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GENERAL NOTES ABBREVIATIONS FIRE DEPARTMENT NOTES STANDARD SYMBOLS PROJECT DIRECTORY DRAWING INDEX
CENTRAL
ARCHITECTURAL PLUMBING LANDSCAPE - TA��BID
LANDSCALE ARCHITECT: AO TITLE SHEET
PO.1 SCHEDULES, LEGEND, NOTES TS-1 TITLE SHEET
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING CODE AND ALL OTHER A.F.F� ABOVE FINISH FLOOR 1. BEFORE LUMBER IS DROPPED, RCFPD MUST APPROVE THE FIRE COLUMN LINE OR AO.2 GENERAL NOTES PO.2 PLUMBING SCHEDULES TS-2 TITLE SHEET L��j
GRID LINE. A03 HANDICAP NOTES
APPLICABLE CODES AS ADOPTED BY LOCAL CITY ANDCOUNTY ORDINANCES. ALUM. ALUMINUM ACCESS ROAD AND THE WATER SUPPLY. CONTACT THE FIRE RJM DESIGN GROUP P21 PLUMBING FLOOR PLAN FP-1 FIRE ACCESS PLAN
@ AT SAFETY DIVISION WHEN THE PROJECT IS READY FOR INSPECTION 3 AO.4 HANDICAP NOTES P3.1 PLUMBING ROOF PLAN FP-2 FIRE PLAN DETAILS
1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF BD. BOARD 1591 CAMINO CAPISTRANO AO�5 TYPICAL HANDICAP DETAILS P4.1 ENLARGED PLUMBING PLANS L1.1 CONSTRUCTION PLAN IL
MATCH LINE SHADED PORTION r-__77
BLD'G. BUILDING SAN JUAN CAPISTRANO, CA 92675 AO.6 SITE PLAN / BUILDING EXIT PLAN P4.2 ENLARGED PLUMBING PLANS Ll�2 CONSTRUCTION PLAN
CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
IS THE SIDE CONSIDERED,
BOT� BOTTOM 2. THE ACCESS GATE MUST OPEN AT THE SPEED OF I FOOT PER AO.7 BUILDING EXIT FLOOR PLAN
P4.3 LARGE SCALE PLUMBING PLANS Ll.3 CONSTRUCTI
OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH,THE JOB. DO NOT SCALE THE DRAWINGS. CAB. CABINET SECOND. THE ELECTRIC GATES MUST BE PROVIDED W/A KNOX (949) 493-2600 AO�8 BUILDING AREA SEPARATION WALL PLAN ON PLAN
(949) 493-2690 FAX P6.1 PLUMBING DETAILS Ll.4 CONSTRUCTION PLAN
CLG. CEILING A1.0 OVERALL SITE.PLAN P&2 PLUMBING DETAILS L1,5 CONSTRUCTION PLAN
OVERRIDE SWITCH A TRAFFIC LOOP ON THE INSIDE OF THE GATE
1 NO SHEAR OR BEARING WALLS ARE TO BE REMOVED WITHOUT PROPER CALCULATIONS. C. CENTERLINE 2 ------DETAIL IDENTIFICATION A10 OVERALL FLOOR PLAN LT� P-A
WILL BE PERMITTED. L1.6 CONSTRUCTION PLAN
CLR. CLEAR
A01 SHEET WHERE DETAILS DRAWN ARCHITECT A2.1 ENLARGED PARTIAL FLOOR PLAN ELECTRICAL
4. CONTRACTOR TO PROVIDE ALL ELECTRICAL OR GAS HOOK UPS FOR WATER HEATERS, HVAC AND COL. COLUMN L1.7 CONSTRUCTION PLAN
CONC. CONCRETE A2.2 ENLARGED PARTIAL FLOOR PLAN SEO.1 FIXTURE SCHEDULE SYMBOL LIST& DETAILS L1.8 CONSTRUCTION PLAN
APPLIANCES SUPPLIED BY OWNER OR AS SPECIFIED IN THE DRAWINGS. 3. ALL COMBUSTIBLE CONCEALED AREAS OF THE BUILDING MUST BE A2.3 ENLARGED PARTIAL FLOOR PLAN
A. SE1.1 PANEL SCHEDULES & DETAILS L1.9 CONSTRUCTION PLAN P A R K ,
CONT� CONTINUOUS ROBERT R. COFFEE, ARCHITECT + ASSOCIATES
FIRE SPRINKLERED IN ACCORDANCE W/ NFPA 13, 1999 EDITION A2.4 ENLARGED PARTIAL FLOOR PLAN SE2.0 SITE PLAN
CONTR. CONTRACTOR LI.1 0 CONSTRUCTION PLAN
5. ALL BUILT IN PLUMBING FIXTURES SHALL BE SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR SECTION IDENTIFICATION 3111 SECOND AVENUE SUITE 3 A2�5 OVERALL ROOF PLAN
SE2.1 SITE PHOTOMETRIC RANCHO CUCAMONGA
DED� DEDICATED L1.1 1 CONSTRUCTION PLAN
TO SUPPLY ALL NECESSARY INFORMATION FOR CUT OUTS TO BE PERFORMED BY CABINET SHEET WHERE DETAILS DRAWN CORONA DEL MAR, CA 92625 A2.6 ENLARGED ROOF PLAN
SE3.0 PARTIAL SITE PLAN
DET. DETAIL L21 CONSTRUCTION DETAILS
4� OCCUPANTS MUST VISUALIZE 2 EXITS SIGNS IN OPPOSITE DIRECTIONS
CONTRACTOR. A2.7 OVERALL FINISH FLOOR PLAN
D.F. DRINKING FOUNTAIN (949) 760-8668 EO.1 GENERAL NOTES & SYMBOLS LIST L2.2 CONSTRUCTION NOTES
6. ALL FINISHES, MATERIALS, HARDWARE, FIXTURES OR OTHER FINISH ITEMS SHALL BE SUBMITTED BY Dik DIAMETER IN ALL COMMON AREAS. THE MAX. DISTANCE TO AN EXIT SIGN IS (949) 759-9381 FAX A2.8 ENLARGED PARTIAL FINISH FLOOR PLAN EO.2 FIXTURE SCHEDULE &TITLE 24 CALCULATIONS L3.1 IRRIGATION PLAN
DIAG. DIAGONAL 100'. PLEASE USE DIRECTIONAL SIGNS OR DOUBLE FACE SIGNS AS BOB COFFEE A2.9 ENLARGED PARTIAL FINISH FLOOR PLAN EO.3 SINGLE LINE DIAGRAM L3.2 IRRIGATION PLAN
PRODUCT OR CUT SHEET TO THE OWNER'S REPRESENTATIVE FOR APPROVALS PRIOR TO ORDER. DIM� DIMENSION REQUIRED, INTERIOR ELEVATION NUMBER A2.1 0 ENLARGED PARTIAL FINISH FLOOR PLAN EO.4 PANEL SCHEDULES L3.3 IRRIGATION PLAN
REGGIE WILSON
DN� DOWN SHEET NUMBER A2.11 ENLARGED PARTIAL FINISH FLOOR PLAN EO.5 ENLARGED PLANS L3,4 IRRIGATION PLAN
7. N.I.C. (NOT IN CONTRACTOR) TO BE PROVIDED AND/OR INSTALLED AT TENANTS EXPENSE. EXTRA DWG. DRAWING A3.0 OVERALL EXTERIOR ELEVATIONS 1/1611 EO.6 ENLARGED ELECTRICAL ROOM PLANS L3.5 IRRIGATION PLAN
WORK SHALL BE APPROVED BY TENANT PRIOR TO CONSTRUCTION. DWR. DRAWER 5. THE INSPECTOR MAY REQUIRE ADDITIONAL EXIT SIGNS AT THE TIME All PARTIAL EXTERIOR ELEVATIONS 1/811
STRUCTURAL ENGINEER EO.7 LIGHTING CONTROL DIAGRAM L3.6 IRRIGATION PLAN
EA. EACH OF FINAL INSPECTION. PAINT COLOR A3.2 PARTIAL EXTERIOR ELEVATIONS 1/811 EO.8 LIGHTING CONTROL DIAGRAM L3.7 IRRIGATION PLAN -
11
8. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING ELECT, ELECTRICAL BASE SHIMAJI & LASCOLA A3.3 PARTIAL EXTERIOR ELEVATIONS 1/8 EO.9 LIGHTING CONTROL DIAGRAM L3.8 IRRIGATION PLAN
EQ. EQUAL A4.1 PARTIAL BUILDING SECTIONS
PERMITS. 23682 BIRTCHER DRIVE Ell PARTIAL LIGHTING PLAN L3,9 IRRIGATION PLAN
EXT. EXTERIOR 6� THE SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED BY A UL A4.2 PARTIAL BUILDING SECTIONS
El�2 PARTIAL LIGHTING PLAN L3,1 0 IRRIGATION PLAN
LAKE FOREST, CA 92630-1603
EXIST'G. EXISTING A4.3 PARTIAL BUILDING SECTIONS RJM DESIGN GROUP
9� ANY DECORATION USED SHALL BE NON COMBUSTIBLE OR SHALL BE FLAME PROOFED IN AN AND / OR FM CENTRAL STATION FIRE ALARM SYSTEM AND THAT E�El ROOM NUMBER E1.3 PARTIAL LIGHTING PLAN L3.11 IRRIGATION PLAN
F.D. FLOOR DRAIN (949) 770-9967 A4.4 PARTIAL BUILDING SECTIONS
APPROVED MANNER. F.E.C. FIRE EXTINGUISHER CABINET ALL DUCT SMOKE DETECTORS MUST ALSO BE MONITORED BY THE ElA PARTIAL LIGHTING PLAN L3,12 IRRIGATION LEGEND 31591 CAMINO CAPISTRANO
A4.5 PARTIAL BUILDING SECTIONS
ALARM. (949) 770-9542 FAX E2.1 PARTIAL POWER AND SIGNAL PLAN L3.13 IRRIGATION WATER CALCULATIONS SAN JUAN CAPISTRANO, CA 92675
F.H.C. FIRE HOSE CABINET A4.6 PARTIAL BUILDING SECTIONS
10. FURNISH AND INSTALL EMERGENCY LIGHTING AS SPECIFIED AND INDICATED BUT IN NO CASE SHALL WINDOW NUMBER E2.2 PARTIAL POWER AND SIGNAL PLAN L4.1 IRRIGATION DETAILS 949-493-2600 FAX 949-493-2690
FIN. FINISH RON SHIMAJI A4.7 WALL SECTIONS WWW.RJMDESIGNGROUP.COM
THE LIGHT VALUE BE LESS THAN ONE FOOT CANDLE AT THE FLOOR LEVEL IN ALL EXIT CORRIDORS FIXT� FIXTURE E2.3 PARTIAL POWER AND SIGNAL PLAN L4.2 IRRIGATION DETAILS
FLUORESCENT 7. THE BUILDING IS REQUIRED TO HAVE AN AUTOMATIC FIRE SPRINKLER A4.8 WALL SECTIONS
E2A PARTIAL POWER AND SIGNAL PLAN
AND STAIR SHAFTS. FLOUR. L5.1 SHRUB PLANTING PLAN
SYSTEM INSTALLED,AND THAT THE AFS MUST BE SUPERVISED BY A UL A4.9 WALL SECTIONS E3.1 ROOF PLAN CONSULTANT:
F.O�C. FACE OF COLUMN DOOR NUMBER MECHANICAL/ PLUMBING ENGINEER A4.1 0 WALL SECTIONS L5.2 SHRUB PLANTING PLAN
F.O.S. FACE OF STUD OR FM CENTRAL STATION SYSTEM. A SEPARATE PLAN CHECK L5.3 SHRUB PLANTING PLAN
ll� 44" MINIMUM CLEAR AISLES ARE REQUIRED FOR EXIT PASSAGE. A4.11 WALL SECTIONS
F.O.W. FACE OF WALL AUDIO VISUAL
SUBMITTAL IS REQUIRED FOR BOTH THE AUTOMATIC FIRE SPRINKLER L5A SHRUB PLANTING PLAN
F.S. FLOOR SINK KMA CONSULTING ENGINEERS A4.12 WALL SECTIONS
12. ALL INSULATION SHALL BE NON COMBUSTIBLE. SYSTEM AND THE FIRE ALARM SYSTEM, 125 EAST BAKER STREET, SUITE 260 A4.13 1 HOUR WALL SECTIONS AV-1 MAIN EVENT ROOM 101 A, B & C L5.5 SHRUB PLANTING PLAN
FURR. FURRING KEYNOTE NUMBER
A5.0 OVERALL REFLECTED CEILING PLAN AV-1 A ELECTRICAL PLAN - MAIN EVENT ROOM 101 A, B & C L5.6 SHRUB PLANTING PLAN
FURN. FURNISH(ED) FURNITURE COSTA MESA, CA 92626
A5.1 ENLARGED PARTIAL REFLECTED CEILING PLAN AV-2 MAIN EVENT ROOM 169 A & B L5.7 SHRUB PLANTING PLAN
11 ANY DECORATIONS (INCLUDING CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) USED SHALL BE NON GA. GAUGE (714) 662-7355
8. ROOMS THAT ARE BEING USED FOR ASSEMBLY PURPOSES THAT A A5.2 ENLARGED PARTIAL REFLECTED CEILING PLAN AV-2A ELECTRICAL SCHEDULE MAIN EVENT RM 169 A & B L5,8 SHRUB PLANTING PLAN
COMBUSTIBLE OR FLAME PROOFED IN AN APPROVED MANNER. GIL. GLASS REVISION CLOUD
MAXIMUM OCCUPANT LOAD SIGN MUST BE POSTED, IF THE SQUARE (714) 662-7328 FAX A5.3 ENLARGED PARTIAL REFLECTED CEILING PLAN AV-3 MEETING RM 114 L5.9 SHRUB PLANTING PLAN
GYP.BD. GYPSUM BOARD AROUND REVISION
FOOTAGE YIELDS MORE THAN 50 PEOPLE. A5.4 ENLARGED PARTIAL REFLECTED CEILING PLAN AV-5A REFLECTED CEILING ELEC. PLAN -WEST L51 0 SHRUB PLANTING PLAN
14� ALL INTERIOR WALL AND PARTITIONS SHALL BE DESIGNED AND CONSTUCTED TO RESIST ALL LOADS H. HIGH KIETH MATOI
A61 ENLARGED RESTROOM FLOOR PLANS AV-513 REFLECTED CEILING ELEC. PLAN -EAST L5.11 SHRUB PLANTING PLAN
TO WHICH THEY ARE SUBJECT BUT NOT LESS THAN A FORCE OF 5 POUNDS PER SQ.FT. H.C. HOLLOW CORE
PERPENDICULAR TO THE WALLS. HDWR. HARDWARE A6.2 ENLARGED LOBBY FLOOR PLAN AV-5C AUDIO VISUAL ELEC. PLAN -WEST L5.12 TREE & GROUNDCOVER PLAN
H.M. HOLLOW METAL 9. SMOKE DETECTORS IN HVAC AND DAMPERS MUST BE MONITORED WALL TYPE A6.3 ENLARGED KITCHEN FLOOR PLANS AV-5D AUDIO VISUAL ELEC. PLAN -EAST L5.13 TREE & GROUNDCOVER PLAN
15. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. HOR� HORIZONTAL BY THE FIRE ALARM MONITORING THE FIRE SPRINKLERS AND A ELECTRICAL ENGINEER A7.1 RESTROOM INTERIOR ELEVATIONS AV-5E ELEC. SCHEDULE EAST&WEST L51 4 TREE & GROUNDCOVER PLAN
HR. HOUR SEPARATE PERMIT IS REQUIRED. A7.2 RESTROOM INTERIOR ELEVATIONS AV-6 SENIOR EXERCISE ROOM#160 L5.15 TREE & GROUNDCOVER PLAN
THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. HT. HEIGHT GLP KARJALA / KULONIS, INC. A7.3 INTERIOR ELEVATIONS AV-7 SENIOR MULTI-PURPOSE ROOM#158 L5.1 6 TREE & GROUNDCOVER PLAN SUB CONSULTANT:
H.V,A.C. HEATING,VENTILATING,AIR CONDITIONING 3185 - C AIRWAY AVENUE A7.4 INTERIOR ELEVATIONS AV-8 COMMUNITY CENTER DANCE ROOM#112 L5.1 7 TREE & GROUNDCOVER PLAN
16. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND INSUL. INSULATION 10. ALL DUCT SMOKE DETECTORS MUST BE INSTALLED IN THE SUPPLY CONSTRUCTION NOTES A7.5 INTERIOR ELEVATIONS AV-9 INTERNET CAFE #166 L5.1 8 TREE & GROUNDCOVER PLAN
SHALL NOT REQUIRE TIGHT GRASPING, PINCING OR TWISTING OF THE WRIST. THE FORCE REQUIRED INT. INTERIOR PLENUM OF THE HVAC EQUIPMENT AND INDICATE THAT ALL HVAC COSTA MESA, CA 92626 A7�6 INTERIOR ELEVATIONS AV-10 DETAILS L5.19 TREE & GROUNDCOVER PLAN
JAN. JANITOR UNITS WILL BE EQUIPPED WITH DUCT SMOKE DETECTORS, (714) 751-1851 A7.7 INTERIOR ELEVATIONS L5.20 TREE & GROUNDCOVER PLAN
TO ACTIVATE CONTROLS SHALL BE NOT GFREATER THAN 5 POUNDS. J-BOX JUNCTION BOX REGARDLESS OF CFM CAPACITY. I� DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS GOVERN.ALL (714) 751-4216 FAX A7.8 INTERIOR ELEVATIONS FOOD SERVICE L5.21 TREE & GROUNDCOVER PLAN
LAM. LAMINATE A7.9 INTERIOR ELEVATIONS L5.22 TREE & GROUNDCOVER PLAN
17. SWITCHES AND CONTROLS FOR LIGHTS,VENTILATION, FIRE ALARMS, ETC. MUST BE PLACED 36170 4811 LAV. LAVATORY PARTITION LOCATIONS, DIMENSIONS AND TYPES,ALL DOOR AND JERRY LEONHARDT A7.1 0 INTERIOR ELEVATIONS FS-1.1 FOOD SERVICE LAY-OUT PLAN L5.23 TREE & GROUNDCOVER PLAN
ABOVE THE FLOOR. OUTLETS MUST BE NOT LESS THAN 15" FROM THE FLOOR. U.N.O. L.H. LEFT HAND 11. FIRE INSPECTION AND FINAL APPROVAL IS REQUIRED BEFORE THE WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. A7.11 INTERIOR ELEVATIONS FS-2.1 FOOD SERVICE EQUIPMENT SCHEDULE L5.24 TREE & GROUNDCOVER PLAN
LT. LIGHT IN CASE OF CONFLICT, NOTIFY ARCHITECT, PARTITION PLAN BY A7.12 INTERIOR ELEVATIONS FS-2.2 FOOD SERVICE EQUIPMENT SCHEDULE L5.25 TREE & GROUNDCOVER PLAN
18. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. MAINT. MAINTENANCE BUILDING DEPARTMENT WILL ACCEPT A BUILDING FINAL INSPECTION ARCHITECT SUPERSEDES OTHER PLANS. A7.13 INTERIOR ELEVATIONS FS-11 PLUMBING ROUGH - IN PLAN L5.26 TREE & GROUNDCOVER PLAN
MAT. MATERIAL REQUEST. PLEASE CALL 909-477-2713 TO SCHEDULE A FIRE INSPECTION. FS-4,1 ELECTRICAL ROUGH - IN PLAN L5.27 TREE & GROUNDCOVER PLAN
MAX. MAXIMUM 2. ALL PARTITIONS ARE DIMENSIONED FROM STUD FACE TO STUD CIVIL ENGINEER A7.14 MILLWORK PLAN & ELEVATIONS FS-5.1 REFRIGERATION AND CONDUIT PLAN L6.1 PLANTING DETAILS
19. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS MECH. MECHANICAL FACE. UNLESS OTHERWISE NOTED.ALL DIMENSIONS MARKED A8.1 ROOM FINISH SCHEDULE FS-5.2 REFRIGERATION DETAILS L6.2 PLANTING DETAILS
WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT MET. METAL 12. EMERGENCY ILLUMINATION IS REQUIRED THROUGHOUT THE EXIT "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS MCE CONSULTANTS A8.2 DOOR SCHEDULE FS-5.3 REFRIGERATION DETAILS
AS REQUIRED. MFR. MANUFACTURER PATH AND AREAS EXCEEDING AN OCCUPANT LOAD OF 100. OF ALL FINISHES INCLUDING CARPET, CERAMIC TILE,VCT, ETC. 1100 SO. COAST HIGHWAY, SUITE 318 A8.3 DOOR SCHEDULE FS-6.1 BUILDING WORKS AND EXHUAST PLAN
MIN. MINIMUM FIXTURES MUST PROVIDE A MIN. OF ONE-FOOT CANDLE AT FLOOR A8.4 WINDOW SCHEDULE FS-6.2 EXHAUST HOOD DETAILS BID ALTERNATES
20. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STFFENERS, BRACING, BACK UP PLATES AND misc. MISCELLANEOUS LEVEL. PHOTOMETRIC DESIGN IS REQUIRED. 3. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE LAGUNA BEACH, CA 92651 A8.5 WINDOW SCHEDULE FS-6.3 DISH MACHINE DETAILS LBA 7.1 BID ALT. CONSTRUCTION PLAN
SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, MTS. MOUNTED OF JAMB, UNLESS OTHERWISE NOTED. (949) 376-6407 A9.1 ROOF DETAILS FS-7.1 INTERIOR ELEVATIONS LEA 7.2 BID ALT, CONSTRUCTION DETAILS
TOILET ROOM ACCESSORIES AND PARTTIONS AND FOR ALL WALL MOUNTED SUSPENDED MUL. MULLION 13. THE FIRE SPRINKLER SYSTEM FOR THE BUILDING WILL NEED TO BE 4. PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON (949) 376-6417 FAX A9.2 EXTERIOR BUILDING DETAILS FS-7.2 INTERIOR ELEVATIONS LBA 8.1 BID ALT, IRRIGATION PLAN
MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT. NO. NUMBER UPGRADED ONE LEVEL FROM MINIMUM REQUIRED STANDARDS CENTER LINE OF COLUMN OR WINDOW MULLION, UNLESS OTHERWISE A9.3 WALL AND COLUMN DETAILS FS-8.1 CONSTRUCTION DETAILS / EQUIPMENT SECTIONS LBA 8.2 BID ALT. IRRIGATION PLAN
N.I.C. NOT IN CONTRACT TO MITIGATE LIMITED FIRE DEPARTMENT NOTED. RICH MOORE A9.4 WINDOW AND DOOR DETAILS FS-8.2 CONSTRUCTION DETAILS / EQUIPMENT SECTIONS LBA 8.3 BID ALT. IRRIGATION PLAN
21. AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLATION SHALL CONFORM TO UBC STANDARDS 9-1 & 9-3. N.T.S� NOT TO SCALE ACCESS TO THE EAST PARKING AREA OF THE BUILDING. A9.5 INTERIOR DETAILS LBA 8.4 BID ALT. IRRIGATION PLAN <<
0/ OVER 5� COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR A9�6 INTERIOR DETAILS LBA 8.5 BID ALT. IRRIGATION PLAN
O.C. ON CENTER DIMENSIONING,VERIFY EXACT LOCATIONS IN FIELD. A9.7 DOOR At4D WINDOW DETAILS CIVIL LEA 8.6 BID ALT. IRRIGATION PLAN CL
22� IN THE EVENT A HISTORICAL RESOURCE IS UNCOVERED DURING THE COURSE OF THE PROJECT/ OFF. OFFICE 14. BEFORE LUMBER IS DROPPED, RCFPD MUST APPROVE THE FIRE ACCESS KITCHEN CONSULTANT A9.8 DOOR AND WINDOW DETAILS C-1 TITLE SHEET LBA 9.1 BID ALT. SHRUB PLANTING PLAN uj
GROUND DISTURBING ACTIVITIES IN THE VICINITY OF THE FIND SHALL BE REDIRECTED UNTIL THE PLAS.LAM. PLASTIC LAMINATE ROAD AND THE WATER SUPPLY. CONTACT THE FIRE SAFETY DIVISION LBA 9.2 BID ALT. GROUNDCOVER PLAN
PL. PLATE 6. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS Al 0.1 BUS STOP SHELTER C-2 PRECISE GRADING PLAN LBA 9.3 BID ALT. GROUNDCOVER PLAN
NATURE AND EXTENT OF THE FIND,AS WELL AS THE APPROPRIATE DISPOSITION OF THE FIND CAN BE PLUMB. PLUMBING WHEN THE PROJECT IS READY FOR INSPECTION. ON FLOOR WITH PAINT FOR REVIEW BY ARCHITECT PRIOR TO � WEBB DESIGN STRUCTURAL A Ot Ai C-3 PRECISE GRADING PLAN
EVALUATED BY A QUALIFIED HISTORIAN. PLYWD. PLYWOOD 15, BEFORE LUMBER IS DROPPED, RCFPD MUST APPROVE THE FIRE ACCESS INSTALLATION, REVIEW WILL BE FOR DESIGN INTENT, CONTRACTOR 130 S. PROSPECT AVE. si GENERAL NOTES AND TYPICAL DETAILS C-4 PRECISE GRADING PLAN LANDSCAPE STRUCTURAL
21 IN THE EVENT AN ARCHAEOLOGICAL RESOURCE IS UNCOVERED DURING THE COURSE OF THE PROJECT, PR� PAIR ROAD AND THE WATER SUPPLY. CONTACT THE FIRE SAFETY DIVISION SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE TUSTIN, CA 92870 S1.1 TYPICAL DETAILS CONSTRUCTION C-5 PRECISE GRADING PLAN L.L:
PTN. PARTITION WHEN THE PROJECT IS READY FOR INSPECTION. PROPER FIT. (714) 508-1880 S2.1 PARTIAL FOUNDATION PLAN C-6 PRECISE GRADING PLAN LSI 0.1 STRUCTURAL DETAILS -�j7
4D GROUND DISTURBING ACTIVITIES IN THE VICINITY OF THE FIND SHALL BE REDIRECTED UNTIL THE RAD� RADIUS S2.2 PARTIAL FOUNDATION PLAN C-7 PRECISE GRADING PLAN LSI 0.2 STRUCTURAL DETAILS u
Gomm= NATURE AND EXTENT OF THE FIND,AS WELL AS THE APPROPRIATE DISPOSITION OF THE FIND CAN BE REF. REFERENCE 1& THE SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED BY A UL AND/ (714) 508-0010 FAX S13 PARTIAL FOUNDATION PLAN C-8 PRECISE GRADING PLAN
EVALUATED BY A QUALIFIED ARCHAEOLOGIST. REFR. REFRIGERATOR OR FM CENTRAL STATION FIRE ALARM SYSTEM AND THAT ALL DUCT MIKE DYEKMAN S2.4 PARTIAL FOUNDATION PLAN C-9 PRECISE GRADING PLAN TRAFFIC PLAN
REQ'D. REQUIRED S3.1 PARTIAL ROOF FRAMING PLAN C-10 PRECISE GRADING PLAN SP-1 SIGNING &TRAFFIC PLAN >_
24. IF HUMAN REMAINS ARE ENCOUNTERED,THE SAN BERNARDIMO COUNTY CORONER SHALL BE SMOKE DETECTORS MUST ALSO BE MONITORED BY THE ALARM. I
R.H. RIGHT HAND S3.2 PARTIAL ROOF FRAMING PLAN C-1 I PRECISE GRADING PLAN
A NOTIFIED WITHIN 24 HOURS. IF THE CORONER DETERMINES THAT THE BURIAL IS NOT HISTORIC, BUT RM. ROOM C-1 2 PRECISE GRADING PLAN DRY UTILITIES
PREHISTORIC,THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED TO D'ETERMINE THE R.O. ROUGH OPENING 17. SMOKE DETECTORS IN HVAC AND DAMPERS MUST BE MONITORED BY DEFERRED SUBMITTALS S3.3 PARTIAL ROOF FRAMING PLAN C-13 PRECISE GRADING PLAN 0
MOST LIKELY DESCENDANT (MLD) FOR THIS AREA. THE MILD MAY BECOME INVOLVED WITH THE SCHED. SCHEDULE THE FIRE ALARM MONITORING THE FIRE SPRINKLERS AND A SIGNAGE CONSULTANT S14 PARTIAL ROOF FRAMING PLAN C-14 DETAIL SHEET DU-1 DRY UTILITY LAYOUT
DISPOSITION OF THE BURIAL. S.C. SOLID CORE SEPARATE PERMIT IS REQUIRED, S4 CONSTRUCTION DETAILS C-1 5 WATER PLAN STREET IMPROVEMENT PLAN DWG. NO. 1892 :2:
SECT� SECTION 1. FIRE SPRINKLER SYSTEM GERALD STAMN DESIGN, LLC S5 CONSTRUCTION DETAILS C-1 6 WATER PLAN
16i S6 CONSTRUCTION DETAILS 1, TITLE SHEET
S.F. SQUARE FEET 18. ALL DUCT SMOKE DETECTORS MUST BE INSTALLED IN THE SUPPLY 206 W. FOURTH STREET, STE. 410 C-1 7 WATER PLAN A
25. DURING PROJECT SITE GRADING,ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE,SHALL BE S7 CONSTRUCTION DETAILS
SHT� SHEET PLENUM OF THE HVAC EQUIPMENT. 2� FIRE ALARM SYSTEM C-1 8 SEWER PLAN 2. BASE LINE RD. PLAN & PROFILE
4r SANTA ANA, CA 92701 S8 CONSTRUCTION DETAILS 3. BASE LINE RD. PLAN & PROFILE
EQUIPPED WITH PROPERLY OPEIRATING AND MAINTAINED MUFFLERS CONSISTENT WITH MANUFATURERIS slm� SIMILAR C-1 9 SEWER PLAN 4. BASE LINE RD. PLAN & PROFILE U
STANDARDS. EQUIPMENT AND EMPLOYEE STAGING,AS WELL AS STATIONARY CONSTRUCTION SPEC. SPECIFICATION 3. HOOD SUPPRESSION SYSTEM (714) 550-9981 S9 CONSTRUCTION DETAILS C-20 SEWER PLAN 5. BASE LINE RD. PLAN & PROFILE
*0 EQUIPMENT, SHALL BE LOCATED AT THE GREATEST DISTANCE FEASIBLE BETWEEN CONSTRUCTION- S.S. STAINLESS STEEL (714) 550-9982 FAX MECHANICAL -CIV C-21 EROSION CONTROL PLAN 6. BASE LINE RD. PLAN & PROFILE <<
40 STL. STEEL 7� MILLIKEN AVE. PLAN & PROFILE
RELATED NOISE SOURCE AND EXISTING RESIDENCES TO THE NORTH AND WEST OF THE SITE DURING 4. GANG NAIL TRUSS MO.1 MECHANICAL LEGEND, SHEET INDEX& C-22 EROSION CONTROL PLAN
CONSTUCTION. STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SO THAT EMITTED NOISE STOR. STORAGE GERRY STAMN EQUIPMENT SCHEDULE 8. MILLIKEN AVE. PLAN & PROFILE
STRUCT. STRUCTURAL MO.2 TITLE 24 FORMS C-23 HORIZONTAL CONTROL PLAN 9. MILLIKEN AVE. PLAN & PROFILE
IS DIRECTED AWAY FROM EXISTING RESIDENTIAL AREAS TO THE NORTH AND WEST OF THE SITE. SUSP. SUSPENDED M1.1 MECHANICAL ZONING PLAN C-24 DETAIL SHEET 10, BASELINE RD. STRIPING & SIGNAGE PLAN 0
SYM. SYMMETRICAL M2.1 MECHANICAL FLOOR PLAN C-25 10-SCALE DETAIL 11. BASELINE RD, STRIPING & SIGNAGE PLAN Z 0 U
26, CONSTRUCTION-RELATED ACTIVITIES SHALL BE LIMITED TO BETWEEN THE HOURS OF 6:00 am. & 8:00 p.m M2.2 MECHANICAL FLOOR PLAN C-26 10-SCALE DETAIL 12. MILLIKEN AVE. STRIPING & SIGNAGE PLAN
TELE. TELEPHONE AUDIO -VISUAL 13. TRAFFIC SIGNAL DETAILS
MONDAY THROUGH SATURDAY,AND FROM 10:00a.m TO 6:00 p.m SUNDAYS AND FEDERAL HOLIDAYS. TEMP. TEMPERED M2.3 MECHANICAL FLOOR PLAN C-28 1 O-SCALE DETAIL 14. BASE LINE RD. TRAFFIC SIGNAL PLAN 0
A PRE-CONSTRUCTION MEETIN SHALL BE HELD PRIOR TO ISSUANCE OF ANY BUILDING OR GRADING THX. THICK CIBOLA SYSTEMS, INC. M2.4 MECHANICAL FLOOR PLAN C-29 10-SCALE DETAIL 15. MILLIKEN AVE. TRAFFIC SIGNAL PLAN
PERMITS WITH ALL CONTRACTORS TO REVIEW THE ENVIORNMENTAL MITIGATION MEASURES PER THE T�O�W� TOP OF WALL M3.1 MECHANICAL ROOF ROOF PLAN
CITY COUNCIL'S ADOPTED MITIGATED NEGATIVE DECLARATION. TYP. TYPICAL 1118 EAST 17TH ST. M3.2 LARGE SCALE MECHANICAL ROOF PLAN SOUTHERN CALIFORNIA EDISON UNDERGROUND PLANS u
U.L� UNDERWRITERS LABORATORY SANTA ANA, CA 92701 M41 FLOW DIAGRAMS SECURITY SYSTEMS -
27. ISOLATE AND/OR TREAT FOR DISSIMILAR METALS AT ALL LOCATIONS WHERE DETAIL OCCURS. U.N.O. UNLESS NOTED OTHERWISE M5.1 MECHANICAL DETAILS 1. SCE DRAWING BASELINE W10 MILLIKEN - 03-404
(714) 480-0272 M5.2 MECHANICAL DETAILS ES-1.1 TITLESHEET 2. SCE DRAWING BASELINE W/O MILLIKEN - 03-404 z
V. VOLT M6.1 CONTROL WIRING ES-2.1 OVERALL SECURITY FLOOR PLAN 1 SCE DRAWING BASELINE W/O MILLIKEN - 03-404
V�C.T. VINYL COMPOSITION TILE (714) 480-0768 FAX M6.2 CONTROL WIRING <
28. ALL BASE & OVERHEAD CABINETS TO BE PROVIDED WITH LOCKS. M6.3 CONTROL WIRING ES-3.1 MISCELLANEOUS DETAILS 4� SCE DRAWING BASELINE W/O MILLIKEN - 03-404
LISA PERRINE ES-3.2 MISCELLANEOUS DETAILS 5. SCE DRAWING UNDERGROUND PLAN
U.
PROJECT INFORMATION REVISIONS 0 ,z
DELTA#: DESCRIPTION: DATE: DELTA#: DESCRIPTION: DATE: Lu
U >- Au
ADDENDUM #1 08/04/03 Qe
0 u
PROJ ECT ADDRESS MINIMUM PLUMBING FIXTURE CALCULATIONS: MINIMUM PLUMBING FIXTURE CALCULATIONS: 0
11200 BASELINE ROAD BASED ON: 2001 UPC TABLE 4-1 BASED ON: 2001 CBC CHAPTER 9 ADDENDUM#2 08/12/03
RANCHO CUCAMONGA, CA 91701 TYPE OF OCCUPANCY: OFFICE OR PUBLIC BUILDING. TYPE OF OCCUPANCY: GROUP A AND GROUP B. z
OCCUPANCY ADDENDUM -03 08/15/03 U uj
GROUPS; A2.1, A-3, B 25 EMPLOYEE'S 25 EMPLOYEE'S, GROUP B Zi- - z
OCCUPANT COUNT (M/W): 12.5 / 12.5 OCCUPANT COUNT (M/W): 12.5 / 12.5
C 0 N S T R U C T 10 N
SENIOR /COMMUNITY CENTER TYPE V-N (FULLY SPRINKLERED) REQUIRED MEN'S WOMEN'S REQUIRED MEN'S WOMEN'S ADDENDUM#4 08/26/03
RFIRE SPRINKLER SUBSTITUTION FOR 1-HOUR
QUIREMENT PER CBC SEC. 508) WATER CLOSETS (1:15) 1 (1:15) 1 WATER CLOSETS (1:15) 1 (1:15) 1 <<
THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES URINALS (1:10) 1 0 LAVATORIES (1:2 WATER CLOSETS) 1 (1:2 WATER CLOSETS) 1 102
CALIFORNIA BUILDING CODE 2001 CBC LAVATORIES (1-40) 1 (1:40) 1
UNIFORM PLUMBING CODE 2000 UPC
UNIFORM MECHANICAL CODE 2000 UMC
NATIONAL ELECTRICAL CODE 1999 NEC PROVIDED MEN'S WOMEN'S PROVIDED MEN'S WOMEN'S
CALIFORNIA FIRE CODE 2001 CFC, RFCFPD ORDINANCE 15 AND 39 WATER CLOSETS 1 1 WATER CLOSETS 1 1
PROJ ECT TABU LATIO NS URINALS 1 0 LAVATORIES 1 1
SENIOR CENTER: 27,660 SF LAVATORIES 1 1 -REVISIONS FOR CITY USE ONLY
COMMUNITY CENTER: 29,420 SF VICINITY MAP DATE DESCRIPTION APPROVED INITIAL DATE TITLE:
TOTAL: 57,080 SF 08/04/03 ADDENDUM#1 STREET
08/15/03 ADDENDUM#3 WATER/SEWER TITLE SHEET
OCCUPANCY: GROUP A OCCUPANCY: GROUPB 08/26/03 ADDENDUM#4 GRO/DRAIN
BASIC ALLOWABLE: 10,500 SF BASIC ALLOWABLE: UNLIMITED AS PER 2,706 NON - EMPLOYEE'S 2,706 NON - EMPLOYEE'S TRAFFIC
SEPARATION ON 3 SIDES X2 CBC SECTION 505.2 OCCUPANT COUNT (M/W): 1,353 / 1,353 OCCUPANT COUNT (M/W): 1,353 1,353 FINAL CHECK
TI-,000 SF REQUIRED MEN'S WOMEN'S REQUIRED MEN'S WOMEN'S R/W
AS CONST,
BUILDING AREA 1: OCCUPANCY A 13,378 SF OCCUPANCY B 4,452 SF WATER CLOSETS (3:400) + 2 = 5 (11:400) + 8 19 WATER CLOSETS (4:300) + 6= 10 (8:400) + 8 = 16
ANCILLARY 6,4 61 S F ANCILLARY 21120 SF
URINALS (4:600) + 3 = 7 0 LAVATORIES (3:750) + 2=5 (3:750) + 2 =5
TOTAL: 19,839 SF TOTAL: 6,572 SF Lernon Ave FOR PRIVATE USE
THESE PLANS WERE PREPARED BY:
LAVATORIES (3:750) + 2 5 (3:750) + 2 5
AR
INITIAL DATE
R. C
19,839 SF 6,572 SF
+ .94 + 0 = 34< 1
DRAWN
21,000 SF UNLIMITED
PROVIDED MEN'S WOMEN'S PROVIDED MEN'S WOMEN'S
CHECKED
1,0.C10 2
NAME DATE
BUILDING AREA 2: OCCUPANCY A 12,590 SF OCCUPANCY B 2,568 SF WATER CLOSETS 9 17 WATER CLOSETS 9 17
LICENSE NUMBER FILE REN.07-31-05
ANCILLARY 2,054 SF ANCILLARY 1,883 SF URINALS 7 0 URINALS 7 0
trapekla nd
TOTAL: 14,644 SF TOTAL: 4,451 SF LAVATORIES 8 10 LAVATORIES 8 10 PROJECT SITE R. CITY OF RANCHO CUCAMONGA
6gisal-itia Rd .5e-line OF A �O
14,644 SF 4,451 S F
+ .69 + 0 = .69 < 1
PROJECT NAME
21,000 SF UNLIMITED �5 CENTRALPARK
JOB NO�: 2002-04
NOTE: THE FAMILY RESTROOM AND STAFF RESTROOM FIXTURE COUNTS ARE NOTE: THE FAMILY RESTROOM AND STAFF RESTROOM FIXTURE COUNTS ARE SENIOR CENTER AND COMMUNITY CENTER
INCLUDED WITH THE FIXTURE COUNT FOR THE WOMEN INCLUDED WITH THE FIXTURE COUNT FOR THE WOMEN 11200 BASELINE RD. RANCHO CUCAMONGA CA 91701
DRAWN BY: NSG
MAXIMUM OCCUPANCY LOADS: APPROX. 2731 PEOPLE (25 OF WHICH ARE EMPLOYEE'S) DRINKING FOUNTAIN REQUIRED: 7 DRINKING FOUNTAIN REQUIRED: 7 SHEET TITLE
DRINKING FOUNTAIN PROVIDED: 10 DRINKING FOUNTAIN PROVIDED: 10 TITLE S�,IIEET
GROUP All: 9,643 SF @ 7 SF PERSON 1377 PEOPLE CHECKED BY: RAW
,US,Hisloric RmAe 613 Foothill Blvd
GROUP Al 2,582 SF @ 7 SF PERSON 368 PEOPLE CLICaMonga: (DISO f APPRO
GROUP Al 13,743 SF @ 15 SF / PERSON =916 PEOPLE
DATE: 10- 0-03
GROUP B: 7,020 SF @ 100 SF PERSON 70 PEOPLE
DATE onu %
to 1,,�rn COMMUNITY SERVICE DIRECTOR
-�4
SHEET:
APPROVED
0 Yahoo! c 0 2 :_'l N a v I ast i o n 7e-n 7 f SHEET 0 F
0 DRAWING
NO,
bATE RCE NO. CITY ENGINEER
0
142;M-1
I= min
k,,ENTRAL
Q�
V Oki,
?,901 CAUE,013NIA FIRE CODE
P-.d A
ARTICLE 87 FIRESAFETY DURING CONSTRUCTIO�s
ALTERATION OR DEMOLITION OF A BUILDING P A R K
R A N C H 0 C U A M 0 N G A RANCHO CUCAMONGA FIRE DISTRICT
U I L D I N G t, N D 6 A f E Ty SECTION 8701 SCOPE on each flew th=shall be proAded a 2.112-i=h(63.5 mm) KNOX BOX SECURITY SYSTEMS INSTALLATION POLICY
valve outlet forfiredoparttneatuse Whexeconstructi=,heightm-
Buildings undergoing construction,alteration or defnolition shall quires installadon of a Class M smdpipe,fLre pnmps,and water
Nlemomnd= be in accordance,with Article 87. main copn6cdons.shall be provWed to serve thestandpipe.
-mdpipes. Temporary standpipes
8704A.3.2 Tempor2ry st,
DATE.- June 24, 2003 SECTION 8702- PERMrTS allowed to be*vided in place of permanent syste=if they
6 'designed to Airaish 500 gillons(1893 L)of water per mm, ute.at
TO.- Robert R. Coffee, Project Architect PoT perudts to conduct asbestos-removal operatiorLs regulatx�d by 50 pounds per square inch (345 kPa) press=with a standpipe
Section 9707,see,Section 105,Fern-dt.a.A.. size of not less than 4 inches(101.6 mm).All outlets shall not bt WHEN KNOX BOXES ARE INSTALLED ON BUILDINGSWITHIN THE RANCHO
FROM Trang Huynh, Building and Safety Official less than 211,2 inches(63.5 mm),Pumping equipment sufficient to CUCAMONGA FIRE DISTRICT, THE FOLLOWING SHALL APPLY:
SUBJECT-. SENIOR CENTER AND COMMUNITY CENTER SECTION S703-APPROVALS Mvide this pressurc and volume shall be available at all times
when a Class M standpipe system is required.
LOCATED AT 11200 BASELINE ROAD Approval of the safety prccaution.6 required for buildings being RJM DESIGN GROUP
RANCHO CUCAMOMGA, CA 91701 altend or demolished my be.required by the cldcf in 8704A,3-1 DetaHed requirev=ts. Standpipe systcu-m for I. ' They shall be installed within 10 feet of the fmnt door, in either
constructed, apprcrvals requi=d for specific operations or pro- buildings under c=tmction shall be installed as rcquired for per- direction, but shall = be installed in the ceiling or sidewalk areas, 31591 CAMINO CAPISTRANO
addition to other manent standpipt syst=�S- SAN JUAN CAPISTRANO, CA 92675
cc=s associated with=ch construction,alteration or demolition- dcbris. sball not be 949-493-2600 FAX 949-493-2690
After my discussion with International Code Council (ICC) and our plan check EXCEMON; BWIdings dpzign=d as Grmp R,Di6sioa 3 or $704.5 Combwfible Debris. Combustible or any other area in which they are not easily acccssible. WWW.RJMDESIGNGROUP.COM
consultant (ESGIL) on Thursday, June 19, 2003, 1 have concluded that you can use Gmup U do tiot require approval of MW Pr=aUtiQM. a=mulated witbin buildings.Combustible debris,rubbish and
section 505.2 of CBC/UBC for unlimited area for group 13 occupancy inside this waste material sball bc�removed from buildinp as often as pracd- 2. The top of the box shall be no higher than 7 feet nor lower than
building. -cAL Combustible debris, waste material and =Sh sb4l not be 5 feet from ground Wel when installcd. CONSULTANT:
SECTION 8704-FIRESAFETY DURING burned on the sit�,unless approved.
Sections 104.2.7 and 104.2.8 of CBC/UBC alloVv the Building Official to grant CONSTRUCTION 87"6 Motor Equipmeut. EA=al-combustion-powered. 3. They must be installed in such a ma=cr as m be clearly visible and
87"1 G�wernl- Bufldings.under construction shall bc�in accor- conm=aon equipm=t shall be used Lq accordance with the fol- free from any obstruction (including trees, bushes, etc.)
modifications or altemate method of construction with appropdate findings. The dance with Section 8704. lowing:
following findings are applicable to the justification for unlimited area for group 13 of 8,704.2 Access Roads. Fire depaMnent acces�,,maa sball be es- 1. Equipment Oall be locatcd so that exhausts do not disch2rge 4. If the box is of the alarmed type, the letter "A", in either yellow or
occupancy in this case. tablished and maintdned in acc=L-mce with Section 902. apinst combustible material, white, shall bc placed on the door of the box.
iblt
EXCVMON.- Wh= appmved, tMV*='y access mads of a 2, Wben possi -,exhausts shall be piped to the outside of the
1. The building has more than 320 ft. of open space (yard) on all sides of the vextical c1r.E=ce and su6acz wlich provide-ac=ss for fue de. buildiag
widtb. 5. The box shall not be painted, as this hampers and, mi some cases,
p=tt=t appsra==aRowzd to be tiscd untfl pcn=n=t roads
the fire hazard to the adjacent 3. Equipment shall nat be mfutled while in operation,and prohibits, cntry into the box.
building, According to ICC and Esgil's opinion i=UICL
buildings and structures are almost non-existent in this case. 4. Fuel for equipment shall ba.5tored i:n an approved area out-
87o4,3 Woler Supply, Water main's and hydrants Sball be, side of the building. 6. The red reflective Knox box decal must be placed on the front door
installed and upmtioaal in acwrdance with
sible from two streets. 8704.7 Heating Devices. Tcmporary hoating de,�ices shall be of at either edge, not more than 5 fect. fmm ground level.
2. The site has vehicular driveway access that is acces EXCEPUON; Wb=appmved,a=nPo=ywzer supply fQrf=
Two large parking lots are located next to the building, which provide easy pmtec;Ean it.aUov,�-cd to be tsed=tU pftm==t fa-i-.promctioA Sys- an approved Vype,located away from combastible materWs,and
tzm am attended and maintained by competent personneL In the CM wherc one Knox box is imstalled in a building where thcre SUB CONSULTANT:
access for emergency vehicles and pemonnel.
8704A Fire FrotectiorL 8704.8 Smoking. Smolcing sball be prohibited,=cept in those will be multiple tenants, a decal shall be placed on thr, wain en"y
BC/UBC allows unlimited area for type B, K occupancy areas applroved-V&m mquired by the chief,a sWmble.numh�cx anc door of each suite. Decals shall be purchased and installed prior
3. Section 505.2 of C 87"A.1 -Gremm], Du6ag the constuction.of a bixildii�g and un- Wo of No SMOEiNG signs shall be posta to calling for final fire inspectiLon.
(such as shopping denter with thousands of people) and it only requires sixty til the permanent fn-extinguiskng system has been installed and 8704.9 Cntft and Welding. Cutting and welding operatiom
foot yard around the building. This project has less people and has more is in service,fire proteadon shall be provided in acoordance with shall be in accord2rice with Article 49. 7. All keys placed inside the box must be markcd for the doors oa which
Section 8704.
distance for open yards. 8704.10 Flame-producing.EquipmenL The ust of torches oi they an to be uscd (a koy tag may be anached).
8704A.2 Fire exfinguishers. Fire extingWshers sball be pro- flame-producing devices for the sweating of pipe joints shall be ir
4. The project has a fire sprinkler system inside the building with multiple exit vided fm buildings under construcdon wb=required by the chief. accordance with Article 49.
The numbcr and t3W of extinguish=sMI be as required by the 8. Prior to fmal occupancy inspection, the Knox box must be locked by
doors. chief,and the type of extinguisher sball be suitable for the type of 8704.1-1 Fhudmable Liquid& The storage,use and handling a fire district peruonncl, with tagged' and identificd koys inside. Door
fire associaW with the ha=ds present. t1ammable liqWds sball be in accox-dancr,with Article 79.Ventila- shall be attached with the chain provided and roady for lack-up by
The above reason5 are sufficient for the use of Section 505.2 for unlimited area for tion shall br.providled.for operations udli:zing the applicadon a, the fire inspector at the scheduled inspwion time.
87"4.3 Standplpe& mawrials,contakfing flamrnable solvents.
group 13 occupancy. You still need to provide analysis for allowable floor area for 8704A.3.1 Where required. Evexy building four stories or 8704.12 Opcn-ffime Devices. Open-flame devices and othe!
group A occupancies associated with the appropriate type of construction. m=in height sball be provide-d.with not less than one standpipt sowces of igTdtion shall not be located in areas whereflarnm It
for use during oonstruction. Sucb standpipes shall be installed
materials are being u=L
when the progrws of con=ction is not mme than 35 f�et(10 668 8704.13 MpWt and Thr Kettle& Asphalt and.tar kettler.shal
=)in hiig&aboyr,the lowest lovol of f=dopartz=t a==.
I hope this information is helpful to you. Such standpipe shall be provided with fae deparlment hose con- bt located and op=ted in accordance with Section 1105.
nections at acccssible locations 4acent to usable stairs and the 8704.14 Temporary Electxical Wiri0g. Temporary electrica
Thank You, standpipe outlets sball be located 4acent to such'usablc stairs. wiring shall be in=urdancz with Section 8503.
Such standpipe systems shall be e;dended as construction prog-
u:sses to witWn onc floor of the highcst point of cons=cdon hav- 8704.15 Building Access. Wh=rcquired by the chief,access v
urp'ose of f
ing secured decldng or flooring. buildings for the p. irefigbting shall be provided.
CL
1-26'
Trang Q. Huynh, P.E.
Building and Safety Official Ae.10
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R A N C H 0 CU C A M 0 N G A
RANCHO CUCAMONGA FIRE DISTRICT Ogg:;
man
rJ .Qt CON & TRUCTION 6EPVICE6 FIRE-EXTINGUISHER INSTALLATION AND SPACING REQUIREMENTS
% f It
)5U I L 1) 1 IN 0 A N Z) A F 9 7 Y
[ 0nQ ) A '7 ?1 _ r) t7i !% n rnK1C!-rr-3Uf--r1nK1 At -rC--p InKIC -rinkl
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Jo %.0 .,rJ -x4 & QL .L ,,p Pr-r%-')1RF%TPA%BQLE FIFR.E MArIZE Rr\EQ%U111R\ED "'UIRMING r-tL- 11- �-% "Raw,
OF ANY BUILDING, AND SHALL'BE PROVIDED ACCORDING TO FIRE DEPARTMENT REQUIREMENTS. SIZE(S),
TYPE(S) AND LOCATION(S) SHALL BE DETERMINED BY THE FIRE DEPARTMENT PR OR TO INSTALL Z
-TEmpoRARY POWER RELEASE FIRE EXTINGUISHERS SHALL BE TAGGED BY A COMPANY LICENSED BY THE STATE FIRE MARSHAL PRIOR UJ
TO INSTALLATION. (UFC, 1991 edition, 10.505(a); 87.103(d)2;CCR T-19:3.29)
CHECKLIST & PROCEDURES
SIZE AND SPACING REQUIREMENTS
r
THE FOLLOWING ITEMS ARE REQUIRED TO BE COMPLETED PRIOR TO POWER TRAVEL
RELEASES; HAZARD MINIMUM SIZE AREA DISTANCE
LIGHT 2AI OBC 5,000 SQUARE FEET 75FEET
1 THE CONFIDENTIAL BUSINESS OCCUPANCY INFORMATION AND UTILITIES SHUT OFF FORM (BLUE ORDINARY 3A40BC 3,000 SQUARE FEET 75FEET UJ
FORM)MUST BE COMPLETELY FILLED OUT AND SUBMITTED. EXTRA 4ASOBC 4,000 SQUARE FEET 50 FEET
2. THE FI.RE DEPARTMENT ACCESS SHALL BE COMPLETED PEP.THE APPROVED PLANS AND RCFPD LIGHT HAZARD: OFFICES,CLASSROOMS,CHURCHES,ASSEMBLY ROOMS, RESIDENTIAL
STANDARDS. THIS INCLUDES AC PAVING AND IDENTIFICATION OF FIRE LANES.
3. THE UNDERGROUND FIRE LINE MUST BE COMPLETELY IN5TALLED, TESTED, AND FINAL ORDINA�,Y HAZARD: RETAIL STORAGE&DISPLAY, LIGHT ImANUFACTURING,WAREHOUSES AND INDUSTRIAL WITH MINIMAL
ACCEPTANCE GRANTED. FOO-8, PIVS AND BACK FLOW DEVICES MUST BE PAINTED RED, AND COMBUSTIBLE STORAGE
HYDRANTS MUST BE PAINTED YELLOW. SIGNAGE AND BOLLARDS MUST BE INSTALLED IN Cale
ACCORDANCE TO RCFFD STANDARDS. EXTRA HAZARD: AUTO REPAIR, AIRCRAFT REPAIR,WAREHOUSES& INDUSTRIAL WITH COMBUSTIBLE MATERIALS, HIGH-PILED
0�;
STOCK, FLAMMABLE LIQUID USAGE.
4. THE OVERHEAD FIRE' SPRINKLER SYSTEM� SHALL BE INSTALLED, TESTED AND #1NAL
��k 41\
A
CCEPTANCE GRANTED.
REQUIRED SHALL HAVE PLAN CHECK APPROVAL, BE COMPLETELY INSTALLED (INCLUDING
5. THE FIRE ALARM (SPRINKLER MONITORING, SMOKE DETECTION, OR EVACUATION SYSTEMS)
PHONE LINES)AND MUST BE READY FOR TESTING.
6. ALL THE REQUIRED EXITS SHALL BE COMPLETE AND LEAD TO A PUBLIC WAY. THIS INCLUDES REVISIONS FOR CITY USE ONLY
ANY CONCRETE FLAT WORK AND AC PAVING THAT WOULD LEAD EXIT SYSTEMS TO A PUBLIC DATE DESCRIPTION APPROVED INITIAL DAT�
WAY. TITLE:
STREET
7. ALL THE INTERIOR ILLUMINATION INCLUDING -rHE EMERGENCY-LIGHTING AND THE F-XIT SIGNS WATER/SEWER
SHALL BE INSTALLED. THE LIGHTING SYSTEM MUST BE READY FOR TESTING. GRO/DRAIN GENERAL NOTES
TRA.FFIC
8. ALL FIRE EXTINGUISHERS SHALL BE INSTALLED. THE MANUFACTURER'S DATE MUST BE
FINAL CHECK
CURRENT OR THE UNIT MUST SE TAGGED. THE TYPE AND SIZE OF THE EXTINGUISHERS MUST
BE PER RCFPD STANDARDS. R/W
AS CONST.
ALL THE FIRE PkarECTION SYSTeMS Rr=QU1RE�0 FOR ANY SPECIFIC HAZARID SHALL HAV5 PLAN
CHECK APPROVAL,AND SE INSTALLED AND R5ADY FOR TESTING.
THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
PAGE I OF 2
INITIAL DATE S�,o ARC,
R.
DRAWN
-A
CHECKED
NAME DATE N CIO
LICENSE NUMBER FILE REN.07-31-05
/X
CITY OF RANCHO CUCAMONGA 0
OF CPAI%-,�'
PROJECT NAME CENTRALPARK
SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 2002-04
NORTHWEST CORNER BASE LINE AND MILLIKEN
SHEET TITLE DRAWN BY: NSG
GEN�rL NOTES
CHECKED BY: RAW
APPR? COOP, DATE; 07-21-03
DATE COMMUNITY SEOICE DIRECTOR 11
APPROVED SHEET:
1 9 OFO!�&-
SHEET
SCALE DRAWING
NO.
TF-
6T'�'ENGINEER
( E" TRAL NeNTEO'
NONE RCE NO'
OF
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__________ ______
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%A I . GEN ERAL NOTES FOR DISABLED ACCESS .
I
OP-0 � ______ -------------------- _______ ______ : . CENTRAL
I
Tn 0 I I � . I I . "'"IN
9 TITLE 24-DISAJILED ACCESS COMMERCIAL PLAN REQUIREMENTS 1. (Not used) 1 6.Where occurs, provide bus stop shelters installed so as to permit a C16AN ELEVA71OR LOBBY coMPLYING WMi SECTION 11 141112.4 . ON&
4C � I wheelchair user to enter the shelter and access a clear floor area of 30" by mw.-Am����
A.SITE DEVELOPMENT&ACCESSIBLE ROUTE OF TRAVEL 2.Curb ramps shall be a minimum of 4' in width and shall lie,generally, in a 48",completely within the shelter. Bus stop shelters shall connect to an r�����
. accessible route and to bus stop pads. FlIIIIIIIIIIIIIIIII 'I I
� I SEC.111482.2.1.7 WAM�IIII iiiiiiiiiiiiiiiiii�
single sloped lone,with a minimum of surface warping and cross slope. ==h
= 'I. 4. Each area for evacuation assistance shall provide at least two accessible k�������A
I NOTE: S6c'. 1127B.5.3 Sec. I 1 31 BA 11111111111111111111111
Accessible route of travel is defined as a continuous unobstructed path connecting all I areas that.are not less than 30" by 48".The area for evacuation assistance I 11�1111111111111111111�111111�1111111111
I 111110�11111111111111111 1�111111 I
I � accessible elements and spaces in an accessible building or facility that can be 3.The slope of curb ramps shall not exceed 1 vertical to 12 horizontal. shall not encroach on any required exit width.The total number of such 30' by "Z1.4
I ., ob MMEA
;negotiated by a person with a severe disability using a wheelchair and that is also safe Sec. 112713.5.3 G.PEDESTRIAN GRADE SEPARATIONS 48" areas per story shall not be less than one for every 200 persons of
for and usable by persons with other disabilities". calculated occupant load served by the area for evacuation assistance. ��A
Sec 1102B 4. Maximum slopes of adjoining gutters,road surface immediately adjacent to 1. Pe.destrian ramps on pedestrian grade separations shall comply with the Sec. I 1 14B.2.2.2 I
the curb romp or accessible route,shall not exceed 1:20 within 4'of the top ts of Section 1007 for ramps. III.- """""""""'0
.
1.Site development and grading shall be designed to provide access to all entrances and and bottom 6�the curb ramp.The slope of the fanned or flared sides of curb requiremen 5. Each stairway ad*acent to an area for evacuation assistance shall have a
. exterior ground floor exits,and access to normal paths of travel,and where necessary to ramps shall not exceed 1 unit vertical to 10 units horizontal. Sec. 1128B minimum clear widt9 of 48" between handrails.
ways,and I _`_- K
I provide access,shall incorporate pedestrian ramps,curb ramps,etc. Sec. 1127B.5.3 2.Where pedestrian grade separations cross streets or other vehicular traffic Sec. I I 14B.2.2.3
Sec I I 2713.1 where a street level crossing can reasonably and safely be used by 6.A method of two-way communication with both visible and audible P A X
' I 5.,A level landin?4'deep shall be provided at the upper end of each curb persons with disabilities,there shall be provided conforming curb ramps and a
. � 2.When more than one building or facility is located on a site,accessible routes of ramp over its ful width to permit safe egress from the ramp surface, or the usable pathway. communication shall be provided between each area of evacuation assistance
� travel shall be provided between buildings and accessible site facilities. � slope of the fanned or flared sides of the curb ramp shall not exceed I Sec. 1128B and the primary entry.A button in the area of rescue assistance shall activate P%_�CHO CUCAMIONGA
- Sec I I 27B.1 vertical to 12 horizontal. both a ht in the area of rescue assistance indicating that rescue has been I i
'X and a light at the primary entry indicating that rescue i.r
Sec. 1127B.5.4 3 Cross slopes of walking surfaces shall be the minimum possible and shall I requeste ; being
. requested.A button at the primary entry shall activate both a light at the
� 3.The accessible route of travel shall be the most practical direct route between . I I
I . ri�t exceed 1/4" per foot.The slope of any appreciably warped walking surface primary entry and a light in the area at rescue assistance indicating that the
accessible building entrances,accessible site facilities,and the accessible entrance to the 6.Transitions from ramps to walks,gutters,or streets shall be flush and free shall not exceed I vertical in 12 horizontal in any direction. request has been received. -
I site. I � of abrupt changes. Sec. 1128B Sec. 11 14B.2.2.4 I
Sec. 112713.1 Sec. 1127B.5.3 I
I
I 1 4.At least one accessible route within the boundary of the site shall be provided from 7. If diagonal (corner t)Te) curb ramps have returned curbs or other 7.A telephone with controlled access to a public telephone system or another �
public transportation stops,accessible parking and accessible passenger loading zones, g H.ENTRANCES&EXITS method of two-way communication shall be provided between each area of
. well-defined edges,suc edges shall be parallel to the direction of pedestrian . � i �
and public streets or sidewalks,to the accessible building entrance they serve.The flow.The bottom of diagonal curb ramps shall have 48" minimum clear space. refuge and the primary building entry.The fire departments may approve a ___ I �
,�
accessible route shall,to the maximum extent feasible,coincide with the route for the NOTE: location other than the primary entry. "
If diagonal curb ramps are provided at marked crossings,the 48" clear space 1. Exits in excess of those required by Section 11 1413.2.1 and which are more Sec. 11 14B.2.2.4 I�
general public. shall be within the markings. If diagonal curb ramps have flared sides,they '�
I Sec. I I 14B.I.2 � than 24" above grade are not required to be accessible.Such doors shall have 1�
shall also have at least a 24" long segment of stra�ght curb located on each n 8. Each area for evacuation assistance shall be identified by a sign that states -11 I','
I I
I i .
side of the curb romp and within the marked crossing. g warning that they are not accessible.Warning signs shall comply with
5. When a building or portion of a buildi ed to be accessible or adaptable, � Sec. 1127B.5.10 s�'eg ion 111713.5 AREA FOR EVACUATION ASSISTANCE and the International Symbol of Accessibility. I .
I
an accessible route of travel shall be provNeld reptullirportions of the building,to I Sec. 1001.9.1 Exc.2 The Z shall be illuminated when exit sign illumination is required. In each I
I I accessible building entrances,and between the building and the public way. area or evacuation assistance,instructions on the use of the area under 11
8.The surface of each curb ramp and its flared sides shall be stable,firm, RJM DESIGN GROUP.-
Sec. 1114B.1.2 . and slip-resistant and shall be of contrasting finish from that of the adjacent 2. For the purposes of Title 24,the use of the term "exit door" applies to I emergency conditions shall be posted adjoining the two-way communication
. .
sidewalk. all doors that provide access,that is,entrances, passage doors,etc. sXstem.
1 6. At least one accessible route shall connect accessible building or facility entrances Sec. 1127B.5.6 I I � Sec. I I 14B.2.2.5 . I � 31591 CAMINO CAPISTRANO
,
�,� with all accessible spaces and elements that are on the same site and with all 1.All entrances and all exterior round floor exit doors to buildings and 9.Within a building of any height or occupancy constructed in accordance with I SAN JUAN CAPISTRANO,CA 92675�
�� I accessible dwelling units within-the building or facility. 9.All curb ramps shall have a grooved border 12"wide at the level surface of facilities shall be made accessib?e'to persons with disabilities. at Section 403.1 through 403.1 0,an area for evacuation 949-493-2600 FAX 949-493-2690
"I � Sec. 1114B.1.2 I the sidewalk along the top and each side approximately W on center.All curb Sec. 1 1 148.1.3&1001.9.1 the requirements WWW.RJMDESIGNGROUP.CO
- I -between the face of the curb and the street shall have a I assistance may be located in the elevator lobby (high-rise alternative)when: -
7.An accessible route shall connect at least one accessible entrance of each accessible ramps constructed 2. Revolving doors shall not be used as a required entrance for persons with Sec. 1 1 14B.2.4
dwelling unit with those exterior and interior spaces and facilities that serve the grooved border at the level surface of the sidewalk. disabilities. CONSULTANT:
� accessible dwelling unit. Sec. 1127B.5.7 Sec. 1004.6.4 a.The area for evacuation assistance complies with the requirements for size,
- Sec. I 1 14B.I.2 10.A curb ramp shall have a detectable warning that extends the full width two-way communication,and identification as specified in Section 1114B.2-2.4;
3. During periods of partial or restricted use of a building or facilit ,the and
.
8. Except within an individual dwelling unit,an accessible route of travel shall not pass and depth of the curb romp inside the grooved border when the ramp slope is . I y
I through kitchens,storage rooms,restrooms,closets,or other spaces used for similar less than I vertical to 15 horizontal. Detectable warnings shall consist of raised entrances used for primary access shall be accessible to and usab e by persons b. Elevator shafts and adjacent lobbies are pressurized as required for
purposes. truncated domes with a diameter of nominal 0.9" at the base tapering to 0.45" with disabilities. � smoke-proof enclosures in Section 1009.Such pressurization system shall be
. Sec. I 1 14B.I.2 at the top,a height of nominal 0.2",and a center-to-center spacing of Sec. 1001.9.2 activated by smoke detectors on each floor located in a manner approved by
. .
. � nominal 2.35",in compliance with Figure I 1 B-23. "Nominal' as used here,shall 4. Exit doors shall be openable from the inside without the use of a key or the building official. Pressurization equipment and its ductwork within the building
1 9.When more than one route of travel is provided,all routes shall be accessible. be in accordance with Section 12-31--102,State Referenced 9tandards Code. any ecial knowledge or effort. shall be separated from other portions of the building by a minimum
I Sec. 1114B.1.2 The detectable warning shall contrast visually with adjoining surfaces,either Sec!7004.3 two-h a ur-fi re-resistive construction.
light-on-dark or dark-on-liqht.The material used to provide contrast should be I
B.WALKS&SIDEWALKS an integral part of the walking surface.The domes may be constructed in a 5.Manually operated edge or surface mounted flush bolts and surface bolts are J. STAIRWAYS
. 1.Walks and sidewalks shall have a continuous common surface, not interrupted by steps variety of methods,including cast-in-place or stamped,or may be part of a I rohibited.When exit doors are used in pairs and approved automatic flush 1.Stairways shall have handrails on each side,and every stairway required to I
� prefabricated surface treatment. Eolts are used,the door leaf having the automatic flush bolts shall have no I be more than 88" in width shall be provided with not less than one
or by abrupt changes in level exceeding 1/2",and shall be a minimum of 48" in width. Sec. I 1 2713.5.8 doorknob or surface-mounted hardware.The unlatching of any leaf shall not
I Sec 1023.1.Figl I b-27(a) re intermediate handrail for each 88" of required width. Intermediate handrails shall
I 1.Curb ramps shall be located or protected to prevent their obstruction by SqCuire more than one operation. be spaced approximately equally across the entire width of the stairway.
� e . 1004.3 1
�
� 2.When abrupt changes in level not exceeding 1/2" occur,they shall be beveled with a parked cars. I Sec 1006.9.1 a
slope no greater than 1:2,except that level changes not exceeding 1/4" may be vertical. Sec. I I 2713.5.9 6. Latching and locking doors that are hand activated and which are in a path 2. Handrails shall be 34"to 38" above the noising of the treads. SUB CONSULTANT:
I Sec 1023.4.Figl I BZE(c)&(d). of travel shall be 9perable with a single effort by a lever� e hardware panic
0 bars,push-pull activating bars,or other hardware design gto provide passage Sec 1 006.9.2.1 a Fig. I I B-35
3.Abrupt changes in level along any accessible route exceeding Y2 shall comply with the without requiring the ability to grasp the opening hardware. Locked exits doors 3. Handrails shall extend a minimum of 12".beyond the top nosing and 12'
. requirements for curb ramps. F. PAMNG shall operate as above in egress direction. plus the tread width beyond the bottom nosing.
Sec 1023.4 � 1. Provide 2 disabled parking spaces as required by Sec. 1004.14 Sec 1006.9.2.2a Fig. 1 1 B-35&37 1
1 1 4.When the slope in the direction of travel of any walk exceeds I vertical to 20 Table I 1 B-6. 1 7. Doors to individual hotel or motel units shall operate similarly to above, 4.Where the extension of the handrail in the direction of the stair run would
horizontal it shall comply with the provisions of Section 1007 as a pedestrian romp. Sec 112913.1 except that when bolt and unlatching operation is key operated from corridor or create a hazard,the termination of the extension shall be made either rounded I
�I Sec 1023.3 2.At facilities providing medical care and other services for persons with exterior side of unit dpor,large bow keys 2" (full bow) or 1-1/4" (half bow or returned smoothly to the floor,wall,or post.Where the stairs are continuous -
- par in shall be provided in lieu of lever type hardware on the corridor side.Separate from landing to landing,the inner rail shall be continuous and need not extend
5. Walk and sidewalk surface cross slopes shall not exceed 1/4" per foot except when m0bili,ty impairments, ki )aces complying with Section 1129B shall be . deadlock activation on room side of corridor doors in hotels or motels shall out into the landing.
� the enforcing agency finds that due to local conditions it creates an unreasonable provided in accordancrz 91%le I I B-7 except as follows: have lever handle or large thumb turn in an easily reached location. I
hardship,the cross slope can be increased to the maximum of 1/2" per foot for distances Sec. 1129B.3 Sec. 1004.14 Sec 1006.9.12.4a Fig. 1 1 B-37 1111111111111111111
not to exceed 20'. 1 0. Outpatient units and facilities: 1% of the total number of parking spaces 5. Ends shall be returned or terminated in newel posts or safety terminals.
I � Sec 1023.1.3 provided serving each such outpatient unit or facility; 1 8. Hand-activated door openings hardware shall be centered between 30" and � Sec 1006.9.2.3a Fig. 1 1 B-35&37
Sec.1129B.3.1 44" above the floor.
1 6.Walks shall be provided with a level area not less than 60' by 60"at a door or gate I Sec. 1004.14 6.The handgrip portion of the handrails shall not be less than 1-1/4' nor
.
I that swings toward the walk,and not less than 48'wide by 44" deep at a door or gate b. Units and facilities that specialize in treatment or services for persons with I more than I-1/2" in cross sectional nominal dimension or the shape shall I
that swings away form the walk. mobility impairments:25 of the total number of parking spaces provided 1 9.Every doorway which is located within an accessible path of travel shall be provide an equivalent gripping surface.The handgrip portion of handrails shall I
. Sec 10215 1 . serving each such unit or facility. of a size as to permit the installation of a door not less than 3' in width and have a smooth surface with no sharp corners.Gri g surfaces (top and sides) I
not less than 6'-8" in height.When installed,exit doors shall be capable of ppi I
. Sec.112913.3.2 shall be uninterrupted by newel posts,other construct7on elements,or
7.Walks shall extend a minimum of 24"to the side . . opening so that the clear width of the exit is not less than 32',measured obstructions.Any wall or other slurfa6e adjacent to the handrail shall be free of
. of the strike edge of a door or gate that swings toward the walk. 3. Each lot or parking structure where parking is provided for the public as between the face of the door and the opposite stop. sharp or abrasive elements. Edges shall have a minimum radius of 1/8". .
Sec 1023.5 clients,guests or employees,shall provide accessible parking as required by Sec. I I 1513.4.1 & 1001.9.1 a Fig I I B-513&1 1 B-33 Sec 1006.9.2.6a.1 Fig. I I B-36
' Section I 129B. �
8.All walks with continuous gradients shall have level areas at least 5'in length at Sec. 112913.1 IO.Whereapairof oors is utilized,at least one of the doors shall provide a
� intervals of at least every 400'. clear,unobstructed 0 ening width of 32'with the leaf positioned at an angle of 7. Handrails projecting from a wall shall have a space of 1-1/2" between the -
Sec 1023.6 4.Accessible parking spaces serving a particular building shall be located as 90 degrees from its c osed position. I wall and the handrail. Handrails may be located in a recess if the recess is a
maximum of 3"deep and extends at least 18"above the top of the rail.
� I I ' near as practical to a primary entrance and on the shortest accessible route of Sec 1-001.9.1 a,1004.6.2 Handrails shall not rotate within their fittings. I < ^,do
9.Walk and sidewalk surfaces shall be slip-resistant as follows: I travel from ad'aicent parking to an accessible entrance. Sec 1006.9.2.5a.1 Fig. I I B-36 0% LMLM
Sec 1023.1 Sec. 112913.1 9 1129B.4 I 1.When an automatic door operator is utilized to operate a pair of doorsf at -
. least one of the doors shall provide a clear,unobstructed openin5 width of 32" Lj� I I I
I I I a. Surfaces with a slope of less than 6% rdient shall be at least as slip-resistant 5. In parking facilities that do not serve a particular building,accessible parking with the door positioned at an angle of 90 degrees from its close position. 8.The upper approach and the lower tread of each stair shall be marked by a LJL.J
as that described as a medium salted finis . I shall be located on the shortest accessible route of travel to an accessible Sec. 1001.9.1a,1004.6.3 strip of clearly contrasting color at least 2"wide placed parallel to and not
I pedestrian entrance of the parking facility. more than I"from the nose of the step or landin I - �_
* that is a east as slip resistant as the
I b. Surfaces with a slope of 6% gradient shall be slip-resistant. Sec. 1129B.1 . 12. For hinged doors,the opening width shall be measured with the door im aired.The strip shall be of material t9 to alert the visually I mmi -
og- . positioned at an angle of 90 degrees from its closed position. I I er treads of the stair.
% I 0.Walks,sidewalks,and pedestrian ways shall be free of gratings whenever possible. For - 6. In buildings with multiple accessible entrances with adjacent parking, Sec. 1001.9.1 a,1004.6.1 Figl 1 B-33 (a) I Sec 1 006.1 6.1 Fig. I I B-35 .< ..A Z
'
I gratings located in the surface Of any of these areas,grid openings in gratings shall be accessible parking spaces shall be dispersed and located closest to the 9.Where stairways occur outside a building,the upper approach and all treads
, no greater than 1/2'wide in one direction. If grating have elongated a eni,�gs,they shall accessible entrances. 13.Minimum maneuvering clearances at doors shall be as shown in Figure I <
c ec 10 shall be marked by a strip of clearly contrasting color of least 2"wide and .
be placed so that the long dimension is perpendicu or to the dominant clir n of travel. Sec. 1129B.1 I I B-26.The floor or ground area within the required clearances shall be level MOO
I Sec.I I 24BA&1023.2 fig.I I b-713(a) and clear. I placed parallel to and not more than I"from the nose of the stop or landing � 11111111111116011111111 &* N U I
to alert the visually impaired.The strip shall be of material that is at least as I , M
a I � 7.Where single accessible parki� spaces are provided,they shall be 14'wide Sec. 1004.9.2.1.1 a slip resistant as the other treads of the stair.A pointed strip shall be I I %0001F
1 9 . I I and outlined to provide a 9' parkigng area and a 5'loading and unloading acce7table.
W I M I I access aisle on the passenger side of the vehicle. � 14.There shall be a level and clear floor landing on each side of a door.The Sec 006.16.1 Fig. I 1 B-35 � I I 11111111111111111111 Z >-
40 C.RAMPS; I Sec.I I 29B.4.1 Fig. I I B-I 8B level area shall have a length in the direction of door swing of at least 60" 110101111111W
441ftwo 1 8.When one or more than one accessible parking space is provided,in lieu of and the length opposite the direction of door swing of 48"as measured at I 10.All tread surfaces shall be slip-resistant.Weather exposed stairs and their 10OW& �_
. I F Is
� � I � NOTE: providing a 14'wide space for each parking space,two spaces can be provided right angles to the plane of the door in the closed position. I approaches shall be designed so that water will not accumulate on walking I I "
Any path of travel shall be considered a ramp if its slope is greater than V rise in 20' within a 23'wide area lined to provided a 9'parking area on each side of a Sec. I 1 T5B.4.2&I 66�3a& 1004.9.2.1.1 a Fig. 1 1 B-26 I suffaces.Treads shall have smooth,rounded,or chamfered exposed edges and E E a %10/ -
of horizontal run. � 5' loading and unloading access aisle in the center. no abrupt edges at the nos�in I I I I I -go
11� Sec 2VI3.4.1 Fig. I 1 B-_1 8A&C 15.The width of the level area on the side to which the door swings shall .3.ilower front edge). I LMLMA
. � I Sec. 1007.1a&1023.3 . 11 extend a minimum of 24" past the strike edge of the door for exterior doors Sec 1006.16.2.1 b I&1006.1 1 ''I.1 Fig. I I 113�-35 . � I I F % :Z>: :a, ,
11 I I
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.
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. I - � � I �I � ' 'I 1.The maximum slope of a romp that serves any exit way,provides access for persons 9.The minimum Ign th of an accessible parking space shall be 18'. and a minimum of 18" post the strike edge for interior doors. -1/2" past the face of the riser .�d ,*,.
I I . � I � I 11.The nosing shall not project more than,I I I -90
4C Gum I . I I - I - with disabilities,or is in the path of travel shall be I' rise in 12' horizontal run. Sec.I 1 2913.4.1 Fig.9 1 B-1 BA,13,&C Sec. I I 15B.4.2&I 004-9.2.2a Fig. I I B-26 ' I � I I I . U -.0r,11
U . I I ''I I � I I I I I . below. I I I I 1 '4% _..'00
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.
I I � I I I I I Sec. 1007.3a 1 1 -
.i 4 � . I 11 . I 11 � I . I L I I I I � I . I I I Sec 1006.16.2.2 Fig. I I B-35 I I I � I � F %
Z . 1� 11.11, 11 I � � Z I � 11� I I I I 1� . I , � Aings and facilities 16.The floor or landing shall be not more than 1/2' lower than the threshold of � I I� I I I " I ..A a a
5 1 1 11 1��� �. I �., I I I., I . I 1 2.The cross slope of romp surfaces shall be no greater than 1:50. 1 0.When less than 5 parking spaces are provided at builc , I the doorwa '' I I .1 I � I I I 1 12. Open risers are not permitted.On any iven flight of stairs,all steps shall I k"i
a 0 � � � � I I sub*ect to these regulations,one shall be 14'wide and lined to provide a 9 � I I
- *XMF � �I 1''. � I � Sec. 1007.3.1 a Sec. 1004.V.1 a Fig. 1 1 B-32 I I _-.0-w
I I I � PaTing area and a 5' loading and unloading area. However,there is no I I have uniform riser height and uniform treagwidths consistent with Section %t
0: 0 3.The width of ramps shall be as required for stairways and exits. requirement that the space be reserved exclusively or identified for use by 17.The space between two consecutive door openings in a vestibule serving 1006.3. Stair treads shall be no less than 1 1"deep,measured from riser to :D :%4
� Sec.1007.2a Fig IT B-38&39. persons with disabilities only. other than a required exit stairway,shall provide a minimum of 48' of clear I riser. Risers shall be sloped or the underside of the nosing shall have an angle *# IN
I to J not less than 60 dpgrees from the horizontal. � V tF " t'%
. Sec.I I 2913.2 space from any door openinG1 into such vestibule when the door is positioned at Sec 1006.16.3b Fig I I B-35 %J . E 2
=! %a a 4. Pedestrian ramps serving.Rd*mary entrances to buildings having an occupant load of an angle of 90 degrees from its closed position. Doors in'a series shall swing I I ,.J %UO#41
W I 1.One in every eight accessible spaces,but not less than one,shall be I 'a,
,
re - . 300 or more shall have a minimum clear width of 60". either in the some direction away from the space between the doors.See 13. Stoi�ways in buldinqs that are of two or more stories in height must comply w/ I 10=%� Ar
�
5 J .V Sec 1007.2.2a served by an access aisle 96"wide minimum and shall be designated van Figures I 1 B-30&31 for design alternatives. the requirements of Section 1117B.5.2. . I
0 accessible.All such spaces may be grouped on one level of a parking structure. Sec. 10049.2 1 1 U U ,�
I �. Ramps serving Group R occupancies may be 36" clear width when the occupant load Sec.I I 2913.4.2 The information shall be presented using raised Arabic
.,
numerals and raised Braille symbols which conform to Section 11 17B.5.2.The
is 50 or less. 18.The bottom 10" of all doors except automatic and sliding shall have a . omw
'a it Sec. 1007.2.2a I 1 12.Surface slopes of accessible parkins;spaces shall be the minimum possible smooth,uninterrupted surface to allow the door to be opened by a wheelchair sign shall be located approximately 5'above the floor. The sign shall be located I I % = C)
and shall not exceed 1 unit vertical to 5 units horizontal in any direction. footrest without creating a trap or hazardous condition.Where narrow frame immediately adjacent to the door on the strike side. I I - Ar Is WEEMMW 1
6.All other pedestrian ramps serving primary entrances shall have a minimum width of Sec.1 1 2913.4.4 doors are used,a 10" high smooth panel shall be installed on the push side of The sign is to be positioned in such a manner as to provide uninterrupted I U ldr"�
480. the door,which will allow the door to be opened by a wheelchair a footrest . visibility,when the door is in the open position. I U
I I I I � Sec.1007.2.2a 13.All entrances to and vertical clearances within parking structures parking without creating a tron or hazardous condition. Section 1133B.4.3. I 18_�
I ,%I.- �a
- , structures shall have a minimum vertical clearance of 8'-2"where required for Sec. 1004.15 Fig. IIE�-29 I I "-M*.. _.Ap"11
I -dep, .01r"] ,
1 7. Landings shall be provided at the top and bottom of each ramp. accessibility to accessible parking spaces. I Z '11111��
Sec.1007.4.1 a Fig I I B-38&39. Sec.I I 30B 19.Recessed doormats shall be adequately anchored to prevent interference with A& ICORRIDORS&AISLES I I I
1 14. In each parking area a bumper or curb shall be provided and located to wheelchair traffic. I � < � A
. 8. Intermediate landings shall be provided at intervals not exceeding 30" of vertical rise rcars over the required width of walkways. Sec 1001.9.3 Fig 1 1 B-25 NOTE: I A 0!::
and at each change of direction. prevent encroachment a For the purposes of Title 24,the term corridor shall include exterior exit < -
Sec. 1007A.1 a Fig 1 1 B-38&39. Sec.I 1 2913.4.3 Fig. I I B-I BA,B&C 1 20.Maximum effort to operate doors shall not exceed 8-1/2 pounds for balconies and any covered or enclosed exit passageway,iincluding walkways, ff IL EX: I.0
M 111 I -
I I
� I exteriior doors and 5 pounds for interiior doors,such pull or push effort being funnels and malls. Partitions,rails,counters,and other similar space dividers
1 9.Top landings shall be not less than 60"wide and shall have a length of not less than applied at right angles to hinged doors and at the center plane of slidin or not over 5'-9" in height above the floor shall not be construed to form I 114iiiiiiiiiiii1ilf �_,
I 60'in the direction ofthe ram run. 15. Pedestrian ways that are accessible to people with disabilities shall be ift-51ding doors.Compensating devices Or.-Automatic door operators mal,Re,ltili-79%rl corridors. U.
provided from eciiih such parking space to'rel6ted facilities,including curb cuts . 'r -_- ..-
Sec.1007.4.1 a Fig I I B-38 0. to meet the above standards.When fire doors are required,the maximum effort Sec 1005.1 1 40"w1k
or ramps as needed. " to operate the door may be increased to the maximum allowable by the - Ar % -
I � 10.Doors in any position shall not reduce the minimum dimension of the ramp landing Sec.I I 2913.4.3 Fig. I I B-I BA,B&C appropriate administrative authority,not to exceed 15 pounds. 1. Every corridor serving an occupant load of 1 0 or more shall not be less U 11 I t,
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to less than 42"and shall not reduce the required width by more than 3"when fully 16. Ramps shall not encroach into any parking space,with the exception of a 9�c 1004.13 � than 44" in width. I . ff % U.J
� a Sec 1005.2.1 a I 0 % ,
I I pen. transition ramp from a loading/unloading area to an adjacent sidewalk.The 21.Where turnstiles and crowd control barriers are utilized in a facility for the I " ff 11"
Sec. 1 007.4.3a Fig I I B-38 09. ' transition ramp shall be a minimum of 48" in width,a maximum of 60" in .1 U >- %%Jli
. pur ose of providing fully controlled access,such as where an admission price 2. Corridors serving an occupant load of less than 10 shall not be less than
1 1.The width of the landing shall extend 24" post the strike edge of any door or gate length,with a maximum slope of 1:1 2. is C�arged,a door or gate that is accessible to persons with disabilities shall 36" in width. I I F--= - I
Sec.I I 2913.4.3 Fig. I 1 B-1 8A,B&C be provided adjacent to each turnstile exit or entrance.This alternate Sec 1005.2.1 a lddlinft�
� for exterior ramps and IS" past the strike edge for interior ramps. I AF-__1% � rV.
passageway shall be maintained in an unlocked condition during business hours N 1 F Is
Sec.1007.4.4a Fig 1 I B-39. 17.Accessible parking spaces shall be located so that persons with disabilities and the door or gate shall not activate a publicly audible alarm system.The 3. Corridors that are located on an accessible route and exceed 200 in length a U 11 I AO=Mhh.
I are not compelled to wheel or walk behind parkedcars other their own. door or gate may be latched where all gates are restricted and controlled by shall have a minimum clear width of 60". If an accessible route has I'ss th - �,J %...' Q)
1 12.At the bottom and intermediate landings,the width shall be at least the same as Sec.I I 2913.4.3 an attendant and a sign is posted stating "All gates are restricted and e an
re
Sqcuired for the romp. ' controlled b an attendant."The accessible door or gate shall provide the some 60 " clear width,then passing spaces at least 60" by 60"shall be located at �
. -38&39. 1 *h disabilities shall be identified reasonable intervals not to exceed 200'.A T-intersection of two corridors or
I . e 1007.4.5a Fig I I B 18. Each parking space reserved for persons wit use pattern."Aere posts,rails,or other pedestrian controls are utilized to I
I � by a reflectorized sign permanently posted immediately adjacent to and visible create crowd control aisles or lanes,a minimum of one lane shall be accessible walks is an acceptable assing place.
13.Intermediate landing at a change of direction in excess of 30 degrees and bottom from each stall or space,consisting of a profile view of a wheelchair with and shall provide a minimum aisle width not less than indicated in Figure Sec 1005.2.2a Fig I I B-34 I Z
landings shall have a dimension in the direction of ramp run not less than 72"to occupant in white or dark blue background.The sign shall not be smaller than 1 1 B-5E (a) and (b)with 32" of clear opening. � 4. Circulation aisles and pedestrian ways shall be sized according to functional I I I
accommodate the handrail extension. 70 square inches in area and,when in a path of travel,shall be posted at a Sec. 1004.8.1.2 � . I U LJ.J
Sec. 1007.4.6a Fig I 1 B-38&39. minimum heipht of 80"from the bottom of the sign to the parking space requirements and in no case shall be less than 36" in clear width. it ^
. c Sec I I 05B.3.6.1&1 1 1 OB.2.1 RREMMMW
� 14.Other intermediate landings shall have a dimension in the direction of ramp run of finished grac e. W 10
I not less than 60". 1 Sec. I I 29B.5 Fig. I 1 B-1 8A,13&C I N. I'LOORS&LEVW I
Sec. 1007.4.7a Fig 1 1 B-38. 19.Signs to identify accessible parking spaces may be centered on the wall at L EGRESS&AREAS FOR EVACUA71ON ASSISTANCE I ...A
15. Ramp landings are not considered in determining the maximum horizontal distance of the interior end of the parking space at a minimum height of 36"from the NOTE: - :;�,�".1 I _� I I_", -.9dw
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. Level area is defined as "a specified surface that does not have a slope in any I 'll "I I I 'Rii- 0
each romp. I I parking space finished grade,ground or sidewalk. �,11�, I � - I I y I I -if Of , _q%`111111ot
Sec. I T29B.5 NOTE: % gradient)direction exceeding 1/4 inch in one foot from the horizontal (2.083 _J _�
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Sec.1007.4.1 a � , '' �_,-,- , I
Areas of evacuation assistance are not required in buildings or facilities having Sec 213.1(a) I I ��`. � 7 , . 05 .I%,"-
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1 20.Van accessible parking spaces shall have an additional sign stating a supervised automatic sprinkler system. � I � 0 1-", ,I - 0 0 ry
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1 16. Handrails are required on ramps that provide access if the romp slope a a gi tory shall be a common level --I.--, �,'_ .1,_ I � I I I
"Van-Accessible" mounted below the symbol of accessibility and posted at a min. Sec I I 14b.2.1 Exc.2 1. In buildings and facilities,floors f iven s I I �,'' I
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exceeds I' rise in 20'horizontal run,except at exterior door landings,handrails out I,�', ,,�- 'I- I � I I I
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height of 80"from bot. of sign to fin.grade @ parking space. Sec 1129B.5 through ,or shall be connected by pedestrian ramps,passenger elevators,or 11_ ,',-1, "" - I I
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�, I In alterations of existing buildings,areas of evacuation assistance are not ecial access lifts. �_, �_ " I I I -1 tL m.ale 'a
are not required on ramps less than 6' rise or 72" in length. -,_� , I 11 I
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Sec. 1007.5a.2 r Sge 1120B.1 % ,
21.An additional sign shall also be.posted, in a conspicuous place,at each Seqcuired. ,, � I
1- " , ,__,_.,�� _� I �
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entrance to off-street parking facilities,or immediately adjacent to and visible e . 11 14B.2.1 Exc.2 _'' -i ,� " _---_----,.--- , .. I � � I I
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17. Handrails shall be placed on each side of each ramp,shall be continuous 2. Ground floor surfaces along accessible routes and in accessible rooms'and '_�-, _-1_ ,,, '.I -I'' ,
0 the "I 1_1 I - ,
the full length of the ramp,shall be 34'to 38" abov ramp surface,shall I from each stall or space.The sign shall be not less than 17" by 22" in size 1. In buildings or portions of buildings required to be accessible,accessible spaces, including floors,walks, ramps,stairs and curb ramps,shall be stable 1. I ,� - � �� , I- :,
with lettering not less than I' in height,which clearly and conspicuously states I JI _� I,- - I ,.I- -1 .- � --I'. I
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extend a minimum of V beyond the top and bottom of the ramp,and the means of egress shall be provided in the same number as required for exits by firm,and slip-resistant. � I I I I ,--'' - , �%
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- the follow'na: I 1, I 1, ,, .11 - I , -� .- ,-- � 11 L -
Chapter I 0. I ,�, � -1. I _� __', L
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ends shall be returned. Sec. 1124B.1 & 1120B.2 _',,'--, -:",: `- � ,"C' , ,
� Sec. I 1 2983 �__�, I 1�� , � ,___� ,�,, . - CAU� ''I
Sec. 1007.5a Fig I I B-27(b)&(c). Sec. I I 14B.2.1 _�,�- - I , _ � 1, ,,`
1 3. Changes in level up to 1/4" may be vertical and without edge treatment. *,,�� � , I �il;` .
� 18.The grip portion of handrails shall not be less than 1-1/4" nor more than "Unauthorized vehicles parked in designated accessible spaces not displaying 2.When an exit required by Chapter 10 is not accessible,an area for Sec. 11 24B.2& Fig I I B-5E(c) __� __ 1
1-1/211 or the shape shall provide an equivalent gripping surface,and all distinguishing placards or license plates issued for persons with disabilities may evacuation assistance shall be provided and shall adjoin an accessible route of REVISIONS FOR CITY USE ONLY
be towed away at owner's expense.Towed vehicles may be reclaimed at travel. I
surface's shall be smooth with no sharp corners. andrails shall not rotate or Sec. I 1 148.2.1 1 4. Changes in level between 1/4"and 1/2" shall be accomplished by means of a
within their fittings. by telephoning .10 I romp no steeper than I vertical to 2 horizontal. DATE DESCRIPTION APPROVED INITIAL DATE TITLE:
Sec. 1007.5a Fig I I B-36. I 1 3.An area for evacuation assistance shall be one of the following: Sec. 11 24B.2& Fig I I B-5E(d) I STREET
� L rojecting from a wall shall have a space of 1-1/2" between the 22.The surface of each accessible arking space or stall shall have a surface Sec. I I 14B.2.2.1 1 5. If carpet or carpet tile is used on ground or floor surface,it shall be
1 19. Handrails p I identification duplicating either of t�e following schemes: securely attached; have a firm cushion,pad or backing or no cushion or pad; WATER/SEWER
� wall and the handrail. . C. A portion of a stairway landing within a smoke-proof enclosure,complying
� and have a level loop,texture loop, level cut pile,or level cut/uncut pile
� Sec. 1007.5a Fig I I B-36. a. By outlining or painting the stall or space in blue and outlining on the with Section 1009.
1 1 � GRO/DRAIN
�! I texture.The maximum pile height shall be YS". Exposed e ges of Carpet shall be
.
round in the stall or space in white or suitable contrasting color a profile view Sec. 1114B.2.2.1.1 fastened to floor surfaces and-have trim along the enti e,ength of the exposed TRAFFIC I HANDICAP NOTES
20. Handrails may be located in a recess if the recess is a maximum of 3" gepicting a wheelchair with occupant;or I
. deep and extends at least 18' above the top of the rail. b.A portion of an exterior exit balcony located immediately adjacent to an edge.Carpet edge trim shall comply with Section 1124 .A.. FINAL CHECK
� Sec. 1007.5a Fig I 1 B-36. b. By outlinin the profile view of a wheelchair with occupant in white on blue exit stairway when the exterior exit balcony complies with Section 1005. Sec. I I 24B.3& Fig I 1 B-7B .
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I . . background. e profile view shall be located so that it is visible to a traffic Openings to the exterior of the building located within 20-'of the area for I - - R/W
21.Any wall or other surface adjacent to handrails shall be free of sharp or enforcement icer when a vehicle is properly parked in the space and shall be cuation assistance shall be protected with fire assemblies having a%hour 0.SAN17AW FAaLITIES(GENStAP . AS CONST.
abrasive elements. Edges shall have a minimum radius of 1/8" 36" high by 36"wide. Fiva protection rating. I I
Sec. 1007.5a Fig 1 1 B-_36. Sec. 1114B.2.2.1.2 I 1.Sani=facilities that serve buildings facilities or portions of buildings or I
I facilities t at are required to be accessi6le to persons with disabilities are I I '_L
I I C. A portion of a one-hou r-fi re-resistive corridor complying with Sections I required to be accessible. -
. I � FOR PRIVATE USE
22.Where the romp surface is not bounded by a wall or fence and the ramp F. PASSENGER DROP-OFF&LOADING ZONES 1005.7& 1005.8 located immediately adjacent to an exit enclosure. I Sec I I 1513.1 I HESE PLANS WERE PREPARED BY:
exceeds I O'in length,the romp shall comply with one of the following Sec. 11 14B.2.2.1.3 �
requirements: . 1.When provided,passenger drop-off loading zones shall be located on an INITIAL DATE eo C
Sec. 1 007.1 0 Fig I I B-27(b) & (c). 2.Where separate facilities are provided for non-disabled persons of each sex, V. -1 C / I
accessible route of travel. d.A vestibule located immediately adjacent to an exit enclosure and _ I 0
1 Sec. I 1 31 B.1 constructed to the same fire-resistive standards as required by Sections 1005.7 separate facilities shall be provided for persons with disabilities of each sex DRAWN U Al.
� a.A guide curb a minimum of 2' in height shall be provided at each side of & 1005.8 1 . also.Where unisex facilities are provided for person without disabilities,at least I -% ob , , 4� 0
the romp: or 1 2.Where provided,one passen e drop-off and loading zone shall provide an Sec. 1114B.2.2.1.4 - � one unisex facility shall be provided for persons with disabilities within close CHECKED
'ble facility.
g r 0, 10 ia . proximity to the non-accessi
-1" above the surface access aisle at least 60'wide and 2 ri�ad cent and parallel to the vehicle - Sec I 1 1513.2 NAME DATE NO.C10620;
b.A wheel guide rail shall be provided,centered 3' +/ pull-up space.Such zones shall be locate on a surface with a slope not e.A portion of a stairway landing within an exit enclosure which is vented to .0
of the romp. exceedinp.I vertical in 50 horizontal. If there are curbs between the access the exterior and is separated from the interior of the building by not less than 3.Where facilities are to be used solely by small children,the specific heights I LICENSE NUMBER FILE I REN.07-31-0
aisle and The vehicle rull-up space,then a curb ramp shall be provided. one-hour fire-resistive door assemblies. I may be adjusted to meet their accessibility needs.See table 158-5.1 for 0 T
23. Outdoor ramps and their approaches shall be designed and constructed so I Sec. 11 14B.2.2.1.5 IX *..
I that water will not accumulate on walking surfaces. Sec. I 1 31 B.2.1 Fig V B-24 I suggested mounting heights. -7-V A*-%, -1,;0.
Sec. 1007.3.2a 1 3. Provide minimum vertical clearance of 9'-6"at accessible passenger loading f.When approved by the Building Official,an area or room which is separated Sec I 1 15 B.3 I C1 I I OF RANCHO CUCAMONGA 46, OF CAL�.O
- � zones and along at least one vehicle access route to such areas from site from other portions of the building by a smoke barrier.Smoke barriers shall 4. Doorways leading to men's sanitary facilities shall be identified by an ____ Ill
I I entrances and exits. have a fire-resistive rating of not Tess than one hour and shall completely equilateral triangle 1/4"thick with edges 12" long and a vertex pointing upward. PROJECT NAME CENTRALPARK 0
1 Sec.I 1 31 B.2.2 enclose the area or room. Doors in the smoke barrier shall be tight-fitting Women's sanitary facilities shall be identified by a circle 1/4"thick and 12'in JOB NO.: 2002-04
D.CURB RAMPS smoke and draft-control assemblies having a fire-protection rating of not less diameter. SENIOR CENTER AND COMMUNITY CENTER ,_
4.Valet parking facilities shall provide a passenger loading zone and shall be than 20 minutes and shall be self-closing or automatic closing.The area or Sec 1 1 1513.5 ____ 11200 BASE LINE ROAD
Curb Ramps shall be constructed at each corner of street intersections and located on an accessible route to the entrance of"the facility.The parking room shall be provided with an exit directly to an exit enclosure.When the
. . I I DRAWN BY: ROSS MAXWELL
where a pedestrian way crosses a curb.The preferred and recommended I space requirements of Section 1129B apply to facilities with valet parking. room or area exits into an exit enclosure which is required to be of more than 5. Unisex sanitary facilities shall be identified by a circle 1/4"thick,12" in I SHEET TITLE I
location for curb ramps is in the center of the crosswalk of each street corner. &i�. I 1 31 E3.3 L one-hour fire-resistive constructipri,the room or area shall have the same I he 12' 4A;�YA* I
. Where it is necessbry to locate a curb ramp in the center of the curb return I fire-resistive construction, including the same opening protection,as required for diameter,with a 1/4'thick triangle superimposed on the circle and within t W/
and the street surfaces are marked to identify pedestrian crosswalks,the lower 5.Where occurs,provide bus stop pads 96" long (measured perpendicular to the adjacent exit enclosure. diameter. // A �wlis CHECKED BY: ROSS MAXWELL'
� end of the curb romp shall terminate within such crosswalk areas. curb or road edge) and 60"wide (measured parallel to curb or road ed Sec. 1114B.2.2.1.6 . Sec I 1 15 B.5
.
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Sec I 1 2713.5.1 Fig I 1 B-I 9 through I 1 B-23 the maximum extent allowed by legal or site constraints. Bus stop pads s all ,
I
connect to an accessible route. Newly constructed bus stop pads must provide 6. Geometric (circle&triangle) symbols on sanitary facility doors shall be ,,_ DATE: 7-21-03
7 a square curb surface between the pad and the road or other detectable centered on the door at a height of 60" and their color and contrast shall be ntv. 1. �
warning. Bus stop pads shall be at the some slope as the roodwq,v in the I . distinctly different from the color and contrast of the door. DATE COMMUNIWSERVICE DIRECTOR
I direction parallel to the roadway and a maximu96 21ope perpendicular to the Sec I 1 15 B.5 SHEET:
. roadway. NOTE:See also Section 11 1713.5.9 for additional signage requirements applicable APPROVED 60411k
Sec. I 1 31 B.4 + 0 F 9!fb
I to sanitary facilities. SHEET ...w. � .
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* . GEN ER, AL NOTES FOR DISABLED ACCESS I
"X C4 . I ______________ CENTRAL
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40 - micb d. Tensile force induced in a fastener b a direct tension force of a 250-lb oint I
� b , 10 ere ed parqllel to a path of travel,includinp,but not I I
race,s1d a -R
imite to a uy sukZortgis us ,
Opp �O,nt ac� 91 .Xd si9dewa a uyb ewalk?uy or similar devices Ilbeused iiiiiiiiiiiiiiiiiiiiii jjjjjjjjjjjjjjjjjjjjjj job M
P.SINGLE ACCOMMODATION loadolnus the maximum moment from they lication of a 250-1 Z ,shall be - EMEN
I ess t a the allowable withdrawal load between the fastener an supporting structure A , . 1111111111111111111111 11111111111111111111111
SANITARY FACKITIES to crevent an overhanging obstruction as de ined. HH.SALES FACKITIES IIIIIIIIIIIIIIIII 1111111111111111111111
4cr %n NOTE: Sec 1 1 1 5 B.8.3.4 ep 1 1 Employee work stations shall be located on accessible levels and shall be OMMI&I
Single accommodation sanitary facility is defied as "a room that has not more e. Grab bars shall not rotate within their fittings. : 1111111111111111111111111�111118
10.Transit boarding platforms shall have a detectable warning texture extending sized and arranged to provide access to employees in wheelchairs. �11111111111111111!�A
than one of each type of sanitary fixture,is intended for use by only one Sec 11 15138.3.5 I the full length of the loading area.This detectable warning texture shall have Sec I I I OB.1.2 ���A
.
I person at a time,has no partition around the toilet,and has a door that can the following features: iiiiiiiimiiiimwA
LNEIIIIIIIIII11111111P-W11111111111
be locked on the inside by the room occupant". 6.A grab bar and any wall or other surface adjacent to it shall be free of any sharp or Sec 1024.3 2.The customer side of sales and checkout stations shall be accessible. ��
. Sec 220.12 abrasive elements. Edges shall have a minimum radius of 1/8" 1
.
I Sec 1024.3 Sec I I I OB.I.2 � � """"""""""""""""""""""0
1 1. There shall be sufficient space in the toilet room for a wheelchair I Sec I 1115138.4 a.Width 24" to 36",placed at the edge of the drop-off or safe area. 3. Provide . . accessible checkstands. Checkstands,including service � E
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measuring 30'wide by 48" long to enter the room and permit the door to counters requiring a surface for transactions,shall be made accessible by . -Nrl%L I
. I I . close. I . b. Durable,slip-resistant material having a surface texture composed or raised, providing a minimum 36" aisle on the customer side of the checkstand with an E M _111"Zh- K
I Sec 11 1513.7.2 I U.DRINI(ING I'OUNTAINS truncated domes in a stag ered pattern with a diameter of nominal 0.9" at the adjoining counter height not exceeding 38" above the finished floor with the top
. 2.There shall be in the room a clearfloor space of at least 60" in diameter, 1. In new construction',where only one cl�inking fountain area is provided on a floor, base tapering to 0.45"at Te top,a height of nominal 0.2",and a of the counter lip not to exceed 40" above the finish floor. � � Y A I
or a T-shaped space complying with Figures 1 1 B-12(a) or(b). No door shall !here shall be a drinking fountain which is accessible to individuals who use wheelchairs center-to-center spacing of nominal 2.35" in compliance with Figure 1 1 B-23. Sec 1 1 1 OB.1.3 Table I 1 B-2 �
I encroach into this space for more than 12" except for the panel door to any in accordance with Plumbing Code 1507 and one accessible to those who have difficulty "Nominal" as used here shall be in accordance with California State Referenced � P,ANCHO CUCAMONGA
I I bendin -low fountain or by Standards Code Section 12-11-102.The detectable warning shall contrast 4.Accessible checkstands shall be identified by a sign clearly visible to those in
__ water closet compartment if there is one. ot�or stooping.This can be accommodated by the use of a hi k I
Sec 1 1 1513.7.2 FigI I B-I A such er means as would achieve the required accessibility for each group on each visually with adjoining surfaces,either light on dark or clar on light.The wheelchairs which displays the International Symbol7of Accessibility in white on a
floor. material used to provide contrast should-be an integral part of the walking blue background and stating "This checkstand to be open at all times for
I
I Ovid inimurn 28' Sec I I I 713.1.1 surface.Warning surfaces shall differ from adjoining walking surfaces in customers with disabilities.' I
� 3.The water closet shall be located in a space which i esom resiliency or sound on cane contact.This surface shall be reserved for warning. Sec I 1 1 OB.1.3 I
� wide clear space from a fixture or a minimum 32"wiferclear space from a 2. Drinking fountains shall be located completely within alcoves or otherwise positioned so Sec 1024.3
wall at one side.The other side shall provide 18"from the centerline of the as not to encroach into pedestrian ways.The alcove in which the water fountain is 5.Where " ick" checkstands are provided,at least one shall be accessible. �
I water closet to the wall.A minimum 48" clear space shall be provided in front located shall be not less than 32" in width and 18' in depth. c.Color yellow conforming to Federal Color No.33538,as shown in Table IV of S e c 1 1 1 0 Ba'_'3 I �
I I of the water closet. I Sec 1 1 1 713.1.2 Fig 1 1 B-3 Standard No.595B.Where the color value contrast between the yellow warning .1
Sec 11 15B.7.2 Figl I B-1 A and the main walking surface is less than ?V,a 1"wide black strip shall 6 In existin,g buildings being remodeled at least one checkout aisle shall be
3. Drinking fountains shall be a minimum of 18" in depth and there shall be a clear and separate the yellow warning from the main walking surface. Percent of contrast ci�cessible in facilities with Fess than 5,060 square feet of selling space. In an I ;11 i!
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1 4.All doors,fixtures and controls shall be on an accessible route with a I unobstructed knee space under the drinking fountain not less than 27' in height and 8" shall be determined by the formula in Section 10243 existing building,with 5,000 or more square feet of selling space,at least one I 1:
minimum clear width of 36" at doors. If a person in a wheelchair must in depth,the depth measurement being taken from the front edge of the fountain. Sec 1024.3 1 of each design of checkout aisle shall be made accessible when altered until t
I I make a turn around an obst=,the minimum clear width of the accessible Sec 1507.1 Fig I 1 B-3 the number of accessible checkout aisles of each design equals the number .I,
,
route sha I I be as shown in Figure I I B-5E I 1.At transit boarding platforms,the pedestrian access shall be identified with required in new construction. �I,
I Sec 11 1513.7.2 4.There shall be toe clearance of 9' in height above the floor,and 17" in depth from a detectable directional texture. Sec 1 1 1 OB.1.3 I
the front edge of the fountain. This detectable directional texture shall comply with Figure I I B-23B and shall
Sec 1507.1 be 0.1" in height that topers off to 0.04",with bars raised 0.2"from the 7.Where fitting or dressing rooms are provided for male or female customers, RJM DESIGN GROUP
Q.MUL71PLE ACCM4MODAMN surface.The raised bars shall be 1.3"wide and 3.0"from center-to center of tients,employees,or the general public,5 percent,but never less than one,
� 5.A side approach drinking fountain is not acceptable each bar.This surface shall differ from adjoining walking surfaces in resiliency rressing room(s) of each type of use in each cluster of dressing rooms shall 31591 CAMINO CAPISTRANO
i SANITARY FACILITIES or sound on cane contact.The color of the directional texture shall comply with be accessible by providing the following: SAN JUAN CAPISTRANO,CA 92675
1 1 1 Sec 1507.1 ' I Section 1024.3.This surface will be placed directly behind the yellow detectable Sec 1 1 1 OB.1.7
� NOTE: 949-493-2600 FAX 949-493-2690
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,I Multiple accommodation sanitary facility is defined as "a room that has more . 6.The drinking fountain bubbler shall be activated by a manuall operated system not warning texture specified in Section 1024.3,aligning with all doors of the transit WWW.RJMDESIGNGROUP.COM
. vehicles,where passengers will embark.The width of the directional texture shall a. Entry doors conformino to the requirements of section 1004 and aisles ""
I than one sanitary fixture, is intended for the use of more than one person at I requiring a force greater than 5 IV.,that is located within 6" of tKe front edge of the - co'4orming to sections 1014.1 & 1014.2
1 1 . a time,and which usually is provided with privacy compartments or screens fountain or an electronically controlled device (preferably). . be equal to the width of the transit vehicle's door opening.The depth of the leading to such doors �
shielding some fixtures from view.' Sec 1507.2.1 Fig I I B-3 � texture shall not be less than 36". by 54" high,the bottom of which is CONSULTANT:
Sec 214.13 Sec 1024.4 Fig I 1 B-23B b. Full-length mirrors at least 18"wide �
7.The bubbler outlet orifice shall be located within 6'of the front edge of the drinking I I no higher than 20"from the floor,and mounted in a position affording a view
. 1.A clear space measured from the floor to a height of 27"above the floor, fountain and within 36" of the floor.The water stream from the bubbler shall be 12. If a walk crosses or adjoins a vehicular way,and the walking surfaces are ,to a person on the bench as well as to a person in a standing position.
within the sanitary facility room,of sufficient size to inscribe a circle with a substantially parallel to the front edge of the drinking fountain. not separated by curbs, railings,or other elements between the pedestrian areas � I
I diameter not less than 60"" or a clear space 56" by 63" in size,shall be � Sec 1507.2.1 Fig 1 1 B-3 I and vehicular areas,the boundary between the areas shall be defined by a c. Clothing hooks located no higher than 48"from the floor.
I provided for wheel chair mg. Doors other than the door to the I continuous detectable warning which is 36"wide,complying with Section 1024.3
accessible toilet compartment in any position may encroach into this space by V. PUBLIC TELEPHONES Sec 1024.5 d.A 24" by 48" bench mounted on the wall along the longer dimension of
the bench, 17" to 19" above the floor with a clear space alongside the bench
not more than 12". to allow a person using a wheelchair to make a parallel transfer onto the
Sec,11 15B.7.1.1 Fig I I B-1 B 1. If public telephones are provided,they shall be made accessible to the extent required bench.The structural strength of the bench and attachments shall comply with
2. Doors shall not swing into the floor space required for any fixture. ' the table in Section 1117B. Section I I 1513.8
� Sec 1 1 1513.7.1 'Iec I I I 713.2.1 I AA.SPAa AU.OWANCE&REA01 RANGES
1
3.A water closet fixture located in a compartment shall provide a minimum 28" . 2.Aclearflooror round space at least 30" bK48"that allows either a forward or 1.The minimum clear floor or ground space required to accommodate a single, e.A minimum clear space within the room of 60"width by 60" length. No
1� wide clear space from a fixture or a minimum 32"wide clear space from a parallel approach 9T aTerson using a wheelc air shall be provided at telephones. stationary wheelchair and occupant is 30" by 48". (The minimum floor or door shall encroach into the required space. I
1'� wall at one side of the water closet.The other side of the water closet shall I Sec 11 1713.2.2 Fig I B_ ground space shall be increased to 42"x 48"when such space is perpendicular 8.Where shopping cart theft prevention barriers are utilized they shall conform
11 provide 18"from the centerline of the water closet to the wall. Grab bars shall to an adjacent seating space).The minimum clear floor or ground space for to the following requirements:
�, not project more than 3" into these clear spaces. 3. Bases,enclosures and fixed seats shall not impede approaches to telephones by wheelchairs may be positioned for forward or parallel approach to an object. Sec 1 1 1 OB.1.6
I Sec 11 15B.7.1.2 Figl 1 B-I B people who use wheelchairs. Clear floor or ground space for wheelchairs may be part of the knee space
- Sec I I I 713.2.5 required under some objects. a. Each entrance and exit provided for public use shall be accessible to and SUB CONSULTANT:
4.A minimum 48" long clear space shall be provided in front of the water 4.The highest operable part of the telephone shall be within 48"of the floor if forward Sec 11 I 713.2.3& 11 1813.4.1 Fig I I B-5A&13 usable by persons with disabilities.
Sec 1 1 1 013.1.6.1
closet if the compartment has an end opening door(facing the water closet) a roached and 54" if side approached. 2. One full unobstructed side of the clear floor or ground space for a I
,pp
and a minimum 60" long clear space shall be provided in front of the water Sec 11 78.2.6 Fig I I B-4 wheelchair shall adjoin or overlap an accessible route or adjoin another b.Shopping cart barriers located at a public 'entrance or exit shall be
.
closet if the compartment has a door located at the side. Grab bars shall not wheelchair clear floor space. If a clear floor or ground space for a wheelchair designed to provide a clear unobstructed opening at least 32" in width for
project more than 3" into these clear spaces. 5.Telephones mounted diagonally in a corner that require wheelchair users to reach is located in an alcove or otherwise confined on all or part of three sides, . ind egress of persons with disabilities. �
I . in
,gress (
- Sec 11 15B.7.1.2 Figl I B-I A& B diagonally shall have the highest operable part no higher than 54" above the floor. additional maneuvering clearances shall be provided. Sec 1 1 1 OB.I.6.2
i
I - 5.Water closet compartments shall be equipped with a door that has an Sed I I 17B.2.6 Fig I I B-4 I I Sec 11 1713.2.4& 11 189.4.2 Fig I I B-5A c.Where a clear, unobstructed opening is provided,a level area is required on I
I � automatic-closing device,and shall have a clear,unobstructed opening width of 6.The cord from the telephone to the handset shall be at least 29" long. 3.The space required for a wheelchair to make a 180-degree turn is a clear both sides of the clear opening which extends a minimum of 44" on each side I
. ,.
� 32"when located at the end and 34"when located at the side with the door Sec I I I 713.2.1 1 space of 60" diameter or a T-shaped space. of the oj�ening and is at least 48' in width.
tioned at an angle of 90 degrees from its closed position. I Sec 111813.3 Fig 1113-12(a) & (b) Sec I I OB.1.6.4
I PSOesci I 1 15B.7.1.3 Fig-1 I B-1 A& B 7.Telephones shall have push-button controls where service for such equipment is . -- ---- I
I I available. 1 4.The minimum clear width required for a wheelchair to turn around an d.Where gates are used,they shall open in the direction of travel,provide a
� 6.When standard compartment doors are used,with a minimum 9" clearance Sec I I I 713.2.1 0 1 obstruction shall be 36"where the obstruction is 48' or more in length and clear,unobstructed opening 32" in width,and be maintained unlocked duriing � I I
for footrests underneath and a self-closing device,clearance at the strike edge ' 42"and 48"where the obstruction is less than 48" in length. business hours.Gates shalrnot operate a publicly audible alarm system or
as specified in Section 1004.9.2.2 is not required. 7.Telephones shall have push-button controls where service for such equipment Figl 1 B-5E' remire more than 5 foot-pounds of force.
- I Sec 11 15B.7.1.3 is ovai able. I � ec I I 1 OB.1.6.3 I
I . � Sec I I 1713.2.1 0 � 5.The minimum clear width for single wheelchair passage shall be 32" at a I .
I - 7.The inside and outside of the compartment door shall be equipped with a point 74" maximum length) and 36" continuously. . e.Where a gate is used,the level area in the direction of gate swing shall be
loop or U-Shoped handle immediately below the latch.The latch shall be 8. If telephone enclosures are provided,they shall comply with the following: Sec I 1813.1 Fig 1 1 B-1 0 a minimum of 60' in width and 60" in depth (measured from the gate in a
flip-over style,sliding,or other hardware not requiring the user to grasp or, Sec I 1 11'�713.2.� I
twist. . :Iosed position).The level area opposite the gate swing shall be a minimum of
c
I Sec 1115B.7.1.3 a. For side approach telephones,the enclosure overhang shall be no greater 7.The minimum width for two wheelchairs to pass is 60". 48" in width and a minimum of 42" in depth. I
I I . than 19"and the height of the lowest overhanging part shall be equal to or Sec 11 1813.2 Fig I 1 B-1 I I I Sec I I 1 OB.1.6.5
8.Except for door opening widths and door swings,a clear,unobstructed greater than 27". 1 8. If the clear floor space only allows forward approach to an object,the f.When a ate is used,the bottom of the gate shall be within 3" of the
I access not less than 44"shall be provided to water closet compartments Sec 1 1 1 713.2.7.1 Fig 1 1 B-4(a) maximum high forward reach allowed shal I be 48".See Figure I I B-5c(a).The surface of t�e path of travel.The surface of the gate on each side shall be
- designed for use by persons with disabilities and the space immediately in front � I
I I of a water closet compartment shall be not less than 48"as measured at a b. For forward approach telephones,if the enclosure overhan greater than ,minimum low forward reach is 15". If the high forward reach is over an smooth to present no hazard to persons with disabilities using the ate,and
� g is obstruction,reach and clearances shall be as shown in Figure I 1 B-5C(b). structurall adequate to allow it to be opened with the wheelchairyloot pedals. <
right angle to compartment door in its closed position. 12",the clear width of the enclosure shall be 30%the height of the lowest . e%oo
I Sec 1118B.5 I Sec I I 1 13B.1 6.6 1 ^ 116=L=
Sec I I T513.7.1.3 Fig 1 1 B-1 B overhanging part shall be equal to or greater than 27'. 9. If the clear floor space allows parallel approach by a person in a wheelchair, . � � Lj� I I 11'
I Sec 1 1 1 7B.2.7.3 Fig I I B-4(c) �. The path of travel to and through the clear opening or gate shall be L4.j �
9.Where six or more stalls are provided within a multiple accommodation toilet the maximum high side reach allowed shall be 54"and the low side reach shall t a
room,in addition to the standard accessible stall required above,at least one esigned to prevent barriers from obstructing it and shall be continuously
� c. Entrances to full-height enclosures shall be 30" minimum. be no less than 9"above the floor as shown in Figures I I B-5D(a) & ft. If I maintained unobstructed during business hours Also the design shall specifically �_ c
. additional stall shall be provided with a width of 36"with an outward swinging Sec 1 1 1 7B.2.7.2 Fig I I B-4(b) the side reach is over and obstruction,the reach and clearances sha I e as prevent parked vehicles from obstructing ingre�s ang egress. mmi I
I self-closing door and parallel grab bars complying with Sections 11 15B.8.T shown in Figure I I B-5D(c). Sec I I I OB.I.6.7 -.d
Ilk I I through 111513.8.4. d.Where telephone enclosures de into walls,halls,corridors or aisles, Sec 111813.6 � -.dW, -
Sec T1 15B.7.1.4 theyshallcompl with Section lf2rloBtru � h. Interior and exterior pedestrian traffic barriers (post,rails,turnstiles,etc.) . .el -A a 0 a
< Lij� ,
I I Sec 1117B.2.7.T I . BB.EMKOYEE MKM AREA99M STATMNS shall.allow unobstructed travel for persons with disabilities,through a 32'clear - 410� : I
I � ff '%7 ,
I opening. I ^'100 # W I
$I M t L SANITARY FACIUTY 9.Telephones shall be equipped with a receiver that generates a magnetic field LMLM k 1% :
if0 1 FDCWRES&A00ESSORIES in the area of the receiver cap. If banks of public telephones are provided,at NOTE: . LL S70RAGE FACKITIES&AREAS . I klaj %Wool 11 I
least one in each bank and a total of at least 2.% of the total number of I 1.General employee areas are "those areas commonly used by multiple
W I � a � Z >.,
40 1.The height of accessible water closets shall be a minimum of 17' and a public telephones including closed circuit telephones in a building or facility, employees,such as restrooms,breakrooms,conference and meeting space,etc . 1. If fixed storage facilities such as cabinets.,shelves closets,or drawers are I -
40"MW 1 1 1 1 maximum of 19" measured to the top of a maximum 2" high toilet seat, shall be equippeJ with a volume control.Such telephones shall be capable of a Even when these areas are restricted for employee use only,they must comply provided where access is required b.T Section 1 01.1�.l 1,at least one of each �
I minimum of 12dbA and a maximum of IBdbA above normal. If an automatic , ., s -
I - except that 3"seats shall be permitted only in alterations where the existing reset is provided,18 dbA may be exceeded. Public telephones with volume I with Title 24 access I ibility requirements. type shall be accessible in terms of c ear pace,reach ranges,and hardware. I ldv%� �_
fixture is less than 15"high. I Additional storage may be provided outside of required reach ranges. I
I I Sec 1502 1 control shall be hearing aid compatible and shall be identified by a sign : 2.Specific workstations are intended to mean "places where individuals do Sec 11 25B.1 Fig I I B-5D -
qd . I containing a depiction of a telephone handset with radiating sound waves. their work,such as a chef's chopping block in a commercial restaurant or a I I I I U
- 2.A clear floor space 30" b�48"shall be provided in front of a lavator Sec I I 1 712.8 computer terminal in an office".These workstations are not required to be 2.A clear floor space at least 30".by 48"that allows either a forward or L_11_11 .000000
.y to . accessible themselves,except that aisle and floor and level requirements must parallel approach by a person using a wheelchair shall be provided at accessible _,%*�
.
I allow a forward approach. uch clear floor space shall adjoin or overlap an 10. If a total of four or more public pay telephones are provided at the interior I 11 storage facilities. I AF % 00 NMM%L
I I � accessible route and shall extend into knee and toe space underneath the i I � I I I be met and entryways must be at least 32" in clear width. � 49Z
4C . I I � and exterijor of a site,and if at least one of the total is n an interior location, I I I I I 11. 1, � Sec TI 25B.2 Fig I I B-5A ,a .J,
U dwo I I 1�1 I I � � lavato I then at least one interior public text telephone shall be provided. �. I �I I I I ' U � I
I -MOM-0 ,
I
. I. � I - ' . .I . I I I I . I'Sp exception of work stations in sales facilities, 41:::�
.i CZ I Sec I%B.9.1.1 Fig 1 1 B-1 B Sec 1 1 1 713.2.9.1 I I � . I I � .ecific workstations with the *fi 3.Accessible storage spaces shall be within at least one of the height-ranges
Z , I I I I I .� I I c�eckstands,ticket bo0s,and other work stations with speci ic requirements I ,
I
�
5 S � I I � : I I . I . I contained in other portions of the regulations, need onl com�l with aisle width s ecified in sections 11 1813.5&11 1813.6 . �
I ly ' 1C....,
t
. � . I I I t gec 112513.3 I
- . 1 3. Lavatories,when located adjacent to a sidewall or partition shall be a I 1.Text telephones shol I comply with the following: I I I I � I I and floors and levels,and entry-ways shall b 1Z _.Mow� .
4: I I I
I minimum of 18"to the centerline of the fixture. I I�. I Sec 112313.2 e 32" in C ear wi h. � < U -
0: * , Sec 1504.1 Fig I I B-1 A a.Text telephones used with a pay telephone shall be permanently affixed 4. Hardware accessible stora!ae facilities shall be within at least one of the >
.
within or adjacent to the teleph§rte enclosure. If an acoustic coupler is used, hei�ht ranges specified in sections I I 1813.5& 11 1813.6. and shall be operable .J :�,
§ 40 1 4.All lavatories that are designated to be accessible shall be mounted with the the telephone cord shall be sufficiently long to allow connection of the text 2.Employee work areas shall be accessible by means of a 36' minimum aisle . M* IN r % '000%, .
. . rim or counter edge no higher than 340 above the finished floor and with a telephone and telephone receiver. and a 32*minimum clear opening door width. � wit one hand and shall not require tight grasping.. iniching,or twisting of the I I 0 E ff It
zea wrist.The force required to activate the hardm �Iall be no greater than 5 %, J
U. vertical clearance measured from the bottom of the apron or outside bottom Sec I 1 1 7B.2.9.2.1 Sec 1105B.3.2.3,1105B.3.3.2,&T10813.5 �J
- pounds.Touch latches and U-shaped pulls are acceptable. IM411111111pr kaj,
3 45 top I edge of the lavatory of 29", reducing to 27'at a point located 8" back from Sec 112513.4 EMENOW Ir It I
� the front edge. Knee clearance below the lavatory shall extend a minimum of b. Pay telephones designed to accommodate a portable text telephone shall be 3. Employee areas shall conform to all requirements of the Division of the State .Iff Ir '%
1 03 12 . - 30' in the width by 17'in depth.Toe Clearance shall be the same width and equipped with a shelf and an electric outlet within or adjacent to the telephone Arch ite ct/Access Compliance Section in the California Building Code,'Plumbing 5.Clothes rods shall be a maximum of 54w from the floor for a side approach. Ir 40%, �J
I shall be a minimum of 9" high from the floor and a minimum of 17'deep enclosure.The telephone handset shall be capable of being placed flush on the Code and Electrical Code. I F A,L* = U
a *3 from the front of the lavatory. surface of the shelf.The shelf shall be capable of accommodating a text Sec Y12313.11 � as in closets without accessible doors,the height and depth to the rod or shelf I APN%h� 040%
Sec 1504.1 telephone and shall have 6" minimum vertical clearance in the area where the Ar I%
I � shall COM915 with Figure 11 B-5D. ff In
text tele7hone is to be placed. I Sec 1125 . = L.4
I Sec 11 7B.2.9.2.2 CC FDW OR BUILT4N SEA71NG.TABLES,p&CIDUNM 9 % MEMEW,
5. Hot water and drain pipes accessible under lavatories shall be insulated or 1 kiiiij B V
I otherwise covered.There shall be no sharp or abrasive surfaces under lavatories. 'Equivalent facilitation may be substituted for the above requirements as � 6.The doorway providing access to storage areas shall be of less than 32' in - .Mtw� , V%�
Sec 1504.2 c. I . I clear width.Storage areas shall be made accessible as required in Section I I Z < -
I I I - described in Section I I 17B.2.9.2.3 1.Where fixed or built-in seating tables or counters are provided for the 1125B. I 1� ,
Sec I I I 7B.2.9.2.3 public,and in general employee�rea%fDut never less than I must be Sec 1105B.3.6.2,1107B.3.2,& I I I OB.2.2 I '11,
1 6.Where urinals are provided at least one shall have a clear floor space by 30" by 48' accessible as required in Section 1122B. I I
in front of the urinal to allow Forward approach. d.The telephones shall be identified by the Sec 11229.1 - I I � -d
...dw
� Sec 1115B.9.4 SS. ELECrRIM � -.99w, 0%,,o
� international TDD symbol (see.Figurii�1 B-14). If a facift has a public text � I .dop�l <
114%_ 0 Lia.
I 1 7.Urinals shall be floor mounted or wall hung.Where one or more wall hung urinals are tele hone,directional signage indicatin the location of t e nearest such � 2.The tops of tables and counters shall be 28"to 34"from the floor or 1.The center of junction boxes for receptacle outlets shall be installed at an q*A% f%,.900 I I I
� I � provided at least one with a rim projecting a minimum of 14"from the wall and at a tele hone shall be placed adjacent to N banks of telephones that do not round. . I accessible location meeting the clearances and reach range requirements of LMLM U.J11
I I con ain a text telephone.Such directional signage shall include the international Uc 112213.4 . Section 1 1 18B .
maximum of 17" above the floor shall be provided. TDD symbol. If a facility has no banks of telephones,the directional signage I Sec I 1 1713.6.3&210-7(g.1)) � U M 2 �-
Sec 1503.1 shall be provided at the entrance or in a building directory. 3. If seating for people in wheelchairs is provided at fixed tables or counters, - I Li. N�
Sec I I I 7B.2.9.3 knee spaces of least 27"high,30'wide,and 19" deep shal I be provided. � 'amb., 0400,
1 8.Controls for water closet flush valves shall be mounted on the wide side of toilet Sec I 1 2213.3 Fig I 1 B-1 3 2.The center of the Trip of the operating handle of controls or switches 1. I r 1% '.. � ,
areas. 12. If telephone books are provided,they shall be located within 48"of the intended to be used y the occupant of the room or area to control lighting. .J U 11 I I -1
I Sec 1502 floor if forward approached and within 54" if side approached. 1 4. If seating spaces for people in wheelchairs are provided at fixed tables or and receptacle outlets,appliances,or cooling,heating,and ventilating equipment I Ar In L.I.J
, � shall meet the requirements of Part 2 California Building Code (CBC),Section f
, Sec I 1 1713.2.12 counters,clear floor space complying with Section 11 1813.4 shall be provided. '�
9.Water closet and urinal flush valve controls,faucet,and operating mechanism controls 11 18B,Space Allowance and Reach kanges,for persons with disabilities. �'
�
I shall be operable with one hand.They shall not require tight rasping,pinching,or Such clear floor space shall not over lop knee space by more than 19". Sec 380-8(c.1) U >- U 1,
twisting of the wrist and shall be mounted no more than 44"aTove the floor. Sec 11 2213.2 Fig I I B-1 3
� I Sec 1502,1503.2&1504.3 Y.CX*CrROLS&OPERATING MECHANW" I � 5.Where a sin le counter contains more than one transaction station,such as the level of the floor,working platform,ground surface,or sidewalk. A*V%, �_ r1do 07 ,
10.The force required to activate water closet and urinal flush valve controls,and faucet 1. Controls and operating mechanisms required to be (but not limiteT to) a bank counter with multiple teller windows or a retail sales Sec 760-9 F % &=&Mm� I
and operating mechanism controls shall be no greater than 5 Ibf. Electronic or automatic accessible by Section I OT.1 7.1-1 0 shall comply with counter with multiple cash register stations,at leastZ but never less than 1, A*0W%1
I flushing controls are acceptable and preferable. the requirements of Section 111713.6 of each type of station shall be located at a section ot counter that is at I I U U Mr %
�
Sec 1502,1503.2&1504.3 Sec I I 1 713.6.1 I least 36" long and no more than 28'to 34" high. � %J
I Sec 112213.4 California Electrical Code.
� I 1.Self-closing faucet control valves are allowed if the faucet remains open for at least 2. Clear floor space complying with Section 11 18B.4 that Sec 7201 -
. I 0 seconds. allows a forwa�d or parallel approach by a person using a wheelchair shall be DD.SIGNS&IDENTIFICATION I I ff Is
I Sec 1504.3 provided at controls, UU. E)a9T1NG BUILDINGS I I
dispensers,receptacles,and other operable I NOTE: I a a a
� 12.Mirrors shall be mounted with the bottom edge no higher than 40"from the floor. equipment. The International Symbol of Accessibility shall be the standard used to identify 1.When a renovation,structural repair,alteration or addition to an existing bldg. � U LJJ
I Sec I I 1713.6.2 � facilities that are accessible to and usable bt physically disabled persons as set occurs,compliance includes the fo lowing: Sec. 113413.2 I 41 ^
Sec 11 15B.9.1.2 forth in Title 24 and as specifically required elow. I %J 10
13.Where towel,sanitary napkins waste receptacles,and other similar dispensing and 3.The highest operable part of all controls,dispensers, receptacles,and other Sec I I I 713.5.1.1 Fig I I B-6 Sec. 113413.2
operable equipment shall be placed within 48" of the floor but not lower than b. A primary entrance to the building or facility and the primary path of travel
disposal fixtures are provided,at(east one of each type shall be located with all 15' if forward approached and within 54" but not lower than 9" if side 1.The International Symbol of Accessibilit _ .. � ..A
.y shall consist of a white figure on a � to the specific area of alteration,structural repair,or addition must fully comply. ___-_ 1, 11 I 11; -
I ,
I .
, , �
o blue background.The blue shall be equal to Color No. 15090 in Federal Sec. I T34B.2.1. , � ,
,perable parts,including coin slots,within 40"from the finish floor. approached. --�. ".:,�,-,,ii,�t_-, I- �','�'11'11 -I
Sec 111513.9.2 Standard 5998. c. Sanitary facilities,and,when privided,drinking fountains anclTublic telephones ,�,/_, � � ,_1 . '11111� 11 I
I , S,v!�S-b;`7 �' 11 "I, 1, '. -
Sec 1117B.6.3 / I �E��P4��*�-�2�' I'll �1, � �I., I I
I I ,
� I I
". I I 11 I . 1, <
I Sec I I I 713.5.1.2 serving the area of renovation,structural repair,alteration or ad tion must �11 I -,."4,`,,r�-ds 0�, � , I I �,___ , -1, I
I ,,,, , .0 �!_l I-, � ,n, ,� �
% .4'� ".�,, ,,,, � �, � ,�, � I I
-,- _,�, � 1
14.Toilet tissue dispensers shall be located on the wall within 12" of the front edge of fully comply. Section 1134B.2.1vv �� `��,�.,,�,�:,.�. ,1��,_, I-�,�\ � I,�,� i 1;�I - __�7"�, I I ,,�
4. Controls and operating njechanisms shall be operable with one hand and I_.,,'�--�'.,��'i I - I k ,,, ,.,-"--,-- I,",�,'. I
. !�11 111��t�_,J' I I—, "
_
the toilet seat and no lower than 19"from the floor. Dispensers that control delivery or shall not require tight grospinl, inching,or twisting of the wrist.The force 2. Letters and numbers on signs shall have a width-to-he' ht ratio of between �, � k--��,�V��, �111.,��,-"-,�;�_�':__1 1, "I 1
,�14--J �" ,,or ,, - -
, I
. thatclonot ermit continuous paper flow shall not be used. s if.-'5 and 1:10. /4_1_�,-4 ,- n�, ",��,' _,',�%'� I I I
of, be no greater than 5 pounds of force. ��Vp I, .. � �
required to activate controls 3:5 and 1:1 and a stroke wicTth-to-height ration between �,��,, �,2
,J j,1_1 , r,, a---1-,n I 11 ,� " - � I e', 11
-1 �� 11 � -
. ,, 1 115 . , �'_ I I I - -
I
SecI1115B.�.3 Fig I I B-I A Sec 11 17B.6.4& 1507.2a Sec I 1 1713.5.3 I !.I ; 16"�,4 IL-�.-"-,"'i I� , � ,�, . -
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� � 11 � .
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15. Toilet room floors shall have a smooth,hard,non-absorbent surface such as 3.Characters and numbers on signs shall be sized according to the viewing "I'll I -) 31 0_1s,*� � I ,�" - - .�-, I
k "'A L:!�_7- ; ti � I -,-,� �;
5. Non-commercial kitchen and counter bar sinks located in common use areas v- 7-1- 10 I � .,�, ,
�4 I., I ;/.,�,.V ,1. I 1�", ,
',
Portland cement,concrete,ceramic tile or other approved material which extends upward shall have faucet controls and operatin mechanisms operable with one hand in distance from which they are to be read.The minimum height is measured k N _;=No / 1�� -5, ",_- 1-1 � �, I �,,�
� � , " !�,' 11, t, I �I ,
,
* * I 1, - - 11 I
", .�, , v- - " " -1
onto the walls at least 5".Walls within water closet compartments and walls within 24" 1 accordance with Section 11 18B and sh I not req re grasping., nching,or using an upper case X. Lower case characters are permitted. For signs �,�,, ��, I ,- 1�1
ui ' - ,.,-,- =419 ,�" , �
Iva - -_ ,*jr,.I�!, , � ',�',_ �,
I of the front and sides of urinals shall be similarly finished to,a height of 48" and, twisting of the wrist.The force required to act te controls sholfbe no zeater SUSF 4 or projected above the finish floor in compliance with Section 1 1 21 B, 11 -� I� -I�i 3,-, �` I 11:- " , I I',, � I �
- I . I / I �, ,t" , I I I
, -� � -_ �_ -1111 11
I �_11__' -;,t-4� 11�� - , I - I I
except for structural elements,the materials used in such wa Is sh I be a type that is than 5 plf. Lever-operated push-type,and electronically controlled mec anisms \, , , r ,* , " ,�,_ -
a . the minimum character height shall be 3". 1 i� "; 1, �1,11 I -11 I I �, -1
, ,�
I 1�_-, , -
not adversely affected by moisture. are examples of accertabfe designs.Self-closing valves are allowed if the Sec 111713.5.4 -',� . I- .-..... I 11 I �
. c I _1_____1_-�_ ,_� I _I
Sec 111513.9.5 faucet remains open or at least TO seconds. . I -
� I Sec 1508.2 4. Characters and symbols shall contrast with their background,either light I
. & GRAJ3 BARS characters on a dark background or dark characters on a light background.
6.Vendin machines shall be installed in compliance with Section 111713.6 Sec 1 1 1713.5.5 I REVISIONS FOR CITY USE ONLY
I I 1. Grab bars shall be located on each side,or on one side and the back of the through W1713.6.4 - I
accessible toilet stall or compartment. Sec T1 126B 1 5.When raised characters or symbols are used,they shall conform to the I � DATE DESCRIPTION APPROVED INITIAL DATE
I Sec 11 15B.8.1 Fig 1 1 B-1 A,B,&C following: I TITLE:
I
I I I Sec 11 1713.5.6 STREET
I
.
1 2.Grab bars at the side shall be at least 42" long with the front end positioned 24" in I WATER/SEWER
I front of the water closet stool and with the back end positioned no more than 12"from Z HAZARDS PROTRUDING OBJECM a. Letters and numbers on signs shall be raised 1/32" minimum and shall be I
the rear wall.Grab bars at the back shall not be less than 36" long. sons-serif uppercase characters accompanied by Grade 2 Braille. GRO/DRAIN I
Sec I 1 15B.8.1 Fig I I B-1 A,B,&C 1.Abrupt changes in level,except between a walk or sidewalk and an adjacent Sec 1 1 1 713.5.6.1 TRAFFIC HANDICAP NOTES
i
I street or driveway,exceeding 4" in a vertical dimension,such as at pl,,onters or b. Raised characters or symbols shall be a minimum of 5/8' high. I
I . 3.Grab bars shall be securely attached 33" above and parallel to the floor,except that fountains located'I n or adjacent to walks,sidewalks,or other peclestr an ways, Sec I I I 7B.5.6.2 FINAL CHECK I
I I where a tank type toilet is used which obstructs placement at 33",the grab bar may be shall be identified by warning curbs projecting at least 6" in height above the I I . - I
I I . as high as 36". walk or sidewalk suHace to warn the blind of-ci potential drop off. I c. Pictorial symbols signs icto rams)shall be accompanied by the equivalent R/W
Sec 11 15B.8.1 Fig 1 1 B-1 A Sec 1024.1 verbal description placed Vectpy below the pictogram.The border dimension of AS CONST.
I the pictograrn shall be a minimum of 6" in height. .
2.When a guardrail or handrail is provided,no warnifn curb is required when a Sec 11 17B.5.6.3 I i I 1,
4.The diameter or width of the gripping surfaces of a grab bar shall be 1-1/4"to Sur g 1111 I I
. 1-1/2" or the shape shall provide an e lent in surface. If grab bars are uiderail is provided centered 3" +/- 1" above the ace of the walk or _111111111111111111i,
% or less gradient,or no adjacent hazard exitsidewalk,the walk is 5 6.Contracted Grade 2 Braille shall be used whenever Braille symbols are THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
I mounted adjacent to a wall,the spacetei=en tKeipwpal?and the grab bars shall be Sec 1024.1 Fig I I B-27(b) specifically required in other portions of these regulations. Dots shall be 1/10' ---
� 1-1/2' on centers in each cell with 2/10' space between cells. Dots shall be raised a � INITIAL DATE ,5SO A,,�C
Sec 11 15B.8.2 Fig I I B-1 C 3. Objects projecting from walls with their leading edges between 27"and 80" 1 minimum of 1/40" above the background. Sec 11 I 7B.5.2 . I F;_1 co /
I above the finished floor shall protrude no more than 4" into walks,halls, DRAWN 1qJ . J* 0 1,
5.The structural strength of!arab bars tub and shower seats,fasteners,and mounting corridors, passagewo s,or aisles. 7.All building entrances that are accessible to and usable by persons with ,
I I devices shall meet the following specifications: Sec 1121 B.1 Fig �A disabilities and at every major junction along or leading to an accessible route . CHECKED I �
,
I . Sec 11 115138.3 of travel shall be identified with a sign displaying the International Symbol of NO.CIO 20
a. Bending stress ,in b bar or seat induced by the maximum bending moment 4. Objects mounted with their leading edges at or below 27* above the finished Accessibility and with additional directional signs,as required,to be visible to I NAME DATE
from the application Yara2'50-lb point load shall be less than the allowable stress for floor may protrude any amount into walks,halls,corridors,passageways or persons alon.5approaching pedestrian ways. LICENSE NUMBER FILE REN.07-371-O:f
the material ot the grab bar or seat. aisles. Sec 111713.5 & 112713.3 - - 0 11%
Sec I I 15138.3.1 I� Sec I 1 21 B.1 Fig I 1 B-7A I 1.11,
B.When permanent identification is provided for rooms and spaces,raised 1, A -I.)..
I b.Shear stress induced in m grab bar or seat by the application of a 250-lb point 5. Freestanding objects mounted on posts or pylons may overhang 12' letters shall be provided and shall be accompanied by Braille in conformance CITYOF rRANCHO CUCAMONGA 4s, OF CA,-fo
load shall be less than the allowable shear stress of the material of the grab bar or maximum from 27"to 80" above the ground or finished floor. with Sections 1117B.5.6 through 1117B.5.6.3.Signs shall be installed on the
I seat,and its mounting bracket or other support is considered to be fully restrained,then Sec Ill 21 B.1 wall adjacent to the latch side of the door.Where there is no wall space on I --------- �
direct and torsional shear stresses shall not exceed the allowable shear stress. the latch side,including at double leaf doors,signs shall be placed on the . PROJECT NAME CENTRALPARK JOB NO.: 2002-04
Sec I I 15B.8.3.2 6. Protruding objects shall not reduce the clear width of an accessible route or nearest adjacent wall,preferably on the right.MountinGi height shall be 60' SENIOR CENTER AND COMMUNITY CENTER
* a
moneuverin?space. bove the finished floor to centerline of the sign.Mounting location shall be 11200 BASE LINE ROAD
c.Shear force induced in fastener or mounting devices from the application of a Sec 11 21 B. determined so that a person may approach within 3' of si.gnage without I
. I 250-lb point load shall be less than the allowable lateral load of either the fastener or encountering protruding objects or standing within the swing of a door. I SHEET TITLE DRAWN BY: ROSS MAXWELL
� � mountil y5i evic I O' P .
i
I
I n d e or the supporting structure,whichever has the smaller allowable food. 7.Walks,halls,corridors,passageways,aisles or other circulation spaces shall Sec 11 1713.5.9
Sec I B.8.3.3 have 80" minimum clear headroom. Y)I W 0?'eA , J
Sec I 1 21 B.2 Fig I I B-7A 9. Pole supported pedestrian traffic control buttons shall be identified with color I / 41/07�� CHECKED BY: ROSS MAXWELL
coding consisting of a textured horizontal yellow bond 2' in width encircling the
� 8.Any obstruction that overhangs a pedestrian way shall be a minimum of 80" pole,and a I"wide dark border band above and below this yellow band. I
I above the walking surface as measured from the bottom of the obstruction. Color-coding should be placed immediately above the control button.Control P. DATE: 7-21-03
�
I Sec 1024.2 Fig I TB-28 buttons shall be located no higher than 48" above the surface adjacent to the I 77e le; /.11�1 :1a
I pole. DATE COMMUNITY SERVICE DIRECTOR
I I I � I Sec 1117B.5.10 I APPROVED * - SHEET q OF Z16M SHEET: I
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TO 1-1/2" 1-1/2' TO 1-1/2" 1-1/2" UENTRAL
RESERVED FOR
600 MIN.
HANDICAPPED WALL
PROVIDE SECOND SET OF HANDRAILS
MOUNTED AT 24'A.F.F.WHEN CHILDREN ARE
1 1/2" MAX. PRIMARY USERS. Jr-
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TW TREAD WIDTH co
24" MI 42' (MIN.
12 +T`W ,
u_ SIGN TO BE 70 SQ. IN.MINIMUM HANDRAILF/// HANDRAI GRAB B3
WITH REFLECTIONIZED PORCELAIN TOP LANDING t-T\A4 ;o
0 co 1-1/2 TYP.
Lu ENAMELED STEEL. TEXT TO BE 34" MIN. CLR,.
1-1/4" CLR.
If
Z TO 1-1/2 FLUSH ACTIVATOR z
BEADED OR EQUAL. TEXT AS PER 1-1/4
< ON WIDE SIDE a2
u- STATE REQULATIONS. CY3 n
co TO ' -I/ .1-1/2
ce 1-1/2" 6
co 36" (MIN.)
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(n GRABBAR mi
RESERVED SEE SITE PLAN FOR LOCATIONS.
FOR VAN ACCESSIBLE SIGN @ LOCATIONS m 1-1/4"TO A K
VISUAL WARNING STRIPS SHALL
%40op HANDICAPPED SHOWNSEE LANDSCAPE DWGS FOR 1-1/2 (0.
BE 2"MIN.WIDTH AND INSTALLED ..........
BOTTOM LANDING .............
SPECIALTY SIGN ...............
FANCHO CUCAMONGA
1 MAX. FROM EDGE OF THE
2" SQ. GALVANIZED STEEL POST. TOP AND BOTTOM TREADS OF
VAN ACCESSIBLE PROVIDED 12" x 24" DEEP INTERIOR STAIRS,AND ON ALL GRAB BA
..............
CONCRETE FOOTING. TREADS OF EXTERIOR STAIRS. ......
..........
10
STAIR SECTION
FA HANDRAILS GRAB BAR HANDRAIL
W ............
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0 u- PROVIDED 17"x 22' (MINIMUM)
FREE
FREESTANDING SIGN AT EACH
............
STANDING
C) (n STREET ENTRANCSTATING .............
co A
THAT UNAUTHORIZED VEHICLES
11 TYP"'ICAL STAIR AN D"' H A N 'D RAI L NO SCALE
PARKING IN HANDICAPPED SPACES
MAY BE SUBJECT TO TOW-AWAY. 30 X 48
MIN. CLR
....... ...
ADDRESS &TELEPHONE NUMBER.
....... ......
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CONTACT OWNER FOR TOWING FLR.SPACE
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ELEVATION PLAN Zz z
ENTRY DOORS SHALL NOT SWING
INTERNATIONAL ACCESSIBILITY :2:- Z .2
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NOTE:
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SYMBOL INTO THE REQUIRED FLOOR SPACE
In 10 z
19 32" CLR. MIN. 18" FOR ANY FIXTURES.
TOILET SEAT
F
Lu --------E:m
< 1911 MAX. 6u MAX. RECESSED FOUNTAIN uj Lu 0 GRAB--- DISPENSER (WHERE OCCURS)
30"X 4811 OVERHANG :�o z I.-Lu z
L C14 BARS
Z)Z z
51 z xzt N:
MIN. CLR. PERMITTED L0 Lo :2: 1-1/2"f DIAMETER
L---------J WING WALL INSTALLATION 0 0 < =
LETTERS AND NUMBERS: Lo Fil ::E 0 GRAB BAR Vill PEENED FINISH
4-OPTIONAL 0 &250 LBS. CAPACITY
POST
1. WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1 :1. 0 ce x
BASE PROJECTED FOUNTAINS 41-3"
0 SUB CONSULTANT:
0 0
1. WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN <
21-411
2. STROKE WIDTH TO HEIGHT BETWEEN 1 :5 AND 1 10. u_
CAN BE PROVIDED BY EITHER OF THE FOLLOWING MEANS: u_
-1 1 nil
(a) SIDE REACH POSSIBLE
3. CONTRAST CHARACTERS AND SYMBOLS WITH BACKGROUND. -- --------
A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING ............
FOUNTAIN CAN BE OF CONTRASTING COLOR WITH A TEXTURE C= CN
4. SANS SERIF CHARACTERS. THAT CONTRASTS IN RESILIENCY WITH THE ADJACENT FINISHED 36" MIN. 6' MAX. ::E < Z'Y-
ELEVATION PLAN co
FLOOR MATERIAL,SO THAT IT CAN BE SENSED BY A CANE,WITH THE co
.1 TEXTURE EXTENDING FROM THE WALL TO ONE FOOT BEYOND THE
SIGNS / PICTOGRAMS 17*4 CIO C-4
FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE FOOT BEYOND
EACH SIDE OF THE FOUNTAIN,OR MULTIPLE ACCOMMODATION
5. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY 19"MAX. I. A STALL WITH AN END COMPARTMENT DOOR SHALL HAVE A MINIMUM 48-INCH LONG r 11 1" 1* 8" MIN.
THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE 00 OVERHANG 1711 To 1911 To
PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" PERMITTED B. INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO CLEAR SPACE IN FRONT OF THE TOILET OR A MINIMUM 60-INCH LONG CLEAR SPACE TOP OF TOILET
PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING WITH A SIDE COMPARTMENT DOOR. 0.11 11 M IN.
MINIMUM HEIGHT. FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVEL FLOOR FINISH. SEAT
30"X 44 TOILET STALLS 417" MIN.
A 01- THERE MUST BE 32w CLEAR BETWEEN THE WING WALLS, OR
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6. CHARACTERS AND BACKGROUNDS SHALL BE OF NON-GLARE I MIN. CLr 1. WHEN MORE THAN FIVE STALLS ARE PROVIDED,AT LEAST ONE STALL SHALL BE 36 ROLL PAPER ELEVATIONS
CONTRASTING COLORS. NOTE: INCHES WIDE. THIS STALL HAVE AN OUTWARD-SWINGING SELF-CLOSING DOOR AND HOLDER WITHOUT
STOPS
GRAB BARS COMPLY WITH FIGURE ABOVE AND SECTION C-6.5 OF THE ADA COMPLIANCE
7. SIGNS/PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT C14 1. SEE TYPICAL ACCESSIBILITY NOTES SHEET SECTION "Um. GUIDELINES CALIFORNIA ACCESS CODE (TITLE 24 SECS. 111513.8.2 THROUGH 11 15B.8.4).
MEN TO DOOR LEADING TO THE ROOM OR SPACE THEY DESCRIBE AND AT
601 A.F.F.TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH (b) FULL HEIGHT ENCLOSURE
WITHIN 3"OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS
OR STANDING WITHIN THE DOOR SWING AREA. 12- D"I R I NK I N G F0__" U N`TA I N NO SCALE 7 U�IJIVALEN"T FACILITATIOlkN' NO SCALE 2 MULTIPLE ACCU""M TOILET NO SCALE
8. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM ELEVATION PLAN
IL OF 80"REQUIRE MINIMUM 3"CHARACTER HEIGHT MEASURED BY
a USING UPPERCASE'W'. CHARACTERS AND NUMBERS SHALL BE SIZED
A Nr
CCORDING TO VIEWING DISTANCE FROM WHICH READ. LOWER CASE
Uit
CHARACTERS PERMITTED. fNOTE:
1. ALL RAMPS MUST MEET HANDRAIL AND CURB REQUIREMENTS.
PROPORTIONS
SIGN LOCATIONS: co 1 30"X 48F' 2. MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND WYMOOR SWINGS ONTO
INTERNATIONAL SIGN I MIN. CLr_
OF ACCESSIBILITY L----- 60"Mil LANDING 42" MIN. PLUS z
9. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE SEE NOTE-2z,,,. DOOR WIDTH I
STANDARD SIGN. IF Z IS GREATER THAN 12- HANDRAIL AT RAMPS
uj-
THEN Y SHALL BE 30n MIN. I GUARD RAIL DOOR TYPE: ndoo r%
HORIZONTAL RAILING REQUIRED WHERE Lmi
10. 1 ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL IF Y IS LESS THAN 300 THEN 601, MIN. AND CURB INTERMEDIATE RAILS WITH A MAXIMUM
ARE REQUIRED. X SHALL BE EQUAL TO OR SEE NOT&4:,, OF 40 CLEAR SPACE BETWEEN INTERMED. 1. MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM,
GREATER THAN 270 -.Jr- RAILS ARE NOT REQUIRED,TYPICAL. EITHER ATTACHED PANEL OR BOTTOM RAIL.
Milli" 11. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES 2" MI m 11
tnialam cn 6" HIGH WARNING
FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS I CURBS WHEN A HARDWARE:
CN -
PART OF THE BUILDING DIRECTORY. (c) FORWARD REACH REQUIRED 4n OR MORE
cy) r DO OCCRS 2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL
vv INTERNATIONAL fINTERNATIONAL SYMBOL OF ACCESSIBILITY: MINIMUM TO KNOWLEDGE OR EFFORT.
TDDSYMBOL 12. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. ADDITIONAL NOTES: RISE (TY On MAXIMUM 3. OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT
1. IF MINIMUM CLEAR FLOOR OR GROUND SPACE HAS ONE
1-4 ADJACENT HAZARD REQUIRING GRASPING).
13. WHITE FIGURE ON BLUE BACKGROUND, COLOR# 15090 ON TO THREE SIDES CONFINED BY VERTICAL SURFACES,ADDITIONAL <
4. MOUNTED 360 TO 42".
FEDERAL STANDARD#595A. 6"MIN.WIDTH OF MANEUVERING SPACE IS TO BE PROVIDED.
AS REQUIRE91
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14. WHEN ENFORCING AGENCY DETERMINES,IF APPROPRIATE,SPECIAL 2. FLOOR OR GROUND SURFACE TO BE SLIP RESISTANT. 5. MAXIMUM 8.5 LBS. EFFORT TO OPERATE EXTERIOR DOOR, ill
DESIGNS AND COLORS MAY BE APPROVED. 3. ENCLOSURES PROJECTING INTO WALKS, HALL,CORRIDORS STRAIGHT RAMP RUN WHEN DOOR SWINGS ONTO RAMP SECTION 5 LBS. FOR INTERIOR.
BRAILLE: OR AISLES TO COMPLY WITH REQUIREMENTS FOR PROTRUDING DING 42" MIN. PLUS
60u MI LAN
IRA INTERNATIONAL SYMBOL OBJECTS. DOOR WIDTH
OF ACCESS FOR 15. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON O-ra
HEARING EMPARIRED CENTER IN EACH CELL. 4. SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR"ADDITIONAL SEE N1 I L 12n MIN. 12" MIN.
R J�
TEXT TELEPHONES. "MI GUARD RAIL
16. 0.2 INCH SPACE BETWEEN CELLS. EQUIREMENTS" INCLUDING INFORMATION PERTAINING TO 60w MIN j Amp- -%k
CENTERED AT
17. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. 3" +1 HIGH
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DETAIL
48"MIN.
SEE NOTE 2. ON CHAIR
60"MIN.
HIGH FORWARD REACH LIMIT SEE NOTE 2. 48" SIDEWALK 48" SIDEWALK mill-1lm,
72" MIN. fAUTOMATIC POWER ASSISTED DOOR:
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1985. SLOW OPENING, LOW-POWERED,AUTOMATIC DOORS SHALL
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CU R-B-- MORE THAN A 15-POUND FORCE TO STOP THE DOOR MOVEMENT. THE
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I REQUIRED CLEAR SPACE I (TYP.) DOOR-OPENING FORCE OF A POWER-ASSISTED DOOR SHALL COMPLY
INTERMEDIATE
WITH SECTION C
x L - --- - - - - - PLATFORM STREET- -5.2.12. ITS CLOSING SHALL CONFORM WITH ANSI
60n MIN___� Al 56.19-1984.
(TYP.)
LANDING
720 MIN. �-SIDEWAL" �--SIDEWAL-"
30"
MAX
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A TURNING POSITION AS REQUIRED
48" MIN. 18" MINIMUM INTERIOR ......... DETAIL
......................
....................
..............
4811 MIN. Ii BEYOND STRIKE EDGE OF A
RAMP WITH TURNING PLATFORM
GATE OR DOOR ON THE 18" MIN. I Cl
NOTES:
SIDE TOWARD WHICH IT 2'-8n INTERIOR
SWIN
1. X SHALL BE<25 INCHES;Z SHALL BE>X. CLEAR/ 24" MIN.
EXTERIOR
2. WHEN X<20 INCHES,THEN Y SHALL BE 48 INCHES MAXIMUM. OF BLDG.
3. WHEN X IS 20 TO 25 INCHES,THEN Y SHALL BE 44 INCHES MAXIMUM. ......................
...........
FOR CITY USE ONLY
REVISIONS
"0"`'I '0"' R'S
DATE DESCRIPTION APPROVED INITIAL DATE
14 TYP"'ICAL RAM' Vr"%S NO SCALE 4 TYr AICAL r NO SCALE
B] MAXIMUM FORWARD REACH OVER AN OBSTRUC71ON TITLE:
F
WATE EWER
CN COMPRESSED CARPET 1/4" MAX.
_011
2 GRO/DRAIN
If
10 so BELOW THRESHOLD
M X. 30
HANDICAP DETAILS
FFI
FIN. FLOOR EVEN j 14- LOBBY 40 MAX. CLEAR WIDT ANY AMOUNT
1. FINAL CHE
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1 30" B DRAWN
MAX. 9 DOORWAY PLAN 1-1
------------
CLEAR FLOOR SPACE HIGH AND LOW ......................................... ................ ...................................... FIG. (A) FIG. (B) 4"WIDE CHECKED
PULL SIDE
PAINT STRIPES NO.C1062
KI PARALLEL APPROACH SIDE REACH LIMITS -1 NAME DATE
2 LICENSE NUMBER FILE REN.07-31-O:r
1 al
CANE HITS POST OR PYLON
24 MAX. ,. 30 3`X 3'
Pill, /2n MAX.
2�7// BEFORE PERSON HITS OBJECT
2"WIDE PAINTED CITY OF RANCHO CUCAMONGA
WHITE ON BLUE OF CA%-
1/4" M BACKGROUND
FB] THRESHOLD 7y
PROJECT NAME CENTRAL PARK JOB NO.: 2002-04-,
- -------------
..................... SENIOR CENTER AND COMMUNITY CENTER
11200 BASE LINE ROAD
NOTE:
48"MINIMUM IF DOOR Z m SHEET TITLE DRAWN BY: ROSS MAXWELL-
2: HAS BOTH A LATCH 1/2 AX.
NO ::E I
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CANERANGE 12" M CANERANGE APPROVED
8'-0" MIN. @ VAN
PUSH SIDE REFER TO LANDSCAPE DWGS
= E LEVEL CHANGES
------------- .................................. FIG. (C) FOR SPECIAL STRIPING/PAVING DATE: 7-21-O:�r
FIG. (D) �-?
MAXIMUM SIDE REACH OVER AN OBSTRUCTION @ HC PARKING
FRI CORRIDOR PLAN
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DATE RCE NO. /0-�Y ENGINEER
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GENERAL NOTES
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1 . REF. SHT. FP.1 & FP.2 FOR ALL FIRE TRUCK ACCESS m _0
PLAN NOTES & DETAILS ��mbkm
2. REF. SHT. 1-1 .1 - L1 .13 FOR SITE PLAN AND PARKING LOT wombik
CONSTRUCTION NOTES & DETAILS
3. REF. SHT. AO.7 BUILDING EXIT FLOOR PLAN
4. REF. SHT. C-23 FOR TABLE THAT SHOWS CALCULATIONS
J�j Id
137D cp 1375 0 FOR HANDICAP AND VAN PARKING SPACES.
cp 1370 cp 1375
...... cp cp 137D 1380 5. MAXIMUM SLOPE ON ALL DISABLED ACCESS PATHS TO A R K
1375
BE 5% OR 1 :20. SEE SHT. C-23.
RANCHO CUCAMONGA
13G5
6. REF. SHT. C-24 FOR DETAILS OF HANDICAP PARKING
SPACES AND VAN SPACES.
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DATE DESCRIPTION APPROVED INITIAL DATE
TITLE:
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CHECKED
wa aw IMINIII&I.........ONO,..wipm.111wm dw-
1330 ——————— NAME DATE NO. C1
cp cp cp cp
LICENSE NUMBER FILE RIEN.07-31-05
ell"
BASELENE RD —1328.66 CITY OF RANCHO CUCAMONGA OF CAOI�-O
CENTRALPARK
In
---------- PROJECT NAME
SENIOR CENTER AND COMMUNITY CENTER JOB 11 2002-04
11200 BASE LINE RD. RANCHO CUCAMONGA, CA 91701
SHEET TITLE DRAWN BY: NSG
SITE PLAN BUI C EXIT PLAN
,TN
B A L L I IN E CHECKED BY: RAW
APPRO�D
DATE: 07-21-03
DATE COMMUNITY�tERVICE DIRECTOR
APPROVED SHEET: Apa
,a,
SHEET 7 OF Ar
1k I Appi Z. DRAWING OF�
!So 1-1-mE PLA N' Blki"I LD I N ulff NEXI-1- PLAN S.CAL' -`I allaella-mv 7777 NO. 0010
DATE RCE NO. UCITY ENGINEER
ILI -Ti
IOP*ft arm I
A
"TES
ULNERAL Nu
ENTRAL
1.) PENETRATIONS OF FIRE-RESISTIVE WALLS,FLOOR/CEILINGS AND
ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC
00 bkm
SECTIONS 709 AND 710.
2. EXIT DOORS FROM GROUP A,E OCCUPANCIES SHALL NOT BE PROVIDED
WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE.SECTION 1007
3.)ALL DOORS AND GATES,WITHIN THE EXIT PATH FROM GROUP A,E
OCCUPANCIES TO A PUBLIC WAY,SHALL NOT BE PROVIDED WITH
LATCHES OR LOCK UNLESS THEY ARE EQUIPPED WITH PANIC
HARDWARE,SECTION 1003.2.2.
4.) DOORS SHOULD NOT PROJECT MORE THAN 7 INCHES INTO THE
CORRIDOR OR HALLWAY WIDTH WHEN FULLY OPENED,NOR MORE
N ONE-HALF OF THE REQUIRED CORRIDOR WIDTH.
5.)WHEN SERVING MORE THAN 100 SPRINKLER HEADS,AUTOMATIC Loor
P A
SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED
ENTRAL,PROPRIETARY OR REMOTE,STATION SERVICE,OR SHALL
BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE RANCHO, CUC"ONGA
SIGNAL AT A CONSTANTLY ATTENDED LOCATION.SECTION 904.3
R D RS SHALL HAVE INTERIOR DOOR OPENINGS PROTECTED BY
TIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES RATED 20 MIN.
DOORS SHALL BE MAINTAINED SEELF-CLOSING OR BE AUTOMATIC
CLOSING BY ACTION OF A SMOKE DETECTOR PER SECTION 713,2,
DOORS SHALL BE GASKETED TO PROVIDED TO PROVIDED A SMOKE
AND DRAFT SEAL WHERE THE DOOR MEETS THE STOP ON SIDES AND
TOP.SECTION 1004.3.4.3.2.1.
6'0'R'1'5'OR
r7.�A�LNDOWS A**D'OORS IN ONIrHOUR C TO HAVE 45 M11
A L. I��[�(R�Vy����y
FRAME AND FIRE-RATED,SAFETY-RATED GLASS,"FIRE GLASS 20"MEETING TEIJ I T
REPORT NUMBER UL FILE NO.R13377.
*41,)
RJM DESIGN GROUP
31591 CAMINO CAPISTRANO
TRASH SAN JUAN CAPISTRANO,CA 92675
949-493-2600 FAX 949-493-2690
RJMDESIGNGROUP.COM
GARDEN
SCULPTURE DROP - OFF SERVICE YARD
CONSULTANT:
GARDEN F 0 R
SENIOR CENTER
ri
A7
4
F
COVERED
49 P OUTDOOR
51 P
STORAGE
STORAGE
FI 73
ARTS& CRAFTS GARDEN EI
EVENT
ROOM
STROAGE
A.3 OCCUPANCY COVERED 1,528 SF./WER PERSON I
1,448 SF./15 SF.PER PERSON ENTRY =10 =1 KITCHEN OFFICE
97 PEOPLE 2 EXITS REQUIRED 1 263 SF ff-- SUB CONSULTANT:
EXITS REQUIRED WALK 11012 SF
AV n 4
AV Iff y
F1 MOIL E3
ACCESS
y VIESTI
STORAGE STORAGE STORAGE FI-7-41
STORAGE WEATHER (124 P) �:�.
VESTIBULE 206 P LIFT
6
A2.1 0 CUPANCY
4,341 SF./7 SF.PER PERSON
22 P 25 P 26 P .620 PEOPLE 1-011
MRR 29 P 3 EXITS1 QUIRED 60 2k 11 AVI
MEETING ROOM MEETING Room ARTS&CRAFTS EXERCISE ROOM WRR RR
LjA3j 161 =621 1 1 lull N
1 11179-1 =1 12141 ROOM A.3 OCCUPANCY MAIN EVENT ROOM MAIN EVE ROOM PLATFOM r%Ll 1MBINU VIXTkiRE (X)m 5`1T
A.3 OCCUPANCY A.3 OCCUPANCY ENT7RY I B UP
662 SF./15 SF.PER PERSON 748 m 870 SF./15 SF.PER PERSON J:)(I 3R
SF./15 SF.PER PERSON A.3 OCCUPANCY LOBBY =58 PEOPLE A3 OCCUPANCY A3 CUPANC*f
44 PEOPLE 50 PEOPLE 785 SF./1 5 SF.PER PERSON 2 EXITS REQUIRED 51 P 1,736 SFJ7 SF.PER PERSON 2,096 ./7 SF.PER PERSON
2 4XITS REQUIRED 22 P 25 P 2 EX�ITS REQUIRED 48 P 26 P .52 PEOPLE 29P =248 PEOPLE PEOPLE
2 EXITS REQUIRED 51, 2 EXITS REQUIRED XITS REQUIRED FOR% M�MN EVENT ff-& 0'&v%M
206 P 208 P
AV HALLWA�
�4c� m � � � iiiiim mm MAIN HALLWAY iiiiiis iiiiiin mMAIN HALLWAY=�& (124 P) (14 P) 301-011 (150 P) MINIMUMPLUMBING FIXTURE CALCULATIONS:
Ork,
STORAGE BASED ON: 2001 UPC TABLE 4-1
Cie
STAFF C.R.& WORK RE12AM& IL
26 1-011 LOUNGE C.R. C.R. ROOM ELEC
33 FIRSTAID ROOM ROOM 4f 1,377 OCCUPANTS
358 SF =9 4� OCCUPANT COUNT(M/W): 689/688
- SUPERVISOR'S 38 F P z
32 P --STkFF OFFICE REQUIRED MEN'S WOMEN'S < Lu
IOR'S Rt
I MULTI-fluKtju Clom IF
0 m 1, MEROOM 193 oo WATER CLOSETS
A. CCUPANCY (3:400) + 1 =6 (11:400) + 2 13 (D
A.3 OCCUPANCY 1,2 F./7 SF.PER PERSON
979 SF/15 SF.PER PERSON I.T. ROOM =184 PEOPLE
65 PEOPLE SERVER 2 EXITS REQUIRED T URINALS (4:600) + 1 =5 0
2 EXITS REQUIRED Z
TORAGE 1-011 3 P LAVATORIES (3:750) + 0 =3 (3:750) + 0 3
&-0 IFT SHOP 50 0 6
202 SF
OFFICE ADMIN.AREA CONFERENCE INTERNET CAFE
VIEW ROOM
COURTYARD B OCCUPANCY EVENT 0 MENEW
OFFICE B OCCUPANCY 402 SF 612 SF./I 00 SF.PER PERSON COURTYARD
1-011 ui PROVIDED MEN'S
46 TORAGE STORAGE 1,777 SF./100=17 PEOPLE N CK P -6 PEOPLE WOMEN'S
2 EXITS REQUIRED 194 GALLERY 501-011 0 2 EXITS REQUIRED
Ass A 173 SF 3 P WATER CLOSETS 4 9
z YMCA TEEN -10 )
1* 4q,
ROP- IN ROOM u URINALS 4 0 -111
MULTI-P OSE ROOM 0
0
OCCUPANCY r-1 LAVATORIES 4 5 U
34 P 998 SF. S F.PER PERSON 1 - TORAG FAR -.ddpp-
I ) SUPERVISOR'S A.3 OCCUPA ( RR .090000
=6 EOPLE OFFICE 1,291 SF./7 SF.PER P ON NEWER& -%I
2 EXIT uIKzL11 SECURITY -184 PEOPLE -1111ho
YMCA OFFICE WORK 2 EXITS REQUIRED
ROOM L
33 P FI-2-7-1 98 SF 21P 381-011 92 P
611: JANITORS
NOTE: THE FAMILY RESTROOM FIXTURE COUNT IS INCLUDED WITH
151 SF RECEPTION STORAGE THE FIXTURE COUNT FOR THE WOMEN
100 SF =1 AORMh� r It
--------- 100 SF 342 SF DRINKING FOUNTAIN REQUIRED: 5
0�-
DRINKING FOUNTAIN PROVIDED: 4
Ar AV
AV
HALLWAY= 11 mMAINHALLWAYmmimmommmm � m AINHALLWAYM T T T STORAGE 0
=1 T =1 I I
T (124 P) (124 P) (149 P) I I
STOR.;7
R MAIN EVENT ROOM 253 P
EN)
130 z
A2.1 OCCUPANCY
5,302 SF./7 SF.PER PERSON
YMCA 23 P 25 P YMCA (I M13 F2-4-A-1 1 -011 7P 47 P =757 PEOPLE MINIMUMPLUMBING FIXTURE CALCULATIONS:
T T QR IVFR4 I 1 40
FN� FOYER MEETING OM EN'TRY M 3 EXITS REQUIRED
41,#k f%.00
MEETING ROOM MEETING ROOM JAN. LOBBY EETING ROOM I/
F135 F13 N Ll 31 1 2 BASED ON: 2001 CBC CHAPTER 9
A.3 OCCUPANCY A.3 OCCUPANCY :Y
75 ./15 SF.PER PERSON A.3 OCCUPANCY R MRR PORTABLE
698 SF./15 SF.PER PERSON 755 SF./I 5 S F.PER PERSON =51 PEOPLE 827 SF./1 5 SF.PER PERSON 109 PLATFORM TYPE OF OCCUPANCY: GROUP A AND GROUP B.
--47 PEOPLE =50 PEOPLE STORAGE 25 2 EXITS REQUIRED -55 PEOPLE MAIN EVENT ROOM MAIN EVENT ROOM MAIN EVENT ROOM u.
24 P 2 EXITS REQUIRED 2 EXITS REQUIRED) 11 1 11 LOCATION
')A P 2 EXITS REQUIRED
-5 P STORAGE 1=83 ' I L9 01 A' F10-1 N I 0=1 c
26-Oil 28 P
A3 OCCUPANCY A3 OCCUPANCY A3 OCCUPANCY
1,736 SF./7 SF.PER PERSON 1,736 SFJ7 SF.PER PERSON 2,096 SF./7 SF.PER PERSON
-248 PEOPLE
-24a PEOPLE .299 PEOPLE
2 EXITS REQUIRED 2 EXITS REQUIRED 2 EXITS REQUIRED
1,377 OCCUPANTS uj
21 P F
21 P fEiEl-- OCCUPANTCOUNT(M/W): 689 688
STORAGE r STORAGE STORAGE L
MEETING ROOM
REQUIRED MEN'S WOMEN'S
==JOE=
Ar 252 P 252 P
A.3 OCCUPANCY ......A (124 P)-->
Lm smaL
MOW
(124 P) (150 P)--4
--42 PEOPLE 4f
4621 SF./15 SF.PER PERSON WATER CLOSETS (4:300) +2 6 (8:400) + 3 11
2 EXITS REQUIRED
LAVATORIES (3:750) + 0 3 (3:750) + 0 3
p 'a
01 6 A DQQ STORAGE
COVERED ARTS& CRAFTS EVENT - MML
ORAG ROOM KITCHENNZ�l z
21 P ENTRY STORAGE
WALK GARDEN A.3 OCCUPANCY 919 SF uj
1,419 SF./15 SF.PER PERSON
377 SF
PROV I D E D MEN'S WOMEN'S
=95 PEOPLE
MEETING ROOM 2 EXITS REQUIRED SHOP
STORAGE 0
A.3 OCCUPANCY MAIN ELEC WATER CIL M' 4 9
647 SF.115 SF.PER PERSON Fl-0-6-1 OFFICE
22 P 43 PEOPLE 285 SF ROOM URINAL c%
2 EZS REQUIRED Lm 48 P 0
307 SF
LAVATORIES_ �4 5
4,
A AV LI/
L
D R 0 F P 0-R 0 F F
NOTE..'�-THE,1FAMILY RESTROOM FIXTURE COUNT IS INCLUDED WITH
COMMUNITY CENTER ELEC. bkE -
GARDEN TH'15 FIXT -COUNT FOR THE WOMEN
PLAY AREA VEHICLE
FOR CHILDREN TRANSFORMER PARKING J DRINKING POU-INt REQUIRED: 5
0 0 DRINKING FOUNTAIN PROVIDED: 4
WATER oF -EMERGENCY SERVICE YARD
STOR. flTRASH
rANK GENERATOR REVISIONS FOR CITY USE ONLY
-11. �, .11� - I
LOCATION
L i DATE DESCRIPTION APPROVED
9 INITIAL DATE TITLE:
JOS
08/04/03 ADDENDUM#1 STREET
WATER/SEWER
GRO/DRAIN
2 4 9 5 3 DOT FLOOR PLAN
TRAFFIC
7xp.
FINAL CHECK
R/W
C,
AS CONST.
THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
INITIAL DATE ca 0 ARC
INDICATES 1-HR CORRIDOR DRAWN R. C-
CHECKED
81 P INDICATES DIRECTION OF TRAVEL NAME DATE NO.C1 062
LICENSE NUMBER FILE REN.07-31-05
sp
A k A 4"% 111, 1 0-4%
INDICATES HALF THE DIAGONAL CITY OX RA1`N'CHu"`1 CUCAMUNUA op CA\.
PROJECT NAME CENTRAL PARK
SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 2002-04
INDICATES PATH OF TRAVEL 11200 BASELINE RD. RANCHO CUCAMONGA, CA 91701
S H EET TITLE DRAWN BY: NISG
T FLOO, PLAN
v, FIRE EXTINGUISHER LOCATION T/ /A�19 CHECKED BY: RAW
APPRO ED v
DATE: 08-04-03
DATE COMtZNITY`SERVICE DIRECTOR ------
APPROVED OF SHEET:
SHEET
A SCALE
DRAWING OF
11 0 NO.
a A -I ft RCE N6. CITY ENGINEER 007
EALOT FL0f`NrR`k I L A N /16
r* Fv-
on
LIN
All'
JR51
'R A�JGE
E
loss
-Ilk now 1k
ULNERAL NOTES
UENTRAL
1.)PENETRATIONS OF FIRE-RESISTIVE WALLS,FLOOR/CEILINGS AND
EILINGS SHALL BE PROTECTED AS REQUIRED IN CBC
SECTIONS 709 AND 710.
2.)EXIT DOORS FROM GROUP A,E OCCUPANCIES SHALL NOT BE PROVIDED
WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE.SECTION 1007
so
AREA 1 AREA 2
3. ALL DOORS AND GATES,WITHIN THE EXIT PATH FROM GROUP A,E
OCCUPANCIES TO A PUBLIC WAY,SHALL NOT BE PROVIDED WITH
14 0 0 P.Al
L CHES OR LOCK UNLESS THEY ARE EQUIPPED WITH PANIC L
DWARE,SECTION 1003.2.2.
4.)DOORS SHOULD NOT PROJECT MORE THAN 7 INCHES INTO THE
0
CORRIDOR OR HALLWAY WIDTH WHEN FULLY OPENED,NOR MORE
THAN ONE-HALF OF THE REQUIRED CORRIDOR WIDTH.
nFF CENTRAL,PROPRIETARY OR REMOTE,STATION SERVICE,OR SHALL
BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE
RANCHO CUCAMONGA,
TRASH 6.)CORRIDORS SHALL HAVE INTERIOR DOOR OPENINGS PROTECTED BY
TIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES RATED 20 MIN.
DOORS SHALL BE MAINTAINED SEELF-CLOSING OR BE AUTOMATIC
GARDEN DOORS SHALL BE GASKETED TO PROVIDED TO PROVIDED A SMOKE
SCULPTURE DROP - OFF SERVICE YARD AND DRAFT SEAL WHERE THE DOOR MEETS THE STOP ON SIDES AND
GARDEN F 0 R TOP.SECTION 1004.3.4.3.2.1.
SENIOR CENTER L WINDOWS AND DOORS IN ONE HOUR COORIDOR TO HAVE 20 MIN
FRAME AND FIRE-RATED,SAFETY-RATED GLASS,"FIRE GLASS 20"MEETING TEST
/1:7N
REPORT NUMBER UL FILE NO.R13377.
COVERED
OUTDOOR RJM DESIGN GROUP
i STORAGE
L STORAGE 31591 CAMINO CAPISTRANO
949-493-2600 FAX 949-493-2690
ARTS&CRAFTS GARDEN WWW.RJMDESIGNGROUP.COM
ROOM EV
I - Ra(DI:&QKDm STR
COVERED 1,528 SF R PERSON
A.3 OCCUPANCY SULTANT:
1H -=E OFFICE
1,448 SF./15 SF.PER PERSON =1 KITCHEN
97 PEOPLE ENTRY 2 EXITS REQUIRED 263 SF
2 EXITS REQUIRED WALK 1,012 SF
E3
Amm A�
222 ACCESS
r---r- VESTIBULE
L
STO RAGE STORAG Mo.
STORAGE ORAGE'
WEATHER
H.0
VESTIBULE I LIFT
V/
MAIN EVqNT ROOM
7
E 9]
CUP
A2 1 0 CUPANCY
4,341 SFJ7 SF.PER PERSON
=620 OPLE
3 EXITIPRFEQUIRED
�-Am
MEETING ROOM MEETING ROOM WRR C2 MRR ARTS&CRAFTS EXERCISE ROOM RR RR
'CE, [_L43 ROOM 161 Ljj2j MAIN EVENT ROOM MAIN EVENT ROOM
A.3 OCCUPANCY A.3 OCCUPA� ENT7RY A.3 OCCUPANCY UP PLATFORM
ICY 17152 1711 1F*/1 5 SF,PER PERSON u 3R
662 SFJ15 SF.PER PERSON 748 SF./15 SF.PER PERSON A.3 OCCUPANCY LOBBY =58 PEOPLE A3 OCCUPANCY A3 OCCUPANCY SUB CONSULTANT:
=44 PEOPLE -50 PEOPLE 785 SF./15 SF.PER PERSON 2 EXITS REQUIRED 1,736 SF./7 SF.PER PERSON 2,096 SFJ7 SF.PER PERSON
2 EXITS REQUIRED 2 EXITS REQUIRED =52 PEOPLE =248 PEOPLE -299 PEOPLE
51,
2 EXITS REQUIRED 2 EXITS REQUIRED 2 EXITS REQUIRED
L
HALLWAY
MAIN HALLWAY MAIN HALLWAY
STORAGE
V
D
STAFF WORK RE12AMEIN N Ai
LOUNGE C.R.& C.R. C.R. ROOM ELEC,
FIRST AID ROOM ROOM F1-5-0 F_
358 SF F74-71 [EHI A
SUPERVISOR'S U P L__j
0
--ST<,FF L= OFFICE I T
SENIOR'S Rt MULTI-PURPOSE ROOM STOR.
GAMEROOM
.3 OCCUPANCY
A.3 OCCUPANCY 1,291 SF./7SF.PER PERSON
979 S F/1 5 S F.PER PERSON I.T. ROOM -184 PEOPLE
65 PEOPLE SERVER 2 EXITS REQUIRED
2 EXITS REQUIRED STORAGE GIFT SHOP i
F1881 6
202 SF OFFICE ADMIN.AREA CONFERENCE INTERNET CAFE
VIEW ROOM
COURTYARD EVENT <
OFFICE B OCCUPANCY 402 SF B OCCUPANCY - I Ce
7. 612 SF./1 00 SF.PER PERSON COURTYARD
STORAGE STORAGE 1,777 SF./1 00=17 PEOPLE 3NACK$M�l =6 PEOPLE
F-12-8-71 2 EXITS REQUIRED GALLERY 2 EXITS REQUIRED uj
173 SF
DROP- IN ROOM ZZ
z
MULTI-PURPOSE ROOM Lu
A.3 OCCUPANCY
STORAGE FAMII
998 SFJ15 SF.PER PERSON E)i SUPERVISOR'S A.3 OCCUPANCY 1711-7-9-1 RR
=67 PEOPLE OFFICE 1,291 SFJ7 SF.PER PERSON
40 2 EXITS REQUIRED
YMCA OFFICE WORK LI)SECURITY =184 PEOPLE
L
2 EXITS REQUIRED
I
40 ROOM 98 SF Lt�I
MEW 611 SF LAOFFICE LiLL JANITORS
151 SF LI_Li�fVVI RECEPTION STORAGE I I /AX
100 SF
100 SIF 342 SF
zz z /A
111J,
HALLWAY MAIN HALLWAY uj z
AIN HALLWAY STORAGE
LjL3j
------ - I -- -
STOR.
END- MAIN EVENT ROOM
LL30
-A 11 A
0 FOYER T A2.1 OCCUPANCY
5,302 SFJ7 SF.PER PERSON
YMCA YMCA F13-2 1 0 1- mmmmft6 "1111-
I IZZ-,7 [ ENTR7Y -757 PEOPLE
1 /W-R ` ' F'� - I -
EETING RO( M 3 EXITS REQUIRED
m )m MEETING ROOM E EETING ROOM LOBBY MEETING ROOM
JAN. R
=5:]
A.3 OCCUPANCY A.3 OCCUPANCY A.3 OCCUPANCY
y -MI.L. A.3 OCCUPANCY R MRR ff 1
698 SFJ15 SF.PER PERSON 755 S F./1 5 S F.PER PERSON 758 SF./15 SF.PER PERSON PORTABLE
49 =51 PEOPLE 827 SFJI 5 S F.PER PERSON
--47 PEOPLE =50 PEOPLE STORAGE -55 PEOPLE 109 LIQBJ MAIN EVENT ROOM MAIN EVENT ROOM PLATFORM
2 EXITS REQUIRED 2 EXITS REQUIRED STORAGE 2 EXITS REQUIRED 2 EXITS REQUIRED MAIN EVENT ROOM LOCATION
_jl A3 OCCUPANCY A3 OCCUPANCY A3 OCCUPANCY
1,736 SFJ7 SF.PER PERSON 1,736 SFJ7 SF.PER PERSON 2,096 SF./7 SF.PER PERSON
IF 0-1-Q
=248 PEOPLE 248 PEOPLE 299 PEOPLE
E 2 EXITS REQUIRED 2 EXITS REQUIRED 2 EXITS REQUIRED
F
STORAGE K:
z
STORAGE STORAGE
MEETING ROOM m FI-8-0-1
I ;:.
r
LL_ 4 _16 1.
oe�_Z�___ZZIZ"Zo V,
A.3 OCCUPANCY
621 SFJ1 5 SF.PER PERSON L/A\j
--42 PEOPLE
2 EXITS REQUIRED
Lu
ARTS&CRAFTS
COVERED STORAGE
ROOM N
'STCRAGE
A.3 OCCUPANCY
ENTRY
TORAG 'z LL-
GARDEN 1=04 lei
I L)
EVENT ITCHE
WAI K
9-19 SFfI
377 SF
MEETING ROOM -95 PEOPLE
2 EXITS REQUIRED z
1,419 SF./1 5 SF.PER PERSON SHOP
STORAGE 0
A.3 OCCUPANCY MAIN ELEC. uj
647 SF./15 SF.PER PERSON OFFICE
=43 PEOPLE 285S ROOM
2 EXITS REQUIRED
307 SF
L Al
D R 0 F P 0-R 0 F F L `IIIIIlIlij
COMMUNITY CENTER ELEC.
GARDEN
VEHICLE
PLAY AREA
FOR CHILDREN TRANSFORMER PARKIN
E 0 0
uj
WATER
oF_ -1 EMERGENCY SERVICE YARD
STOR. flTRASH
17ANK 9 1
GENERATOR
L j LOCATION
Ae
A
X
Vt`
EKP
AREA 1 AREA 2
PROJ ECT TABU LATIC) NS
�c
SENIOR CENTER: 27,660 SF
COMMUNITY CENTER: 29,420 SF REVISIONS FOR CITY USE ONLY
TOTAL: 57,080 SF DATE DESCRIPTION APPROVED INITIAL DATE
08/04/03 ADDENDUM#1 STREET TITLE:
OCCUPANCY: GROUPA OCCUPANCY: GROUP B WATER/SEWER
BASIC ALLOWABLE: 10,500 SF BASIC ALLOWABLE: UNLIMITED AS PER GRO/DRAIN
SEPARATION ON 3 SIDES X 2 CBC SECTION 505.2 TRAFFIC BUILDING AREA
21 1000 SF FINAL CHECK SEPARATION WALL PLAN
BUILDING AREA 1: OCCUPANCY A 13,378 SF OCCUPANCY B 4,452 SF R/W
AS CONST.
ANCILLARY 6,461 S F ANCILLARY 2,120 SF
TOTAL: 57,080 SF TOTAL: 61572 SF
THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
19,839 SIF 6,572 SF
.94 + 0 = .94< 1 INITIAL DATE RC
21 1000 SF UNLIMITED
INDICATES I-HR CORRIDOR DRAWN
CHECKED A
BUILDING AREA 2: OCCUPANCY A 12,590 SIF OCCUPANCY B 2,568 SF NAME DATE NO 106
ANCILLARY 2,054 SF ANCILLARY 1,883 SF
TOTAL: 14,644 SIF TOTAL: 4/451 SF LICENSE NUMBER FILE REN.07-31-05
INDICATES 1-HR WALL
A
14,644 SF + 4,451 SF_ .69 + 0 = .69< I CITY %(DNF RANCHO' CUCAM(D"'N' 'U"A Op AO�o
21,000 SF UNLIMITED
PROJECT NAME CENTRALPARK
SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 2002-04
MAXIMUM OCCUPANCY LOADS: APPROX. 2731 PEOPLE (25 OF WHICH ARE EMPLOYEE,S) INDICATES 2-HIR AREA SEPERATION WALL 11200 BASE LINE RD. RANCHOCUCAMONGA,CA 91701
GROUP A2.1: 9,643 SF @ 7 SF/ PERSON =1377 PEOPLE SHEET JITLE I -_ I I, I DRAWN BY: NSG
GROUP Al 2,582 SF @ 7 SF/ PERSON =368 PEOPLE FIVOON16- )TOAW CHECKED BY: RAW
GROUP Al 13,743 SF @ 15 SF /PERSON = 916 PEOPLE NOTE: AP
GROUP B: 7,020 SF @ 100 SF PERSON 70 PEOPLE SEE DETAILS (24,25,29,30/A9.6) DATE: 08-04-03
FOR 2 HOUR WALL DETAILS m
DATE C MUNITY SERVICE DIRECTOR
APPROVED SHEET:
SHEET OF
111"% ARA 0 lk i
I'm n SCALE DRAWING OF
AKo"& EA aOoq'Er^ A% I N WALL rr'%'LA'- I NO.
B%U1 L I N N DATE RCE NO. OfTIENGIII�IEER 008
L7
W R FR4a'
GENERAL NOTES
CENTRAL
1. REF. SHT. FP.1 & FP.2 FOR ALL FIRE TRUCK ACCESS -7
Room PLAN NOTES & DETAILS
<C 2. REF. SHT. 1-1.1 - 1-1 .13 FOR SITE PLAN AND PARKING LOT
H L IN r A k..o I F I (,.o K A I L K U A U CONSTRUCTION NOTES & DETAILS
1375
1375
737D ul d I
1370 1375
1380 A R K
1370 1375
RANCHO CUCAMONGA
3365
9
.............
1.45
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RJM DESIGN GROUP
31591 CAMINO CAPISTRANO
.000op
SAN JUAN CAPISTRANO, CA 92675
949-493-2600 FAX 949-493-2690
4 WWW.RJMDESIGNGROUP.COM
CONSULTANT:
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SUB CONSULTANT:
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REVISIONS
DATE DESCRIPTION APPROVED INITIAL DATE TITLE:
STREET
WATER/SEWER
GRO/DRAIN
SITE PLAN
TRAFFIC
FINAL CHECK
R/W
T.
AS CONS
-------------
o
THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
INITIAL DATE ARC
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DRAWN
nj I
133D
A30 CHECKED
%--MOP= ------ NO.CIO 20
lam NAME DATE
0 0 4 LICENSE NUMBER FILE REN.07-31-05
1330
--------4100� ME= 32a6r. CITY OF RANCHO CUCAMONGA OF r .0
Fr -A%0�
BASELINE RD
ij�
i PROJECT NAME
n n
)3 SENIOR CENTER AND OMMUNITY CENTER JOB NO.: 2002-04
11200 BASE LINE RD. RANCHO CUCAMONGA CA 91701
SHEET TITLE DRAWN BY: NSG
E P L��
& CHECKED BY: RAW
E Lm I 6N" E f
APPROV D
DATE: 07-21-03
DATE COMMUNITY SEWCE DIRECTOR
SHEET:
APPROVED SHEET to OF
IC41E .04 DRAWING OF
Al 501_W f(n 1 NO. 00
S11-E vr%LAN RCE NO" C71TY ENGINEER
17
136626
A
ON'E R A L N"0 T E S
MATCH LINE SEE SHEET A2.1 ATCH LINE SEE SHEET A2.2
ENTRAL
2
A3.0 All 1.) PENETRATIONS OF FIRE-RESISTIVE WALLS,FLOOR/CEILINGS AND
All
1 ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC
SECTIONS 709 AND 710, ..........
2.)EXIT DOORS FROM GROUP A,E OCCUPANCIES SHALL NOT BE PROVIDED
A, B C D D.3 D.9 G G.3 H.6 K L m 0
WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE.SECTION 1007
Nook,
3691-10111 3.)ALL DOORS AND GATES,WITHIN THE EXIT PATH FROM GROUP A,E
OCCUPANCIE T A P BL SHALL NOT BE PROVIDED WITH
LATCHES OR LOCK UNLESS THEY ARE EQUIPPED WITH PANIC L40
HARDWARE,SECTION 1003.2.2.
CORRIDOR OR HALLWAY WIDTH WHEN FULLY OPENED,NOR MORE
4.)DOORS SHOULD NOT PROJECT MORE THAN 7 INCHES INTO THE
41'-4 1/2" 35'-1 1 1/2" 241-511 81-811 17'-1 1 571-011 .1 0'-1 1 1/2" 201-911 36'-6 1/2" 231-011 401-211 531-111
THAN ONE-HALF OF THE REQUIRED CORRIDOR WIDTH.
5.)WHEN SERVING MORE THAN 100 SPRINKLER HEADS,AUTOMATIC
SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED A R K
CENTRAL,PROPRIETARY OR REMOTE,STATION SERVICE,OR SHALL
1-011 -911 -011 1-911 1-911
1 2 441-011 221-9" 46 22 29 631-611
721-411 46
BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE A
SIGNAL AT A CONSTANTLY ATTENDED LOCATION.SECTION 904.3 RANCHO CUCAMONGA
6.)CORRIDORS SHALL HAVE INTERIOR DOOR OPENINGS PROTECTED BY
TIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES RATED 20 MIN.
1-911
1-911 68 321-911 831-311 DOORS SHALL BE MAINTAINED SEELF-CLOSING OR BE AUTOMATIC
68
CLOSING BY ACTION OF A SMOKE DETECTOR PER SECTION 713.2.
DOORS SHALL BE GASKETED TO PROVIDED TO PROVIDED A SMOKE
AND DRAFT SEAL WHERE THE DOOR MEETS THE STOP ON SIDES AND
pil
TOP.SECTION 1004.3.4.3.2.1.
1,2
3,4
A4.1 A4.4 7.)ALL WINDOWS AND DOORS IN ONE HOUR COORIDOR TO HAVE 20 MIN
FRAME AND FIRE-RATED,SAFETY-RATED GLASS,"FIRE GLASS 20"MEETING
TEST REPORT NUMBER UL FILE NO,R13377.
TRFANSOM AND SIDELIGHT WINDOW TYPES. SEE THE REMARKS COLUMN
ML
RJM DESIGN GROUP
IN THE DOOR SCHEDULE AND SEE SHT.A8.3 FOR WINDOW TYPES.
L
1,2 31591 CAMINO CAPISTRANO
TRASH
3
4 9.)ALL DIMENSIONS SHOWN ARE FROM FACE OF STUD TO FACE OF STUD
A4.2 A4.2 A4.3 A4.4 OR TO CENTER LINE OF COLUMN UNLESS NOTED OTHERWISE.
949-493-2600 FAX 949-493-2690
WWW.RJ DE IG R
10.)REFER TO SHTS.AO.3,AO.4,AO.5 FOR REQUIREMENTS OF HANDICAP
3,4 GARDEN SERVICE YARD N REGULATIONS.
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SENJOR CE TER
12.)REFER TO SHT. I FOR DIMENSIONS FOR ALL COURTYARD WALLS.
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2 EXITS REQUIRED ITY =184 PEOPLE L- - - - - - - z
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0
A6.1 JA IITORS
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13 5,302 SR/7 SF.PER PERSON
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MEETING ROOM MEETING ROOM LOBBY �TING ROOM
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1,2 "U, ! I A13 OCCUPANCY WRR MRR i
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-98 SFJ15 SF.PER PERSON 755 SF./15 SF.PER PERSON; -51 PEOPLE I L - - __J 827S SF.PER PERSON LAIJ �Aj MAIN E R0'&' MAIN EVENT ROOM MAIN EVENT ROOM LOCATION Ln
I Aolm%
55 PEOPLE
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2 EXITS REQUIRED
2 7XITS REQUIRED z
2 EXITS REQUIRED 2 EXITS REQUIRED E I A3 OCCUPANCY A3 OCCUPANCY A3 OCCUPANCY ALL DIMENSIONS SHOWN ARE FROM FACE
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u J J"I -248 PEOPLE -248 PEOPLE =299 PEOPLE
rvi FYI 2 EXITS REQUIRED 2 EXITS REQUIRED 2 EXITS REQUIRED
I L/I ft I OF COLUMN UNLESS NOTED OTHEWISE
-------------- ---- \j ---
S ORAGE STORAGE __§'TURA6r
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D R110 P 0 J, F
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A4.1 V2 A4.3 A4.3 A4.4 NVATEI
ol FOR CITY USE ONLY INITIAL DATE
STOR REVISIONS
GENIRATOR TITLE:
EME ENCY SERVICE YARD �TRASH
rANK i NJ
u i LOC TION DATE DESCRIPTION APPROVED
STREET
/04 BULLETIN#25
4-J 12/17/04 BULLETIN#26 WATER/SEWER
J OVERALL FLOOR PLAN
GRO/DRAIN
01/31/05 Bt rl LETIN#28
1,2 02/22/05 BULLETIN#29 TRAFFIC
A4.1 FINAL CHECK
3, m mmmmm�
R/W
A4.4
AS CONST.
FOR PRIVATE USE
1.911 THESE PLANS WERE PREPARED BY:
8 68
INITIAL DATE
b AR
R. IL
DRAWN
1-011 1-011 1,011
1 221-911 102-02 1 CHECKED
941-211 1 46 221-911 44 22'-9 46
Cie
NO.C10620
NAME DATE
REN.07-31-05
LICENSE NUMBER FILE
191.011 1.011 -1011
41'-4 1/2" 31'-8 1/2" 261-111 17'-211 52'-1 0" . 71-011 L 121-01's 161-611 291-611 221-311 23 331-811 L 301-611 38
CITY OF RANCHO CUCAMONGA 0
OF CA
PROJECT NAME TRAIL PARK
401 f-511
JOB NO.: 2002-04
SENIOR CENTER AND COMMUNITY CENTER
11200 BASELINE RD. RANCHO CUCAMONGA CA- 91701
Aloo"'W& DRAWN BY: NSG
SHEET TITLE
E E.3 F G
A A.6 B.3 6 1 UK N
VERALL FL OR PLA
(D NOTO.
CHECKED BY: RAW
1 . SEE SHEETS A2.1, A2.21 A2.3 AND A2.4 FOR KEY NOTES AND CALL OUTS.
3 3 1 4 APPROVED
MATCH LINE kZ.S DATE: 03-26-04
,4EET A2.4 MATCH LINE SEE SHEET A2.3 2. SEE SHEET AO.8 FOR THE BUILDING EXIT FLOOR PLAN.
3. SEE SHEET AO.7 FOR THE BUILDING MAXIMUM ROOM OCCUPANCY FLOOR PLAN.
DATE COMMUNITY SERVICE DIRECTOR
4. SEE SHEET AO.6 FOR THE SITE PLAN AND BUILDING EXIT PLAN. SHEE
APPROVED
SHEET OF
SME DRAWING
OF 20
NO.
OVERALL IFLOOR PLAI' "
DATE RCE NO. CITY r GINEER
YA
=13 i np
3,4
D YRP YOF
/00N I I L
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loo 11
VMS
coo
MONO
z N z % MTL. STUD WALL (20 GA. @16" O.C.)W/5/811 THK. GYP. BD. ON
1.)PENETRATIONS OF FIRE-RESISTIVE WALLS,FLOOR/CEILINGS AND 7.)ALL WINDOWS AND DOORS IN ONE HOUR COORIDOR TO HAVE 20 MIN 7/8"THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER 24" THK. PLUMBING WALL. 7/8"THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER 8 KEY NO I ES
z N < 16>
ROOF-CEILINGS SHALL BE PROTECTEn AS REQUIRED IN CBC FRAME AND FIRE-RATED,SAFETY-RATED GLASS,"FIRE GLASS 20"MEETING TEST < 1 > 2X6 WOOD TIMBERSTRAND STUD @16" O.C.W/ 1/2" EXT. PLYWD. (2) ROWS OF 3 5/811 THK. MTL. STUDS (20 GA. @16" O.C.) W/5/811 2X6 WOOD STUD COLUMNS ON EXTERIOR AND 5/8"TYPE X NN/ BOTH SIDES (W/SOUND BATT INSULATION - STC 49 MIN.)
< 7 > ...
SECTIONS 709 AND 710. REPORT NUMBER UL FILE NO.R13377. ON THE EXTERIOR SIDE AND 5/811 GYP. BD ON THE INTERIOR. THK.WATERPROOFING GYP. BD. ON BOTH SIDES. GYP. BD. ON THE INSIDE.
ci 2.)EXIT DOORS FROM GROUP A,E OCCUPANCIES SHALL NOT BE PROVIDED (MIN. R-19 BATT INSULATION.) ON BOTH SIDES.(W/SOUND BATT INSULATION -STC 49 MIN.) (W/SOUND BATT INSULATION - STC 49 MIN.) 2 HOUR WALL El GYP. BD. SOFFIT ABOVE TYP. EN"I"RA-11'a..
WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE.SECTION 1007 8.)CONTRACTOR TO VERIFY AND COORDINATE ALL DOOR TYPES WITH TRANSOM AND
2x6 WOOD TIMBERSTRAND STUD @ 16" O.C. W/2 LAYERS OF 5/8"THK.
SIDELIGHT WINDOW TYPES. SEE THE REMARKS COLUMN IN THE DOOR SCHEDULE AND 7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER I HOUR WALL. > -
3.)ALL DOORS AND GATES,WITHIN THE EXIT PATH FROM GROUP A,E Z X 12 12"THK. CMU BLOCK WALL W/ PLASTER ON BOTH SIDES. TYPE X GYP. BD. ON BOTH SIDES & MIN. R-19 BATT INSUL.W/7/8"THK. 2] OPERABLE WALL PARTITION ENCLOSURE,
SEE SHT.A8.3 FOR WINDOW TYPES. 2X6 WOOD STUD COLUMNS. z 1*41 2X6 WOOD TIMBERSTRAND STUD @16" O.C.W/ 1/2" PLYWD. Fo mahko
OCCUPANCIES TO A PUBLIC WAY,SHALL NOT BE PROVIDED WITH < > < 8 > EXT. ACRYLIC PLASTER OVER METAL LATH &VAPOR BARRIER. SEE DETAIL:
[�J3 OPERABLE WALL PARTITION
2X6 WOOD TIMBERSTRAND STUD @16" O.C.W/5/8" PLYWD. 2 HOUR WALL
ON THE HALLWAY SIDE WITH (1) LAYER OF 5/811 THK.TYPE X
LATCHES OR LOCK UNLESS THEY ARE EQUIPPED WITH PANIC SEE DETAIL: 15/A9.2
HARDWARE,SECTION 1003.2.2. GYP. BD. ON BOTH SIDES.
9.)ALL DIMENSIONS SHOWN ARE FROM FACE OF STUD TO FACE OF STUD OR TO CENTER LINE
OF COLUMN UNLESS NOTED OTHERWISE. (W/SOUND BATT INSULATION - STC 49 MIN.) I HOUR WALL. >8 womb,
4.)DOORS SHOULD NOT PROJECT MORE THAN 7 INCHES INTO THE ON THE HALLWAY SIDE WITH (I LAYER OF 5/8" GYP. BD. < 13 6 MTL. STU D WALL (20 GA. @16 O.C.) W/-5/8 TH K.TYPE X GYP. 611 MTL. STUD WALL (20 GA. @ 1611 O.C.) W/2 LAYERS 5/811 THK.TYPE X
CORRIDOR OR HALLWAY WIDTH WHEN FULLY OPENED,NOR MORE 10.)REFER TO SHTS.AO.3,AO.4,AO.5 FOR REQUIREMENTS OF HANDICAP REGULATIONS. SEE DETAIL: 7/A9.3 & 7/A9.5.
< > ON BOTH SIDES. (W/SOUND WT INSULATION STC 49 MIN.) TRACK FOR OPERABLE WALL PARTITION
THAN ONE-HALF OF THE REQUIRED CORRIDOR WIDTH. \vel BD. ON INTERIOR SIDE AND 7/8"THK MTL. LATH AND PLASTER ON GYP. BD. ON BOTH SIDES (WITH SOUND BATT INSUL. STC 49 MIN.) TO BE ATTACHED TO STRUCTURE ABOVE-SEE DETAIL: 17/A9.5
EXT. ACRYLIC PLASTER OVER METAL LATH &VAPOR BARRIER. L
THE EXTERIOR. SEE DETAIL: 7/A9.3 &7/A9.5.
z
5.)WHEN SERVING MORE THAN 100 SPRINKLER HEADS,AUTOMATIC I HOUR WALL.
4 611 MTL. STUD WALL (20 GA.@16" O.C.)W/5/811 THK. GYP. BD. EXIT DOOR IN OPERABLE PARTITION
SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED 9 611 MTL. STUD WALL (20 GA. @16" O.C.) W/5/8"THK.TYPE X GYP. 2 HOUR WALL [�5j
ON BOTH SIDES (W/SOUND BATT INSULATION -STC 49 MIN.) 12"THK. - NON - RATED WALL. (INCLUDING SELF POWERED EXIT SIGN)
CENTRAL,PROPRIETARY OR REMOTE,STATION SERVICE,OR SHALL \v/ BD. ON BOTH SIDES (W/SOUND BATT INSULATION STC 49 MIN.)
14
BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE (2) ROWS OF 3-5/8" MTL. STUD WALL W/WP 5/8" GYP. BD. < 19> 2x6 WOOD TIMBERSTRAND STUD @ 16" O.C. W/2 LAYERS OF 5/8"THK.
SIGNAL AT A CONSTANTLY ATTENDED LOCATION.SECTION 904.3 SEE DETAIL: 7/A9.3 &7/A9.5. TYPE X GYP. BD. ON BOTH SIDES (W/SOUND BATT. INSUL. STC 49 MIN.) [.2J6 EDGE OF REMOVABLE PLATFORM
ON BOTH SIDES W/SOUND BATT INSULATION. A
5 N> 3-5/8" MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK. GYP. BD Tr
6.)CORRIDORS SHALL HAVE INTERIOR DOOR OPENINGS PROTECTED BY OJN BOTH SIDES. (W/SOUND BATT INSULATION -STC 49 MIN.) PA R
NON- RATED WALL f
TIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES RATED 20 MIN.
7/8"THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER 12.7j WATER STORAGE TANK LOCATION
DOORS SHALL BE MAINTAINED SEELF-CLOSING OR BE AUTOMATIC (2) 3-5/811 MTL. STUD WALL (20 GA. @16" O.C.) W/5/8"THK.
< 0> 15 2X8 WOOD TIMBERSTRAND STUD @16" O.C. W/ 1/2" EXT. PLYWD. 20 1 HOUR WALL
CLOSING BY ACTION OF A SMOKE DETECTOR PER SECTION 713.2.
GYP. BD. ON BOTH SIDES (W/SOUND BATT INSULATION - RANCHO CUCAMONGA
(2) ROWS OF 3-5/811 MTL. STUD WALL (20 GA. @1611 O.C.)W/5/811 3-5/8" MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK.TYPE lX1 GYP. BD
DOORS SHALL BE GASKETED TO PROVIDED TO PROVIDED A SMOKE STC 49 MIN. ON THE EXTERIOR SIDE AND 5/8" GYP. BD ON THE INTERIOR.
THK. GYP. BD. ON BOTH SIDES.(W/SOUND BATT INSULATION - ELECTRICAL TRANSFORMER LOCATION
(MIN. R-19 BATT INSULATION.) OJN BOTH SIDES. (W/SOUND BATT INSULATION - STC 49 MIN.)
AND DRAFT SEAL WHERE THE DOOR MEETS THE STOP ON SIDES AND >
TOP,SECTION 1004.3.4.3.2.1. STC 49 MIN. SEE DETAIL: 15/A9.5
A 11 RTABLE EMERGENCY GENERATOR LOCATION
WALL "FOYPE LELAO E N D 09 PO
(0]E NTRAL N"O"I"'ES
10 PAINTED SLIDING METAL GATE. SEE DETAIL-30/A/9.2
12" WIDE CMU WALL WITH EXTERIOR PLASTER
RE: LANDSCAPE DRAWINGS SHTS. 1-1.8-1-1.11 FOR ALL COURTYARD WALL
G DIMENSIONS.
A.3
1-011
41'-4 1/2" 35'-11 1/2" 24f-511 81-811 17 57
.0 LL2j PAINTED ORNAMENTAL METAL GATE WITH PANIC
HARDWARE AND LOCKING MECHANISM-SEE DETAIL 20/A9.2
RJM DESIGN GROUP
CN r----I
C4 [13J PAINTED ORNAMENTAL MTL. FENCE ON TOP OF CMU WALL. 31591 CAMINO CAPISTRANO
SEE DETAIL- 18/A9.2 SAN JUAN CAPISTRANO,CA 92675
949-493-2600 FAX 949-493-2690
juj
WWW.RJMDESIGNGROUP.COM
luj 20" X 20" FORMED PLASTER WALL CAP(TYP.) -SEE DETAIL: 17/A9.2
-011 1 22 9 441-011 1 Now=
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Lu
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ju [IJ7 COUNTER MOUNTED DBL. SINK
T.O.P. 2'-9
T.O.W. 2-0111 P. LAM COUNTER TOPS
12j, W/ P. LAM CABINETS ABOVE-SEE DETAIL: 27/A9.5
ftw,
LP. LAM COVERED STORAGE DOOR&SHELVES
L9j
14
CUSTOM MILLWORK SECURITY DESK(TYP.)
1�lj CUSTOM MILLWORK RECEPTION DESK(TYP.) SUB CONSULTANT:
SCULPTURE GARDEN r---1-1
L2 P. LAM COVERED COUNTER W/GLASS CASE
[�3j REFRIGERATOR LOCATION : SEE FURNISHING LIST
r---I
[�4j STAINED WOOD BENCH
4(12'>
1-111 1 11 1-91/
6-1 7-3 8 71-311 6 0, 7-3 2
A 01 LL# I L!5j PLASTIC LAMINATE STORAGE CUBICLES
T
VZZZI�/ �� ROOF ACCESS STAIR (SHIP'S LADDER)
27'-10"
?
16
1-911 81-611 21-911
J% 15 A9.2 0 01 ROOF ACCESS MEZZANINE ABOVE
C)
-8 <1 > X FIRE EXTINGUISHER (RECESSED) - SEE SYMBOL(FE) TYPE lKl
TO BE USED IN KITCHEN. SEE SPECIFICATIONS:"�
-y- 7_ - 1- 7 14
01% 01. KNOX BOX LB SERIES 3200. SEE SHT.AO.2
-1 QD (2D -1 LJ9
C4 C_1�
12
0 18 HC LIFT- PREMANUFACTURED ELECTRIC POWERED INTERIOR PLATFORM
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4> .0% 71-511 31-511 41-11140 REVISIONS
A7.6 ---------
B 5 >1 5 4
e_ .... .Mo NNNN, A7.1 0 4 40 0"'.4 \<.1�4 DATE DESCRIPTION APPROVED INITIAL DATE
#* \/ I I % SUPERVISOR'S 0
18 5 5 00"**k I
< > 1 12/22/03 BULLETIN #6 STREET
-QfELU- U.3 TITLE:
14110 ago 01/14/04 BULLETIN#9 WATER/SEWER
SENIOR'S T -4 c
I STAF.T A
GAMEROOM I I ill (2) F -
I I I� 5 '> I I I GALLERY 02/6/04 BULLETIN#11 GRO/DRAIN
I RR -111 -011 2-3 1-911 if
% J. 9 6 8'-0 PARTIAL FLOOR PLAN
C14 -1 \,E1445 'at 5
00 40 1*4 42 0 41* 03/26/04 BULLETIN#14 TRAFFIC
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CN % 14 06/30/04 BULLETIN #20 R/W
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N 140
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3 A9.3 6 > 4 - THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
'0� OFFICE ADMIN. AREA A7.13 �9.5
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11. z I - C
931-16 5/8 = % .3 R.
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4__ ..................
CONFERENCE
_j 00 1^5 *0 .0 OFFICE ROOM 81-711 1 61-1011 31-811 1 NAME DATE NO,C10620
YMCA < STORAGE1 e d I REN.07-31-05
0 MkCK BAR LICENSE NUMBER FILE
TEEN DROP-OFF 128 GALLERY
-011 19
8 161-511
1714 ........... r8
.01 15 1 r--------Is CITY OF RANCHO CUCAMONGA �.o
STORAGE 2 OF CAL
A9.5 B �.3
< 0 A
I I j 1 1 139 128 T%jl I PROJECT NAME C NTRAL PARK JOB NO.: 2 2-04
A7.7 -T - ----------- 4.6 SENIOR CENTER AND COMMUNITY CENTER
%
58 < an m smog=== a I m F.. SHEET TITLE 11200 BASE LINE RD. RANCHO CUCAMONGA CA 91701 DRAWN BY: NSG
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MATCH LINE SEE SHEET A2.4 451-811 V 51-711 91-311 V31-011 t31-011 101-611
L 41-911
'0 CHECKED BY: RAW
1 #1 Or
1011 911 APPROVED
DATE: 03-26-04
DATE COMMUNITY SERVICE DIRECTOR SHEET:
APPROVED
'r Is,
SHEEI a OF
SCALE DRAWING awa. ... OF -2
PARIPOIAL0 FLOOR PLA%L PON NO.
Na DATE RCE NO. CITY ENGINEER
17-1
F GY
<�>4
Ae >
[i9i
IF
xx
IF
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et
7/8"THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER
1.)PENETRATIONS OF FIRE-RESISTIVE WALLS,FLOOR/CEILINGS AND 7.)ALL WINDOWS AND DOORS IN ONE HOUR COORIDOR TO HAVE 20 MIN 24"THK. PLUMBING WALL. 7/8"THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER 4( 8" MTL. STUD WALL (20 GA. @16" O.C.)W/5/811 THK. GYP. BD. ON KEY NOTES
ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC FRAME AND FIRE-RATED,SAFETY-RATED GLASS,"FIRE GLASS 20"MEETING TEST 2X6 WOOD TIMBERSTRAND STUD @16" O.C.W/ 1/2" EXT. PLYWD. 7 (2) ROWS OF 3 5/811 THK. MTL. STUDS (20 GA. @16" O.C.) W/5/811 < 2X6 WOOD STUD COLUMNS ON EXTERIOR AND 5/811 TYPE X BOTH SIDES (W/SOUND BATT INSULATION - STC 49 MIN.)
cz: C41 SECTIONS 709 AND 710. REPORT NUMBER UL FILE NO.R13377. ON THE EXTERIOR SIDE AND 5/8" GYP. BD ON THE INTERIOR. THK. WATERPROOFING GYP. BD. ON BOTH SIDES. GYP. BD. ON THE INSIDE. CENTRAL
2.)EXIT DOORS FROM GROUP A,E OCCUPANCIES SHALL NOT BE PROVIDED (MIN. R-19 BATT INSULATION.) ON BOTH SIDES.(W/SOUND BATT INSULATION - STC 49 MIN.) (W/SOUND BATT INSULATION -STC 49 MIN.) GYP. BD. SOFFIT ABOVE TYP.
WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE.SECTION 1007 8.)CONTRACTOR TO VERIFY AND COORDINATE ALL DOOR TYPES WITH TRANSOM AND <
17,� 2 HOUR WALL
< 12 > 12"THK. CMU BLOCK WALL W/ PLASTER ON BOTH SIDES. L2
3.)ALL DOORS AND GATES,WITHIN THE EXIT PATH FROM GROUP A,E SIDELIGHT WINDOW TYPES. SEE THE REMARKS COLUMN IN THE DOOR SCHEDULE AND 7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER I HOUR WALL. 2x6 WOOD TIMBERSTRAND STUD @ 16" O.C. W/2 LAYERS OF 5/8"THK. r_11n OPERABLE WALL PARTITION ENCLOSURE
< 2 >
OCCUPANCIES TO A PUBLIC WAY,SHALL NOT BE PROVIDED WITH SEE SHT.A8.3 FOR WINDOW TYPES. 2X6 WOOD STUD COLUMNS. 2X6 WOOD TIMBERSTRAND STUD @16" O.C. W/ 1/2" PLYWD. TYPE X GYP. BD. ON BOTH SIDES&MIN. R-19 BATT INSUL. W/7/8"THK. SEE DETAIL:
ON T HE HALL"YVAY SIDE WITH (1) LAYER OF 5/8"THK. TYPE X N�Iv/
LATCHES OR LOCK UNLESS THEY ARE EQUIPPED WITH PANIC SEE DETAIL: 15/A9.2 EXT. ACRYLIC PLASTER OVER METAL LATH &VAPOR BARRIER.
9.)ALL DIMENSIONS SHOWN ARE FROM FACE OF STUD TO FACE OF STUD OR TO CENTER LINE
HARDWARE,SECTION 1003.2.2. GYP. BD. ON BOTH SIDES.
OF COLUMN UNLESS NOTED OTHERWISE. OPERABLE WALL PARTITION
(W/SOUND BATT INSULATION - STC 49 MIN.) El
2X6 WOOD TIMBERSTRAND STUD @16" O.C. W/5/8" PLYWD. /\, 1 HOUR WALL. 2 HOUR WALL Nook,
4.)DOORS SHOULD NOT PROJECT MORE THAN 7 INCHES INTO THE 3 ON THE HALLWAY SIDE WITH 111 LAYER OF 5/811 GYP. BD. < 13> 611 MTL. STUD WALL (20 GA. @16" O.C.) W/5/8"THK.TYPE X GYP.
CORRIDOR OR HALLWAY WIDTH WHEN FULLY OPENED,NOR MORE 10.)REFER TO SHTS.AO.3,AO.4,AO.5 FOR REQUIREMENTS OF HANDICAP REGULATIONS. SEE DETAIL: 7/A9.3&7/A9.5. 6" MTL. STUD WALL 20 GA. @ 161, O.C. W/2 LAYERS 5/8" THK. TYPE X
ON BOTH SIDES. (W/SOUND BATT INSULATION - STC 49 MIN.) <�> TRACK FOR OPERABLE WALL PARTITION
THAN ONE-HALF OF THE REQUIRED CORRIDOR WIDTH. BD. ON INTERIOR SIDE AND 7/811 THK MTL. LATH AND PLASTER ON GYP. BD. ON BOTH OES (WITH SOUN� BATT INSUL. STC 49 MIN.) 14
[E]TO BE ATTACHED TO STRUCTURE ABOVE- SEE DETAIL: 17/A9.5 L 0 P,
THE EXTERIOR. SEE DETAIL: 7/A9.3& 7/A9.5. EXT. ACRYLIC PLASTER OVER METAL LATH &VAPOR BARRIER.
5.)WHEN SERVING MORE THAN 100 SPRINKLER HEADS,AUTOMATIC 611 MTL. STUD WALL (20 GA.@16" O.C.)W/5/811 THK. GYP. BD. I HOUR WALL. EXIT DOOR IN OPERABLE PARTITION
SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED <F 9 611 MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK. TYPE X GYP. AN,
CENTRAL,PROPRIETARY OR REMOTE,STATION SERVICE,OR SHALL ON BOTH SIDES (W/SOUND BATT INSULATION - STC 49 MIN.) BD. ON BOTH SIDES (W/SOUND BATT INSULATION - STC 49 MIN.) z x 12"THK. - NON - RATED WALL. 2 HOUR WALL (INCLUDING SELF POWERED EXIT SIGN)
BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE k/14 (2) ROWS OF 3-5/8" MTL. STUD WALL W/WP 5/8" GYP. BD. 19 0
SIGNAL AT A CONSTANTLY ATTENDED LOCATION.SECTION 904.3 SEE DETAIL: 7/A9.3& 7/A9.5. 2x6 WOOD TIMBERSTRAND STUD @ 16" O.C. W/2 LAYERS OF 5/8"THK.
5 3-5/8" MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK. GYP. BD ON BOTH SIDES W/SOUND BATT INSULATION. TYPE X GYP. BD. ON BOTH SIDES (W/SOUND BATT. INSUL. STC 49 MIN.) L6 EDGE OF REMOVABLE PLATFORM A 71%
6.)CORRIDORS SHALL HAVE INTERIOR DOOR OPENINGS PROTECTED BY
TIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES RATED 20 MIN. OJN BOTH SIDES. (W/SOUND BA17 INSULATION - STC 49 MIN.) NON- RATED WALL P A
DOORS SHALL BE MAINTAINED SEELF-CLOSING OR BE AUTOMATIC < 10 > (2) 3-5/811 MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK. 7/8"THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER WATER STORAGE TANK LOCATION
CLOSING BY ACTION OF A SMOKE DETECTOR PER SECTION 713.2. (2) ROWS OF 3-5/811 MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 GYP. BD. ON BOTH SIDES (W/SOUND BATT INSULATION - 1 5'> 2X8 WOOD TIMBERSTRAND STUD @161' O.C. W/ 1/2" EXT. PLYWD. 20 1 HOUR WALL IE RANCHO CUCAMONGA
DOORS SHALL BE GASKETED TO PROVIDED TO PROVIDED A SMOKE 6 N/ ON THE EXTERIOR SIDE AND 5/8" GYP. BD ON THE INTERIOR. 3-5/8" MTL. STUD WALL (20 GA. @16" O.C.) W1 5/811 THK. TYPE lXl GYP. BD
AND DRAFT SEAL WHERE THE DOOR MEETS THE STOP ON SIDES AND THK. GYP. BD. ON BOTH SIDES.(W/SOUND BATT INSULATION - STC 49 MIN. (MIN. R-19 BATT INSULATION.) OJN BOTH SIDES. (W/SOUND BATT INSULATION - STC 49 MIN.) ELECTRICAL TRANSFORMER LOCATION
TOP.SECTION 1004.3.4.3.2.1. STC 49 MIN. SEE DETAIL: 15/A9.5
PORTABLE EMERGENCY GENERATOR LOCATION
GENERAL NOITS WALL 1-YPE LEG"IND f---In
PAINTED SLIDING METAL GATE. SEE DETAIL-30/A/9.2
12"WIDE CMU WALL WITH EXTERIOR PLASTER
RE: LANDSCAPE DRAWINGS SHTS. LI.8-LI.1 1 FOR ALL COURTYARD WALL
DIMENSIONS.
] PAINTED ORNAMENTAL METAL GATE WITH PANIC
HARDWARE AND LOCKING MECHANISM -SEE DETAIL 20/A9.2 RJM DESIGN GROUP
LL3j PAINTED ORNAMENTAL MTL. FENCE ON TOP OF CMU WALL. 31591 CAMINO CAPISTRANO
G G.3 H.6 K L SEE DETAIL- 18/A9.2 SAN JUAN CAPISTRANO,CA 92675
(D
949-493-2600 FAX 949-493-2690
1-011
10'-11 1/2" 201-911 36-6 1/2" 23 401-211 L 531-111
WWW.RJMDESIGNGROUP.COM
20"X 20" FORMED PLASTER WALL CAP(TYP.) - SEE DETAIL: 17/A9.2
c1q
CONSULTANT:
Lu 125J LINE OF ROOF ABOVE (TYP.)
Lu /001�7
EXT. CONCRETE PAVING (TYP.)SEE LANDSCAPE DRAWINGS L1.8 - L1.1 1
1-011 1-011
Lu 22-9" 46 <orl 2> 831-311
Lu
(n y COUNTER MOUNTED DBL. SINK
Lu El
z 16 14
= I A9.2 P. LAM COUNTER TOPS
3: 1 12 W/P. LAM CABINETS ABOVE - SEE DETAIL: 27/A9.5
u
10 9 X P. LAM COVERED STORAGE DOOR&SHELVES
< L__j LLIJ 121
9.2 -4 11 1
ri 0,*4\ CUSTOM MILLWORK SECURITY DESK (TYP.)
I ff Lo
2 12 r___1 SUB CONSULTANT:
li,j CUSTOM MILLWORK RECEPTION DESK (TYP.)
SERVICE YARD
rl'6 GARDEN P. LAM COVERED COUNTER W/GLASS CASE
A9.2 REFRIGERATOR LOCATION : SEE FURNISHING LIST
21
x r-,-"
38 L4 STAINED WOOD BENCH
1211 - [�5j PLASTIC LAMINATE STORAGE CUBICLES
1-911 Oil 1-911 1-911 1-1111 1011 '-3 5/16"
71-311 61-111 71-311 71-311 6 22 2 71-311 18 26 A 8 281-611
2 1
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0 12
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21
TO BE USED IN KITCHEN. SEE SPECIFICATIONS.
156 KNOX BOX L�Bj SERIES 3200. SEE SHT.AO.2
c� o"
Clt Ck
STORAGE
C�t ti I
r18 17 IS F HC LIFT- PREMANUFACTURED ELECTRIC POWERED INTERIOR PLATFORM
so /* 4
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ce) cn OUTDOOR 3
75 14 OR EQUAL. ce
STORAGE I "fN
3 -- I r 9
1 -1 8 PAINTED ORNAMENTAL FENCE
60/S 12 J1
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0% 0% 0- 01�
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KITCHEN 4 cn
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15 u I Sim.
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!1 S�, I HATCH OR EQUAL.
------- Ltz OFFICE a I I �V_
1 1 nil
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1 21-911 C�t 11 42 0
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!��' 18 A
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2
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29 co
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0%
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REVISIONS FOR CITY USE ONLY INITIAL DATE
Q7) TITLE:
T 3.3 MULTI-PURPOSE ROOM -STORAGE 3 -..1 64 01 1 1 -
1 193 B 1 1 DATE DESCRIPTION APPROVED PARTIAL FLOOR PLAN
I cyl)
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19 i9 8 L 1 1 714' 616 71-311 L21-911 L 1.911 L 1-911 1, 71-311 1-911 71-311 1-911 1, 71-311 1-911 1, 71-911 1 It
A 71-311 12 71-311 L2 L2 L2 L2 L2-9 1, 06/30/04 IN#20 WATER/SEWER
�T
Zz zz zz Z., IT- 07/27/04 BULLETIN#21 GRO/DRAIN
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SITTING 09/07/04 BULLETIN#22 TRAFFIC
1-011 8 AREA 18
A7.9 31 18 4-5"
1 10/11/04 BULLETIN#25 FINAL CHECK
12/17/04 BULLETIN#26 R/W
6 > c
r---I uj 01/31/05 BULLETIN#28 AS CONST.
34 1-01 cv)
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< r- 61-011 1,1 L.-31," 91-311 FOR PRIVATE USE
10 THESE PLANS WERE PREPARED BY:
6111
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. I x z INITIAL DATE A
CN in R.
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EVENT COURTYARD CHECKED
145 07 1
1 8 NAME DATE NO.C10620
19> 1 83 5
I �& REN.07-31-05
cy) LICENSE NUMBER FILE
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CITY OF RANCHO CUCAMONGA $1 0
0 33 SITTING OF CAO
19
MU,_TI-PURPOSE ROOM AREA
cn
I I 1 8 PROJECT NAME CENTRALPARK JOB NO.: 2002-04
4 SENIOR CENTER AND COMMUNITY CENTER
.6 0 1 1 1 11200 BASE LINE RD. RANCHO CUCAMONGA, CA 91701 DRAWN BY: NSG
mm"T IM am am samommomommm NMI anamommomm. an L m m am am am amim m an nowwwwomms on m anwoommmoom m I Commm No on 1110090mom on am soloommom un =0 smussuffilmom no m swoolmoomme m am somagooloomm an m somasommum no m voloommomw m on smamommo m m wommanummm I= m volsommom on no onsmommm m am SHEET TITLE PARTIAL FLOOR PLAN
MATCH LINE SEE SHEET A2.3 CHECKED BY: RAW
APPROVED DATE: 03-26-04
DATE COMMUNITY SERVICE DIRECTOR
APPROVED SHEET:
SHEET OF
A 2 A SCALE DRAWING.,.",. OF
PARTIAL FLOOR PLAN 1/r .. 1,pao# DATE RCE NO. CITY ENGINEER NO*
PENE
OC
FR
SEC1
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1.)PENETRATIONS OF FIRE-RESISTIVE WALLS,FLOOR/CEILINGS AND 7.)ALL WINDOWS AND DOORS IN ONE HOUR COORIDOR TO HAVE 20 MIN 7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER 24"THK. PLUMBING WALL. 7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER
z N,
ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC FRAME AND FIRE-RATED,SAFETY-RATED GLASS,"FIRE GLASS 20-1 MEETING TEST KEY NOT99:'z
I 2X6 WOOD TIMBERSTRAND STUD @16" O.C. W/ 1/2" EXT. PLYWD. < 16'> 8" MTL. STUD WALL(20 GA. @16" O.C.)W/5/8"THK. GYP. BD. ON
SECTIONS 709 AND 710. REPORT NUMBER UL FILE NO.R13377. < 7 (2) ROWS OF 3 5/8"THK. MTL. STUDS (20 GA. @16" O.C.) W/5/8" 2X6 WOOD STUD COLUMNS ON EXTERIOR AND 5/811 TYPE X NV BOTH SIDES (Wit SOUND BATT INSULATION - STC 49 MIN.)
ON THE EXTERIOR SIDE AND 5/8" GYP. BD ON THE INTERIOR. THK. WATERPROOFING GYP. BD. ON BOTH SIDES. GYP. BD. ON THE INSIDE.
2.)EXIT DOORS FROM GROUP A,E OCCUPANCIES SHALL NOT BE PROVIDED EN" RAL
WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE.SECTION 1007 8.)CONTRACTOR TO VERIFY AND COORDINATE ALL DOOR TYPES WITH TRANSOM AND A. (MIN. R-19 BATT INSULATION.) ON BOTH SIDES.(W/SOUND BATT INSULATION - STC 49 MIN.) (W/SOUND BATT INSULATION -STC 49 MIN.) GYP. BD.SOFFIT ABOVE TYP.
doom SIDELIGHT WINDOW TYPES. SEE THE REMARKS COLUMN IN THE DOOR SCHEDULE AND
2 HOUR WALL
3.)ALL DOORS AND GATES,WITHIN THE EXIT PATH FROM GROUP A,E 7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER 1 HOUR WALL. 17
SEE SHT.A8.3 FOR WINDOW TYPES. 4/2
OCCUPANCIES TO A PUBLIC WAY,SHALL NOT BE PROVIDED WITH < 12 12"THK. CMU BLOCK WALL W/ PLASTER ON BOTH SIDES. 2x6 WOOD TIMBERSTRAND STUD @ 16" O.C. W/2 LAYERS OF 5/8" THK. OPERABLE WALL PARTITION ENCLOSURE
2X6 WOOD STUD COLUMNS. 2X6 WOOD TIMBERSTRAND STUD @16" O.C.W/ 1/2" PLYWD. 112J
LATCHES OR'LOCK UNLESS THEY ARE EQUIPPED WITH PANIC < 8 THE HALLWAY SIDE WT H (1) LAYER OF 05/8"THK. TYPE X TYPE X GYP.. BD.. ON BOTH SIDES&MIN. R-19 BATT INSUL, Wit 7/8"THKt SEE DETAIL:
9.)ALL DIMENSIONS SHOWN ARE FROM FACE OF STUD TO FACE OF STUD OR TO CENTER LINE SEE DETAIL: 15/A9.2 0 IN
HARDWARE,SECTION 1003.2.2. EXT. ACRYLIC PLASTER OVER METAL LATH &VAPOR BARRIER.
OF COLUMN UNLESS NOTED OTHERWISE. GYP. BD. ON BOTH SIDES.
OPERABLE WALL PARTITION
4.)DOORS SHOULD NOT PROJECT MORE THAN 7 INCHES INTO THE 2X6 WOOD TIMBERSTRAND STUD @16" O.C. W/5/8" PLYWD. (W/SOUND BATT INSULATION - STC 49 MIN.) I HOUR WALL. E
CORRIDOR OR HALLWAY WIDTH WHEN FULLY OPENED,NOR MORE 10.)REFER TO SHTS.AO.3,AO.4,AO.5 FOR REQUIREMENTS OF HANDICAP REGULATIONS. ON THE HALLWAY SIDE WITH �11 LAYER OF 5/8" GYP. BD. SEE DETAIL: 7/A9.3& 7/A9.5. e\' 13> 611 MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK.TYPE X GYP. 2 HOUR WALL
THAN ONE-HALF OF THE REQUIRED CORRIDOR WIDTH. ON BOTH SIDES. (W/SOUND TT INSULATION - STC 49 MIN.) BD. ON INTERIOR SIDE AND 7/811 THK MTL. LATH AND PLASTER ON 6" MTL. STUD WALL 20 GA. @ 1611 O.C.) W/2 LAYERS 5/811 THK.TYPE X TRACK FOR OPERABLE WALL PARTITION 0
5.)WHEN SERVING MORE THAN 100 SPRINKLER HEADS,AUTOMATIC GYP. BD. ON BOTH OES (WITH SOUND BATT INSUL. STC 49 MIN.) E TO BE ATTACHED TO STRUCTURE ABOVE- SEE DETAIL: 17/A9.5
THE EXTERIOR. SEE DETAIL: 7/A9.3 &7/A9.5.
SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED 611 MTL. STUD WALL (20 GA. @16" O.C.)W/5/811 THK. GYP. BD. z N 1 HOUR WALL. EXT. ACRYLIC PLASTER OVER METAL LATH &VAPOR BARRIER.
< 4 >
CENTRAL,PROPRIETARY OR REMOTE,STATION SERVICE,OR SHALL ON BOTH SIDES (W/SOUND BATT INSULATION - STC 49 MIN.) < 9 611 MTL. STUD WALL (20 GA. @16" O.C.) W/5/8"THK. TYPE X GYP. 12"THK. - NON - RATED WALL. EXIT DOOR IN OPERABLE PARTITION
z 1. E (INCLUDING SELF POWERED EXIT SIGN)
BD. ON BOTH SIDES (W/SOUND BATT INSULATION - STC 49 MIN.) 2 HOUR WALL
BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE z x
SIGNAL AT A CONSTANTLY ATTENDED LOCATION.SECTION 904.3 14 (2) ROWS OF 3-5/811 MTL. STUD WALL W/ WP 5/8" GYP. BD. r---" 0
SEE DETAIL: 7/A9.3& 7/A9.5. 19"> 2x6 WOOD TIMBERSTRAND STUD @ 16" O.C. W/2 LAYERS OF 5/8" THK.
6.)CORRIDORS SHALL HAVE INTERIOR DOOR OPENINGS PROTECTED BY < 5 3-5/8" MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK. GYP. BD ON BOTH SIDES W/SOUND BATT INSULATION. [�6j EDGE OF REMOVABLE PLATFORM
TYPE X GYP. BD. ON BOTH SIDES (W/SOUND BATT. INSUL. STC 49 MIN.) P A
TIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES RATED 20 MIN. OJN BOTH SIDES. (W/SOUND BATT INSULATION - STC 49 MIN.) z X
NON- RATED WALL
DOORS SHALL BE MAINTAINED SEELF-CLOSING OR BE AUTOMATIC R K
7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER
CLOSING BY ACTION OF A SMOKE DETECTOR PER SECTION 713.2. (2) 3-5/811 MTL. STUD WALL (20 GA. @16" O.C.) W/5/8"THK. z IN, L27J WATER STORAGE TANK LOCATION
DOORS SHALL BE GASKETED TO PROVIDED TO PROVIDED A SMOKE 6 (2) ROWS OF 3-5/811 MTL. STUD WALL (20 GA.@16" O.C.) W/5/811 GYP. BD. ON BOTH SIDES (W/SOUND BATT INSULATION - < 15'> 2X8 WOOD TIMBERSTRAND STUD @16" O.C.W/ 1/2" EXT. PLYWD. 20 1 HOUR WALL RANCHO CUCAMONGA
AND DRAFT SEAL WHERE THE DOOR MEETS THE STOP ON SIDES AND ON THE EXTERIOR SIDE AND 5/81' GYP. BD ON THE INTERIOR. 3-5/811 MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK. TYPE 1X1 GYP. BD
THK. GYP. BD. ON BOTH SIDES.(W/SOUND BATT INSULATION - STC 49 MIN.
TOP.SECTION 1004.3.4.3.2.1. STC 49 MIN. SEE DETAIL: 15/A9.5 (MIN. R-19 BATT INSULATION.) OJN BOTH SIDES. (W/SOUND BATT INSULATION - STC 49 MIN.) [2J8 ELECTRICAL TRANSFORMER LOCATION
(03JEN'E R ALI N(o D" T E S PORTABLE EMERGENCY GENERATOR LOCATION
WALL -Rlr-YPE LUC]END
PAINTED SLIDING METAL GATE. SEE DETAIL-30/A/9.2
12"WIDE CMU WALL WITH EXTERIOR PLASTER
MATCH LINE SEE SHEET A2.2 RE: LANDSCAPE DRAWINGS SHTS. 1.11.8-1.1.11 FOR ALL COURTYARD WALL
m im wmm� m m mm� go m mmmm m =no== w m =a= m monannom m m im w ammumum m =0 sommummm m m mmm= m w m m wiim�msmim m im smisman= m m muimmiw= m m ommmmm w m mmmm� im m amommm m im ammmmom w m moommo m m mum== m m sommumm m m smimmiim m m wm� m m oimiii� m m mimimmia m w m anowasoommmm DIMENSIONS.
Ex ez zzzz
14 PAINTED ORNAMENTAL METAL GATE WITH PANIC
1% M
01 HARDWARE AND LOCKING MECHANISM-SEE DETAIL 20/A9.2 RJM DESIGN GROUP
8 SITTING
AREA LL3j PAINTED ORNAMENTAL MTL. FENCE ON TOP OF CMU WALL. 31591 CAMINO CAPISTRANO
SEE DETAIL- 18/A9.2
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2�8 SAN JUAN CAPISTRANO,CA 92675
A7.1 0 949-493-2600 FAX 949-493-2690
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34
20"X 20" FORMED PLASTER WALL CAP(TYP.) -SEE DETAIL: 17/A9.2
CONSULTANT:
9 INTERNET CAFE 8 LINE OF ROOF ABOVE (TYP.)
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[L6j EXT. CONCRETE PAVING (TYP.)SEE LANDSCAPE DRAWINGS L1.8- L1.1 1
< 83
0 cv)
COUNTER MOUNTED DBL. SINK
140
CPS
13 SITTING P. LAM COUNTER TOPS
33 % E W/P. LAM CABINETS ABOVE SEE DETAIL:27/A9.5
MULTI-P RPOSE ROOM AREA
'40 1 1 -9
P. LAM COVERED STORAGE DOOR &SHELVES
% CN It7 E
-4- It
4.6 2011 �8
% it) 1 41 r-,-"
1 1 1 8 IL -a A9,7
19 1 0 1 1_0111 1-911 /0018 CUSTOM MILLWORK SECURITY DESK (TYP.)
11 -7 IT
I co LL01
103) 1 1 10 1, 1, SUB CONSULTANT:
1 3 1 r�M I LY\, 1 1 - L �I, 71-311 N,21-911, 71-311 21-911 71-31 1-911 Lo 71-311 L21-911 to 71-311 1,2-911 L. 71-311 L21-911 L, 71-311 L21-911 10 71-311 L,21.911 L. I CUSTOM MILLWORK RECEPTION DESK(TYP.)
3 "'o 'STVE =4-= 1 V9 0 It 10 4 40 0 0 41 0 01 0 4 10 0 10
I I RR L�lj
4.9 A7.5 I - % 1 !1 3 17-1
co-1 401 -JL % 20 21
1%. c L!J2 P. LAM COVERED COUNTER W/GLASS CASE
0 \II�.l 3
< 6 C 85 19 7
I
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0% L3 REFRIGERATOR LOCATION : SEE FURNISHING LIST
51-611 51-911 11 71-31 41-311 71-311 5-911 51-611 1 1
11 6 . 11 1- 1 1 �xk
`1�1 10 10 1 8 1.14J STAINED WOOD BENCH
3 -1 1 35
c1q 118� 2
co 3 _J MAIN EVENT GALLERY .7 E] 0% r_11n
25 24 25 4 A9.7 '4�7 1 1 -1
I JANITORS 22 cf) L!J5 PLASTIC LAMINATE STORAGE CUBICLES
A9.3 A9.3 A9.3 c
123 118 +4� 16 -1
1 2
()p ST RAGE ROOM -411 51-211 71-111 L,21-911 1 1 1-211 8 61-1411 L24"
11 6 11 <\,> io 6 11,
1-0 61 71-311 131-311 61-411 31-311 71-311
w A4 13 1 10 1 1 1 - 1�6j ROOF ACCESS STAIR (SHIP'S LADDER)
10 1 V19 1 1 (a I I I (a T_ 9L
:X= % "CL 87
5
ROOF ACCESS MEZZANINE ABOVE
r(l 2-004)
2 FE 2
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81/211 'r13 UP A cf) cn cn cn cy) E
4 < 4 %v- - 1. -- r'-` FIRE EXTINGUISHER (RECESSED) -SEE SYMBOL FE TYPE W
13 1 - - 6
�7 MAIN r LERV 1 1,2,3,4 20 4 7 1 i./__L 61-411 71-311 111-311 11 7-3 121-611 Lfj TO BE USED IN KITCHEN. SEE SPECIFICA
AgAL L 1?-_1 &
A6.1 A9.5 KNOXBOX SERIES 3200. SEE SHT.AO.2
Jv IN
$�! 9
A7.12 r7 28 7
I �� 5'-8 51-811- 11 1 91 STORAGE
-911 51 Oil Oil N
51-611 51 7 3 . 11 511 71-311 C 51-511 5-1 1 91 61-111 6'-1 7- 11 7 L -1
40 8 21-011 HC LIFT- PREMANUFACTURED ELECTRIC POWERED INTERIOR PLATFORM
1-511 12 fl e- (WHEELCHAIR) LIFT; ACCESS INDUSTRIES PORCH-LIFT PL-S MODEL 36
19 me4 ilia rl&2 12 E
- I & 1A)II I r---- < A
60J cf) OR EQUAL. De
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163 100 8 1 117 PAINTED ORNAMENTAL FENCE uj
12 J,
19 8 28 3
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[22J 6" DIA. CONCRETE FILLED METAL BOLLARD
MEETING ROOM
L3 SINK
ENTRY 28
18 1 1 rl 08 ri 08
A
A9.7 A9.7
4 8
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v 4 1 1 1 co z
aw c1q A7.5 17 4 4 35 ROOF HATCH ABOVE- PRE-MANUFACTURED DOUBLE LEAF 6'x8'
WOMEN MEN'S C ROOF HATCH; BABCOCK DAVIS SERIES B-RHA DOUBLE DOOR ROOF
=)im-m - a I a 10 Z
RESTROO - RESTROOM 29 B A 3 -1 1 11 -1 -1 r HATCH OR EQUAL.
19 32 r*_� 0 In
c 4 z x L____j C14 PLATFORM cn In uj
I - m =1 c
rl"8 %0 [16J WALL MOUNTED TELEPHONE
10-V wr r% f I
1 4 1 A7.3
amp 3-4 1 2 6: 60 [2J7 ROLL DOWN DOOR AT PASS THRU WINDOW. SEE SHT.A.
:D
1-911 71-311 L,21-911 7_;,I71LI.1 1 13411 E 9 1
L# L. 1,/"- 1181-31 C 17-1
20 106 SIM.
RAISED 4" CURB
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F.1 (D 1 1. 1 A9.2
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cn ------- 1-911 1 It 40 SLIDING ALUMINUM FRAME WINDOW
::e w& -1 1 1 34 18 -Fl-311 L2-911 1, 71-311 L2-
U-
11 STORAGE 1 181 OF HATCH LADDER-SEE DETA .20/A9.9
7 1 'IT 14 co 'd
-1 x I`
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5
7 18
c%
STORAGE cf) 1
(�D F, 51- 11 cn
SECONDARY roll"
ENTRY COURT
514811 z 0
L8J Ll 1 0% 1 1.911 1-1011 1 1 11 tr > 0 man=
12 L. 1-1011 L. L* L. 1-111 1 51-211 201-811 13141
1-211 1#--7 6 61-411 6 61-411 31-711 8 10 1 11,T11 61-811
5 IP I 1 4 If 101,
A 21 cn -w-w
( 23
18 a
c"t 'o c1q ONE HOUR WALL %low
In 1.911, 71-311 21-91 it < 1011 1 % 16 SEE NOTE#8 IN WALL TYPE LEGEND
it �12 131-411 61-1011 A9.7
98 won-a" AIWIIII a*,=as-amot al.=m-m=A <3> z 49:Z4
cy) 8 TWO HOUR WALL
cy) -7E2 SEE NOTE#19 IN WALL TYPE LEGEND
cn
Cole
ARTS & CRAFTS 4-U.6
A� 95 93 9 1
ROOM CONCRETE MASONARY UNIT WALL
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cn SEE NOTE#12 IN WALL TYPE LEGEND
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CD cy' zx R it
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181
191
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I/ x 7 FOR CITY USE ONLY INITIAL DATE
12> HOT REVISIONS
W A"rr-n T. W. TITLE:
I"L.-FV-- - 1,011 TE TI
HEATER + PARTIAL FLOOR PLAN
SERVICE YARD TRASH 06/08/04 BULLETIN#19 STREET
YARD 06/30/04 BULLETIN#20 WATER/SEWER
co 07/27/04 BULLETIN#21 GRO/DRAIN
STOF E 10 09/07/04 BULLETIN#22 TRAFFIC
TAN
12
L-----------1 10/11/04 BULLETIN#25 FINAL CHECK
9 12/17/04 BULLETIN#26 R/W
cy)
141 01/31/05 BULLETIN#28 AS CONST.
ZZ
1-011 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
I T 4 6 61-611 41-011 010
III < 12 INITIAL DATE A
14 21-611 21-611 21-61,�1 211 DRAWN
114, 1 CHECKED A
NAME DATE NO.C10620
REN.07-31-05
uj LICENSE NUMBER FILE
LLJ I
(n 1 461-YI .6 00 103 1-011 1 CITY OF RANCHO CUCAMONGA OF
LTu_ 7r .0
UJI
uj PROJECT NAME CENTRAL PARK JOB NO.: 2002-04
z SENIOR CENTER AND COMMUNITY CENTER
_j I I it I It 1.1011 SHEET TITLE 11200 BASE LINE RD. RANCHO CUCAMONGA CA 91701 DRAWN BY: NSG
m 1 61" 161-611 291-611 331-811 30'-6"
U 10 10 PARTIAL FLOOR PLAN
APPROVED CHECKED BY: RAW
A#*N DATE: 03-26-04
H
(D DATE COMMUNITY SERVICE DIRECTOR SHEET:
APPROVED
SHEET OF
SCALE DRAWING OF 20
PARTIAL FLOOR PLAN 111r 1 p-off DATE RCE NO. CITY ENGINEER NO.
<�>o
17
f 13 'x
sommmommmm"
.7
S
Ok x
7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER 24" THK. PLUMBING WALL. 7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER
1.)PENETRATIONS OF FIRE-RESISTIVE WALLS,FLOOR/CEILINGS AND 7.)ALL WINDOWS AND DOORS IN ONE HOUR COORIDOR TO HAVE 20 MIN 811 MTL. STUD WALL (20 GA. @16" O.C.)W/5/811 THK. GYP. BD. ON KEY NOTES
2X6 WOOD TIMBERSTRAND STUD @16" O.C. W/ 1/2" EXT. PLYWD. < 2X6 WOOD STUD COLUMNS ON EXTERIOR AND 5/811 TYPE X
ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC FRAME AND FIRE-RATED,SAFETY-RATED GLASS,"FIRE GLASS 20"MEETING TEST 7 (2) ROWS OF 3 5/811 THK. MTL. STUDS (20 GA. @1611 O.C.) W/5/811 BOTH SIDES (W/SOUND BATT INSULATION - STC 49 MIN.)
SECTIONS 709 AND 710. REPORT NUMBER UL FILE NO.R13377. ON THE EXTERIOR SIDE AND 5/8" GYP. BD ON THE INTERIOR. GYP. BD. ON THE INSIDE. L
"Max it
<> THK. WATERPROOFING GYP. BD. ON BOTH SIDES, CENTRA
(MIN. R-19 BATT INSULATION.) ON BOTH SIDES.(W/SOUND BATT INSULATION - STC 49 MIN.) (W/SOUND BATT INSULATION - STC 49 MIN.) GYP. BD. SOFFIT ABOVE TYP.
2.)EXIT DOORS FROM GROUP A,E OCCUPANCIES SHALL NOT BE PROVIDED
ct WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE.SECTION 1007 8.)CONTRACTOR TO VERIFY AND COORDINATE ALL DOOR TYPES WITH TRANSOM AND
2 HOUR WALL
DELIGHT WINDOW TYPES. SEE THE REMARKS COLUMN IN THE DOOR SCHEDULE AND 7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER I HOUR WALL. 17
SI
3.)ALL DOORS AND GATES,WITHIN THE EXIT PATH FROM GROUP A,E 2
[�2j OPERABLE WALL PARTITION ENCLOSURE
SEE SHT.A8.3 FOR WINDOW TYPES. 1 2'*> 1211 THK. CMU BLOCK WALL W/ PLASTER ON BOTH SIDES. 2x6 WOOD TIMBERSTRAND STUD @ 16" O.C.W/2 LAYERS OF 5/8"THK.
2X6 WOOD STUD COLUMNS. 2X6 WOOD TIMBERSTRAND STUD @16" O.C.W/ 1/2" PLYWD. mahko
OCCUPANCIES TO A PUBLIC WAY,SHALL NOT BE PROVIDED WITH < 8 TYPE X GYP. BD. ON BOTH SIDES&MIN. R-19 BATT INSUL. W/7/8"THK.
SEE DETAIL:
SEE DETAIL: 15/A9.2 ON THE HALLWAY SIDE WITH (1) LAYER OF 5/8"THK.TYPE X EXT.ACRYLIC PLASTER OVER METAL LATH &VAPOR BARRIER.
LATCHES OR LOCK UNLESS THEY ARE EQUIPPED WITH PANIC 9.)ALL DIMENSIONS SHOWN ARE FROM FACE OF STUD TO FACE OF STUD OR TO CENTER LINE , N,,,/
HARDWARE,SECTION 1003.2.2. GYP. BD. ON BOTH SIDES.
OF COLUMN UNLESS NOTED OTHERWISE. z % OPERABLE WALL PARTITION
2X6 WOOD TIMBERSTRAND STUD @16" O.C.W/5/8" PLYWD. (W/SOUND BATT INSULATION - STC 49 MIN.) I HOUR WALL. H
4.)DOORS SHOULD NOT PROJECT MORE THAN 7 INCHES INTO THE < 3 > ON THE HALLWAY SIDE WITH 0 LAYER OF 5/8" GYP. BD. < 13 611 MTL. STUD WALL (20 GA. @1611 O.C.) W/5/811 THK.TYPE X GYP.
SEE DETAIL: 7/A9.3 &7/A9.5. 2 HOUR WALL
CORRIDOR OR HALLWAY WIDTH WHEN FULLY OPENED,NOR MORE 10.) REFER TO SHTS.AO.3,AO.4,AO.5 FOR REQUIREMENTS OF HANDICAP REGULATIONS. ON BOTH SIDES. (W/SOUND BM INSULATION - STC 49 MIN.) BD. ON INTERIOR SIDE AND 7/811 THK MTL. LATH AND PLASTER ON 18 6" MTL. STUD WALL 20 GA. @ 1611 O.C.) W/2 LAYERS 5/811 THK.TYPE X TRACK FOR OPERABLE WALL PARTITION 140
THAN ONE-HALF OF THE REQUIRED CORRIDOR WIDTH. �& E TO BE ATTACHED TO STRUCTURE ABOVE- SEE DETAIL: 17/A9.5 L P.
zx THE EXTERIOR. SEE DETAIL: 7/A9.3 & 7/A9.5. GYP. BD. ON BOTH IDES (WITH SOUND BATT INSUL. STC 49 MIN.)
5.)WHEN SERVING MORE THAN 100 SPRINKLER HEADS,AUTOMATIC z x I HOUR WALL.
SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED < 4 > 611 MTL. STUD WALL (20 GA. @16" O.C.)W/5/811 THK. GYP. BD. < 9 > 611 MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK. TYPE X GYP. EXT. ACRYLIC PLASTER OVER METAL LATH &VAPOR BARRIER. EXIT DOOR IN OPERABLE PARTITION
CENTRAL,PROPRIETARY OR REMOTE,STATION SERVICE,OR SHALL z x (INCLUDING SELF POWERED EXIT SIGN) IN
ON BOTH SIDES (W/SOUND BATT INSULATION - STC 49 MIN.) BD. ON BOTH SIDES (W/SOUND BATT INSULATION - STC 49 MIN.) 12" THK. - NON - RATED WALL. E maw.-
14 2 HOUR WALL
BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE
(2) ROWS OF 3-5/811 MTL. STUD WALL W/WP 5/811 GYP. BD.
< 19>
SIGNAL AT A CONSTANTLY ATTENDED LOCATION.SECTION 904.3 SEE DETAIL: 7/A9.3 &7/A9.5.
A
3-5/8" MTL. STUD WALL (20 GA. @1611 O.C.) W/5/811 THK. GYP. BD ON BOTH SIDES W/SOUND BATT INSULATION. 2x6 WOOD TIMBERSTRAND STUD @ 16" O.C. W/2 LAYERS OF 5/8"THK. E EDGE OF REMOVABLE PLATFORM
6.)CORRIDORS SHALL HAVE INTERIOR DOOR OPENINGS PROTECTED BY 11%, TYPE X GYP. BD. ON BOTH SIDES (W/SOUND BATT. INSUL. STC 49 MIN.)
OJN BOTH SIDES. (W/SOUND BATT INSULATION - STC 49 MIN.) z '11%
TIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES RATED 20 MIN. NON- RATED WALL PA R , K
DOORS SHALL BE MAINTAINED SEELF-CLOSING OR BE AUTOMATIC 10 > (2) 3-5/811 MTL. STUD WALL (20 GA.@16" O.C.) W/5/811 THK. 7/8" THK. EXT. PLASTER OVER MTL. LATH AND PAPER OVER WATER STORAGE TANK LOCATION
I HOUR WALL El
CLOSING BY ACTION OF A SMOKE DETECTOR PER SECTION 713.2. 20
GYP. BD. ON BOTH SIDES (W/SOUND BATT INSULATION - 15 2X8 WOOD TIMBERSTRAND STUD @16" O.C. W/ 1/2" EXT. PLYWD.
DOORS SHALL BE GASKETED TO PROVIDED TO PROVIDED A SMOKE (2) ROWS OF 3-5/811 MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 3-5/8" MTL. STUD WALL (20 GA. @16" O.C.) W/5/811 THK.TYPE 1X1 GYP. BD RANCHO CUCAMONGA
ON THE EXTERIOR SIDE AND 5/8" GYP. BD ON THE INTERI R.
STC 49 MIN. ELECTRICAL TRANSFORMER LOCATION
AND DRAFT SEAL WHERE THE DOOR MEETS THE STOP ON SIDES AND THK. GYP. BD. ON BOTH SIDES.(W/SOUND BATT INSULATION -
<3> (MIN. R-19 BATT INSULATION.) OJN BOTH SIDES. (W/SOUND BATT INSULATION -STC 49 MIN.)
E
TOP.SECTION 1004.3.4.3.2.1. STC 49 MIN. SEE DETAIL: 15/A9.5
[�9j PORTABLE EMERGENCY GENERATOR LOCATION
`11"YPE OLE(NiEND
WALL
E N E 0 R1 A L N 0 T ES rl--"
LPAINTED SLIDING METAL GATE. SEE DETAIL-30/A/9.2
LOJ
12"WIDE CMU WALL WITH EXTERIOR PLASTER
3 L-J RE: LANDSCAPE DRAWINGS SHTS. LI.8-LI.l 1 FOR ALL COURTYARD WALL
AWN MATCH LINE SEE SHEET A2.1
mmm mm =mowing==== MIN NOUN almRimmmm so wo ON amsemonsommm in= no onolmmm=mm an an somommmmm MEN no mummommmm an no onsommommmm no on tommommmmm MIN so No On IT gm in= mommommm an wo sommmmmmmmm I= an commumommm mm so sm I an am mom am qmmmmmnmm ow ME I= am an ME no on =in am MIN fmmommmmmmm� an no limmoommummmm IN= 0 a an in= UMMEMMMOMM an am am DIMENSIONS.
am woolognogoonom 7cm-mmm" nomwaylogog"!_
in 7 mmmvom
PAINTED ORNAMENTAL METAL GATE WITH PANIC
13
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131
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145 2: A9.3 -
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PAINTED ORNAMENTAL MTL. FENCE ON TOP OF CMU WALL.
SAN JUAN CAPISTRANO,CA 92675
3.9 SEE DETAIL 18/A9.2
==F= 949-493-2600 FAX 949-493-2690
A WWW.RJMDESIGNGROUP.COM
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143
? 173 SEE DETAIL: 17/A9.2
6
1 20" X 20" FORMED PLASTER WALL CAP (TYP.)
5
R06M E
LT GALLERY
4 CONSULTANT:
SERVE
11 13
IFT SHOP LINE OF ROOF ABOVE (TYP.)
1,146 r-
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129 STORAGE A9. A9.3
3 15 c%4
C
EXT. CONCRETE PAVING (TYP.)SEE LANDSCAPE DRAWINGS LI.8 - LI.1 I
OFFICE ADMIN. AREA OPP. OPP./SIM.
811 CCINFERENC'" I
c1q
R93m6 5/8" ROOM
1171 COUNTER MOUNTED DBL. SINK
156
145
Sim.
733 6 CK BA P. LAM COUNTER TOPS
GAL
13 E W/ P. LAM CABINETS ABOVE-SEE DETAIL:27/A9.5
6 4 4 OFFI�E 194
I
I A9.3 [�4j
STORAGE
1-011 P. LAM COVERED STORAGE DOOR&SHELVES
VIEW 128 7 if 19 121.011
STORAGE 5 128 E
C14
COURTYARD SIM/0073
CUSTOM MILLWORK SECURITY DESK (TYP.)
4
128 ono 121
A9.3
%am
YMCA TEEN -1 4 > 16 A9.3 Sim N 144 .01
SUB CONSULTANT:
139 tj r- 1__1
DROP- IN ROOM III I CUSTOM MILLWORK RECEPTION DESK (TYP.)
A9.3 L
r---119
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A L4 L.
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1 [�2j P. LAM COVERED COUNTER W/GLASS CASE
1%30 ji z X so
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12
4
26 SECURITY 4 < 4
4
31-611 0 211-511 81110 2 tn C136 WORK A7.14 PLASTIC LAMINATE STORAGE CUBICLES
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A7.7 ROOM
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71-311 2 71-311 2 1 .911 71-3'f 1,2 71-311 io2 71-311 62 L. 71-311 4 1 %1' FIRE EXTINGUISHER (RECESSED) - SEE!
le - -311 4 1 1 4 1 SYMBOL TYPE W
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1!1.1011 1-111 191-111
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C� A 10 ------------- 10 Own 8�am ME om um iiwml m so an on on MIN am som an=in- wo a"immisim som En am mmwft oe- A9.3 HC LIFT- PREMANUFACTURED ELECTRIC POWERED INTERIOR PLATFORM
fd 16 6 1'� c1q 4* E (WHEELCHAIR) LIFT; ACCESS INDUSTRIES PORCH-LIFT PL-S MODEL 36
-5 1�%
L----j 1,4 16 71 1 <
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§ 1,2,3,4
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5
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YMCA YMCA L!4j MIRROR
MEETING ROOM MEETING ROOM lt�E MEETING
w/6MEN'§ 51-8111
A I ESTRO ROOM ROOF HATCH ABOVE - PRE-MANUFACTURED DOUBLE LEAF 6'x8'
�STROC)j FOYER 11
\Z.02 � I I la EROOF HATCH; BABCOCK DAVIS SERIES B-RHA DOUBLE DOOR ROOF
Oj \Q X33 OMMUNITY CENTEr
4 a %, Iet�tj 0 --1 1 1 HATCH OR EQUAL.
L----JLC I - I A ommow
r ;I r MAIN LOBBY 0
171
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CO21f 1711 1 2
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In cn C I cf) A7.6 31 1 1 1 1 1 [27J ROLL DOWN DOOR AT PASS THRU WINDOW. SEE SHT.A.
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FOR CITY USE ONLY INITIAL DATE
17 REVISIONS
A9.2 TITLE:
PLAY AREA DATE DESCRIPTION APPROVED
ZZZ-&,4
FOR CHILDREN 10/11/04 BULLETIN#25 STREET PARTIAL FLOOR PLAN
BULLETIN#26
12/17/04 WATER/SEWER
01/31/05 BULLETIN#28 GRO/DRAIN
02/22/05 !'BULLETIN#2 TRAFFIC
FINAL CHECK
R/W
AS CONST.
R
20 THESE PLANS WE E PREPARED BY: FOR PRIVATE USE
A9.2 A C,
WAM in= so= INITIAL DATE
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CHECKED
NAME DATE NO.C10620
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REN.07-31-05
LICENSE NUMBER FILE
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1-011 1.911 11 151-011
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*1 JOB NO.: 2002-04
NIOR CENTER AND COMMUNITY CENTER
SE
11200 BASELINE RD. RANCHO CUCAMONGA,CA 91701
u
DRAWN BY:' NSG
SHEET TITLE
PARTIAL FLOOR PLAN
CHECKED BY: RAW
41'-4 1/2" L 31'-8 1/2" 261.111 171-211 521-1011 71-011 191-011 121-011 e_ APPROVED
DATE: 03-26-04
A
A.6 13.3 E.3 F DATE COMMUNITY SERVICE DIRECTOR
SHEET: A
APPROVED
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r DRAW
SCALE OF
ING
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SEE DETAIL:91A9.1 L
741-611 471-511 221-911 91-711 231-411 91-711 A 221-911 471-511 211-411 0 941-811 PREFORMED ALUMINUM COPING @ PARAPET
# 10 F-A 0
ESEE DETAIL:21/A9.1
GALV.WATER TIGHT TWO(2)DOOR ROOF HATCH
05
SEE DETAIL-9/A9.5 P A R K
[�6j ROOF PROTECTION WALKING PADS
RANCHO CUCAMONGA
LMECHANICAi &EQUIPMENT
SEE MECHAN'_ICAL DRAWINGS
CONCRETE MECHANICAL EQUIPMENT PAD
E
MECHANICAL HVAC DUCTS
L2j9
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17 1031 04 04 03 1 1 1 03 12 1111 01 1021 18 r__II
TYP. 0 EXHAUST FAN
LIJ SEE MECHANICAL DRAWINGS
KITCHEN GREASE EXHAUST FAN
El SEE MECHANICAL DRAWINGS
RJM DESIGN GRO
MAKE-UP AIR UNIT 31591 CAMINO CAPISTRANO
E SEE MECHANICAL DRAWINGS
SAN JUAN CAPISTRANO,CA 92675
949-493-2600 FAX 94
9-493-2690
METAL STAIR
WWW.RJMDESIGNGROUP.COM
CHIMNEY CONSULTANT:
BEAM ABOVE
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T.O.R.18'.6" T.O.R.I
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COOLER COND. UNIT-RE: FS-5.2 FOR DETAILS
4
1/4"PER.FT.MIN. .1-AMPER.-FTMI14.
co r3 114'PER,FT.MI
N.
O.R.191-01 1/4"PER.FT.MIN, COOLER COND. UNIT-RE: FS-5.3 FOR DETAILS
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T.O.R.19'.0'
SUB CONSULTANT:
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T.O.R�181-011 T.O.P.201-01 T.O.R.181.011 T.O.R.W-01' TOR 1131-011
41 1 r----
T.O.R.181-91 1-771
_T.0,R.181-91 0 02
i T.O.P.20'.0', L J " 9 2. COMPLETE SYSTEM USED, INCLUDING ALL METAL EDGING, FLASHING,
Ll��E SLOPE SLOPE SLOPE SLOPE LO"
*__lL0_ll ll� 2!
2 SUBSTRATE, ETC., MUST BE AS REQUIRED BY MANUFACTURER AND
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4- m
1/4'PEF-FT.MIN. 114'FER.FL MIN. 114'PER.Fq.MI C14 114-PER,FT, IN, 1141 PER,FT.MIN.' 4-1/7 PEk�FT
T.O.R.181-91 14 10, T.O.R.181-9" w
op 0
3. ROOFING CONTRACTOR SHALL REFER TO PLUMBING PLANS FOR
LOCATIONS OF VENTS THROUGH ROOF(VTR),AND SHALL SUP LY
02
E . . . . . . INSTALL NECESSARY FLASHINGS.
4. ALL COPINGS, DOWNSPOUTS AND METAL FLASHING SHALL BE AS
111111 L IIIIIIII 1 1111111 11111111.L
.26.6+
T.O.R.181.9A :9 UNLESS OTHERWISE NOTED.
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uj
5. LOCATION OF ALL ROOF PENETRATIONS TO BE SEPERATED A MINIMUM
T.O.R.18'.0" +151-911 T NOR OF 18"FROM WALLS,OTHER PENETRATIONS,CURBS, PLATFORMS,
09
T.O.R.201-011
SLEEPERS AND A MINIMUM OF 24"FROM ALL VALLEYS.
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[�2j
1/41 PER.Ft 03
MIN.,
36'-61/2" 59"ll' 551-911 z
SLOPE 6. RE: PLUMBING FOR ROOF TOP PIPING SUPPORTS AND SPACING
�.6
T.O.R.261-6"t
7. PROVIDE 1/2"THICK ROOFING WALKWAY PADS AROUND ALL AIR
04 HANDLING UNITS, ROOF EQUIPMENT,STAIRWAY HATCH AND AS
0
z uni
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T.O.R. 161-011 INDICATED ON PLANS.
06
19 1:(30 1
T.O.R.I d-.O- T.O.R.181-91 C%l ^m"
T.O.R.191-011 -1 8. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS&VERIFY ALL
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CN Nb 3 12 T.O.P+171.611
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14 EACH TRADE. LOCATIONS INDICATED ON THIS PLAN ARE SHOWN
Ids IT---1 7777 15
F 7771 APPROXIMATE.
a3gl F almow
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9! 091
a=
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17�7
T.O.R, 10 REFERENCE--/A-.-FOR TYPICAL MECHANICAL EQUIPMENT SUPPORT.
09
z
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T.O.R.151-9. T,O,R.261
COORDINATE SIZE,SPACING NUMBERS ETC.W1 REQUIRMENTS OF
03 LOUVER(TYP.OF 26)
t t�
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MECHANICAL EQUIPMENT SUPPLIER
INC T.O.R.181-011 LOUVER(TYP.OF 26)
105 U
urcw 1.CONTRACTOR SHALL PROVIDE ALL ACCESSORIES AND CONSTRUCTION
le r
1/4' 2 AO
42LIIR IT N,+ 4=SER IMIN I - __+ +_ __+ NECESSARY FOR A COMPLETE WATER-TIGHT INSTALLATION INCLUDING
+ 0 .94
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SLOPE . . . . . . . . . .
:e 4z T.O.P.201.0" ----------- AFFECTING INSTALLATION WHETHER OR NOT SPECIFICALLY SHOWN.
u_
T.0,R.W-91 L C*4
0 12.PROVIDE TRANSITION FLASHING @ ALL INTERSECTION
%0 a - - - - - - - - - - OF PARAPET TO WALLS
0 z
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ADS E
Itil E U FET1 T F 11,TF 13.RE:21/A9.3 FOR ROOF TOP EQUIP.PAD Jan.
I gill 111111111 I-L I 1 12 an It:
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V2 It T.O.R. t� � T.O.R.Is,.91
09 c kft0iiiIII"
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7
FT,MIN. 1/4*PER.FT,_MIN. �1/4"PER,FT.MIN. 1/41 PER -1/4 1/41 PER,".MIN.
S'OPE SLOPE 15.ALL ROOFING FASTENERS SHALL BE INSTALLED PER MANUFACTURES
_UP-E- SLOPE rk - 01.01
T.O.P.201-01 0 T.0.,P.201-00 T.O.R.W-011 INSTRUCTION AND SHALL BE RESIST WINDLOADS OVER 80 MPH.
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23. PROVIDE DRAFT STOPS IN ATTIC AREAS NOT TO EXCEED 3,000 SF PER 0
0
CBC SECTION 708.3.1.2.2. PROVIDE 1/2"GYP. BD. OR 3/8"PLYWOOD.
I ER, FT�Mql
28 _SLOPE
O.R.18W 24. CONTRACTOR TO FRAME ALL CRICKETS WHERE NECESSARY FOR ROOF
C*4 2 T.O.P.101-0" �.211`�01_01 3:
cy) 'I
TO DRAIN AS NOTED.
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REVISIONS FOR CITY USE ONLY INITIAL DATE
TITLE:
TYP. DATE DESCRIPTION APPROVED
06/08/04 BULLETIN#19 STREET
06/30/04 BULLETIN#20 WATER/SEWER
07/27/04 BULLETIN#21 GRO/DRAIN ROOF PLAN
09/07/04 BULLETIN#22 TRAFFIC
10/11 M_ BULLETIN#25 FINAL CHECK
12/17/04 BULLETIN#26 R/W
1-011 1 QII 1-011 211-411 104'-2" 01/31/05 BULLETIN#28 AS CONST,
961-611 471-511 to 22 to 101-311 LO 23-5 1, 101-311 22 L* 471-511 41
*1 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
INITIAL DATE A
i R.
404'-11 DRAWN
CHECKED
NAME DATE NO.C10620
LICENSE NUMBER FILE REN.07-31-05
CITY OF RANCHO CUCAMONGA 1�1 OlFr ALN�o
PROJECT NAME CENTRALPARK
SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 200 -04
11200 BASE LINE RD. RANCHO CUCAMONGA,CA 91701
SHEET TITLE DRAWN BY: NSG
ROOF PLAN CHECKED BY: RAW
APPROVED
DATE: 03-26-04
_.
DATE COMMUNITY SERVICE DIRECTOR SHEET:
APPROVED SHEET OF 8
DRAWING
ICALE VIM NO OF 20
ROOF PLAA N /16r 11. 1 RICE NO, CITY ENGINEER
DATE
ED
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I I I I I L- --- E
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T.O.P.20-011 T.O.P.20'-0"
0
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6 F078 ,CONCRETE MECHANICAL EQUIPMENT PAD
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RJM DESIGN GROUP
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1. ROOF MEMBRANE SHALL BEAS SPECIFIED.
2. COMPLETE SYSTEM USED, INCLUDING ALL METAL EDGING, FLASHING,
SUBSTRATE, ETC., MUST BE AS REQUIRED BY MANUFACTURER AND
SPECIFICATIONS SUB CONSULTANT:
03 10 03 04 04 03 03 3. ROOFING CONTRACTOR SHALL REFER TO PLUMBING PLANS FOR
LOCATIONS OF VENTS THROUGH ROOF(VTR),AND SHALL SUPPLY AND
INSTALL NECESSARY FLASHINGS.
4. ALL COPINGS, DOWNSPOUTS AND METAL FLASHING SHALL BE AS
SPECIFIED AND PROVIDED AND INSTALLED BY ROOFING CONTRACTOR,
oe L----------- UNLESS OTHERWISE NOTED.
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5. LOCATION OF ALL ROOF PENETRATIONS TO BE SEPERATED A MINIMUM
T.O.R. 18'-0" T.O.P.20'-All 1-011 1-011 1 OF 18"FROM WALLS,OTHER PENETRATIONS, CURBS, PLATFORMS,
0 0 T.O.R. 18 -100 T.O.R. 18 T.O.P.20'-O"____j T.O.R. 18'-0" i F-------- SLEEPERS AND A MINIMUM OF 24"FROM ALL VALLEYS.
0 T.O.R. 181-911 0 T.O.R. 18'-9" T--
T.O.P.20'-0"
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Lu Lu 0. HANDLING UNITS, ROOF EQUIPMENT,STAIRWAY HATCH AND AS
T.O.R. 18'-9" CL u_ a- Lu E I I
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APPROXIMATE.
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to. T.O.R.261-611+
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T.O.R. 18'-9" +151-611 611 +151-611 O.R, 26-15"+/-+151-611 A9.1 0 +151-611 AFFECTING INSTALLATION WHETHER OR NOT SPECIFICALLY SHOWN.
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911
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T.O.R. 15 X
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0
0
# FINAL CHECK
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S4 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
F_-1 INITIAL DATE AR
DRAWN
/0001�9
L�3j CHECKED
\t-01/ H [L3 NAME DATE NO.C10620
LICENSE NUMBER FILE REN.07-31-05
NOTE: CITY OF RANCHO CUCAMONGA OF AO�o
PROJECT NAME CENTRAL PARK
CONTRACTOR SHALL VERIFY ALL PAD SIZES WITH SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 2002-04
EQUIPMENT MANUFACTURER& PROVIDE - 11200 BASELINE RD. RANCHO CUCAMONGA,CA 91701
DIMENSIONAL LAYOUT TO MECHANICAL FOR SHEET TITLE DRAWN BY: NSG
REVIEW & COORDINATE WITH STRUCTURAL
CHECKED BY: RAW
APPROVED
-0
DATE: 03-26-04
DATE COMMUNITY SERVICE DIRECTOR
APPROVED SHEET: A
SHEET OF Aw
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DATE DESCRIPTION APPROVED INITIAL DATE TITLE:
STREET
WATER/SEWER
GRO/DRAIN OVERALL
TRAFFIC EXTERIOR ELEVATIONS
FINAL CHECK
R/W
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SECTION KEYNOTES
12 CENTRAL
14
3 ONE"PIECE CLAY TILE ROOF TILE
SEE SPECS
POLYMER MODIFIED FIBER REINFORCED PORTLAND CEMENT
TOP PLA IPLASTER WITH ACRYLIC FINISH OVER LATH & 1/4" FOAM CORE 2
2234)"
PLASTERED FASCIA WITH CONCEALED GUTTER
.. ............. ............. Ifl...............c%4 G.I. FLASHING 19 so FIELD PAINTED
ORNAMENTAL METAL FENCING
IIIIPLASTERED CAP
FA I........... ...... ........ ....... I1 17 25 24 SLOPE 77 SUSPENDED ACOUSTICAL CEILING
RANCHO CUCAMONGA
IIISUSPENDED GYPSUM BOARD CEILING
IEXTERIOR CEMENT PLASTER CEILING OVER HIGH-RIBBED
IL!j METAL LATH AND 15# FELT
I12 IPRE-FABRICATED WOOD TRUSS
IIL 3 jo
L.Li
II22 ICONCRETE/METAL DECK ROOF- SEE STRUCTURAL
31 IIOOVE T&G
MECHANICAL DUCTING,- SEE MECHANICAL
z%; IX6 D.F.V-GR
RJM DESIGN GROUP
IEXHAUST FAN - SEE MECHANICAL 31591 CAMINO CAPISTRANO 12 SAN JUAN CAPISTRANO,CA 92675
25 949-493-2600 FAX 949-493-2690
TOP PLATE G.I. CRICKET
WWW.RJMDESIGNGROUP.COM
Ad1 0'4)" ..s ................... .......... ...... ............... ... .........
CONCRETE CURB 8" H MIN. - SEE MECHANICAL
CONSULTANT:
BOTTOM OF FASCIA 13 ROOF DRAIN AND OVERFLOW-SEE PLUMBING
IACCESS LADDER
Irl'2 PLYWOOD SHEARWALL WHERE OCCURS - SEE STRUCTURAL 9
SEE STRJJCTURAL
20 5/811 P LOOR SH I1-71 BENT 3/4 PLYWOOD 6"WIDE @ 24" O�C SCREWED TO
21 LLJI METAL STUD FRAMING
.............. ....... ................................. ........... ............... ....................I ...... ....... ....... 2X6 TIMBERST"RAND WOOD STUDS
Z 2
1 10 ...... DUCT SUPPORTS- SEE MECHANICAL
SUB CONSULTANT:
........... ............ ........ ....... .... ... ...... ........ ........ ...... ...... IBUILT-UP ROOFING - SEE SPECS
12 :%25 3 BATT INSULATION -SEE SPECS
U KUU
MEETIN M
LOUVER
rT2 15 SPARK ARRESTOR- 1/4"X 1/4" S.S. MESH
TOP I DOUBLE LINED METAL FLUE - 16" DIAM
30 GA. INNER LINER-26 GA. OUTER LINER
1 -0 A L E T I 3 PLATI� w L IN 1/2 I
FLEXIBLE FLASHING
FIREBRICK
1-011 30 C4- 31 48 HIGH FORM DAMPER
BOTTOM 6F FASCIA �op FINISH FLOOR
FINISH FLOO R C4
39 20 5"X 3"X 1/4 L.L.V. STEEL ANGLE LINTEL
............... C4 #5 BARS @24" O.C. E.W.1�j
10 #5 BARS @12" O.C. E.W.
... ............... uj
�77= EXTERIOR PLASTER OVER 121, CMU.
CONCEALED DOWNSPOUT- SEE PLUMBING 12 ......I 1!7j UNFINISHED WALLS AND CEILING IN THIS AREA -doo 3 METAL COLLAR WITH FIRE SAFING
3'-O" 7-58 COVE LIGHTING
14 Ago 2X8 TIMBERSTRAND WOOD STUDS
71/40 -42 1
51/8"X 18" WOOD FASCIA IULJ IF7, —0
1121 U N W A L L E C T I 1/2 1
FLOOD LIGHT- SEE ELECTRICAL TOPPLATE
221-011 22'-&' Nino
................... 0100000
............ ....... ..... ............................... ...... ................................. .................... 5 1/8"X 18" WOOD TRELLIS BEAMS - SEE REF. CEILING
ilq 7—wasp 03 Iu
or KITCHEN HOOD - SEE KITCHEN
r A&
I 'T ' =TEMPERED GLASS r%
0 If20140 so pa 201-011 . ..... ...... ................. .......... ..... ... ....... . ..... ........ .... ............ ........... ..................... 6" HARDWOOD BASE
T AV
-zmma= mum= --mamm Iui 6 METAL STUDS
DOOR BEYOND
118-Now
m MECHANICAL EQUIPMENT SEE MECH.
r2 lol--,tb 6" PLASTER SURROUND
I
LINE OF 1 HOUR SOFFIT BEYOND+191 20 1 SEE SECTION 4/A4.12 F,IORNAMENTAL METAL GATES FIELD PAINTED[!2j
ILINE OF OPERABLE WALL FLOOR TRACK
A LL WALL STORAGE POCKE S
Jo IYPI CAL AT AAA v IA 51 F—
AAAA AA AA
-AAAA 3
STANDING SEAM METAL ROOF PAINT TO MATCH BUILDING I1424--- 43 uj
ir
..............1211 CONTROL JOINT- SEE DETAIL 1 O/A9.6
r1000
25, LINEAR DIFFUSER- SEE MECHANICAL
....... IIIIIIIAM
2 5/8 TYPE 'X' GYPSUM BOARD - 2 LAYERS REQUIRED WHERE '000ON
fffJ JOISTS OR TRUSSES AR OVER 1611 O.C. FOR I HOUR CORRIDOR L3 9 INIIIIIIIIIIIIIIII111
DAMPER- SEE MECHANICAL
1101 19 3 I
uj
INTUMESCENT PAINT ALL EXPOSED STEEL z STACKED LEDGER STONE WITH ANCHORS PLATE TOP
PRE-CAST CONCRETE MANTLE
............. .......... ........................ ...... . ....... ....................... .......... P, BOTTOM OF FASCIA......... PRE-CAST CONCRETE HEARTH
2
V.C.T.AND RUBBER BASE
36
ICONTINUOUS SOFFIT VENT- SEE REFLECTED CEILING PLANS
..............�12 7 I2 L-:-j RIIIII METAL FLUE ADAPTER IN 10-1 BOND BEAM WITH (3)#3 BARS F J 'LC-ADAPTER KIT- JOHN WHITEMAN &ASSOC. 909-591-1572't mom CONCRETE FLUE LINER
Ii 9 FA 7 I9 Lu C4 FOR CITY USE ONLY
REVISIONS
DATE DESCRIPTION APPROVED INITIAL DATE
0. TITLE
<: 1�41 _j IIuj BULLETIN #22 STREET
z------ WATER/SEWER
GRO/DRAIN
Lu IWALL SECTIONS TRAFFIC
2w
IIALL"ALLERY IMAI FINAL CHECK
........ ...... ......... ............................... ................................................ R/W.. ............ uj-------- AS CONST.IFOR PRIVATE USE
M'"Al' a 1_0151:5Y THESE PLANS WERE PREPARED BY.c:1 IIri 8 ATE
INITIALD 9 DRAWN C4............ ....... ........... ...... .......... ........... ................. ....................... ...... ....... ................... ....... ........ CHECKED FINISH FLOOR FINISH FLOOR
MOOR FIN k NO.C106 FINISH ISH FLOO.... .. NAME DATE
REN.07-31-03 IN ]VIDEM FiLt
T -------7 7, C C M�1% k -GA
F RA 9F CA
CIT* CENTRALPARK PROJECT NAME JOB NO.: 2002-04 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: ROSS MAXWELL WALL SECTIONS CHECKED BY: ROSS MAXWELL APPROVED DATE: 2-6-04
DATE COMMUNITY SERVICE DIRECTOR SHEET:
------- APPROVED SHEET OF (5p DRAWING OF
If I-oil If 1 1-01 I -011 7.)WALL---- :� t _`ILTIU IN F 1/2, 1 6 W A L L S E C T 1U N U 1/2 4 WALL S E " T I `% N 1/2 1 DATE RCE NO. CITY ENGINEER A 9 Lil—LTJ
SECTION KEYNOTES
lk.�ENTRAL
ONE-PIECE CLAY TILE ROOF TILE
EE P
v, POLYMER MODIFED FIBER REINFORCED PORTLAND CEMENT
PLASTER WITH ACRYLIC FINISH OVER LATH & 1/4" FOAM CORE
PLASTERED FASCIA WITH CONCEALED GUTTER
_J,
G.I. FLASHING
Lij
ORNAMENTAL METAL FENCING- FIELD PAINTED
BOTTOM OF IA
T.7-
-011
7!-011 T - I I PLASTERED CAP A R r*L
I
2
III I LL
U7 4: U.:
d 0 SUSPENDED ACOUSTICAL CEILING RANCHO CUCAMONGA
u:
FIO.F.
SUSPENDED GYPSUM BOARD CEILING
C)
EXTERIOR CEMENT PLASTER CEILING OVER HIGH-RIBBED
FIO.,F.
.........
...... .........
...........
-FABRICATED WOOD TRUSS
PRE
....... no
.............
.... .....
CONCRETE/METAL DECK ROOF- SEE STRUCTURAL
........ ..... .. .....
-7,"".:7., ........ .. .. .
..........
."I. ...... MECHANICAL DUCTING- SEE MECHANICAL
r
............
..............
......... ...... ........... z 113J 1X6 D.F.V-GROOVE T&G
........... ......
........... .... RJM DESIGN GROUP
.........
................ . .... ...... .........
....... 31591 CAMINO CAPISTRANO
SEE MECHANICAL
F4
...... EXHAUST FAN
ui
............
........ ...... ...... SAN JUAN CAPISTRANO, CA 92675
CN 949-493-2600 FAX 949-493-2690
...... G.I. CRICKET
WWW.RJMDESIGNGROUP.COM
......... ...... .......
12
9.2
........ CONCRETE CURB 8 H MIN. - SEE MECHANICAL
CONSULTANT:
an
r
..............
SEE PLUMBING
........ C4
. .........
7 ROOF DRAIN AND OVERFLOW
..............
ACCESS LADDER
FT--
SEE STRUCTURAL
PLYWOOD SHEARWALL WHERE OCCURS
OR S� H 9 SEf�� CTURAL
5/8" P OD FLO
-FIN. FLR
BENT 3/4 PLYWOOD 6"WIDE @ 24" O.0 SCREWED TO
FIN R.00
METAL STUD FRAMING
2X6 TIMBER9TRAND WOOD STUDS""""'
DUCT SUPPORTS - SEE MECHANICAL SUB CONSULTANT.
9.2 25 114J BUILT-UP ROOFING - SEE SPECS
12
....... BATT INSULATION - SEE SPECS
3
LOUVER
W V A n
SPARK ARRESTOR- 1/4"X 1/4 S.S. MESH
L A AT k_j Awl K U 1/2 1 0
Y E I R A R'I E
LL ELE If %N AT E Top PLATE
DOUBLE LINED METAL FLUE 16" DIAM,
30 GA. INNER LINER 26 GA. OUTER LINER
FLEXIBLE FLASHING
FIREBRICK
12 ... ............
12,
.......... ........ ......
BOTTOM OF FASCI
3
i+k
3
48 HIGH FORM DAMPER
39
20
15
5"X 3"X 1/4" L.L.V. STEEL ANGLE LINTEL
C4
#5 BARS @24" O.C. E.W.
10
..........
#5 BARS @12" O.C. E.W.
r2
uj
EXTERIOR PLASTER OVER 121, Cmu.
y
F
12
CONCEALED DOWNSPOUT- SEE PLUMBING
I
3
UNFINISHED WALLS AND CEILING IN THIS AREA
V
v
7-55
IA
I
METAL COLLAR WITH FIRE SAFING
19 COVE LIGHTING
cup OIL
F
3: FE z
2X8 TIMBERSTRAND WOOD STUDS
171
--LL:j
5-1/8 X 18"WOOD FASCIA
UJ Z.
It
......................
..... 41/2
FLOOD LIGHT SEE ELECTRICAL
TOP PLATE
[!2j
......... IL
5 1/8" X 18"WOOD TRELLIS BEAMS SEE REF. CEILING
tow u
116 ......
KITCHEN HOOD SEE KITCHEN
96MM OF FASCIA
BMOM
r
7
t
7 1/4' �j
1171 'T ' =TEMPERED GLASS
............ r!-7 2W4u /,Ik
-7
20141
0
6" HARDWOOD BASE
OF PARAPET
FTOPOFPARAPET
r
6" METAL STUDS 'door
DOOR BEYOND
2
MECHANICAL EQUIPMENT- SEE MECH.
t
L
1!9j
-.9opp,
6" PLASTER SURROUND
119
I
--------------T
LINE OF 1 HOUR SOFFIT BEYOND
19
22
25
25
1201 SEE SECTION 4/A4.12
[!2j ORNAMENTAL METAL GATES - FIELD PAINTED
12
.12
1 LINE OF OPERABLE WALL FLOOR TR U.
OCKETS
142
TYPICALT ALL WALL STOR GE P
A
-A
STANDING SEAM METAL ROOF- PAINT TO MATCH BUILDING
uj
...................
...............
CONTROL JOINT- SEE DETAIL 10/A9.6
o;;o
12
:12
LINEAR DIFFUSER- SEE MECHANICAL
01
3 L
......... ............ 5/8"TYPEX' GYPSUM BOARD -2 LAYERS REQUIRED WHERE
JOISTS OR TRUSSES AR OVER 16"O.C.FOR I HOUR C RRID R
DAMPER- SEE MECHANICAL
3
U41
41
INTUMESCENT'PAINT ALL EXPOSED STEEL
191
5
uj
22
STACKED LEDGER STONE WITH ANCHORS
.01
TOP PTE TOP PLATE u
ffil Of oil
........... ....... ....... PRE-CAST CONCRETE MANTLE
..........
BOTTOM OF FASCIA
'OT. `OM OF FASCIA
[!2j PRE-CAST CONCRETE HEARTH
1364-4L—
..............
101
V.C.T. AND RUBBER BASE
64
LLJ
r
SEE REFLECTED CEILING PLANS
CONTINUOUS SOFFIT VENT
W-20
Rm
19
METAL FLUE ADAPTER IN 1011 BOND BEAM WITH (3)#3 BARS
'LC-ADAPTER KIT- JOHN WHITEMAN&ASSOC.909-591-15721
CONCRETE FLUE LINER
A A
REVISIONS
AA N 1�7 KY
ARC I%)E
A L L E DATE DESCRIPTION APPROVED INITIAL DATE
TITLE:
8/4/2003 ADDENDUM#1 STREET
C=LU
8
GRO/DRAIN
WALL SECTIONS
28 TRAFFIC
C14
U)
FINAL CHECK
28
o
AS CONST.
uj L
FOR PRIVATE USE
THESE PLANS WERE PREPARED BY:
INITIAL DATE A f?C
C4 R.
c
0,
DRAWN
.2
C14 9.
_'hNISH FLOOR CH
F ECKED
FIN FLOOR FINISH FLOOR /Ilk
N C1
fl�ISH FLOOR
/Ilk
NAME DATE
T
RE .0
LICENSE NUMBER FILE
C a C A
CIT F r"%Ak 'C M 0"D k 1 e`A CA'
9.4 PROJECT NAME CENTRALPARK JOB NO.: 2002-04
5
SENIOR CENTER AND COMMUNITY CENTER
11200 BASE LINE ROAD
DRAWN BY: ROSS MAXWELL
SHEET TITLE
WALL SECTIONS
CHECKED BY: ROSS MAXWELL
APPROVED
DATE: 2-6-04
DATE COMMUNITY SERVICE DIRECTOR
HEET:
APPROVED
ET OF
u
OF
W A W A 11 1-011 NO.
—011
11 1-011 1/2 1 DATE CITY ENGINEER
L N &v E '(I` T 1 1/2 1 6 L L E T I N 4 L L E T 1 1/2 1 RCE NO.
rj F*
E T
T U Lb UEN tRAL
ONE-PIECE CLAY TILE ROOF TILE
2r-W SEE SPECS
gnp�_..w�
mmrl� ,
POLYMER MODIFED FIBER REINFORCED PORTLAND CEMENT
PLASTER WITH ACRYLIC FINISH OVER LATH&1/4" FOAM CORE
f 19'\
PLASTERED FASCIA WITH CONCEALED GUTTER
2W4" G.I. FLASHING
25 24 TOP OF PARAPET ORNAMENTAL METAL FENCING- FIELD PAINTED
sun A IR
PLASTERED CAP
SUSPENDED ACOUSTICAL CEILING
25 RANCHO CUCAMONGA
El
SUSPENDED GYPSUM BOARD CEILING
......... EXTERIOR CEMENT PLASTER CEILING OVER HIGH-RIBBED
E .......... METAL LATH AND 15# FELT
mm, 6W�� &Yam ��X -62& PRE-FABRICATED WOOD TRUSS
SEE STRUCTURAL
CONCRETE/METAL DECK ROOF
MECHANICAL DUCTING-SEE MECHANICAL
I X6 D.F.V-GROOVE T&G
RJM DESIG GR UP
31591 CAMINO CAPISTRANO
EXHAUST FAN -SEE MECHANICAL
SAN JUAN CAPISTRANO,CA 92675
12 949-493-2600 FAX 949-493-2690
3 G.I.CRICKET WWW.RJMDESIGNGROUP.COM
CONCRETE CURB 8" H MIN.-SEE MECHANICAL CONSULTANT:
15
ROOF DRAIN AND OVERFLOW-SEE PLUMBING
I f
ACCESS LADDER
TOP PLATE
PLYWOOD SHEARWALL WHERE OCCURS -SEE STRUCTURAL
<)
SEE STRUCTURAL
Z 5/8"PLYWOOD FLOOR SHEATHING
............. ........
BOTTOM 01:FASCIA 21 (2) LAYERS BENT 1/411 TYPE 1X1 GYPSUM BOARD CEILING
/'20"'N 1^2 2X6 TIMBERSTRAND WOOD STUDS
C4 DUCT SUPPORTS-SEE MECHANICAL SUB CONSULTANT:
BUILT-UP ROOFING-SEE SPECS
BOTTOM 0 VANDOW
25
BATT INSULATION -SEE SPECS
26 LOUVER
25
SPARK ARRESTOR
MEETING ROOM WOMEN 12
3 DOUBLE LINED METAL FLUE
1/49 26 GA.OUTER LINER
Lo 31-',0111 30 GA. INNER LINER
F29] FLEXIBLE FLASHING
7.50
FIREBRICK
FULL WIDTH DAMPER
TOP P e%,000
LATE
E
2214" 5"X 3"X 1/4" L.L.V.STEEL ANGLE LINTEL -dam
2r4m 4w—
�q BOTTOM OF FASCIA
130TTOM OF FASCIA
#5 BARS @24"O.C. E.W.
3
57 12 2
FINISH FLOOR LIU;
#5 BARS @12"O.C. E.W.
36
2W-V EXTERIOR PLASTER OVER 12"CMU.
19
TOP OF PARAPET
21-� CONCEALED DOWNSPOUT-SEE PLUMBING 'Mob, UJI
ff V
V-60
%%J
lot LZ f r%
UNFINISHED WALLS AND CEILING IN THIS AREA
/119
>
ZZi
16
57 ;>
4no 0 1 0 . 9 & METAL COLLAR WITH FIRE SAFING
UY
5 24 1 1 1
25 5 _ZS1M. 1 .1 --,, I Limi
AF in
1-011 2X8 TIMBERSTRAND WOOD STUDS ff lu
W A L L S E C T 1U N L 1/2 1
dw 5 1/8"X 18"WOOD FASCIA
z 42 43
2r-W
FLOOD LIGHT-SEE ELECTRICAL
CL
te
21 5 1/8"X 18"WOOD TRELLIS BEAMS SEE REF.CEILING
r%
ILL.
KITCHEN HOOD SEE KITCHEN
90
4c 7
'T' =TEMPERED GLASS
TOP OF PARAPET
mv,
6"HARDWOOD BASE T.
SLOPE
% 6"METAL STUDS
C4
2
L__j
DOOR BEYOND
C4
6 C4
r---I C4
r___1 _ddp
Z
1241 17 -del fie
[±9j MECHANICAL EQUIPMENT-SEE MECH.
t
c0e UJ
Ej6"PLASTER SURROUND
50
................
........................... ........ /0-1�2 r---I
LINE OF 1 HOUR SOFFIT BEYOND
1511
EE SEE SECTION 4/A4.12
12 ORNAMENTAL METAL GATES- FIELD PAINTED
........ MIAIN EVENT ROOM uj
FTI
..........
. ..................
LINE OF OPERABLE WALL FLOOR TRACK
;>
F21 TYPICAL AT ALL WALL STORAGE POCKETS
r1,00
....................... ...........
12 STANDING SEAM METAL ROOF- PAINT TO MATCH BUILDING
3
....... 25 1 r1j,
CONTROL JOINT-SEE DETAIL 10/A9.6
25
.... ........
...........
............
11 A
MAIN L 0`1313Y LINEAR DIFFUSER-SEE MECHANICAL
------- 9-1
18
.................. ........
5/8"TYPEWGYPSUM BOARD -2 LAYERS REQUIRED WHERE Lu
KITCHEN \woof
................... JOISTS OR TRUSSES AR OVER 16"O.C. FOR I HOUR CORRIDOR
U)
DAMPER-SEE MECHANICAL
r9 TOP PLATE
................ ........
. ...............
............ . ......
............ ............. <
-j
INTUMESCENT PAINT ALL EXPOSED STEEL
109-V
WI
T ORS�'�',;,,t"'
.... .................. STACKED LEDGER STONE H ANCH
''�............... ........
4
3
............... ........ >1i
Li PRE-CAST CONCRETE MANTLE
ri 8 .9
PRE-CAST CONCRETE HEARTH
01
19
44 V.C.T.AND RUBBER BASE
FINISH FLOOR
FINWi FLOOR FINISH FLOOR ........
........... ...................
.....................................
FOR CITY USE ONLY
REVISIONS
DATE DESCRIPTION APPROVED INITIAL D
TITLE:
..................
................... STREET
Ile T E
WAiER/SEWER
GRO/DRAIN
WALL SECTIONS
TRAFFIC
FINAL CHECK
R/W
AS CONST.
THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
INITIAL DATE FL
10
DRAWN L I <-,
CHECKED
NAME DATE NO.CIO
FINISHFLOOR. LICENSE NUMBER FILE RE N.07-31-O!r
................... .............................. ............................. ................ .................................... .......................................................... ............ ................................... ................... ................ ............ ...... .................................................................................................... .................................. .............
11 A 0 16 A
CITY OF RAN'CHC) CUCAM N'GA OF c L
PROJECT NAME CENTIZALPARK
JOB NO.: 2002-04
SENIOR CENTER AND COMMUNITY CENTER
11200 BASE LINE ROAD
DRAWN BY: ROSS MAXWELL
SHEET TITLE
L SECTIONS
CHECKED BY: ROSS MAXWELL
APPRO 0
DATE: 7-21-03,
DATE COMMUNITY SERVICE DIRECTOR
SHEET:
SHEET OF
L A DRAWING
1 11 1-011 11 1-011 -f(vo NO. 017�
1-011 W A L L S E C T 1U N M 1/2 4 W . U No RK 1/2 1
W A L L S E (C.' T I N N 1/211 Al L S, E 'O'No T I L D�TE RCE NO. kOfY ENGINEER
Am A#wv om a wrams Ikm Ap% "p End%
mob, N It Y N
U"EN RAL
ONE-PIECE CLAY TILE ROOF TILE
*mom
SEE SPECS
Fil
POLYMER MODIFED FIBER REINFORCED PORTLAND CEMENT
PLASTER WITH ACRYLIC FINISH OVER LATH&1/4" FOAM CORE
3 PLASTERED FASCIA WITH CONCEALED GUTTER
G.I. FLASHING
ORNAMENTAL METAL FENCING- FIELD PAINTED
PLASTERED CAP
A JK
FilSUSPENDED ACOUSTI C*AL CEILING
RANCHO CUCAMONGA
SUSPENDED GYPSUM BOARD CEILING
EXTERIOR CEMENT PLASTER CEILING OVER HIGH-RIBBED
METAL LATH AND 15# FELT
PRE-FABRICATED WOOD TRUSS
CONCRETE/METAL DECK ROOF-SEE STRUCTURAL
MECHANICAL DUCTING-SEE MECHANICAL
I X6 D.F.V-GROOVE T&G
RJM DESIGN GROUP'
..........
EXHAUST FAN -SEE MECHANICAL 31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO,CA 92675
949-493-2600 FAX 949-493-2690
G.I. CRICKET WWW.RJMDESIGNGROUP.COM
1161 CONCRETE CURB 8" H MIN.-SEE MECHANICAL CONSULTANT:
ROOF DRAIN AND OVERFLOW-SEE PLUMBING
ACCESS LADDER
PLYWOOD SHEARWALL WHERE OCCURS -SEE STRUCTURAL
5/8" PLYWOOD FLOOR SHEATHING -SEE STRUCTURAL
25 (2) LAYERS BENT 1/4"TYPEWGYPSUM BOARD CEILING
2 2X6 TIMBERSTRAND WOOD STUDS
DUCT SUPPORTS-SEE MECHANICAL SUB CONSULTANT:
......... ... .......... ...... . ..... ............ .. ........ 30W
130TTOM OF FASCIA BOTTOM OF FASCIA
BUILT-UP ROOFING -SEE SPECS
..........
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CONTRACTOR TO REVIEW LOCATION OF ALL SHEET TITLE DRAWN BY: NSG
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08/04/03 ADDENDUM#1 STREET
Oil
08/15/03 ADDENDUM#3 WATER/SEWER
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11200 BASE LINE RD. RANCHO CUCAMONGA,,,CA 91701
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KEYNOTES
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NOTE- ALL ACCESSORIES ARE BOBRICK MODELS PAINTED GYP. BD.
SUBMIT ALTERNATE - SEE SPECS 1011
SEE NOTE BELOW FOR ADJUSTMENTS TO WRAP
DIMENSIONS FOR CHILDRENS FACILITIES PIPES F2 WALL "FIELD TILE" DALTILE 2" x 2" MOSAIC.
NAPKIN DISPOSAL NAPKIN DISPENSER u DRINKING FOUNTAIIN PAPER TOWEL ----TYPICAL LAVATORY
j � 1 26.
TOILET TISSUE
DISPENSER 4 DISPENSER Fo3] TILE PATTERNED WAINSCOT TOP- SEE DETAIL-4/A7.1
FAUCET CONTROLS AND OPERATING CLEAR FLOOR LIM
MECHANISMS MUST BE EASILY OPERATED SPACE
BY ONE HAND AND MUSE NOT REGUIRE 4rm F4 TILE PATTERNED BASE- SEE DETAI L- 3/A7.1
GRASPING, PINCHING, OR TWISTING OF THE
WRIST. THE FORCE NEEDED TO ACTIVATE m
CONTROLS SHALL NOT EXCEED 5 LBS. FOR 05 LAVATORY COUNTER TOP; CORIAN ADOBE (C)
LEVEL OPERATED OR 15 LBS. FOR PUSH TYPE. 0
GRAB BAR BACKING AND ATTACHMENT SHALL
F6 RECESSED FLUORESCENT LIGHT COVE - SEE DETAIL- 23/A9�5 9_0
BE DESIGNED FOR A 250 LB. POINT LOAD. 10 '6 -1 A
SELF-CLOSING VALVES ARE ALLOWED IF THE - .1
FAUCET REMAINS OPEN FOR AT LEAST 10 SECS, r RECESSED FLUORESCENT LIGHT TROUGH WITH 1/2" x 1/2"
WALL HUNG LAV. TdILET COMPARTMENT WATER CLOSET URINAL H WHITE ACRYLIC EGGCRATE DIFFUSION RANCHO CUC"ONGA
PANEL
A E K SEAT COVER DISPENSER PAPERTOWEL DOOR- SEE DOOR SCHEDULE
TOILET CENTERLINE FROM WALL 18- 15" 12" B-301 DISPENSER WALL MOUNTED WATER CLOSET
TOILET SEAT HEIGHT 17" - 19" 15" 10" - 12" B-359 El
GRAB BAR HEIGHT (SIDE) 33" 27" 10" 4!-0' MIN.
TOILET PAPER IN FRONT OF TOILET 12" MAX. 6- MAX, 6- MAX. .�MIRROR 18.x 30' URINAL
NAPKIN DISPOSAL IN FRONT OF TOILET 12" MAX. N/A N/A 2'-0' MIN. 36' CRAB BAR B-1555-1830 F o�
DISPENSER OR MIRROR HEIGHT 40" MAX. 36- MAX, 32" MAX. PLASTIC LAMINATED COUNTERTOP
12* 427 GRAB BAR W/RAISED BULL NOSED EDGE WALL MOUNTED LIGHT FIXTURE
LAVATORY/SINK KNEE CLEARANCE 29 MIN. 24' MIN. 22' MIN, /--SOAP DISPENSER - 8-306
cn
LAVATORY/SINK TOP HEIGHT 34" MAX, 29" MAX. 24" MAX.
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URINAL LIP HEIGHT 17 MAX. In 15" MIN. 10" MIN. z 0
URINAL FLUSH HANDLE HEIGHT 44" MAX. 36" MAX. 28" MAX. 0 12 PLASTIC LAMINATE CABINET
DRINKING FOUNTAIN BUBBLER HEIGHT 36" MAX. 31" MAX. 24" MAX.
DRINKING FOUNTAIN KNEE CLEARANCE 27" MIN. 24" MIN. 22" MIN� <
RAMP/STAIR HANDRAIL HEIGHT 34" 38" 27" 22" TOILET TISSUE vi� PLASTIC LAMINATE COUNTERTOP AND FLASHING
z RJM DESIGN GROUP
DISPENSER
B-274
L L 31591 CAMINO CAPISTRANO
A = ADULT DIMENSIONS (AGE 12 AND OVER) SAN JUAN CAPISTRANO, CA 92675
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K L I R(C)0 M FIXTURE MOUN""w_IN(`j I I a I("i"r I s 010IN
Q2)36" LONG GRAB BAR, 1-1/2" DIA. - BOBRICK B-550 x 36
01-1% AM
Q3)MIRROR WITH STAINLESS STEEL FRAME / B - 290 7236 OR EQUAL.
SIZE TO FIT OPENING. SEE INTERIOR ELEVATION
Q4) B-43944 CONTURA SERIES PAPER TOWEL DISPENSER/WASTE
RECEPTACLE. (RECESSED IN WALL).
B-43500 CONTURA SERIES SANITARY NAPKIN /TAMPON
VENDOR (RECESSED IN WALL).
B-8221 TOP- FILLED SOAP DISPENSERS.
ON 3'-0" x 7'-0" DOOR INSTALL IDENTIFICATION SYMBOL FOR
HANDICAP ACCESSIBLE TOILETS AND RAISED LETTER BRAILLE
SUB CONSULTANT:
4 4 SIGN ON LATCH SIDE . SEE SIGN PACKAGE
r4 4� ---------
A7.1 A7.1 B-357 DBL. SIDED, SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL
A7.1 A7.1 U8 AND TOILET TISSUE DISPENSER. (PARTITION MOUNTED). WOMEN'S.
J9B-3571 SEAT-COVER DISPENSER,SANITARY NAPKIN DISPOSAL
AND TOILET TISSUE DISPENSER. I SIDED.(RECESSED WALL MOUNTED):
A,�
WOMEN'S.
_T
oop SOO, B-3574 SEAT-COVER DISPENSER,SANITARY NAPKIN DISPOSAL,AND TOILET
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B-3474 SEAT-COVER DISPENSER,AND TOILET TISSUE DISPENSER.
3
0 (RECESSED IN WALL); MEN'S.
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CD� B-347 SINGLE SIDED,SEAT-COVER DISPENSER, AND TOILET TISSUE
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Q3J B-4362 CONTURA SERIES PAPER TOWEL DISPENSER.
40
�o �o 177
A RESTROOM B RESTROOM I/�3 A RESTROOM B RESTROOM 3 U4 FLOOR MOUNTED SOLID PHENOLIC PARTITION SYSTEM
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INTERI R
08/15/03 ADDENDUM#3 WATER/SEWER
...... 117'1
2 3 v 2 (09) 2 8 1 3
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08/26/03 ADDENDUM#4
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11/05/03 BULLETIN#2 TRAFFIC
11/25/0-3 BULLETIN#4 FINAL CHECK
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12/22/03 BULLETIN#6
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01/14/04 BULLETIN#9 AS CONST.
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02/6/04 BULLETIN #11
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INITIAL DATE A R
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SHEET OF
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CUSTOM MILLWORK
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F22 PRE-CAST CONCRETE
MANTEL SUB CONSULTANT:
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PLASTIC LAMINATE
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DATE DESCRIPTION APPROVED INITIAL DATE TITLE:
16 1
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DATE: 08-04-03
DATE COMMUNITY SERVICE DIRECTOR
APPROVED SHE SHEET: A
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S 1/4ff T 0 DATE RCE NO. /CITY ENGINEER
&Z
17
E
F�
A9.5
F=E
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KEYNOTES
ENTRAL
B5
00,
PAINTED GYP. BOARD
ISE vw) E
9A 28
PI-4 25 27 PI-4 1-511 1 26 PL5 41 07 1 07 01 07 24 07 23 �L4
CA 41
CHERRY STAINED OAK TRIM
E
WALL COVERING
04 WALL COVERING
U2
Nop
ELECTRONICALLY OPERATED
E
7 —
[16J PANELIZED WOOD DOOR
r--N�
op,
A
\JT I qj,�, PAINTED ALUMINUM
WINDOW& DOOR SYSTEM
E
RANCHO CUCAMONGA
4 4 r= =1� 1= —1�
I= =f — —1= =1 DECORATIVE CEILING HUNG
0 0
0 0
E PENDANT LIGHT FIXTURE
777
ALP CUSTOM ACOUSTICAL CEILING
PANEL
PORTABLE PLATFORM
\v A
C14 L E
jjjl BUILT-IN PLATFORM
FLUORESCENT LIGHT
A ARTS & CRAFTS ROOM 107 NORTH WALL B ARTS & CRAFTS ROOM 107 , WEST WALL
COVE; SEE DETAIL: 13/A9.5
12 J3 WALL SCONCE RJM DESIGN GROUP
31591 CAMINO CAPISTRANO
WALL MOUNTED PLAQUE
JUAN CAPISTRANO, CA 92675
ROOM SIGNAGE
949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
15 RECESSED DISPLAY CASE; SEE DETAIL 25/A9.8
CONSUI ANT:
WATER FOUNTAIN
E
17 Vx VPORCELAIN WALL
6.11 x 6" PORCELAIN WALL
LL9j STACKED LEDGER STONE
A R T!S* & Cow 4 b R A F T05) ffK'w 4 0`0 0 M 410 1"" a "' A r=
CUSTOM MILLWORK
RECEPTION DESK.
SEE DETAIL SHT.A/7.14
ECUSTOM MILLWORK
BOOKCASE
B5 B5 PRE - CAST CONCRETE SUB CONSULTANT:
38 01 24 A 1071 C A L!J2 MANTEL
PLASTIC LAMINATE
24 CABINET DOORS
masommomm
1�4j RUBBER BASE
1� PLASTIC LAMINATE UPPER CABINETS
HPLASTIC LAMINATE
COUNTER AND BACK SPLASH
9
b, PLASTIC LAMINATE
CN
LOWER CABINETS
SEE DOOR SCHEDULE
IE] I L 1-1:1 El I L—j L-J El El El El L-1
PLASTIC LAMINATE
�9j BENCH
Cie
ADJUSTABLE BALLET BAR
SEE DETAIL-21/A9.6&22/A9.6
MIRROR cx
C ARTS & CRAFTS ROOM 107m SOUTH WALL D ARTS & CRAFTS ROOM 107 a EAST WALL uj
EHALF DOOR/SEE MILLWORK DWGS. F-mom
-loop
LOUVERED DOOR Ale.10
SEE DOOR SCHEDULE Lu
[2.4j PASS THROUGH W/OVERHEAD ROLL
09 11% DOWN DOOR u
CUSTOM MILLWORK
[2J5
REFRESHMENT COUNTER
116J CHERRY STAINED OAK VENEER
amp lomoth,
TRIM
0"/w SCALE SLIDING GLASS WINDOW A
ARTS" ("ZRARro" R"" A'M '04 1/e PAINTED WOOD 1 x 4 CHAIR RAIL :D
FIRE EXTINGUISHER (RECESSED) -SEE SPECS. U
A L!9j .000010
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21 AIR REGISTER -014
B5 PI-2 PL2 PL2 E U to,%
PL3 B5 ADJUSTABLE PLASTIC LAMINATE SHELVING -
PL3 PL3
1491 30 1 E WILSON ART D-30-60 NATURAL ALMOND
13 01 31 49 24 1071 07 ol B 1 [29 B
Fl PL5 I PL5 07 41] PL6 12 07 50 12 28 23 01 50 29 AV
F
9.5 mom
imam 4*% 21 GLASS DOORS TO DISPLAY CABINET
21 21
*4 op 43 DISPLAY SHELVING
Nop SEE DETAIL:30/A9.8
1 10'
-.1* 11-611 V-69 EXTERIOR ACRYLIC PLASTER
00"
oo
21 31-45
45 PLASTIC LAMINATE COUNTERTOP
31-4" 0 0 31-4n EQUAL
TV -j F7 uj
EQUA z Typ. z TV
K 7 -j I
46 MARKER BOARD,
-40
5'x 4' SLAT WALL CHERRY STAINED
mollmow
9 F---7
It-on 9
IX8" V-8"
48 PENCIL DRAWER Limi
C4
Al 4*01 lc//,71 Ill 21
0 10% 0 0 0 49 TELEVISION LOCATION
EQ. EQ. EQ.
50 SPEA1�TION Lx
A/ y/z L NOTE: INTERIOR OF ALL PLASTIC LAMINATE 0
1�77
\v CABINET TO BE WILSON ART D-30-60
101-00 101-0" 101-011 101.011 MEMEEM!
------------- -------------- ----------------7 f- NATURAL ALMOND monow
ff
r22 /0023
A MULTI PURPOSE ROOM 112 NORTH WALL ff-------- C MULTIEPURPOSE ROOM 112 n SOUTH WALL D MULTI=PURPOSE ROOM 112 EAST WALL
1� .6 .6 m sm "Ek"D %IJ uj
LLU N
DOOR TYPE
WINDOW TYPE
ME SCALE PAINT COLOR WALL COVERING
mLTlmP"RP0^E 'ROOM 112
BASE (TYPE COLOR)
PLASTIC LAMINATE (TYPE/COLOR)
B8 88
- REVISIONS FOR CITY USE ONLY INITIAL DATE
TITLE:
24 B 24 41 38 01 24 07 A 23 01 41 25 2 27 PL2 P4 23 DATE DESCRIPTION' APPROVED
'8
02/6/OT BULLE'TIN#1 I
# WATER/$EWER
*A op 1� 1 06/08/04 BULLETIN.#119 GRO/DfiAIN INTERIOR ELEVATIONS
06/367/04 BULLETIN#20 TRAFFP:
07/27/04 BULLETIN#2= FINA�CHECK
El
7- AS!CONST.
==MOM
THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
E:l
ol
INITIAL DATE
C4
0 Sid 00 t FAWN
0 ---1 F----'-1 F 0 0
OECKED
9 77- 7. 77- 77
Z-) = —'IS' .cl Zu
N => NAME DATE
silo LICENSE NUMBER FILE REN.07-31-05
CITY OF RANCHO CUCAMON
CA%�
A MEETING ROOM 114 NORTH WALL C MEETING ROOM 114mi SOUTH WALL D MEETING ROOM 114 EAST PROJECT NAME CENTRALPARK JOB NO.: 2002-04
SENIOR CENTER AND COMMUNITY CENTER
11200 BASE LINE RD. RANCHO CUCAMONGA,,CA 91701
SHEET TITLE DRAWN BY: NSG
INTERIOR ELEVATIONS
CHECKED BY: RAW
APPROVED
DATE: 03-26-04
DATE COMMUNITY SERVICE DIRECTOR
APPROVED SHEET 50�� OF Z:j(.0 SHEET:
SCALE A DRAWING OF
MEETIN"U" R(ONO"M -41-`14 4 kTE RCE NO. CITY ENGINEER
Lj�4,V L2 EfEl
EE ILI
Efl 5��5 I f:1=
I I
N
E
El El I I
KEYNOTES
ENTRAL
PAINTED GYP. BOARD
B9
Pi B9 B9 Pi CHERRY STAINED OAK TRIM
E
24 38 24 PLI 0 25 41 26 PL9 27 PL1 0 0 28 24 38 A 07 E WALL COVERING LINE F.-
L4 WALL COVERING
ELECTRONICALLY OPERATED
Ne __1 El= E MOVABLE ACOUSTIC PARTITION
P A R K
EPANELIZED WOOD DOOR
E:::f 0 RANCHO CUCAMONGA
e PAINTED ALUMINUM
E WINDOW & DOOR SYSTEM
DECORATIVE CEILING HUNG
E PENDANT LIGHT FIXTURE
Lj El
PANEL
Lj E CUSTOM ACOUSTICAL CEILING
CN
><= co PORTABLE PLATFORM
EBUILT-IN PLATFORM
l
(D FLUORESCENT LIGHT
RJM DESIGN GROUP
COVE; SEE DETAIL: 13/A9.5
A MEETING ROOM 122 NORTH WALL B MEETING ROOM 122 WEST WALL C MEETING ROOM 122 SOUTH WALL
31591 CAMINO CAPISTRANO
WALL SCONCE
SAN JUAN CAPISTRANO,CA 92675
949-493-2600 FAX 949-493-2690
WALL MOUNTED PLAQUE - WWW.RJMDESIGNGROUP.COM
ROOM SIGNAGE
CONSULTANT:
RECESSED DISPLAY CASE; SEE DETAIL 25/A9.8
116J WATER FOUNTAIN
1' x 1' PORCELAIN WALL
6" x 6" PORCELAIN WALL
Efl
SCALE 04
MEETUNG"N R(pi"'O"M -`122 ile � ll'moff I STACKED LEDGER STONE
E
ZCUSTOM MILLWORK
RECEPTION DESK.
SEE DETAIL SHT. A/7.14 m
ElCUSTOM MILLWORK SUB CONSULTANT:
BOOKCASE
PRE - CAST CONCRETE
B8 B8 /Pi B8 Pi Pi B8 MANTEL
25 PL9 P-5 PL9 PL6 38 PLASTIC LAMINATE
A 24 FO 7� A 38 24 [�3j CABINET DOORS
141 1 26 1* *)A C 24 38
sop
900 H RUBBER BASE
PLASTIC LAMINATE UPPER CABINETS
oo PLASTIC LAMINATE
§01 COUNTER AND BACK SPLASH
E
LI u..'-
�0_01
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PLASTIC LAMINATE
El LOWER CABINETS
N �Lj E_j L___j I
0 0 0 0 *,lot E SEE DOOR SCHEDULE
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PLASTIC LAMINATE -.do
BENCH
1 ADJUSTABLE BALLET BAR
Z SEE DETAIL- 22/A9.6&23/A9.6 LLJ
MIRROR F_
mmi wommow
A MEETING ROOM 123 NORTH WALL B MEETING ROOM 123 WEST WALL C MEETING ROOM 123 SOUTH WALL D MEETING ROOM 123 EAST WALL -.00
[12J HALF DOOR/SEE MILLWORK DWGS. j9:::L
Lu
ELOUVERED DOOR
SEE DOOR SCHEDULE u
40 PASS THROUGH W/OVERHEAD ROLL
E DOWN DOOR Z >.
ECUSTOM MILLWORK
REFRESHMENT COUNTER z 0
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TRIM uj
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IL A - ME PAINTED WOOD 1 x 4 CHAIR RAIL
< u
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ME FIR%N"G' ROOM -412%3% off
:e Aa FIRE EXTINGUISHER (RECESSED) - SEE SPECS. 494:
L!9j
U
AIR REGISTER
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cl* WILSON ART D-30-60 NATURAL ALMOND z
ldlmwab�
B10 B10 B10 B10 f, A 0
r 1 25 PL9 P5 r I (*__A� Pi Pl 1 GLASS DOORS TO DISPLAY CABINET %%J U Z
2 27 PL1 1 26 PL9 41 28 FO-11 24 1071 38 25 38 24 41 07 C 24 38 DISPLAY SHELVING
L Lv —T— L___j ---------- OPINION
z
1�140' EXTERIOR ACRYLIC PLASTER
E___j E PLASTIC LAMINATE COUNTERTOP < uj
7
[f6j MARKER BOARD LL.
Lt
r cl)
0 Z
------- NOTE: INTERIOR OF ALL PLASTIC LAMINATE f I uj
c� CABINET TO BE WILSON ART D-30-60
0 NATURAL ALMOND u
0
T 7 ;7o;rT-
C L#
cl
La EU"E ND
u po"w%
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t9
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V)
PAINT COLOR /WALL COVERING
BASE (TYPE / COLOR) <
PLASTIC LAMINATE (TYPE COLOR)
A, A ,4 A SCALE
MEETING""' Rt*'J'P'%OM _IZ4 ilea= 1-pnoff 3 FOR CITY USE ONLY
DATE DESCRIPTION APPROVED INITIAL DATE
B8 B8 B8 08/15/03 ADDENDUM#3 STREET TITLE:
PL1 7 PL4 01 04 01 077 C 27 PL4 1 3 44 PL1 08/26/03 ADDENDUM#4 WATER/SEWER
— L__j 25 PL4 26 PL1 27 PL4 28 01 24 01 25 PL4 26 PLI 27 PL4 24 01 24 25 PL4 26 PL1 27 PL4 11/05/03 BULLETIN #2 GRO/DRAIN
11/25/03 BULLETIN #4 TRAFFIC INTERIOR ELEVATIONS
71-01' 01/14/04 BULLETIN #9 R/W
61-Ot'
02/6/04 BULLETIN #11 AS CONST.
03/26/04 BULLETIN #14
BULLETIN #19
06/08/04
7
in THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
cn
INITIAL DATE ARC-
iL I "ek Ll \u' I �tlk I
C14 R
0
DRAWN
0
0 CHECKED
NAME DATE NO.Cl
REN.07-31
LICENSE NUMBER FILE
%6o 1 -05
I'x
(D CITY OF RANCHO CUCAMONGA 0 F PA, 0
C YMCA OFFICE 127 SOUTH WALL PROJECT NAME TMNTRAL PARK
B YMCA OFFICE 127 , WEST WALL B WEST WALL 119 C SOUTH WALL 119 D EAST WALL 119 SENIOR CENTER AND COMMUNITY CENTER JOB NO.. 2002-04
11200 BASELINE RD. RANCHO CUCAMONGA, CA 917ni
SHEET TITLE DRAWN BY: NSG
D EAST WALL 150 (NO DOOit IN M 150) A NORTH WALL 150 B WEST WALL 150 INTERIOR ELEVATIONS CHECKED BY: RAW
APPROVED
DATE: 03-26-04
DATE COMMUNITY SERVICE DIRECTOR
I I SHEET-
APPROVED SHEET C.3 OF Z�L A
A SCALE -0d.04 401% SCALE DRAWING
NO,
A YM(,.,A 0"WHI(Cvol 1`27 1/4# 1.*uw 5 "R lom & 150 UrtmiZ. .=..m 017� A/
MOM DATE RCE NO. CITY ENGINEER 2p'l
mile
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Lv IV
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KEYNOTES
CENTRAL
stPAINTED GYP. BOARD
A.
CHERRY STAINED OAK TRIM
E
B6 B6 B6
Pi Pi Pi WALL COVERING
24 24 38 24 38
38 H
EWALL COVERING
05 P,
MOVABLE ACOUSTIC PARTITION
04 op 1%op
EPANELIZED WOOD DOOR P A R K
07 PAINTED ALUMINUM RANCHO CUCAMONGA
WINDOW& DOOR SYSTEM
F111 El
DECORATIVE CEILING HUNG
77 No E PENDANT LIGHT FIXTURE
F-1 7 77 CUSTOM ACOUSTICAL CEILING
EPAN EL
F-1 7 F-11 F-]::]
PORTABLE PLATFORM
c�
-1-1 F1:1 7 7 F-17 F�7 F�
0 0 BUILT-IN PLATFORM
El
F]F] E]E] ILL] FLUORESCENT LIGHT
COVE; SEE DETAIL: 13/A9.5
RJM DESIGN GROUP
Idl WALL SCONCE
31591 CAMINO CAPISTRANO
S WALL MOUNTED PLAQUE - SAN JUAN CAPISTRANO,CA 92675
H ROOM SIGNAGE 949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
A YMCA TEEN DROP-IN ROOM 129 NORTH WALL B YMCA TEEN DROP,IN ROOM 129 WEST WALL D YMCA TEEN DROP,IN ROOM 129 , EAST WALL
RECESSED DISPLAY CASE; SEE DETAIL 25/A9.8
mm�
CONSULTANT:
WATER FOUNTAIN
H
1'x 1' PORCELAIN WALL
E6 x 6" PORCELAIN WALL
SCALE STACKED LEDGER STONE
If El
YM(CA TEEN DROPoIN ROOM 129
CUSTOM MILLWORK
RECEPTION DESK.
SEE DETAIL SHT. A/7.14
ECUSTOM MILLWORK
BOOKCASE
SUB CONSULTANT:
HPRE - CAST CONCRETE
MANTEL
B6 B6 B6 PLASTIC LAMINATE
H CABINET DOORS
24 26 PL5 27 PL4 41 1391 07 01 07 01 24 01 24 28
L!J4 RUBBER BASE
Lv
EPLASTIC LAMINATE UPPER CABINETS
EPLASTIC LAMINATE
COUNTER AND BACK SPLASH
E7 El :1 F-111 EIE: E PLASTIC LAMINATE
LOWER CABINETS
FIE_ D 7 :n:17 1 E SEE DOOR SCHEDULE
PLASTIC LAMINATE
BENCH
CN
1E I E:ILJ El El I E1:1 F�7 7:111 R ADJUSTABLE BALLET BAR
0 0 0 0 Z SEE DETAIL- 22/A9.6&23/A9.6
1:117 El 1:11:1 t 1 0—[]] L:j 0 MIRROR
L uj
c14
17
I Fe HALF DOOR/SEE MILLWORK DWGS,
El z
UE r__' LOUVERED DOOR
L!3
SEE DOOR SCHEDULE Lu
up A SENIOR'S GAME ROOM 137 , NORTH WALL B SENIOR'S GAME ROOM 137 WEST WALL D SENIOR"S GAME ROOM 137 , EAST WALL PASS THROUGH W/ OVERHEAD ROLL 0 u
E DOWN DOOR
CUSTOM MILLWORK
REFRESHMENT COUNTER Z >
CHERRY STAINED OAK VENEER
H TRIM 0
z
SLIDING GLASS WINDOW
mono :D
z
20 A PAINTED WOOD 1 x 4 CHAIR RAIL
SCALE
a
SENIOR b UAME ROOM 137 ve low FIRE EXTINGUISHER (RECESSED) -SEE SPECS.
zoo:
21 AIR REGISTER
us DJUSTABLE PLASTIC LAMINATE SHELVING
41 WILSON ART D-30-'O NATU;�L ALMOND
Ak 0
88 Pi 17 B8 Pi B8 42 GLASS DOORS TO DISPLAY CABINET
A9. r=
I B I
24 38 '24 38 1411 28 1 24 25 PL2 26 PLJ 2 PL2 1281 L3J DISPLAY SHELVING
SEE DETAIL: 30/A9.8
sop E EXTERIOR ACRYLIC PLASTER z 4<
L�5j PLASTIC LAMINATE COUNTERTOP
uj
46 MARKER BOARD
A
NOTE: INTERIOR OF ALL PLASTIC LAMINA I L z
�:!j CABINET TO BE WILSON ART D-30-60
NATURAL ALMOND 0 uj
El E:1 El E]EI A
0 0 0 0
L E E N U %4mj u
77 F 711,17 IT7__Tz:;To�_
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A
F 11/ 1 1 __ - - \�I I- I DOOR TYPE
< Cie
kill
CD WINDOW TYPE z
A YMCA MEETING ROOM 135 & 134 , NORTH WALL B YMCA MEETING ROOM 135 - WEST
PAINT COLOR/WALL COVERING uj
BASE (TYPE/ COLOR)
PLASTIC LAMINATE (TYPE COLOR) Cole
0 A 1 2,% *40%tillilill 'i -,d 11% f— SCALE
Ymt...A MEETINU Ku%jm 134 &Aft Ti we 1,tv
REVISIONS FOR CITY USE ONLY
DATE DESCRIPTION APPROVED INITIAL DATE TITLE:
08/04/03 ADDENDUM#1 STREET
rl 7 08/15/03 ADDENDUM#3 WATER/SEWER
B8 B8
Pi P1 08/26/03 ADDENDUM#4 GRO/DRAIN INTERIOR ELEVATIONS
nrZ TRAFFIC
1411a PL2 26 PL5 L;L7LIPL2 1 28
24 38 — 38 A 24 41 28 FINAL CHECK
05 L7_j
THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
INITIAL DATE
F-1 4, . 77. E-1 7-=7 — 7NzZ- -,---x7- R.
DRAWN ok%
Ilk
CHECKED
NAME DATE NO.C1 6
%LIP LICENSE NUMBER FILE REN.07-31
0 0 0 0 0 0 0 0
El El L El L -77
CITY OF RANCHO CUCAMONGA
OP CA�,
E:]E::]
L11PROJECT NAME T L RK
JOB NO.: 2002-04
SENIOR CENTER AND MMUNITY CENTER
S 11200 BASE LINE RD. RANCHO CUCAMONGA,CA 91701
DRAWN BY: NSG
SHEET TITLE
C YMCA MEETING ROOM 134 & 135 , SOUTH WALL D YMCA MEETING. ROOM 134 , EAST
INTE,51OR ELEV T
�,IONS
CHECKED BY: RAW
A
APPROVED
DATE: 08-04-03
DATE COMMUNITY SERVICE DIRECTOR
SHEET:
APPROVED
45�f* 0 F
SHEET
SCALE DRAWING OF
10 1cl jo -IN 0.
%T'M(Cl A M E E T UNk " Ru"U"M 13 4 1.3 5 4
DATE RCE NO. CITY ENGINEER
Ell
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LASS DOORS To DISPLAY
5
F
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"o"ENTRAL
EPAINTED GYP. BOARD
rl"7 B8 B8 CHERRY STAINED OAK TRIM
B8 Pi
25 PL2 PL2 A
26 PL5 27 21-r 28 0q
38 ""A E 41 28 H WALL COVERING
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Cl
CUSTOM ACOUSTICAL CEILING
0 0 0 0 0 0 0 0 E
PORTABLE PLATFORM
11 BUILT-IN PLATFORM
FLUORESCENT LIGHT
Q9 COVE; SEE DETAIL: 13/A9.5
RJM DESIGN GROUP
WALL SCONCE
WEST WALL E 31591 CAMINO CAPISTRANO
A MEETING ROOMS 139 & 140 , NORTH WALL B MEETING ROOM 139 SAN JUAN CAPISTRANO CA 92 75
EWALL MOUNTED PLAQUE- 949-493-2600 FAX 949-493-2690
ROOM SIGNAG-E WWW.RJMDESIGNGROUP.COM
RECESSED DISPLAY CASE; SEE DETAIL 25/A9.8 CONSULTANT:
EWATER FOUNTAIN
Vx 1' PORCELAIN WALL
r=
L il 611 x 6" PORCELAIN WALL
Ae% SCALE STACKED LEDGER STONE
MEETING ROOM 13"9 & -414U ur -r-ow CUSTOM MILLWORK
RECEPTION DESK.
Z
SEE DETAIL SHT.A/7.14
CUSTOM MILLWORK
BOOKCASE SUB CONSULTANT:
EPRE - CAST CONCRETE
MANTEL
Al 17 PLASTIC LAMINATE
z CABINET DOORS
Pi <,B 8 B8 Pi B8 RUBBER BASE
24 24 1071 38 41 28 24 27 PL2 26 PL5 25 PL2 01 1281
38 LTJ PLASTIC LAMINATE UPPER CABINETS
NO E
Sop E PLASTIC LAMINATE
COUNTER AND BACK SPLASH
EPLASTIC LAMINATE
LOWER CABINETS
r-------7-1
SEE DOOR SCHEDULE
E
b El
NO PLASTIC LAMINATE
-I=El I -J 0 0 BENCH
30 ADJUSTABLE BALLET BAR
SEE DETAIL- 22/A9.6&23/A9.6
\lEpj dE v. MIRROR uj
CD Q9 E HALF DOOR/SEE MILLWORK DWGS.
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C MEETING ROOMS 140 & 139 , SOUTH WALL D MEETING ROOM 140 EAST WALL SEE DOOR SCHEDULE uj
Ah
PASS THROUGH W/OVERHEAD ROLL (D U
DOWN DOOR
CUSTOM MILLWORK z
REFRESHMENT COUNTER
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A 0 'CAL,
#0%
FIRE EXTINGUISHER (RECESSED) - SEE SPECS.
MEETIN(] ROOM-,-40%j'% & -44
2
U. AIR REGISTER u
rA
ADJUSTABLE PLASTIC LAMINATE SHELVING -
WILSON ART D-30_A'0 NATURAL ALMOND Z 0
42 GLASS DOORS TO DISPLAY CABINET
0
B5 B5
B5 B5 <Pl)
Pi op, DISPLAY SHELVING
r= IF 1 A A� 24 23 E
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Ir? L� 1__� 7 _�_r
24 01
'A op PLASTIC LAMINATE COUNTERTOP
11 Lu
46 MARKER BOARD
Nje A
/NOTE: INTERIOR OF ALL PLASTIC LAMINATE
t I
CABINET TO BE WILSON ART D-30-60
uj
NATURAL ALMOND A&I lot\, ff 11
0 %001 0 0 101 1 L E G�En N D
7;1
DOOR TYPE
T
WINDOW TYPE z
Lu
A ARTS & CRAFTS ROOM 142 NORTH WALL C ARTS & CRAFTS ROOM 142 , SOUTH WALL D ARTS & CRAFTS ROOM 142 , EAST WALL
PAINT COLOR/WALL COVERING
BASE (TYPE / COLOR)
PLASTIC LAMINATE (TYPE COLOR)
Cie
V% lom 0% Avo%M`% A 0" W% f"%Avm'%� k A SCALE
AKT�) k.,KAFT.*) K%,.jUM -14Z 3
FOR CITY USE ONLY
REVISIONS
DATE DESCRIPTION APPROVED IN TIAL DATE
TITLE-
STREET
08/04/03 ADDENDUM#1
WATER/SEWER
08/15/03 ADDENDUM#3
B8 B8 B8 B8 GRO/DRAIN
08/26/03 ADDENDUM#4
INTERIOR ELEVATIONS
TRAFFIC
1231 1411 26 PL4 PL 01 24 28
24 1411 28 01 24 01 24 L 27
FINAL CHECK
Lv
Lr R/W
AS CONST.
MENEM!
7`� FOR PRIVATE USE
THESE PLANS WERE PREPARED BY:
INITIAL DATE A
7
cl)
se L
DRAWN
\T
L F
CHECKED
NO.C10620
0 NAME DATE
0
R
LICENSE NUMBER FILE
7
sk CITY OF RANCHO CUCAMONGA OF CA\,\'
4-
PROJECT NAME CENTRAL PARK
JOB NO.: 2002-04
SENIOR CENTER AND COMMUNITY CENTER
CA 91701
11200 BASE LINE RD. RANCHO CUCAMONGA
NSG
DRAWN BY:
STAFF ROOM 144 , SOUTH D STAFF ROOM 144 , EAST
A STAFF ROOM 144 NORTH B STAFF ROOM 144 , WEST C SHEET TITLE
INTERIOR ELEVATIONS
CHECKED BY: RAW
APPROVED
08-04-03
DATE:
�,�r� c
DATE
lwp--
COMMUNITY SERVICE DIRECTOR
SHEET:
APPROVED
SHEET 5A5�0 OF4��O
M-a #4p%#om% _A A 'SCALE DRAWING,,,.. OF
A (0-3 NO.
_T
STAFF KUUM 144 1/e 1-*cr DA E RCE lqO. 77ITY ENGINEER
MENEM
2*4
R y I ELM— F-.A 0
Z
Ll
41 2j
d__o
0:1 )10 1
g4 lipi A4�-,T
U�NA N�AU�Kgl
U_ U I
I U-j
ILb
GLASS DOORS TO DISPLAY C,
bz
F.J4
KEYNOTES
CIO,*
ENTRAL
*3 PAINTED GYP. BOARD
ECHERRY STAINED OAK TRIM
Z A B5 E WALL COVERING
B5 Pi B5 Pi
.__B___ C E WALL COVERING
24 24 25 P L4 26 PL5 27 PL4 28 8 24 07
38 loll L
____jj ELECTRONICALLY OPERATED
�J_ I? MOVABLE ACOUSTIC PARTITION
Soo
4 PANELIZED WOOD DOOR
so,
PAINTED ALUMINUM Y A R K
E
-40
DECORATIVE CEILING HUNG
El RANCHO CUCAMONGA
;I'— __ N L, PENDANT LIGHT FIXTURE
< 00—
lo-
CUSTOM ACOUSTICAL CEILING
PANEL
qTj;
0 0 0 e— El I I I E]EI, 0 PORTABLE PLATFORM
BUILT-IN PLATFORM
El
FLUORESCENT LIGHT
COVE; SEE DETAIL: 13/A9.5
WALL SCONCE
RJM IGN GROUP
WALL MOUNTED PLAQUE
A ARTS & CRAFTS ROOM 152 , NORTH WALL B ARTS & CRAFTS ROOM 152 WEST C ARTS & CRAFTS ROOM 152 , SOUTH WALL
ROOM SIG AGE 1591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO,CA 92675
RECESSED DISPLAY CASE; SEE DETAIL 25/A9.8 949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
WATER FOUNTAIN
CONSULTANT:
L J7 Vx I' PORCELAIN WALL
6 x 6" PORCELAIN WALL
STACKED LEDGER STONE
E
ECUSTOM ILL RK
RECEPTION DESK.
SEE DETAIL SHT.A/7.14
SCALE
ARTb (.,KAwVm INS RO"OM -41105m 1. 1/40 YaW CUSTOM MILLWORK
BOOKCASE
PRE - CAST CONCRETE
MANTEL SUB CONSULTANT:
HPLASTIC LAMINATE
CABINET DOORS
RUBBER BASE
Bll Bll Bll
Bil Bll 1311 El
C r I
24 1261 24 26 24 28 2 2 126 1 P 5 27 PL2 24 28 PLASTIC LAMINATE UPPER CABINETS
El
L__j "7"
PLASTIC LAMINATE
N 00 Ne COUNTER AND BACK SPLASH
I"
Sop PLASTIC LAMINATE
LOWER CABINETS
4�.
SEE DOOR SCHEDULE
E
----------I
C? PLASTIC LAMINATE
BENCH
ADJUSTABLE BALLET BAR
SEE DETAIL- 21/A9.6&22/A9.6
0 0 0 0
_T ----7r.F7- 7T
MIRROR tie
-F
[2J2 HALF DOOR SEE MILLWORK DWGS.
M L Lu
LOUVERED DOOR
SEE DOOR SCHEDULE
uj
PASS THROUGH W/OVERHEAD ROLL
A CONE RM. 156 NORTH B CONE RM. 156 WEST WALL C CONE RM 156 , SOUTH D CONE RM. 156 EAST WALL E DOWN DOOR
CUSTOM MILLWORK
REFRESHMENT COUNTER
Ono >=
CHERRY STAINED OAK VENEER ",00
E TRIM
SLIDING GLASS WINDOW =snow
uj
Ale.
PAINTED WOOD 1 x 4 CHAIR RAIL A
D
wo
FIRE EXTINGUISHER (RECESSED) SEE SPECS.
E
L A SCALE
C'0 NO F E R E R ON 0""M *5 6 AIR REGISTER
1/47 1'-0'
D .4-90:-ZOO
EADJUSTABLE PLASTIC LAMINATE SHELVING - f 1 0
WILSON ART D-30-60 NATURAL ALMOND
%4mw
GLASS DOORS TO DISPLAY CABINET tow%
PL2 PL2
B5 B5 [�3j DISPLAY SHELVING
PL3 PL3 r__1_1 f---" r---" r----" I SEE DETAIL:30/A9.8 0 U
07 /0'13� 27 07 B 29 PL5 07 B 41 PL5 12 07 24 49 31 01 13 EXTERIOR ACRYLIC PLASTER
A9.5
-Iqra.-
Ono=
21 PLASTIC LAMINATE COUNTERTOP
21
Se 011 r____1 '<
'�`p [�6j MARKER BOARD
4%e NO
0100 *10 1.001, 5'x 4SLAT WALL CHERRY STAINED
T_ u.
uml
31-411 21
TV Typ. 6mmmummmmA Pi Tv 48 PENCIL DRAWER
.6 z
EQUAL 314" 31-40 EQUAL z
uj
TELEVISION LOCATION 21 Ar I
L9
50 SPEAKER LOCATION
. ........
TYP. P.
ff
+–> NTERIOR OF ALL PLASTIC LAMINATE
E]Eli Ej :::1l El El CABINET TO BE WILSON ART D-30-60
0 0
0 0 EQ� EQ. EQ. NATURAL AL ND
9
cl
\ \1\\ I
000p
11 L-Al E: 1 : L E E N
ij-_
101.011
& 101-00 1 01-OR 101-01,
)# DOOR TYPE
22 r2 ft3
11-1----- D MULTIPURPOSE ROOM 158 ,m EAST WALL
A MULTImPURPOSE ROOM 158 ,m NORTH WALL C MULTI v- PURPOSE ROOM 158
�.6
WINDOW TYPE
C L#40
Ad
PAINT COLOR WALL COVERING
BASE (TYPE/ COLOR)
sm mgw= ffm%0 m mp%� AP041h, A" r% &ON SCAL
E
PLASTIC LAMINATE (TYPE COLOR)
MUL i I rUKPU:)E K%jUm 3
14'7 1
FOR CITY USE ONLY INITIAL DATE
REVISIONS
TITLE:
DATE DESCRIPTION APPROVED
02/6/04 BULLETIN#11 STREET
03/26/04 BULLETIN#14 WATER/SEWER INTERIOR ELEVATIONS
0 Z 078 BULLETIN#19 GRO/DRAIN_________
B6 B6 B6 B6
06/30/04 BULLETIN#20 TRAFFIC
B'
')A 24 loll 07 07/27/04 BULLE
1071 25 PL8 26 PL5 41 27 24 TIN#21 A X FINAL CHECK
LT_j R1W
F
1%001 AS CONST.
THESE PL FOR PRIVATE USE
ANS WERE PREPARED BY:
INITIAL DATE A cr
DRAWN
E-1
CHECKED
9 NO.C1
b -1 NAME DATE
LICENSE NUMBER FILE REN.07-31-
t2) EID E:11 a E J Ll:j[::I
0 0 0 CITY OF RANCHO CUCAMONGA
oi-
El El E] -777
77 T.
1z
"Zl- "I-, . PROJECT NAME CENTRALPARK JOB NO.: 2002-04
El, SENIOR CENTER AND COMMUNITY CENTER
lo� 11200 BASELINE RD. RANCHO CUCAMONGA.C 917 1
f DRAWN BY: NSG
SHEET TITLE
INTERIOR ELEVATIONS
CHECKED BY: RAW
A EXERCISE ROOM 160 NORTH WALL B EXERCISE ROOM 160 , WEST WALL C EXERCISE ROOM 160 SOUTH WALL
APPROVED
DATE: 03-26-04
DATE COMMUNITY SERVICE DIRECTOR
SHEET:
S
APPROVED
HEET OF
A 21
SCALE DRAWING OF
1/r 1"off I No.
It ("Ofto I )ft E R 0 0 M 16 0 a 4
EXE-RA E NO. CITY ENGINEER
DATE RC
mm
-A mmmmmmm
Iv r1i
x
Z N,
C ZOO
crw
0 - ----- KEYNOTES
t,,ENTRAL
PAINTED GYP. BOARD
B7
Pi
z Pi CHERRY STAINED OAK TRIM
44rw I %.I E
07 24 01 38 A 07 23 PL2 42 4 PL7 25 PL 26 27 A
21 WALL COVERING
4- No E WALL COVERING
EELECTRONICALLY OPERATED
MOVABLE ACOUSTIC PARTITION
PANELIZED WOOD DOOR
=> PAINTED ALUMINUM
1E:1 10 <= F A R K
WINDOW& DOOR SYSTEM
b DECORATIVE CEILING HUNG FANCHO CUCAMONGA
E PENDANT LIGHT FIXTURE
0 CUSTOM ACOUSTICAL CEILING
v/ At N38
lci�ly y
E
El El E E:l
D El 7 7 _V 7 1 1E1E1 El E PANEL
Ll L� LIL--J, L--]L=jr Ell::] El
PORTABLE PLATFORM
E
j
BUILT-IN PLATFORM
FLUORESCENT LIGHT
COVE; SEE DETAIL: 13/A9.5
A POOL ROOM 163 NORTH WALL B POOL ROOM 163 WEST WALL WALL SCONCE
RPM DESjL'AjJ.14 GROU: P
EWALL MOUNTED PLAQUE-
ROOM SIGNAGE 31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
ERECESSED DISPLAY CASE; SEE DETAIL 25/A9.8 949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
EWATER FOUNTAIN CONSULTANT:
1EVx I' PORCELAIN WALL
Pi B7 B7 P1 12 J, 611 x 6" PORCELAIN WALL
01 1 38 24 0 7 ('�A� A 07 1011 07 A 1 0 7 (—A-) 24 01 38 STACKED LEDGER STONE
28
CUSTOM MILLWORK
Z RECEPTION DESK.
IL SHT.A/7.14
So CUSTOM MILLWORK
.N E BOOKCASE
F rm� PRE -CAST CONCRETE
�J2 MANTEL
R38
IEIE] F-1:1 EJE] Ll Lj PLASTIC LAMINATE
r____I CABINET DOORS
El 9 1
b a El Z.7
C? .00,
ZZ, E]El Ell El E3 El RUBBER BASE
0
1[:]E:l EILI. EILI. E:11::] EIEI. I L�Ll I L!5j PLASTIC LAMINATE UPPER CABINETS
e PLASTIC LAMINATE
COUNTER AND BACK SPLASH
I/ H PLASTIC LAMINATE
LOWER CABINETS
UE
C POOL ROOM 163m SOUTH WALL D POOL ROOM 163 a EAST WALL E SEE DOOR SCHEDULE
ElPLASTIC LAMINATE
BENCH
r__7I ADJUSTABLE BALLET BAR
L!OJ SEE DETAIL-21/A9.6&22/A9.6
[�'j MIRROR <
r---" uj
L12J HALF DOOR/SEE MILLWORK DWGS.
POOLROOM ,,,-4163 3 LOUVERED DOOR
SEE DOOR SCHEDULE
EPASS THROUGH W OVERHEAD ROLL Lu
DOWN DOOR
ECUSTOM MILLWORK u
REFRESHMENT COUNTER
Z
CHERRY STAINED OAK VENEER
E TRIM
SLIDING GLASS WINDOW =NEW
El
I r.--9 uj "go.0
08 13 20 35 PL4 B 07 32 43 20 08 13 r__7I
L�J8 PAINTED WOOD 1 x 4 CHAIR RAIL f It
FIRE EXTINGUISHER(RECESSED) -SEE SPECS.
C4 �J9
z Or u
1±0i AIR REGISTER
ADJUSTABLE PLASTIC LAMINATE SHELVING -
C3 40 WILSON ART D-30-60 NATURAL ALMOND
a"
e 4
L2 GLASS DOORS TO DISPLAY CABINET
0
E43 DISPLAY SHELVING
SEE DETAIL: 30/A9.8 0
%
9
EXTERIOR ACRYLIC PLASTER
IF
rl 7 16 N-1 PLASTIC LAMINATE COUNTERTOP
A9.6 1QA:9]5
/0'30
MARKER BOARD
NO E
L_ _j L__j
4*
0 30 47 5x 4'SLAT WALL CHERRY STAINED u.
0
PENCIL DRAWER
Li :D
TELEVISION LOCATION f It
MAIN LLERY RECEPTION GALLERY SNACK BAR 18 Giff SHOP GALLERY RECEPTION MAIN ALLERY L9 %44rj >ftm U
12 157 194 157A 157 1 50 SPEAKER LOCATION Im-m
51 WALL MOUNTED LINEAR AIR D FFUSER 0 u
B GALLERY 157 WEST WALL NO E: INTERIOR OF ALL PLASTIC LAMINATE
CABINET TO BE WILSON ART D-30-60
NATURAL ALMOND
CALE u u1i
z
G"ALUERY 1-45mm LEGEND"L
vr – iry
DOOR TYPE
WINDOW TYPE
r.....I ..... r 28 1 01 r-13 9 r 01-n r 02 1 03 04 PAINT COLOR/WALL COVERING
01 28 13 28 01 08 28 51 02 03 04 07 B 07 01 B 07 08 51
BASE (TYPE/ COLOR)
- 1w
1w
0 Owft% Pi PLASTIC LAMINATE (TYPE/COLOR)
REVISIONS FOR CITY USE ONLY INITIAL DATE
TITLE:
02/6/04 BULLETIN*11 STREET
03/26/04 BULLETIN#14 WATER/SEWER INTERIOR ELEVATIONS
06/018/04 BULLETIN#19 GRO/DRAIN
06/30/04 BULLETIN#20 TRAFFIC
9 AN 07/27/04 BULLETIN#21 FINAL CHECK
09/07/04 BULLETIN#22 R/W
1.0100
AI, El
04 f A 16 AS CONST.
co
9
4* THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
INITIAL DATE ARc
LJ I[::]= E],E] I= I== 0 1
0 0 0 0 0 0 0 DRAWN c
CHECKED
tic, NAME DATE NO.C1 0
REN.07-31 05
m LICENSE NUMBER FILE
jo_111� Q I
Q?) CITY OF RANCHO CUCAMONGA
18 op
B SITTING AREA 113 & 167 WEST WALL PROJECT NAME CENTRAL PARK OEM
SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 2002-04
SHEET TITLE 11200 BASIE,1111LINE RD. RANCHO CUCAMONGA,CA 91701 DRAWN BY: NSG
INTERIOR ELEVATIONS
i CHECKED BY: RAW
APPROVED
DATE: 03-26-04
DATE COMMUNITY SERVICE DIRECTOR
APPROVED SHEET:
SHEET OF
O� A A 10 0% SME DRAWING OF
NO.
:JOATTINU AREA 1b.3 iwmip-off DATE RCE NO. CITY ENGINEER
C4
ARE..-
KEYNOTES
ENTRAL
EPAINTED GYP. BOARD
CHERRY STAINED OAK TRIM
E
82 B2 r---"
TI T B2 [2J3 WALL COVERING
r__1
L__j L_
(--B-) 1071 03 14 07 ol� 07 02 N3 07 04 13 01 02 16 17 18 14 101 1 1 03 07
L
L__J Fo 13 PI 02
[�4j WALL COVERING
0 ELECTRONICALLY OPERATED
5
MOVABLE ACOUSTIC PARTITION
f PANELIZED WOOD DOOR
E P A R K
L...................I
PAINTED ALUMINUM
WINDOW& DOOR SYSTEM
cl
+ __j
cl
RANCHO CUCAMONGA ,
[�8
_j DECORATIVE CEILING HUNG
jj
A9.6 CUSTOM ACOUSTICAL CEILING
12J9 PANEL
:]EDE]
il eg e 13 eM e e DD =1:1 e
c�
ODOM,
1 14A PORTABLE PLATFORM
0=1 1 11 1 11 1 111 =I 0=1 0=1 1 12-01
0 0
+[+ ——————- 0
tC 3) BUILT-IN PLATFORM
9
fk 10 e
FLUORESCENT LIGHT
j
E COVE;SEE DETAIL: 13/A9.5
G G
G
DE I N GROUP
WALL SCONCE
31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO,CA 92675
WALL MOUNTED PLAQUE-
h"TCH LINE A E 949-493-2600 FAX 949-493-2690
ROOM SIGNAGE WWW.RJMDESIGNGROUP.COM
15 RECESSED DISPLAY CASE; SEE DETAIL 25/A9.8
CONSULTANT:
WATER FOUNTAIN
E
L7J 1'x I' PORCELAIN WALL
r___n
12J 6"x 6" PORCELAIN WALL U-2
ESTACKED LEDGER STONE
SCALE CUSTOM MILLWORK
RECEPTION DESK.
btNIOR 90..'o."oEN1"ER MAN' ' riALLWAY NORTH WALL 311V - 1'
SEE DETAIL SHT.A/7.14
ECUSTOM MILLWORK
BOOKCASE
SUB CONSULTANT:
PRE -CAST CONCRETE
[�2j
MANTEL
[13J PLASTIC LAMINATE
CABINET DOORS
B2
TI T RUBBER BASE
1131 E
rD__1 02 eo7l'N -
I—_j 16 17 18 rl 47
L._j F01103 04 07 C 13
T TTT PLASTIC LAMINATE UPPER CABINETS
T T__ IT
COUNTER AND BACK SPLASH
Pi PLASTIC LAMINATE
%jI LOWER CABINETS
_F: Z --------------
E SEE DOOR SCHEDULE �6/m
e 7-7
e Lj011TE1 E]�["j ITE-1 e e I
'Vie
C� .
;t o PLASTIC LAMINATE
c�
EI= L--JL--] Lfj BENCH
Lj
t I 6%N
A9.6 I
ADJUSTABLE BALLET BAR
El *e e 1:111 117 A<�
SEE DETAIL 21/A9.6&22/A9.6
c� Ci
0=1 I I c� Cie
0 amom
EEEE4_Z��� 1
0 0 0 0 0 MIRROR
0 EIFI_ Lj ILI i uj
3
Lj
9
F) E) 14� E=
EIEI HALF DOOR SEE MILLWORK DWGS.
L
LOUVERED DOOR
G < uj
8 E SEE DOOR SCHEDULE
PASS THROUGH W/OVERHEAD ROLL
r NN11NEEN1 U
LL4J DOWN DOOR
MATCH LINE A
CUSTOM MILLWORK z
$A REFRESHMENT COUNTER INNER,
CHERRY STAINED OAK VENEER
TRIM 0
uj
SLIDING GLASS WINDOW
#Nov u
1 PAINTED WOOD I x 4 CHAIR RAIL
M A I SCALE —.do u
E N 10 R C."00 E NIH R A N' HALLWAY 'N' 'OR"Irr" i WALL 'Z L!J9 FIRE EXTINGUISHER (RECESSED) -SEE SPECS.
AIR REGISTER
1±oj
(D 0
ADJUSTABLE PLASTIC LAMINATE SHELVING -
WILSON ART D-30-60 NATURAL ALMOND U
z
GLASS DOORS TO DISPLAY CABINET
0
AL
B2
B2 B2 DISPLAY SHELVING u
SEE DETAIL: 30/A9.8
02 13 14 r06 01 1071 B 02 B 04 07 03 J 20 01 02 13 EXTERIOR ACRYLIC PLASTER mmomw
T >
'4 0 UJ
jg MARKER BOARD E I
P1 U.
01 1
5x 4'SLAT WALL CHERRY STAINED 0 z
c� PENCIL DRAWER f 1% Lu
-4 0'
TELEVISION LOCATION
c� 9
F�' 13 1±j IRONER A
C? 7
-3 T_- -JEENS
16 rl
OPEN TO
GALLERY L!jO SPEAKER LOCATION
10 0 01 10 119 0 0 01 0 1 0=1 0=1 I J. 0=1 1=0 I BEYOND F_7PF_7I_ U 0
Lfj 0
e JIB e E WALL MOUNTED LINEAR AIR DIFFUSER
C3 -1111:111r
E) L_j"1111L' 1]1111Lrj
r
E)
cn lei
J, NOTE: INTERIOR OF ALL PLASTIC LAMINATE 2:
(D (D (D CABINET TO BE WILSON ART D-30-60 uj
SEE FIREPLACE NATURAL ALMOND
ELEVATION
2/A7.13 L E(".3ft E N D
N"TCH LINE B
t)* DOOR TYPE C Zoo
WINDOW TYPE
PAINT COLOR/WALL COVERING
A SCALE > BASE (TYPE/ COLOR)
StNIU00" R (00.1"NImER MAIN HALLWAY Z'SOUTH WALL e un PLASTIC LAMINATE (TYPE/COLOR)
REVISIONS FOR CITY USE ONLY INITIAL DATE
TITLE:
DATE DESCRIPTION APPROVED
07 08 07 13 07 01 1011 02 03 04 07 07 13 01 15 02 07 D 03 07 07 D 06/08/04 BULLETIN#19 STREET
- 06/30/04 BULLETIN#20 WATER/SEWER INTERIOR ELEVATIONS
TIN#21
E
GRO/DRAIN
09/07/04 BULLETIN#22 TRAFFIC
10/11/04 BULLETIN#25 FINAL CHECK
12/17/04 BULLETIN#26 R/W
amm— — - mmmmmmmmm
AS CONST,
I I
e THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
c� IT=-]
Ej R
nF7 DRAWN
c� i L_j
F, 9
b co CHECKED
F71
e e 1911 L--�u I(.. c� NAME DATE 0.ci
0 0 LICENSE NUMBER REN 07-31-05
FILE
tj 9 25 9
cl e e e E) e CITY OF RANCHO CUCAMONGA
00 0J=1 ==11=01 QF CAL
G 118 PROJECT NAME CENTRAL PARK JOB NO.: 2002-04
SENIOR CENTER AND COMMUNITY CENTER
MATCH LINE B SHEET TITLE 11200 BASE LINE RD. RANCHO CUCAMONGA, CA 91701 DRAWN BY: NSG
INTERIOR ELEVATIONS
CHECKED BY: RAW
APPROVED
DATE: 03-26-04
DATE COMMUNITY SERVICE DIRECTOR III
APPROVED SHEET j�L OF.92L SHEET:
SCALE DRAWING OF
"SEN21OR (Ao-,'HN`I1rot"R MAIN' HALLWAY b"OnuaTti" WALL 4 DATE RCE NO. CITY ENGINEER
7Za
HE:]
1__1E1 47� F_
L___j
7
E:)
S L
L_J
A I
VAN,
KEYNOTES
kENTRAL
PAINTED GYP. BOARD
02 CHERRY STAINED OAK TRIM
B2
B2
'i WALL COVERING
07 01 02 07 03 04 07
D D 13
34 14 07 01 02 15 08 3 04
[24J WALL COVERING
T I TT L
EELECTRONICALLY OPERATED
V BLE ACOUSTIC PARTITION
I PANELIZED WOOD DOOR
..........
PAINTED ALUMINUM
D W&DOOR SYSTEM
DECORATIVE CEILING HUNG FANCHO CUCAMONGA
A R K
I— L 1-1 L
PENDANT LIGHT FIXTURE
L__j L�qj CUSTOM ACOUSTICAL CEILING MEN=
9 17 16 PANEL
OPEN TO 9
=E1 =E] A9.6 YMCA TEEN
04 DROP-IN ROOM
PORTABLE PLATFORM
=E1
I I
0
40 J, BUILT-IN PLATFORM
cv)
=E III= I=Lj Le 11 cEd FLUORESCENT LIGHT
j
INN=
COVE; SEE DETAIL: 13/A9.5
EWALL SCONCE
RJM DESIGN GROUP
&.6A WALL MOUNTED PLAQUE-
MATCH LINE A E ROOM SIGNAGE 31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
LL5j RECESSED DISPLAY CASE SEE DETAIL 25/A9.8 949-493-2600 FAX 949-493-2690,
WWW.RJMDESIGNGROUP.COM
LL6j WATER FOUNTAIN
CONSULTANT:
r
L7J 1'x 1'PORCELAIN WALL
6"x 6" PORCELAIN WALL
LL
STACKED LEDGER STONE
E
USTOM MILLWORK
20 RECEPTION DESK,
SEE DETAIL SHT.A/7.14
M A CALE
k0o."."'OMMUN"ITY CENTER AIN 'HALLWAY NORmfoH WALL me JOE CUSTOM MILLWORK
Av 1
BOOKCASE
PRE- CAST CONCRETE
L!J2 MANTEL SUB CONSULTANT:
r--'*' PLASTIC LAMINATE
L!3j
B2 B2 or CABINET DOORS
B2 B2
F1 3� 02 08 14 h—mi r__1
1071 07 B 07 01 02 B 07
L__j 01 02 03 04 1131 1 08 07 02 01
T T T ".-A LL4 J RUBBER BASE
T
PLASTIC LAMINATE UPPER CABINETS
E
PLASTIC LAMINATE
040 No COUNTER AND BACK SPLASH
oil PLASTIC LAMINATE
7
L!J LOWER CABINETS
cl r___1
uci SEE DOOR SCHEDULE
28
9 1%0
PLASTIC LAMINATE
EIKIF
1�i c�
f 17 16 29
6, F-� ZIE10 LN 9 9 BENCH
E El ::1 b m ] a b
&-cl I LIODEPA r-1-12
%..f C�l ADJUSTABLE BALLET BAR
I II tp E) i
0 0 1 0=1 00.1 ==1 00 1 1 or-----x L_ - = SEE DETAIL-21/A9.6 &22/A9.6
mwmmm=I I I /1 0 0 0
9 0 L_j I I :
9 MIRROR
e Z�)
Lill
L I E) E E C L000
CL
12.2j HALF DOOR SEE MILLWORK DWGS. uj
18 Ill—
LOUVERED DOOR mmi mmmmw
SEE FIREPLACE El SEE DOOR SCHEDULE
MATCH LINE A ELEVATION Aleoor
2/A7.13 PASS THROUGH W/OVERHEAD ROLL uj
DOWN DOOR
El cle o
ECUSTOM MILLWORK
REFRESHMENT COUNTER
CHERRY STAINED OAK VENEER >=
da TRIM Z Fmm
127J SLIDING GLASS WINDOW 0
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DATE DESCRIPTION APPROVED TITLE:
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TI T r-9 06/08/04 BULLETIN#19 STREET
02 13 04 39 16 17 18 13 01 02 03 04 B 07 1071 C 07 14 07 06/30/04 BULLETIN#20 WATER/SEWER INTERIOR ELEVATIONS
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REVISIONS
DATE DESCRIPTION, APPROVED INITIAL DATE
12/22/03 BULLETIN#6 STREET TITLE:
01/14/04 BULLETIN#9 WATER/SEWER
26 PL5 27 PL4 41 PL1 48 47 24 41 02/6/04 BULLETIN#Jrl ____G.RO/DRAIN
— -- 03/26/04 BULLETIN#14 TRAFFIC INTERI R ELEVATIONS
06/08/04 BULLETIN #19 FINAL CHECK
06/30/04 BULLETIN#20 R/W
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NAME DATE NO.C1
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02/22/05 BULLET PLANS & ELEVATIONS
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106 SHOP STORAGE SC-1 135 P13 P13 P13 P13
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115 ENTRY LOBBY C-1,C-2,C-3,C-4,C-5 B2 WC1,WC2,WC3,Pl WCI,WC2,WC3,Pl WC1,WC2,WC3,Pl WC1,WC2,WC3,Pl COLOR:TWILIGHT PURPLE
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117 SECURITY
VCT I B5 Pi Pi Pi Pi SAN JUAN CAPISTRANO,CA 92675
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949-493-2600 FAX 949-493-2690
118 ELECTRICAL ROOM VCT 1 B5 P13 P13 WWW.RJMDESIGNGROUP.COM
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128 OFFICE STORAGE VCT I B5 Pi PI Pi
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132 MEN'S RESTROOM PT-1 B3 CT-1 -CT-5,P12 CT-1 -CT-5,PI2 CT-I -CT-5,P12 CT-I -CT-5,P12 COLOR: KEYSTONES D-042B TERRA ROSA
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139 MEETING ROOM Cl,C3,C4,C5,C6 B8 Pi P2,P4 Pi Pi SEE ELEVATIONS,OPERABLE WALL WCI I Cie
P4> PAINTED GYP. BD. BURKE RUBBER BASE
140 MEETING ROOM Cl,C3,C4,C5,C6 B8 Pi pI Pi P2,P4 SEE ELEVATIONS,OPERABLE WALL WC]1 COLOR: TANNERY- FRAZEE#7755D COLOR: BRONZE#860
141 WOMEN'S RESTROOM PTA B3 CT-1 -CT-5,P12 CT-I -CT-5,PI2 CT-1 -CT-5,P12 CT-1 -CT-5,P12 <
142 PAINTED GYP. BD. <�8> BURKE RUBBER BASE
ARTS AND CRAFTS ROOM mi B5 Pi P2 Pi Pi COLOR: CONTEMPORARY MAPLE- FRAZEE#7786N COLOR: ROYAL PURPLE#495
143 MEN'S RESTROOM PT-1 B3 CT-I -CT-5,PI2 CT-I -CT-5,P12 CT-I -CT-5,P12 CT-I -CT-5,Pl 2
0 PAINTED GYP. BD. BURKE RUBBER BASE
144 STAFF LOUNGE -1,M-2,M-3,M-4,M-5 88 PI Pl,P5 Pi,P5 PI COLOR: MOSELLE- FRAZEE#8184M COLOR: MERLOT#425
db t� z
Sam 145 STAFF RESTROOM PT-I B3 CT-1 -CT-5,PI2 CT-I -CT-5,PI2 CT-I -CT-5,P12 CT-1 -CT-5,P12
L7) PAINTED GYP. BD. BURKE RUBBER BASE <
146 I.T.ROOM/SERVER VCT 1 85 Pi Pi PI PI /---% COLOR: PURPLE FABLE- FRAZEE#8446N/CGI vo COLOR: DARK FOREST#331 Cie
147 C,R.&FIRST AID VCT I B5 Pi Pi P2 PI / P % PAINTED GYP. BD. _e� (D
148 8 > COLOR: ROASTED PEPPER- FRAZEE#AC1 16N BURKE RUBBER BASE
C.R.ROOM C-4 B5 Pi Pi P4 PI COLOR: IRONWOOD#523 2:
149 C.R.ROOM C-3 B8 Pi Pi P4 Pi imm
PAINTED GYP. BD. 0
150 WORK ROOM VCT 1 85 Pi P'l Pi Pi COLOR: OLYMPIC PINE- FRAZEE#8596N/CGI PLASTI(Z LAMINATES MEN~
-memo 'jo�'
151 MAIN HALLWAY C-1,C-2,C-3,C-4,C-5 B2 WC1,WC2,WC3,PI WC1,WC2,WC3,PI PAINTED GYP. BD.
T J2 COLOR: PEARL WHITE- FRAZEE#004
152 ARTS AND CRAFTS ROOM -I,M-2,M-3,M-4,M-5 B5 PI Pl P2 Pi P2 LAMINART
:e 153 ENTRY LOBBY Cl-05 B2 WCI,WC2,WC3,Pl WCI,WC2,WC3,Pl WC1,WC2,WC3,Pl WCI,WC2,WC3,Pl L-E-LI-J COLOR:#225-T BARLEY PAPERFORM TEXTURED
t I PAINTED GYP. BD.
to kj
4c 154 SUPERVISORS OFFICE C-3 B5 P2 P2 P2 P4 COLOR: WHITE- FRAZEE#001 LAMINART
[El OLOR:#226-T SIENNA PAPERFORM TEXTURED <
155 OFFICE ADMIN.AREA C-1 Bil Pi Pi Pi Pi DALTILE: 2 x 2 MOSAIC TILE M.)
cb 156 CONFERENCE ROOM C-1 BlI Pi COLOR: KEYSTONES D-137 CANVAS LAMINART I It
P2 Pi LLL3J COLOR:#227-T MEADOW GREEN PAPERFORM TEXTURED
157 GALLERY C-1,C-3 B2 WCI,WC2,WC3,Pl WCI,WC2,WC3,Pl DALTILE: 2 x 2 MOSAIC TILE
157 A COLOR: KEYSTONES DK-22 SPICE LAMINART z 0
GIFT SHOP M-1 B2 WC1,WC2,WC3,Pl WCI,WC2,WC3,Pl WCI,WC2,WC3,Pl WCI,WC2,WC3,Pl
= COLOR:#228-T TERRA PAPERFORM TEXTURED 0 =own=
158 MULTI-PURPOSE ROOM wi 85 PI,P3 P2 PI Pi DALTILE: 2 x 2 MOSAIC TILE
ML
159 MAIN HALLWAY C-I,C-2,C-3,C-4,C-5 132 WC1,WC2,WC3,Pl WCI,WC2,WC3,Pl COLOR: KEYSTONES D-044B DEEP PURPLE LAMINART f 'I
= COLOR:#229-T FLAX PAPERFORM TEXTURED ki
160 EXERCISE ROOM -I,M-2,M-3,M-4,M-5 B5 Pl,P2 P2 Pi PI CT-4 DALTILE: 2 x 2 MOSAIC TILE -.90
COLOR: KEYSTONES D-322B JUNIPER LAMINART .44,
161 WOMEN'S RESTROOM PT-I B3 CT-1 -CT-5,P12 CT-1 -CT-5,PI2 CT-I -CT-5,P12 CT-1 -CT-5,P12 COLOR:#9140-S BLACKBERRY STAIN
162 MEN'S RESTROOM PT-1 B3 CT-1 -CT-5,P12 CT-1 -CT-5,P12 CT-I -CT-5,PI2 CT-I -CT-5,PI2 CT-5 DALTILE: 2 x 2 MOSAIC TILE
COLOR: KEYSTONES D343 BUTTERSCOTCH CHEMETAL UJ
163 POOLROOM C-4 B7 P4 Pi Pi Pi LLEJ COLOR:#325-S STATUARY BRASS f A
164 ELECTRICAL ROOM VCT I B5 P13 P13 P13 P13 DALTILE: 12 x 12 PORCELAIN TILE u. Fmm
165 T.V.ROOM C-1 B2 P2 P4 P2 WC1,WC2,WC3,Pl OLOR: ROCKY MOUNTAIN,BEIGE#803 WILSON ART mmm~
LLL-8J COLOR:#D91-61 SLATE GREY
166 INTERNET CAFE C-1,C-3 B6 P4 P4 P4 P2 PT 2 DALTILE: 6 x 6 PORCELAIN TILE 0
COLOR: ROCKY MOUNTAIN,BEIGE#803 NEVAMAR uj
167 SITTING AREA C-1,C-2,C-3 B2 WCI,WC2,WC3,Pl WC4/PI WC4/Pl = COLOR:#S-4022T SUNRAY TEXTURED
168 SENIOR CENTER MAIN EVENT GALLERY CC-I,CC-2 Bi AP-1 AP-1 AP-1 ACRYLIC PLASTER OVER INTERIOR GYP. BD.
llll'�1. COLOR: MATCH EXTERIOR COLOR AND TEXTURE NEVAMAR A
169 SENIOR CENTER MAIN EVENT ROOM M-1,M-2,M-3,M-4,M-5 82 WCI,WC2,WC3,Pl WC1, PLI 0 Cle
WC2,WC3,Pl WCI,WC2,WC3,Pl WCI,WC2,WC3,W.-4,Pl SEE ELEVATIONS,OPERABLE WALL WCI I COLOR: #S-1 01 5T BURGUNDY TEXTURED f I
ll%�� 0
170 EVENT STORAGE SC-1 B5 FRP FRP FRP FRP <LR)P KEMLITE PI 45 WSTANDARD MOLDINGS AND TRIM
COLOR: WHITE NEVAMAR
171 SENIOR'S KITCHEN QT-I 84 FRP FRIP FRP -5042T DARK LAURAL TEXTURED
FRP COLOR: #S
172 OFFICE VCT-1 B5 Pi Pi Pi Pi GENON 11 CANNON SUEDE: NEVAMAR A
173 STORAGE SC-1 B5 P13 P13 P13 P13 tsl� COLOR: CANDEL LIGHT W2-15-IT LfLl2J COLOR:#ES 2003T SIENNA ESSENCE TEXTURED k4m� uj
174 ACCESS VESTIBULE SC-1 B5 P13 P13 P13 P13 C GENON 11 CANNON SUEDE: NEVAMAR z
175 STORAGE VCTI B5 P13 P13 P13 P13 COLOR: HEMP W2-15-HP EEL 1 113] COLOR:*ME-8001 T COPPER METALX TEXTURED
C GENON 11 CANNON SUEDE:
176 STORAGE SC-1 B5 FRP FRP FRP FRP
COLOR: CHESTNUT W2-12-EH NEVAMAR
177 STORAGE SC-1 B5 Pi p'1' P\1 COLOR:#SH-2002T MAIZE SHIBORI TEXTURED (OFFICE FURNITURE)
P13
178 JANITORS STORAGE SC-1 B5 P 1 GENON 11 CANNON SUEDE:
10 COLOR: CANYON W2-15-YN NEVAMAR
179 STORAGE VCT 1 85 P13 P13 P13 P13 C GENON STARDUST/20: PL15 COLOR:#MR-1006T AUBERGINE MATRIX TEXTURED (OFFICE FURNITURE)
180 STORAGE SC-1 B5 FRP FRP FRP FRP COLOR: SUNTAN 5-26-XT r--------I FORMAICA
m---0
181 STORAGE SC-1 B5 P13 P13 P13 P13 LtL-'6J COLOR:#7216-58 SIENNA TERRA MATTE FINISH (OFFICE FURNITURE)
CARNEGIE XOREL STRIE#6423
182 STORAGE VCT1 B5 P13 P13 P13 P13 COLOR: 348 PAPERBACK
183 STORAGE SC-1 B5 P13 P13 P13 P13
mmmm� �!CJ7 CARNEGIE XOREL METEOR#6427
184 STORAGE VCTI 85 P13 P13 P13 P13 COLOR: 348 PAPERBACK -REVISIONS FOR CITY USE ONLY INITIAL DATE
'I TITLE,
DATE DESCRIPTION APPROVED
185 STORAGE 'VCT 1 B5 P13 P13 P13 P13
tC 8) CARNEGIE XOREL METEOR*6427 06/08/04 BULLETIN#19 STREET FINISH SCHEDULE
186 STORAGE SC-1 B5 FRP FRP FRP FRP COLOR: 332 PAPERBACK
06/30/04 BULLETIN#20 WATER/SEWER
187 STORAGE SC-1 B5 P13 P13 P13 P13 CARNEGIE XOREL METEOR#6427 07/27/04 BULLETIN #21 GRO/DRAIN
WC
188 STORAGE SC-1 B5 P13 P13 P13 P13 COLOR: 547 PAPERBACK 09/07/04 BULLETIN#22 TRAFFIC
189 STORAGE 10/11/04 BULLETIN #25 FINAL CHECK
SC-1 85 FRP FRP FRP FRP
GENON 11 STARDUST 12/17/04 BULLETIN #26 R/W
190 STORAGE SC-1 135 FRP FRP FRP FRP COLOR: BISQUE 5-26-C8 AS CONST.
191 STORAGE SC-1 B5_ FRP FRP FRP FRP THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
OZITE RIB, HYTEX RIB
192 STORAGE SC-1 B5 P13 COLOR: AMBER#24-15 (OPERABLE WALL) A
P13 P13 P13 INITIAL DATE A
193 STORAGE VCT1 B5 P13 P13 P13 P13 DRAWN R.
194 SNACK BAR M-1 B2 Wcl'WC2,� WC2,WC3,Pl WCI,WC2,WC3,Pl CHECKED
NAME DATE NO.CIO 0
LICENSE NUMBER FILE REN.07-31-05
CITYUIOX RAN"CHO" CUCAM(o.NjNu`o'%A OF AOfo
PROJECT NAME CENTRALPARK- - JOB NO.: 2002-04
SENIOR CENTER AND COMMUNITY CENTER
11200 BASELINE RD. RANCHO CUCAMONGA,CA 91701
SHEET TITLE FINISH SCHEDULE DRAWN BY: NSG
CHECKED BY: RAW
APPROVED
DATE: 03-26-04
DATE COMMUNITY SERVICE DIRECTOR
APPROVED SHEET:
SHEET OF
DRAWING OF
RCE NO. CITY ENGINEER
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r OH FACE MATERIAL AUTO AUTOMATIC
02 A 03 3'-0" X T-O" X 1-3/4" AL AL GL TGL 19/A9.7 20/A9.7 19/A9.4 18/A9.7 F F PH OH-SEE WINDOW TYPE 'C' SHT.A8.4 /6 E 24 3'-0" X T-0" X 1-3/4" HM 20 SC / WD WD 6/AY.8 7/A9.8 3/A9.6 r
03 A 03 3'-0" X T-0" X 1-3/4" AL AL GL TGL 19/A9.7 20/A9.7 19/A9.4 18/A9.7 F F PH OH-SEE WINDOW TYPE 'Cl SHT.A8.4 77 C 34 3'-0" X 7-0" X 1-3/4" AL - SC / WD WD 26/A9.7 27/A9.7 ST F OH GL GLASS PH PANIC HARDWARE
TGL TEMPERED GLASS MS MAGNETIC SWITCH
04 A 10 3'-0" X T-0" X 1-3/4" AL AL GL TGL 19/A9.7 20/A9.7 19/A9.4 18/A9.7 F F PH OH-SEE WINDOW TYPE 'E' SHT.A8 4 78 D 35 PR 3'-0" X T-O" X 1-3/4" HM SC / WD WD I/A9.8 2/A9.8 ST F HM HOLLOW METAL NOTE:
D PR 3'-0" X T-O" X 1-3/4" HM SC / WD WD I/A9.8 2/A9.8 ST P HM/WV HOLLOW METAL W/WOOD PH TO BE Ul. LISTED � ' A R K
05 A 03 3'-0" X 7'-0" X 1-3/4" AL AL GL TGL 19/A9.7 20/A9.7 19/A9.4 18/A9.7 F PH OH-SEE WINDOW TYPE 'El SHT.A8.4 79 VENEER FACING FOR ORDINARY ASSEMBLY USE.
PH OH POWER / AUTO ASSIST
HM 20 HM / GL TGL 7/A9.4 9/A9.4 12/A9.6 F P Ss STAINLESS STEEL RANCHO CUCAMONGA
06 B 02 PR 3'41 X 7'-0" X 1-3/4" AL L GL TGL 14/A9.4 19/A9.4 SEE WI N DOW TYPE 'N' SHT.A8.4 E30 B 36 PR 3'-0" X T-O" X 1-3/4" FRAME FINISH
PH OH POWER / AUTO ASSIST PH OH , FLG, WC WD WOOD
07 B 25 PR T-0" X T-O" X 1-3/4" AL AL GL TGL 14/A9.4 19/A9.4 18/A9.7 F F B 36 PR 3'-0" X 7'-0" X 1-3/4" HM 20 HM / GL TGL 7/A9.4 9/A9.4 12/A9.6 F P F FACTORY
SEE Wl N DOW TYPE 'N' SHT.A8.4 FLG FIRE LITE GLASS
08 A 03 3'4' X T-0" X 1-3/4" AL AL GL TGL 19/A9.7 20/A9.7 19/A9.4 18/A9.7 F F PH OH-SEE WINDOW TYPE 'El SHT.A8.4 82 K 37 PR 5'-0" X 9 -8" X 1-3/4" AL GL TGL 26/A9.8 27/A9.8 F F SLIDER FG FROSTED GLASS P PAINT
FRAME
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09 A 10 3'-0" X T-0" X 1-3/4" AL AL GL TGL 19/A9.7 20/A9.7 19/A9.4
,OH-SEE WINDOW TYPE 'El SHT.A8.4 DOOR FINISH
ALUM ALUMINUM
10 B 01 PR 3'-0" X 7'-0" X 1-3/4" AL AL GL TGL 14/A9.4 19/A9.4 18/A9.7 F F PH OH-SEE WINDOW TYPE 'Pl SHT.A8.4 84 A 16 3'-0" X T-0" X 1-3/4" HM 20 HM/ GL TGL 7/A9.4 9/A9.4 F P OH , FLG F FACTORY
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12 B 04 PR 3'-0" X T-O" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 1 R/A F F PH OH, WC 86 H 40 PR T-101" X T-O" X 1-3/4" HM 90 HM HM I/A9.9 2/A9.9 ST P 90 MIN. HM DOOR 31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO,CA 92675
WINDOW COVERING 949-493-2600 FAX 949-493-2690
13 H 65 PR 3'-0" X T-O" X 1-3/4" HM HM HM 16/A9.7 17/A9.7 3/A9.6 p P OH 87 B 36 PR T-O" X 7'-0" X 1-3/4" HM 20 HM GL TGL 6/A9.4 9/A9.4 12/A9.6 F P PH OH , FLG, WC WWW.RJMDESIGNGROUP.COM
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PH OH
16 B 01 PR T-O" X T-0" X 1-3/4" AL AL GL TGL 14/A9.4 19/A9.4 ?.6 F
SEE WINDOW TYPE 'O' SHT.A8.4 GEN ERAL NOTES
DOOR TYPE
17 B 05 PR T-5-1/2" X 7'-0" X 1-3/4" AL AL GL TGL 24/A9.7 25/A9.7 F F PH OH
ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A
KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE WITH THE 2001 CBC
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11 1 - 011 J
18 B 05 PR 3'-5-1/2" X T-O" X 1-3/4" AL AL / GL F PH jOH 6 36 6
36 HAND-ACTIVATED DOOR OPENING HARDWARE MUST BE MOUNTED BETWEEN 30 AND
44 INCHES ABOVE FINISH FLOOR.
4"
THE SWEEP OF A DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN
19 B 05 PR 3 -5-1/2" X 7-0" X 1-3/4" AL AL / GL TGL 24/A9.7 25/A9.7 F F PH jOH 6 24 2 POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO
A POINT 3 FROM THE LATCH AS MEASURED FROM THE LEADING EDGE OF THE DOOR.
Is 3. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SUB CONSULTANT:
20 B 05 PR 3'-5-1/2" X T-10" X 1-3/4" AL AL / GL TGL 24/A9.7 25/A9.7 F F PH jOH SWINGS SHALL EXTEND 24"PAST THE STRIKE EDGE OF THE EXTERIOR DOORS AND
---------7 A6 18"FOR INTERIOR DOORS.
21 PR T-5-1/2" X T-O" X 1-3/4" AL AL / GL TGL 24/A9.7 25/A9.7 F F PH jOH 4. THE LOWER 10"OF THE DOOR SHALL BE A SMOOTH AND PLANE SURFACE.
B 05 T (NO RECESS OR TRAP).
5, EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4"PER FOOT IN ANY DIRECTION
22 B 01 PR 3'-0" X 7'-0" X 1-3/4" 'AL AL / GL TGL 14/A9.4 19/A9.4 F F PH OH-SEE WINDOW TYPE 101 SHT.A8. FOR SURFACE DRAINAGE. SEE CIVIL DRAWINGS FOR GRADE ELEVATIONS.
uj!h - WOOD 6. SEE DETAIL 28/A2.3 FOR H/C DOOR SIGNAGE AT RESTROOMS.
23 B 12 PR 31-011 X T-0" X 1-3/4" AL AL 1-GL 19/A9.7 20/A9.7 18/A9.7 ST P PH ., OH, WC DOOR HARDWARE SHALL BE OPENABLE WITH A SINGLE EFFORT WITHOUT REQUIRING
PANELIZED THE ABILITY TO GRASP THE HARDWARE(LEVER OR PUSH-TYPE IS ACCEPTABLE
M 8 P P TEMPERED 7. PER CBC 3304(c).
24 F 13 3'-0" X 7'-0" X 1-3/411 HM H HM 16/A9. - uj DOOR 7- & THE MAXIMUM EFFORT REQUIRED TO OPERATE EXIT DOORS IS 8.5 LBS.FOR
GLASS EXTERIOR DOORS;5 LES.FOR INTERIOR DOORS. 15 LBS,WHERE FIRE DOORS
25 E 08 3'-0" X 7'-0" X 1-3/4" HM - HM HM 16/A9.7 17/A9.7 - 18/A9.7 P P OH _0 0 7-- 0 0 9. ARE REQUIRED PER CBC CHAPTER 10.
GTHE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2"LOWER THAN THE THRESHOLD
OF THE DOORWAY. BEVEL 1:2 MAX,.SLOPE)WHERE THRESHOLD EXCEEDS
26 H 65 PR T-O" X T-101" X 1-3/411 HM - HM HM 16/A9.7 17/A9.7 - 3/A9.6 P P OH uj \T T T/ 1/4"IN HEIGHT.
10. ALL EXIT DOORS SHALL BE HANDICAPPED ACCESSIBLE.
27 E 07 31-011 X 71-011 X 1-3/411 HM - HM HM 16/A9.7 17/A9.7 - 18/A9.7 p P ./T MODIFY WIDTH OF DOOR STOP TO ACCOMMODATE TOTAL DOOR THICKNESS.
cn m 11. INCLUDING VENEER.
28 E 08 31-011 AX /1-011 X 1-3/411 HM - HM HM 16/A9.7 17/A9.7 - 18/A9.7 P P 12. MINIMUM STRIKE EDGE DISTANCES PROVIDED PER UBC 1004.4.9.2.3c.
A DURABLE SIGN WITH LETTERING ON A CONTRASTING BACKGROUND WILL BE PLACED
13. OVER ALL EXIT DOORS STATING"THIS DOOR TO REMAIN UNLOCKED DURING <<
29 H 09 PR 3'-0" X T-O" X 1-3/4" HM - Hm HM 16/A9.7 BUSINESS HOURS".
30 B 15 PR 3'-0" X T-O" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 18/A9.7 F F PH OH, WC A 14. SEE PROJECT MANUAL FOR HARDWARE GROUP INFORMATION Lu
31 B 01 PR T-O" X T-O" X 1-3/4" AL AL / GL TGL 14/A9.4 19/A9.4 18/A9.7 F F PH , OH-SEE WINDOW TYPE 'Pl SHT.A8.4 1 - 011 z
36 36 4-36 1 6 < uj
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0 77- u
33 A 03 3'-0" X 7'-0" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 19/A9.4 18/A9.7 F F PH OH-SEE WINDOW TYPE 'El SHT.A8.4
FULL
34 A 03 3'-0" X T-0" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 19/A9.4 18/A9.7 F F PH OH-SEE WINDOW TYPE 'El SHT.A8.4
H.C. SIGN 7
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METAL
LOUVERS WHERE OCCURS
PH OH POWER AUTO ASSIST
36 B 02 PR 3'-0" X 7'-0" X 1-3/4" AL AL GL TGL 14/A9.4 19/A9.4 18/A9.7 F F
-SEE WINDOW TYPE 'N' SHT.A8.4
c:)
37 A 03 3'-0" X T-0" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 19/A9.4 18/A9.7 F F PH , OH-SEE WINDOW TYPE 'El SHT.A8.4
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38 A 03 T-O" X T-O" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 18/A9.7 F F PH , OH-SEE WINDOW TYPE 'El SHT.A8.4 -1 0 0
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39 A 0 6 3'-0" X T-O" X 1-3/411 AL AL / GL TGL 19/A9.7 20/A9.7 18/A9.7 F F PH , OH-SEE WINDOW TYPE 'El SHT.A8.4
40 A 10 3'-0" X 7'-0" X 1-3/411 AL AL / GL TGL 19/A9.7 20/A9.7 18/A9.7 F F PH , OH-SEE WINDOW TYPE 'El SHT.A8.4
c:) METAL KICKPLATE
41 A 03 3'-0" X 7'-0" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 18/A9.7 F F PH , OH-SEE WINDOW TYPE 'El SHT.A8.4
Ll $ , - - WHERE OCCURS
42 A 03 3'-0" X T-0" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 18/A9.7 F F PH , OH-SEE WINDOW TYPE 'El SHT.A8.4
43 B 01 PR T-O" X T-O" X 1-3/4" AL AL / GL TGL 14/A9.4 19/A9.4 18/A9.7 F F PH , OH-SEE WINDOW TYPE 101 SHT.A8. F
44 A 03 31-011 X 71-o" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 18/A9.7 F F PH OH 3611 51-011 51-011 << Lu
45 A 03 T-0" X T-O" X 1-3/4" AL AL / GL TGL 19/A9.7 20/A9.7 18/A9.7 F F PH OH 3 3/411 O.C. U u.
46 A 16 3 _0" X T-O" X 1-3/411 AL AL / GL TGL 14/A9.4 30/A9.7 19/A9.4 1 O/A9.4 F F PH , OH-SEE WINDOW TYPE 'Cl SHT.A8.4 77
71 NIVA
47 A 16 3 0" X T-0" X 1-3/411 AL AL / GL TGL 14/A9.4 30/A9.7 19/A9.4 1 O/A9.4 F F PH , OH-SEE WINDOW TYPE 'C' SHT.A8.4 T 3/8" SQ. METAL u
48 H 18 rr%Rrj%'-O" X 71-011 X 1-3/411 AL SC WD WD 28/A9.7 29/A9.7 C/V ST F PANELIZED 3/4" SQ. PERIMETER
DUTCH DOOR
49 H 18 PR T-O" X T-0" X 1-3/4" AL SC WD WD 28/A9.7 29/A9.7 C/V ST F T METAL FRAME 0
c:) PANIC HARDWARE
CD CD I Ic
50 G 22 T-O" X 7'-0" X 1-3/4" AL SC WD WD 9/A9.7 I O/A9.7 2/A9.6 ST F RESTROOM , OH -1 �l T Z
- r*N. L---------------------J uj
51 G '22 T-0" X 7'-0" X 1-3/4" AL SC WD WD 9/A9.7 1 O/A9.7 2/A9.6 ST F RESTROOM , OH
1/2" SQ. METAL z U)
52 A 16 31-011 X 71-0" X 1-3/4" AL AL / GL TGL 14/A9.4 30/A9.7 19/A9.4 C/M F F PH , OH-SEE WINDOW TYPE 'Cl SHT.A8.4 @ 411 O.C.
53 A 16 3'-0" X T-O'll X 1-3/411 AL AL GL TGL 14/A9.4 30/A9.7 19/A9.4 C/M F F PH , OH-SEE WINDOW TYPE 'Cl SHT.A8.4 1/ -7 3/4" SQ. PERIMETER
METAL FRAME
cc2e
54 E 24 3'-0" X T-O" X 1-3/4" AL SC WD WD 9/A9.7 1 O/A9.7 M/v ST F 31-011
1-011 x 1-0
55 A 16 3 7 X 1-3/4" AL AL GL TGL 14/A9.4 30/A9.7 19/A9.4 C/M F F PH , OH-SEE WINDOW TYPE 'Cl SHT.
H-SEE WINDOW TYPEC' SHT.A8.4
0
56 A 62 3'-0" X T-O" X 1-3/4" AL AL GL TGL 14/A9.4 30/A9.7 19/A9.4 1 O/A9.4 F F
FG
PH OH-SEE WINDOW TYPE 'Cl SHT.A8.4 K L
57 A 33 3'4' X T-O" X 1-3/4" AL AL GL TGL 14/A9.4 15/A9.4 19/A9.4 C/M F F FOR CITY USE ONLY
-011 REVISIONS
FG I
8
oe-
PH OH-SEE WINDOW TYPE 'Cl SHT.A8.4 'o DATE INITIAL DATE
58 A 33 3'4' X T-0" X 1-3/4" AL AL GL TGL 14/A9.4 15/A9.4 19/A9.4 1 O/A9.4 F F 11 11 0.C.
FG 36 48 48 33/4 REET TITLE:
08/04/03
PH OH-SEE WINDOW TYPE 'Cl SHT.A8.4 08/15/03 TER/SEWER
59 A 33 T-0" X T-0" X 1-3/4" AL AL / GL TGL 14/A9.4 15/A9.4 19/A9.4 1 O/A9.4 F F FG ommmommew DOOR SCHEDULE
PH OH-SEE WINDOW TYPEC' SHT.A8.4 08/26/03 ADDENDUM#4 GRO/DRAIN
z TRAFFIC
60 A 17 3'-0" X T-0" X 1-3/4" AL AL / GL TGL 14/A9.4 15/A9.4 19/A9.4 1 O/A9.4 F F 11/05/03 BULLETIN#2
FG
11/25/03 BULLETIN#4 FINAL CHECK
WOOD PR. WOOD 3/4" SQ. PERIMETER 12/22/03 BULLETIN#� 1; R/W
61 A 16 T-O" X T-0" X 1-3/4" AL AL / GL TGL 14/A9.4 15/A9.4 19/A9.4 13/A9.6 F F PH , OH-SEE WINDOW TYPE 'Cl SHT.A8.4 u I/14/U4 BULLETIN#9 AS CONST.
SLIDER 131-FOLD 7z - - - 3/8" SQ. METAL 02/6/04 BULLETIN#11
62 A 3'-0" X T-0" X 1-3/4" AL AL / GL TGL 14/A9.4 15/A9.4 19/A9.4 C/M F F PH , OH-SEE WINDOW TYPE 'Cl SHT.A8.4 W_
METAL FRAME 03/26/04 BULLETIN#14 ,A\
DOOR DOOR 40% 1
7-
C:)
63 A 16 T-O" X T-O" X 1-3/4" AL AL / GL TGL 19/A9.4 13/A9.6 F F PH OH-SEE WINDOW TYPE 'Cl SHT.A8.4 ----------- 3/8" THK. MEATAL THESE,PLANS WERE PREPARED BY: FOR PRIVATE USE
PH OH - SEE DETAIL 20/A9.8 11110 PLATE FOR INITIAL DATE om
64 H 20 PR 3'-0" X T-O" X 1-3/4" HM 90 HM HM 1/A9.9 2/A9.9 20/A9.8 ST P
90 MIN. HM DOOR LOCKSET DRAWN
0 0 CHECKED
65 G 23 T-0" X T-O" X 1-3/4" AL 20 SC / WD WD 26/A9.7 27/A9.7 2/A9.6 ST F RESTROOM OH L
if SQ
1/2 METAL NAME DATE
66 G 23 T-0" X T-0" X 1-3/4" AL 20 SC / WD WD 26/A9.7 27/A9.7 2/A9.6 ST F RESTROOM OH T @ 4 If O.C. LICENSE NUMBER FILE REN 07-31-/05
OH -3
67 E 26 3'-0" X T-0" X 1-3/4" HM 90 HM HM I/A9.9 2/A9.9 ST P /4" SQ. PERIMETER CITY OF RANCHO CUCAMONGA
------- 90 MIN. HM DOOR 1-011 1-011 Mt I AL FRAME
3 3
PROJECT NAME CE TRAL P RK
27 T-O" X T-101" X 1-3/4" AL SC WD WD 26/A9.7 27/A9.7 ST F OH _7 _7 JOB NO.. 2002-04
68 C
SENIOR CENTER AND COMMUNITY CENTER
11200 BASE LINE RD. RANCHO CUCAMONGA CA 91701
69 H 69 PR T-O" X T-0" X 1-3/4" AL SC WD WD 28/A9.7 29/A9.7 13/A9.6 ST F SHEET TITLE DRAWN BY: NSG
p PH I OH , FLG D R HEDULE
70 A 16 T-10" X T-0" X 1-3/4" HM 20 HM/ GL TGL 6/A9.4 9/A9.4 1 O/A9.4 F SEE WINDOW TYPE 'CSHT.A8.4 CHECKED BY: RAW
APPROVED
71 A 16 3'-0" X 7'-0" X 1-3/4" HM 20 HM GL TGL 7/A9.4 9/A9.4 F p OH FLG
DATE: 03- 4
-OR
DATE COMMUNITY SERVICE DIRECII
72 D 19 PR 3'-0" X 7-0" X 1-3/4" HM SC WD WD I/A9.8 2/A9.8 M/C ST P
SHEET:
APPROVED
DOUBLE ACTING- PROVIDE CENTER SHEE
T OF on
73 D 32 PR 3'-0" X 7-0" X 1-3/4" HM 20 SC WD WD I/A9.8 3/A9.6 ST P
MULLION W/ OFFSET DOOR STOPS DRAWING
0
OF
NO.
74 C 32 T-O" X 7'-0" X 1-3/4" HM 20 SC WD WD I/A9.8 2/A9.8 3/A9.6 ST P 0 H DATE RCE NO. CITY ENGINEER .911
.........................
=19/A9-720/A9.7
0
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U
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REMARKS
REMARKS
SIZE uj DETAILS FINISH SIZE DETAILS FINISH
LLJ LEGEND
z CL uj LLJ z uj cx Lij ENTRAL
cz <� uj I- w LIJ
I- U- cm co ad W_ 3: a m co CORE CLOSER
0 cn a U- 0 cn
0 0 z ::E 0 0 z < HRESHOLD 0
u u SC SOLID CORE WOOD OH OVERHEAD
-0
WIDTH HEIGHT / THICKNESS uj HRESHOLD WIDTH HEIGHT / THICKNESS 0 uj 0
0 0 0 0 0
-T! ^11 1 A 11 0 Im ^0 HAA WC)l I r)W hAr-T.&I
.! X X W A A�9-% �1- 1 1 ---11 11-1-
ly r 1 00 / _u L Vv L) I r
i IM 1 A-%L '91`3 L 5 'A9.4 9A"".4 12A9.6 Fi G, WC 1162 0 A' D FC FLOOR CLOSER
0 - - z ri %.2 t-7 o/ 12/ ri rl rL
90 B 3 PR x x -3/4 Pe 1 06 1
91 D 41 PR 31-011 X 71-011 X 1-3/411 HM - SC WD WD 1/A9.8 2/A9.8 12/A9.6 ST p OH 163 E 24 X-O" X 7'-0" X 1-3/4" AL - SC / WD WD 28/A9.7 29/A9.7 ST F FACE MATERIAL AUTO AUTOMATIC
------ GL GLASS PH PANIC HARDWARE
92 C 42 X-O" X 7'-0" X 1-3/4" HM 20 SC / WD WD I/A9.8 3/A9.6 ST P OH 164 E 24 3'-0" X 7'-0" X 1-3/4" AL - SC / WD WD 28/A9.7 2 /A9.7 ST F TGL TEMPERED GLASS MS MAGNETIC SWITCH L
93 C 42 3'-0" X 7'-0" X 1-3/4" HM, 20 SC / WD WD 1/A9.8 2/A9.8 3/A9.6 ST P OH 165 L 59 3'-0" X 6'-0" X 3/411 MTL. - MTL. FRAME MTL. p p PH SEE 20/A9.2 HM HOLLOW METAL NOTE: 0 16 qbb. P-A,
94 D 41 PR 3'-0" X 7'-0" X 1-3/4" HM - SC / WD WD 1/A9.8 2/A9.8 12/A9.6 ST p OH 166 L 59 X-O" X 6'-0" X 3/411 MTL. - MTL. FRAME MTL. P P PH SEE 20/A9.2 HM/WV HOLLOW METAL W/WOOD PH TO BE U.L. LISTED
VENEER FACING FOR ORDINARY ASSEMBLY USE. P A R K
95 D 41 PR 3'-0" X 7'-0" X 1-3/4" HM SC / WD WD 1/A9.8 2/A9.8 12/A9.6 ST p OH 167 E 24 3'-0" X 7'-0" X 1-3/4" AL SC WD WD 28/A9.7 29/A9.7 ST F S.s STAINLESS STEEL FRAME FINISH RANCHO CUCAMONGA
WD WOOD
4
Hivi SC / WD D "A9.8 "" 'A9.8 ST p CH 1 ,8 2 1 0" X 7 -01! X '21-j^/j4!' AL WD WD 28/A9.7 29/A9.7 OT F
96 43 3 x 0" X 1-3/4" W 2/A9.6 F FACTORY
FLG FIRE LITE GLASS
97 A 16 3'-0" X 7'-0" X 1-3/4" HM 20 STL GL TGL 6/A9.4 9/A9.4 19/A9.4 8/A9.6 F F PH I OH FLG 169 E 24 X-01" X 7-0" X 1-3/4" AL SC WD WD 28/A9.7 29/A9.7 ST F - FG FROSTED GLASS P PAINT
SEE WINDOW TYPE'C' SHT.A8.4
98 H 35 PR 3'-0" X T-0" X 1-3/4" AL - SC WD WD 28/A9.7 29/A9.7 12/A9.6 ST F 170 E 24 3'-0" X 7-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F - DOOR FINISH
ALUM ALUMINUM
99 G 23 3'-0" X T-O" X 1-3/4" AL 20 SC WD WD 26/A9.7 27/A9.7 2/A9.6 ST F RESTROOM OH 171 E 24 X-O" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F - F FACTORY
HM HOLLOW METAL
100 G 23 3'-0" X T-0" X 1-3/4" AL 20 SC WD WD 26/A9.7 2/A9.6 ST F RESTROOM OH 1 2 E 24 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F - P PAINT RJM DESIGN GROUP
101 H 20 PR 3'-0" X 7'-0" X 1-3/4" HM 90 HM HM 1/A9.9 2/A9.9 P P PH I OH - SEE DETAIL 20/A9.8 173 1 67 3'-0" X 7'-0" X 1-3/411 AL SC / WD WD 28/A9.7 29/A9.7 8/A9.8 8/A9.6 ST F - ST STAIN/SE LER 31591 CAMINO CAPISTRANO
90 MIN. HM DOOR SAN JUAN CAPISTRANO,CA 92675
WINDOW COVERING
102 A 16 3'-0" X 7'-0" X 1-3/4" AL AL GL TGL 14/A9.4 15/A9.4 19/A9.4 13/A9.6 F F PH OH-SEE WINDOW TYPE 'C' SHT.A8.4 174 F 58 3'-0" X 7'-0" X 1-3/4" HM HM HM 11/A9.9 12/A9.9 20/A9.4 p P PROVIDE 4 SIDED METAL FRAME WWW.RJMDESIGNGROUP.COM
WC ROLL-DOWN CONSULTANT:
103 H 69 PR 3'-0" X 7'-0" X 1-3/4" AL SC WD WD 26/A9.7 27/A9.7 13/A9.6 ST F 175 58 31-011 X 71-011 X 1-3/411 HM HM HM 11/A9.9 12/A9.9 20/A9.4 p P PROVIDE 4 SIDED METAL FRAME SHADE
104 A 16 3'-0" X 7'-0" X 1-3/4" AL AL GL TGL 14/A9.4 30/A9.7 19/A9.4 13/A9.6 F F PH OH-SEE WINDOW TYPE 'C' SHT.A8.4 176 F 58 31-011 X 71-011 X 1-3/411 HM HM HM 11/A9.9 12/A9.9 20/A9.4 P P PROVIDE 4 SIDED METAL FRAME
105 A 16 3'-0" X 7'-0" X 1 AL AL GL TGL 14/A9.4 30/A9.7 19/A9.4 1 O/A9.4 F F PH OH-SEE WINDOW TYPE 'C' SHT.A8.4 177 F 58 3'-0" X 7'-0" X 1-3/4" HM HM HM 11/A9.9 12/A9.9 20/A9.4 P P PROVIDE 4 SIDED METAL FRAME
106 H 44 3'-0" X T-O" X 1-3/4" AL SC WD WD 28/A9.7 29/A9.7 12/A9.6 ST F 178 E 70 3'-0" X 7'-0" X 1-3/4" HM 90 HM HM 1/A9.9 2/A9.9 4/A9.4 p P 90 MIN. DOOR / FRAME
107 A 17 3'-0" X 7'-0" X 1-3/4" AL AL GL TGL 14/A9.4 15/A9.4 19/A9.4 13/A9.6 F F PH OH-SEE WINDOW TYPE 'C' SHT.A8.4 179 E 70 3'-0" X 7'-0" X 1-3/4" HM 90 HM HM 1/A9.9 2/A9.9 4/A9.4 P P 90 MIN. DOOR / FRAME
108 C 66 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 6/A9.8 2/A9.8 8/A9.6 ST F OH 180 L 59 PR 3'-0" X 6'-0" X 3/411 MTL. - MTL. FRAME MTL. P P PH SEE 20/A9.2
109 E 24 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 8/A9.6 ST F 181 L 59 PR 3'-0" X 6'4' X 3/411 MTL. MTL. FRAME MTL. p P PH SEE 20/A9.2 SUB CONSULTANT.
R ..............w
110 A 29 3'-0" X 7'-0" X 1-3/4" HM 20 HM / GL TGL 6/A9.4 7/A9.4 19/A9.4 8/A9.6 F F PH OH , FLG
SEE WINDOW TYPE'CSHT.A8.4 DOOR TYPE GENERAL N TE
ill A 29 3'-0" X 7'-0" X 1-3/4" HM 20 HM / GL TGL 6/A9.4 7/A9.4 19/A9.4 8/A9.6 F F PH OH , FLG 3611 JJ* 6 1 - 011 3611 61 - 011 1, ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A
SEE WINDOW TYPEC' SHT.A8.4 4 KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE WITH THE 2001 CBC
611 24 if 1004.
112 E 45 3'-0" X 7'-0" X 1-3/4" AL 20 SC / WD WD 26/A9.7 27/A9.7 8/A9.6 ST F 2. HAND-ACTIVATED DOOR OPENING HARDWARE MUST BE MOUNTED BETWEEN 30 AND
01 44 INCHES ABOVE FINISH FLOOR.
PH , OH , FLG -7 11 3. THE SWEEP OF A DOOR CLOSER SHALL BE ADJU TED S T T FR
POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO
77- 611
113 A 29 X-101" X 7-0" X 1-3/4" HM 20 HM / GL TGL 6/A9.4 7/A9.4 19/A9.4 8/A9.6 F F 016
SEE WINDOW TYPE'C' SHT.A8.4 A POINT 3 FROM THE LATCH AS MEASURED FROM THE LEADING EDGE OF THE DOOR.
PH OH , FLG 4. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR
114 A 29 3'-0" X 7'-0" X 1-3/4" HM 20 HM / GL TGL 6/A9.4 7/A9.4 19/A9.4 8/A9.6 F F T T SWINGS SHALL EXTEND 2411 PAST THE STRIKE EDGE OF THE EXTERIOR DOORS AND
SEE WINDOW TYPE'C' SHT.A8.4 7 e 1811 FOR INTERIOR DOORS.
5. THE LOWER 10"OF THE DOOR SHALL BE A SMOOTH AND PLANE SURFACE.
115 E 24 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F (NO RECESS OR TRAP),
Lu WOOD
------------- 61 EXTERIOR LEVEL LANDING MAY SLOPE UP TO 11411 PER FOOT IN ANY DIRECTION
FOR SURFACE DRAINAGE. SEE CIVIL DRAWINGS FOR GRADE ELEVATIONS. mmm�
116 E 24 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F A PANELIZED
C) 0 TEMPERED 7. SEE DETAIL 28/A2.3 FOR H/C DOOR SIGNAGE AT RESTROOMS. 100
F OH uj DOOR & DOOR HARDWARE SHALL BE OPENABLE WITH A SINGLE EFFORT WITHOUT REQUIRING CL
117 E 46 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST T T I
GLASS THE ABILITY TO GRASP THE HARDWARE(LEVER OR PUSH TYPE IS ACCEPTABLE
_A9 PER CBC 3304(c).
0
118 G 64 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 2/A9.6 ST F RESTROOM OH 0 0 0 0 9. THE MAXIMUM EFFORT REQUIRED TO OPERATE EXIT DOORS IS&5 LBS.FOR A
0 ae
EXTERIOR DOORS;5 LBS.FOR INTERIOR DOORS, 15 LBS.WHERE FIRE DOORS
\T \T T/ ARE REQUIRED PER CBC CHAPTER 10. uj
119 G 64 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 2/A9.6 ST F RESTROOM OH
1.;7- - - - I/- I - io� THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/211 LOWER THAN THE THRESHOLD
pq" I OF THE DOORWAY. BEVEL 1:2 MAX,.SLOPE)WHERE THRESHOLD EXCEEDS
120 D 21 PR X-O" X 7'-0" X 1-3/4" AL SC / WD WD 9/A9.7 1 O/A9.7 21/A9.6 ST F OH - SEE DETAIL 20/A9.8 T\� *-o T\ 114"IN HEIGHT. smomw
co 7 11. ALL EXIT DOORS SHALL BE HANDICAPPED ACCESSIBLE.
121 A 47 3'-0" X 7'-0" X 1-3/4" AL AL GL TGL 14/A9.4 30/A9.7 1 O/A9.4 F F OH - SEE WINDOW TYPEC' SHT.A8.4 /* 12. MODIFY WIDTH OF DOOR STOP TO ACCOMMODATE TOTAL DOOR THICKNESS. uj
j I INCLUDING VENEER.
-J 13, MINIMUM STRIKE EDGE DISTANCES PROVIDED PER UBC 1004A.9.23c.
q4q - - - ---T___ ae
cb 122 G 22 3'-0" X 7'-0" X 1-3/4" AL SC WD WD 28/A9.7 29/A9.7 2/A9.6 ST F RESTROOM OH 14, A DURABLE SIGN WITH LETTERING ON A CONTRASTING BACKGROUND WILL BE PLACED (D
OVER ALL EXIT DOORS STATING"THIS DOOR TO REMAIN UNLOCKED DURING F�
BUSINESS HOURS". moomw 2: 0;'m
123 G 22 3'-0" X 7-0" X 1-3/4" AL SC WD WD 28/A9.7 29/A9.7 2/A9.6 ST F RESTROOM OH B .01
15. SEE PROJECT MANUAL FOR HARDWARE GROUP INFORMATION Ar o F�
Ac�
124 A 16 3'-0" X T-O" X 1-3/4" AL AL GL TGL 14/A9.4 15/A9.4 19/A9.4 8/A9.6 F F PH OH-SEE WINDOW TYPE 'C' SHT.A8.4 If 1 - 011
36 36 36 6 UJ
e- 2 e- 10 41
125 A 16 3'-0" X 7-0" X 1-3/4" AL AL GL TGL 14/A9.4 30/A9.4 19/A9.4 8/A9.6 F F PH OH-SEE WINDOW TYPECSHT.A8.4
%oz
7
126 H 19 PR X-O" X T-0" X 1-3/4" AL SC WD WD 6/A9.8 7/A9.8 12/A9.6 P F
q. FULL
laftft"w"no - -
127 -H 19 PR 3'-0" X P-O" X 1-3/4" AL SC WD WD 6/A9.8 7/A9.8 12/A9.6 ST F H.C. SIGN
METAL D
LOUVERS WHERE OCCURS
128 H 19 PR 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD I/A9.8 2/A9.8 12/A9.6 ST F
129 H 19 PR 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD I/A9.8 2/A9.8 12/A9.6 ST F
130 G 48 3'-0" X 7-0" X 1-3/4" AL SC / WD WD 9/A9.7 1 O/A9.7 2/A9.6 ST F RESTROOM , OH ML
c:) I it
0 -1 0 0
131 E 49 X-O" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 8/A9.6 ST F OH L0
132 E 50 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 9/A9.7 1 O/A9.7 8/A9.6 ST F OH
133 E 49 3'-0" X 7-0" X 1-3/4" AL SC / WD WD 9/A9.7 I O/A9.7 8/A9.6 ST F 0 H 7- UJ
C) METAL KICKPLATE f 1
134 E 49 3'-0" X 7-0" X 1-3/411 AL SC / WD WD 9/ 9.7 IA/An -71 1 In/Ag OH LL
D r_
TV WHE1\L OCCURS
135 A 51 X-O" X 7'-0" X 1-3/4" AL AL GL TGL 28/A9.7 29/A9.7 1 O/A9.4 F F OH
E 51 3'-0" X 7'-0" X 1-3/4" AL SC WD WD 28/A9.7 29/A9.7 8/A9.6 ST F OH F H
136
137 E 50 3'-0" X 7'-0" X 1-3/4" AL SC WD- WD 9/A9.7 I O/A9.7 8/A9.6 ST F 0 H 44.- 3611 OWL, 51-011 51-011 G3 3/411 O.C.
138 A 51 3'-0" X 7'-0" X 1-3/4" AL AL GL TGL 14/A9.4 30/A9.7 19/A9.4 1 O/A9.4 F F
139 A 52 3'-0" X 7-0" X 1-3/4" AL AL GL TGL 14/A9.4 30/A9.7 19/A9.4 1 O/A9.4 F F
slow=
140 A 52 3'-0" X 7'-0" X 1-3/4" AL - AL GL TGL 14/A9.4 30/A9.7 19/A9.4 1 O/A9.4 F F WOOD 3/8" S ET L U uj
141 E 51 3'-0" X 7'-0" X 1-3/4" AL - SC WD WD 9/A9.7 1 O/A9.7 8/A9.6 ST F PANELIZED -3/4" SQ. PERIMETER z
DUTCH DOOR METAL FRAME
142 A 51 X-O" X 7'-0" X 1-3/4" AL - AL GL TGL 14/A9.4 30/A9.7 19/A9.4 I O/A9.4 F F
CD
I PANIC HARDWARE
143 E 53 3'4' X 7-0" X 1-3/4" AL - SC / WD WD 28/A9.7 29/A9.7 I O/A9.4 ST F T T
------------------------
144 E 53 31-011 X 71-011 X 1-3/411 AL SC / WD WD 28/A9.7 29/A9.7 1 O/A9.4 ST 1/2" SQ. METAL
T T T @ 411 O.C.
145 D 54 PR 3'-0" XI-O" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 1 O/A9.4 ST F 0 H
-7 77 7`77� < 3/4" SQ. PERIMETER
14.0
146 E 24 31-011 X 71-011 X 1-3/4" HM SC WD WD 6/A9.8 7/A9.8 P P OH cn IA 11 METAL FRAME
147 H 18 PR 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 12/A9.6 ST F 1-011
3 REVISIONS FOR CITY USE ONLY INITIAL DATE
148 E 24 3'4' X 7'-0" X 1-3/4" AL SC / WD WD 9/A9.7 1 O/A9.7 12/A9.6 ST F DATE DESCRIPTION APPROVED TITLE:
0 8/04 BULLETIN#19 STREET DOOR SCHEDULE
149 E 24 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F 76/30/04 BULLETIN#20 WATER/SEWER
L 07/27/04 BULLETIN#21 GRO/DRAIN
150 E 24 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F 1-011 09/07/04 BULLETIN#22 TRAFFIC
8 11 11 O.C. 10/11/04 BULLETIN#25 FINAL CHECK
151 E 24 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F 36 48 48 /---/33/4 12/17/04 BULLETIN#26 R/W
10
152 E 24 3'-0" X T-O" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F -------- Sk THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
- V N A[\ N LVA-11.
INITIAL DATE ell
153 E 24 3'-0" X 7'-0" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F ------ R. c
DRAWN
WOOD 17 PR. WOOD 3/4" SQ. PERIMETER
154 E 24 3'-0" X T-O" X 1-3/4" AL SC / WD WD 28/A9.7 29/A9.7 ST F .41 K 11
3/8" SQ. METAL NAME DATE Cie NO,C10620
SLIDER z 131-FOLD LICENSE NUMBER FILE REN.07-31-05
155 L 59 3'-0" X 6'-0" X 3/411 MTL MTL. FRAME MTL. P P PH SEE 20/A9.2 DOOR ------ DOOR METAL FRAME
C)
60 MTL. P P 3/8" THK. MEATAL CITY OF RANCHO CUCAMONGA P, fo
156 0 PR 3'-0" X 7'-0" X -3/411 MTL MTL. FRAME C) ISO 0 F PA,
-1 PLATE FOR
157 N 55 PR. BI-FOLD LOUVERED 4'-0" X 4'-0" X 3/4' WD WD WD 9/A9.9 I O/A9.9 9/A9.9 ST ST N-------- 00 LOCKSET PROJECT NAME CENT AL PARK".............
JOB NO.: 2002-04
SENIOR CENTER AND COMMUNITY CENTER
158 L 59 3'-0" X 6'-0" X 3/411 MTL MTL. FRAME MTL. p p PH SEE 20/A9.2 C:) 1/2" SQ. METAL 11200 BASELINE RD. RANCHO CUCAMONGA, CA 91701
SHEET TITLE
CIO @ 411 O.C. DOOR SCHEDULE
DRAWN BY: NSG
159 L 59 3'-0" X 6'-0" X 3/411 MTL MTL. FRAME MTL P P PH SEE 20/A9.2 CHECKED BY: RAW
160 L 59 3'-0" X 6'-0" X 3/411 MTL MTL. FRAME MTL. P PH SEE 20/A9.2 METAL FRAME
3 -011 3 1-011 DATE: 03-26-04
4 7� DATE
161 M 56 3'-0" X 7'-0" X 1-3/4" AL SC WD WD 3/A9.9 1 O/A9.9 3/A9.9 ST F V' COMMUNITY SERVICE DIRECTOR mmmmmm�
W,
APPROVED SHEET:
SHEET OF
DRA
0 NO� 0 F
DATE RCE NO, CITY ENGINEER
Tio-ej E THRESI T=z)
=S-T-
109 9/A�
iin 7/ q 0 s
122 ST
2/A9.8 zs
9/A9 71
9
28 A .7
134
=9/A91.71 0/
[9;/A 9:.7:
28/A9.7
28E/A7
9
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=A9.8
-=T-
WINDOW SCHEDULE GENERAL NOTES
CENTRAL
SIZE DETAILS REMARKS SIZE DETAILS REMARKS 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE -"IN
USE OF AKEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE NO& "I
w (n X NTH THE 1999 UBC 1004. Nook,
w cn :2 0- cn cn cn m CL cn
cn < w
w :5 E 11-- (n < - E 2. HAND-AC11VATED DOOR OPENING HARDWARE MUST BE MOUNTED
u_ a m _j 1 5 0 m
uj z u_ U- _j BETWEEN 30 AND 44 INCHES ABOVE FINISH FLOOR.
_j < :2 _j w z < _j 'Romp..
m w vi _j Ill w L
0
z: !E 3. THE SWEEP OF A DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM
AN OPEN POS111ON OF 70 DEGREES THE DOOR WILL TAKE AT LEAST
1 7 59-16" ALUM. A 1/4" F 21 14 24 71 7 I-opt 59-61' ALUM. A 1/4" F 27 29 30 WINDOW COVERING - SH FROM THE LEADING EDGE OF THE DOOR.
,!��A9.4 A9.4�CA9.4 A9.4 A9.4 A9.4 Y A R
2 7$_011 79-2" ALUM. D 1/4" F 21 22 25 72 7 9_099 59-6" ALUM. A 1/4" F WINDOW COVERING - SH 4. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO MICH THE DOOR
A9.4 A9.4 A9.4 SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE EXTERIOR PANCHO CUCAMONGA
3 79-091 71-2" ALUM. D 1/419 F 21 A9.4 22 -`4 25 73 79-091 50-619 - ALUM. A 1/4" F WINDOW COVERING - SH DOORS AND 18" FOR INTERIOR DOORS.
_,�A9. A9.4 000, Ole 5. THE LOWER 10" OF THE DOOR SHALL BE A SMOOTH AND PLANE SURFACE.
4 7 9_099 79-2" ALUM. D 1/4" F 21 A9.4 22 A9.4 25 A9.4 74 7 9_099 79-2" - ALUM. E 1/4 to F 21 25 --' WINDOW COVERING - SH (NO RECESS OR TRAP).
[��A9.4>_`X9.8�,�A9.4
I-011 to 21 22 25 9 0%.d
5 7 79-2" ALUM. D 1/4 F A9.4 A9.4 A9.4 75 7 -Opp 59-699 - ALUM. A 1/4" F 4.1 14 24 WINDOW COVERING - SH 6. EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4- PER FOOT IN ANY
-------- A9.4 4 ��CA9.4
:::�A9. DIRECTION FOR SURFACE DRAINAGE. SEE CIVIL DRAWINGS FOR GRADE
6 99-6'0 99-8" ALUM. 0 1/4 to F 21 3 25 76 79-099 59-15" - ALUM. A 1/4" F 21 14 24 .,� WINDOW COVERING - SH ELEVATIONS.
L!�-�A9.4 A9.8 A9.4 - A ell A
21 14 24 WINDOW COVERING SH FLG 45 MIN FRAME 9 ^$9 - --1- Ag.A_,�A9.4 7. SEE SIGNAGE PACKAGE FOR H/C DOOR SIGNAGE AT RESTROOMS.
7 7 5"-6" MTL. A 1/4 P �A9.4 A9.4 AA9.4 77 7 -0 59-6" - ALUM. A 1/4" F 21 14 A9.A 24 WINDOW COVERING - SH
I-Oss $!-on 27 18 30 9 A9.4 CA9.41 8. DOOR HARDWARE SHALL BE OPENABLE WITH A SINGLE EFFORT WITHOUT RJM DESIGN GROUP
8 7 8 - ALUM. F 1/4" F A9.4 A9.4 A9.4 - 78 7 -Opp 79-29s - ALUM. E 1/4" F 21 14 ��' 25 WINDOW COVERING - SH REQUIRING THE ABILITY TO GRASP THE HARDWARE (LEVER OR PUSH
L��A9.4 AQ.R A9.4 TYPE IS ACCEPTABLE PER CBC 3304 (c). 31591 CAMINO CAPISTRANO
9_019 11-099 - it 27 18 30 - SAN JUAN CAPISTRANO,CA 92675
9 7 8 ALUM. F 1/4 F 79 7 8 _019 - ALUM. F 1/4" F 27 29 30 , WINDOW COVERING - SH 949-493-2600 FAX 949-493-2690
A9.4 A9*4 A9.4 �,��A9.4,��A9.4 A9.4 9. THE MAXIMUM EFFORT REQUIRED TO OPERATE EXIT DOORS IS 8.5 LBS. WWW.RJMDESIGNGROUP.COM
10 7 9_099 59-16" - ALUM. A 1/4 to F 27 29 30 - $-Ott 21 3 30 R EXTERIOR DOORS; 5 LBS. FOR INTERIOR DOORS. 15 LBS. MERE
A9.4 A9.4 A9.4 80 3 49-2$9 - ALUM. H 1/4" F A9.4 A9.7��CA9.4 WINDOW COVERING - SH FIRE DOORS ARE REQUIRED PER CBC CHAPTER 10. CONSULTANT:
11 22'-6 9/16" 99-8" - ALUM. P 1/4" F 21 3 2%j - 21 2 30 10. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN
c
A9.4 A9.8 A9.4 81 129-2 3/499 49-209 - ALUM. G 1/4" F A9.4 A 9.7 !?`_A�9.4 WINDOW COVERING - SH THE THRESHOLD OF THE DOORWAY. BEVEL 1:2 MAX,. SLOPE) WHERE
12 79-099 5*-6" - ALUM. A 1/499 F 27 29 30 WINDOW COVERING - SH 82 3 9_099 41-299 - ALUM. H 1/4" F 21 30 WINDOW COVERING - SH THRESHOLD EXCEEDS 114" IN HEIGHT.
$-of$ $0 A 9.4 �A�9.4 A9.4 �A9.4 ,��A9.7 A9.4 11. ALL EXIT DOORS SHALL BE HANDICAPPED ACCESSIBLE.
13 7$-oil 51-15" - ALUM. A 1/4 F 27 A9.4 29_A9.4 30 A9.4 WINDOW COVERING - SH 83 7 I-Oss 79-299 - ALUM. D 1/4" F 21 A9.4 ���A9.4 �A9.4 12. MODIFY WIDTH OF DOOR STOP TO ACCOMMODATE TOTAL DOOR THICKNESS.
14 7 59-6" - ALUM. A 1/4" F 27 29 30 WINDOW COVERING - SH 84 99-609 99-890 - ALUM. N 1/4" F 21 3 25 INCLUDING VENEER.
I zz $ �A9.4_,�A9.4 A9.4 AG A A9.8�,�AA9.4 1 - MINIMUM STRIKE EDGE DISTANCES PROVIDED PER UBC 1004.4.9.2.3a.
7 -Opp 5'-6" - ALUM. A 1/4" F 27 A9.4 29 A9.4 30 A9.4 WINDOW COVERING - SH 85 9$'-600 99-8's - ALUM. N 1/4" F 21 69 d ��A9.8 25
A9.4 14. A DURABLE SIGN WITH LETTERING ON A CONTRASTING BACKGROUND WILL
16 79-099 59-15" - ALUM. A 1/4 F 27 A9.4 29 A9.4 3��A9.4 WINDOW COVERING - SH 86 7 9_099 79-291 - ALUM. D 1/4" F 21 A9.4 22 A9.4 25 A9.4 LOCKED DURING BUSINESS HOURS SUB CONSULTANT:
17 7 9_099 59-6" - ALUM. A 1/4 F 27 A9.4 29 A9.4 30 A9.4 WINDOW COVERING - SH 87 3 P-099 41"1 - ALUM. H 1/4" F 21 3 30 WINDOW COVERING - SH 15. PANIC HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF THE UBC
A9.4 A9.7 A9.4 STANDARD 10-4 THE ACTIVATING MEMBER SHOULD BE MOUNTED BETWEEN
18 79-0" 79-2" - ALUM. E 1/499 F 21 A9.4 14 A9.8 25 A9.4 WINDOW COVERING - SH 88 129-2 3/4 to 49-2" - ALUM. G 1/4" F 21 A9.4 2 A9.7 30 A9.4 WINDOW COVERING - SH 30" AND 44" ABOVE THE FLOOR. (1003.3.1.9)
19 7s-001 59-6" - ALUM. A 1/4 is F 21 14 24 WINDOW COVERING - SH 89 3 9_09P 49-299 - ALUM. H 1/4" F 21 3 30 WINDOW COVERING - SH 16. INTERIOR FINISH SHALL BE PROVIDED IN ACCORDANCE W/ TITLE 24,
A9.4 A9.4 A9.4 A9.4 A9.7 A9.4 SECTION 804, AS FOLLOWS:
20 7 9_099 50-6" - ALUM. A 1/4ts F 21 14 24 WINDOW COVERING - SH 90 7$-oil 8 9_099 ALUM. F 1/4" F 27 29 30 WINDOW COVERING - SH CLASS 2 CORRIDORS
A9.4 A9.4 014 - I I I A9.4 A9.4.f., A9.4 CLASS 3 ROOMS
2 $-Opp - $1 21 14 25 WINDOW COVERING - SH
7 79-2" ALUM. E 1/4 F A9.4 A9.8 A9.4 17. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER
22 7 9_009 5$-6" - ALUM. A 1/4 of F 21 14 24 WINDOW COVERING - SH MATERIALS TO COMPLY WITH FIRE CODE SECTION 1103.3.3.
A9.4 A9.4 A9.4
I-Ols 1_091 - 27 111� 29 30 WINDOW COVERING - SH L OORS AND WINDOWS UNDER ARCADE ROOF SHALL NOT RECIEVE
23 7 8 ALUM. F 1/4 F A9.4 A9.4_,,,`*�'A9.4 6" PLASTER TRIM.
24 3 1-099 49-2" - ALUM. H 1/4 to F 21 3 30 WINDOW COVERING - SH 19. CONTRACTOR TO VERIFY AND COORDINATE ALL DOOR TYPES WITH
A9.4 7 A9.4 TRANSOM AND SIDELIGHT WINDOW TYPES. SEE THE REMARKS COLUMN
so 21 IN THE DOOR SCHEDULE AND SEE SHT. A8.4 & A8.5 FOR WINDOW TYPES.
IL��� 2 WINDOW COVERING - SH
25 129-2 3/49f 411-2" ALUM. G 1/4 F A9.4 7 'Ag.4 51-611 71-011
$_Osp 9 0%" j$1 21 3 30 WINDOW COVERING - SH 1-011 1-011 1-011 CL
26 3 4 ALUM. H 1/4 F 'A A 7 7 3 21-611 If
A9.4 7 A9.4 v 4 Lu
31-411 31-41?
17 411 411 1 /Z liff"p-
\�� +
31-411 31-411 31 ;'9/- 31-411 1
v /Z T 00
_-7/ - - z
LT__1 -
A-W
ull
N 00
V_ Ar
x 4D RT
a. 1 2 9 T T C Zo' (D
`p
C�
�0_ T T
30 2 1 25 LO ">_
W-62' 9*-8" ALUM. N 1/4 F oo
Lr) 04 &4
NT c� T T C�
_,�A9.8 00 CD 00
A9.4
21 3 30 IF
- SH 11-1 - -,97 %
31 _0$9 A9.4 WINDOW COVERING _1 L __ I I I u
3 49-2" ALUM. H 1/4 F A 7 ��A9.4 61 T T uj
21 2 30 WINDOW COVERING - SH
32 129-2 3/491 4*-2" ALUM. G 1/4 F A .4 7 A9.4 % f 1%
An I co
j
$-C is F.F. F.F. F.F. L_T F.F. El
s; Z3 �4'0 33 3 4t-2" ALUM. H 1/4 F 21 3 30 WINDOW COVERING - SH - ;-j \1 'i
is (00 Qz�' o A9.4,,,-`_ 7 �A9.4 lN ------
$-Opp $-on 27 29 NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN
WINDOW COVERING - SH
0 All, 34 7 8 ALUM. F 1/4 F A9.4 A9.4 �A9.4 24"OF DOOR OPENING.
Ii 14 25 W 04"'W TYPE B WINDOW TYrr%E (0.'1 WINDOW 1"YPE D L EG E N D'
:_j
w % 35 79-029 79-2" ALUM. E 1/4 F 21 INDOW COVERING - SH
r0i A, A9.4 A9.8 �A9.4 WINDOW 1mYPE A WINDO k1fififfifill
4c
t7o S-099 0
36 7 59-6" ALUM. A 1/4 F 21 A9.4 14 --' 24 WINDOW COVERING - SH 7-011 0 '%
4:��A9.4 CA9.4 z FRAME FINISH:
121-2211 0
$-Opp 21 14 24 411 4 ALUM./F =ALUMINUM FACTORY FINISH
37 7 59-6" ALUM. A 1/4 F A .4 A9.4 A9.4 WINDOW COVERING - SH 71-011 T-411 /7 31-411 7 31 3' d
v v
+ If ........I............ 411 4111 21-711, If 21-7-L" MTL. P = METAL/PAINTED Lj
9 21 14 25 4 Ell EQ -2 2
38 7 _009 79-2" ALUM. E 1/4 99 F WINDOW COVERING - SH 4 1/2 41' 4
"�4- -7/7/ ;;1A FLG = FIRE LITE GLASS
A9.4_.,�A9.4 A9.4 31-411 31-411 /1 .00000
7/ CN SH =3% LIGHT TRANSMITTANCE ROLL-DOWN SHADE do
-Ott 21 24 WINDOW COVERING - SH
39 7 59-6" ALUM. A 1/4 F CN AIC.
�A9.4>__A9.4 A9.4 ------ \S;7 _.do
21
40 59-691 7 -Opp ALUM. A 1/4" F WINDOW COVERING - SH T
A9.4>-A9.4 ��`A9.4 CN uj
T T T
4 I-Olt is 2 14 24 WINDOW COVERING - SH
41 59-6$1 7 ALUM. A 1/4 F
N
A9.4 A9.4,:�� A9.4 =0 11 U. IfI-p-
CN
to ii e- T IT
42 5s-6ps 7 -1 ALUM. A 1/4 F 27 30 WINDOW COVERING - SH Nil
A9.4 ���A9.4 A9.4
61 T
A
0_099 2 25 WINDOW COVERING - SH uj
43 7 71"1 ALUM. E 1/4" F I Is
A9.4 A9.4 ���A9.4 T + Niue/
WINDOW COVERING - SH F.F. F.F.
44 79-099 511-15" ALUM. A 1/4 of F 27 29 30 11
ET-7-17-
27 A9.4 29 A9.4 30 A9.4 WINDOW COVERING - SH
45 7 W-115" ALUM. A 1/4" F
A9.4 4 A9.4 NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN ell
46 59-629 79-2o' ALUM. C 1/4" F 21 14 ---' 25 WINDOW COVERING - SH NO TRANSOM 24"OF DOOR OPENING.
CA9.4 A9.4 9.4
so z
47 5s-690 7$-2pp ALUM. c 1/4 F 21 14 25 INDOW COVERING - SH NO TRANSOM WINDOW TYPE E WINDOW TYPt'" Fw WINDOW TYPE WINDOW "IYPE Hms
A9.4 A9.4 A9.4 z 121-011 91-611 Lu
48 7 9_099 50-6" ALUM. A 1/4 to F 21 14 WINDOW COVERING - SH
A9.4 A 9.4 ��A�9.4 21-10,11 31-1211 31-1211 21-1 11 11-7111 3'-1311 31-12 11-7111
$_091 99 21 14 24 WINDOW COVERING - SH _4 1/ 4 0_4' 4 4 411 4
49 7 5s-6" ALUM. A 1/4 F A9.4 A9.4 A9.4 T
50 59-619 79-2" ALUM. C 1/4 F 21 14 ,-' 25 WINDOW COVERING - SH NO TRANSOM
�,�A9.4 A9.4 _A9.4 41-211 T T 31-611
T T CN T T T T CN
$-Olt 9_099 to 21 25
51 7 9 ALUM. 0 1/4 F A9.4 �A9.8 �A9.4
6 %
52 7$-Ott 79-2" ALUM. D 1/4 it F 21 22 ,-' 25 T �'T T__1 T T T T T
�A9.4 A9.4 A9.4
1-099 T T T T C? T T T T
53 7 71-2to ALUM. D 1/4 F �0
CN CN REVISIONS FOR CITY USE ONLY
-1 T T T T T T T T
-Olt r_1
54 7 79-2" ALUM. D 1/4" F DATE DESCRIPTION APPROVED INITIAL DATE
T T T T T T T
$-oil I I 1 1 08/15/03 ADDENDUM#3 STREET TITLE:
55 7 79-2" ALUM. D 1/4 F T T
T T T ,08/26/03 ADDENDUM#4 WATER/SEWER
cy) T
56 $-Opp F.F. \1 %lq�__ - -I -- 11/05/03 BULLETIN#2 GRO/DRAIN WINDOW SCHEDULE
7 79-2" ALUM. D 1/4" F if \ \1
'ool - - doom-.%, 1.0ow 11%.1 al N - 001!oft.._ r- f%31-011 31-011 IN 31-011 31-011 N 11/25/03 BULLETIN #4 TRAFFIC
'q714""ll "14, N4r 'NIF NO, /1 /1 12/22/03 BULLETIN #6 FINAL CHECK
10\1 _,"i llc� NOTE: SANDBLASTED GLASS WITH DECORATIVE DESIGN NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN 01/14/04 BULLETIN#9 R/W
Ill _J* _.di _10111 -A 24"OF DOOR OPENING. 24"OF DOOR OPENING.
i ---- .................. -------
58 7$-of$ 8$-on ALUM. F 1/4 F WINDOW COVERING - SH 02/6/04 BULLETIN #11 AS CONST.
*-Ott 9 WINDOW I' YPE WINDOW "I`YP'li N WINDOW In YPE 0 WINDOW 1`YPE R 03/26/04 BULLETIN #14
59 7 8 _090 ALUM. F 1/4 19 F WINDOW COVERING - SH 06/08/04 BULLETIN #19 A
221-62-11
16 311 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
$-Opp 9_099 211-6 ''paill!
60 7 8 ALUM. F 1/4" F WINDOW COVERING - SH INITIAL DATE AR
31-111f 31-1311 31-1211 31-8�11 31-1211 31-1111 3 I-Ilu 7 c
9_099 9_099 It 2 4 4 16 4 4 2 411 4 11 All 611 DRAWN 0
6 CHECKED 0
61 7 8 ALUM. F 1/4 F WINDOW COVERING SH EQ EQ EQ
Idowm�� Ill � -,dol 'fill 1.000-1-1 -.0 A I
N4F 'Nr N4F "'r _q4l Ii \ -1 11 V _T_+ NAME DATE NO.C1 20
101, '1 'J#\1 gil -AP, -4011, T T T T T T T c� LICENSE NUMBER FILE REN 7-31-05
awl ---.moor- --Adw-
9 21 22 2
�N
63 7 -oft 79-2" ALUM. D 1/4$9 F A9.4 A9.4 A9.4 IF- I CITY OF RANCHO CUCAMONGA
T T c
64 7$-Olt 79-2" ALUM. D 1/4 it F T 1'4 T T T
% PROJECT NAME CENTRALPARK
so T T T T T T T T WINDOW "Y'Pat- Q SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 2002-04
65 7 79-2" ALUM. D 1/4 F 6" C? 11200 BASE LINE RD. RANCHO CUCAMONGA CA 91701
T T T T c� T-611 + 51-611 SHEET TITLE R NSG
-Olt 9_099 21 3 7
66 7 9 ALUM. 0 1/4 F A9.4,,AA9.8 CA9.4 40100" EQ. t/ EQ. EQ. EQ. WINDOW SCHEDULE
to 21 T T T T T T T CHECKED BY: RAW
67 59-609 7$-2" ALUM. C 1/4 F WINDOW COVERING - SH NO TRANSOM T T APPROVED
A 0 A>-A9.4 ���A9.4 %J
T T cn
9-Wo 21 14 24 T T co ::T] T DATE: 03-26-04
68 7 59-6" ALUM. A 1/4" F WINDOW COVERING - SH fj
+ cy) DATE COMMUNITY SERVICE DIRECTOR
AQ,A A9.4 ,>CA9.4 co
69 7 9_099 50-6" ALUM. A 1/4 to F 21 14 24 ��' WINDOW COVERING - SH NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN _j I _j APPROVED SHEET:
A9.A A9.4 A9.4 24"OF DOOR OPENING. A, SHEET OF
op 21 14 25 W NDOW COVERING - SH NO TRANSOM a DRAWING OF
70 52-619 79-2" ALUM. c 1/4 F A9.41 A9.41 A9. WINDOW "ImYPE P WIND TYPE R WINDOW TYPE S NO.
If DATE RCE NO. CITY ENGINEER
mmommmmamm
>-A9.4 �A9.4_.,�A�9.4 A�9.4
�A9.4��A9.4,,!�� A9.4
_,�A91.4 L!��CA9.4
[,!,!-__A9.4 A9.4 25 A9.4
_.,�A9.4 �A9.4 A�9.4
�A9.8
,>�A9.4 >-A9.4
A9.4 A9.4 30 A9.4 �A9.4 >_A_�9.44
A9.4 A9.4 30 A9.4
A9.4 A9.4_,!��JA9.4 �A9.4 .,��A9.7
L!!--_A9.4�,��A9.8_,!� A9.4 L��AJ9.4_,��A9.7
L���A9.4 �%19.4 CA9.4
A9.4 !��A9.4_.,�A9.4 A9.4
,�%9.4 �A9.8
�Ag.41�,�AJ9.4,��A9.4
A9.4 29 A9.4 .4 ���Ag.4
.4 ���A9
�A9
CA9.4 A9.4�%9.4
>A9.�4 ��A9.7 �%9.4
L���A9.4>__A9.8�CA9.4 A�9.7_,�A�9.4
L!j--__Aj9.4 ���A9.4 A9.4
A9.4 �A9.7 CA9.41
1.4
L�>AJ9.4>-A9.4 A9 .4
L!>A9.41
�A9.4>__A9.4 A9.4
�A9.
�A9.4
WINDOW SCHEDULE
GENERAL NOTES
_NTRAL
SIZE DETAILS REMARKS _00
SIZE DETAILS REMARKS AT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE
w w USE OF AKEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE
:2 0. cn (n w (n X WITH THE 1999 UBC 1004. Nook,
w (n :2 0- cn (n
I- cn z w (n
w ce a m 11-- w
z L&. 0 m m 0 m
w z :2 _j
_j w < 0 2. HAND-AC11VATED DOOR OPENING HARDWARE MUST BE MOUNTED
_j w �<
m -12 i-n BETWEEN 30 AND 44 INCHES ABOVE FINISH FLOOR.
3. THE SWEEP OF A DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM
AN OPEN POS11ION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST
91 7 3_019 59-6" ALUM. A 1/4 F 14 24 WINDOW COVERING - SH 161 7 9_001 41-29) ALUM. B 1/4" F 21 22 23 3 SECONDS TO MOVE TO A POINT 3 FROM THE LATCH AS MEASURED A
A9.4 A9.8 A9.4 A9.7 -"A9.7 FROM THE LEADING EDGE OF THE DOOR. r1k R K
11-099 21 14 WINDOW COVERING - SH 9_009
7 70-2" ALUM. E 1/4 F A9.4 ���A9.8 A9.4 162 7 40-200 ALUM. B 1/4 F 4. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR RANCHO CUCAMONGA
9_091 27 2 9 30 WINDOW COVERING - SH 9-0" SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE EXTERIOR
93 7 5s-16" ALUM. A 1/4" F 163 7 4*-2'9 ALUM. B 1/4" F DOORS AND 18" FOR INTERIOR DOORS.
A9.4 ,--- A9.4 A9.41
S-092 9 - so 11_� WINDOW COVERING - SH 0_099 - 1 IA's
94 7 5 -6" ALUM. A 1/4 F ge 000, e:::: 000 164 7 49-2sp ALUM. B I - F 5. THE LOWER 10" OF THE DOOR SHALL BE A SMOOTH AND PLANE SURFACE.
I-Oss It 21 14 25 e��s 000, (NO RECESS OR TRAP).
95 7 79-2" - ALUM. E 1/4 F A9.4 A9.8 A9.4 WINDOW COVERING - SH 165 59-6" 9$-Ott - ALUM. C 1/4" F 21 A9.8 25 A9.4
11-099 Is 27 29 30 6. EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4" PER FOOT IN ANY
96 7 59-15's - ALUM. A 1/4 F A9.4 A9.4 9.4 WINDOW COVERING - SH 166 5s-113" 9 I-Oss - MTL. c 1/4" p 11 13 FLG 45 MIN FRAME DIREC11ON FOR SURFACE DRAINAGE. SEE CIVIL DRAWINGS FOR GRADE
I A9.4 ��A�9.4 A9.4 ELEVATIONS.
97 7 0-olp 50-6" - ALUM. A 1/4 so F WINDOW COVERING - SH 167 70-019 51-69$ - ALUM. A 1/4" F 27 29 30 WINDOW COVERING - SH
00, 7. SEE SIGNAGE PACKAGE FOR H/C DOOR SIGNAGE AT RESTROOMS.
000, A9.A ,1-'A9.4 .,- A9.4 RJM DESIGN ROUP
98 7 S-099 5'-6" - ALUM. A 1/4 to F 27 29 30 WINDOW COVERING - SH 168 7 0-000 51-6s$ - MTL. A 1/4" p 11 ".'� 12 13 WINDOW COVERING - SH FLG / 45 MIN FRAME 8. DOOR HARDWARE SHALL BE OPENABLE WTH A SINGLE EFFORT WITHOUT
A9.4 _��ASI. A9.4 31591 CAMINO CAPISTRANO
9_091 st A9.4 A9.4 A9.4 REQUIRING THE ABILITY TO GRASP THE HARDWARE (LEVER OR PUSH SAN JUAN CAPISTRANO,CA 92675
99 7 59-6" - ALUM. A 1/4 F WINDOW COVERING - SH 169 7 9_099 59-691 - MTL. A 1/4" p 11 12 13 WINDOW COVERING - SH FLG / 45 MIN FRAME TYPE IS ACCEPTABLE PER CBC 3304 (6), 949-493-2600 FAX 949-493-2690
A9. A9.4 A9.4 WWW.RJMDESIGNGROUP.COM
100 7 I-Ott 50-6's - ALUM. A 1/4 99 F WINDOW COVERING - SH 4 9. THE MAXIMUM EFFORT REQUIRED TO OPERATE EXIT DOORS IS 8.5 LBS.
I FOR EXTERIOR DOORS; 5 LBS. FOR INTERIOR DOORS. 15 LBS. MERE CONSULTANT:
FIRE DOORS ARE REQUIRED PER CBC CHAPTER 10.
$_001 It
WINDOW COVERING SH 9-0" 11 12 13 WINDOW COVERING SH IFLG 45 MIN FRAME
101 7 5P-6" ALUM. A 1/4 F 171 7 59-6$* MTL. A 1/4" P
A9.4 A9.A 10. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN
of 21 3 25 9 THE THRESHOLD OF THE DOORWAY. BEVEL 1:2 MAX,. SLOPE) WHERE
-on 13
WINDOW COVERING SH FLG 45 MIN FRAME
102 22 -6-9/16" 9"-8" ALUM. p 1/4 F A9.4 A9.8 A9.4 172 7 511-69' MTL. A 1/4" p THRESHOLD EXCEEDS 1/4" IN HEIGHT.
9_091 9_091 $1 27 18 30 ��A9.4
7 20 WINDOW 0 ENTRY TOWER
103 7 8 ALUM. F 1/4 F 173 219-6 3/4" 21-49p ALUM. Q 1/4 F 11. ALL EXIT DOORS SHALL BE HANDICAPPED ACCESSIBLE.
A9.4 ��A9.4 -- A9.4 A9.7 _��A�9.1
t-O" - 0_81111 $-lost
1104 7 8 ALUM. F 1/4" F 001" 000, 174 5 3 ALUM. R 1/4 ALUM. SLIDER 12. MODIFY WIDTH OF DOOR STOP TO ACCOMMODATE TOTAL DOOR THICKNESS.
9-V - to 21 22 3 $-lost INCLUDING VENEER.
105 7 49-2's ALUM. B 1/4 F 175 5$-69# 3 ALUM. S 1/4" ALUM. SLIDER 13. MINIMUM STRIKE EDGE DISTANCES PROVIDED PER UBC 1004.4.9.2.3a.
A9.7 A9.7 �%93
106 99-699 9 JI-89111 - ALUM. 0 1/4 99 IF 21 25 14. A DURABLE SIGN WITH LETTERING ON A CONTRASTING BACKGROUND WILL
A9.4 �,�A9�.8 A9.4 BE PLACED OVER ALL EXIT DOORS STATING "THIS DOOR TO REMAIN SUB CONSULTANT:
107 7 9_099 7$-2" - ALUM. D 1/4 to F 21 A9.A 22 A9. 25 9.41 UNLOCKED DURING BUSINESS HOURS
5. PANIC HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF THE UBC
108 7$-Ott 71-2" - ALUM. D 1/4 to F STANDARD 10-4 THE ACTIVATING MEMBER SHOULD BE MOUNTED BETWEEN
30" AND 44" ABOVE THE FLOOR. (1003.3.1.9)
109 7 S-o$p 71-2s' - ALUM. D 1/4 of F 16. INTERIOR FINISH SHALL BE PROVIDED IN ACCORDANCE W/ TITLE 24,
110 7$-of$ 79-2's - ALUM. D 1/4 is F SEC11ON 804, AS FOLLOWS*
CLASS 1 - VERTICAL ENCLOSURES
$-Ott - It 21 24 CLASS 2 - CORRIDORS
ill 7 5*-6" ALUM. A 1/4 F A9.4 _���A9.8 �_�>�A9.4 CLASS 3 - ROOMS
$-Ott to 11 12 13 17. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER
112 7 59-6s' - MTL. A 1/4 p A9.4 A9.4 A9.4 WINDOW COVERING - SH FLG 45 MIN FRAME MATERIALS TO COMPLY NTH FIRE CODE SECTION 1103.3.3.
113 7$-of$ 5*-6" - MTL. A 1/4 so p WINDOW COVERING - SH FLG 45 MIN FRAME 18. ALL DOORS AND WINDOWS UNDER ARCADE ROOF SHALL NOT RECIEVE
6" PLASTER TRIM.
114 7 2_011 59-6" - MTL. A 1/4" p WINDOW COVERING - SH 1FLG 45 MIN FRAME 19. CONTRACTOR TO VERIFY AND COORDINATE ALL DOOR TYPES NTH
115 7$-Ott 4p-2" - MTL. B 1/4 p WINDOW COVERING - SH FLG 45 MIN FRAME 51-611 TRANSOM AND SIDELIGHT WINDOW TYPES. SEE THE REMARKS COLUMN
$-Ott + 71-011 IN THE DOOR SCHEDULE AND SEE SHT. A8.4 & A8.5 FOR WINDOW TYPES.
116 7 40-2" - MTL. B 1/4" p WINDOW COVERING - SH FLG 45 MIN FRAME 71-011 71-0" 31-011 21-611 411 Lu
31-411 31-411
0-019 22 e-1 IIII-_
117 W-619 9 MTL. c 1/4" p FLG 45 MIN FRAME 4 4
I All 71
A9.8 31-411 2�' 3_1+ 31-411 31-411 or
14 zo
$-on 21 21 25 T T A40.
118 ALUM. C 1/4" \
51-619 9 F j NJ \f\ \\ I ��_ I < < uj
A97 A9.8 A9.4 % co
09 (4
X:
tn. 9_099 21 AL AL 23 T
119 7 4P-2" ALUM. B 1/4 F T C LOOOO
A9.7 A9.7 ,,�A93
c�
$-Ott �0_ T T
LO
120
7 49-2" ALUM. B 1/4 IF Z ;>
CN C-4
e-;e- T T CN
'Joe'
1-019 Is to Lj__j 1� r_�
121 7 40-2 ALUM. B 1/4 F
E El T T uj
9-oss
a aw 122 7 49-2" ALUM. B 1/4 F
a m
co 00
T I I
�j :11 j F OPOOOO
400 123 59-609 9 s-o" ALUM. c 1/4 to IF 21 21 F.F. F.F. F.F. F.
4001 A9.7 --�- A9.8 ��A9.4
1-01111 21 21 25 NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN
w0000
0 124 50-699 9 - ALUM. c 1/4" F 24"OF DOOR OPENING.
11* ��A�93 A9.8 A9.4
am&
125 49-2111 9 9-0" ALUM. 1 1/4 99 F 21 22 23 SANDBLASTED GLASS WITH DECORATIVE DESIGN /wft h, v r-%e-%
wl w I N U(DN W T wy'f rff%E A WIN W TTE "E B WINuuW TYPE wINuC#W TYr*"%E D", I 1mv`:U'0w E N ELE"J%
A9.7 A9.7 A9.7 r
126 5$-6" 9$-on ALUM. C 1/4 to F 21 22 25 71-011
�A9�3 A9.7 -,-- A9.4 121-2211 FRAME FINISH:
4
4 ALUM./F ALUMINUM/FACTORY FINISH
0_099 so
127 50-6sp 9 ALUM. C 1/4 F 3
1-011 31-411 31-411 31
7 MTL. P METAL/PAINTED
11 1 If I- If
4 4 2-71' 4111 2 if
9-on 4 2 41
128 59-619 9 ALUM. c 1/4" F 4 1/211 EQ EQ L/ 12 2 FLG FIRE LITE GLASS
CN SH 3%LIGHT TRANSMITTANCE ROLL-DOWN SHADE -do
$-on $1 -1
129 V-691 9 ALUM. C 1/4 F CN
31-411 31-411
$ to
_O" fie
T T T
130 5s-16" 9 ALUM. C 1/4 F � I
T Lu
9 99 23
-Ott
131 7 40-2" ALUM. 8 1/4 F
A9.7 NT
10 LL.
C14
T T T C-4
1-099 is 23
132 7 49-2" ALUM. B 1/4 F
0*0 A9.7 CN
T T %IJ
9 It 11 12 22 E:1 E:] Lu
_O"
133 FLG 45 MIN FRAME LL_
5*-619 9 MTL. C 1/4 p
134 9_021 90 11 A9. A9.4 22 A9.8 FLG 45 MIN FRAME F.F. F.F. >_
59-691 9 MTL. c 1/4 P A
A9.4 A9.4 A9.8
135 59-691 9 1-0" - MTL. C 1/4" p 11 12 22 FLG 45 MIN FRAME
A9.4 ," A9.4 A9.8 I NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN r A
136 5 9-610 9 9-0" - MTL. C 1/4 of p 1 1 1 12 22 FLG 45 MIN FRAME 24"OF DOOR OPENING.
A9.4 A9.4 A9.8 IL 2
n4 Y ILJ ff lk z
1_011 - of 21 If-9 23 1 1
137 51-6s' 9 ALUM. C 1/4 F A9.7 A9.8 A9.4 wi FN Li 0 W T J'10F""bE E WINDOW I T Yr"p"'E Fo" W I N DO W T YP"E Gq WINLj%.,.jW TYI'P%E 1 %4401 uj
138 7 1-011 4'-2" - ALUM. B 1/4 to F 21 22 23 12-011 91-611
A9. A9.7 A9.7 21-10111 31-1211 1-1211 21-1 '11 31-1211 31-1211 1_7�1
4 3 4 04 1 7� 4 4 1
$10 21 22 25
139 5P-61' 9 ALUM. C 1/4 F ,---_"A9.7 A9.7 A9.4
140 59-609 9 0-0511 ALUM. c 1/4 to F 21 22 25
A9.7 A9.7 A9.4 41-211 CN c�
T -1 A 31-611 A
2 CN T T 10
141 7$-off 49-2" ALUM. B 1/4" F 21 2 23 ff6ll
A9.7 ��A9�3 A9.7 61 �/ I 1_
so 21 22 23 T fT T T T T T T
142 7 49-2s' ALUM. B 1/4 IF L
A9.7 A9.7 A9.7 10
9_031 2-5- T T T 611 T 00 T T T T
-1 C?
143 59-690 9 ALUM. c 1/4" F 01� "7xc
11_� A9.4 81
C114 T T T CN T T T T CN REVISI S FOR CITY USE ONLY
144 1_091 to 25 T
DATE DESCRIPTION APPROVED INITIAL DATE
50-699 9 ALUM. c 1/4 F 0 A v
Aftfo-r
T T T T T
0-091 23 08/15/03 ADDENDUM#3 STREET
145 7 49-2" ALUM. B 1/4 F >;;� 1 T I L T 08/26/03 ADDENDUM#4 WATER/SEWER TITLE:
A9.7 T T T T
146 $-Ott F.F. 11/05/03 BULLETIN #2 GRO/DRAIN WINDOW SCHEDULE
7 40-2" ALUM. 8 1/4" F T_ 31-011 - 1 31-01 31-011 31-011 11/25/03 BULLETIN #4 TRAFFIC
11-0" 21 21 25 12/22/03 BULLETIN #6 FINAL CHECK
147 5$-69$ 9 ALUM. c 1/4 F A9.7 ��A9.8 -- A9.4 NOTE: SANDBLASTED GLASS WITH DECORATIVE DESIGN NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN 01/14/04 BULLETIN #9 R/W
24"OF DOOR OPENING. 24"OF DOOR OPENING.
148 52-6'0 9$-on ALUM. c 1/4 so F 21 21 25 r-%Ap"44%, -W-% ff r1% r% 02/6/04 BULLETIN #11 AS CONST.
A9. A9.8 A9.4 03/26/04 BULLETIN #14
WlNukjW TYIJE WINUkJW T T FE IN WINukjw 111frE u WINUUW T T rE K
149 V-611 9 9_099 ALUM. c 1/4 F 221-6-2-11 06/08/04 BULLETIN #19
S-010 16 311 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
150 59-699 9 ALUM. c 1/4 F TRANSLUCENT GLASS 211-64 INITIAL DATE Ap
31-11111 31-1211 31-1211 31-82-11 31_13,i 31-1211 31-1111 7 R
$-on Sol TR 2 ____4 4 16 4 4 2 All All 411 It DRAWN
6 d7F 1/6 CHECKED
151 ANSLUCENT GLASS
59-61' 9 ALUM. c 1/4 F EQ EQ EQ
9_0311 I As$ TRANSLUCENT GLASS + NAME DATE 0. 0620
152 50-619 9 ALUM. c 1/4 F I
C14
-1
T T T T T T T CN LICENSE NUMBER FILE REN.07-31-05
99 21 22 23
153 7$-Osp 411-2" ALUM. B 1/4 F A9.7 ,,-�A9.7 A9.7 JZ� IF- 11 CITY OF RANCHO CUCAMONGA !�o
$-V $I T T 7- T T T T
154 7 49-2" ALUM. B 1/4 F T T T T
_.'�000' ff- 11100%, PROJECT NAME CENTRAL PARK
It 25 T T T T T T SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 2002-04
p t .......
155 5 9-691 9 9-o" ALUM. c I F 21 21 TRANSLUCENT GLASS T T 00 WINu W TY \4IV
611 -1 11200 BASE LINE RD. RANCHO CUCAMONGA, CA 91701
A9.7 ,,- A9.8 ,- A9.4 0S
T T t-,e- T T T T 51-811 5-6 SHEET TITLE DRAWN BY: NSG
:IT rs.
EQ. EQ. EQ. EQ. WINDOW SCHEDULE
2 T T T T T T CHECKED BY: RAW
APPROVED
157 5$-690 9 ALUM. c 1/4 IF
le A9.7 T
7TE1 L_� rT I T T DATE: 03-26-04
Is 21 22 23 7-S
158 -21's 40-2" ALUM. 1 /4 SANDBLASTED GLASS WITH DECORATIVE DESIGN
4$ F 0 "y C=Y) cy)
A9.7 A9.7 DATE COMMUNITY SERVICE DIRECTOR
159 59-6so 9 0_081 ALUM. C 1/4" F 21 21 2 5 NOTE: PROVIDE TEMPERED GLASS FOR FIXED WINDOW WITHIN t APPROVED SHEET.
A9.7 -- A9.4 24"OF DOOR OPENING. _#1- A&\ --- SHEET
--".Near,
25 a ff-%%, '00%, If r% 0% DRAWING
9_0111 so 21 21 IF a 1--% 1 uff 1k N OF
160 51-692 1 9 ALUM. c 11/4 F �9 A9.4 %3W "'YP"" "
A9.7, _��A .8 WIND "' i t r WINUUW TTrE R WIIN %ftjw i YrE DATE RCE NO. CITY ENGINEER
2��A9.8
A9.7 _!!`__A9.7
NA9.4
4 250
1_��A9.4 I ��A91.4
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CLAY ROOF TILES OVER
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SLOPED BUILT-UP ROOF
ICBO #2656 POLYMER MODIFIED FIBER
36" WIDE SWEAT SHEET
411 L HI REINFORCED PORTLAND ICBO #2656 CENTRAL
10 AS ---ROOF SHEATHING ASTM D-226 FELT
STUDS TILE ROOFING
S PAINTED 20 GA.
SLOPED METAL CEMENT PLASTER WITH
POLYMER MODIFIED FIBER
REINFORCED PORTLAND
ROOF SHEATHI CAP OVER SOLID BLOCKING /4" PLYWOOD FASTEN EACH TILE WITH ACRYLIC FINISH AND 1/4
FOME-COR -7/8"THICK (2) LAYERS 40# FELT--
4 1/2" NAILS CEMENT PLASTER WITH 26 GAUGE RIBBED VALLEY
G.I. END-CLIP Of- 11
20 GA. FLASHING TO BE NAIL AND NEOPRENE ACRYLIC FINISH AND 1/4
PLACED IN MASTIC OVER WASHER @ 16" O.C. jj IND CLIP TYPICAL AT 26 GA. GA 2X STU FLASHING
D WALL FOAM CORE - 7/8"THICK
11/411 F1 RST TI LE SET I N MASTI C METALZBAR FLASHING
BASE SHEET AND TWO PLYS - TO I X BLOCKING --> � 3�'*Z� 1 .7 PLASTER GROUND
A�
NAIL AS PER ROOFING TO SECURE CAP W EAVE CLOSURE SET IN 26 GA. GALV METAL
-INT. SEALANT
INDUSTRIY STANDARDS AT I 0--ell ----MASTIC AND NAILED FLASHING 2X SOLID
BLOCKING
.g 3" O.C. STAGGERED AND FOAM SHAPE#1
TILE ROOFING OVER
STRIP IN REMAINING TWO SEE DETAIL 19/A9.1
x 1 (2) LAYERS 40# FELT
n PLYS OVER FLASHING
A
ICBO #2656 IX6 8 CKING NAIL ROOFING
NOTE:
BOARD
USE BUTT JOINTS +1, 1/2" Xn' ROOFING REGLET - SEE SPECS
GUTTER
FOAM SHAPE#1 WITH BUTT PLATE A R K
Z16
POLYMER MODIFIED FIBER Ill PLYWOOD BACKING
SEE DETAIL 19/A9.1 AS PER S.M.A.C.A.
-11/4
STANDARDS REINFORCED PORTLAND (OPTIONAL 2 LAYERS 1/2 RANCHO CUCAIWONGA
ROOF MEMBER
CEMENT PLASTER WITH Z�6A ROOF SHEATHING
co
PER PLAN
ACRYLIC FINISH AND 1/4"
PLASTER CEILING 1/4 FIBER CANT
6 FLEXIBLE FLASHING
FOME-COR- 7/8"THICK
BOTT ROOF SHEATHIN
OM CONNECTOR
_% co
Mv
POLYMER MODIFIED FIBER NOTE
OF PIPE BUILT-UP ROOFING
13 1-:1 W/
REINFORCED PORTLAND ROOF DRAIN BY OTHERS UNDERLAYMENT MUST EXTEND UP
SEE SPECS--
1/2" PLYWOOD co 3 3/811 O.D. FACE OF BACKING BOARD AND
CEMENT PLASTER WITH M "a
ACRYLIC FINISH OVER ROOF FRAMIN
%L lfll UNDER COUNTER-FLASHING MINIMUM
2X6 TIMBERSTRAND 1"' 1'* POLYMER MODIFIED FIBER
lit flid I %V MEMBERS PER
12" BLOCK WALL 7/811 REINFORCED PORTLAND
SEALANT
All r FRAMING PLAN
1 1+ CEMENT PLASTER WITH FASTEN EACH TILE WITH FASTEN EACH TILE WITH
of ACRYLIC FINISH AND 1/411 A MINIMUM OF (2) NAILS A MINIMUM OF (2) NAILS
FOME-COR- 7/8"THICK PLYWOOD SHEATHING
07351-02 07621-07
07351-04 RJM DESIGN GROUP
31591 CAMINO CAPISTRANO
0 pip SAN JUAN CAPISTRANO,CA 92675
F 'A' S I/A% AT STORAG"E, 1 26 TYPICAL CAP 1 1/2 _0" 21 FASC"'A A N D Co'j"'u' "17 E R 16 ROOF AT RAKE 1 im 111-0 RtkiLET 3" V-0' 6 VALLEY FLA S Hl I N L030 1 iyrll-1 1-0" 1 949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
CONSULTANT:
FASTEN EACH TILE WITH
A MINIMUM OF (2) NAILS
POLYMER MODIFIED FIBER
REINFORCED PORTLAND SLOT PLYWOO s
CLAY ROOF TILES OVER
CEMENT PLASTER WITH REQ'D F R NIER
(2) LAYERS 404 FELT
ICBO#2656 ACRYLIC FINISH AND 1/411 1" PIECE LEAD HIP AN DGE TIL FIIGAR EATHER
LEAD FLASHIG
FOME-COR- 718"THICK FLASHING TURN BLOC NTILATION
BENT INSIDE
ROOF SHEATHING UP & SEAL TOP
VENT MONIER FIGAR SY
26 GA. GALV. METAL 'Z' 2 X STUDS SEAM
WEATHER BLOCK
FASTEN EACH TILE WITH BAR FLASHING
DRAW
I OR 2 PIECE VENTILATION SYSTEM ILE ROOFING
A MINIMUM OF (2) NAILS BAND LEAD FLASHI
ICBO #2656
26 GA. GALV. METAL 2 X BLOCKING Ad$
WIND CLIP TYPICAL FLASHING (2) LAYERS 40# FELT
ROOFING
CONC/METAL DECK AT FIRST TILE CAP SHEATH'
L
BUILT-UP ROOFING MORTA[rxl------
SEE STRUCTURAL
SEE SPECS ------ I X BACKING .......
SUB CONSULTANT:
EAVE CLOSURE ROOF TILES BOARD ".7
ICBO #2656 4
L
FLEXIBLE FLASHING
CONT.CANT DRAIN OVERFLOW LASHING
3" CONT. CANT ROOF DRAIN
SLOPED BUILT UP 6" GUTTER
FLEXIBLE FLASHING
DOUBLE 2X PLATE
FIBER ROOFING
A
26 GAUGE GALV.
z METAL FLASHING
A
M111, HIGH PIPE PROFILE LOW PIPE PROFILE
NOTE
-lop- Z!A (2) LAYERS 40# FELT
ilia A mom __mff_
UNDERILAYMENT MUST EXTEND
UP THE FACE OF THE FASTEN EACH TILE FH
oml
ROOF SHEATHING BACKING BOARD OF SHEATHING---i
---- --- A MINIMUM OF (2) N
1 1 07351-03 07621-08 07351-05
se
ROOF DRAIN BY OTHERS
3 3/8" O.D.
r-%AMR%a— A
C'� FL A S"IN4" AT WALL 11/21 -Off CL
A ri Li 12 TYr. ROOF PENETRATIO'NS RIUUt ANU HIP 1 1121 V-0" 2
POLYMER MODIFIED FIBER
REINFORCED PORTLAND
CEMENT PLASTER WITH CLAY ROOF TILES OVER
(2) LAYERS 40* FELT
ACRYLIC FINISH AND 1/411
ROOF PENETRATION
-COR- 7/8"THICK ICBO #2656
FOME 2 LAYERS PLYWOOD
(STL. PIPE,TUBE OR
SIM. ITEM) AT ROOF DRAIN
ROOF SHEATHING
2X6 TIMBERSTRAND
WOOD STUDS ROOFING ET TILE SECU RLY
IN MORTAR
CAULK WITH
11 PLYW
1/2 OOD < uj
ELASTOMERIC STRAINER
2X2 OVER 2X4
4'777-77
SEALANT
NAILER
4w ........... ..........
FLASHING COLLAR
DRAW BAND WITH
2X4 WOOD STUDS &GRAVEL STOP LASHING A&MMM
NEOPRENE GASKET
WATERTIGHT
1/211 PLYWOOD UMBRELLA 48"SQ. LEAD FLASHING LASTER STOP uj
BATT INSULATION &
z
POLYMER MODIFIED FIBER -.d
R OFING U
REINFORCED PORTLAND
00 -C-WENT PLASTER WITH <
2 ACRYLIC FINISH AND 1/4"
41M, FOME-COR- 7/8"THICK 'o
SETIN
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. . . . . . . . . . . . . . . . . . . . . . . .
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3/5/8"METAL STUDS 1/8" POP RIVET AT ALL UNBRACED DUCTS,PIPES,CONDUIT,ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT
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9. ALL LIGHT FIXTURES SHALL BE ATTACHED TO THE CEILING GRID TO RESIST A
5/8"GYP. BD. OVER
N MECHANICAL DUCTWORK
X4 FURRING HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES.
3 5/8"METAL
ABOVE BEAM-SEE MECH.
. . . . . . . . . . . STUDS . . . . . . . . . . . . . ACOUSTICAL BOARD 10.ALL FIXTURES AND AIR TERMINALS OR SERVICES IN INTERMEDIATE DUTY GRID SHALL
SUSPENDED CEILING PER
BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT#12 GA WIRES CAPABLE OF
WALL ANGLE PLAN - REFER TO DETAILS SUPPORTING 4 TIMES THE LOAD.
COUNTER SHUTTER
r2 11.SURFACE MOUNTED LIGHT FIXTURES SHALL BE SUPPORTED BY A MINIMUM OF TWO
COLLECTION BOX
POSITIVE CLAMPING DEVICES MADE OF#14 GA MINIMUM STEEL WHICH SURROUND THE
. . . . . . . . . . . STEEL BEAM -SEE STRUCTURAL . . . . . . . . . . . . .
LAY IN R-13 BATT ��.5
CORNER BEAD CEILING RUNNER AND SHALL BE SUPPORTED TO THE STRUCTURE ABOVE WITH A#12 GA
INSULATION WIRE. ROTATIONAL SPRING CLIPS ARE NOT ACCEPTABLE.
SPECIAL BE)A ATTACHMENT
(2� -BRACKET TO BE SUPPLIED AND
RECESSES JAMB
WELDED BY OPERABLE WALL
09500-06 HANGER WIRE-
RJM DESIGN GROUP
SUPPLIER
SEE NOTES 1 &7
COUNTER SHUTTER 45 CROSSRUNNER 31591 CAMINO CAPISTRANO
SEE SPECS. S SAN JUAN CAPISTRANO,CA 92675
U S E N"D" ED CEILING 'A' 'IWALL 3"=1`41 11 1 -493-2 00 FAX 949-493-2 90
949
WWW.RJMDESIGNGROUP.COM
12 GA SPLAY WIRE
BRACING IN PLANE
00 OF EACH RUNNER
NT
CONSULTANT:
#8 GA.TYPICAL HANGER WIRES CEILING HEIGHT PER PLAN
VERTICAL ANGLE 45*
@ 48"O.C.AND WITHIN 6"OF
END OF RUNS.ALL HANGER AND
LIGHT COVE-SEE DETAIL 14/A9.5 SPLAY WIRES TO HAVE A MINIMUM (1) LAYER 5/8"GYPSUM
001
mr OF 3 TURNS IN I to RUN
BOARD EACH SIDE OF WALL
#12 GA.SPLAY WIRE BRACING
BASE CABINET IN PLANE OF EACH RUNNER
REFER TO STRUCT.DWGS
5/�3"METAL STUD FRAMING VERT.ANGLE=45 (12" O.C. IN
BOTH DIRECTIONS. 144 SQ. FT. 1/2"EMT-CRIMP ENDS
-011
MAX.) START WITH IN 4 2X WOOD STUDS AT 16"O.C. AND SCREW TO FRAMING
ABOVE AND T-BAR AT
OF WALL. SEE PLAN FOR WALL TYPE
SUSPENDED 5/8"GYPSUM BOARD CEILING 12'-0' O.C.,6'-0'FROM EA.
AND THICKNESS
POWDER COAT CUSTOM EACH SIDE WALL. COMPLY
1 1/2"METAL CHANNELS
4
SOFFIT TRIM WITH SLIP- @ 48"O.C.MAX. WITH STD 47-18 47.1812(C).
JOINT-SUPPLIED BY OPERABLE OPERABLE WALL HEAD WITH LEVELING VERTICAL STRUT
WALL MANUFACTURER ROD FASTENED TO BEAM ABOVE 450
SILL PLATE,ATTACH PER
STRUCTURAL DETAILS T-BAR-�
NON-BEARING,NON-SHEAR SUB CONSULTANT:
CUSTOM ANGLE AT
WALLS-3/S1.1
HEAD -SUPPLIED BY OPERABLE
C14 12 GA HANGER WIRES
WALL MANUFACTURER
ACOUSTICAL SEALANT REFER TO NOTE I &7.
00 >< 8"MAX 8m MAX
or
Op .
CONCRET ONT H I ORM, TRUT
OPERABLE WALL 7/8"METAL HAT CHANNEL E SLAB EFER*�C)NOT 5
FURRING @ 24"O.C.MAX.
1/28 EAR
5/8" GYPSUM BOARD CEILING
NOTES:
1. #8 GA.STEEL HANGERS If ACOUS WALL MOLD'G
it
SHALL BE INSTALLED WITHIN TILE UNIT W WD.SCREWS TO
TRIPLE STRAND 3"OF EACH CORNER OF POP RIVETS WD.BLK G,OR E WALL CONDITION
#18 GA.WIRE EACH LIGHT FIXTURE. REFER TO NOTE 4 SHIELD TO C.M.U.
TIES TYPICAL 2. WATER-RESISTANT GYPSUM FOOTING WHERE OCCURS FIN.WALL
BOARD SHALL NOT BE USED SEE STRUCTURAL
207DET-88 09500-07 ON CEILINGS 09500-04 09500-03 NOTE: SUSPENDED CEILINGS TO COMPLY WITH UBC TABLES 25-A AND 16-0.
of a 1All '11.011 1 PSI 111 A ^1100
(.�u mum NITEIRM'sk SHmmull"I'll"wimmErms' 3)-r 1 2`7 T "Y' Aff ur"' I C A L (D E RABUE WALL E A 17 S US P E N D E wl'j" ('3Y UMICEILING NOSM 1 2% 7, viffr". IN"TER1 I LOP)R PAR"'11TIO"N" 11/21, 1 10 S U!3*1"J'EN' E Co".0 E I L I No C'%j NOSCALE'
-ddop-
r"11000
---CORNER BEAD NOTE: #12 GA.STEEL HANGER ul
SHALL BE INSTALLED WITHIN
311 OF EACH CORNER OF
3 5/8"METAL STUDS EACH LIGHT FIXTURE.
2X4 STUDS 0 1611 O.C. #12 GA.VERTICAL WIRE z
FASTENED TO ROOF SUSPENDED ACOUSTICAL COMPRESSION STRUT TO
OF COLLECTION RAFTERS ABOVE CEILING-SEE DETAIL 9/A9.5 STRUCTURE ABOVE 12 1-011 O.0 eli.4o
C-0 ABOVE SINGLE EXPANDABLE PROVIDE 1/211 SPACE AT LM&M r%
w 0 0 0 0 SINGLE EXPANDABLE OPPOSING WALLS TYP. #12 HANGER WIRE AT 41-011 O.C.
FLUORESCENT FDCTUIRE FLUORESCENT FRTURE IN BOTH DIRECTIONS. ALL
0 0 0 0 -------17-
5/8" GYPSUM BOARD HANGER AND SPLAY WIRES
10
11 HORIZONTAL STRUTS UM OF 3
1/2
TYPICAL,CONTINUOUS
2X6 TIMBERSTRAND SUSPENDED ACOUS71CAL 1/211 PLYWOOD
WOOD STUDS CEILING-SEE DETAIL 9/A9.5
z MAIN RUNNER OR CROSS TEE
CID RNER BEAD
SUSPENDED GYPSUM BOARD co #12 GA.SPLAY WIRE BRACING
:5 Lou .00-0
CEILING w I I P E FE HRU ER
Lu 4 VERT.ANGLE=45 (12'O.C. IN
t\
U. BOTH DIRECTIONS.144 SQ. FT.
z
(2)611 METAL STUDS
RECESSED COUNTER =3 NOTE: MAX.) START WITH IN 41-011
SHUTTER GUIDE 1/811 POP RIVET AT ALL 0 OF WALL.
PIP 5/8"GYPSUM BOARD '40 MEMBERS ONE WALL 45
IL IND -5/811 GYPSUM BOARD MAIN RUNNER
FLUORESCENT FWIURE u
§ Qrp; 45
4141 11 GYPSUM BOARD SEE ELECTRICAL <
.j 40 89
to r CROSS TEE
ACOUSTICAL BOARD
METAL STUDS
4C CORNER BEAD METAL CORNER
4ed
BACKER ROD &SEALANT
METAL CORNER EGG CRATE DIFFUSER 98 3151811 METAL STUDS
9 IL
2-0"
1/2" PLYWOOD WHERE -------IL WALL ANGLE
OCCURS
T.
Ar % ammomm-W,
207DET-89 207DET-87 06120-12 207DET-86 09500-02 09500-01 9 11
--------------
40% 1 ifull i/.oil 40%0% 1.011 1-11 1/.oil
%..#NUN NITER& SHffvUmwxFwirEKff'%6 JAM fft"5% 3N 1-0' zks COVE Ll-UrIT 23 FLUUKE S(."O',o E IN'T S(D F F I T 10 LOVE LKSHT 12 13 S US rr"o'EN"DED""" CEILIN"U"I AU" WALL 3" 1`41 Its z)ubrENL)EffL3%10E1mL1N'(.3 NOSCALE 3
to
LooLoom uj
CURVED SUSPENDED CEILING
5/8" GYPSUM BOARD
SYSTEM WITH (2)LAYERS 1/411 SUSPENDED GYPSUM BOARD LL
BENDABLE GYPSUM BOARD CEILING-SEE DETAIL 121A9.5
110, SEE SPECS
T.S. -SEE STRUCTURAL Lu_
rj%om%w Yvr%fwrED RADIUSED
r ,v,,
ACOUSTICAL PANELS
HANGER WIRES SEE-
3/A9.5 SINGLE EXPANDABLE
FLUORESCENT FIXTURE
INGLE EXPANDABLE
j S
.090 ALUM.COVER
OPERABLE WALL FLUORESCENT FDCTURE Lu COUNTER 1"THICK INSUL.
FLASHING
on
1/211 PLYWOOD 1/2"PLYWOOD BRACKET HINGE&
uj
HOA-SUPPORT
Z
U.
T' ISULATION
U. CORNER BEAD z CORNER BEAD
z AROUND CURB E-
=3 Im - i
Lu
Lu uj
00 Lu 033 w u
Lu ff
C14
(2)611 METAL STUDS (2)619 METAL STUDS 7-42"GUARDRAIL
"rx' CANT.
5/811 GYPSUM BOARD W. 11 GYPSUM BOARD
-CUR
CANT.
B
7
.4
2X6 TIMBERSTRAND
WOOD STUDS METAL CORNER METAL CORNER N ARM
HOLD OPE
iOA)W/RED
go go
NYL GRIP
72 x 72"
315/811 METAL STUDS 315/811 METAL STUDS
1/2" PLYWOOD
(OPENING)
5/8" GYPSUM BOARD
V1,
*�k
207DET-86SIM 207DET-86SIM
AL A 0%0% 1.011 101%, 0 0 1 Iftel i/-oil A REVISIONS FOR CITY USE ONLY
1`4' 2 9 ("1 /Z. 4 L) H H NO SCALE
RBW L tr"3S E A L m E E T I NIG JAMB 3" "M v E L Kvw%Erin T 1 "OVE LIGHOT ROON of HATCE 0 9 DATE DESCRIPTION APPROVED INITIAL DATE TITLE:
STREET
WATER/SEWER
4 GRO/DRAIN
TRAFFIC INTERIOR DETAILS
7/81' STAINED HARDWOOD FINAL CHECK
6
FLOORING NAILED TO 1 1/211 DIAM. PAINTED IuW
AS CONST.
METAL STUDS AT
00 5/811 X r NET SOLID
TREADS SUBFLOOR PIPE GUARDRAIL
16"O.C. -SEE PLAN FOR
WALL TYPE AND THICKNESS
HARDWOOD STAINED'
THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
TRIM
5/811 TYPE IXI GYP. BD EACH
........ SIDE SET VERT W/TYPE 151
1/211 PLYWOOD SHEARWALL
Lu SCREWS DRAWN C�-
WHERE OCCURS'
1 1/8" PLYWOOD 311 FRICTION FIT SOUND CHECKED
cri 1 1/211 DIAM. PAINTED BLANKET (SEE FLOOR PLAN 0 00 5/811TYPE W GYPSUM
1 1/2"X 2" NET SCREWED &GLUED PIPE VERT. PIPES @ FOR LOCATION) NO.C 0
BOARD NAME DATE
STAINED HARDWOOD "�kN, SEE PLAN REN.07-31-0:.r
41-011 O.C. MAX LICENSE NUMBER
FILE
NOSING FLOOR TRACK WITH POWER co
DRIVEN PINS-SEE 3/S1.1
Z.. VINYL TILE FLOORING �.o
IVAIONGA
2X FRAMING -SEE CITY OF RANCHe"' CUCA" 0 IF: CA
STRUCTURAL
5/8" STAINED HARDWOOD ACOUSTICAL SEALANT
CENTRALPARK
TYPICAL
PROJECT NAME
RISER 1A
JOB NO.: 2002-04
SENIOR CENTER AND COMMUNITY CENTER
7
0 a
C SEE FINISH SCHEDULE
+91-0"kF.F. 11200 BASE LINE ROAD
ilk
_04. PAINTED 3"X 2"X 3/16"
SHEET TITLE DRAWN BY: ROSS MAXWELL
CONT.STEEL ANGLE W/
INT A
5116" LAGS CORNER BEAD DETAILS
0 ROSS MAXWELL
CHECKED BY:
5/811 TYPE T GYPSUM
APP
�J/811 TYPE 1X1 BOARD
GYPSUM BOARD DATE: 7-21-03
MWOODSTILIDS L
S.T.C.49 MIN. DATE COMMUNITY SERVICE DIRECTOR
207DET-1 00 207DE7-99 13000-03MOD APPROVED SHEET: Von
OF
Ap-toot,W-N& &IV&10% WTWVM in DRAWING OF
bu K MA ) ,),0 NO.
Wouu aTAIKS'o A"14' STAGE 11r _1**_(r &1`5 GOLIARE)RAIL -*-a, Zu rICAL uuUt5LE WALL 1112" 1 I-Voll '105 FFIT ANDN' Tr%IAL 3" 1W (hob-10 11 0
LIA2 RCE NO. Ch
iNGINEER
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207DET-53 207DET-46 08201,-03 RJM DESIGN GROUP
31591 CAMINO CAPISTRANO
. . . . . . . . . . . . . SAN JUAN CAPISTRANO,CA 92675
UU%.jKHEAD 311 - 1 1-011 2`6 W INUOW HEAU 311 - 11-011 wU"%U`U"rKft HEAU 3" V-9' 16 949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
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——————— —— — ——— ————— ———— 31591 CAMINO CAPISTRANO
L- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — SAN JUAN CAPISTRANO,CA 92675
949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
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REVISIONS FOR CITY USE ONLY
DATE DESCRIPTION APPROVED INITIAL DATE
TITLE:
STREET
WATER/SEWER
"'GRO/DRAIN
TRAFFIC BUS STOP
FINAL CHECK
R/W
AS CONST.
THESE PLANS WERE PREPARED BY: FOR PRIVATE USE
INITIAL DATE
DRAWN 9--1 FL C 0 A'/
4b
CHECKED
NAME DATE NO. 10
LICENSE NUMBER FILE REN.07-31-0,lr
CITY OF RANCHO CUCAMONGA �i OF CAl\L fo
PROJECT NAME CENTRALPARK JOB NO.: 2002-Q4
SENIOR CENTER AND COMMUNITY CENTER
11200 BASE LINE ROAD
SHEET TITLE DRAWN BY: ROSS MAXWELL
CHECKED BY: ROSS MAXWELL
APP VED
I DATE: 7-21-03'
f
DATE COMM4NITY SERVICE DIRECTOR
SHEET:
APPROVED 745" OF
SHEET
DRAWING OF�
Lto NO.
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DATE RCE NO. TTY GINEER
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