Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
10139323.pdf
ACOUST ACOUSTICAL HVAC HEATING, VENTILATING ADJ ADJACENT AND AIR CONDITIONING A.F.F. ABOVE FINISH FLOOR LAM LAMINATE ALUM ALUMINUM MFR MANUFACTURER APP'D APPROVED MTD MOUNTED BRD BOARD MUL MULLION BLDG BUILDING N NEW CAB'T CABINET N.I.C. NOT IN CONTRACT CLG CEILING N.T.S. NOT TO SCALE CLR CLEAR Q.C. ON CENTER COL COLUM PTD PAINTED CONC CONCRETE REQ'D REQUIRED CONTR CONTRACTOR REV REVISED DET DETAIL R.Q. ROUGH OPENING DIA DIAMETER SECT SECTION DR DOOR S.S. STAINLESS STEEL DRWG DRAWING SIM SIMILAR ELEC ELECTRICAL TELE TELEPHONE ELEV ELEVATION TEX TEXTURED EQ EQUAL THK THICKNESS E EXISTING TYP TYPICAL FIN FINISH U.Q.N. UNLESS OTHERWISE FLR FLOOR NOTED GALV GALVANIZED VERT VERTICAL GA GAUGE V VOLTS GYP BRD GYPSUM BOARD V.I.F. VERIFY IN FIELD HGT HEIGHT W/ WITH HC HOLLOW CORE W WIDTH HM HOLLOW METAL WD WOOD DOOR SYMBOL 12 DETAIL 1 A c HARDWARE GROUP A9 BUBBLE TYPE & FRAME DOOR NUMBER LAYOUT START POINT REVISIONS Z& 12 SECTION A9 CUT 1 12 3 INT, ELEV. A9 CALL OUT 4 1 1 .— GRID LINE PARTITION SYMBOL 105 ROOM SYMBOL W� FINISH SYMBOL NORTH ARROW - w w w w w w w w w w w w w w w w w w w w w w w w w w u w w W W w W V w W W w w w W w W W w W W W W w w W w w w 1. INSTALLED INSULATION MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL. (SEC. 118). 2. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTIONS 1712 AND 1713 OF THE UBC. (SEC. 116). 3. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER—STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS). (SEC. 116), 4, SITE CONSTRUCTION DOORS, WINDOWS AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING AND SHALL BE WEATHER—STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS). (SEC, 116). 5. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER (PER 2-53169A) 1. AFTER JULY 1, 1993, MANUFACTURED FENESTRATION PRODUCTS MUST BE LABELED FOR U—VALVE ACCORDING TO NFRC PROCEDURES. (SEC. 116). ACCESSIBLE PATH OF TRAVEL WITH 5% MAX. SLOPE IN THE DIRECTION 'OF TRAVEL AND 2% CROSS SLOPE. 07, 1 L41 I I N I too 3' I LAAN PROJECT DATA TENANT: t; CORPORATE ADMIN. SERVICES 104 GENESSEE VALLEY ROAD F S \Y COLUMBIA, SC 29223 k r; CONTACT: DAVID STURGIS TEL: 803-419-7273 °t FAX: 803-419-9673 DAVID_H_STURGIS@FLEET.COM OWNER AGENT: COLTON CAPITAL COMPANY rk 500 S. MAIN ST. STE. 101 ORANGE, CA. TEL 714 547-0800 A FAX. 714 542 — 6650 j` CONTACT: SYLVIA STEIN TOTAL OFFICE S.F.: EXISTING S.F.: 9,442 REMODEL S.F.: 2,687 TOTAL SUITE: 12,129 '_ , 2001 i i PROJECT ADDRESS: 2020 E. FIRST ST. STE. 120 SANTA ANA CA. BUILDING TYPE: H FR.—SPRINKLER (THROUGHOUT) � [04r, t I: a : a 2 01 A 211 TITLE SHEET ACCESSIBILITY OTE ►N 1 I F TION'"TECTS N SPECIFICATIONS 2 ARCni OTES 333 El Camino Real • Tustin, California 92680 2.0 OVERALL FLOOR PLAN Tel. 714/832-3333 Fax. 714/838-2065 2.1 DEMO PLAN rengeloffice@rengelarch.com 2.2 ENLARGED FLOOR PLAN o History record: FINISH PLAN v A .0 DEMO CEILING LAN W & REFLECTED CEILING PLAN 10 z D1 DETAILS a M-1 TITLE 24 FORMS& NOTES M-2 HVAC PLAN 3 C o {0 0 0 E1.0 PARTIAL LIGHTING PLAN, E2.0 PARTIAL POWER PLAN E3.0 SINGLE LINE DIAGRAM AND PANEL SCHEDULES Revisions: Al 05.21.03 CLIENT REVISION E4.0 TITLE 24 FORMS 'Q 05.27.03 PLAN CHECK 8 Ct w.. a e.. w � U C 0 ,.n , O U C PLANNING DIVISION Gam' • U Stamp. MASTER t...... .,. ,C C � a ��_�. m a: { p A1� L L C: PLAT" .. ' NA . >' •'• a 7ros •'• = s♦ N. •� ® L c C NOTEqONT9AQTt0Ry1LPS,N0 0 Project name: COLTON CAPITAL C0 MPANY " " SPECIFICATIONS A A PART OF THIS PLAN SET, ( NUS -;M S MJ__ T D DURING c FLET BOST0N BIDDING. THESE SPECIFICAT0 S� C CVDENCE �~ OVER THE PLAN, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF RENGEL + COMPANY V 2020 E. FIRST STREET ARCHITECTS, INC. PRIOR TO BID SUBMITTAL. SUBMISSION A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE Q SUITE �i 0� CONTRACTOR HAS FAMILIARIZED HIMSELF/HERSELF WITH , PLANS, SPECIFICATIONS AND SITE CONDITIONS. CLAIMS FOR SANTA ANA, GA MATERIALS AND LABOR SUBSEQUENT TO THE BID WILL NOT 0 BE RECOGNIZED FOR LACK OF PROPER REVIEW OF PLANS,` ` SPECIFICATIONS AND SITE CONDITIONS. ro 0 J 1!r CONSULTANTS U ARCHITECT: RENGEL + COMPANY ARCHITECTS a Sheet title: 333 EL CAMINO REAL Ile TUSTIN, CA 92780 TITLE SHEET TEL. 714 832-3333 FAX. 714 838-2065 0 TSMITH@RENGELARCH.COM CONTACT: TERRY SMITH t t� a MECHANICAL: ELECTRICAL: 0 RPM RPM Z Date: 2452 DUPON DR. 2452 DUPON DR. 04.15.03 IRVINE, CA 92715 IRVINE, CA 92715 0) TEL. 949 476--1884 TEL. 949 476-1884 Drawn by: FAX. 949 476-1885 FAX, 949 476- 1885 R.C.A. MAURICEY@RPMPE.COM TOML@RPMPE.COM 0 CONTACT: MAURICE YEE CONTACT: TOM LEW N Project #: 03028 'L File name: Projects/1—Colton/2020 E. First/Fleet Boston Q Cf) Sheet: 0 N 4J 0�T 1 0 0 H:\PR0JECTS\1_C0LT0N\2020 E.First\1st—fir\FLEET BOSTON\cd—l\CD'S\03028—TITLE.dwg, Layoutl, 06/03/2003 09:42:47 A a x, A A TITLE 24 I. SITE DEVELOPMENT 9. WALKS SHALL HAVE A LEVEL AREA NOT LESS THAN 60" BY 60 4• PROVIDE A 30 X 48" CLR. FLR. SPACE FOR ALCOVES GREATER 8. THE UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF 6. WATER CLOSET SHALL BE LOCATED 18" FROM GRAB BAR WALL. 4. THE CENTER OF SWITCHES INTENDED TO BE USED BY AN ON THE PULL SIDE OF A DOOR OR GATE AND NOT LESS THAN THAN 24" DEEP AND DESIGNED FOR FRONTAL APPROACH. INTERIOR STAIRS SHALL BE MARKED WITH A CONTRASTING OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING AND GENERAL REQUIREMENT: SITE DEVELOPMENT AND GRADING SHALL BE " COLORED STRIP 2" IN WIDTH. RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND DESIGNED TO PROVIDE ACCESS TO PRIMARY ENTRANCES AND ACCESS TO 48 WIDE BY 44 DEEP IN OPPOSITE DIRECTION OF THE SWING VENTILATING EQUIPMENT, SHALL BE NOT LESS THAN 3' NOR MORE NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, ®F��A DOOR OR .GATE. SUCH AREAS SHALL PROVIDE A MINIMUM OF 5, IF THE CLEAR FLOOR SPACE ONLY ALLOWS A FORWARD APPROACH 9• ON EXTERIOR STAIRS EACH TREAD SHALL BE MARKED AS NOTED D. SINGLE ACCOMMODATION TOILETFACILITIES THAN 4' ABOVE THE FLOOR OR WORKING PLATFORM. 24 LEVEL CLEAR SPACE SIDE AT THE STRIKE EDGE OF THE TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED IN ITEM 8 ABOVE WITH A NONSKID MATERIAL SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, EXTERIOR DOOR OR GATE, SHALL BE 48" AND THE LOW REACH iS 15" AFF, IF THIS 5• THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES), AS FORWARD REACH IS OVER AN OBSTRUCTION, THE HORIZONTAL 1 • WATER CLOSET SHALE BE LOCATED 28 FROM A FIXTURE OR 32 WELL AS THE HIGHEST OPERABLE PART OF EMERGENCY HOSES A. HANDICAPPED PARKING SPACES 10. SIDEWALKS AND OTHER PEDESTRIAN WAYS SHALL CONFORM TO FROM A WALL. 1, SPACES SHALL BE SO LOCATED THAT HANDICAPPED PERSONS THESE REQUIREMENTS WHEN INTERRUPTED BY DRIVEWAYS OR DIMENSION OF THE OBSTRUCTION SHALL BE LESS THAN 25". THE " AND EQUIPMENT SHALL BE LOCATED NOT MORE THAN 48" AFF 10. PROVIDE A SECOND SET OF HANDRAILS 24 ABOVE THE NOSING ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED OTHER WALKS. ALL INTERRUPTIONS IN A LEVEL WALK SHALL MAXIMUM HIGH FORWARD REACH ALLOWED IS 44'° WHEN THE OF THE TREADS WHEN CHILDREN ARE THE PRIMARY USERS OF 2• MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET SHALL BE 48". OR WORKING PLATFORM, CARS OTHER THAN THEIR OWN, COMPLY WITH THE CURB RAMPSECTION. HORIZONTAL DIMENSION OF THE OBSTRUCTION 15 BETWEEN 20" THE STAIRWAY. 6. WHEN EMERGENCY WARNING SYSTEMS ARE PROVIDED THEY SHALL AND 25"• 3. WATER CLOSET SHALL BE LOCATED 18" FROM GRAB BAR WALL. ACTIVATE A ViSUAL MEANS OF WARNING FOR PEOPLE WITH A 2. SINGLE STANDARD PARKING SPACES SHALL BE 8 FT. WIDE X 11. THERE SHALL BE A 36" WiDE TRUNCATED SURFACE (DOMES, .2" 6, IF THE CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH BY A E. HAZARDS AND PROTRUDING OBJECTS: HEARING DISABILITY. FLASHING VISUAL WARNING SHALL HAVE 18 FT. WITH AN ADJACENT 5 FT, WIDE LOADING AREA ON THE HIGH .9" IN DIAMETER AND CENTERED 2.35" APART WHENEVER PERSON IN A WHEELCHAIR THE MAXIMUM HIGH SIDE REACH 4. IN AN EXISTING BUILDING, A SINGLE ACCOMMODATION TOILET FACILITY FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. ALL PASSENGER SIDE OF THE VEHICLE. THERE IS NOT A CURB OR POSTS SEPARATING A DRIVEWAY AND A MAY HAVE A SPACE 36" WiDE X 48" LONG. IN FRONT OF WATER DEVICES MUST RECEIVE STATE FIRE MARSHALL APPROVAL. PEDESTRIAN WALKWAY OR AT A GRADE LEVEL WATER FEATURE. ALLOWED iS 54" AND THE LOW SIDE REACH SHALL BE 9" AFF 1. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES CLOSET, 3. VAN ACCESSIBLE SPACES SHALL BE 9 FT. WIDE X 18 FT, MINIMUM. A SiDE REACH IS ALLOWED OVER AN OBSTRUCTION BETWEEN 27" AND 80" AFF SHALL PROTRUDE 4" MAXIMUM INTO 7. VISUAL FIRE ALARM SHALL BE 80" AFF IN COMMON USE AREAS WITH AN ADJACENT 8 FT. WiDE LOADING AREA ON THE PROVIDED THE HORIZONTAL DIMENSION OF THE OBSTRUCTION DOES WALLS, CORRIDORS OR PASSAGEWAYS. INCLUDING LOBBIES AND HALLWAYS, WHERE FIRE ALARMS ARE PASSENGER SIDE OF THE VEHICLE. D. PEDESTRIAN RAMPS NOT EXCEED 24" AND A MAX. HT. OF OBSTRUCTION DOES NOT E. GRAB BARS AT WATER CLOSET REQUIRED. EXCEED 34" AFF. AT OR BELOW 1 ONE AT SIDE 42" LONG EXTENDING 24" N FRONT OF WATER V. GROUP OCCUPANCY RE UIREMENTS 4. DOUBLE PARKING SPACES SHALL BE 23 FT. WIDE X 18 f=T, 1, A PATH OF TRAVEL WITH A SLOPE GREATER THAN 5% 1 20 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES, � � WITH A 5 FT. LOADING AREA BETWEEN THE TWO 9 FT. ( ) II. C S AN CIR UtATLON 27 AFF MAY PROTRUDE ANY AMOUNT ALLOWABLE BY OTHER VEHICLE SPACES. SHALL BE CONSIDERED A RAMP, REQUIREMENTS. CLOSET; ONE AT REAR OF WATER CLOSET 36" LONG; BOTH MOUNTED 33" ABOVE FLOOR, (EXCEPTION: REAR GRAB BAR OVER A. ASSIST -LISTENING SYSTEMS IN ASSEMBLY AREA 5. MAXIMUM SLOPE OF PARKING SURFACE iN ANY DIRECTION 2. THE MAXIMUM RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12) IN ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE 3. FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY ACCESSIBLE TO THE PHYSICALLY HAND#CAPPED/PHYSICALLY DISABLED TANK TYPE WATER CLOSET MAY BE UP TO 36" ABOVE FLOOR). SHALL NOT EXCEED 2.0%, 1:50" PER FOOT. THE PATH OF TRAVEL. OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE FINISH FLOOR *� PERSONS. 2• BARS SHALL BE 1 1 /4" TO 1 1 2" IN DIAMETER WITH 1 1 /2" 1. ASSEMBLY AREAS WITH PERMANENTLY INSTALLED PUBLIC 3, THE WIDTH SHALL BE 48 MINIMUM UNLESS ENTRANCE LEAVES AN / 6. PARKING SPACES SHALL BE IDENTIFIED BY SIGN WITH THE OCCUPANT LOAD OF MORE THAN 300, WHICH RAMPS SHALL BE A. GENE ADDRESS SYSTEMS SHALL PROVIDE ASSISTlVE-LISTENING SYSTEMS REQUIREMENTS 4. OBJECTS SHALL NOT REDUCE THE CLEAR W#DTH OF AN CLEARANCE TO WALL. FOR PEOPLE WITH HEARING IMPAIRMENTS. INTERNATIONAL SYMBOL OF ACCESSIBILITY MOUNTED ON A 60" MINIMUM, POST OR WALL 1N FRONT OF SPACE. SIGN SHALL BE ACCESSIBLE ROUTE OR MANEUVERING SPACE. 3. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO 1. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO .AND USABLE 2. THIS ASSEMBLY REQUIRES PERSONAL RECEIVERS. REFLECTORIZED, WHITE ON DARK BLUE BACKGROUND, AT 4. LANDINGS ARE REQUIRED AT. TOP AND BOTTOM OF RAMPS, WITHSTAND 250 LBS. POINT LOAD IN BENDING SHEAR AND TORSION. LEAST 70 SQ. NCH IN AREA, AND MOUNTED 80" ABOVE BY PHYSICALLY HANDICAPPED /PHYSICALLY DISABLED PERSONS 5• WALKS, HALES, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER IF THE SYSTEM PROVIDED iS LIMITED TO SPECIFIC SEATS OR GRADE FOR POST WHEN IN A PATH OF TRAVEL, OR 36" A. BOTTOM LANDING SHALL BE MINIMUM OF 72" IN THE SHALL BE IDENTIFIED WiTH AT LEAST ONE STANDARD SIGN CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR AREA, THEN SUCH SEATS OR AREA SHALL BE WITHIN 50 FEET OF ABOVE GRADE FOR WALL MOUNTING. DIRECTION OF TRAVEL. DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND HEADROOM. 4, GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. THE PERFORMING AREA. WiTH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE B. TOP LANDING SHALL BE 60" X 60" MINIMUM, TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 6. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN SIDEWALKS AND A 3. A SiGN SHALL BE POSTED INDICATING AVAILABILITY OF ASSISTIVE- 7. IN ADDITION, SURFACE OF PARKING SPACE(S) SHALL BE IDENTIFIED BY EITHER OF THE FOLLOWING SCHEMES: C. WHEN DOOR SWINGS ONTO TOP LANDING, MINIMUM DEPTH STREET OR DRIVEWAY, EXCEEDING 4" iN A VERTICAL DIMENSION, F. WATER CLOSET " LISTENING DEVICES WITH THE INTERNATIONAL SYMBOL OF DEAFNESS. B. DOORS, VESTIBULES AND CORRIDORS SUCH AS AT PLANTERS OR FOUNTAINS LOCATED ADJACENT TO A. OUTLINING OR PAINTING. SPACE IN BLUE WITH OF LANDING REQUIRED IS DOOR WIDTH PLUS 42. SIDEWALKS OR PEDESTRIAN WAYS SHALL BE IDENTIFIED BY A 6" CONTRASTING COLOR PROFILE VIEW OF WHEELCHAIR 1. HEIGHT OF WATER CLOSET SEAT SHALL BE 17" TO 19" ABOVE FLOOR. VI GROUP B OCCUPANCY REQUIREMENTS WITH OCCUPANT, OR D. WITHIN DOOR SWINGS ONTO THE TOP LANDING, THE WIDTH 1 • ALL REQUIRED EXIT DOORS SHALL HAVE 32" CLEAR OPENING HIGH CURB AND A 36" WIDE TRUNCATED SURFACE TO WARN ° B. INTERNATIONAL SYMBOL OF ACCESSIBILITY iN WHITE ON OF LANDING SHALL EXTEND 24" PAST THE STRIKE EDGE WIDTH AT 90 DEGREES (36" DOOR) AND MINIMUM 6'-8" HEIGHT, THOSE WITH A VISUAL DISABILITY. GROUP B OCCUPANCIES USED FOR ASSEMBLY PURPOSES BUT HAVING BLUE BACKGROUND, 36" x 36", VISIBLE WHEN OF DOOR FOR EXTERIOR RAMP, OR 18" PAST STRIKE 7. THE EDGES OF BOARDING PLATFORMS iN TRANSPORTATION 2. TOILET FLUSH CONTROLS SHALL BE OPERABLE WiTH ONE HAND, AND AN OCCUPANT LOAD OF LESS THAN 50 SHALL CONFORM TO ALL THE SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF THE REQUIREMENTS OF GROUP A OCCUPANCIES COVERED IN SECTION VEHICLE IS PARKED. EDGE FOR INTERIOR RAMP. 2. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THE MIN. 32" TERMINALS OR IN SIMILAR FACILITIES SHALL BE IDENTIFIED BY A WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE 611.712(D) 5, CLEAR ENTRANCE WIDTH REQUIREMENT LIGHT-COLORED BAND OF CLEARLY CONTRASTING TEXTURE AND 8. EACH ENTRANCE TO OFF --STREET PARKING FACILITY OR EACH A 60" INTERMEDIATE LANDING IS REQUIRED AT INTERVALS OF 30 � WIDE SIDE OF THE TOILET AREAS (EXCEPT TANK TYPE) NO MORE COLOR AT LEAST 18 IN WIDTH, CONTRASTING STRIPING OR A BUSINESS AND PROFESSIONAL OFFICES PERSONAL AND HANDICAPPED PARKING' SPACE(S) SHALL ALSO HAVE A SIGN, INCH VERTICAL CHANGE AND 72" LANDING AT EACH CHANGE OF >► THAN 44" AFF, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL ' 3, THRESHOLD SHALL BE NO HIGHER THAN 1 /2 ABOVE THE FLOOR. OTHER ALTERNATIVES TO THE ABOVE, WILL BE PERMITTED WHERE BE NO GREATER THAN 5 CBSF. PUBLIC SERVICE FACILITIES 17" x 22" STATING: "UNAUTHORIZED VEHICLES PARKED IN DIRECTION (OVER 30 DEGREES). EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2, THE RESULTANT PATTERNS, COLOR, OR ALTERNATIVE ADEQUATELY DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING IF MORE THAN 1 /4". IDENTIFY THE PLATFORM EDGE. 3, THERE SHALL BE 18" TO THE CENTERLINE TO THE WATER CLOSET TO 1. CLIENT AND VISITOR AREAS, OFFICE AREAS AND RELATED TOILET DISTINGUISHING PLACE CARDS OR LICENSE PLATES ISSUED FOR 6 RAMP HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP, WHEN THE NEAR WALL AND A CLEAR SPACE BESIDE THE WATER CLOSET TO ROOMS SHALL BE MADE ACCESSIBLE. PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT SLOPE EXCEEDS 5.0% (120). 4, EXTERIOR LEVEL LANDING MAY SLOPE UP TO 2% (1:50) IN 8. TRANSIT BOARDING PLATFORMS AND AROUND UNPROTECTED THE OTHER WALL, L J OWNER'S EXPENSE. TOWED VEHICLES MAYBE RECLAIMED BY ANY DIRECTION FOR SURFACE DRAINAGE. 2 REFLECTING POOLS, YELLOW 36" WIDE DOME TRUNCATED 2. CONFERENCE ROOMS, COUNSELING ROOMS OR CUBICLES AND G TELEPHONING THE SANTA ANA ICLES QEPARTMENT AT 7, RAMP HANDRAILS SHALL BE CONTINUOUS, LOCATED 34"-38" SURFACE BORDERING A DROP OFF OR SAFE AREA. PROVIDE SIMILAR AREAS SHALL BE MADE ACCESSIBLE. HEIGHT ABOVE RAMP SURFACE, WITH 12" STRAIGHT EXTENSIONS 5. DOOR HARDWARE SHALL BE OF THE LEVER, PUSH-PULL TYPE OR DIRECTIONAL ARROWS TO DOORS IF TRAIN STOPS CONSISTENTLY G. URINALS 714-245-8665 CVC22658A. BEYOND TOP AND BOTTOM, AND THE ENDS RETURNED. PANIC BARS, MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE AT ONE LOCATIONS. 3. EMPLOYEE WORK AREAS SHALL HAVE A 36" MINIMUM CLEAR OPERABLE WITH A MAX. EFFORT OF 5 LBS. FOR EXTERIOR DOORS ACCESS. ' 9. ENTRANCE TO AND VERTICAL CLEARANCE WITHIN ACCESSIBLE AND 5 LBS. FOR INTERIOR DOORS. AR OF REFUGE ASSISTANCE 1, WHERE URINALS ARE PROVIDED, THE RIM OF AT LEAST ONE SHALL LEVEE OF PARKING STRUCTURE SHALL BE $ FT, 2 N. TO ANY 8• HANDRAILS SHALL BE 1 1 /4" TO 1 1/2" CROSS SECTION, PROJECT 14 FROM THE WALL AND BE LOCATED 17 MAXIMUM 1, AREAS OF REFUGE ASSISTANCE ARE REQUIRED IN FLOORS ABOVE ABOVE THE FLOOR. B. SALES FACILITIES STRUCTURAL MEMBER, DUCT OR PIPE AT ALL DRIVE AISLES SPACED MINIMUM OF 1 1/2" CLEAR FROM ADJACENT WALL. LEADING TO OR FROM ACCESSIBLE PARKING SPACES AND 6• THE LOWER 10" OF THE DOOR SHALL BE OF SMOOTH, PLANE AND BELOW THE GROUND LEVEL WHEN THE BUILDING DOES NOT 2, THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 5 OVER ALL ACCESSIBLE PARKING SPACES. SURFACE (NO RECESS OR TRAP) EXCEPT AT AUTOMATIC AND HAVE A SUPERVISED SPRINKLER SYSTEM, 1. GENERAL SALES, DISPLAY AND OFFICE AREAS TOGETHER WITH 9. WHEN THE RAMP EXCEEDS 10 FEET IN LENGTH AND WHERE NOT SLIDING DOORS. THE STATE ARCHITECT HAS STATED THAT THE A. THERE MUST BE A DIRECT ACCESS TO AN EXIT STAIRWAY. LBF. MAXIMUM AND LOCATED 44" MAXIMUM ABOVE THE FLOOR. RELATED TOILET ROOMS MUST BE MADE ACCESSIBLE. 10. PARKING LOT TICKET EJECTOR OR CARD RECEPTACLES SHALL OTHERWISE BOUNDED BY WALLS, A 2" HIGH CURB OR WHEEL REGULATION IS NOT INTENDED TO PREVENT THE USE OF B. THERE MUST BE SPACE FOR A MINIMUM OF TWO 2. SALES EMPLOYEE WORK STATIONS SHALL BE LOCATED ON BE AT A HEIGHT THAT ACCOMMODATES A PERSON WITHOUT GUIDE RAIL CENTERED 3", (PLUS/MINUS 1") ABOVE RAMP "HERCULITE" TYPE GLASS DOORS. WHEELCHAIRS (RECOMMEND SPACE FOR 4 WHEELCHAIRS) 3. PROVIDE 30" X 48" CLEAR FLOOR SPACE FOR FORWARD APPROACH. ACCESSIBLE LEVELS. EMPLOYEE WORK AREAS SHALL BE SIZED TO FINGER DEXTERITY iN AN AUTOMOBILE OR VAN. THE TICKET SURFACE IS REQUIRED ON BOTH SIDES. THAT DOES NOT ENCROACH INTO THE REQUIRED EXIT PROVIDE ACCESS TO EMPLOYEES IN WHEELCHAIRS. THE CUSTOMER SHALL. EXTEND A MINIMUM OF 1 1/2" FROM THE FACE OF 7• THERE SHALL BE A CLEAR AREA ON EACH SIDE OF DOOR, 60 CORRIDORS. SIDE OF SALES OR CHECK OUT STATIONS SHALL BE ACCESSIBLE. THE MACHINE. 10. THE CROSS SLOPE ON A RAMP OR THE SLOPE ACROSS A RAMP DEEP IN DIRECTION OF DOOR SWING AND 44 MIN. DEEP IN CTWO WAY VISUAL &AUDIBLE COMMUNICATION SYSTEM LANDING IN ANY DIRECTION SHALL NOT EXCEED 1 /4 C. A PER FOOT. DIRECTION OPPOSITE OF DOOR SWING AND A MAXIMUM SLOPE OF A THE PRIMARY ENTRANCE. H. LAVATORIES 11. A WHEEL ' STOP SHALL BE .PROVIDED IN ALL ACCESSIBLE ) 2% (1:50) 3. THIS FACILITY REQUIRES CHECK STANDS ACCESSIBLE (2'0% ' D. SIGNAGE IDENTIFYING AND DIRECTING PEOPLE TO THE PARKING SPACES TO PREVENT ENCROACHMENT OF CARS INTO 1. PROVIDE 30" x 48" CLEAR FLOOR SPACE FOR FORWARD APPROACH. TO THE PHYSICALLY HANDICAPPED, BASED UPON 1 FOR 8 CHECK THE REQUIRED WIDTH OF WALKWAYS. E. HAZARDS 8. WIDTH OF CLEAR AREA ON THE SWING SIDE OF THE DOOR SHALL AREA OF EVACUATION, SHALL STATE: AREA FOR EVACUATION STANDS OR LESS, 2 FOR NINE OR MORE. B. CURB RAMPS EXTEND 24 PAST STRIKE JAMB FOR EXTERIOR DOORS AND 18 ASSISTANCE AND WITH THE INTERNATIONAL SYMBOL OF SAID CLEAR FLOOR SPACE MAY INCLUDE KNEE AND TOE SPACE 1. PROVIDE 80" HEADROOM FROM WALKWAY SURFACE TO ANY PAST STRIKE JAMB FOR INTERIOR DOORS. ACCESSIBILTY, UNDER LAVATORY DESCRIBED BELOW. 4. WHERE QUICK CHECK STANDS ARE PROVIDED, AT LEAST ONE 1, CURB RAMPS SHALL BE LOCATED WHEREVER A PEDESTRIAN 2• SALES EMPLOYEE WORK STATIONS SHALL BE LOCATED ON 2. PROVIDE CLEAR SPACE BENEATH LAVATORIES 29" HIGH BY 30" WIDE SHALL BE ACCESSIBLE. PATH CROSSES A CURB. OVERHANGING OBSTRUCTION. 9, THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS iN A ACCESSIBLE LEVELS. EMPLOYEE WORK AREAS SHALL BE SIZED VESTIBULE SHALL PROVIDE 48" MIN OF CLEAR SPACE FROM ANY TO PROVIDE ACCESS TO EMPLOYEES IN WHEELCHAIRS. THE BY 8" DEEP (KNEE SPACE) AND 9" HIGH FROM THE FLOOR BY 30" 5. CHECK STANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A 2, CURB RAMPS SHALL BE 48" MINIMUM WIDTH WITH MAXIMUM 2.. ABRUPT CHANGES IN LEVEL EXCEEDING 4" ADJACENT TO WALKS, DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS CUSTOMER SIDE OF SALES OR CHECKOUT STATIONS SHALL BE WIDE BY 17" DEEP FROM FRONT OF LAVATORY (TOE SPACE) 36" AISLE ON THE CUSTOMER SIDE OF THE STAND. SLOPE OF 8.33% (1:12) FLARED SIDES OF CURB RAMP SHALL EXCEPT BETWEEN WALKS AND ADJACENT STREETS OR DRIVES, POSITIONED AT 90 DEGREES FROM ITS CLOSED POSITION. DOORS ACCESSIBLE. HAVE A MAXIMUM SLOPE OF 8.33% (1:12), OR 8.33% (1:12) SHALL BE IDENTIFIED BY WARNING CURBS PROJECTING 6 ABOVE IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR 3. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 18" FROM 6. ACCESSIBLE CHECK STANDS SHALL BE IDENTIFIED BY THE WHERE THERE IS PEDESTRIAN CROSS TRAFFIC, WALK SURFACE. AWAY FROM THE VESTIBULE. III. SANITARY FACILITIES SIDEWALL, WITH RIM OR COUNTER SURFACE NO HIGHER THAN 34'> INTERNATIONAL SYMBOL OF ACCESSIBILITY AND SHALL STATE, 3. HEADROOM OF $O" MINIMUM SHALL BE MAINTAINED FOR WALKS, FROM FiNiSH FLOOR. "THIS CHECK STAND TO BE OPEN AT ALL TIMES FOR DISABLED RA CORRIDORS, AISLES, ETC. 10. AT TURNSTILE, PROVIDE AN ACCESS GATE, 32„ CLEAR WIDTH GENERAL REQUIREMENT: SANITARY FACILITIES THAT SERVE BUILDINGS, CUSTOMERS." 3 A LEVEL MINIMUM DEPTH LANDING IS REQUIRED AT TOP OPENING, WITHIN 30 FEET OF TURNSTILE. FACILITIES OR PORTIONS OF BUILDINGS OR FACILITIES THAT ARE 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. OF CURB RAMP OVER ENTIRE CURB RAMP WIDTH. 4. PROTRUDING OBJECTS WiTH LEADING EDGES BETWEEN 27" AND REQUIRED BY THESE STANDARDS TO BE ACCESSIBLE TO THE C. FACTORIES 11, CORRIDORS SHALL BE 44" MINIMUM IN WIDTH OR AS REQUIRED BY PHYSICALLY HANDICAPPED/PEOPLE WITH PHYSICAL DISABILITIES, SHALL 5. FAUCET CONTROLS AND OPERATING MECHANISM OPERABLE WITH ONE 4. IF NO LANDING IS PROVIDED, . THE SLOPE OF FLARED SIDES INFO WALKS, ABOVE FiCORRIDORS, NISHED OE HALL NOT PROTRUDE MORE THAN 4" ( OCCUPANT LOAD. CORRIDORS SERVING LESS THAN 10 OCCUPANTS CONFORM TO THE FOLLOWING REQUIREMENTS EXCEPT AS SPECIFICALLY HAND) SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING 1 MAJOR OR PRINCIPAL FLOOR AREAS SHALL BE MADE ACCESSIBLE, SHALL NOT EXCEED 8.33% (1:12). MAY BE 36" MIN. WIDE. EXEMPTED 1N OTHER PORTIONS OF THiS CODE, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORCE 5• OBJECTS WITH PROTRUDING EDGES AT OR BELOW 27" ABOVE A. RESTROOM PARITY REQUIREMENTS NOT EXCEEDING 5 LBF. 2. OFFICE AREAS SHALL BE ACCESSIBLE. 5. SURFACE OF RAMP AND SIDE FLARES SHALL BE SLiP FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. 12. FOR CORRIDORS OVER 200 FEET LONG, SEE SPECIAL RESISTANT AND CONTRASTING FINISH TO THAT OF THE REQUIREMENTS. 1. IN NEW CONSTRUCTION OR ADDITIONS, ALTERATIONS OR REPAIRS 6. SELF -CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS. 3• SANITARY FACILITIES SERVICING THE ABOVE SHALL BE MADE ADJACENT SIDEWALK. EXCEEDING 50 PERCENT OF THE SQUARE FOOTAGE OF THE ACCESSIBLE. 6• FREE STANDING OBJECTS MOUNTED ON POSTS BETWEEN 27" AND C. EXISTING PUBLIC ASSEMBLY FACILITIES (I.E. THEATERS, FLOORS 6, ALL CURB RAMPS/CUTS SHALL HAVE A GROOVED BORDER 12" 80" ABOVE THE FLOOR MAY PROJECT A MAXIMUM OF 12' AUDITORIUMS, ARENAS, STADIUMS, AMUSEMENT FACILITIES, SKI I. TOILET ROOM ACCESSORIES D. WAREHOUSES WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE RESORTS, PICNIC OR DAY USE BEACH FACILITIES) REFER TO TOP AND EACH SIDE, THE GROOVES ARE 1 /4" WIDE AND 1 /4" 1. FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL TABLES 5-C-1 AND 5--C-4 FOR NUMBER OF 70iLET ROOM " F. SIGNAGE THROUGHOUT OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, FIXTURES. 1. WAREHOUSING AREAS WHICH ARE LOCATED ON THE FLOOR DEEP CENTERED 3/4 APART ON CENTER. PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. 1. MIRROR BOTTOM EDGE SHALL BE LOCATED 40 MAXIMUM ABOVE FLOOR. NEAREST GRADE SHALL BE MADE ACCESSIBLE. 7. THE LOWER END OF ALL CURB RAMPS SHALL BE FLUSH.' 1 • THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE . ACCESS AND IDENTIFICATION 2• FLOOR SURFACES SHALL BE SLIP -RESISTANT. 2• TOILET TISSUE DISPENSERS SHALL BE MOUNTED WITHIN 12" OF THE 2. ACCESSBYAREAS ON OTHER OR FLOORS THAT ARE SHALL BE PROVIDED MADE 8, THE SURFACE OF EACH CURB RAMP LOCATED iN THE CENTER AND USABLE BY PERSONS WITH DISABILITIES AS SET IN CCR SECT. FRONT EDGE OF THE TOILET SEAT. WITH STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO 1 WHERE SANITARY FACILITIES ARE LOCATED ON ACCESSIBLE ACCESSIBLE. OF THE CURB RETURN SHALL HAVE A CHEVRON PATTERN 552 AND UFAS/ADAAG SECT, 4.30. THE SYMBOL SHALL CONSIST FLOORS OF A BUILDING, THEY SHALL BE MADE ACCESSIBLE TO 3. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOWELS, GROOVED SURFACE PARALLEL TO THE CENTERLINE OF THE 3. CARPETED FLOORS MUST HAVE A FiRM PAD AND THE KNAPP MUST THE PHYSICALLY HANDICAPPED PERSON WITH PHYSICAL OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL / WASTE COIN SLOTS ETC.) SHALL BE WITHIN 40" OF FLOOR. 3. OFFICE AREAS SHALL BE MADE ACCESSIBLE. CROSSWALKS, WITH 1 /4" WIDE BY 1 /4" DEEP GROOVES WITH BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARDS 595(A). NOT EXCEED 1 /2" IN HEIGHT. DISABILITIES. ' ' 2• DOORWAYS LEADING TO SANITARY FAC#CITIES SHALL HAVE 32 MiN. 4. SANITARY FACILITIES SERVING THE ABOVE SHALL BE MADE 1 1/2" ON CENTER. 2. SIGNAGE SHALL BE TACTILE ACCESSIBLE TO PEOPLE WITH VISUAL D. STAIRWAYS CLEAR WIDTH. IV. EG NE REQt,�iRE ENTS ACCESSIBLE. 9. CURBCUTS/RAMPS TO HAVE TRUNCATED SURFACE, IMPAIRMENTS. CONTRASTING COLORED DOMES .2" HIGH, 9" .IN DIAMETER, A. CHARACTER WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1. 1. HANDRAILS ARE REQUIRED ON EACH SIDE OF THE STAIRWAY. 3, THERE SHALL BE A CLEAR AND LEVEL AREA WITH A 60" DEPTH VII. GROUP H OCCUPANCY REQUIREMENTS CENTERED 2.35" APART, INCLUDING SIDE FLARES. (CALIFORNIA STROKE WIDTH -TO -HEIGHT RATIO BETWEEN (1:5 AND 1:10). IN DIRECTION OF DOOR SWING, AND A CLEAR AND LEVEL AREA A. DRINKING FOUNTAIN PROPOSED) CURB RAMPS WITH LESS THAN 5-6.67% SLOPE WITH A 44" MIN., DEPTH IN OPPOSITE DIRECTION OF DOOR 1. ACCESSIBLE SANITATION FACILITIES SHALL BE PROVIDED AS ONLY TO HAVE A TRUNCATED SURFACE. DIAGONAL CURB B. CHARACTERS AND SYMBOLS SHALL CONTRAST TO THEIR 2• HANDRAILS SHALL BE LOCATED 34"-38" ABOVE NOSING, EXTEND SWING, 1. THE ALCOVE IN WHICH THE WATER FOUNTAIN IS LOCATED SHALL BE SPECIFIED IN CHAPTER 7. RAMPS TO HAVE A 30" x 48" STRIPED SPACE, AT THE BACKGROUND. 12" BEYOND TOP RISER AND 12" PLUS TREAD WIDTH BEYOND NOT LESS THAN 32" WIDE BY 18" DEEP. ALTERNATELY PROVIDE 4. ON DOORWAYS CEADiNG TO SANITARY FACILITIES THE SYMBOLS ' 2, PRIMARY ENTRANCES STAIRS RAMPS DOORS CORRIDORS WALKS BOTTOM. C. PERMANENT SIGNAGE IDENTIFYING ROOMS OR AREAS OF A BOTTOM NOSING AND RETURNED TO WALL/NEWEL POST. WHERE _� ' WINGWALLS OR FLOOR TEXTURING PER EXCEPTION. WATER FOUNTAINS ' THE EXTENSION OF THE HANDRAIL CREATES A HAZARD THE TO BE PROVIDED ARE 12 EQUILATERAL TRIANGLE FOR MEN, OR " AND HAZARDS SHALL PROVIDE ACCESSIBILITY AS SPECIFIED IN 10. RAMP SLOPE NOTE: SLOPES DEFINED IN THIS REPORT AND BUILDING 12DIAMETER WOMEN, MUST BE SANS SERIF CHARACTERS 5/8" TO 2" IN " CFOR N 1 4" THICK CENTERED ON SHALL BE LOCATED IN 32 WIDE BY 18 DEEP ALCOVES AND NOT CHAPTER 7 THESE DRAWINGS SHALL TAKE INTO ACCOUNT ALL EXISTING HEIGHT AND RAISED 1 /32". STROKE WIDTH OF CHARACTERS EXTENSION MAY BE MADE AT RIGHT ANGLES. WHERE STAIRS ARE / CONTINUOUS FROM LANDING TO LANDING, THE INNER RAILS SHALL DOOR 60" ABOVE FLOOR, CONTRASTING COLOR WiTH DOOR. ENCROACH MORE THAN 4" INTO PEDESTRIAN WAYS BETWEEN 17" SITE SLOPES ON WHICH RAMPS WILL BE PLACED, AND SHALL BE A MINIMUM OF 1/4' , BE CONTINUOUS AND NOT EXTEND ONTO THE LANDING. AND 80". 3, ACCESSIBLE FLOORS AND LEVELS SHALL COMPLY WITH VERIFIED TO THE CORRECT PERCENTAGE OF SLOPE BY THE REQUIREMENTS IN CHAPTER 7, USE OF THE APPROPRIATE SURVEY METHODS, D. ROOM SIGNAGE SHALL BE LOCATED ON THE WALL NEXT TO 2. THE DRINKING FOUNTAIN SHALL .BE 18"-19" DEPTH AND 27" HIGH SMART LEVEL, >► >► 5. ON DOORWAYS LEADING TO A UNISEX FACILITY, THE SYMBOL TO OR EQUAL. THE LATCH SIDE OF THE DOOR 60 AFF. 3. HANDRAILS SHALL BE 1 1/4 TO 1 1/2 IN GRIPPING CROSS KNEE SPACE EXTENDING 8" UNDER THE FOUNTAIN. TOE SPACE 4. EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE BY MEANS OF A SLOPE RATIOS (I.E. 1:12> 1:10) ARE ONLY FOR BE PROVIDED SHALE BE AN EQUILATERAL TRIANGLE INSCRIBED „ ,> >, REFERENCE TO A LEVEL SURFACE.. SECTION AND 1 1 /2 CLEAR OF ADJACENT WALL. WiTH A 12" DIAMETER CIRCLE AND 1 /4" THICK EACH. 1115B.5, SHALL BE 9 HIGH AND EXTEND 17 DEEP FROM THE FOUNTAIN 36 MINIMUM AISLE WIDTH, AND A 32 CLEAR DOOR OPENING, IN E. LETTERING ON OTHER SIGNS SHALL BE 3 HIGH FOR SIGNS FIG, 78/4.30.4 FRONT. A SIDE APPROACH IS NOT ACCEPTABLE. CHAPTER 4• C. WALKS AND SIDEWALKS TO BE READ AT A DISTANCE OR POSTED ABOVE THE FLOOR. 6• FLOOR DRAINS 1N SANITARY FACILITIES SHALL BE PLACED IN 4. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED ' 3. THE BUBBLER SHALL BE ACTIVATED BY A LEVER OR PUSH BAR 5, ACCESSIBLE FACILITIES COVERED IN THIS CHAPTER ARE THOSE 1, WALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT F. PICTOGRAMS MUST INCLUDE LETTERING AND A 6" BORDER. EDGES AND BE SLIP RESISTANT, AREAS THAT WILL NOT INTERFERE WITH THE PATH OF TRAVEL TO LOCATED WITHIN 6" IN FRONT. THE BUBBLER SHALL BE WITHIN 6" USED BY THE PUBLIC AS CUSTOMERS, CLIENTS, VISITORS, OR INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL AND AROUND THE FIXTURES. PREFERRED PLACEMENT IS CLOSE OF THE FRONT OF THE FOUNTAIN AND 36" AFF MAXIMUM. THE WHICH ARE POTENTIAL PLACES OF WORK. EXCEEDING 1 /4" AND SHALL BE 48" MINIMUM IN WIDTH 5. NOSING SHALL NOT PROJECT MORE THAN 1 1 /2" PAST FACE OF TO A WALL, HOWEVER, SLOPES TO THE FLOOR DRAIN SHALL NOT UNLESS A NATURAL CONDITION CAUSES A HARDSHIP AND THEN G. C FLOOR OR GROUND SPACE FOR WHEELCHAIRS THE RISER BELOW. EXCEED 2%. WATER STREAM SHALL BE 4" HIGH MINIMUM AND PARALLEL TO g, OFFICE AREAS AND ALL OTHER ACCESSIBLE AREAS SHALL BE 36" MINIMUM. C. MULTIPLE ACCOMMODATION TOILET FACILITIES THE FRONT OF THE FOUNTAIN. MADE ACCESSIBLE AS SPECIFIED IN THESE REGULATIONS. 2. ABRUPT CHANGES ARE ALLOWED UP TO 1 4" 1. THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO 6. RISERS SHALL BE SUFFICIENTLY SOLID TO PRECLUDE OBJECTS / CHANGES IN LARGER THAN 1/2" 4. WHERE WATER FOUNTAINS ARE PROVIDED, ONE SHALL BE AT LEVEL BETWEEN 1 /4 AND 1/2" SHALL BE BEVELED WITH A 1 • PROVIDE CLEAR AREA 60 DIAMETER X 27 NIGH, OR CLEAR ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT A COMPLYING HEIGHT AND A SECOND ONE AT THE STANDARD SLOPE NO GREATER THAN 1:2. IS .30 x 48". THE MINIMUM SPACE MAY BE POSITIONED FOR 7, STAIRWAY IDENTIFICATION SIGNS SHALL BE PROVIDED AT EACH SPACE 55" X 53" X 27" HIGH, HEIGHT, VIII. ADDITIONS ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS FORWARD OR SIDE APPROACH TO AN OBJECT. THE MINIMUM FLOOR LEVEL LANDING FOR ALL ENCLOSED STAIRWAYS FOUR OR 3. CHANGES IN LEVEL GREATER THAN 1/2" SHALL COMPLY WITH SPACE MAY BE PART OF THE KNEE/TOE SPACE REQUIRED UNDER MORE STORIES IN HEIGHT, OR MULTISTORY BUILDINGS OF OSA AC 2, DOORS (OTHER THAN HANDICAP COMPARTMENTS) ARE NOT TO RAMPS. SOME OBJECTS. HANDICAPPED ACCESS REQUIREMENTS. SIGN INFORMATION SHALL ENCROACH MORE THAN 12" INTO ABOVE MENTIONED CLEAR B. ELECTRICAL REQUIREMENTS THE AREA OF SPECIFIC ADDITION, ALTERATION AND/OR REPAIR, SHALL BE IN RAISED ARABiC NUMERALS AND RAISED BRAILLE SYMBOLS SPACE. COMPLY WITH THE PROVISIONS OF THIS CODE. 4. SLOPES IN THE DIRECTION OF TRAVEL SHALL NOT EXCEED 5% 2; ONE FULL SiDE OF THE CLEAR FLOOR SPACE FOR A WHEEL CHAIR AND SHALL IDENTIFY THE STAIRWAY THE FLOOR LEVEL THE UPPER 1. 15 20 AND 30 AMP. RECEPTACLE OUTLETS SHALL BE (1:20) UNLESS iT COMPLIES WITH RAMP STANDARDS. SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN 3. PROVIDE 28" CLEAR SPACE BETWEEN WATER CLOSET AND " 1. THE PRIMARY ENTRANCE TO THE BUILDING AND SINGLE PATH OF AND LOWER TERMINUS OF THE STAIRWAY AND WHETHER THERE IS INSTALLED NOT LESS THAN 15 ABOVE FLOOR. TRAVEL TO THE SPECIFIC AREAS SHALL BE ACCESSIBLE TO THE ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. !f A CLEAR FLOOR ' FIXTURE OR 32" CLEAR SPACE BETWEEN WATER CLOSET AND 5. SURFACES MUST BE SLIP RESISTANT AS A MEDIUM SALT SPACE iS LOCATED IN AN ALCOVE OR CONFINED ON ALL OR PART ROOF ACCESS. SIGN SHALL BE LOCATED AT ABOUT 5 FEET ABOVE ,WALL 2. CENTER OF SWITCH, INTENDED TO BE USED BY ROOM OCCUPANTS HANDICAPPED PERSONS, FINISH. OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE THE FLOOR LANDING AND BE VISIBLE WITH THE DOOR IN THE FOR THE CONTROL OF LIGHTING RECEPTACLE OUTLETS APPLIANCES OR HVAC EQUIPMENT, SHALL BE LOCATED NOT LESS THAN 36 NOT 6. SURFACE CROSS SLOPES SHALL NOT EXCEED 1:50 GRADIENT PROVIDED. OPEN OR CLOSED POSITION FOR FOUR OR MORE STORY 4. A 48" LONG CLEAR SPACE IS REQUIRED IN FRONT OF WATER 2. RESTROOMS, WATER FOUNTAINS, AND PUBLIC TELEPHONES ENCLOSURE, OR ADJACENT TO THE STRIKE EDGE OF DOOR FOR CLOSET FOR END ENTRY COMPARTMENT. A 60" CLEAR SPACE IS WHICH SERVE SAID SPECIFIC AREAS SHALL BE ACCESSIBLE TO (2%)• " BUILDINGS REQUIRING ACCESS FOR OSA/AC. REQUIRED WHEN THE TOILET COMPARTMENT HAS A SiDE ENTRY MORE THAN 48" ABOVE THE FLOOR, HANDICAPPED PERSONS. 3. PROVIDE A 30 X 60 CLR. FLR. SPACE FOR ALCOVES GREATER 7. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE THAN 15" DEEP AND DESIGNED FOR SIDE APPROACH. DOOR. 3. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS 3, INFORMATION REGARDING HANDICAPPED ACCESSIBILITY SHALL OF GRATINGS WHENEVER POSSIBLE. WHEN GRATINGS MUST BE 5. WATER CLOSET COMPARTMENT DOOR TO PROVIDE 32" CLEAR THAN 15" AFF OR A WORKING PLATFORM. BE POSTED IN LOBBY. LOCATED IN WALKWAYS, OPENINGS SHALL BE UNITED TO A WIDTH FOR END ENTRY AND 34" CLEAR WIDTH FOR SIDE ENTRY, 1/2 IN ANY POTENTIAL DIRECTION OF TRAVEL. DOOR TO BE SELF -CLOSING AND SWING OUT. ,,... 8. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE i LEVEL AREAS AT LEAST 60"x60" AT INTERVALS OF AT LEAST - 4 200' FOR PASSING. � d Ipp ■ A R C H I T EL";k T ZA0 S" 333 El Camino Real Tustin, Califomia 92680 Tel. 714/832-3333 Fax. 714/838-2065 rengelofrice@rengelarch.com History record: Z A z E 0 0) C 0 N 0 0 C Revisions: �S to C 5, 05.27.03 PLAN CHECK CL 0 C fl. _C 0 C v v �0 w U Stamp: a 2. S0 A&C N * 14199 11/03 ST °OOooseo°°°°° l; s"1► '9T O S1 F of GNP- F L 0 E 0 Project name: C tQ FLEET BOSTON 2020 E. FIRST STREET �o 0 SUITE 101 2. SANTA ANA4 CA .4 t� 0 U Z3 10- 0. Sheet title: 0 TITLE 2 4 D" 1!43"A B L E �S .0 ACCESS.IBILI 0 NOTES �i Q 0 Z Date: 04.15.03 0 Drawn by: N R.C.A. Project #: 0302$ 'L File name: Projects/1-Colton/2020 E. First/Fleet Boston 4 M Sheet: 0 Cq 0}AD1 CL 0 U CHECKING: THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND SPECIFICATIONS FURNISHED HIM IMMEDIATELY UPON THEIR RECEIPT AND PROMPTYLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FIGURES MARKED ON DRAWINGS SHALL IN GENERAL BE FOLLOWED. IN PREFERENCE TO SCALE MEASUREMENTS. LARGE SCALE DRAWINGS SHALL IN GENERAL GOVERN SMALL SCALE DRAWINGS. DOOR, FINISH HARDWARE, ETC. SCHEDULES SHALL GOVERN OVER DRAWINGS. THE CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE LAYING OUT THE WORK AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDTHEREBY. WHEN MEASUREMENTS ARE AFFECTED BY EXISTING CONDITIONS THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AFFECTING NEW WORK. CONDITIONS AND AFFECTING THE WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING TAKEN STEPS REASONABLY NECESSARY TO ASCERTAIN THE NATURE AND LOCATION OF THE WORK, AND THE GENERAL AND LOCAL CONDITIONS WHICH CAN AFFECT THE WORK OR THE COST THERE OF. ANY FAILURE BY THE CONTRACTOR TO DO SO WILL NOR RELIEVE HIM FROM RESPONSIBILITY FOR SUCCESSFULLY PEFORMING THE WORK WITHOUT ADDITIONAL EXPENSE TO THE TENANT. EDVIATIONS: DEVIATIONS FROM THE DRAWINGS AND THE DIMENSIONS THERE IN GIVEN, WHETHER OR NOT ERROR IS BELIEVED TO EXIST, SHALL BE MADE ONLY AFTER WRITTEN AUTHORITY IS OBTAINED FROM. THE ARCHITECT/OWNER. COORDINATION COORDINATE ALL TRADES TO INSURE A SMOOTH AND ORDERLY PROGRESSION OF WORK. PROGRESS MEETINGS THE ARCHITECT/OWNER MAY/WILL REQUIRE JOB PROGRESS MEETINGS DURING THE PROCESS OF CONSTRUCTION.. THE CONTRACTOR AND ANY/OR ALL OF HIS SUBCONTRACTORS SHALL ATTEND THESE MEETINGS AS DIRECTED BY THE ARCHITECT/OWNER. CONFLICTING INFORMATION: IN CASE OF CONFLICT BETWEEN SECTIONS OF THE SPECIFICATIONS AND/OR THE DRAWINGS, THE CONTRACTOR SHALL BID THE MOST EXPENSIVE ALTERNATE. PROTECTION THE CONTRACTOR SHALL TAKE PROPER SAFETY AND HEALTH PRECAUTIONS TO "PROTECT THE WORK, THE PUBLIC, AND THE PROPERTY OF OTHERS. HE SHALL ALSO BE RESPONSIBLE FOR ALL MATERIALS DELIVERED AND WORK PERFORMED UNTIL COMPLETION AND ACCEPTANCE OF THE ENTIRE CONSTRUCTION WORK. SHOP DRAWINGS FURNISH THREE (3) SETS OF SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO ORDERING ALL MATERIALS AND EQUIPMENT. PRE -BID AND PRE -CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL ATTEND THESE CONFERENCES AS ARRANGED BY THE ARCHITECT/OWNER. PUBLIC UTILITIES SEND PROPER NOTICES, MAKE ALL NECESSARY ARRANGEMENTS, AND PERFORM ALL OTHER SERVICES REQUIRED IN THE CARE AND MAINTENANCE OF ALL PUBLIC UTILITIES. ASSUME ALL RESPONSIBILITY CONCERNING SUCH WORK FOR WHICH THE OWNER MAY BE LIABLE, PRODUCT ORDERING FAILURE TO PLACE ORDERS FOR SPECIFIED EQUIPMENT OR MATERIAL SUFFICIENTLY IN ADVANCE OF HIS SCHEDULED DATE OF INSTALLATION WILL NOT BE CONSIDERED AS A VALID REASON UPON WHICH THE CONTRACTOR MAY BASE HIS REQUEST FOR ANY SUBSTITUTIONS OR FOR ANY DEVIATIONS FROM THE DRAWING AND SPECIFICATIONS. PROJECT RECORD DOCUMENTS THE CONTRACTOR SHALL MAINTAIN IN THE JOB SITE A COMPLETE "ASBUILT" RECORD SET OF BLUE LINE PRINTS: THIS SET SHALL BE CORRECTED DAILY WITH RED PENCIL TO SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DOCUMENTS AND SHALL BE MARKED TO SHOW THE PRECISE HORIZONTAL AND VERTICAL LOCATION OF CONCEALED WORK. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTOR TO MAKE CHANGES IN THE LAYOUT WORK WITHOUT DEFINITE INSTRUCTIONS IN EACH CASE. DIVISION 2: SITE WORK GENERAL PROTECTION AND SAFETY ORGANIZE AND PROSECUTE WORK AS REQUIRED TO ASSURE PROTECTION OF INDIVIDUALS AND EXISTING IMPROVEMENTS AFFECTED BY DEMOLITION AND REMOVAL OPERATIONS. PROVIDED WARNING SIGNS, LIGHTS, BARRICADES AND ALL OTHER PROTECTIVE. DEVICES REQUIRED TO ASSURE SAFE PRACTICES. THE WORK SHALL PROCEED IN SUCH A MANNER TO MINIMIZE THE SPREAD OF DUST AND FLYING DEBRIS. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S).' PROVIDE AND PLACE BRACING OR SHORING AND BE REPONSIBLE FOR SAGETY AND SUPPORT OF STRUCTURE(S). ASSUME LIABILITY FOR INJURY. CEASE OPERATIONS AND NOTIFY ARCHITECT IMMEDIATELY IF SAFE OF STRUCTURE APPEARS ENDANGERED. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED AND ASSURED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF ALL WORK. WORK WHICH IS TO REMAIN WHICH AHS BEEN DAMAGED BY ANY CAUSE SHALL BE REPAIRED, PATCHED, OR REPLACED TO MATCH CONTIGUOUS WORK, TO SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER. ALLOW FOR REMOVAL OF EXISTING AND PLACING OF NEW WORK, AND CAUSE LEAST INTERFERENCE WIHT .OWNER'S OCCUPANCY REQUIREMENTS. RUBBISH, DEBRIS, MATERIALS, AND EQUIPMENT NOT TO BE SALVAGED RESULTING FROM DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE SITE. TO APPROVED ESTABLISHED DUMP SITES AND SHALL NOT BE ALLOWED TO ACCUMULATE. DISPOSAL OF REFUSE DEBRIS AND ACCIDENTAL LOSS OR DAMAGE ATTENDANT THERE TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL IN NO WAY INVOLVE THE OWNER. WHERE SUBSURFACE PIPELINES, CONDUITS, ETC., THAT ARE IN SERVICE ARE KNOWN TO EXIST IN THE PATH OF CONSTRUCTION, THEIR PRESENCE WILL BE INDICATED ON THE DRAWINGS OR ON REFERENCE MATERIALS AVAILABLE TO THE CONTRACTOR. ANY LINE TO BE MOVED SHALL BE UNCOVERED AND MOVED, OR OFF AND REROUTED IN COOPERATION WITH OTHER TRADES SO AS TO MAINTAIN CONTINUITY OF SERVICES, AS DIRECTED BY OWNER, WITHOUT ADDITIONAL EXPENSE TO OWNER. SPRINKLE MATERIAL WHILE BEING HANDLED AND LOADED INTO TRUCKS TO SETTLE THE DUST, TO RELIEVE THE ANNOYANCE TO THE BALANCE OF THE PREMISES AND TO THE ADJOINING AREA. UTILITIES PRIOR TO ALL SITE CLEARING WORK, SHUT OFF OF MECHANICAL AND ELECTRICAL UTILITIES SHALL BE COORDINATED WITH THE UTILITY AND LOCAL AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL MINIMIZE OR PREVENT ANY UTILITY OUTAGES, ALL WORK REQUIRED TO RELOCATE ESSENTIAL SERVICES SHALL BE COMPLETED BEFORE DEMOLITION OF EXISTING LINES WITH OWNER APPROVAL. WORKMANSHIP COMPLETE DEMOLITION IN AN ORDERLY AND CAREFUL MANNER. REMOVE AND UNDERTAKE DEMOLITION IN A DELIBERATE AND SYSTEMATIC MANNER, TAKING NOTE OF ALL MATERIALS AND SYSTEMS ENCOUNTERED. ENSURE THAT NO EXISTING CONSTRUCTION NECESSARY TO ACCOMMODATE NEW CONSTRUCTION, OR AS REQUIRED BY DRAWINGS. PERFORM WITH EXPERIENCED SYSTEMS AND AT TIMES PERMITTED BY THE OWNER. LEGALLY DISPOSE OF ALL DEBRIS OFF SITE AND DO NOT ALLOW ACCUMULATIONS. REMOVE, PROTECT, AND STORE DESIGNATED ITEMS FOR SALVAGE AND REWORK. FULLY COORDINATE WORK WITH OWNER OTHER TRADES TO ASSURE COMPLETION WITH LEAST POSSIBLE DELAY AND INTERFERENCE. REMOVE ABANDONED ELECTRICAL AND TELEPHONE CONDUIT THAT INTERFERES WITH APPLICATION OF NEW MATERIALS OR RESTRICTS WORKING SPACE NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. PRESERVE AND PROTECT ALL TELEPHONE BACKBOARDS. REMOVE ABANDONED MECHANICAL EQUIPMENT, DUCTWORK, PIPING AND RELATED MATERIALS THAT INTERFERES WITH THE APPLICATION OF NEW MATERIALS OR RESTRICTS WORKING SPACE NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. EXPOSED REINFORCING WHICH IS TO BE INCORPORATED INTO NEWWORK SHALL BE CLENANED AND LEFT INTACT; OTHERWISE REINFORCINGOR ANCHORS NOT REQUIRED TO REMAIN SHALL BE NEATLY CUT BACK AND REMOVED. GENERAL MATERIALS CONFORM . TO ASTM C-150 TYPE 11. USE ONLY ONE BRAND OF CEMENT THROUGHOUT. FULL STRENGTH IN 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. MINIMUM. SLUMP TO BE 4 1 /2" MAXIMUM FOR FOOTINGS AND 3" FOR SLABS ON GRADE. WATER IS TO BE CLEAN AND FREE FROM DELETERIOUS MATERIALS. AGGREGATED TO CONFORM TO ASTM C-33, CLEAN BRANO, DURABLE 3/4" MAXIMUM AGGREGATED SIZE. BARS DEFORMED BILLEDT STEEL BARS CONFORMING TO ASTM A-615-40, FOR #5 AND SMALLER, AND ASTM A-615-60 FOR #6 AND LARGER. REINFORCEMENT SHALL BE AS LONG AS POSSIBLE, AND FREE FROM RUST, SCALE OR COATINGS. SPLICES SHALL BE LAP AS REQUIRED BY CODE. SLAB REINFORCEMENT 6" x 6"-10/10. LAP MINIMUM ONE MESH WIDTH AND TIE ALONG SPLICES AT 12" O.C. PROVIDE #4 DOWELS AT 24" O.C. AT OFFICES TRENCHES. GROUT SHALL BE NON -SHRINKING AND HAVE A MINIMUM COMPRESSED STRENGHT OF2,500 P.S.I. IN SEVEN DAYS. SCOPE: SLAB, WALKWAYS, REINFORCING STEEL, SHOP DRAWINGS AND AS OTHERWISE INDICATED AND REQUIRED IN DRAWINGS AND SPECIFICATIONS. FINISHES EXTERIOR CONCRETE PAVING, BROOM FINISH. (MIX TO EQUAL CITY'S SPECIFICATIONS). INTERIOR SLABS- STEEL TROWLED. SLABS ON GRADE SLABS ON GRADE SHALL NOT BE LESS THAN 4"THICK UNLESS NOTED OTHERWISE. PROTECTION AND CURING COVER AND PROTECT SLAB WITH "SISAL KRAFT" PAPER WEIGHTED DOWN AND SEALED AND MOIST CURE UNTIL FULL DESIGN STRENGTH IS REACHED, AND FOR AT LEAST 10 DAYS AFTER CONCRETE IS PLACED, INCLUDING WEEKENDS AND HOLIDAYS. MOIST CURE WITH FOG MIST. UNLESS NOTED OTHERWISE. FLQQR PREPARATION A. EACH INDIVIDUAL SUBFLOOR SHALL BE INSPECTED TO DETERMINE IF ANY SPECIAL REQUIREMENTS ARE NEEDED TO MAKE IT A SUITABLE SUBSTRATE FOR THE FINISH FLOORING. NEW CONCRETE MUST BE CLEAN, DRY AND CURED. IT MUST BE FREE OF CURING OR SEALING AGENTS THAT MIGHT INTERFERE WITH THE ADHESIVE. THE GENERAL CONTRACTOR MUST SUBMIT A REPORT ON MOISTURE CONTENT IN THE SLAB. FOR EVER 500-600 SQUARE FEET OF FLOOR VERIFY THE PRESENCE OF MOISTURE VISUALLY BY MEANS OF RUBBER MET TEST IN ACCORDANCE WITH ASTM D 4263. IF PRESENT, DETERMINE AMOUNT OF MOISTURE IN CONCRETE SLAB BY USE OF ANHYDROUS CALCIUM CHLORIDE. A POWDERY SURFACE MAY REQUIRE THE USE OF A SEALER COMPATIBLE WITH THE ADHESIVE SEAL UNDER VCT OR SHEET VINYL AREAS WITH EPDXY SEALER. TO PROVIDE "A SUITABLE SURFACE FOR GLUE -DOWN CARPET. B. IN THE EVENT OF MOISTURE READINGS IN EXCESS OF 7LBS. PER 1,000 IN A CALCIUM CHLORIDE TEST, CONTACT QQLTQN,, QAPITAL COMPANY FOR IMPLEMENTATION OF WATER-PROFING INSTALLATION. C. PATCHING OF CRACKS AND DEPRESSIONS SHOULD BE WITH A LATEX PATCHING COMPOUND CONSISTING OF PORTLAND CEMENT, FINE SILICA SAND AND LIQUID LATEX. EXTRA CARE SHOULD BE TAKEN IN FILLING CRACKS IN MEZZANINE DECKS, PATCHING COMPOUND MUST FILL THE VOID COMPLETELY, MAKING SURE MATERIAL EXTENDS TO FULL DEPTH OF THE CRACK, D. EXISTING CONCRETE MUST BE CLEAN, DRY AND FREE OF PAINT ,DIRT, ADHESIVE AND OILS. CRACKS NAD HOLES OR DEPRESSIONS SHOULD BE LEVELED AND HIGH AREAS SHOULD BE GRINDED. LIGHT GAUGE METAL FRAMING SCOPE: 1. FOR NONBEARING STEEL STUDS SEE DIVISION 9. DELIVERY PROTECT METAL FRAMING UNITS FROM RUSTING AND DAMAGE. DELIVER TO PROTECT SITE IN MANUFACTURER'S UNOPENED CONTAINERS OR BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE. STORE OFF GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATER PROOF COVERINGS. PRODUCT SYSTEM COMPONENTS: PROVIDE TOP AND BOTTOM RUNNERS BLOCKING, UNTELS, CUPS ANGELS, SHOES, REINFORCEMENTS FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER. MATERIALS: SEE PARTITION SCHEDULE ON SHEET .6.1.0 EXECUTION PROVIDE FURRING AROUND EXPOSED PIPES AND DUCTS IN AREAS WITH FINISH CEILINGS AND WHERE PIPES AND STRUCTURAL COLUMNS PROTRUDE WITHIN FINISHED WALLS. COORDINATE WITH OTHER TRADES AND PROVIDE FOR MISC. ADDITIONAL FRAMING TO ALLOW FOR LIGHT FIXTURES, ACCESS PANELS, HVAC GRILLES AND DIFFUSERS, HANDRAIL BRACKETS, ETC. FURNISH AND INSTALL ALL MISC. FURRING AND FRAMING TO ALLOW FOR PROPER DRYWALL SUPPORTS. PROVIDE WALL BRACING AS REQUIRED BY CODE. PROVIDE METAL FRAMING AT SOFFITS, COLUMN FURRING, ETC., WHERE INDICATED ON THE DRAWINGS. PROVIDE FIRE STOPS AS REQUIRED BY CODE. FURR ALL FREE STANDINGS COLUMNS WITHIN DEVELOPED OFFICE AREA. STRUCTURAL STEED AND MISCELLANEOUS METAL SCOPE STEEL REINFORCING PLATES, WELDING, STEEL PIPE COLUMNS AND STEEL STUDS. REFER TO STRUCTURAL PLANS. MATERIA�z AND (QUALITY ALL STEEL PLATES AND SHAPES SHALL BE STRUCTURAL GRADE STEEL AND SHALL MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF STEEL FOR PORRIDGES AND BUILDINGS, ASTM A-36. ALL WELDING SHALL BE COMPLETED BY CERTIFIED WELDERS APPROVED BY THE BUILDING DEPARTMENT. CONTINUOUS INSPECTION IS REQUIRED FOR STRUCTURAL WELDING UNLESS PERFORMED IN AN APPROVED FABRICATION SHOP. SPECIAL INSPECTIONS SHALL BE PROVIDED BY OWNER. STRUCTURAL STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A-53. BOLTS, ASTM A-307. CABINET WORK SCOPE: CABINET CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS, INCLUDING HARDWARE LISTED BELOW, TO FABRICATE CABINETRY AS SHOWN ON PLANS. INCLUDED AS PART OF THIS WORK BUT NOT NECESSARILY LIMITED TO: 1. ARCHITECTURAL CASEWORK. 2. CASEWORK FINISH HARDWARE. STANDARDS ALL WORK OR THIS SECTION SHALL CONFORM TO THE WOODWORK INSTITUTION OF CALIFORNIA (WIC) ECONOMY GRADE FOR OPAQUE FINISHES AND PLASTIC LAMINATES. MATERIALS CASE BODY: SHALL BE 3/4" PARTICLE BOARD WITH D.F. PLYWOOD PAINT GRADE AT CABINET FACE UNLESS OTHERWISE NOTED. PLASTIC LAMINATE: COUNTERTOPS AND BACKSPLASHES: 1. INTERIOR GRADE PLYWOOD OR PARTICLE BOARD OF MINIMUM 3/4" THICKNES. 2. .039 THICK, GENERAL PURPOSE TYPE (HIGH- PRESSURE) PLASTIC LAMINATE WITH GLOSSOMETER RATING LENGTHWISE OF 6+-2. CABINET INTERIORS: WHITE "MELAMINE" HARDWARE DRAWER AND CABINET PULLS TO BE 4" SATIN STAINLESS STEEL HINGES AT DOORS TO BE CONCEALED. DRAWERS TO HAVE ROLLER -GLIDE SUPPORTS. INSTALLATION COUNTERS SHALL BE INSTALLED LEVEL AND TRUE AND CAREFULLY SCRIBED TO ADJACENT SURFACES. INSTALLER SHALL PERFORM ALL CUTTING AND FITTING FOR ELECTRICAL WORK AS SHOWN ON DRAWINGS, PROTECTION PROTECT FINISH MATERIALS DURING TRANSIT, DELIVERY, AND STORAGE AND HANDLING. INSTALLATION OF INTERIOR FINISH CARPENTRY MATERIALS SHALL NOT BE STARTED UNTIL THE BUILDING IS WEATHERTIGHT AND WET WORK HAS BEEN COMPLETED IN INSTALLATION AREAS. z11 INSULATION SCOPE: EXTENT OF INSULATION WORK IS SHOWN ON DRAWINGS BY GENERIC NAME OR BY ABBREVIATIONS. APPLICATIONS OF INSULATION SPECIFIED INCLUDE THE FOLLOWING: 1. BATT TYPE CEILING AND SOFFIT INSULATION (R-19 UNBACKED). 2. BATT TYPE INSULATION R-1 1 , UNBACKED, FOR SOUND INSULATION AT INTERIOR WALLS. 3. BATT TYPE IN 2 1 /2 FURRED WALLS.. MATERIALS SHALL BE MINERAL/GLASS FIBER BLANKET/BATT INSULATION TO BE INORGANIC FIBERS FORMED INTO FLEXIBLE RESILIENT BLANKETS OR BATTS; DENSITY AS INDICATED, BUT 1.0 POUND MINIMUM;* K-VALUE OF .27; MANUFACTURER'S STANDARD LENGTHS AND WIDTHS AS REQUIRED TO COORDINATE WITH SPACES TO BE INSULATED, ALL INSULATION SHALL BE FLAME RETARDANT TO MEET CODES AND FIRE DEPARTMENT REQUIREMENTS. ROOFING AND ACCESSORY INSTALLATIONS SCOPE: FURNISH INCLUDING CANT STRIPS AND INCORPORATING OTHER TRADES, FLASHING, SLEEVES AND JACKS. ROOFING SHALL MEET UNDERWRITERS LABORATORIES, CLASS 'B' STANDARDS AS A FIRE RETARDANT ROOFING ASSEMBLY. WEIGHT OF ROOFING ASSEMBLY SHALL NOT EXCEED 250 POUNDS PER 100 SO. FT. EXISTING ROOF TO REMAIN AS INTACT AS POSSIBLE. ALL NEW PATCHING AND RE -ROOFING REQUIRED TO PROVIDE A WATER -TIGHT SYSTEM SHALL BE APPLIED PER THE CURRENT MANUFACTURER'S SPECIFICATIONS AND BE COMPATIBLE WITH THE EXISTING ROOFING ASSEMBLY. ROOFING CONTRACTOR SHALL ISSUE A TWO YEAR WATERTIGHT GUARANTEE AND ADVISE GENERAL CONTRACTOR OF PROPER PROTECTION OF ROOF MEMBRANE. M r 016181 WORK INCLUDED: SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE FABRICATION, FURNISHING AND INSTALLATION OF FRAMES, DOORS, AND HARDWARE. RELATED WORK INCLUDES FINISH HARDWARE, FLASHINGS, AND SHEET METAL. COMPLY WITH ALL CODES AND STANDARDS INCLUDING UNDERWRITER'S LABORATORY AND NATIONAL FIRE PROTECTION ASSOCIATION FOR ALL APPLICABLE FIRE RATED DOOR DESIGNATIONS. PRODUCT AND EXECUTION ALL INTERIOR DOOR FRAMES SHALL BE "TIMELY" OR WESTERN -INTEGRATED PRE -FINISHED BLACK FRAMES, COMMERCIAL GRADE, RATED WHERE REQUIRED (MIN. 18 GA.) UNLESS NOTED OTHERWISE. DOOR FRAMES SHALL BE PROVIDED WITH FACTORY SILENCER; (3 PER DOOR). INTERIOR WOOD DOORS SHALL BE 3'-0" x 8'-0" x 1 3/4" SOLID CORE PLAIN SLICE WOOD, RATED WHERE REQUIRED, UNLESS NOTED OTHERWISE. 'MATCH EXISTING". UNDERCUT ALL DOORS AS REQUIRED FOR PROPER FLOOR COVERINGS. SEE ALSO MECHANICAL DRAWINGS. ALL HARDWARE SHALL COMPLY WITH (TITLE 24) VERIFY COLOR REQUIREMENTS WITH ARCHITECT. FURNISH ALL BATHROOM SIGNAGE (TITLE 24) VERIFY COLOR REQUIREMENTS WITH ARCHITECT. SPRAY ALL CLOSURES TO MATCH HARDWARE FINISH. HARDWARE SCHEDULE SHALL BE AS NOTED ON SHEET A1.0 NO SUBSTITUTE IS ALLOWED UNLESS APPROVED IN WRITING BY OWNER'S REPRESENTATIVE ON FINAL PLANS. ALL PRESSED STEEL FRAMES SHALL BE OF WELDED JOINT TYPE, 16 GAUGE, TYP. U.N.O. HOLLOW METAL DOOR SHALL BE 1-3/4" THICK HOLLOW METAL, 18 GAUGE, TYP. U.N.O. ALUMINUM DOORS AND WINDOWS SCOPE: FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ACCESSORIES AND SERVICE REQUIRED FOR THE COMPLETE INSTALLATION OF ALUMINUM ENTRY DOORS AND ALUMINUM. INCLUDE AS PART OF THIS WORK BUT NOT NECESSARILY LIMITED TO: 1. ALUMINUM FIXED. 2. ALUMINUM DOOR. 3. GLASS AND GLAZING. CODES AND STANDARDS THE SYSTEMS PROPOSED FOR USE SHALL MEET THE AMERICAN NATIONAL STANDARD ANSI/AAMA 302.9. 1998 BY AMERICAN ALUMINNUM MANUFACTURERS ASSOCIATION AND ALL APPLICABLE BUILDING CODES. THE SYSTEM PROPOSED SHALL ALSO MEET THE PERFORMANCE STANDARDS OF ASTM E330. MATERIALS. GRADES AND FINISHES THE PROPOSED SYSTEM SHALL MATCH THE EXSITING WINDOW AND DOOR SYSTEM UNLESS NOTED OTHERWISE. FABRICATION AND INSTALLATION FABRICATION SHALL BE CONCERNED WITH BUT NOT LIMITED TO: CONCEALING FASTENERS WHEREVER POSSIBLE, PROVIDING ADEQUATE MEANS FOR EXPELLING COLLECTED MOISTURE, MAKING ADEQUATE PROVISION FOR EXPANSION BETWEEN COMPONENT PARTS AS WELL AS INDIVIDUAL PARTS AND REMOVING EXPOSED SURPLUS METAL FROM JOINTS AND PRESS SMOOTH. PROTECT DISSIMILAR METALS FROM CONTACT WITH EACH OTHE� OR WITH OTHER MATERIALS WHICH CAUSE CORROSIVE ACTION. ALL FITTINGS AND FLASHINGS ARE TO BE SQUARE, PLUMB AND TRUE, SECURELY ANCHORED AND WATERTIGHT. COORDINATE OPENING FRAME DETAILS WITH DETAILS OF ADJACENT WORK TO ASSURE PROPER ATTACHEMENTS, SEALED JOINTS, TIGHT FLASHING, ETC. ALLOW FOR ADJUSTMENT OF ATTACHMENTS OF FRAMES TO BUILDING WALL. COORDINATE OPENING FRAME DETAILS WITH DETAILS OF ADJACENT WORK TO ASSURE PROPER ATTACHEMENTS, SEALED JOINTS, TIGHT FLASHING, ETC. ALLOW FOR ADJUSTMENT OF ATTACHMENTS OF FRAMES TO BUILDING WALL. GT SYSTEM 1100 "WHISPERSLIDE" SERIES MODEL 1175 SUGGESTED ARCHITECTURAL SPECIFICATIONS GENERAL DESCRIPTION FURNISH AND INSTALL AUTOMATIC EQUIPMENT AS INDICATED ON DRAWINGS AND SPECIFICATIONS. RELATED WORK SPECIFIED QUALITY ASSURANCE MANUFACTURER'S QUALIFICATIONS: PRODUCTS SPECIFIED SHALL BE REPRESENTED BY A FACTORY AUTHORIZED AND TRAINED DISTRIBUTOR. DISTRIBUTOR SHALL MAINTAIN A PARTS INVENTORY AND TRAINED SERVICE PERSONNEL CAPABLE OF PROVIDING SERVICE. ALL AUTOMATIC EQUIPMENT TO COMPLY WITH ANSI A156.10. GYRO TECH EQUIPMENT AS MANUFACTURED BY NABCO ENTRANCES, INC. HAS BEEN SPECIFIED AND SHALL BE QUOTED AS A BASE BID. OTHER SYSTEMS CAN BE QUOTED ALONG WITH INFORMATION SPECIFICALLY DETAILING THE DIFFERENCES FROM THE FOLLOWING SPECIFICATION. SUBMITTALS SHOP DRAWINGS SHOWING COMPLETE ELEVATIONS, DETAILS AND METHODS OF ANCHORAGE TO LOCATION; INSTALLATION OF HARDWARE; SIZE, SHAPE, JOINTS AND CONNECTIONS; AND DETAILS OF JOINING WITH OTHER CONSTRUCTION. TEMPLATES AND DIAGRAMS AND/OR SHOP DRAWINGS AS NEEDED SHALL BE FURNISHED TO FABRICATORS AND INSTALLERS OF RELATED WORK FOR COORDINATION OF SLIDING DOOR SYSTEM WITH CONCRETE WORK, ELECTRICAL WORK, AND OTHER RELATED WORK. A COPY OF APPROPRIATE MANUAL SHALL BE PROVIDED TO OWNER'S REPRESENTATIVE UPON COMPLETION OF INSTALLATION. WARRANTY POWER OPERATORS, CONTROLS AND LABOR PROVIDED BY AUTOMATIC SLIDING DOOR EQUIPMENT INSTALLER AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP, AT NO COST TO OWNER, FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. PROVIDE WARRANTY TO OWNER AFTER COMPLETION OF INSTALLATION. COMPLIANCE A COMPLETED AMERICAN ASSOCIATION OF AUTOMATIC DOOR MANUFACTURER (AAADM) COMPLIANCE FORM SHALL BE SUBMITTED AS PROOF OF COMPLIANCE WITH ANSI A156.10 STANDARD FOR POWER OPERATED PEDESTRIAN DOORS. DOOR(S) SHALL BE INSPECTED AND FORM SHALL BE SIGNED BY AN AAADM CERTIFIED INSPECTOR PRIOR TO PLACING DOOR(S) IN OPERATION. PRODUCTS APPROVED MANUFACTURER AUTOMATIC EQUIPMENT AND CONTROLS SHALL BE MANUFACTURED BY: NABCO ENTRANCES INC. S82 W18717 GEMINI DRIVE P.O. BOX 906 MUSKEGO, WI 53150 PHONE: (877) 622-2694 FAX: (888) 679-3319 CONTACT PETE TRAVATO WITH STOREFRONT DOOR Col 714-842-1337 AUTOMATIC GT "WHISPERSLIDE" SYSTEM GT MODEL # 1175 WHISPERSLIDE .AS INDICATED ON DOOR SCHEDULE AND DETAILS. MODE OF OPERATION: SLIDING DOOR SHALL BE DRIVEN BY AN ELECTRO-MECHANICAL OPERATOR WITH A MICRO -COMPUTER CONTROL SYSTEM. THE DOOR WILL BE PULLED FROM CLOSED TO OPEN AND OPEN TO CLOSE POSITION STOPPING THE DOOR IN BOTH DIRECTIONS BY ELECTRICALLY REDUCING THE VOLTAGE, STALLING DOOR AGAINST MECHANICAL STOP. OPENING, CLOSING SPEEDS AND HOLD OPEN TIME SHALL BE ADJUSTABLE. A REINFORCED TIMING BELT SHALL BE USED TO CONVERT ROTATING MOTION FROM THE OPERATOR SPROCKET INTO HORIZONTAL MOTION OF THE DOOR. COMPONENTS: ALUMINUM DOORS, SIDELITES, OPERATOR HOUSING AND FRAME. ROLLERS -SUPPORT, ANTI -RISER AND GUIDE. DOOR CARRIER HANGER ASSEMBLY, BREAKAWAY LATCH, LIMITING ARM AND DOOR LOCK. AIR INFILTRATION AND INTRUSION PROTECTION EQUIPMENT. GYRO TECH WHISPERSLIDE POWER CLOSE OPERATOR WITH MICRO -COMPUTER CONTROL. (OPTIONAL) ACCESS SECURITY EQUIPMENT 1A) DOOR PANEL(S) AND SIDELITE(S) PANEL SHALL BE FACTORY ASSEMBLED WITH 3/8"-16 THREADED TIE RODS SPANNING FULL LENGTH OF TOP AND BOTTOM RAILS. SNAP -IN ,GLASS STOP WITH INTEGRAL EXTRUDED VINYL STANDOFF TO ACCOMMODATE GLASS FLEXING. A HORIZONTAL MUNTIN BAR >TO PROVIDE GLASS PROTECTION. >1 B) OPERATOR HOUSING SECTION SHALL BE THREE PIECE CONSTRUCTION 6-1 /2"(165.10 MM) BY 7-1 /2"(190.5 MM) 'EXTRUSION WITH ENCLOSED END CAPS. ALL HEADER SECTIONS >SHALL HAVE A MINIMUM THICKNESS OF 0.140" (3.6MM) AND SHALL BE FABRICATED OF 6063-T5 ALUMINUM ALLOY. 1 C) SIDELITE CONFIGURATION SHALL BE FIXED, FULLER kC 1 D) FINISH: A ' MINUM ALL HAVE A STANDARD FINISH OF AA-M12_C22 31 (20 1, CLE R AA 1X BRONZE). BLA ANDS CIAL IS AV ABLE REQUEST. Avg fu�*� M 1 E) VERTICAL JAMBS SHALL BE OF 1-3/4" (44.4MM) BY 4-1/2 (1 14.3MM) EXTRUDED ALUMINUM TUBES. 1-3/4" (44.45MM) BY 6-3/8" (161.93MM) FOR POCKET TYPE UNITS. OPTIONAL FRAMING AVAILABLE. 2A) THE DOOR ASSEMBLY SHALL RIDE ON TWO 2-11 /16" (68.3MM) DIA. SUPPORT ROLLERS INCORPORATING LUBRICATED SEALED BALL BEARINGS RATED AT 250 LBS. EACH. THE DOOR SHALL BE HELD ON THE TRACK BY MEANS OF TWO 2-7/16" (62.2MM) ANTI -RISER ROLLERS. LATERAL ADJUSTMENT OF THE DOOR ASSEMBLY SHALL PROVIDE POSITIVE SEALING AT DOOR EDGES. DOOR HEIGHT SHALL BE ADJUSTABLE BY f 9/32" < (7.1 MM). 2B) FIXED SIDELITE AND POCKET UNITS - EACH DOOR SHALL INCLUDE ONE GUIDE ASSEMBLY INCORPORATING DOUBLE ROLLERS< WITH SLEEVE BUSHINGS. GUIDE ASSEMBLY SHALL BE ATTACHED TO THE DOOR WITH 10 GAGE (3.44MM) THICK FORMED GUIDE BRACKET. ALL STEEL BRACKETS AND FITTINGS SHALL BE PLATED FOR CORROSION RESISTANCE. 2C) FULL OPEN UNITS - EACH DOOR SHALL INCLUDE ONE GUIDE ASSSEMBLY INCORPORATING ONE ROLLER AND GUIDE PISTON RIDING IN A SURFACE OR RECESSED FLOOR TRACK ASSEMBLY. 3A) ENTRANCE SYSTEMS SHALL HAVE DOOR PANELS ATTACHED TO A DOOR CARRIER HANGER ASSEMBLY BY MEANS OF AN ADJUSTABLE SUPPORT ROD PIVOT ASSEMBLY AND CORROSION RESISTANT ADJUSTABLE BREAKAWAY RELEASE LATCH HOLDING PANEL IN THE CLOSED POSITION UNDER NORMAL AUTOMATIC OPERATION. THE SUPPORT ROD PIVOT ASSEMBLY ALLOWS THE DOOR PANEL TO BE BROKEN OUTWARD AT ANY POINT 1N THE DOOR'S OPENING OR CLOSING CYCLE ALLOWING FOR SAFE EMERGENCY EGRESS IN COMPLIANCE WITH NFPA 101. THE DOOR PANEL IN THE BREAKOUT MODE DISCONNECTS THE POWER TO THE CONTROL CIRCUIT INHIBITING AUTOMATIC DOOR OPERATION. THE CONTROL CIRCUIT SHALL BE RESETTABLE BY RE-ENGAGING THE DOOR PANEL WITH THE DOOR CARRIER HANGER ASSEMBLY. BREAKAWAY PRESSURE SHALL BE FIELD ADJUSTABLE (5-50 LBS.) TO MEET LOCAL BUILDING CODE REQUIREMENTS BUT WILL BE FACTORY SET AT 50 LBS. MAXIMUM. /%VA%, (+ ft►%04- 0T 3B) DOOR ASSEMBLY SHALL HAVE A LIMITING ARM TO CONTROL THE DOOR AS IT SWINGS IN THE DIRECTION OF EGRESS. 3C) THE ACTIVE DOOR WILL INCORPORATE A TWO POINT LOCK SECURING THE LEAD STILES AND DOOR CARRIER HANGER . ASSEMBLY. IN THE CASE OF A SINGLE SLIDER, SECURING AT THE JAMB AND DOOR CARRIER HANGER ASSEMBLY. THE LOCK ASSEMBLY WILL INCORPORATE A KEY CYLINDER ON THE EXTERIOR AND A THUMB TURN ON THE INTERIOR IN ACCORDANCE WITH NFPA 101. 4) DOUBLE PILE WEATHERSTRIPPING ON THE LEAD EDGE OF THE SLIDING DOOR(S) .36" THICK (9.1 MM) INCLUDING THE AREA OF THE LOCK. 4A) 11/16" (17.3MM) WIDE NYLON BRUSH WEATHERSTRIPPING ON THE VERTICAL STILE OF BOTH THE SLIDING DOOR PANEL(S) AND SIDELITE(S) PANELS 4B) 11 /16" (17.3MM) WIDE NYLON BRUSH WEATHERSTRIPPING MOUNTED ON DOOR BOTTOM. 5) GYROTECH WHISPERSLIDE POWER OPERATOR: COMPLETELY ASSEMBLED AND SEALED UNIT WHICH SHALL 114CLUDE GEAR -DRIVEN TRANSMISSION, AND BEARINGS, ALL LOCATED IN CAST ALUMINUM HOUSING AND FILLED WITH SPECIAL LUBRICANT FOR EXTREME TEMPERATURE CONDITIONS. ATTACHED TO TRANSMISSION SYSTEM SHALL BE A DC SHUNT-WOUND PERMANENT MAGNET MOTOR WITH SEALED BALL BEARINGS. 1/10 HP MOTOR SHALL OPERATE FROM 115-VOLT SUPPLY AND REQUIRE LESS THAN 5 AMPS AT FULL STALL. 5A) POWER OPERATOR CONTROL: SHALL BE A MICROPROCESSOR UNIT. TO FACILITATE SERVICE AND CONTINUING OPERATIONS, THE UNIT SUPPLIED WITH THE SLIDER SHALL ALSO BE ABLE TO OPERATE OTHER DOORS SUPPLIED FOR THE PROJECT INCLUDING SWING OR FOLDING TYPES. THE MICROPROCESSOR CONTROL SHALL ALLOW THE OPENING SPEED, CLOSING SPEED, BACK CHECK SPEED AND LATCH CHECK SPEED EACH TO BE ADJUSTED SEPARATELY ` AND INDEPENDENTLY FROM EACH OTHER TO MEET SPECIFIC SITE CONDITIONS. THE DOORS SHALL BE SET TO BE HELD CLOSED WITH THE MOTOR. THE CONTROL SYSTEM SHALL ALSO BE SET UP TO PROVIDE A COUNT OF THE NUMBER OF OPERATIONS OF THE DOORS FOR MAINTENANCE PURPOSES. ADJUSTABLE OPENING AND CLOSING SPEEDS SHALL BE SET IN ACCORDANCE WITH ANSI 156.10. ALL ADJUSTMENTS SHALL BE SPECIFIC AND REPRODUCIBLE. SETTINGS WITH ROTARY SWITCHES ARE NOT ALLOWED. 6) ACCESS SECURITY EQUIPMENT: SHALL CONSIST OF GYRO TECH 24 V.D.C. POWER LOCKING DEVICE. LOCK SHALL BE CONCEALED IN HEADER, SLIDING DOOR TO BE FITTED WITH ADAMS RITE 8600 CONCEALED VERTICAL ROD TAMPER PROOF EXIT DEVICE. 2.03 SENSOR DEVICES ACUSENSOR: MANUFACTURED BY NABCO ENTRANCES, INC. SENSORS FOR DOOR ACTIVATION AND THRESHOLD SENSING SHALL PROVIDE A RECTANGULAR SHAPED PATTERN WITH A SENSING AREA NEXT TO THE DOOR SYSTEM. TO PROVIDE OPTIMUM COVERAGE TO MEET SPECIFIC SITE CONDITIONS THE SENSING PATTERN SHALL BE ADJUSTABLE BOTH IN WIDTH AND DEPTH OF COVERAGE WHILE REMAINING AT A FULL POWER SETTING. UNITS SHALL BE SUPPLIED AND INSTALLED ON BOTH SIDES OF THE OPERATOR HOUSING TO ACTIVATE DOORS FOR SINGLE OR TWO-WAY TRAFFIC. UNITS SHALL BE SEALED FOR PROTECTION AGAINST DUST, MOISTURE AND THE ELEMENTS. EXECUTION INSTALLATION AUTOMATIC DOOR EQUIPMENT SHALL BE INSTALLED BY FACTORY --TRAINED INSTALLERS IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND APPROVED SHOP DRAWINGS. CLEANING AND PROTECTION AFTER INSTALLATION, CLEAN FRAMING MEMBERS AS RECOMMENDED BY THE MANUFACTURER. ALUMINUM SURFACES IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PROTECTED FROM CONTACT BY USE OF NEOPRENE GASKETS, WHERE INDICATED, OR A COAT OF BITUMINOUS PAINT TO PREVENT GALVANIC OR CORROSIVE ACTION. ADVISE GENERAL CONTRACTOR TO PROTECT UNIT FROM DAMAGE DURING SUBSEQUENT CONSTRUCTION ACTIVITIES. ELECTRICAL INSTALLER SHALL FURNISH AND INSTALL ALL < CONDUIT AND ELECTRICAL WIRING FOR ACTIVATING DEVICES AND DOOR OPERATORS. A MINIMUM OF 5 AMPERES, 115 VOLTS, A/C, < _EU�NISHED .FOR EACH DOOR ...�.... OPERATOR CONTROL PANEL, IN OPERATOR HOUSING. E IN SHALL ;ARE IF OR AT LOCATION OF UT ENTRANC SYSTE CO ODATE THE SURFACE R. ELEC C SW CATED ON DRAWINGS. ■ C H I T E (0;"T S Aw" 333 El Camino Real Tustin, California 92680 Tel. 714/832-3333 Fax. 714/838-2065 rengeloffice@rengelarch.com ® History record. J W Z W E 0 O C C 0 .N Q 0 z '"' Revisions: �3 di 05.27.03 PLAN CHECK C (l 0 U 0 0 C? '0 0 U A W U .0 0 0 4) E 6 0 0 .0 0 U tU (3 Stamp: .0 s2 1. A&( toff,'•$ -a► * % 14199 C •°i• REN. 11l03 `e# e oR of 0 E 0 Project name: 0 FLEET ST N 0 U 2020 E. FIRST STREET L. SUITE 101 0 v SANTA ANA, CA D N U fl 0. Sheet title: L SPECIFICATIONS N 0 �i fl. 0 Z Date: 04.15.03 N Drawn by: N R.C.A. Project #: 4J 03028 O 'C File name: Projects/1_Colton/2020 E. First/Fleet Boston Q MO' Sheet: O GN1 {y . .0 0. 0 0 ■ A�HCHITECTS 333 El Camino Real Tustin, California 92680 Tel. 714/832-3333 Fax. 714/838-2065 renaelofrice@rengelarch.com History record: Revisions: Stamp: 5�0 APC 4199' •e°e REN. 11/03 +•° �r� °®•®eeeee•• Op. 'I TF OF C�4�F Project name: FLEET BOE`3TON 2020 E . FIRST STREET SMITE 101 ANTA ANA, CA Sheet title: S NOW& 1 1 Date: 04.15.03 Drawn by: %A� R.Y./ 1. Project A.U. 03028 File name: Projects/1_Colton/2020 E. First/Fleet Boston Sheet: G &NO 2 FIRE DEPARTMENT NOTES GENERAL NOTES DOOR NOTES DRYWALL ATTACHMENT PARTITION SCHEDULE 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE 1. ALL INTERIOR DOOR FRAMES SHALL BE "TIMELY" CEILING WALL INSPECTION 72 HOURS IN ADVANCE BY CALLING (714) 01 CBC, UMC, UPC, AND THE 2001 NEC. PRE -FINISHED BLACK FRAMES (MATCH EXIST'G) COMMERCIAL rill EXISTING PARTITION 647-5700. GRADE RATED WHERE REQUIRED (MINIMUM 18 GAUGE). CEILING JOI T 2 THE LOCATIONSAND CLASSIFICATIONSOF FIRE EXTINGUISHERS 2. THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS SCREW TAPERED -EDGE GYPSUM DEMO PARTITION SHALL BE IN ACCORDANCE WITH UNIFORM FIRE CODE EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF 2. DOOR FRAMES ALL E PROVIDED WITH FACTORY SILENCERS 7" 17.78 cm) O.C. STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE WITH THE PLANS AND BUILDING SITE. CLAIMS MADE (3 PER DOOR) TAPE NEW PARTITION SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR, APPROVAL OF THE FIRE INSPECTOR. BECAUSE OF DIFFICULTIES ENCOUNTERED, WILL NOT BE ARCHITECTS 3, INSTALL ALL FINISH HARDWARE. RECOGNIZED IF THEY COULD HAVE BEEN FORESEEN AND HAD 3. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND 333 El Camino Real PROPER EXAMINATION HAD BE MADE COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASSES . 4. UNDERCUT ALL DOORS AS REQUIRED FOR PROPER FLOOR Tustin, California 92680 AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH COVERING. CEILING HEIGHT PARTITION Tel. 714/832-3333 UNIFORM FIRE CODE REGULATIONS. THE STORAGE AND USE 3, GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL M ;ti3 5/8 x 25 GA. SCREWABLE METAL STUDS AT Fax. 7141838-2065 OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE NECESSARY PERMITS. 5, DOOR CLOSERS REQUIRED AT ALL DOORS THAT SEPARATE 24" O/C WITH 5/8" THICK TYPE 'X' GYPSUM rengeloffice@rengelarch.com AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR OFFICE AREAS FROM UNCONDITIONED AREAS. GYPSUM WALLBOA D FLOATING ANGLES WALL BOARD EACH SIDE. EXTEND FROM FLOOR USED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 4. GENERAL CONTRACTOR TO CALL FOR FINAL INSPECTIONS AND (OMIT NAILS) SLAB TO UNDER SIDE OF SUSPENDED CEILING 0 History record: OBTAIN THE CERTIFICATE OF OCCUPANCY PRIOR TO TURN 6. DOOR CLOSERS REQUIRED AT ALL RESTROOMS DOORS. 14 SYSTEM (APPROX. +10'-0" ABOVE FINISH FLOOR). 0 . TAPE & SAND SMOOTH TO RECEIVE PAINT. 4. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK OVER OF PROJECTNOTE: FLOATING -ANGLE CONSTRUCTION HELPS PREVENT NAIL + (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR 7. WHEN INSTALLING SIDELITES, MAINTAIN EQUAL HEAD HEIGHT POPPING AND CORNER CRACKING. FASTENERS AT THE GYPSUM PROVIDE I" FAST MASK AT TOP OF PARTITION IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12 FEET 5. ANY FEES ASSOCIATED WITH CONSTRUCTION AND INSPECTION OF DOOR & SIDELITE CASING. INTERSECTIONS OF WALLS OR CEILINGS ARE OMITTED BOTH SIDES. W IN HEIGHT, AND 6 FEET FOR GROUP A PLASTICS AND SHALL BE BORNE BY THE CONTRACTOR IN ORDER TO THIRD COAT 0 z DELIVER TO THE OWNER A FINISHED BUILDING, READY FOR CERTAIN OTHER: HIGH -HAZARD COMMODITIES). HIGH -PILED OCCUPANCY AND 100% OPERATIONAL8. PROVIDE "PEMCO INC." #236-4 CARPET SEPARATOR AT ALL 111.1 . STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR DOORS AT RATED PARTITIONS. FINISH SECOND COAT TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN EMBEDDED FIRST COAT E SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN 6. ANY COST OCCURRED DUE TO LACK OF COOPERATION 9. PROVIDE "THIS DOOR TO REMAIN UNLOCKED DURING to - ACCORDANCE WITH UNIFORM FIRE CODE, ARTICLE 81. AMONG TRADES SHALL BE BORNE BY CONTRACTOR. BUSINESS HOURS" SIGN PER 2001 C.B.C. 1003.3.1.8. 4- EXCEPTION 1, ABOVE EXIT DOORS ONLY SEE PLAN. 0) 5. ALL WEATHER ACCESS ROADS SHALL BE APPROVED BY THE 7. GENERAL CONTRACTOR TO PROVIDE ADEQUATE SITE OCFA AND IN PLACE BEFORE ANY COMBUSTIBLE MATERIAL SUPERVISION DURING ALL CONSTRUCTION HOURS. 10. ALL DOOR HARDWARE SHALL BE LEVER TYPE TO COMPLY ARE PLACED ON THE SITE. ACCESS ROADS SHALL BE WITH CURRENT A.D.A. AND C.B.C. TITLE 24. PUSH/PULLS MAINTAINED CLEAR OF OBSTRUCTIONS. 8. THE GENERAL CONTRACTOR SHALL MAINTAIN THE JOB SITE IN AND OTHER HARDWARE TO BE OPENABLE BY A SINGLE A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, EFFORT WITHOUT THE ABILITY TO GRASP. 6. ACCESS GATES SHALL BE IN COMPLIANCE WITH UNIFORM EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF FIRE CODE, SECTION 902 AND OCFA GUIDELINE. A SEPARATE EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND 11. ALL EXIT HARDWARE TO BE OPENABLE FROM THE INTERIOR PLAN SUBMITTAL AND APPROVED BY OCFA IS REQUIRED. DEBRIS CREATED AS A RESULT OF HIS OPERATION. WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2001 C.B.C. Sec. 10 .3.1.8 s. C C 0 E 7. PLANS FOR A NEW OR MODIFICATIONS TO EXISTING FIRE 9, GENERAL CONTRACTOR TO PROVIDE TEMPORARY PHONE AT .PROTECTION, DETECTION, AND ALARM OR MONITORING THE JOB I SITE. 12. ALL HARDWARE FINISH SHALL MATCH EXISTING THROUGHOUT 1. FASTENER SIZE AND SPACING FOR APPLYING SOUND -DEADENING SYSTEM(S) SHALL BE APPROVED BY THE FIRE AUTHORITY BUILDING. BOARDS VARY FOR DIFFERENT FIRE AND SOUND -RATED CONSTRUCTIONS. ID PRIOR TO IN'STAI I ATION. A SEPARATE PI AN '.I;tJRMITTAI ANC} a __ __ __, 0 0 __ .___ ____ 2 a THE MANIIFArTtJRFR'S RFrnMMFmnApnNjc, SH00'n RF FnilOWFn. A I I r� r-1 A f1 "T' t -r- 1 1'% L a f" FASTENER SPACING NAIL SPACING SCREW SPACING STAPLE SPACING LOCATION LAMINATED FACE PLY FACLEPL F ATD3) FACE PLY WED (2) FACE PLY ACI�PIED Y NAILEDORSCREWED FACE PLY (2) WALLS 8" O.C. (20.32 CM) 16" O.C. (40.64 CM) 16" O.C. 24" O.C. (60-96 CM) 7' O.C. 16" O.C. CEILINGS 1 7" O.C. (17.78 CM) I 16" O.C. I 16" O.C. 24" O.C. I I 7" O.C. I 16" O.C. m '110. ULNLHAL UUNINAUIUK IU VUKNI�il! ANU INSTALL ILMHUHANT ------ I_(1N APPROVAL BY OCFA IS REQUIRED PRIOR TO THE POWER TO ALL TRADES AND PAY FOR REQUIRED PERMITS 13. ALL CLOSERS SPRAYED TO MATCH FINISH OF HARDWARE, 2. FASTENER SPACING FOR FACE PLY SHALL BE THE SAME AS FOR Im Revisions: COMMENCEMENT OF ANY WORK. AND DEPOSITS. SINGLE LAYER APPLICATION. 3-5/8" x 20 GA. METAL SCREWABLE STUDS @ 14,. ALL HARDWARE TO BE OIL RUBBED BRONZE FINISH 3.APPLY12" O.C. FOR BOTH CEILINGS AND WALLS WHEN SUPPORTS ARE 24" O.C. WITH TYPE 'X' GYPSUM WALL BOARD. Al05.21.03 CLIENT REVISION 8. A LETTER OF INTENDED USE FOR THE STRUCTURE(S) MAY (US-26D) UNLESS OTHERWISE NOTED. (MATCH EXISTING SPACED 24" O.C. APPLIED AT RIGHT ANGLES OR PRALLEL TO C 05.27.03 PLAN CHECK BE REQUIRED BY THE FIRE INSPECTOR. 11. GENERAL CONTRACTOR TO PROVIDE TEMPORARY WATER D TYPE tSt >� SERVICE DURING CONSTRUCTION AND OBTAIN AND PAY FOR FINISH WHERE APPLICABLE). 3 EACH SIDE OF MTL. STUD W/1 Pp 1 NOTE: THE TERM "ON CENTER" (O.C.) REFER TO THE MEASUREMENT DRYWALL SCREWS AT 8" O.C. TO VERTICAL PERMITS OR DEPOSITS REQUIRED. GENERAL CONTRACTOR TO 9. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW PAY WATER BILLS. 15. MAXIMUM EFFORT TO OPEN A DOOR SHALL NOT EXCEED BETWEEN THE CENTER OF LIKE OBJECTS. EDGES AND 12" O.C. TO TOP AND BOTTOM STRUCTURE, OR AN ADDITION TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTATION FOR FIRE DEPARTMENT ACCESS, 5 POUNDS FOR EXTERIOR L DOORS. 5 POUNDS FOR RUNNERS AND INTERMEDIATE STUDS. STAGGER 0 INTERIOR DOORS AND 15 POUNDS FOR FIRE DOORS. 2001 ALL VERTICAL AND HORIZONTAL JOINTS 24" O.C. C HYDRANT LOCATIONS, WATER AVAILABILITY AND FIRE LANE 12. CONTRACTOR SHALL SALVAGE ALL EXISTING EQUIPMENT AND 0. EACH SIDE. MARKINGS SHALL BE SUBMITTED TO AND APPROVED THE C.B.C. Sec. 1133B.2.5. OIST b"PAON'S" ALLOWABLE METAL STO ID HEIGHT6 OTHER ITEMS SPECIFIED BY THE LANDLORD FOR TENANT ALLOWABLE ammETAL Jow"' U 0) I � __J OCFA PRIOR TO APPROVAL OF ARCHITECTURAL. PLANS. AN DISPOSITION PRIOR TO STARTING CONSTRUCTION OR BUILT IN WITH "GYPSUM ASSOCIATION" 'GA'. FILE C OCFA PRIOR SITE PLAN BY THE SHALL BE SUBMITTED WITH NO 'WP 1200'. FIRE TAPED AND SANDED DEMOLITION, CONTRACTOR SHALL MEET WITH THE LANDLORD 16. LOCK CYLINDERS MUST BE FIVE PIN TUMBLER TYPE WITH THE ARCHITECTURAL PLANS. TO DECIDE DISPOSITION OF ITEMS MENTIONED ABOVE. CYLINDER GUARD AND BE ATTACHED TO THE INSIDE OF THE MAXIMUM ALLOWABLE CLEAR SPAN HEIGHTS SMOOTH TO RECEIVE PAINT OR WALLCOVERING. f I 17PPT AND INCHES 0,THn(Z ALONE PROVIDE FIRE RATE F I PROVIDE R- 11 LOCK WITH ONE QUARTER INCH (1/4") DIAMETER SCREWS. 11. AN AUTOMATIC EXTINGUISHING SYSTEM SHALL BE PROVIDED 13. VERIFY ALL OPENINGS THROUGH CONSTRUCTION WITH HVAC TO PROTECT COMMERCIAL -TYPE FOOD HEAT PROCESSING PLUMBING AND ELECTRICAL CONTRACTOR FOR SIZE AND EQUIPMENT THAT PRODUCED GREASE -LADEN VAPORS. A LOCATION. 17, JAMBS SHALL BE SOLID BACKED FOR A DISTANCE OF SIX SEPARATE PLAN SUBMITTAL IS REQUIRED FOR THE INCHES (13") ABOVE AND BELOW THE STRIKE. INSTALLATION OF A SYSTEM AND SHALL BE IN ACCORDANCE WITH UFC ARTICLE 10, NFPA 17A & 96. 14. REFER TO. THE MECHANICAL DRAWINGS FOR THE LOCATION OF 18, HINGES FOR OUT SWINGING DOORS SHALL HAVE THERMOSTATS, UNITS AND OTHER SPECIAL EQUIPMENT. NON-REMOVEABLE PINS. 12. ADDRESS NUMBERS SHALL BE A MINIMUM 6 INCHES HIGH ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE JOIST SIZE MAXIMUM JOIST SPAN JOIST SPACING JOIST SPAN 18 GA. 16 GA. 14 GA. 600 XC 1 12" 16'-11" 18'-2" 19 3-6R 16m 15'-3" 16'-6" 17'-9" L 24" :1 12'-6" 14'-5" 15 -6 Wind Load 5 Lbs. Sq. Ft. Interior Deflection L/120 L/240 pacing 12" 1 16" 1 24* 12- 1 16- 1 24" AND PLAINLY VISIBLE FROM ROADWAY BUILDING IS INSTALLATION FOR ALL CONDUITS, JUNCTION BOXES, AND 19, 16 GAUGE STEEL REINFORCED TO RESIST CRUSHING IN AREA ADDRESSED ON. DISCONNECT SWITCHES, THERMOSTATS AND CONTROL WIRING. OF LOCK. 13, EXIT DOORS SHALL BE OPENABLE E FROM THE INSIDE WITHOUT 15. DIVISION 8.9 OF THE CALIFORNIA ENERGY CODE FOR NON ALL METAL JOIST USED SHALL BE "WESTERN METAL" TYPE, AND 20, ALL DEAD BOLTS SHALL CONTAIN HARDENED INSERTS AND TO CONFORM TO ICBO # 4943P THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR RESIDENTIAL BUILDINGS HAVE BEEN REVIEWED, AND THIS HAVE A MINIMUM OF 1" THROW AND 5/8" MINIMUM EFFORT. DESIGN IS IN SUBSTANTIAL CONFORMANCE WITH THESE KI INSULATION C C t STUD 25 Gauge 0 4. L L CEILING LU � I E 11 PARTITION NOTES L 0 1. STEEL STUDS- "WESTERN METAL LATH" SCREWABLE STEEL 1.0 STUDS. ICBO #ER-4943P. C OL F_ M L IVI L 2. STEEL STUDS G, TO RE ATTACHED TO THE EXISTING CONCRETE 03 14, AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED REGULATIONS. GA. @ 16" O.C. UP TO 16'- 20 Gau 11 " MAXIMUM SPAN. FLOOR WITH .177" DIA. SHOT PINS WITH WASHERS/PLATES ge AS FOLLOWS 6 Stamp: 1621C25 ly8" 9)41 81-300 714" 7t-31$ 6$-7* 5 $4 250IC25 2Y2" 12'-8" 11'4" 9-6- 10'-1' 9'-2 8'-0" $ 350IC25 16'-2" 14'-0 1 V-5" 13'-2" 12'-0" 10'-6" 16-5 14'-3" 11-7 13-6 12'-3" 10 -8 400IC2511 4' 14'- 11 12-2 14-7 13 -3 1 l'-7" THROUGHOUT A SEPARATE THROUGHOUT A SEPARATE THE BUILDING IN COMPLIANCE WITH NI- FA 'I . . PLAN SUBMITTAL IS REQUIRED. 16. CONTRACTOR SHALL REPLACE OR REPAIR ALL DAMAGED 21. ALL HAND ACTIVATED HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE FINISH FLOOR, 2001 C.B.C. 3. ANY ADDITIONAL EQUIPMENT PLACED ON CEILING JOIST SHALL BE FINISH MATERIAL AND/OR REPLACE MEMBERS AS REQUIRED Sec. 1133B.2.5.1. BROUGHT TO THE ATTENTION OF RENGEL + COMPANY PRIOR TO 15, MODIFICATION TO THE FIRE SPRINKLER SYSTEM SHALL BE AND CONFIRMED BY THE BUILDING INSPECTOR.INSTALLATION. APPROVED PRIOR TO THE INSTALLATION OR MODIFICATION. 22, ALL RATED DOORS SHALL HAVE CONSTRUCTION HARDWARE TO THE FIRE SPRINKLER SYSTEM SHALL COMPLY WITH 17. INSULATION WHICH CONTAINS OR UTILIZES AN OZONE AND INSTALLATION THAT CONFORMS TO THE REQUIREMENTS 4. THE JOIST TRACK SHALL BE UNPUNCHED STUDS OF SAME 1999 N.F.P.A. STANDARD 13. A SEPARATE PLAN SUBMITTAL DEPLETING COMPOUND IS PROHIBITED PER AGENCY HAVING OF THE N.F.P.A. 80 AND 101 AND 2001 C.B.C. STD. NO. GAUGE AS WALL STUDS U.N.O. IS REQUIRED. JURISDICTION. 7-2. 5. JOIST TABLE IS BASED ON 30 (PSF) TOTAL LOAD. A. PROVIDE SHOT PINS WITHIN 12" OF CORNERS & BREAKS. E.. 0) B. SHOT PIN ICBO #2388 0 J. .00 C. PROVIDE (2) SHOT PINS MINIMUM IN WALLS LESS C THAN 3' IN LENGTH. 3. SCREWABLE STEEL STUDS TO BE INSTALLED AND ATTACHED •199 16. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, 18, FLAMMABLE OR HAZARDOUS MATERIALS SHALL NOT EXCEED 23. ALL KEYING REQUIREMENTS SHALL BE PER TENANT. 10 PSF EA LOAD + 20 PSF LIVE LOAD) PER MANUF. SPECIFICATIO •S. C REN. 11/03 INCLUDING EXTERIOR, SHALL BE MONITORED BY A U.L. LISTED QUANTITIES LISTED IN U.B.C. TABLE 3-D AND 3-E. 6. RIM JOIST TRACK MUST BE INSTALLED @ THE ENDS OF ALL *STUD WEB STIFFENING REQUIRED AT TOP AND BOTTOM (a CENTRAL ALARM STATION OR BE SUPERVISED PER 1997 UFC 4. GYPSUM WALL BOARD TO CONFORM TO UBC CHAPTER 25. ARTICLE 10. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR 24, ALL DOORS AND HARDWARE SHALL COMPLY WITH THE A.D.A. JOISTS. TRACKS STUD FLANGE BRACING. OF GN\\'� THE INSTALLATION OF THE MONITORING SYSTEM. 19, GENERAL CONTRACTOR SHALL PROVIDE DESIGN BUILD FOR REQUIREMENTS AND LOCAL CITY SECURITY ORDINANCES. FIRE SPRINKLERS UNDER SEPARATE PERMIT WHICH IS TO BE 7. FOR SPECIAL LOADING OR SUPPORT CONDITIONS OR IF PUNCHED 5-1 ALL GYPSUM WALL BOARD TO BE 5/8" THK. TYPE 'X' 0 17, CONCEALED SPACES OF COMBUSTIBLE CONSTRUCTION SHALL APPROVED BY THE FIRE DEPARTMENT/ MARSHALL AND SHALL JOIST ARE USED, CONTACT MANUFACTURERS TECHNICAL UNLESS NOTED OTHERWISE. E BE, PROTECTED WITH FIRE SPRINKLERS. MEET LANDLORDS SPECIFICATIONS. REPRESENTATIVE. ►0Project name: 6. PROVIDE 5/8" TYPE 'X' WATER RESISTANT (GREENBOARD) >� GYPSUM BOARD WHEN TOILET ROOMS ARE NEW C .18. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME 20. GENERAL CONTRACTOR SHALL PROVIDE DESIGN BUILD FOR HARDWARE SCHEDULE DOOR SCHEDULE CONSTRUCTION. W RETARDANT CERTIFICATION THEREOF SHALL BE PROVIDED.' FIRE LIFE SAFETY UNDER A SEPARATE PERMIT WHICH IS TO C ET BOST00"N EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS AND BE APPROVED BY THE FIRE DEPARTMENT/MARSHALL AND 7. ALL GYPSUM BOARD ON INTERIOR PARTITIONS TO BE TAPED - '0 FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY SHALL MEET ADA REQUIREMENTS AND TITLE 24 CODES. HARDWARE GROUP: SPECIFICATION: AND SANDED SMOOTH TO RECIEVE PAINT OR 0 DECORATIVE MATERIAL. WALLCOVERINGS. 0 2020 E. FIRST STREET RELOCATED 3'-0" x 8'-0" x 1 3/4" SOLID :3 19, INTERIOR FINISH SHALL CONFORM WITH TITLE 24,CCR, 21. WO ' OD USE IN THE SUBJECT SHALL BE FIRE RETARDANT HINGES: MCKINNEY CORE, PLAIN SLICE STAIN GRADE WOOD DOOR 8. ALL GYPSUM BOARD WALLS TO BE PREPARED PER 10 SUITE 101 TREATED IN ACCORDANCE WITH CBC SECTION 207 p 0 SCHLAGE MANUFACTURER'S SPECIFICATIONS TO RECEIVE PAINT AND/OR L. CHAPTER 8. LOCKS/LATCHES A WITH "TIMELY" BLACK ANODIZED METAL FRAME WALLCOVERING. CL 20. OCCUPANT LOAD SIGN, WITH. MINIMUM ONE INCH LETTERS 22. LIGHT VENTILATION REQUIREMENTS ON PLANS IN 2-3/4" BACKSET (18 GA. MIN). FIELD PAINTED TO MATCH SANTA ANA, CA AND NUMBERS'. SHALL BE POSTED NEAR MAIN EXIT. EXISTING. ACCORDANCE WITH THE CBC REQUIREMENTS FOR EACH CLOSERS RUSSWIN 9. ALL PARTITIONS TO BE #1, UNLESS NOTED OTHERWISE. 0 .0 t 2 2 TYPE OF USE OF CORRIDORS TO CONVEY AIR, SEE 21. PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT DOORS CHAPTER 6 OF THE MECHANICAL- CODE-. STOPS BBW 4'-0" x 8'-0" AUTOMATIC SLIDING DOOR SYSTEM 10. CONTRACTOR TO PROVIDE 6" METAL STUDS WHERE FROM "A L & H" OCCUPANCIES, PANIC VON DUPRIN RECESSED ACCESSORIES OCCUR. BY P'GYRO TECH" TYPE 'GT1 175-01' SINGLE DOOR 22. 'THE USE, HANDLING, AND STORAGE OF HAZARDOUS (CONTRACTOR SHALL INLINE SLIDER W/ RECESSED MOUNTED WALL 11. PROVIDE R-11 INSULATION IN ALL PARTITIONS SEPARATING MATERIALS SHALL COMPLY WITH ARTICLE 80 OF THE 1998 PROVIDE & INSTALL) B SWITCH "PUSH BUTTON TYPE" EACH SIDE. SEE CONDITION AND UNCONDITIONED AIRES. PROVIDE R-11 CALIFORNIA FIRE CODE. PUSH BOTTON GYRO TECH AUTOMATIC SPECIFICATIONS ON SHEET GN1. G.C. SHALL INSULATION IN ALL RESTROOM PARTITIONS. ALL PARTITIONS SLIDER CONTACT DOOR MANUFACTURER PRIOR TO TO RECEIVE A LIGHT ORANGE PEEL TEXTURE FINISH. 10. 23. PROVIDE SUITE NUMBERS (3) INCHES HIGH MINIMUM WHICH SWITCH FABRICATION OF ROUGH OPENING. CONTACT: PETE PROVIDE A SAMPLE TO OWNER FOR APPROVAL PRIOR TO 0- Sheet title: SHALL BE PLAINLY VISIBLE FROM ROADWAY. TRAVATO WITH "STOREFRONT DOOR @ INSTALLATION. CONTRACTOR TO PROVIDE 6 METAL STUDS SYMBOL: TYPE & QTY. MANUFACTURER SPEC: 714-842-1337 4*VMFL f W V EW,, 0Fr#-Wf7".p 10 - I WHERE RECESSED ACCESSORIES OCCUR. UA"'kDULES 24. PROVIDE 2A 1 OBC MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH LEVEL WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL AREAS. TRAVEL DISTANCE IS 30 FEET NOTES"' IN AREAS HAVING FLAMMABLE LIQUIDS (NOTE ON PLAN). 4 EA. HINGES T2714 4 1/2- X 4 1/2" US-26 FIXE"rN 1 EA. KEYED D 70 PD RHODES 626 A MINIMUM OF 25. EXIT SIGNS SHALL BE IN BLOCK LETTERS LOCKABLE 1 STOP 8061X (RISER AS REQ'D) CL SIX (6) INCHES HIGH WITH, A STROKE OF NOT LESS THAN 0 4 SILENCERS 444 1/2 P 3/4 INCH. LUMINANCE ON FACE OF SIGN SHALL BE 50 Z Date: 04.15.03 0 LUX (NOTE ON PLAN). 26. "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND Drawn by: ENERGIZED FROM SEPARATE CIRCUITS. SHOW ON ELECTRICAL 1 RECESSED PUSH N R.C.A. PLAN(S). ONE OF THE ABOVE CIRCUITS SHALL BE PART OF b BOTTOM DOOR OPENER PER MANUF. SPECS. /-48"C__L_R_. Project #: .THE EMERGENCY LIGHTING SYSTEM (NOTE ON PLAN). EACH SIDE 03028 SLIDING 27. CORRIDORSHALLBE OF ONE -HOUR CONSTRUCTION SINGLE 0) INTERIOR ro WITH DOOR OPENINGS PROTECTED WITH 20 MINUTE WOOD DOOR DOOR IZ File name: SELF -CLOSING AND LATCHING ASSEMBLIES WITH SMOKE Projects/1-Colton/2020 E. First/Fleet Boston SEALS. (SHOW .ON PLAN AND DOOR SCHEDULE). V ul (6 Sheet: 0 0 C28. PLANS FOR THE FOLLOWING SYSTEM SHALL BE SUBMITTED Ma T Ul C P T 0 (THREE COPIES) TO THE BUILDING DEPARTMENT FOR TH 44 Ar FIRE DEPARTMENT APPROVAL PRIOR TO INSTALLATION Al 2 0 0 2501C20 2Y27n 15'-6" 13'-7" 13'-7" 12'4' 10'-9- 350IC20 22'-2- 20'-2" 1 17'-7- 17'-7" 16s-0p 139-11" 358IC20 221-9" 209-8" 18t-1". 18s-1" 161-5" 14*4 400IC20 4 24-7" 22'-4" 19'41 19'-6" 17'-9" 15'-6' 600IC20* 34'-1" 30'- 11 " 27'-0"l 27'-0" 24-7" 21'-5" 8001C20* 8" 43'-2" 39-2* 34'- 1"134#-3" 311-11". 270-2" Ummim ---- -- ----- - --------- - ARCHITECTS ■ 333 El Camino Real Tustin, California 92680 Tel. 714/832-3333 Fax. 714/838-2065 rengelofrice@rengelarch.com History record: Revisions: Stamp: A&Cy J. • % 4199 REN. 11/03 OF GO - Project name: FLEET BOSTO 2020 E. FIRST STREET SUITE 101 SANTA ANA, CA Sheet title: 1:1 A OVErN/-%LL FLOO"'R PLAN Date: 04.15.03 Drawn by: R.C.A. Project #: 03028 File name: Projects/1—Colton/2020 E. First/Fleet Boston set: A2.0 \03028—OVERALL.dwg, Layoutl, 06/03/2003 09:45:25 AP fffel Z KffA ? F* f ",,,w 01 gle-3 uAl", i ;` N MAI L SORTER RM. T T I I TT o— 8 o— rtu. q q-- n a — ©— o— o— N' KEY PLAN '' ��, %'�t•� 'i 1. ORGANIZE AND PROSECUTE WORK AS REQUIRED TO ASSURE SAFETY AND PROTECTION OF INDIVIDUALS AND ASSISTING IMPROVEMENTS AFFECTED BY DEMOLITION AND REMOVAL OPERATIONS. PROVIDE WARNING SIGNS, LIGHTS, BARRICADES AND ALL OTHER PROTECTIVE DEVICES REQUIRED TO ASSURE SAFE PRACTICES. THE WORK SHALL PROCEED IN A SUCH A MANNER TO MINIMIZE THE SPREAD OF DUST AND FLYING PARTICLES. 2. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE BRACING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT SETTLEMENT, COLLAPSE, DAMAGE, OR 3. WWYALL EXISTING FINISH MATERIAL FORM FRONT FACADE TO EXPOSE BASE FRAMING. 4. CEASE OPERATIONS AND NOTIFY ARCHITECT IMMEDIATELY, IF SAFETY OR STRUCTURE APPEARS ENDANGERED. TAKE PRECAUTIONS TO PROPERLY PROTECT THE STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED AND ASSURED. G.C. SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF ALL WORK. SEE ALSO NOTE 12 ON THIS SHEET. 5. DO NOT CLOSE OR OTHERWISE OBSTRUCT MEANS OF EGRESS,SIDEWALKS, OR STREETS WITHOUT OBTAINING A PERMIT TO DO SO. 6. RUBBISH, DEBRIS, MATERIALS, AND EQUIPMENT NOT TO BE SALVAGED, RESULTING FROM DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE DISPOSED OF OFF THE SITE TO A APPROVED ESTABLISHED DUMPSITE AND NOT ALLOWED TO ACCUMULATE. 7. CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. 8. DISCONNECT, CAP, AND REMOVE MECHANICAL REGISTERS, DUCTING AS REQUIRED. 9. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED. 10. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED, 11. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO ARCHITECT. 12. EXISTING UTILITIES: MAINTAIN SERVICES INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. 13. G.C. SHALL SHUTT OFF, DISCONNECT, REMOVE, AND SEAL OR CAP OFF INDICATED UTILITIES SERVING AREAS TO BE SELECTIVELY DEMOLISHED. DO NOT START SELECTIVE DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE BEEN COMPLETED AND VERIFIED. 14. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME —CUTTING OPERATIONS. MAINTAIN [FIRE WATCH AND] PORTABLE FIRE --SUPPRESSION DEVICES DURING FLAME --CUTTING OPERATIONS. 15. REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING SELECTIVE DEMOLITION, BY METHODS AND WITH MATERIALS TO MATCH EXISTING. N1 E N" 0 T E S& <> R'ft E F E R EL 1. EXISTING STRUCTURAL COLUMN TO BE FURRED. SEE FLOOR PLAN FOR MORE INFORMATION. 2. DEMO AND REMOVE EXISTING PARTITION AS REQUIRED FOR NEW BUILDOUT. SEE FLOOR PLAN FOR MORE INFORMATION. 3. DEMO EXISTING LOWER CABINETS. 4. EXISTING STOREFRONT SYSTEM TO REMAIN. 5. DEMO FLOOR SINK & CAP SEWER AND WATER LINES AS REQUIRED. 6. DEMO EXISTING PARTITION AND RELOCATE DOOR SYSTEM. 7. NOT USED $. DENOTES TO DEMO AND REMOVE EXISTING SUSPENDED 'T' BAR CEILING. -T —'I—T 9 DENOTES TO DEMO AND REMOVE EXISTING 4 T T GYPSUM WALL BOARD CEILING. DENOTES TO REMOVE 2X4 RECESSED 10 F ^ 77 FLUORESCENT LIGHT FIXTURE AND RELOCATE. SEE REFLECTED CEILING PLAN ON SHEET A3.0 FOR CIRCUITRY. —° DENOTES TO DEMO EXISTING RECESSED DOWN 1 IrUT CIVTI IDC CE"C ct E rTDW%AI nDAlA11KI1*` UnD 0 (STING PARTITION TO REMAIN. ITIO AMCHITEuTS 333 El Camino Real Tustin, California 92680 Tel. 714/832-3333 Fax. 714/838-2065 rengeloffice@rengelarch.com ® History record: U + J W (9 Z W 0 O C C 3 C C 0 0 a s tRevisions: 05.21.03 CLIENT REVISION C .IN a 0 U 0 0 .0 a O C U C t� U C t� .0 0 N E V 0 0 .0 0 U 4� 0 Stamp: a a) ��� ARCti '� • ®®s°®a°°• N C3� °•° J. •.♦ A a 4199 .fl OF GO- 0 E L 0 Project name: A C t>� FLEET 0 2020 E. FIRST STREET 0 10 o SUITE 101 a 2 SANTA ANA, CA tU .0 0 c� 10 2. 0. Sheet title: Y o DEMOLITION PLANS t a 0 Z Date: 04.15.03 0 Drawn by: tU R.C.A. N Project #: 0 03028 r O 'L File name: Projects/1_Colton/2020 E. First/Fleet Boston Q M Sheet: O O N '2 A201 0 0 ENLARGED PARTIAL FINISH PLAN . . . . . . . . . . . . . . . . . . r; { . 4 .............. ............... ..•...... . , . • , , , . • , , . ........ ...F; :t 4 - 1 BUILDING ELECTRICAL B ... . . . . . . . ROOM b . . . . . . . . . . . . { 7 TYP. . . . . . . . . . . �... . twmoio' • • . . , • • . . • . � .fix• ,; �Em r }�1 '^.�\'w•} } 2 TIP MAIL TER RM. SCALE: /8"- V-0" L' N AIRIWAAMTO !11� 41X*T0,R PLAN I L4_ I I SCALE: • 1, DOORS WITHOUT CALL OUT BOXES ARE EXISTING TO REMAIN. 1, X X X DENOTES DOOR AND FRAME CALLOUT. REFER TO THE DOOR RENGEL+CO, SCHEDULE AND DOOR ELEVATIONS ON SHEET 'A1.0' FOR SPECIFIED TYPE, SIZE, HARDWARE AND FRAME. ■ X ARCHITE (A";O'TS 2. DENOTES PARTITION CALLOUT. REFER TO THE PARTITION SCHEDULE ON SHEET 'A1.0' FOR SPECIFIED TYPE. 333 El Camino Real Tustin, California 92680 3, EXISTING STRUCTURAL COLUMN TO REMAIN, TO BE FURRED. Tel.714/832-3333 Fax. 714/838-2065 4. ALIGN FACE OF NEW PARTITION W/ FACE OF EXISTING PARTITION. rengeloftice@rengelarch.com TIN 5. .. DENOTES AREA OF 1 HOUR RAG, O History record: U 6, EXISTING STOREFRONT SYSTEM TO REMAIN. W 7. (E)1-HR RATED PARTITION. G.C. SHALL VERIFY IN FIELD. (i Z 8. EXISTING 20 MIN. RATING DOOR & ASSEMBLY. G.C. SHALL VERIFY IN W FIELD. — 0 *w6H "CHEDULE FINIS b�- 0) SYMBOL MATERIAL MANUFACTURER MANUF♦ # COLOR REMARKS L �S C FLOOR.0 C 0 �0 F1 CARPET DESIGN WEAVE TENANT TENANT GLUE DIRECTLY TO SLAB. CENTER -POINT SHALL SELECT SHALL SELECT F2 12"x12"x1/8" GAUGE. V. C. T. ARMSTRONG TENANT TENANT SS-T-3128(1), TYPE V, a SHALL SELECT SHALL SELECT COMPOSITION 1 ASTM F-1066-87. COVERAGE GLUE DIRECTLY TO SLAB. 0 3 Revisions: F3 1200x12%1/8" THICK SOLID VINYL STATIC V.P♦1 TENANT TENANT TILE W/ COPER STRIP 0 1000 � CLIENT REVISION DISSIPATIVE05.20.03 CONDUCTILE SHALL SELECT SHALL SELECT S.F. PREP FLOOR AND INSTALL VINYL TILE PER MANUFACTURER 5 SPECIFICATIONS, SEE SPECS ON p, SHEET GN-1. U 0 .,..� 0 SE I�. t) C ... B1 RUBBER BURKE TENANT SHALL SELECT TENANT SHALL SELECT 4» BASE. 9 NO BASE U C WALL COVERING =� { WC 1 PAINT FRAZEE TENANT TENANT V PRIMER (2) COATS FLAT LATEX OVER PR ER. SHALL SELECT SHALL SELECT CC M WINDOW COVERING v W 1 VERTICAL LEVELOR TENANT TENANT INSIDE MOUNT MATCH BLINDS SHALL SELECT SHALL SELECT BUILDING STANDARDS. v FIN10"'H NO` U-TES o U 1. THAT ALL FINISHES SHALL COMPLY WITH TABLE 8-A OF THE C.B.C. 2. THE MAXIMUM FLAME SPREAD CLASS OF FINISH MATERIAL(S) USED ON INTERIOR X ti WALL(S) AND CEILING(S) SHALL NOT EXCEED THAT SET FORTH IN TABLE 8—B OF 0 Stamp: THE C.B.C. d 3.. THE GENERAL CONTRACTOR SHALL VERIFY ALL FINISH MATERIAL(S) THE OWNER, ��ti ARCHITECT AND/OR -TENANT BEFORE ORDERING FINISH MATERIAL{(S). 4. G.C. SHALL PREP CONCRETE SLAB AS REQUIRED PER MANUFACTURER ttVj=p/A ��VN`'®•' �y'•0�L.``� SPECIFICATIONS PRIOR TO INSTALL OF MATERIAL i c{ °s 5. PROVIDE VINYL TRANSITION STRIP AT CHANGE OF FLOOR FINISH MATERIAL. E 14199 s� 6. CONTRACTOR SHALL PROVIDE SEAMING DIAGRAM PRIOR TO INSTALLATION FOR C •'s REN. 11/03 ••i ARCHITECTURAL APPROVAL. sT°°•..°•®°N®•®..•°®•���' 7, GENERAL CONTRACTOR SHALL TEST CONCRETE SLAB FOR MOISTURE CONTENT PRIOR F of cP'-` TO INSTALLATION OF FLOORING MATERIAL. RESULTS MUST FALL WITHIN L 0 MANUFACTURER'S ACCEPTABLE RANGE. E 8. GENERAL CONTRACTOR SHALL SEAM SEAL ALL JOINTS AT SHEET VINYL FLOORING. 0 0 Project name: C ' C • L ® Y .. BUA U FO'ST"N � WALL LEGEND U 2020 E. FIRST STREET 0 SUITE 101 0. .\h{•}•,n;::.C;:�f.vit\S'r,:}i:'4 4°w.`•':\$�4:. •.'vti?hS' EXISTING PARTITION TO REMAIN. °? Awi SANTA ANA CA. .i. NEW PARTITION. ro 0 NEW 1-HR• PARTITION. t '0 NOTE: SEE PARTITION SCHEDULE. ON SHEET A1,0 FOR MORE INFORMATION. 0 Q Sheet title: s. ® PARTIAL a T 4T TT T 7 T 4T T TT FLOOR P o- M 0 =T== & FINI�`311 PLAN 0 Z Date. 04.15.03 Drawn by: A� R.C.A. o— ..................................... .................. ................... Project #: . 03028 File name: ®— • Projects/1_Colton/2020 E. First/Fleet Boston -o Q ---o M sheet: 0 , Ao' a.K •7.. 4-0 Jc A2m2 L ` S 'REA OF WORK /0 WIN= r",. .-.... .• r c•_� � J. H \PROJECTS\1_COLTON\2020 E. t\1st—f1r\FLEET BOSTON\cd-1\CD'S\03028—FLRPLN.dwg, L:ayout1, 06/03/2003 09:46:53 AN: Im Flu 0 "1 100 V 14 9 4 901 :4 1 PROVIDE 'BUILDING STANDARD' 2x2 SUSPENDED T—BAR CEILING WITH 2x2 LAY —IN ACOUSTICAL TILES, "ARMSTRONG" LAY —IN ACOUSTICAL TILE: ICBO #1349 / LARR #7220 MATCH EXISTING. RENGIEL+CO, 2. REFER TO DETAILS 1&2/D1 FOR SUSPENDED CEILING. N 3. "CHICAGO METALLIC" SUSPENDED T—BAR 3700 SYSTEM: ICBO #1905 ARCHITECTS LARR #23256 333 El Camino Real 4. RECESSED FLUORESCENT FIXTURES SHALL BE U.L. LISTED. Tustin, California 92680 Tel. 714/832-3333 5. LIGHT FIXTURES SHALL BE SUPPORTED BY NO. 12 GAUGE HANGERS Fax. 714/838-2065 ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF rengeloffice@rengelarch.com EACH FIXTURE AND SUPPORTED BY (2) #10 DIAGONAL STEEL WIRES (UNLESS CEILING SYSTEM HAS BEEN DESIGNED TO FULLY SUPPORT 0 History record: THE FIXTURES). 6. FURNISH AND INSTALL FIXTURES COMPLETE WITH LAMPS, WBALLASTS, AND REQUIRED MOUNTING. HARDWARE. PRIOR TO ORDERING FIXTURES, VERIFY MOUNTING METHODS AND FINISHES. 0 z 7. RECESSED FIXTURES NOT OVER 56 LBS, AND PENDANT FIXTURES NOT W OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO THE CEILING WITH SCREWS OR BOLTS. AIR DIFFUSERS NOT OVER 20 LBS. RECEIVING No E EXTRA LOAD FROM DUCTWORK MAY BE POSITIVELY ATTACHED TO 0 t CEILING WITH SCREWS OR BOLTS. 4 C 8. LIGHT AND VENTILATION PER CBC SECTION 1202. MINIMUM OF 15 CFM :pr OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION. 9. ALL LIGHT FIXTURES ARE EXISTING, SOME TO BE RELOCATED, BUT C THERE ARE NOT NEW LIGHT FIXTURES TO BE ADDED TO THE C 0 SUSPENDED CEILING. Im ALSO ALL MECHANICAL EQUIPMENT IS EXISTING. 0 0 10. REFER TO SHEET A9 FOR SUSPESION SYSTEM FOR PANEL CEILING. 0 CE1L 3 Revisions: 05.21.03 CLIENT REVISION SYMBOL NOTE: SOME SYMBOLS MAY NOT APPLY. >1 0. -0" EXISTING 2X2 'T' BAR SUSPENDED CEILING GRID @ 9' 0 ABOVE FINISH FLOOR WITH 2X2 LAY —IN ACOUSTICAL TILES. 0 NEW 2X2 'T' BAR SUSPENDED CEILING GRID @ 10t-0" ABOVE FINISH FLOOR WITH 2X2 LAY —IN ACOUSTICAL TILES. "0 C MATCH EXISTING CEILING TILES + GRID. 0 C EXISTING 2X4 RECESSED FLUORESCENT LIGHT FIXTURE, C ro REMOVE AND RELOCATE EXISTING 2X4 RECESSED U L _J FLUORESCENT LIGHT FIXTURE SEE ELECTRICAL DRAWING, FOR E CIRCUITRY. 1W 0 RELOCATED 2X4 RECESSED FLUORESCENT LIGHT FIXTURE. C SEE ELECTRICAL DRAWINGS FOR CIRCUITRY. NEW 2X4 RECESSED FLUORESCENT LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR TYPE AND CIRCUITRY. MATCH stamp: EXISTING. CL A NEXISTING ILLUMINATED "EXIT" SIGN W/ BATTERY BACK UP. J. THE DARKENED AREA INDICATES THE VIEW SIDE. C A NEW ILLUMINATED EXIT" SIGN W/ BATTERY BACK UP. THE E 4199 DARKENED AREA INDICATES THE VIEW SIDE. MATCH EXISTING. >1 Ito C REN, 11/03 ON SEE ELECTRICAL DRAWINGS FOR SPECIFIED TYPE AND 0 CIRCUITRY. >rF OF GO- 0 E s. 4- Project name: C FLEET BOSTON 2020 E. FIRST STREET 2 SUITE 10.1 SANTA ANA, CA 0 "0 0. Sheet title: ® K"EFLE(";`TED c CEILING PLAN CL 0 Z Date: 04.15.03 Q Drawn by: R.C.A. 0 .......... ......... ............. ................ . COO. Project #: 03028 ............. 0— . .. .. File name: Projects/1Colton/2020 E. First/Fleet Boston < ............... w. ........... 0 Sheet: 0 W= M 0 C Aosu P� 'N > 0 S AREA OF WORK 0 E 0 LATERAL FOR DETAIL AS REQUIRED BY SEC 2503(c) OF THE 2001 STANDARDS 25--2. 8" MAX. 3 T -- 2 1/2" METAL STUDS 0 36" O.C. HORIZ. BARCING i- 7 r7EXISTING UNDERSIDE TYPICAL HIDDEN _ EXISTING UNDERSIDE METAL _ ARCHITECTb_=: RAMP ELECTRICAL CONDUIT FLOOR DECK. METAL FLOOR DECK. i 333 El Camino Real WALKWAY '_+�•�. ...e � <.. . a ,. a, ..�.• . .q .� �;�r. Tustin, California 9268(? 2 1/2" SCEWABLE METAL Tel.714/832-3333 0 ® `� 12 GAUGE VERTICAL Fax.714/838-2065 STUDS �``" NEW METAL LATERAL ��� NEW METAL LATERAL WIRE„ HANGERS ® rengeloffice@rengelarch.com 5 8" TYPE 'X' GYPSUM BRACING 0 48" O.C. BRACING @ 48 O.C. 4'-0" ' 0" O.C. EACH ✓ STAGGERED +1 STAGGERED ' > BOARD �� ,2 �O O Q History record: ° SUSPENDED T—BAR CEILING °; '� SUSPENDED T--BAR ,� ` D� LAY —IN CEILING ++ / WITH ACOUSTICAL TILES. CEILING WITH 0 PANELS. HANDICAP EXlSTIN STEEL PIPE ---� � � ' ., �°�°/ NOTES: ,' W PARKING COLUMN ACOUSTICAL TILES. tJ z SIGN (TYP, °° / 1 • VERTICAL STRUCTURE FASTENED TO THE MAIN RUNNER SHALL BE Z METAL GYPSUM BOARD , , i , , / EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING W 00 V.I.F. CORNER BEAD , I ° \' : THE ROOF OR FLOOR ABOVE. THE STRUCTURE SHALL BE ADEQUATE TO 9 I I 6 I I RESIST THE VERTICAL FORCE INDUCED BY THE BRACING WIRES. 2. THE HORZ. RESTRAINT POINTS SHALL BE PLACED 12 FEET ON - CENTER IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 6 FEET 0 ' ' I FROM EACH WALL. C f I I ( 4J NO PA KING"DE" CEILING 'RI' 1 I I 11 SUoPEN (;U U N URM --- TYPICAL I I I SYMBOL. i i i i 0 9' MIN. 8' "To —MIN. 9' MIN. ' ` ' ' "T"BAR RUNNER CROSS TEE "4 I f I I � II II � SEE PARTITION _ • - I SCHEDULE ON SHEET . ' I O L G.C. SHALL PA NTE ON IN WHIT FOR SPECIFICATIONS. •' i O i i I �' LETERS NO LESS THAN 12 HI. .,:` Q0 l� DLB. MTL. STUDS. ACOUSTICAL-'' ,.• I I I I PAINTED HOLLOW MTL. �' , I I , CEILING TILE a RATED DOOR FRAME W/ I I I f C U.L. OR E.Q. I I I f I I i l •• I I I I _____ • •:•'' I I I I 0 I I 0 ri I I r 0 Ii II • _. I I _. I I .G SEE FLOOR PLAN AND DOOR/HARDWARE I ^i I ^i C SCHEDULE FOR i ' I r i I ' ` LIGHT FIXTURE SPECIFICATIONS. B V 1 .fie CONCRETE SLAB CONCRETE SLAB FLOOR. FLOOR. METAL ANGLE---''r ♦1 •A PARTITION �"` 0 ,A♦ r {0.1" La U (E) ACCESSIBLE PoltArRKIONG � I R T1 LI L FOR DECK ATTACHMENT NDERSIDE OR t0U NEW METAL LATERAL NEW METAL LATERAL REFER TO TYP. DETAIL FLOOR/ ROOF 9} THIS SHEET w BRACING Q 48"O.C. BRACING Q 48"O.C. STRUCTURE U STAGGERED STAGGERED ABOVE 1►► 1» L3 " x 1 " x 16 GAUGE NO. 12 GA. HANGER �,,,,...---r-'--' SIESMIC STRUT 10 L3 x 1 x 16 GAUGE �„ WIRE 0 4'-0" MAX. & II 0 12" 0. C. s. COMPRESSED CARPET Y / �► ►� x 1 2 WIDE.. W/ 2 LONG NOT MORE THAN 8" 5 3/4" ELECTRIC MAX, BELOW THRESHOLD. °,� x 1 .,� WIDE. W/ 2 LONG x " WIDE SLOTTED HOLE FROM END CONDUIT THIN N �, ®® x WIDE SLOTTED HOLE �' IN VERTICAL LEG. 1 p--12d < WALL STRUT, C • , IN VERTICAL LEG. 1--12d ® / tx R' 0 NAIL TO JOIST, TRUSS OR �/' �,° NAIL TO JOIST, TRUSS OR �S`• FINISH FLOOR LEVEL. °�` � BLOCKING. t� �,� �e° BLOCKING. ALL SPLAY WIRES SHAL MAIN RUNNER THRESHOLD �/' d` ,� �,/ BE TAUT & TIED CAD 2 GA. SPLAY WIRE c BOTH ENDS W/ MIN. OF IN PLANE OF EACH C ' 3 TURNS IN 1" OF RUN, RUNNERS AT APPROX 45 ANGLE t t �' SECURED 2" FROM INTERIOR m INTERSECTIONS 0 ifl • t t + t GONTlNIUOU5 SUSPENDED T—BAR CEILING WITH ACOUSTICAL TILES. CUT 0 q- t-- w t + FOR TOP TRACK TO CROSS RUNNER SUSPENDED T--BAR CEILING c� �"' t t RECIEVE MTL. ANGLE. NOTE: C ;` + + ::: ELECTRICAL METAUC TUBING (EMT) ONLY w t t ' WITH ACOUSTICAL TILES. Z Z i t 1. STRUTS OTHER THAN EMT MAY {� _ ® > t t SIZE (DIAMETER) L (MAX. HEIGHT) REQUIRED ENGINEERING CALCULATIONS. t t "'°: w ', V t t 1/2" x 22 GA. 3'-0" t 2. STRUTS OTHER THAN EMT MAY 1/2►> MAX. .Z-1 tom" t t r t t 3/4" x 22 GA. 4�-0�� .. Z t t METAL TOP TRACK ,-I-I w ° + t ' METAL TOP TRACK REQUIRED ENGINEERING CALCULATIONS. w > t t 1 x 2O GA. 6 --0 LONG AND HEAVY STRUTS PRESENT U 1 1 4 x 20 GA 7 —o 3 U t t R WA METAL T I t ` SCREWABLE METAL STUD /2" x 20 GA. $'•-6" THEREFORE, THE APPLICANT OMAY BE +I -'" SCE BLE E L STUD I t 1 1 5 ►> g >� 2" x 20 GA. 11 ,-6a. REQUIRED TO PROVIDE CALCULATIONS 0 o w WITH /8 THICK TYPE X WITH Y8 THICK TYPE X 2 1/2 x 18 GA. 14 —6 SHOWING THAT ADDITIONS STRUT LOAD EXTERIOR 1/4" MAX. �' > GYPSUM. WALL BOARD EACH GYPSUM WALL BOARD EACH 3" x 16 GA. 17'•-3" CAN DE SUPPORTED VERTICALLY BY THE SIDE. SIDE. 3 1/2" x 16 GA. 23'•-3" SUSPENSION SYSTEM ELEMENTS SUCH AS MAIN RUNNERS, VERTICAL AND 0 SPLAYED WIRED, ETC.Rs 0 THRESHULU A 6 1 30" " U S P E N "U" E 0 um" C"'EILINU C 123 LATERAL BOR&Aa CING 9 LA' m �im E OR` A L [3% RA"' I "'No G""' kwo to 3 V MIN, OF (2) 12 GA -------EXISTING CONCRETE. HANGAR WIRES TO STRUCTURE ABOVE (MAY BE SLACK) SCREWABLE METAL STUD d • t t WITH V8 THICK TYPE X GYPSUM WALL BOARD EACH �. " --EXISTING METAL DECK. SIDE. SUSPENDED t t CEILING GRID t . 4 �• t i ,r- t r t t CONTINUOUS 20 GAUGE 4 BOTTOM TRACK WITH .177 e 3 2-0,,,-,,,.GA,UGE , MET�4 POWER DRIVEN SHOT PINS p w y A v, r t t @ 16" O.C. ICBO# 2388. " O.C. W/ (2) "HILTI" SHOT t + d + + PINS 'DN.4047P ONCRETE SLAB FLOOR. ! t LIGHT FIXTURE ( LESS THAN 56 a ate 10/1 LBS.) t- r '.l Revisions: C� 05.27.03 PLAN CHECK i9. r T • f, F Stamp: ' w' o� 5�D APC p" moo �. R •°°• � r ' 199 REN. 91/03 °°•°° � F OF CO-\t Project name: FLEET 2020 E. FIRST STREET a SUITE 101 SANTA ANA, CA .0 d Sheet title: LD EI IM 3 .0 0 a LS 0 Z Date: •. 04.15.03 1✓ , Drawn by: R.C.A. Project #: s 03028 CFile name: c Projects/1_Colton/2020 E. First/Fleet Boston Q Sheet: D 1 i..