENTER HORIZ. G2 1 ART'HORK - TOASTY ACRONYM OWNER GC 2" ABOVE TOP OF TRASH, CENTER HORZ. 63 1 ARTWORK - QUIZNO'S ACRONYM OWNER 60 BOTTOM OF SIGN 4-0" AFF, CENTER HORIZ. 64 I PUCK SIGN - "SOUP" OWNER GO BOTTOM OF SIGN 6-0" AFF 65 - NOT USED - - - 66 1 PUCK SIGN - "PEPPERS" OANER GG BOTTOM OF SIGN 6-b" AFF 61 1 MENU BOARD - I PANEL OANER 6C BOTTOM OF SIGN 6'-8" CENTER HORIZ. 68 5 SETS OF 2 AORD BUBBLE OWNER 60 TOP OF MENU BOARD 8'-6 1/4" AFF 64 4 ARTWORK OWNER GG CENTER HORIZONTALLY AND ROTATE 5', 4 PIECES INCLUDED IN THE ART PKG. 610 - FRAMED PICTURE OANER 6C BOTTOM OF PICTURE AT V-2" AFF 611 1 BRAGGER STAND OWNER C70 SEE EQUIPMENT PLAN 612 - NOT USED - - - 613 1 OPEN HOURS DECAL OWNER 6C TOP OF DECAL V-4" AFF 614 1 CARD HOLDER OWNER 6G TO OF HOLDER AT V-O" AFP, ATTACH Al SUCTION CUPS AND HOOKS 615 1 1 1 CLOCK- BATTERY POWERED OANER GG CENTER HORIZONTALLY OVER DOOR SIGN SCHEDUL MARK DESCRIPTION MANUFACTURER FURN BY INSTALL BY VOLT AMP REMARKS MB-1 MENU BOARD - 6 PANEL MAIN5TREET OANER GO 2-120 1-36A, I -?A TOP OF MENU BOARD 8'-6 1/4" AFF N5-1 NEON SIGN - "0" MON OWNER GO 120 1.2 NOTE 1, TOP OF 516N 8'-2" AFF N5-2 NEON SIGN - "Q OPEN" ZEON OWNER 6C 120 1.2 NOTE 1, TOP OF SIGN 8'-2" AFF NS-3 NEON 516N - "ORDER MMMM... MON OWNER GG 120 1.2 NOTE 1, BOTTOM OF SIGN 84" A.F.F. NS-4 NOT USED - - - - - - 5-5 NEON SIGN - EXTERIOR OWNER OWNER VERIFY NOT SHORN THIS SHEET- (NIC) SEE SHEET i0/A3.1 FURNITURE SCHEDULE ITEM QTY DESCRIPTION MFR MODEL NO REMARKS A 10 STOOL AAYMAR - - B 2 ROUND TABLE AA'(MAR - - G 8 CHAIRS HAYMAR - - D 2 SQUARE TABLE AAYMAR - - E I RECTANGLE TABLE AAYMAR - - Q.P.O.S. EQUIPMENT SCHEDULE_ SUPPLIED NSTALLEDI MANUR, UTILITIES GC O GC 01 ELEC. PHONE NO QTY DESCRIPTION MODEL NO REMARKS e e OPOS TOUCH SCREEN (2POS-2002 YES YES LOCATE AS SHOWN PLUG IN. a l b 1 o o COIN DISPENSER TELEOUIP YES LOCATE AS SHOWN PLUG UNIT IN. TRANSACT 2+ o p CASH TRAY DRAWER 01006-2002 LOCATE UNDER COUNTER TOP. CASH C 1 DRAWER MUST 8£ FREE OF CABLE HOLE, d o e TELEPHONE- (1) FRONT YES MOUNT INSIDE COUNTER 2 DESK- (1) MANGER'S D SK t FAX MACHINE YES I LOCATE UNDER COUNTER ON SHELVING 51 GN 5CHEDULE NOTE5: I. HANG FROM STOREFRONT HEAD AITH SUPPLIED CHAINS AND HOOKS. NOTE: CONTRACTOR TO CONTACT ARCHITECT IMMEDIATELY IN THE EVENT OF ANY .DISCREPANCY WITH THE EQUIPMENT SHIPPED AND EQUIPMENT SCHEDULED. TABLE TOP TO - BE 28"-34" A.FF FULLY ACCESSIBLE TABLE/SEATING AREA NOTE: SIDE SNEEZE GUARD REQUIRED BY HEALTH DEPT.- PEPPER BAR TO HAVE - REMOVABLE DRIP TRAY INSTALL FLOOR SINKS FLUSH WITH FLOOR, 1/2 EXPOSED, WITH GRATE AND STRAINER. LOCATE AS SHOWN ON PLANS m NOTE: ALL EQUIPMENT, INCLUDING 5i-IELVING, MUST BE SUPPORTED BY SIX (6) INCH HIGH, EASILY CLEAN ABLE LEGS, COMMERC{AL CASTORS, OR COMPLETELY SEALED IN POSITION ON A FOUR (4) INCH HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB TO FACILITATE EASE OF CLEANING. =15 5C,ALE: 1/4"=1I-0II NOTE: SEE SHEET ,41.2 FOR THE MILLWORK SCHEDULE MAINTAIN AIR SPACE PER MANUFACTURER'S RECOMMENDATIONS TOP MOUNT COMPRESSOR SELF-CONTAINED PROVIDE STAINLESS STEEL CLOSURE PIECES TO SEAL AIR SPACE BETWEEN WALL AND COOLERS. SEAL WITH CLEAR SEALANT north all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION A QUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 •0 t,.r W 0 E t� V � f� V ) 0 C < LO T- L o -a-+ C 4-1 C > Fn r.. Q ICU 04 } � 0) 0 34.4 C:C U C C: C ,N CU {� 0 C:) _� C: Co N U) Ua94:]14XqK I 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE EQUIPMENT PLAN & VE i SCALE: DATE ISSUED 07.11.05 SHEET NUMBER CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS, AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENT'S EMPLOYEES, OFFICERS, OR AGENTS ENGAGED IN THIS PROJECT. # DOOR SCHEDULE xXX DOOR FRAME DETAILS HARDWARE SET REMARKS MARK TYPE MAT'L SIZE THK FIN TYPE MAT'L FIN HEAD JAMB 100 EX6 EX6 EX& EX6 EX6 EX6 EX& EX6 EX6 EX6 G NOTES 1, 2 AND 6 101 2 AL V-0 x 7'-O" .06311 P2 A HM P2 2/A2.1 2/A2.1 B ELIASON DOOR - NOTES 3 , 4, 5 102 1 5CW V-0 x 7'-O" 1 5/4" P2 A HM P2 I/A2.1 I/A2.1 B 102A EX6 EX6 EX6 EX6 P2 EX6 EX6 P2 EX6 EX6 I EX6 NOTE 6 105 1 5CW V-O x 1'-0" 1 5/4" P2 A AL P2 I/A2.1 I/A2.1 A NOTE "I -"TIMELY" 104 1 5CW V-0 x 7'-0" 1 3/4" P2 A AL P2 I/A2.I I/A2.1 A NOTE 1-"TIMELY" 105 4 AL 3'-0 x 4'-0" - WA A WA PRE-FINISHE N/A N/A N/A 106 3 AL 3'-0 x 7'-O" .063" EX6 A AL EX6 II/A4.5 Q/A4.5 NOTES 1, 2 AND b POOR/FRAME 50HEDULE NOTE5: (NOTE: ELIA50N DOOR INFORMATION TO BE U5ED ONLY IF AN ELIA50N DOOR 15 5HOYAN). I. DOOR TO HAVE A 516N THAT READS "DOOR TO REMAIN UNLOCKED DURIN6 RE6ULAR BUSINE55 HOURS". 2. NEA DOOR AND FRAME TO MATCH EXISTING STOREFRONT CONFIGURATION, COLOR AND FINISH. 3, ELIA50N DOOR - DOOR 15 NOT SUPPLIED WITH FRAME. PROVIDE HOLLOW METAL FRAME AITH NO STOPS. 4. ELIA50N LAP 6 EASY SAIN& DOUBLE ACTION DOOR WITH 14NIV CLEAR VINYL AINDOA, COLOR DARK BROAN. 5. ELIA50N EA5Y SAT& DOOR PROVIDED BY NATIONAL RESTAURANT SUPPLY, FOR MORE INFO V151T AWW.ELIASONCORP.COM 6. EXISTiN6 HARDAARE TO REMAIN, VERIFY AITH OANER ANY ADDITIONAL HARDWARE REQUIRED, 1. UNDERCUT RESTROOM DOORS 3/4 % 8. ALL EXIT DOORS SHALL BE LEVER TYPE OR PANIC BAR HARD RARE. q. EX15T DOORS TO BE OPENABLE FROM THE IN51DE AITHOUT USE OF A KEY OR ANY SPECIAL KNOALED6E OR EFFORT. HARDWARE SCHEDULE MARK QTY ITEM MANUFACTURER MODEL NO FINISH REMARKS A 1 1/2" PR BUTT HINGES MGKINNEY TA2731 3 1/2"x 3 1/2" U5260 1 LOCK5ET SCHLA6E SATURN 551PD 26 SATIN CHROMIUM PLATE I CLOSER SAR6ENT 1250 SERIES US26D 2 KICK/MOP PLATE ROCKW000 I41"x34" .125 U5260 I HALL STOP &LYNN JOHNSON ABII U5260 3 DOOR SILENCER 6LYNN JOHNSON 6J64 U52612 B 1 1/2" PR BUTT HINGES MCKINNEY TA2'131 3 1/2"x 3 1/2" U5260 1 PUSH PLATE HIAWATHA 220DX U526D I DOOR PULL HIAWATHA 220OX 5/P U5260 1 OL05ER 5AR6ENT 1250 SERIES U5260 2 KICK/MOP PLATE ROCKAOOD 10"x34" .125 U526D 1 WALL STOP 6LYNN JOHNSON WBII U5260 I DOOR 51LENCER 6LYNN JOHNSON 6J64 U5260 G 1 CONTOL LOCK DETEX ECL-230D A/ ECL-445K CYLINDER U5260 PROVIDE ADA COMPLIENT THRESHOLD 2" AS SCHEDULED 2" AS SCHEDULED AS 5CHEOULED " ALUMINUM n �U TEMPERED GLASS a SOLID CORE AD (ELIA50N DOOR) PAINT FINISH ( USED ONLY IF SHOWN) WALE: 1/4" a 1'-0* 5TOF'E FRONT NOTE: 1. NEA STORE FRONT, DOOR AND FRAME TO MATCH EXI5TIN& STOREFRONT CONFI6URATION, COLOR AND FINISH. REFER TO LANDLORD'S MASTER SCHEDULE FOR MANUFACTURERS SPECIFICATIONS AND APPROVED SUPPLIER'S JN USED ONLY IF A NEW ST 4 TON. OW7,104M R 4UM RED � 1 m a.u. ALUMINUM TEMPERS a &LASS 0 U v.LF. ER. EQ. NUM Mi5E5RED MILL1,40R< SC�4EDIJLE LEGEND MARK QTY DESCRIPTION SIZE RE1°''IARK5 WALL ASSEMBLIES 3 5/V x 25 GA MTL STUDS 6 16'" O.G. 5/011 1„(j TYPE "X" GYP. BD. ON TENANT SIDE FULL HEIGHT. 3 5/5" x 25 GA MTL STUDS 0 16" O.G. 5/61 j..1Z TYPE "X" GYP. BD. ON BOTH SIDES ABOVE CEILING MIN, ro" W.R. AND R13 BATT INSUL, AT RE5TROOM 5/6" TYPE "X" GYP. BD. ON TENANT SIDE OR EXISTING PARTITION. 6" x25 GA MTL. STUDS 6 16" O.G. 5/S" TYPE "X" GYP. BD, BOTH SIDES MIN. V1 ABOVE CEILING 3 5/61 x 25 GA MTL STUDS a 16" O.G. GREEN BOARD ON BOTH SIDES ABOVE CEILING MIN. 6" W.R. AND R13 BATT INSUL. AT RESTROOM 6" x25 GA MTL. STUDS S 16" O.G. 5/S" TYPE "X" GYP. BD. BOTH SIDES ON TENANT SIDE FULL HEIGHT W.R. AND R13 BATT INSUL. AT RESTROOM 5/8" TYPE °X" GYP. BD. ONE SIDE ONLY W"1 WITH 1 1/2" MTL STUD ON TENANT SIDE MIN ABOVE THE CEILING AROUND THE COLUMNS ONLY 6"I x 25 GA MTL STUDS 0 IV' O.G. 5/8" WS GREEN BOARD ON BOTH SIDES ABOVE CEILING MIN. ro W.R. AND R13 BATT INSUL. AT RESTROOM (o" x 16 GA MTL STUDS 6 16" O.G. 5/6' W9 GREEN BOARD ON BOTH SIDES ABOVE CEILING MIN. to W.R. EXI5TING WALLS 1��`--1 NEW WALLS "---*_- EXISTING STORE FRONT A 1 FRONT ORDER COUNTER 416" W x 5 1/6' D x 40i1 H LOCATE AS SHOWN, BOLT TO FLOOR B i RETURN WALL 24"W x 2q D x 48" H LOCATE A5 SHOWN, BOLT TO FLOOR C 1 REACH -IN TOP CAP 6111 W x 111 D LOCATE A5 SHOWN D 1 FRONT WALL 5V W x 241" D x 40" H LEFT OR RIGHT, LOCATE AS SHOWN E - FRONT SOUP WALL 32 1/2" W x 5 1/8" D x 34" H LOCATE AS SHOWN, BOLT TO FLOOR F 1 SOUP CADDIE - STAINLESS STEEL 32" W x 31 1/2" D x 32 1/2" H LOCATE AS SHOWN, BOLT TO FLOOR G 1 SERVICE COUNTER 48 W x 30"D X 34" H LOCATE AS SHOWN, BOLT TO FLOOR H 1 REAR SIDE WALL WITH SWING: GATE 43" SIDE WALL(48" H )4 36"GATE 1-SNEEZE GUARD LOCATE AS SHOWN, BOLT TO FLOOR *** CUSTOM MADE REAR WALL TO BE 3g11 J 1 TRASH ENCLOSURE 23" W x 23" D x 56 1/211 H INCLUDES LINER, LOCATE AS SHOWN K 1 WINDOW COUNTER 416" W x 11" D x 44" H USE RND. TBL. BASE FOR XTRA SUPPORT L - WALL PILASTER 114" TALL LOCATE AS SHOWN ON PLAN M 1 TRAINING DESK W/ SHELVES 24"X24"D X32'44 LOCATE AS SHOWN, PROVIDE SOLID BACKING N 1 WALL HUNG STOR. GAB.-MNGR'S DESK 36" W x 14" D x 30" H PROVIDE SOLID BACKING P 1 MANAGERS DESK 36" W x 24" D x 32" H SECURE UNIT TO THE WALL, SOLID BACKING Q - NOT USED _ R 1 BEVERAGE COUNTER 016" W x 35" D x 311, H LOCATE AS SHOWN, BOLT TO FLOOR S-A 1 SNEEZE GUARD PIECE "A" (2) 55 1/4" x iq 5/6" H NOTE: INSTALL SNEEZE GUARDS WITH A 15° ANGLE AND A 1" GAP BETWEEN THE BOTTOM OF THE GLASS e THE COUNTER TOP. 5-5 1 SNEEZE GUARD PIECE "B" 22 5/8" x 11" H S-C 1 SNEEZE GUARD PIECE "C" 52 114" x IV H S-D 1 SNEEZE GUARD PIECE "D11 5211 x lq 5/V H S-E 1 SNEEZE GUARD PIECE "E" 26.15" x 2511H 5-H 1 SNEEZE GUARD PIECE 11H" 2q 1/2" x 11" H S 1 SIDE SNEEZE GUARD FOR SOUP 22° D x 25° H a 1" D x 251, H S-P 2 51DE SNEEZE GUARD FOR PEPPER BAR S-U - NOT USED T i WALL HUNG STORAGE CABINET- RESTROOM 30" W x 12 3/4" D x 20" H BOTTOM OF CABINET TO BE 6'-V A.F.F. V - SERVICE COUNTER EXTENSION 24i1 W x 36" D x 3411 H LOCATE AS SHOWN, BOLT TO FLOOR THE MODULAR MILLWORK COMPONENTS ARE PROVIDED BY THE QUIZNO'5 CORPORATION'S APPROVED VENDOR AND WILL BE INSTALLED BY THE G.C. LOCATE MODULAR MILLWORK COMPONENTS AS INDICATED ON PLAN. GENERAL CONTRACTOR AND FRANCHISEE SHOULD ARRANGE FOR THE MODULAR COMPONENTS TO BE DELIVERED AS EARLY IN THE CONSTRUCTION PHASE AS POSSIBLE, THIS WILL AVOID ANY DELAYS DUE TO INSPECTIONS (ELECTRICAL, FRAMING, ETC.). NOTE: CONTRACTOR TO INSTALL NEI� FLOOR DRAIN IN ALL NEW RESTROOI" f5 PER CITY CODE AND VERIFY THE CORRECT PLACEMENT OF ALL NEkI FLOOR SINKS PER SHT, P.l 4 P.2 I T I I I ! I 4 -011 8 I A3. I NE k! I NOTE, CUSTOM I UNISEX I,�S I N M MADE REAR RESTROOM END CAP TO III 1s2�4 I ` BE 43" � o N Z SERVICE DINING lay ) AREA 1. � I U_ � I C I — A3. NOTE: SIDE SNEEZE GUARD REQUIRED B`I' HEALTH DEPT. 4(o I _ "i It FACE TO FACE FINISH NOTE. PROVIDE SOLID BACKING AT ALL kIALL MOUNTED FIXTURES. SINKS, kIALL SHELVING, DESKS ETC. ' i �- V jb BACKROOM AREA 1O3 [4 [2F Ir M 111- a111 k4 NOTE: THE MODULAR MILLI,40R< COMPONENTS ARE CONSTRUCTED OFF SITE BY AN APPROVED VENDOR AND ARE INSTALLED BY THE G.C. LOCATE MODULAR COMPONENTS AS INDICATED NOTE: XOOD USED IN THE SUBJECT PROJECT SHALL BE FIRE -RETARDANT -TREATED IN ACCORDANCE WITH CBG SECTION 20114 ZL S { Y' 4 ? .5j u NOTE: RELOCATE EXISTING ELECTRICAL PANEL �^l all ideas designs + plans represented by this drawing ore the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. REVISION A QUIZNCIS REV. 08.05.05 A BLDG. DEPT. 08.11.05 co 00 r Q E U rr� W 06 CIO L0 0 co 4 C:CICU >� m o ECU0) N o � 2 Vi � U � CUC () C .N ca 0 N {� 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE FLOOR PLAN AND SCHEDULES SCALE: An DATE ISSUED 07.11.05 SHEET NUMBER 341 �v ' 7 wo A1.2 CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS. AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENTS EMPLOYEES, OFFICERS, OR AGENTS ENGAGED IN THIS PROJECT. i all ideas designs + plans represented by this drawing are the exclusive property of torres NOTE: SEAL ALL GROUT PROVIDE BULLNOSE QUARRY ' TO MATC, - a SWING C NOTE: Wl/P1 AT NOTE: NO FLOOR TILE BELOW MOP SIN< INSTALL 82 AROUND THE I%L./ 1 �: ,141 INSTALL RANDOMLY NOTE: PROVIDE 2 COATS OF MILLWORK OF SEALANT TO EXPOSED COMPONENTS CONCRETE MAW SCALE: 1/4` =1'-0" NOTE: "Cl" TO BE USED IN SERVICE AREA PER HEALTH DEPT. REa. aTE: INTERIOR �CTOR'1' STALLED 6" _UMINUM COVE ASE IN WALK- IN OX'S AND 82 ROUND THE JTSIDE PAINT REGISTERS UNDER PREP AREA SOFFIT AND USING TOUCH UP PD EXHAUST FAN NOTE: CONTRACTOR TO VERIFY THE EXACT PLACEMENT AND NUMBER OF LIGHT FIXTURES WITH THE ELECTRICAL LIGHTING PLAN ON SHEET. E.2. ANT DISCREPANCY SHOULD BE FORWARDED TO THE ARCHITECT OR ENGINEER OF RECORDS. PAINT AC REGISTERS IN DINING ROOM AND TOUCH UP USING P fREF_ECTEC CEILING FLAN SCALE: 1/4" =1' -0" NOTE: NO CEILING' TILE ABOVE WALK- IN FREEZER AND COOLER NOTE: A MIN. 13'-0" CE I L ING HEIGHT 15 REQUIRED FOR TOP MOUNT COMPRESSOR UNITS FOR FREEZER REMOTE COMPRESSOR UNITS REQUIRE 111-01, MIN. CEILING HEIGHT. VERIFY CEILING 15 CLEAR OF DUCTS BEAMS, STRUCTURE ETC NOTE: RETURN GRID TO TOP OF BOXES INSTALL GRID WITH TILES FOR ENCLOSURE PANELS W/ CLIPS TO HOLD IN PLACE. CAULK BOTTOM EDGE TO FREEZER 14 COOLER. INSTALL SUGGESTED MANUFACTURER GL IPS. PROVIDE ADEQUATE VENTILATION PER MANUFACTURER SUGGESTED SPECIFICATION north architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. REVISION A QUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 .10 —win 0.0 tU 0 E CCU U U) 06 CIO O _ i m O E �0) 2. C/) C U 0 � C • -- }� � M u F- 0 C U) 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE REFLECTED CEILING PLAN & FINISH PLAN SCALE: �D o DATE ISSUED g L J. �® 07.11.05 SHEET NUMBER 3. Al .3 CONF€DENTIAL. THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS, AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENTS EMPLOYEES, OFFICERS, OR AGENTS ENGAGED IN THIS PROJECT. w FINISH SCHEDULE o MARK ITEM MANUFACTURER MODELNO REMARKS B1 TILE BASE FLORIDA TILE COLOR: BLACK MODEL NO: 08505 BLACK, P-36841 DINING ROOM SIZE: VXV COVE BASE, WITH 31V RADIUS QUARRY TILE 6V8" SERVICE AREA BACK ROOM AREA, INSTALL 52 AROUND 52 TILE BASE FLORIDA TILE COLOR QUARRY GRAY THE OUT SIDE OF WALK-IN BOX'S AND MOP SINK COVE BASE WITH 3/8" RADIUS *** TO BE ORDERED BY THE CONTRACTOR ** CI CEILING PANEL (ATC) USG INTERIORS STYLE: VINYL FACES, SHEETROCK BRAND BACKROOM t RESTROOMS CLEANABLE SURFACE COLOR: WHITE SIZE: 24"x4V SUSPENSION GRID: USG PRELUDE, SIZE 15/16", COLOR WHITE C2 CEIL-IN&-PANEL- .,KEML••iTE ST'FLE: FRP SERVECE--AREA.. ,Ct:,EANABkE--SURFACE- -COLOR 46-1 DOVE GRAY- SM, OOTH-MATTE- -SUZE: 24"x34� SUSPEN514NCsR�fl: USG F'RE1:UiDE• -SIB£--15116�;f (3kOR-P3. C3 CEILING PANEL (ATC) USG INTERIORS STYLE: RADAR SQUARE EDGE DINING ROOM COLOR. #203 TETON BLUE (PREFINISHED BY USG) SUSPENSION GRID: USG PRELUDE, SIZE: 24"x 4W SIZE 15116", COLOR P4 CRI CHAIR RAIL PREMIER EUROWOOD COLOR: PEARWOOD STAIN SEE DETAIL 5/A41 F1 QUARRY TILE FLORIDA TILE MODEL NO: ---- COLOR. QUARRY GRAY SERVICE AREA E BACKROOM SIZE: 8" X S" *** TO BE ORDERED BY THE CONTRACTOR *** FULL FLEX MORTAR F2 GEO NATURA EPIRO FLORIDA TILE MODEL N0:115A EFIRO DINING ROOM t CORRIDOR AREAS COLOR: GREEN SIZE: 12" X 12" F3 ISLANDS BERMUDA FLORIDA TILE MODEL NO: E2'1610 COLOR: TAN DINING ROOM t CORRIDOR AREAS SIZE: 12, X 12" F5 FOR RESTROOMS ONLY. VINY- CONTINUOS SHEET VINYL FLOORING WITH 6" MIN. INTEGRAL BASE UP WALL WITH STAINLESS CAP. WELD ALL SEAMS. F6 CONCRETE SEALER - - 2 COATS OF HEALTH DEPARTMENT APPROVED CONCRETE SEALER P1 PAINT BENJAMIN MOORE COLOR #165, 216 25 MOORCRAFT SUPER BACKROOM i RESTROOMS SPEC LATEX SEMI -GLOSS ENAMEL (GLOWING APRICOT) P2 PAINT BENJAMIN MOORE COLOR #21241-10, 216 45 MOORCRAFT MEN'S DOOR, WOMEN'S DOOR, SUPER SPEC LATEX - SEMI GLOSS ENAMEL 5ACKROOM DOOR (MIDNIGHT DREAM) COLOR BRILLIANT METALLIC,164 18 WEATHE- P3 PAINT BENJAMIN MOORE PROOF SERVICE AREA CEILING GRID ALUMINUM PAINT METAL AND WOOD FINISHES (GREY METALLIC) P4 PAINT BENJAMIN MOORE COLOR OY 13.25, Be 3X2, MA 3, OG 2X24.25, 363 35 IRON CLAD, LOW LUSTRE USE FOR DIFFUSERSICICLES AND METAL AND WOOD ENAMEL DINING ROOM TOUGH -UP (TETON BLUE) USE FOR X 6" SOFFIT P5 PAINT BENJAMIN MOORE NAVAJO WHITE INT. RM. N SEPARATING PREP AND DINING RM. TMI TRANSITION MOLDING PREMIER EUROWOOD SIZE I I/21x3/4"x6'-V COLOR: PEARWOOD STAIN V1 VINYL WALL COVERING 0421-60 COLOR - YELLOW SUNSPOT (YELLOW) REFLECTIVITY 10% BOLT: 54" WIDE, 12 YARDS V2 VINYL WALL COVERING COLOR - WEEPING WILLOW (GREEN) REFLECTIVITY 51�0 Q421-80 BOLT: 54' WIDE, 12 YARDS V3 VINYL WALL COVERING Q421-10 COLOR - BLUE MOON (BLUE) REFLECTIVITY 45% BOLT: 54" WIDE, 12 YARDS BACKROOM, RESTROOM, SERVICE AREA UP TO CEILING HEIGT WI FRP PANEL KEMLITE 5-10OG WHITE BEHIND 4 ADJACENT TO ALL SINKS (WATER AREA) EXTEND COLOR: WHITE OUT A MINIMUM OF IV FROM ALL SIDES OF SINKS SIZE: 4'x10' SHEETS- SMOOTH MATT FINISH GC TO SUPPLY MATCHING HEAVY DUTY CORNER GUARDS COLOR -GRAY USEDWHEREVER5 OR G1 GROUT MAPEI NO: 09 CERAMIC DESIGNATED. SEAL ALL GROUT OPENING. L1 LAMINATE WILSONART LAMINATE PEWTER BRUSH 4119-60 FOR BOTH BEVERAGE AND PEPPER BAR COUNTER TOP NOTES 1. ALL MATERIALS FOR FLOOR INSTALLATION ARE SUPPLIED BY OWNER l ORDERED THROUGH NRS AS PART OF THE CONSTRUCTION MATERIAL SHIPMENT). ALL SHEET VINYL SUPPLIED BY OWNER ( ORDERED THROUGH NRS AS PART OF THE CONSTRUCTION MATERIAL SHIPMENT). 2. HOT WELD SHEET VINYL SEAMS. ROOM FINISH SCHEDULE MARK ROOM WALLS CEILING FLOOR BASE REMARKS N S E W MAT'L HEIGHT 101 DINING CR1V3 CRI/VI V2/V3 CRi/VI/V2/V3 C2/C3 10'-0" F2/F3 Bi SEE A13 AND A31 102 SERVICE TM1/V1/W1 TM1/V1/V3/WI C2 10'-0" FI 52 SEE A13 AND A31 103 BACKROOM PI P1/WI P1/W1 P1 CI 10'-0" F1 52 SEE A13 AND A31 104 UNISEX PI/W1 PI/WL PIMI PI/W1 C1 10'-0" F: Bl SEE 1/A21 W TOILET ACC SSORII=Z) MARK ITEM MANUFACTURER MODEL NO REMARKS TA -I TOILET PAPER DISPENSER SMART 55T SUPPLIED BY NATIONAL RESTAURANT SUPPLY TA-2 SOAP DISPENSER AMERICAN SPECIALTIES INC. 0342 SUPPLIED BY G.C. TA-3 GRAB BAR AMERICAN SPECIALTIES INC. 320136, SUPPLIED BY G.C. TA-4 GRAB BAR AMERICAN SPECIALTIES INC. 3201 42" SUPPLIED BY G.C. TA-5 MIRROR AMERICAN SPECIALTIES INC. 0540 SUPPLIED BY G.G. TA-fo PROTECTIVE FLUM51NG COVERS TRU5RO LAV-GUARD 103 WHITE SUPPLIED BY G.C. TA-1 SANITARY NAPKIN DISPOSAL AMERICAN SPECIALTIES INC. 0862 SUPPLIED BY G.G., WOMEN'S RESTROOM ONLY TA-8 WASTE RECEPTACLE AMERICAN SPECIALTIES INC. 0825 SUPPLIED BY G.C., WOMEN'S RESTROOM ONLY TA-Q PAPER TOWEL DISPENSER SMART 84T SUPPLIED BY NATIONAL RESTAURANT SUPPLY LLI WALL SIGN ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIZE MOUNTED WALL ACCESS SIGN PER DETAIL AT RIGHT DOOR SIGN PER DETAIL LEVER I-IAN AT 36" A.F.F. 61t DLE MEN I ;� OR WOMEN 0 NOTE: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES AND THE STATE OF CALIFORNIA TITLE 24 GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. SCALE: NOT TO SCALE DOOR SIGN PLASTIC LAMINATE SECURED TO CENTER OR DOOR FACE +60' A.F.F. (WOMEN SYMBOL 1/4" THICK 12" DIA.) (MENS SYMBOL 1/4" THICK TRIANGLE 12" SIDES) COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM COLOR AND CONTRAST OF THE DOOR. USE NEMA RATED SELF -EXTINGUISHING ADHESIVE TO MOUNT. DOOR SIGN SCALE: NOT TO SCALE SCALE: NONE Z fV i 1/4" *r n t t /lit r^,i n GRAE MTL. STUD FRAMING W/ GYP. BD. EA. SIDE ---------------------- SCALE: NONE 1211 uz WOMEN `1 OF DOOR 1 1/2" MIN d MAX. WHITE SYMBOL BLUE BACKGROUND 12" U, 1L' UNISEX Iq OF DOOR 4x4 BLOCKING -NOTCH ONE END AS NECESSARY FOR TIGHT FIT STUDS W/ 3-#10 SCREWS - BACK SCREWED THROUGH STUD EA. END SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" 36" Pl TA-3 TA-E) ---TOILET SEAT COVER DISPENSER GE)TA-:1 X X X Z Z r Q tfi ;- W m W TA-1 ----- TA-8 A HAND SINK 1 TA-6 TA-2 all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION A QUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 W% Q E CIO rr� W `6 CC LO r � C:C: -0-i >r m E co CrJ 0) ® � Q 2 Vn `h C C CID Cl) 4-1 C N C F � C) C: `!.J III I M N MV 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE ROOM FIN. SCHEID. ELEVATIONS SCALE: DATEISSUED 07.11.05 HEET NUMBER CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS. AND IS NOT 70 BE DISCLOSED TO OTHER THAN THE RECIPIENT'S EMPLOYEES, OFFICERS. OR AGENTS ENGAGED IN THIS PROJECT. MINIMS I I�,l SCALE; I/4`=I'-0" 0UAf—t liq iii� 111 IN IrPRIA SCALE: I/4`=I'-0` Z > W NOTE- ART PIECE TO BE 4UNG BETWEEN EACH PLASTER, IT OASTY'i ART TO, BE LOCATED HE -RE NOTE; PROVIDE SOLID 5ACKIN6r---1AT ALL WALL MOUNTED FIXTURS. NOTE: EXHAUST HOOD SEE SHEET A4-1 ... ....... ................ ........... .V ......... 0 0 0 T 0 my - V1 GOLOFR - YELLOW SUNSFOT (YELLOX) "TOASTY FOSTEfR V2 COLOR — XEEFING WILLOW (GREEN) V3 COLOR SLUE 1-100N (SLUE) "FfRlt-10 DELI 1'*1EAT5` FOSTER NOTE: ART PIECE TO BE HUNG BETWEEN EACH PILASTER. — "TOASTY" ART TO BE LOCATED HERE SCALE- 1/4'*'-011 Q EX15TIN:65TORIE 0 T—� (AZNI�� SLAZ:INCT: NOTE: ALL CABINETS TO HAVE A 4" 5ACKSPLASH 6," LEGS, AND ARE TO BE 30" DEEP NEON 516N - AS SCHEDULED. CENTER HORIZONTALL't' CHIP RACKS BY OTHERS SPLASH GUARDS NOTE- PROVIDE SOLID BACKING AT ALL WALL MOUNTED FIXTURES. LAI EPPER I q, H F7 ta� A Vv' mr IF21 yyyyyyyyy Q X G) Cl L PROVIDE THE INTERNATIONAL L CASEWORK AS SCHEDULED ACCESSIBILITY SYMBOL SIGN AT BUILDING ENTRANCE. C5C SECTION 112"15.3 ALSO PROVIDE EXIT-- TACTILE ON INSIDE OF ALL DOORS A TACTILE (INCLUDING BRAILLE) BRAILLE SIGN. SEC. 10032.a.6 SCALE. 1/4"z1'-O" SEE INSTRUCTIONS FOR PROPER DISPLAY OF WORD BUBBLES NOTE: SAFE TO BE MOUNTED ON A 4" PLATFORM OR CURB PER HEALTH DEPARTMENT REQUIREMENT. SCALE: 1/4"=I'-O" 21 011 50ALE: 1/4'=l'-O" NOTE: EACH ART PIECE TO BE ZL RANDOMLY ROTATED AT ANGLE N vl i C GD mom SCALE: 1/4'*'-0` NOTE: IDENTICAL COLORED WALLCOVERING NOT TO BE HUNG IN SUCCESSION all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION AQUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 (D L. 0 E ca U) 06 C 140— co C ffi E CC Co > Cy) 2 Cl- Inco 0 4-J E C� co ci C N co CU C =3 0 4-a C N 10 two INC. 2421 W 205TH STREET SUITE D200 A TORRANCE CALIFORNIA 90501 —EXISTING GLAZING VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE SCALE: DATEISSUED 07.11.05 e .3 HEET NUMBER A3o 1 CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS, AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENT'S EMPLOYEES, OFFICERS, OR AGENTS ENGAGED IN THIS PROJECT. 41 :Oil r� i �c In I Q) LO 1-11 co c� UJ 0 Of la_ LCi N u� c� «o Q C 0 CL 0 0 0 r_ G� .�a 2 a i7 NOT USED SCALE: NOT TO SCALE CV THIS SECTION OF DUCT ABOVE — THE ANGLE SUPPORTS IS FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. DUCT SHALL COMPLY WITH THE REQUIREMENTS FOR EXHAUST DUCTS FOR TYPE II HOODS AND BE CONSTRUCTED FROM 18 GA MIN, THICKNESS STAINLESS STEEL OR 16 CA, MIN. THICKNESS PLAIN STEEL. THE DUCT SHALL BE WELDED FOR A LIQUID TIGHT SEAL. HORIZONTAL DUCT SHALL MAINTAIN 1 f 4" PER FOOT SLOPE BACK TOWARDS HOOD. PROVIDE GASKETED CLEAN OUTS AT EACH OFFSET TO ENABLE PRESSURE CLEANING OF DUCT SYSTEM. 0 I a 1 SCALE: NOT TO SCALE (E) TYPE I DUCT FIRE RATED SHAFT —� P.O.C. NEW TYPE II DUCT TO EXIST. TYPE I DUC IN FIRE RATED SHAFT' STAINLESS STEEL TRIM BY JOHNSON DIVERSIFIED 10" x 10" x 88" LONG 18 GA. STAINLESS STEEL EXHAUST DUCT PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. OWNER FURNISHED AND CONTRACTOR INSTALLED• iii •ir SHALL BE UL 710 LISTED WITH UL APPROVAL No. MH-18450 FOR TYPE 11 APPLICATION. iir SHALL BE CONSTRUCTED OF • GA. STAINLESSALL iHOOD AND DUCT CONNECTION WELDED FOR A LIQUID TIGHT SEAL. A FIRE SUPPRESSION SYSTEM ISNOT REQUIRED. TWi GREASE FILTERS SHALL BE REQUIRED. CONTRACTOR SHALL PROVIDE MAKE—UP AIR IN ACCORDANCE WITH SSECTION 509.9 CMC 2001. MAKE—UP AIR SHALL BE ELECTRNICALLY INTERLOCKED WITH THE EXHAUST FAN. MAKE—UP AIR SHALL AUTOMATICALLY SHUT DOWN WHEN THE SMOKE DETECTION SYSTEM SENSES THE PRESENCE OF SMOKE. OWNER FURNISHED AND CONTRACTOR INSTALLED HOLMAN MODEL MM-14 OR QT-14 ELECTRIC CONVEYOR TOASTER (SEE EQUIPEMNT SCHEDULE). TABLE (BY OTHERS), SEE EQUIPMENT SCHEDULE all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION A QUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 E 0 E co � 06 C LO 4 CU -0 o C m CV x; ; t33VJ > 2 Cn cti . CU C N t� TORRES ARCHITECTS INC. 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE DETAILS SCALE: DATE ISSUED THE INFORMATION ON THIS PLAN IS R£CiPPIENTS EMPLOYEES, OFFICERS,, OR CONSIDERED GENTS CONFIDENTIAL GIN THUS PROJECT.TE PROPRIETARY NOT USED SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5 JIRED GA. GI. .S FOR LUMN TO COATS FINISH GRADE qC PIER SCALE: 1" = l'-O" SCALE: NOT TO SCALE 4'-V LONG PRECAST CONCRETE WHEEL all STOP PARKING Tq_1 TA REA " _I I -sl I ICI I ICI I-1 I ICI I I =11 I�:I I ICI I I III-1 -III-I I I�I ICI i I� III,;,I (2) 314' DIA, METAL BARS SCALE: NOT TO SCALE i 112" RADIUS WHITE BACKGROUND BLUE FIGURE AND — LETTERS REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEELIW BEADED TEXT OR EQ. SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE OR EQUIVALENT WORDING FOR FREE STANDING SIGNS PROVIDE 2" DIA, PIPE SET IN CONCRETE PER DETAIL RESERVED FOR DISABILITIESPERSONS WITH VAN ACCESSIBLE 18" MIN 60" MIN. TO FIN. GRADE A.F.F. WHEN ON A PATH OF TRAVEL AUTOMOBILE ACCESSIBILITY SIGN EQ. EQ. 4'-0" MIN. Z <I � UC � } RAMP UP RAMP UP Q 1:12 MAX 1:12 MAX iv 5'-0" WALK (V-/nSG!il VAN ACCESS.) SHALL BE ON THE PASSENGER SIDE / _ OF ALL ACCESSIBLE STALLS SURFACE SLOPE OF , PARKING STALL AND ACCESS AISLE SHALL NOT EXCEED 1.50 (2io) IN ANY DIRECTION � @ 3" WIDE PAINTED STRIPES (TYP.) PAINTED 12" HIGH WHITE LETTERS AT ACCESSIBLE I S STALL ll! WHITE FIGURE ON @ " I L2� P IN BLUE BACKGROUND d EQ. EQ. a'-O" AT VAN ACCESSIBLE PARKING C1'-0" MIN. �' � ♦ � it � � � � � , SCALE: 1/4" = 1'-0" INTERNATIONAL SYMBOL OF ACCESSIBILITY (WHITE ON DARK BACKGROUND) INTERNATIONAL SYMBOL OF ACCESSIBILITY (DARK COLOR ON WHITE OR TRANSPARENT BACKGROUND) SCALE: NOT TO SCALE NOTE: RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING 1 UNLOADING ZONES, PARKING SAPCES OR VEHICULAR TRAFFIC LANES 12 1 CURB -GUT RAMP A. H.G. PARKING SIGN INTERNALTIONAL SYMBOL OF ACCESSIBILITY, PAINTED WHILE WITHIN 3" MIN. WIDE TRAFFIC PAINT STRIPE ON BLUE BACKGROUND FIELD TRAFFIC PAINT V-O' SQUARE WITH 3" RADIUSED CORNERS. B. HC. ENTRANCE SIGN (ON GLASS) INTERNATIONAL SYMBOL OF ACCESSIBILITY. 4" X 4" REVERSE STICK -ON, WHITE FIGURE ON BLUE BACKGROUND FIELD, C. H.C. PATH OF TRAVEL INTERNATION SYMBOL OF ACCESSIBILITY, G I" X 6" PAINTED BLUE ON PAVED BACKGROUND SURFACE. NOTE: CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 2% CROSS SLOPE IN ANY DIRECTION WALL OR OTHER OBSTRUCTION 12" WIDE GROOVED BORDER, MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP WHEN SLOPE 15 BETWEEN 5.0510 AND ro.Yoi% 3/4" AT EDGEBAND 112" MAX. LIP WITH 114" 1 112" AT RAMP BEVEL 1/4" F 112 MAX -4 f 114" (�)DETAIL (ice) DETAIL SCALE: NOT TO SCALE 0 12" WIDE GROOVES AT APPROXIMATE 314" O.G., LEVEL WITH THE TOP OF RAMP—\ RETAINING CURB WHERE NECESSARY �� 12 1 MAX. 48" MIN. m SCALE: NOT TO SCALE d ( 12", SECTION VZ G NON-SKID SURFACE, WATER WASHED AGGREGATE, TYP. RAMP SLOPE 1:12 (8.3351o) MAX. CROSS SLOPES SHALL NOT EXCEED 1:50 (250 CLEAR AND LEVEL LANDING AREA, SLOPE NOT TO EXCEED 1:E 0 (296) SLOPE IN ANY DIRECTION NON-SKID SURFACE, WATER WASHED AGGREGATE, TYP. il PROJECT NUMBER 05135 all ideas designs + plans represented by this drawing are the exclusive property of torres architects and sholl not be reproduced in port or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION A QUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 00 0 W 0 E U) 06 ICU C� LO I,*- -0 10R � _ C > T- t7 tll co CU N 2 (%i CU p 40 t�. i �"' ' CU CU' C 0 p � CU N (n 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE ACCESSIBILITY DETAILS SCALE: �. DATE ISSUED �4��EL J. 07.11.05 SHEET NUMBER A4.2 C O CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS, AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENTS EMPLOYEES, OFFICERS. OR AGENTS ENGAGED IN THIS PROJECT. PROJECT NUMBER 05135 -STEEL STUD. SEE OTHER DETAILS FOR SIZE AND GAGE.ALSO SEE GENERAL NOTES. BOTTOM TRACK USE DEEP LEG TRACK WHERE SO NOTED BY THE "DL" SYMBOL ONE #10-16 X 3/4" TEKS/2 WITH PHIL PAN HEAD EACH SIDE TYP. ONE 010-16X c3/lb" TEKS/3 WITH PHIL PAN HEAD EACH SIDE WHEN TRACK AND STUD GAGE ARE 20GA. OR GREATER. STUD AT TRACK SCALE: NOT TO SCALE \\—HEA0ER PER SCHEDULE ON —DOUBLE STUDS AT JAMBS, TYP. (BACK TO BACK) ANCHOR EACH SIDE 5 �� OF JAMB STUD TYP. Q `I NOTE: L?1 TYPICAL FASTENERS: A. STEEL STUDS TO STEEL STUDS OR TRACKS: #5 - 18 X 1/2" TEKS/2 WITH PHIL PAN HEAD FOR 25 GAGE OR 20 GAG . #10 - lv X 1�/1&" TEK5/3 WITH PHIL PAN HEAD OR INTERCONNECTION F 18 GAGE OR I& GAGE. B. GYPBOARD TO STEEL STUDS: #1 X 1 1/4" HI-LO TYPE 'IS" BUGLE HEAD SCREWS FOR 3/6" TO 5/6' GYPBOARD TO 25 GAGE OR 20 GAGE STUDS. #�o X 1 1/4" TYPE 5-12 BUGLE HEAD SCREWS FOR 3/6" TO 5/6' 5YP50ARD TO la GAGE OT Iry GAGE STUDS OR TRACKS. C. WHERE STUDS ARE APPLIED DIRECTLY TO CONCRETE PROVIDE POWER DRIVEN FASTENER AT 24" O.C.: A. FOR 20GA. STUDS USE #10-16 B: FOR 18GA. STUDS USE *12-14 C. FOR I&GA. STUDS USE #14. LSO SEE DETAILS FOR 5PECIFIC FASTENS CALL OUTS. TYP. STUD WALL ELEV. C10 SCALE: NOT TO SCALE REFLECTED CEILING a 10-0" TYP, im FRP FINISH 3 5/5 " X 15 GA. MTL. STUDS 12" O.C. WI 5/8" GREEN BOARD 2"X18 GA. MET. STRAPS W/ 3/8" LAG BOLTS/SCREWS WATER HEATER STRAPS HIGH AND LOW WATER HEATER WITH SMITTY PAN DRAWING TO MOP SINK W/ 3I"0 DRAIN 1 LAYER 3/4" PLYWOOD WITH FRP OVER. (2) 5/6" X 16 GA. JOIST. CONSTRUCT SUPPORT RACK WITH 6" X I& GA. MTL. STUDS � 12" O.G. W/ 5/6" GREEN BOARD MOP RACK CLEANING RACK FAUCET FRP ON ALL SIDES AND CEILING OF MOP SINK 24" X 24" MOP SINK ANCHOR UNPUNISHED TRACK TO FLOOR WITH POWER ACTUATED FASTENERS HILTI ER-61alo _DETAIL 9 S�N01✓`f0 E A X 308 TEK SORE BRACE -s 40" G O �A _'*4101M■ AM SCALE: NOT TO SCALE 3 5/8 x 25 GA. MTL. NOTE: SELF -TAPPING STUDS AT 48" O.C. SCREWS TO BE LOCALLY ALTERNATE DIRECTIONS APPROVED 7 ..�.., '+ %.�.:} .. °• tom,,,' °l t• a a .'74 d r�4 3-#S TE SCREW EXISTING SLAB A CORREGATED METAL DECK / s 5/6" 20 GA �L BRACE e 4'-0" O.0 ALTERNATE ON STUD. d A ' + 4 e e n 4 ` - - _ " ,, -" v - -- k w LINE OF SUBP. CLG. LI-METAL TRACK a 3 5/6" x 25 GA. MIT METAL STUDS i AT 16" O.C. (BY "CEMCO" LARR # 241fi23 5/8° TYPE "X° E.R.4g43P OR EQUAL). GYP. BD. UNPUNCHED 20 SEE NOTES BELOW FOR GA. STEEL TRACK BILL CON C NOTES: 1. SILLS TO BE ANCHORED TO CONCRETE WITH POWER DRIVEN FASTENERS AT 32" O.C. UNLESS NOTED OTHERWISE. POWDER DRIVEN FASTENERS TO BE HILTI L.A.R.R. 02582/ E.R. 6111:16 3/4" MIN. EMBEDMENT X-GN 21MX OR 32MX 2, NOT USED 3. THERE SHALL BE A MINIMUM OF 2 ANCHORS PER EACH PIECE OF SILL PLATE OR TRACK, 4, PLACE AT LEAST ONE ANCHOR AT 8" MAXIMUM FROM END OF SILL PLATE OR TRACK. 5 THICKENED SLAB NOT REQUIRED UNDER NON -BEARING PARTITIONS, IiI� I ill : 1� ♦• ��► s r' SCALE: NOT TO SCALE n ru 3,08 TEK I d FAI 11M FAI SCALE: NOT TO SCALE #10 SELF -TAPPING SCREW 4 TIGHT TURNS MIN. ' BRACING WIRE DETAIL SCALE: NOT TO SCALE 3-3/S" 24 ea STL. STUDS JOINT TRE. 5/S" TYPE GYP. BD. 2-lnil 41IM5 , " , . -1- #10 SELF -TAPPING SCROW EYE 3 TIGHT TURNS MIN. VERTICAL HANGER WIRE all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION Ll,.� QUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 FRP FINISH 3 5/5 " X 15 GA. MTL. STUDS 12" O.C. WI 5/8" GREEN BOARD 2"X18 GA. MET. STRAPS W/ 3/8" LAG BOLTS/SCREWS WATER HEATER STRAPS HIGH AND LOW WATER HEATER WITH SMITTY PAN DRAWING TO MOP SINK W/ 3I"0 DRAIN 1 LAYER 3/4" PLYWOOD WITH FRP OVER. (2) 5/6" X 16 GA. JOIST. CONSTRUCT SUPPORT RACK WITH 6" X I& GA. MTL. STUDS � 12" O.G. W/ 5/6" GREEN BOARD MOP RACK CLEANING RACK FAUCET FRP ON ALL SIDES AND CEILING OF MOP SINK 24" X 24" MOP SINK ANCHOR UNPUNISHED TRACK TO FLOOR WITH POWER ACTUATED FASTENERS HILTI ER-61alo _DETAIL 9 S�N01✓`f0 E A X 308 TEK SORE BRACE -s 40" G O �A _'*4101M■ AM SCALE: NOT TO SCALE 3 5/8 x 25 GA. MTL. NOTE: SELF -TAPPING STUDS AT 48" O.C. SCREWS TO BE LOCALLY ALTERNATE DIRECTIONS APPROVED 7 ..�.., '+ %.�.:} .. °• tom,,,' °l t• a a .'74 d r�4 3-#S TE SCREW EXISTING SLAB A CORREGATED METAL DECK / s 5/6" 20 GA �L BRACE e 4'-0" O.0 ALTERNATE ON STUD. d A ' + 4 e e n 4 ` - - _ " ,, -" v - -- k w LINE OF SUBP. CLG. LI-METAL TRACK a 3 5/6" x 25 GA. MIT METAL STUDS i AT 16" O.C. (BY "CEMCO" LARR # 241fi23 5/8° TYPE "X° E.R.4g43P OR EQUAL). GYP. BD. UNPUNCHED 20 SEE NOTES BELOW FOR GA. STEEL TRACK BILL CON C NOTES: 1. SILLS TO BE ANCHORED TO CONCRETE WITH POWER DRIVEN FASTENERS AT 32" O.C. UNLESS NOTED OTHERWISE. POWDER DRIVEN FASTENERS TO BE HILTI L.A.R.R. 02582/ E.R. 6111:16 3/4" MIN. EMBEDMENT X-GN 21MX OR 32MX 2, NOT USED 3. THERE SHALL BE A MINIMUM OF 2 ANCHORS PER EACH PIECE OF SILL PLATE OR TRACK, 4, PLACE AT LEAST ONE ANCHOR AT 8" MAXIMUM FROM END OF SILL PLATE OR TRACK. 5 THICKENED SLAB NOT REQUIRED UNDER NON -BEARING PARTITIONS, IiI� I ill : 1� ♦• ��► s r' SCALE: NOT TO SCALE n ru 3,08 TEK I d FAI 11M FAI SCALE: NOT TO SCALE #10 SELF -TAPPING SCREW 4 TIGHT TURNS MIN. ' BRACING WIRE DETAIL SCALE: NOT TO SCALE 3-3/S" 24 ea STL. STUDS JOINT TRE. 5/S" TYPE GYP. BD. 2-lnil 41IM5 , " , . -1- #10 SELF -TAPPING SCROW EYE 3 TIGHT TURNS MIN. VERTICAL HANGER WIRE all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION Ll,.� QUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 00 c� O E D 3 06 co LO 0 CIO -jJIM ,f..i r CoCM N Q Cn O pj4 C . _ _ �� �j J cc C 0 p C: TORRES ARCHITECTS SM T INC. 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE 101 an" mo_-o� SCALE: CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS, AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENT'S EMPLOYEES, OFFICERS, OR AGENTS ENGAGED IN THIS PROJECT. (E) PLYWOOD - (E) ROOF JOIST 1/41' 0 SCREW EYE W/MIN. 1-1/4" PENETRATION TYPICAL INSTALL COMPRESSION STRUT 0 12'-0" EA. DIRECTION OR EVERY 144 SQ. FT OF CEILING AREA. NO. 2 Ga. VERT, WIRE HANGER IN TUBING. LEVEL CEILING GRID PRIOR TO SETTING TUBE RIGID VERT.STRUT EXTEND TUBE TO BE TIGHT TO CLG. GRID AND STRUCT. ABOVE. THEN, INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION DRILL HOLE - AND INSTALL 1/4" BOLT AND LOCKING NUT SLOT END OF TUBE TO FIT OVER CLG. RUNNER MAIN RUNNER SCALE: N/A BRACING HANGER WIRE NOTE: USG - DONN SUSPENDED CEILING + GRID (NON -RATED) AND DONN COMPRESSION STRUTS I.C.B.O. NO. ER2244 DONN COMPRESSION POST OVERALL COMPRESSION TUBE LENGTHS (inches) POST LENGTH (INCHES) STRUT TYPE 1" ClIa. 3/4" DIA. MINIMUM MAXIMUM UNDEPOIDH OF FLOOR OR ROOF AaOVE VSA 18/30 11 11 18 30 VSA 30/48 24 30 30 48 VSA 48/84 ELECT. CONDUIT 48 40 48 84 SEE CHART VSA 84/102 12 40 84 1 102 NOTE: ALL 24"x48" CEILING LIGHT FIXTURES d 24"x24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2)TWO HANGERS a OPP. CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. NO. 12 Ga SLAY WIRE (4) IN PLANE OF EA, RUNER VERT. ANGLE APPROX. 45 Dec,. NOTE: ALL INTERIOR WALL 4 CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH UBC SECTION 4203 4 SHALL BE FLAME SPREAD CLASS III (MIN.) CROSS RUNNER 1. 12 GA. (MIN.) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING ALONG MAIN RUNNERS SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES UNLESS SPECIFICALLY APPROVED BY DSA/SSS. 2. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN V FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS AT LEAST FOR THE PERMIETER OF THE CEILING AREA. 3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMS ARE TO HAVE COUNTER -SLOPING WIRES. 4, CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2 INCH FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNER SHOULD BE FREE AND A MINIMUM OF 1/2 INCH CLEAR OF WALL. 5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL. PROVIDE INTERCONNECTION BETWEEN RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLELE RUNNER IS 12" OR LESS. THIS INTERLOCK IS NOT REQUIRED, 6. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACINS WIRES ORIENTED 40 DEGREES FROM EACH OTHER AT NOT MORE THAN 12'-0" X 12'-0" ON CENTER. 1. PROVIDE BRACING WIRES AT LOCATION NOT MORE THAN 6"0" FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. 8. NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-1/2" REQUIREMENT. BUT IN THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE. 1I. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNSRACED DUCTS, PIPES, CONDUIT, ETC. IT Iry ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL. DIAMETER TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO DSA/SSS. 10. HVAC DUCTWORK, ELECTRICAL DISTRIBUTION, TELEPHONE SERVICES, COMPUTER CABLE DISTRIBUTION, AND OTHER SERVICES NORMALLY FOUND IN A CEILING SPACE SHALL BE INDEPENDENTLY SUPPORTED AND APPROPRIATELY BRACED TO ELIMINATE ANY LATERAL FORCE ON THE CEILING MEMBRANE OR BRACING ELEMENTS. 11- WHEN DRILL -IN CONCRETE ANCHORS OR SHOT -IN ANCHORS ARE USED IN REINFORCING CONCREETE FOR HANGING WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED -IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES. 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 LBS. OF TENSION. SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT -IN OR DRILLED ANCHOR FAILS, ALL ADJACENT ANCHORS MUST BE TESTED. DRILLED -IN OR SHOT -IN ANCHOR MUST BE TESTED. DRILLED -IN OR SHOT -IN ANCHORS REQURIE SPECIAL DSA/SSS APPROVAL WHEN USED IN PRESTRESSED CONCRETE. 12. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 13. ALL RECESSED LIGHTING FIXTURES HAVING A NOMINAL END DIMENSION OR 24' OR GREATER SHALL BE POSITIVELEY ATTACHED TO THE CEILING GRID RUNNER(S) AT THE END OF THE FIXTURE WITH TWO #8 SELF TAPPING TEK SCREWS. EACH SCREW SHALL BE LOCATED WITHIN 3 OF THE SIDE OF THE FIXTURE AND ATTACHED THROUGH THE BULB OF THE CEILING GRID RUNNER(S). LIGHT FIXTURES HAVING LESS THAN A NOMINAL 24f1 END DIMENSION SHALL BE ATTACHED WITH ONE #6 SELF TAPPING TEK SCREW AT THE CENTER OF EACH END OF THE FIXTURE. ATTACHED TO THE BULB OF THE CEILING GRIS RUNNER(S). ALL ATTACHMENTS SHALL BE CAPABLE OF LATERALLY SUPPORTING THE WEIGHT OF THE FIXTURE. ALL FIXTURES REGARDLESS OF WEIGHT OR SIZE SHALL HAVE INTERLOCKING CEILING GRID RUNNER(S) ON ALL 4 SIDES OF THE FIXTURE. 14. CEILING -MOUNTED AIR TERMINALS OR SERVICES SHALL BE POSITVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS WITH THE SAME CARRYING CAPACITY AS THE MAIN RUNNER. ATTACHED TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE ABOVE AIR TERMINALS WITH A NOMINAL DIMENSION OF 2411 OR LESS SHALL BE POSITIVELY ATTACHED TO THE CEILING GRID RUNNER(S) ON AT LEAST TWO OPPOSING SIDES WITH ONE #8 SELF TAPPING TEK SCREW ON EACH SIDE, EACH SCREW SHALL BE LOCATED IN THE CENTER OF HTE AIR TERMINAL AND SHALL BE ATACHED THROUGH THE BULB OF HTE CEILING GRID RUNNER(S). AIR TERMINALS IN EXCESS OF 24" IN LENGTH SHALL BE ATTACHED WITH TWO #8 SELF TAPPING TEK SCREWS ON EACH END OF DIFFUSER ATTACHED TO THE BULB OF THE CEILING DRID RUNNER(S). ALL ATTACHMENTS SHALL BE CAPABLE OF LATERALLY SUPPORTING THE WEIGHT OF THE AIR TERMINAL. ALL AIR TERMINALS REGARDLESS OF WEIGHT OR SIZE SHALL HAVE INTERLOCKING CEILING GRID RUNNER(S) ON ALL 4 SIDES OF THE AIR TERMINAL. 15. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 LBS. MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA, SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL COMERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4'-0" X 4'-0" LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 LBS. OR MORE MUST BE INDEPENDANTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. 16. ALL FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRE EACH. 11. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. 16. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES AE 8 FEET OR LONGER. 2-SAFETY WIRES AT OPPOSITE DIAGONAL CORNERS EACH FIXTURE MIN. OR AS REQUIRED BY LOCAL AUTHORITIES AND SHALL PAINTED IN RED. 12 GA. GALV. S LAY -IN ACCOL CEILING: TILES 1 19no �.Limliiiii�� SCALE: N/A 19. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE. SPECIAL DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID. 20. CLASSIFICATION OF CEILING GRID 16 HEAVY DUTY. COMPONENTS SHALL COMPLY WITH THE FOLLOWING SCHEDULE. MAIN CROSS MANUFACTURER RUNNER RUNNES ARMSTRONG 1301 1341 (1) CHICAGO METALLIC 200 1204 0) DONN CORPORATION DX26 DX424 (3) FOOTNOTES: (1) FOR 2 X 2 GRID USE 1326 (2) FOR 2 X 2 GRID USE 1226 (3) FOR 2 X 2 GRID USE DX216 21. ANCHORS FOR WALL ANGLES: A. AT METAL STUD WALL 1-1/01 TYPE "S" BUGLE HEAD DRYWALL SCREW AT 16" O.C. B. AT MASONRY WALL: 1/4' DIA. 1-1/2" LONG TAPCON ANCHOR SCREW AT 1611 O.G. ICBO No. 3310, 22. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS. 23, PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO PARTITION SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES. 24. LIGHT FIXTURES, EXIT SIGNS AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE U.ON OR AS DIRECTED BY ARCHITECT. 25. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE VERIFY MANUFACTURER RECOMMENDATIONS. 26. ELECTRICAL CONTRACTOR TO PROVIDE ALL SWITCHES, DIMMERS, t PLATES, AS REQUIRED BY DESIGN, LOCATED 44" A.F.F. 6" FROM DOOR FRAME. U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER, AND FURNISHED WITH ONE COVER PLATE. 21. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING TYPES, CEILING FIXTURES, LIGHT SWITCHES AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS (LIGHT PLAN) FOR CIRCUITING, WIRING LAY -OUT, AND ADDITIONAL INFORMATION. 28. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING DRAWINGS, BY THE CONTRACTED ENGINEERS. 24. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICT Or - LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, ETC.. PRIOR TO INSTALLATION. 30. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ANY AND ALL OTHER APPLICABLE ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH LIGHTS AND ANY UNIQUE FIELD CONDITIONS. 31. FURNISH AND INSTALL UNDERWRITERS LABORATORY, INC. (UL) LABELED DEVICES THROUGHOUT. 32. PROVIDE AND INSTALL EMERGENCY LIGHTING PER ADA/TiTLE 24 REQUIREMENTS, 33, RETURN GRID TO TOP OF BOXES. INSTALL GRID WITH TILES FOR ENCLOSURE PANELS W/ CLIPS TO HOLD IN PLACE. CAULK BOTTOM EDGE TO FREEZER t COOLER. INSTALL SUGGESTED MANUFACTURER CLIPS. PROVIDE ADEQUATE VENTILATION PER MANUFACTURERS SUGGESTED SPECIFICATIONS. 34. VERIFY THAT THERE IS A 13'-0" A.F.F. CLEAR SPACE AT WALK- IN FREEZER IN ORDER TO INSTALL CAPSULE-PAK/COMPRESSOR. COOLER REQUIRES A 9'46" A.F.F. CLEAR SPACE TO INSTALL CAPSULE-PAK / COMPRESSOR. 35. NL REFERS TO NIGHT LIGHT. DINING AREA SHOULD HAVE AT LEAST TWO LIGHTS THAT OPERATE THROUGH THE EVENING HOURS FOR SAFETY. NO, 12 ON MAIN RUNNER WITHIN 3" 4 CORNERS 6 L ICI FIXTURE. <TURE 12 HANGER WIRES �T 46" O.C. SET OF 4#12 SPLAY dIRES (ONE SHOWN) 'ER EACH CROSS TEE PE "FAIN ACCOUSTICAL LAY- IN PANELS NOT SHOWN EXISTING ROOF STRUCTURE - WIRE HANGER AT 4'-0" O.G. EACH WAY 2'-0" X 4'-0" ACOUSTICAL TILE SEE SPECS. TYP. 2X4 RECESSED FLUORESCENT LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS SEISMIC L CLIP Io'-O" MAX. LATERAL SUPPORT /� POINT WITHIN 'o'-O" OF EACH WALL all MIN. AT ENDS 1/2" CLR. (TYP) 3/4 X 3/4 L AROUND PERIMETER FACE OF WALL OR DEMISING PARTITION MAIN RUNNER HANGER WIRE TIE WITH 3 TURNS IN 1 1/2" TYP. - CROSS RUNNER -12 GA. SAFTTY WIRE (TYP) MAIN OR CROSS RUNNER NOTE: IN EACH ROOM OR AREA, INCOMMING TEES AT ADJACENT WALLS TO BE LOCKED AND INCOMMING TEES AT REMAINING TO BE FREE. CEILING DETAIL SCALE: NIA 1. UP TO V-O" USE 1-3 5/V 25 GA. METAL STUD AT 12'-0" O.G. 2. V-0" TO 10'-V USE 2-1 5/8" 25 GA, METAL STUDS AT 12'-0" O.G. FASTENED SACK TO BACK AT EACH SIDE OF MAIN RUNNER. (TYP) 3, 10'-0" TO 15'-0" USE 2-2 1/2" 25 GA METAL STUDS. FASTEN SAME AS NOTE #2. 4. ALTERNATE: UP TO 5'-0" USE 3/4"41 EMT CONDUIT.` '� SEISMIC P05T SCHEDULE 12'-0" EACH WAY TO LATERAL SUPPORT POINT BOLT COMPRESSION STRUT AT TOP AND BOTTOM CROSS RUNNER ---' " MAIN RUNNER 2'X2' OR 2'X4' ACCOUSTICAL TILE INMETAL SUSPENSION 'IT" GRID SYSTEM. INSTALL PER UBC STD. #41-16. INSTALL FIRE RATED CLG. PER ICBO REPORT #134q ITEM C-14. - -- LATERAL SUPPORT POINT SEE DETAIL A G WHERE FIXTURE ROW FALLS BETWEEN MAIN RUNNER, USE 4'-V LG. MAIN AT 4'-0" O.C. AS GROSS TEE HVAC-AIR DIFFUSERS, WITH APPROVED CLIPS OR WIRES AS REQUIRED BY CITY STANDARDS TYP. SEISMIC POST OR EMT CONDUIT, SEE SCHEDULE I'D" FOR HORIZONTAL RESTRAINT BRACE 12 GA. WIRE SPLAYED AT 450 4-DIRECTIONS. ALL WIRES n'r'r A!-1 I=?-, -ri"i SA A IKI L_31 IAIwI== DIAGONAL RESTRAINT WIRES G' RI EASTERNER INTO WALL (TYP) RUNNER SCREWS AFTER TILE PANEL IS INSTALLED AT 12'-0" O.C. EACH WAY CEILING NOTES: 1. ALL HANGER WIRE SHALL BE #12 GALV. WIRE OR CODE -APPROVED EQUAL. 2. ALL HANGERS AND RUNNERS SHALLL BE ACCURATELY LEVELED AND BE SPACED IN ACCORDANCE WITH MANUR SPECS. 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES, 4. AT LIGHT FIXTURES PROVIDE #12 GALV. WIRE AT DIAGONAL OPPOSED AND SHALL BE PAINTED RED, 5. SEE ELECTRICAL DRAWINGS AND REFLECTED CEILING PLANS FOR LOCATIONS AND DIRECTIONS OF LIGHT FIXTURES. 7 PROJECT NUMBER 05135 all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION ,U QUIZNOS REV. 08.05.05 A BLDG. DEPT. 08.11.05 0 T" rn W O E M V >* u / 0 I T LO r L Q CIO -0 C: m ICU co 04 > <C <t L.0. ( 1 E (D CU� ^ C p C TORRESm ARCHITECTSm ,9A ANNA INCS SHEET TITLE CEILING DETAILS SCALE: DATEISSUED 07.11.05 SHEET NUMBER SCALE: N/A TYP. SUSPENDED ACOUSTICAL TILE AND T-BAR CEILING SYSTEM SCALE: N/A 1 CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS, AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENTS EMPLOYEES, OFFICERS, OR AGENTS ENGAGED IN THIS PROJECT. I----------� I 1q' DEEP W X UJ C14 SCALE: NOT TO SCALE FINISH, SEE INTERIOR ELEVATIONS AND FINISH SCHEDULES 5/8ll TYPE 'XI (5yp. 130. EACH SIDE 3 518" METAL STUDS, UNLESS NOTED OTHERIA116E SEALANT EACH SIDE H.M. FRAME DOOR PER DOOR SCHEDULE DOOR JAMB DETAIL A &"th� C10 SCALE: NOT TO SCALE I U FINISH PER FINISH SCHEDULE 5 5/8" MTL. 5TUD5 TYP. 6" STUDS AS OCCURS. %D rT?E 1XI 6yp. 5D. ON EACH 51DE 0 (7A. HOLLOYI METAL FRAME, PAINT PER TENANT MTL. CLIP FRAME 5EYOND DOOR PER SCHEDULE OL TOP OF CHAIR RAIL "f 2`-10" AFF 3/4"X5" CHAIR RAIL Al STAIN AS SCHEDULED 1/21, R. EDGES - TYP. WALL FINISH AS SCHEDULED SCALE: NOT TO SCALE SCALE: NOT TO SCALE 24" X 24" CEILING PANEL----\,,, ------------- TOP OF MENU BOARDS MENU BOARD 21.15" HIGH til TOTAL HEIGHT INCLUDING Cq HANGING SYSTEM -33.5" HIGH +T-O' BOTTOM OF MENU BOARD SCALE: NOT TO SCALE 5.0. OF CEILING EL: AS 50HEDULED CEILING AS SCHEDULED VERTICAL ATC, PROVIDE HOLD DOAN CLIPS AS REQUIRED COOLER/FREEZER MENU BOARD HANGING SYSTEM INCLUDED IN MENU PACKAGE NOTE: PROVIDE SOLID BACKING BEHIND MENU BOARD NOSE/t-IOUTI-4 ZONE 60" �1 FROM FLOOR 54" H1. FROr*1 FLOOR PROTECTIVE PANEL CONT. ON (3) 511--)E5 PANEL SUPPORT I RIF GLASS SNEEZE GUARD �N SNEEZE ARD 71"n QUIZNO'S MODULAR EQUIPMENT � T, ' T T '/ DETAIL OF SNEEZE GUARD. SCALE: 1 1/2"= 1'-0" --------------------- SCALE: 3"= 1'-0" STAINLESS STEEL CORNER GUARDS 2" X 2" TO 5'-0" AFF. SCALE: NOT TO SCALE GLASS SNEEZE GUARD STATION AREA GLASS SNEEZE GUAfRr--) OUIZNO'S MODULAR E0U1f=I`*1ENT PER SCHEDULE 255 SERIES HALF .E THRESHOLD OR SET IN SEALANT 1IC TILE PROJECT NUMBER 05135 all ideas designs + plans represented by this drawing are the exclusive property of torres architects and shall not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION AQUIZNOS REV. 08-05.05 2L BLDG. DEPT. 08.11.05 00 ao tU T M 06 C LO co —0 40— 4-4 C: > o E Co C14 > d 0) co CL 0 C C6 to C: C C: CU W < N C,3 ra C: C) C) Co W 3& TO R R E x. ARCHITECTS INC. 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE Is] SCALE: DATE ISSUED ��LJ. 07.11.05 SHEET NUMBER SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: 1/2"= 1'-0" 110 *AF 03 ME: SCALE: NOT TO SCALE CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONFIDENTIAL AND PROPRIETARY TO TORRES ARCHITECTS, AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENT'S EMPLOYEES. OFFICERS, OR AGENTS ENGAGED IN THIS PROJECT. r a w . r a 55, NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED I• WHEN ALARM SYSTEMS ARE PROVIDED, IT SHALL INCLUDE BOTH AUDIBLE AND VISIBLE ALARMS. 2. APPROVED NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED SHALL BE INSTALLED IN THE FOLLOWING AREAS: a. RE57ROOM5. b. CORRIDORS. c. MUSIC PRACTICE ROOMS. cl. BAND ROOMS. e. GYMNASIUMS. F. MULTIPURPOSE ROOMS. g. OCCUPATIONAL SHOPS. In. OCCUPIED ROOMS WHERE AMBIENT NOISE IMPAIRS OF THE FIRE ALARM. 1. LOBBIES. J. MEETING ROOMS. k ANY OTHER AREA FOR COMMON USE. 3. STROBE SIGNALING DEVICES REQUIRED FOR THE HEARING IMPAIRED SHALL BE STATE FIRE MARSHALL APPROVED AND LISTED. 4. AUDIBLE SIGNALS INTENDED FOR OPERATION IN THE PUBLIC MODE SHALL HAVE A SOUND LEVEL OF NOT LESS THAN 15d5A AT 10' OR MORE THAN IIOc15A AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. 5. AUDIBLE SIGNALS INTENDED FOR OPERATION IN THE PRIVATE MODE SHALL HAVE A SOUND LEVEL OF NOT LESS THAN 4565A AT 10' OR MORE THAN IIOc15A AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. 6. THE FLASH RATE SHALL NOT EXCEED 2 FLASHES PER SECOND NOR LESS THAN 1 FLASH EVERY SECOND THROUGHOUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE. 1. THE LIGHT SOURCE COLOR SHALL BE CLEAR OR NOMINAL WHITE AND SHALL NOT EXCEED 1000 CANDELA ( EFFECTIVE INTENSITY). 6. WALL -MOUNTED APPLIANCES SHALL HAVE THEIR BOTTOMS AT HEIGHTS ABOVE THE FINISH FLOOR OF NOT LESS THAN 80" AND NO GREATER THAN 416" CEILING -MOUNTED APPLIANCES SHALL BE INSTALLED PER TABLE 6-4.41(b). q. NOTIFICATION APPLIANCES INSTALLED IN ROOMS SHALL BE SPACED AS FOLLOWS: a. SPACING SHALL BE IN ACCORDANCE WITH FIGURE 6-4A1.1 AND TABLES 6-4.411 (a) AND (b). THE SEPARATION BETWEEN APPLIANCES SHALL NOT EXCEED LOCI. b. VISIBLE NOTIFICATION APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 6-4.41.1 (a), USING ONE OF THE FOLLOWING: 1) A SINGLE VISIBLE NOTIFICATION APPLIANCE; OR 2) TWO VISIBLE NOTIFICATION APPLIANCES LOCATED ON OFF051TE WALLS, OR 3) IN ROOMS 80' X 80' OR GREATER, WHERE THERE ARE MORE THAN TWO APPLIANCES IN ANY FIELD OF VIEW, THEY SHALL BE SPACED A MINIMUM OF 55' FROM EACH OTHER; OR 4) MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES THAT FLASH IN SYNCHRONIZATION. NOTE: WHERE A ROOM CONFIGURATION IS NOT SQUARE, THE SQUARE ROOM SIZE THAT ENTIRELY ENCOMPASSES THE ROOM OR SUBDIVIDES THE ROOM INTO MULTIPLE SQUARES SHALL BE USED, 1O.APPLiANCES INSTALLED IN SLEEPING AREAS SHALL COMPLY WITH SECTION 6-4.4.3. 11. NOTIFICATION APPLIANCES INSTALLED IN CORRIDORS SHALL BE SPACED AS FOLLOWS: a. TABLE 6-4A21 SHALL APPLY TO CORRIDORS NOT EXCEEDING 20' IN WIDTH. FOR CORRIDORS GREATER THAN 20' IN WIDTH, REFER TO FIGURE 6-4.4.3. b. VISUAL APPLIANCES SHALL BE RATED NOT LESS THAN 15 CANDELA. c. THE VISIBLE APPLIANCES SHALL BE LOCATED NO MORE THAN 15' FROM THE END OF THE CORRIDOR WITH A SEPARATION NO GREATER THAN 100' BETWEEN APPLIANCES. d. WHERE THERE IS AN INTERRUPTION OF THE CONCENTRATED VIEWING PATH, SUCH AS A FIRE DOOR, AN ELEVATION CHANGE, OR ANY OTHER OBSTRUCTION, THE AREA SHALL BE CONSIDERED AS A SEPARATE CORRIDOR TT. ALTERATIONS TO EXISTING BUILDINGS 4 FALCILITIE5 1. WHEN ALTERATION, STRUCTURAL REPAIR, OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, THOSE ALTERATIONS SHALL COMPLY WITH ALL PROVISIONS FOR NEW BUILDING STANDARDS. THESE REQUIREMENTS SHALL APPLY TO ONLY THE AREA OF SPECIFIC ALTERATION, STRUCTURAL REPAIR OR ADDITION. 2. FURTHERMORE, THE REQUIREMENTS FOR NEW BUILDINGS STANDARDS SHALL INCLUDE THE FOLLOWING AREAS: a. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR OR ADDITION, (11345.2.1) b. EXISTING SANITARY FACILITIES, DRINKING FOUNTAINS AND PUBLIC TELEPHONES SERVING THE AREA OF ALTERATION, STRUCTURAL REPAIR OR ADDITION MUST FULLY COMPLY (113452.1) 3. IF THE TOTAL COST OF ALTERATIONS, STRUCTURAL REPAIR OR ADDITIONS DOES NOT EXCEED THE THRESHOLD VALUATIONS OF a 413,000. AND THE COST OF PROVIDING ALL THE ACCESSIBLE FEATURES MENTIONED IN ITEM N 2 A50vE EXCEEDS 2011- OF TOTAL COST WITHOUT THE SE FEATURES, AN "UNREASONABLE HARDSHIP" MAY BE CREATED. IN CHOOSING WHICH ACCESSIBLE FEATURES TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS, IN THE FOLLOWING ORDER: (1134152.1) a. AN ACCESSIBLE ENTRANCE; b. AN ACCESSIBLE ROUTE OF TRAVEL TO THE ALTERED AREA; c. AT LEAST ON ACCESSIBLE RESTROOM FOR EACH SEX; UU. EMPLOYEE WORK AREAS 8 WORK STATIONS 1. EMPLOYEE WORK AREAS SHALL WAVE A MINIMUM OF 36 INCHES (q14 MM) WIDE CLEAR ACCESS, EXCEPT AS MODIFIED IN OTHER PORTIONS OF THESE REGULATIONS. SECTION 105B.32 2. EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF CBC- 2001 EDITION 3. SPECIFIC WORK STATIONS, WITH THE EXCEPTION OF WORK STATIONS IN STATE FACILITIES, CHECK STANDS, TICKET BOOTHS, AND OTHER WORK STATIONS WITH SPECIFIC REQUIREMENTS CONTAINED IN OTHER PORTIONS OF THE REGULATIONS, NEED ONLY COMPLY WITH AISLE WIDTH AND FLOORS_AN0 LEVELS, AND ENTRY-WAY6_SH4LL BE .-32" IN CLEAR W10TH.- _ _ _ - - CURB RAMP5 1. PROVIDE A CURB RAMP AT -� (1121B.51) 2. CURB RAMPS SHALL BE A MINIMUM OF 4' IN WIDTH AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE. 3. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED I VERTICAL TO 12 HORIZONTAL. 4. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES, EXCEPT THAT THE LOWER END OF EACH CRUB RAMP SHALL HAVE A 1/2" LIP BEVELED AT 45 DEGREES. 5. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE, SHALL NOT EXCEED 1.2 WITH 4' OF THE TOP AND BOTTOM OF THE CURB RAMP, THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 10 HORIZONTAL. 6. A LEVEL LANDING 4" DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL. 1. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. 6. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12" 141DE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3/4" ON CENTER ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF THE CURB AND THE STREET SHALL A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. q. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED CARS. 1O.A CURB RAMP SHALL WAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH AND DEPTH OF THE CURB RAMP INSIDE THE GROOVED BORDER WHEN THE RAMP SLOPE IS LESS THAN 1 VERTICAL TO 15 HORIZONTAL. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL O:q" AT THE BASED TAPERING TO 0.45'" AT THE TOP, A HEIGHT OF NOMINAL 02", AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35". FLOORS 4 LEVELS NOTE: LEVEL AREA 15 DEFINED AS "A SPECIFIED SURFACE THAT DOES NOT WAVE A SLOPE IN ANY DIRECTION EXCEEDING 1/4" IN ONE FOOT FROM THE HORIZONTAL (2.083 % GRADIENT)'. 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGERS ELEVATORS, OR SPECIAL ACCESS LIFTS. 2. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLEROOMS AN SPACES, f I R DINCLUDING FLOORS,WALKS RAMPS STAIRS, AND CURB RAMPS, SHALL E STABLE, FIRM, AD SLIP -RESISTANT. 3. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. 4. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN I VERTICAL TO 2 HORIZONTAL. Z. HAZARDS 4 PROTRUDING OBJECTS 1. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 2. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE. 3. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. 4. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 21" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. 5. FREESTANDING OBJECTS MOUNTED ON POETS OR PYLONS MAY OVERHANG 12" MAX. FROM 21" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. 6. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. 1. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF SO" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. AA, SPACE ALLOWANCE 4 REACH RANGES L THE MINIMUM CLEAR WIDTH REQUIRED FOR A WHEELCHAIR TO TURN AROUND AN OBSTRUCTION SHALL BE 36" WHERE THE OBSTRUCTION IS 48" OR MORE 2. IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 461. THE MINIMUM LOW FORWARD REACH IS 15". IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 31-5C(b), SEC 3105A(h)4D. 3. IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON ON A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE 54" AND THE LOW SIDE REACH SHALL BE NO LESS THAN q" ABOVE THE FLOOR. AS SHOWN IF FIGURES 31-5D(8) 4 (b). IF THE SIDE REACH IS OVER AND OBSTRUCTION, THE REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 31-50(c). SEC. 3105A(h) 40. 4, THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 18C DEGREE TURN IS A CLEAR SPACE OF 60" DIAMETER OR A. T-SHAPED SPACE. SEC111653 I31O5A(h)3S/ Flg. 31-12(a)4(b). CC. FIXED OR BUILT -IN -SEATING, TABLES, 4 COUNTERS 1. WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE PROVIDED FOR MUST BE ACCESSIIN BLE AS REQEMPLOYEE IRED 1N SECTION 1122BBUT NEVER LESS THAN 1 2, THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR GROUND. 3, IF SEATING FOR PERSONS IN WHEELCHAIRS 15 PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 21" HIGH, 3O" WIDE AND Ig" DEEP SHALL BE PROVIDED. 4. IF SEATING SPACES FOR PEOPLE IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE COMPLYING WITH SECTION 1118B.4 SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN lq'. 5. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION SUCH AS (BUT NOT LIMITED TO) A BANK COUNTER WITH MULTIPLE TELLER AT LEAST 5% BUT NEVER LESS THAN 1 OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36" LONG AND NO MORE THAN 28" TO 34" HIGH. DD. SIGNAGE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS USED TO IDENTIFY ACCESSIBLE ENTRANCES TO FACILITIES. THE SYMBOL CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE IS EQUAL TO COLOR 150410 IN FEDERAL STANDARDS 5415a. 1. CWHEN PERMIR ANENT IDENTIFICATION NI 15 5 ROVVIDLEgD FAIR ROOMS pAND SPACES RAISED VIEWiN 5TANCE ROM WI-IICH TH Y AR O B RFAD. T =MINI M 1-IEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 3105(k), THE MINIMUM CHARACTER HEIGHT SHALL BE 3". SEC 3105A(e)5. 2. LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE. IN CONFORMANCE WITH SECTION 3105A(e)34 1. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE'. OF THE DOOR. WHERE THERE 15 NO WAL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOOR5, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A MRSON MAY APPROACH WITHIN 3" OF SfGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR W STANDING WITHIN THE SWING OF A DOOR. D W 3. CHARACTER WIDTH -TO -HEIGHT RATIO IS BETWEEN 35 AND ld. STROKE WIDTH -TO - HEIGHT RATIO BETWEEN 15 AND 1:10. 4.CHARACTERS AND SYMBOLS SHALL BE OF CONTRASTING COLOR TO THEIR BACK- GROUND, 5, WHEN RAISED CHARACTERS OR SYMBOLS ARE USED THEY SHALL CONFORM TO THE FOLLOWING: a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED 5Y GRADE 2 BRAILLE. b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/V HIGH. c. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. 6-CONTRACTED GRADE 2 BRAILEE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS DOTS SHALL BE RAISED A MINIMUM OF 1140" ABOVE THE BACKGROUND. 11. DINING, BANQUET AND BAR FACILITIES 1. EACH AREA WHERE A DIFFERENT TYPE OF FUNCTIONAL ACTIVITY OCCURS SHALL BE I ACC SSIBLE TO PERSONS WITH DISABILITIES. SEC 11045.5.3 1 2. PROVIDE SEATS/SPACES FOR PEOPLE USING WHEELCHAIRS (AT LEAST ONE FOR EACH 20 SEATS, WITH AT LEAST ONE PER FUNCTIONAL AREA) INTEGRATED WITH GENERAL SEATING TO AVOID HAVING ONE AREA SPECFICALLY HIGHLIGHTED AS THE AREA FOR PERSONS WITH DISABILITIES. SEC 1104M.5.4 3. ACCESS TO DISABLED SEATING SHALL BE PROVIDED WITH MAIN AISLES NOT LESS THAN 36" IN CLEAR WIDTH. SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS SEC 11048.5.4 4. FOOD SERVICE AISLES SHALL BE A MINIMUM OF 36" IN CLEAR WIDTH WITH A PREFERRED WIDTH OF 42" WHERE PASSAGE OF STOPPED WHEECLCHAIRS BY PEDESTRIANS 15 DESIRED. TRAY SLIDES SHALL BE MOUNTED NO HIGHER THAN 34" ABOVE THE FLOOR IF SELF-SERVICE SHELVES ARE PROVIDED, A REASONABLE PORTION MUST BE WITHIN 34" OF THE FLOOR SEC 11048,5S. FIG 115-16 5. TABLEWARE, DISH WARE, CONDIMENTS AND FOOD AND BEVERAGE DISPLAY AND DISPENSING DEVICES, WHEN LOCATED ON TABLES OR COUNTER TOPS, SHALL BE PLACED 26" TO 34" ABOVE THE ADJACENT FLOOR. THESE ITEMS, WHEN LOCATED ON SHELVES, SHALL BE PLACED NO HIGHER THAN 54" ABOVE THE ADJACENT FLOOR, WHERE NOT REQUIRED TO REACH OVER AN OBSTRUCTION, AND NO HIGHER THAN 46" ABOVE THE ADJACENT FLOOR WHEN REQUIRED TO REACH OVER AN OBSTRUCTION. AN OBSTRUCTION !,IHICH A DISABLED PERSON 15 REQUIRED TO REACH OVER SHALL BE NO HIGHER THAN 34" A50VE THE ADJACENT FLOOR WITH A HORIZONTAL REACH OVER T14E OBSTRUCTION OF NO MORE THAN 24" SEC 11045B.8 6. ACCESS TO FOOD PREPARATION AREAS SHALL COMPLY WITH THE PROVISIONS FOR ENTRANCE DOORS AND DOORWAYS, SECTION 1004, AND AISLES, SECTIONS 1004.3.21 4 1004.3.2.2. SEC 11045,5.8 M. CORRIDORS AND AISLES I. CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACCORDING TO pJkr 5 D N C = 5 Q. CORRIDORS SHALL NOT BE INTERRUPTED BY INTERVENING ROOMS. CBC 1004 N 1. PROVIDE A CONTRASTING COLORED 1/4" T14ICK 12" EQUILATERAL TRIANGLE WITH THE VERTEX POINTING UPWARD, ON ME'.N'S REST ROOM DOORS. DOORS TO WOMAN'S REST ROOMS REQUIRE A 1/4" THICK CONTRASTING COLORED 12" DIAMETER CIRCLE. CENTER OF SYMBOL 60" A.F.F. +/- 6" ON THE DOOR ALSO PROVIDE SIGNAGE WITH RAISED LETTERING AND BRAILLE SYMBOLS (RAISED 1/32") BETWEEN 5/0' - 2" HIGH. LOCATED ON THE WALL ADJACENT TO THE STRIKE EDGE OF THE DOOR ABOUT 60" A.F.F. THAT IDENTIFIES THE RESTROOM. 2. SANITARY FACILITIES THAT SERVE BUILDINGS, FACILITIES OR PORTIONS OF BUILDINGS OR FACILITIES THAT ARE REQUIRED TO BE ACCESSIBLE BY THESE STANDARDS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 111551 3. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK. 12" IN DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER P. SINGLE ACCOMMODATION SANITARY FACILITIES THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A MINIMUM 26' WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32" WIDE CLEAR SPACE FROM A WALL AT ONE SIDE. THE OTHER SIDE SHALL PROVIDE 18" FROM THE CENTERLINE OF THE WATER CLOSET TO THE WALL A MINIMUM 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. R. SANITARY FACILITY FIXTURES 4 ACCESSORIES. 1. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS AND FAUCET AND OPERATING MECHANISM CONTROLS SHALL BE NO GREATER THAN 5 Ibf. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. 2, HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR I. OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 3. GRAB BARS, TUB AND SHOWER SEATS FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LB_ PER LINE,QR FT. LOAD. 4. GRAB BARS AND ADJACENT WALL SURFACES TO BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND HAVE A MINIMUM RADIUS OF 1/8". �,, TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT 2 C 5U P T N C E C T C A C E R TO HE WAL S T APPROVED M TER AL WHICH EXTE DS UPWARD O 5". WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 24" OF THE FRONT AND SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT IN SSUUCN WALLLI SHALL BE A TYPE WHICH IS NOT ADVERSELS, THE Y MATERIALS MOiSTUR 1, WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN THE FRONT AND SIDES OF THE URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48" AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. 8. SELF -CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. g. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 2q" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30' IN WIDTH AND V MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF q" HIGH FROM THE FLOOR AND MINIMUM OF 11" DEEP FROM THE FRONT OF THE LAVATORY. 10. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. 11, TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEAT AND NO LOWER THAN Iq" FROM THE FLOOR DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOS PAPER FLOW SHALL NOT BE USED. S. GRAB BARS 1. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: a. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-1-5 POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. b. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY APPLICATION OF A 250-1-5 POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT 15 CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. c. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250-1-15 POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICH EVER HAS THE SMALLER ALLOWABLE LOAD, 6. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-1-5 POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-L5 POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. e. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL AND WITH THE BACK END POSITIONED NO MORE THAN 12" FROM THE REAR WALL, GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36" LONG. 3, GRAB BARS SHALL BE SECURELY ATTACHED 33" ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE A TANK -TYPE TOILET 15 USED WHICH OBSTRUCTS PLACEMENT AT 33", THE GRAB BAR MAY BE AS HIGH AS 36". 4. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2" NOMINAL OR THE SPACE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2". 0115882, FIG. 11B-1C) Y. CONTROLS 8 OPERATING MECHANISMS 4 ELECTRICAL 1, CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE BY SECTION 101.111 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 11115.E (11115.'oD 2. CLEAR FLOOR SPACE COMPLYING ITH SECTION 11165.4 THAT ALLOWS A FORW ARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAI R SHALL BE PROVIDED AT CONTROLS. DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. (11115.6.2) 3. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND WITHIN 54" BUT NOT LOWER THAN q" IF SIDE APPROACHED. 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ON WAN AN SHALL NOT REQUIRE TIGHT GRASPING, PUNCHING, O W E D D LL RE RE GR P PU G, R TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. 5. LEVER OPERATED, PUSH TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 6. FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE FAUCET CONTROLS SHALL BE NO GREATER THAN 5 PLF. LEVER OPERATED, PUSW-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS, 1, THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND WITHIN 54" BUT NOT LOWER THAN q" IF SIDE APPROACHED WITH THE FOLLOWING EXCEPTIONS: a. ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE R MOUNTED NO LESS THAN 15" ABOVE THE FLOOR. b. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL BE NOT MORE THAN 46' ABOVE THE FLOOR OR WORKING PLATFORM. 11S5, SPACE ALLOWANCE AND REACH RANGES, FOR PERSONS WITH DISABILITIES. c. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. 6. THE CENTER OF JUNCTION BOX FOR ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLE OUTLETS SHALL BE INSTALLED AT AN ASSESS15LE LOCATION MEETING THE CLEARANCES AND REACH RANGE REQURRMENTS OF SECTION 1118E AND NOT LESS THAN 15 INCHES ABOVE THE FLOOR OR WORKING PLATFORM 8. THE INSTALLATION OF THE FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. H. ENTRANCE 4 EXITS 1. ALL ENTRANCE AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDING AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. 2. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. SEE SHT A14 DETA 3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT 4, HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44' ABOVE THE FLOOR 5. MANUALLY OPERATED EDGE OR SURFACE -MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE -MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION, 6. LATCHING AND LOCKING DOORS THAT ARE ACTIVATED AND WHIC H ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRE55 DIRECTION. 1. EVERY DOORWAY WHICH 15 LOCATED WITHIN AN ACCE5515LE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-V 1N HEIGHT, WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING 50 THAT THE CLEAR WIDTH OF THE EXIT 15 NOT LESS THAN 32", MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. 8, MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIG, 115-26, THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR g. THERE 544ALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST60" AND THE LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. 10.THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL T THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND A MINIMUM OF 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. 11. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO 12, BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LB., FOR BOTH EXTERIOR DOORS AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQ'D, THE MAX. EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAX, ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LB.. 13. WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE DOOR POSITIONED AT AN ANGLE OF gC DEGREES FROM ITS CLOSED POSITION. 14. FOR HINGED DOORS THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF q0 DEGREES FROM ITS CLOSED POSITION. 15. BARS, GRILLES, GRATES OR SIMILAR DEVICES PLACED OVER EXIT DOORS, SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, TOOL OR ANY SPECIAL KNOWLEDGE OR EFFORT. SUCH BARS, GRILLES, GRATES OR SIMILAR DEVICES SHALL BE EQUIPPED WITH AN APPROVED RELEASE DEVICE FOR USE BY THE FIRE DEPARTMENT ONLY ON THE EXTERIOR SIDE FOR THE PURPOSE OF FIRE DEPARTMENT EMERGENCY ACCESS, WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 16. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. 11. PROVIDE A 32" MINIMUM CLEAR OPENING AND HAVE COMPLYING AUTOMATIC, LEVER OR PU5H/PULL TYPE HARDWARE. 16. A 60" CLEAR LEVEL LANDING (2% MAXIMUM SLOPE) IN DIRECTION OF DOOR SWING OR 48" WHEN THERE 15 BOTH A DOOR CLOSURE AND A LATCH. 101. PROVIDE DISABLED SIGNAGE AT MAIN ENTRANCE DOOR AND ADJACENT TO DOORS AT BATHROOMS 20-WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF 10 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR. L. EXTERIOR OR INTERIOR 2 L THE MAXIMUM SLOPE OF A RAMP THAT SERVES AN EXIT WAY PROVIDE ACCESS FOR PERSONS WITH DISABLITiES, WE PATH OF TRAVEL SHALL BE 1' RISE IN 12' OF HORIZONTAL RUN. 2. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. 3. THE WIDTH OF RAMPS SHALL BE REQUIRED FOR STAIRWAYS AND EXITS. 4. WHERE THE RAMP IS THE ONLY EXIT DISCHARGE PATH SERVING ENTRANCES TO BUILDINGS OR WHEN IT SERVES AN OCCUPANT LOAD OF 300 OR MORE, THE WIDTH OF SUCH RAMP SHALL HAVE A MINIMUM WIDTH OF 60" 5. ALL OTHER PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES SHALL BE A MINIMUM WIDTH OF 48". 6. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP. 1. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES. 6. TOP LANDINGS SHALL BE NOT LESS THAN 60" WIDE AND SHALL HAVE A LENGTH OF NOT LESS THAN 60" IN THE DIRECTION OF RAMP RUN. q. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSIONS OF THE RAMP LANDING TO LESS 42" AND SHALL NOT REDUCE THE REQUIRED WIDTH OF NOT LESS THAN 60" IN THE DIRECTION OF RAMP RUN. IO.THE WIDTH OF THE LANDING SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY DOOR OR GATE FOR EXTERIOR RAMPS AND 18" PAST THE STRIKE EDGE FOR INTERIOR RAMPS. 11, ALL RAMP LANDINGS SHALL BE LEVEL WITH MINIMUM SLOPE IN ANY DIRECTION NOT TO EXCEED 2 % SLOPE. 12, AT BOTTOM AND INTERMEDIATE LANDINGS, THE WIDTH SHALL BE AT LEAST THE SAME REQUIRED FOR THE RAMP. 13. INTERMEDIATE LANDING AT A CHANGE OF DIRECTION IN EXCESS 30 DEGREES AND BOTTOM LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 12" TO ACCOMMODATE THE HANDRAIL EXTENSION. 14. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 60". 15. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF THE RAMP SLOPE EXCEEDS V RISE IN 20' OF HORIZONTAL RUN, EXCEPT THAT AT EXTERIOR DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMPS LESS THAN 6" RISE OR 12" IN LENGTH. 16. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP, SHALL BE AA50VEEUTHE RAMP SURFACE, SHALL"EX' END A MINIMUUM OF 1' 5E OUND THE TOP AND BOTTOM OF THE RAMP, AND THE ENDS SHALL BE RETURNED. 11. THE GRIP PORTION OF THE HANDRAILS SHALL BE NOT LESS THAN 1-1 1/4" NOR MORE THAN 1-1 1/2" NOMINAL DIAMETER, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, AND ALL SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 16. HANDRAIL PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2" BETWEEN THE WALL AND THE HANDRAIL. 1q. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS 15 A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. 2O.ANY WALL OR OTHER SURFACE ADJACENT TO WANDRAILS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS, EDGES SHALL HAVE A MINIMUM OF RADIUS OF 1/8". 21. WHERE THE RAMP SURFACE IS NOT BOUNDED BY A WALL OR FENCE AND RAMP EXCEEDS 10' IN LENGTH, THE RAMP SHALL APPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: a, A GUIDE CURB A MINIMUM OF 2" HEIGHT SHALL BE PROVIDED AT EACH SIDE OF THE RAMP; OR b. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED 3"+V ABOVE THE SURFACE OF THE RAMP, 22. WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE RAMP RUN WOULD CREATE A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE MADE EITHER ROUNDED OR RETURNED SMOOTHLY TO FLOOR, WALL OR POST HANDRAIL MAY BE TURNED W DEGREES TO THE RUN OF THE RAMP. 23. RAMPS MORE THAN 30" ABOVE THE ADJACENT GROUND SHALL BE PROVIDED WITH GUARDRAILS AS REQUIRED BY SECTION 11335B,'l AND 1003.3.4.6. SUCH GUARDRAIL SHALL BE CONTINUOUS FROM THE TOP OF THE RAMP TO THE BOTTOM OF THE RAMP. A. SITE DEVELOPMENT 8 ACCESS15LE ROUTE OF TRAVEL I. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATH OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. 2. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS, TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. 3. THE ACCESSI5LE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FACILITIES, AND THE ACCESSIBLE ENTRANCE TO THE SITE. 112151 4. MOUNTING HEIGHT SHALL BE 6O" A.F.F. TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN I3 OF SIGNTWIN TAG SWING WITHOUT N OUNDOOT RING PROTRUDING OBJECTS OR STAND5. 3" MINIMUM WIGH LETTERING ON SIGNS TO BE READ AT A DISTANCE OR POSTED ABOVE THE FLOOR, 6. ACCOMPANIED Y TH IVA V AL I T AM HA BEQUIVALENT VERBAL PICTOGRAMS OGR 5 SHALL E B E E E DESCRIPTION PLACED DIRECTLY BELOW IT. THE BORDER DIMENSION SHALL BE A MINIMUM OF 6" IN HEIGHT. 1. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SWALL CONFORM SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITW 2/10'SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. S. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: SEC. 1111BSA:, . a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. SEC. 1111 8.5.E . b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/6" HIGH. SEC. 1111 8.5.61 . c, PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PfCTOGRAM. THE BORDER DIMENSION SHALL BE A MINIMUM OF 6" IN HEIGHT. SEC. 1111 5.5.62 . q. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10' SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND, 10. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQ'D, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 11, WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 1111 B.5.6 4 1111 155.6.3 SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 6C" ABOVE THE FINISHED FLOOR TO 12. WHEN MORE THAN ONE FACILITY 16 LOCATED ON A SITE, ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. 13. WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING TO ACCESSIBLE BUILDING ENTRANCES, AND BETWEEN THE BUILDING AND THE PUBLIC WAY. 14. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE, 15. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ONE OF THE FOLLOWING: a. ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES THAT ARE ON THE SAME SITE, b. ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS AND WITH ALL ACCESSIBLE DWELLING UNITS WITHIN THE BUILDING OR FACILITY. 5. WALKS B SIDEWALKS 1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE A MINIMUM OF 48" IN WIDTH. 2. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1.2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. 4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1001 AS A PEDESTRIAN RAMP. 5. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT EXCEPT WHEN THE ENFORCING AGENT FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE CAN BE INCREASED TO A MAXIMUM OF 1/2" PER FOOT FOR DISTANCES NOT TO EXCEED 20', 6. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60'" BY 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 46" WIDE BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK 1. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. 8. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'. q. WALK AND SIDEWALK SURFACES SHALL BE SLIP -RESISTANT AS FOLLOWS: A. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS SLIP -RESISTANT AS THAT DESCRIBED AS A MEDIUM SALT FINISH, 5. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE SLIP -RESISTANT. 10. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2" WIDE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION 15 PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. C. ACCESSIBLE PARKING 1. WHEN MORE THAN ONE ACCESSIBLE PARKING SPACE 15 PROVIDED, IN LIEU OF PROVIDING A 14' W1DE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A 23' WIDE AREA LINED TO PROVIDE A g' PARKING AREA ON EACH SIDE OF A 5' LOADING AND UNLOADING ACCESS AISLE IN THE CENTER. 2. THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 16'. 3• ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE (AS NEAR AS PRACTICAL TO AN ACCESSIBLE ENTRANCE). (112g8 4 112GI5.4) 4. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN ACCESS AI5LE 116" WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE. ALL SUCH SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING STRUCTURE. 5. SURFACES SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED I UNIT TO 50 UNITS HORIZONTAL IN ANY DIRECTION. (c. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WITH OF WALKWAYS. I. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. 8. EACH PARKING SPACE RESERVED FOR PERSON WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 10 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF SO" FROM THE BOTTOM THE SIGN TO THE PARKING SPACE FINISH GRADE. OF E E P RK P E FINISHED RA q. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK 10. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING " VAN - ACCESSIBLE " MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. 11. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: a. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WI TH OCCUPANT b.MY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE 15 PROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE. 12. PROVIDE _____ DISABLED PARKING SPACES AS REQUIERED BY TABLE 115-1 FOR_ - PARKING LOT/STRUCTURE. (112415.1) 13. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE ENTRANCE ( AS NEAR AS PRACTICAL TO AN ACCESSIBLE ENTRANCE). 14. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FRO EACH STALL OR SPACE, THE SIGN SHALL BE NOT LESS THAN 11" BY 22" IN SIZE WITH LETTERING NOT LESS THAN III IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: (112g5.5) "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED a AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE SANTA ANA POLICE DEPARTMENT AT (114) 245-8665. CVC 226584:' 15. "NO PARKING SIGN" IN 12" LETTERS 16 REQUIRED TO BE ON THE GROUND IN EACH DISABLED PARKING SPACE AISLE. CBC SECTION 1121:15.4 #14 #2 16. ALL ENTRANCES TO AND EXISTS FROM A BUILDING AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" TO ANY BEAM, CEILING, PIPE ETC., WHERE REQUIRED FOR ACCESSIBILITY TO ACCESSIBLE PARKING SPACES. 11, CURB RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE, WITH THE EXCEPTION OF A TRANSITION RAMP FROM A LOADING/UNLOADING AREA TO AN ADJACENT WALK/SIDEWALK. THE TRANSITION RAMP SHALL BE A MINIMUM OF 48" IN WIDTH TH IT A MAXIMUM SLOPE OF 1:2 AND WITH FLARED A MAXIMUM OF 60 IN LEND WITH L PE SIDE SLOPES OF I VERTICAL TO 10 HORIZONTAL MAXIMUM. 18, PEDESTRAIN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED FORM EACH ACCESSIBLE PARKING SPACE TO RELATED FACILITIES INCLUDING CURB CUTS OR RAMPS AS NEEDED. ,-,/-'Ne--\"-,\,--\,---,,---,,,--N"������,--,A NOTES: ALL REQUIREMENTS TO BE IN COMPLIANCE WITH THE 2001 CALIFORNIA BUILDING STANDARDS CODE WITW LOCAL AMENDMENTS 'A , all ideas designs + plans represented by this drawing are the exclusive property of torres architects and sholl not be reproduced in part or whole without the prior written permission of torres architects, any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. REVISION A QUIZNCIS REV. 08.05.05 0 BLDG. DEPT. 08.11.05 Ve rt_ti_.. w 0 1. 0 E CVm 0 >* (n 06 f" %%O C LO s: Q � r -a -IF.-r C }4 C > T- m Q %%O cU 04 > C: 0) Q © IL (n O CU U C:c , E ca' W C C .N Q � CU 3: C :3 I 0 C:) CU N :,yp, " ', N 'I, TORRE -,j or .¢ �sI ARCHITECT NI T 'tl3 S.any INC. 2421 W 205TH STREET SUITED 00 TORRANCE CALIFORNIA 90 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE r It so0 0 g,, -j .. Y V$ T y d � �.",''1 A 1 \ ;i 1: U k-; LEE SCALE: DATE ISSUED 07.11.05 SHEET NUMBER CONFIDENTIAL THE INFORMATION ON THIS PLAN IS CONSIDERED CONnOENTIAL AND PROPRIETARY TO TORRES ARCHITECTS. AND IS NOT TO BE DISCLOSED TO OTHER THAN THE RECIPIENT'S EMPLOYEES, OFnCERS, OR AGENTS ENGAGED IN THIS PROJECT. EQUIPMENT SCHEDULE o MARK QTY DESCRIPTION MANUFACTURER MODEL NO WATER CAS ELECTRICAL FURN BY INSTALL BY REQUIRED APPROVALS REMARKS C H DR V PH A HP 1A 2 ORDER TERMINAL 120 1 20 OWNER OWNER IB - COIN DISPENSER- OPTIONAL TELEQUIP TRANSACT 2+ 120 1 OWNER OWNER IC 2 GASH TRAY DRAWER OWNER OWNER SEE INTERIOR ELEVATIONS FOR PLACEMENT OID I TELEPHONE OWNER OWNER SERVICE COUNTER, MANAGERS DESK IE I FAX MACHINE 120 1 OWNER OWNER SEE INTERIOR ELEVATIONS FOR PLACEMENT 16 2 RECEIPT PRINTER 120 1 OWNER OWNER 5EE A1.2 FOR ADDITIONAL P05 NOTE5 2 4 50UP STATION INDUCTION SPRING 5R-115iB-1 (4) 1I0 12.5 OWNER 6C 3 1 5ANDAICH TABLE (46") TRUE TSSU-60-16 115 1 11 1/2 OWNER GC PROVIDED H/ EXTENDED CUTTING BOARD (SELF CONTAINED 4 1 5ANDAICH TABLE (72") TRUE TSW-72-16 115 1 11 1/3 OWNER 60 PROVIDED A/ EXTENDED CUTTING BOARD (SELF CONTAINED 5 1 DELI CASE FEDERAL INDUSTRIES 115 1 20 OWNER 6C OUIZNO'5 CUSTOM D15PLAY A/AHEEL5 6 1 SINGLE FLAVOR DRINK DISPENSER CORNELIUS EJI 115 1 5 OWNER 60 7 1 AALK IN COOLER KOLPAK5'-IO"x7'-4T"x7'-6 1/2" H 5/4" ID 115 1 1/2 OWNER 6G LARR 24606 VERIFY OVERHEAD CLEARANCE 6 I AALK IN FREEZER KOLPAK7'-4T" x 7'-q" x q'45"H 3/4" ID 206 I I OWNER 60 VERIFY OVERHEAD CLEARANCE q I CONVEYOR TOASTER HOLMAN 0T14 206 1 57.5 OWNER GC SEE NOTE 3 10 1 MICROAAVE OVEN AMANA R0510D 120 1 15.0 OWNER 6C ON LOWER SHELF OF 3q, PROVIDE V CORD 11 2 COOKER/AARMER APW AYOTT A-3V 120 1 10 OWNER GC LOCATE ON 31 AND 42 12 1 VENTLE55 HOOD AELL5 MANUFACTURING CO. MODEL-AV51N 1 206 1 116 OWNER 6C SUPPLIED W/ 5EPARATE 6"x6" 55 DUCT 13 1 SLICER HOBART 21`112 120 1 6.2 1/2 OWNER GO 14 1 002 TANK OWNER GC 15 1 ICE MAKER MANITOAOG QY-0454A 1/2" 1/2" ID 115 1 12.6 OWNER 60 LOCATED ON 15, 10 TO FLOOR SINK I6 I DRINK DISPENSER REMCOR D52755-BC 1/2" 11,10 115 1 4 OWNER 6C FURNISHED BY COCA -COLA, ID TO FLOOR SINK 17 1 COFFEE/TEA BREAER FETCO TBS-21A 5/6'. 120 1 16 OWNER GC 16 1 BA6-IN-BOX/PUMPS PROFIT MASTER 4 1/21" 115 1 7 1 OWNER GC FURNISHED BY PEPSI (32"W X 54"H) ICI I HAND SINK ADVANCE TABOO 7-P5-60 1/2" 1 1/2" 1 1/2" OWNER 60 51LICONE SEALANT AT HALL 20 1 3 COMPARTMENT SINK W/ 24" DB EA&LE/METAL MASTERS 314-I6-3-24 1/2" 1/2" 2" DD OWNER 6C SEE NOTE 2. , SILICONE SEALANT AT WALL 21 1 VEGETABLE SINK EA6LE/METAL MASTERS 314-16-1-24L, LH DB 1/2" 1/2, 2" ID OWNER 60 NOTE 5, SILICONE SEALANT AT HALL, ID TO FLOOR SINK 22 1 SERVICE SINK JONESPEC MB-2600-24 1/2" I/V 3" DD 60 GC PROVIDE BUCKET HOLDER 23 1 RACK RAIL (FOR TOASTER) PRECISION INDUSTRIES INC. RACK RAIL OWNER 60 SUPPLIED BY NR5 24 2 TEA DISPENSER FETCO TCTD-555 OWNER GC 25 2 COFFEE DISPENSERS FETCO OWNER GC 26 1 Q VENT COVER OWNER GG DECORATIVE EXHAUST DUCT WRAP 27 3 CUP DISPENSERS 5AN JAMAR C24100 OWNER 6C MATCH ANGLE OF ADJACENT CASEWORK 25 1 VEGETABLE SLICER NEMCO N55200AN OWNER 6C 60 TO MOUNT ON LEFT SIDE OF DRAIN BOARD 2q I CAN OPENER EDLUND NO 2 OWNER GO 6C TO MOUNT ON RIGHT 51DE OF TABLE SHORN 30 1 KNIFE RACK EDLUND KR-qq OWNER 66 AALL MOUNTED ABOVE WORK TABLE 31 1 GLOVE DISPENSER TRIPLE55 BOA6BI OWNER GG WALL MOUNTED 60" AFF TO CENTERLINE 32 1 BAG MANIFOLD OWNER OWNER 33 1 BOTTLE RACK OWNER 60 34 1 PEPPER BAR CONTAINERS TOTAL IMAGE SPECIALISTS OWNER 6C 35 1 BREAD RACK LOCKA000 RR57-II OWNER 6C RACK AITH GRAPHICS AND BREAD BOXES 36 i DUNNAGE RACK METRO HP2230PD OWNER 60 37 2 DUNNAGE RACK METRO HP226OPD OWNER 6G 36 1 5/5 AORK TABLE - 56" X 50" EA6LE/METAL MASTERS OWNER 66 301 1 TABLE- CONVEYOR TOASTER INTERFAB OWNER 6C CUSTOM MADE 40 1 5/5 HORK TABLE - 46" x 50" EA6LE/METAL MASTERS OWNER 66 41 0 5/5 WORK TABLE - 60" x 50" EAGLE/METAL MASTERS OWNER 6C 42 1 5/5 CART A/ CASTERS (HARMER) VOLLRATH OWNER 6C 43 1 STORAGE SHELF - 24" X 24" EA&LE/METAL MASTERS OWNER 6C CHROME FIN15H, 2 TIER SHELVING, 27" POLES 44 7 STORAGE SHELF - 56" X 15" EA6LE/METAL MASTERS OWNER 6C CHROME FINISH, 6 TIER SHELVING, 66" POLES 45 5 5TORA6E SHELF - 45" X IV' EA6LE/METAL MASTERS OWNER 6C CHROME FIN15H , 6 TIER SHELVING, 66" POLES 46 2 STORAGE SHELF 24" X 24" METRO 2424Z OWNER 6G ZINC FINISH, 4 TIER, 74" POLE5-FRZ, 63" POLES- COOLER 47 2 5HLF.-FREEZER - 60" X 15" METRO 1660Z OWNER 60 ZINC FINISH, 4 TIER, 74" POLE5-FRZ, 65" POLES- COOLER 46 I SHELF - WALL HUNG 46" X 15" EA6LE/METAL MASTERS OWNER 6C TOP OF SHELF 741" AFF 411 4 SHELF - AALL HUNG 46" X 15" EA6LE/METAL MASTERS OWNER 6C TOP OF SHELF 66" AND 71q" AFF 50 2 JOB AID DISPLAY OWNER OWNER 51 1 REFI&ERATED BOTTLE COOLER ELECTROLUX OUIZN05 BOTTLE COOLER 115 160IN IZ 60H OWNER OWNER 52 1 SAFE SAFE MASTERS OF SAN DIEGO 005-200 OWNER 6C BOLT TO FLOOR 53 2 EMPLOYEE LOCKERS GRAIN6ER 5ZJgO GC 60 ANCHOR TO WALL, 12Ax16Dx36H: 2 TIER 54 2 FIRE EXTINGUISHERS LOCAL SUPPLIER 60 GC VERIFY QUANTITY A/ LOCAL CODES 55 1 FIRST AID KIT RESPOND 100164 OWNER 6C HALL MOUNTED 60" AFF TO CENTERLINE 56 1 MUSIC SYSTEM TBD 120 20 OWNER 60 57 1 SOUP/SALAD ORGANIZER TOTAL IMAGE SFECIALI5T OWNER OWNER 56 3 FLOOR SINK OWNER 6C 511 2 SPLASH GUARD GG C70 LOCATE AS SHOWN ON PLANS 60 1 MERCHANDISE P15PLAY OWNER OWNER 61 1 CUP HOLDER OWNER 6C AALL MOUNTED, SEE INTERIOR ELEVATION SHEET A3.1 62 1 50ALE AND SCALE STAND OWNER 60 63 1 STORAGE SHELF - 24" X 24" EA6LE/METAL MA5TER5 OWNER 6C 5HLF. FOR BREHERCHROME FINISH, 6 TIER 5HELVIN6, 56" POLES 64 1 50AP d CHEMICAL D15PEN5ER OWNER 6C SUPPLIED BY NR5 65 1 HASTE RECPTAGLE AMERICAN SPECIALTIES 0625 6C 60 66 1 PANEL BOARD 6E INDUSTRIAL SY5TEM5 TYPE AO (101) OWNER 6C SUPPLIED BY NRS. ,5EE NOTE #6. 67 1 TIME CLOCK GE INDUSTRIAL SYSTEMS 1 TDRK 1105 200 OWNER 6C SUPPLIED BY NR5. ,5EE NOTE #6. 65 - SAFETY 5AITCH 6E INDUSTRIAL SYSTEMS 6E HO TH4324 OWNER 6C SUPPLIED BY NR5. ,5EE NOTE #6. ORDERED ONLY IF REOUIRED 61q I ELECTRIC RATER HEATER RHEEMIRUUD/0lKW/EXP.TANK EL05 52 q KW/TANK 50 6AL. 206 1 qkA GC 6C CAP 6LA65 , 6LA55 LIND TANK, 31 6PH RECOVERY RATE AT W* R15E '70 1 AIR CURTAIN MARRS AIR CURTAIN 72 INCH GO 6C SUPPLIED BY NR5. ,5EE NOTE #6.ORDERED ONLY IF REOUIRED NOTE5: I. PROVIDE 50LID ROOD BLOCKING FOR ALL HALL MOUNTED EQUIPMENT. NOTE: PILASTERS DO NOT REQUIRE SOLID BACKING 2. ARCHITECT TO VERIFY AGAINST LOCAL PLUMBING CODE IF SINK 15 DIRECT DRAIN OR INDIRECT DRAIN. 3. TOASTER OVEN TO BE 6"- 5" AHAY FROM SNEEZE GUARD (TO PREVENT SNEEZE GUARD FROM BREAKING). ELECTRICAL HHIP SUPPLIED BY 6.0, 4, A 206V TOASTER 15 STANDARD AND HILL BE ORDERED UNLESS OTHERAISE SPECIFIED. 5. THE VEGETABLE SINK 15 ONLY AVAILABLE W1TH A LEFT HAND DRAIN BOARD. 6. NEW OR ADDITONAL ELECTRICAL PANELS HILL BE PROVIDED BY THE OWNER THROUGH NATIONAL RESTAURANT SUPPLY (NR5) AND INSTALLED BY THE GENERAL CONTRACTOR. THE PANEL HILL BE A 6E A SERIES PANEL BOARD PER THE EQUIPMENT AND ELECTRICAL SCHEDULES. IF THE FAULT CURRENT EXCEEDS 22K AIC, THEN ONE 200A 6E HEAVY DUTY SAFETY SNITCH (TH4324) AITH R CLASS FUSES SHOULD BE SPECIFIED AND HILL BE SUPPLIED BY NRS. THE SAFETY SNITCH RILL ALLOA THE PANEL TO BE SERIES RATED AT UP TO i00K AIC. FOR OUESTION5, OR IF ALTERATIONS TO THIS SPECIFICATION ARE NEEDED, CONTACT GE SUPPLY AT 600425-6520. IDENTIFY YOUR COMPANY AS A OU1ZNO5 VENDOR. 7. CONTRACTOR 15 RESPONSIBLE FOR TAKING INVENTORY OF SUPPLIES AND UNLOADING SUPPLIES FROM TRUCK. GRAPHICS SCHEDULE <�> MARK QTY DESCRIPTION FURN BY INSTALLED BY REMARKS 61 1 ARTWORK - TOASTY PLAQUE OWNER GC BOTTOM OF SIGN 4-0" AFF, CENTER HORIZ. 62 1 ARTWORK - TOASTY ACRONYM OWNER GO 2" ABOVE TOP OF TRASH, CENTER HORZ. 63 1 ARTWORK - QUIZNO'5 ACRONYM OWNER 60 BOTTOM OF 516N 4-0" AFF, CENTER HORIZ. 64 1 PUCK SIGN - "50UP" OWNER 6C BOTTOM OF 516N 6-0" AFF 65 - NOT USED - - - 66 1 PUCK SIGN - "PEPPERS" OWNER 6G BOTTOM OF 516N 64" AFF 67 1 MENU BOARD - I PANEL OWNER 6C BOTTOM OF SIGN 6-6", CENTER HORIZ. 66 5 SETS OF 2 WORD BUBBLE OWNER 6C TOP OF MENU BOARD V-6 1/4" AFF 641 4 ARTWORK OWNER 6C CENTER HORIZONTALLY AND ROTATE 5°, 4 PIECES INCLUDED IN THE ART PK6. 610 - FRAMED PICTURE OWNER GO BOTTOM OF PICTURE AT V-2" AFF 611 1 5RA66ER STAND OWNER GO SEE EQUIPMENT PLAN 612 - NOT USED - - - 613 1 OPEN HOURS DECAL OWNER 6C TOP OF DECAL V-4" AFF 614 1 CARD HOLDER OWNER 60 TO OF HOLDER AT 5-0" AFF, ATTACH A/ SUCTION CUPS AND HOOKS 615 1 CLOCK- BATTERY POWERED OWNER GC CENTER HORIZONTALLY OVER DOOR SIGN SCHEDULE MARK DESCRIPTION MANUFACTURER FURN BY INSTALL BY VOLT AMP REMARKS MB-1 MENU BOARD - 6 PANEL MAIN5TREET OWNER 6C 2-120 1-36A, I-7A TOP OF MENU BOARD V-6 1/4" AFF NS-1 NEON SIGN - "0" ZEON OWNER 6C 120 1 1.2 NOTE 1, TOP OF SIGN &-V AFF NS-2 NEON SIGN - "Q OPEN" ZEON OWNER 60 120 1.2 NOTE 1, TOP OF SIGN 6-2" AFF N5-3 NEON SIGN - "ORDER MMMM... ZEON OWNER GC 120 1.2 NOTE 1, BOTTOM OF SIGN 64" A.F.F. N5-4 NOT USED - - - - - - 5-5 NEON 516N - EXTERIOR OWNER OWNER VERIFY NOT SHOWN TH15 SHEET- (NIC) SEE SHEET IO/A3.1 FURNITURE SCHEDULE a ITEM QTY DESCRIPTION MFR MODEL NO REMARKS A 10 STOOL WAYMAR - B 2 ROUND TABLE AAYMAR - - C 6 CHAIRS WAYMAR - - D 2 5CUARE TABLE WAYMAR - - E I RECTANGLE TABLE HAYMAR - Q.P.O.S. EQUIPMENT SCHEDULE NO QTY SUPPLIED NSTALLE DESCRIPTION MANLF. MODEL NO UTILITIES REMARKS GC O GC O ELEC. PHONE a i a a 0POS TOUCH SCREEN OPOS-2002 YES YES LOCATE AS SHOWN PLUG IN. 10 1 o o COIN DISPENSER TELEOUIP TRANSACP2+ YES LOCATE AS SHOWN PLUG UNIT IN. G I o a CASH TRAY DRAWER OPOS-2002 LOCATE UNDER COUNTER TOP. CASH DRAWER MUST BE FREE OF CABLE HOLE. d 2 o o TELEPHONE- (1) FRONT DESK- (1) MANGER'S D SK YES MOUNT INSIDE COUNTER 6 3 a s FAX MACHINE YES LOCATE UNDER COUNTER ON SHELVING 516N SCHEDULE NOTE5: I. HANG FROM STOREFRONT HEAD AITH SUPPLIED CHAINS AND HOOKS. NOTE: CONTRACTOR TO CONTACT ARCHITECT IMMEDIATELY IN THE EVENT OF ANY DISCREPANCY WITH THE EQUIPMENT SHIPPED AND EQUIPMENT SCHEDULED. NON FIXED SEATING TYPICAL T TABLE TOP TO - BE 28"-34" A.F.F FULLY ACCESSIBLE TA5LE/SEATING AREA NOTE: SIDE SNEEZE GUARD REQUIRED BY HEALTH DEPT.— PEPPER BAR TO HAVE - REMOVABLE DRIP TRAY NON FIXED SEATING INSTALL FLOOR SINKS FLUSH WITH FLOOR, 1/2 EXPOSED, WITH GRATE AND STRAINER. LOCATE AS SHOWN ON PLANS GUARD AND HOLMAN^^ EQUIPMENT ALL EQUIPMENT, INCLUDING SHELVING, MUST BE SUPPORTED BY SIX (6) INCH HIGH, EASILY CLEAN ABLE LEGS, COMMERCIAL CASTORS, OR COMPLETELY SEALED IN POSITION ON A FOUR (4) INCH HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB TO FACILITATE EASE OF CLEANING. 1 NOTTOE g�gpg y�� ORANOF C0UNTY x EA.T,`T'R CARP, AO' NI w......,:.y....CY (A..e...SPEC `��J`a NS A.d'�I..��SJ ,O F RREI I:i NfRAND TsIN!AL J sj?E TTONS, ARF L' I1. 3jFcz dO t --iE C67NS 'RUC;TION OF THE FOOD T`A TIAiY, INSPECTIONS ARE TE) BE ARRANGED AT LEAST 2 WORKING DAYS IN ADVANCE. PRONE. (714) 667-373 Ems MAINTAIN AIR SPACE PER MANUFACTURER'S RECOMMENDATIONS TOP MOUNT COMPRESSOR SELF-CONTAINED PROVIDE STAINLESS STEEL CLOSURE PIECES TO SEAL AIR SPACE BETWEEN WALL AND COOLERS. SEAL WITH CLEAR SEALANT PLA REVIEW APB AI RANGE' COUNTY HEALTH CA - € ENVIRONMENT 1 a�L NEAI.1 i CA RE E��CY (7�T,7 PLAN REVi VV BY PLAN NO, THESE PLANS AND SPECIFICATIONS REVIEWED AND CORRECTIONIS, C�; , 4 G� HAVE SEEN N ARE INDICATED ON THE + „v+:_o, COVEN,"S PLANS .AND AT ACHED LETTER THIS APPROVAL DOES NOT CONSTITUTE AUTHORITY TO VIOLATE ANY PROVISION OF THE RELATED CO(E S, ORDINANCES OR REGULATIONS, NOR DG S IT PRE VENT FURTHER CORRECTION OF ERRORS FOUND ON THE PLANS OR INSTALDMON UPON FIELD INSPECTION. ANY ALTERATIONS OR CHAN<k:S INCONSTRUCTION FROM THESE PLANS MUST HAVE PRIOR, APPF3OVA? S� THIS AGENCY A COPY OF THESE PLAINS MUST Uc" KEPT ON THE :OD. SITE AT ALL TIMES. REFER TO THE LOCAL DLDC3. DEPT. FOR PLAN AP PROVAL AND PEFMITS PRIOR TO CONSTRUCTION. THIS APRROVA[. IS VALID FOR 12 MONTHS FROM THE APPROVAL DATE REMARKS: PROJECT NUMBE,, 05135 all ideas designs + plans represented by this drawing are the exclusive property of torres architects and sholi not be reproduced in part or whole without the prior written permission of torres architects. any unauthorized reuse of these plans other than for the project and location shown is strictly prohibited. SUBMITTAL REVISION L0 06 1 li • 1 , • • Ir i 0 1 0 i 0 64 ► C/) 2421 W 205TH STREET SUITE D200 TORRANCE CALIFORNIA 90501 VOICE 310-320-6285 FAX 310-320-8073 SHEET TITLE SCALE: a 07.11.05