csula housing services civil dining hall - …sbscorp.us/plans/csula student dining...

123

R

I

CD

C

HASEN E

L

ITECT

IC F

ST

O A

A

FTE

L

A

ORNI

LA

AN KUL

S

EE B R

C22608No.Ren.12 / 31 / 2013

HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151

STA

TE U

NIV

ER

SIT

Y D

RIV

ELO

S A

NG

ELE

S, C

A 9

0032

12-13-2012

TITLEGENERAL

NOTES2010.03

FF CSULA CDS10102012.pln

G-1

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012

PLAN CHECK SET 1-4-2013

REVISIONS 1-4-2013

PEER REVIEW 1-16-2013

BID SET 2-14-2013

© 2012 ENVIRON ARCHITECTURE

2

2

1

1

1

N

SITE

VALLEY BLVD

PASE

ORAN

CHOCA

STIL

LA

HELLMAN AVE

MA

RIO

ND

ALE

AV

E

CSULACAMPUS

710

10

GENERAL NOTES SHEET INDEXGENERAL NOTESCSULAHOUSING SERVICES

DINING HALL

STRUCTURALS-1.0 STRUCTURAL GENERAL NOTESS-1.1 STRUCTURAL GENERAL NOTES CONT.S-1.2 TYP. FOUNDATION, SECTIONS & DETAILSS-1.3 TYPICAL FOUNDATION, SECTIONS & DETAILS CONT.S-1.4 TYPICAL FRAMING, SECTIONS & DETAILSS-1.5 TYPICAL FRAMING, SECTIONS & DETAILS CONT.S-2.0 FOUNDATION PLANS-2.1 ROOF FRAMING PLANS-3.0 FOUNDATION, SECTIONS & DETAILSS-4.0 FRAMING, SECTIONS & DETAILSS-4.1 FRAMING, SECTIONS & DETAILS

MECHANICALM-0.0 MECHANICAL SYMBOLS, ABBREVIATIONS, AND

DRAWING LISTM-0.2 MECHANICAL EQUIPMENT SCHEDULEM-0.3 MECHANICAL EQUIPMENT SCHEDULEM-0.4 MECHANICAL T24 FORMSM-0.5 MECHANICAL T24 FORMSM-0.6 MECHANICAL T24 FORMSM-0.7 MECHANICAL T24 FORMSM-1.1 MECHANICAL SITE PLANM-3.0 MECHANICAL FLOOR PLANM-4.0 MECHANICAL ROOF PLANM-4.1 MECHANICAL SECTIONSM-5.0 MECHANICAL DETAILSM-5.1 MECHANICAL DETAILSM-5.2 MECHANICAL DETAILS

ELECTRICALE-0.0 ELECTRICAL SYMBOLS, ABBREVIATIONS AND

DRAWING LISTE-0.2 ELECTRICAL TITLE 24 CALCULATIONSE-0.3 ELECTRICAL SCHEDULES AND SINGLE LINE DIAGRAME-1.0 ELECTRICAL OVERALL SITE PLANE-1.1 ELECTRICAL SITE PLANE-2.0 ELECTRICAL POWER PLANE-2.1 ELECTRICAL ENLARGED POWER PLANE-3.0 ELECTRICAL LIGHTING PLANE-4.0 ELECTRICAL ROOF PLANE-5.0 ELECTRICAL DETAILS

PLUMBINGP-0.0 PLUMBING SYMBOLS, ABBREVIATIONS AND DRAWING

LISTP-0.2 PLUMBING SCHEDULE AND CALCULATIONSP-0.3 KITCHEN SCHEDULESP-1.0 PLUMBING OVERALL SITE PLANP-2.0 PLUMBING FLOOR PLANP-3.0 PLUMBING ENLARGED FLOOR PLANP-4.0 PLUMBING ROOF PLANP-5.0 PLUMBING RISER DIAGRAMP-5.1 PLUMBING RISER DIAGRAMP-6.0 PLUMBING DETAILSP-6.1 PLUMBING DETAILS

KITCHEN CONSULTANTK-000 FOODSERVICE NOTES AND SYMBOLSK-100 FOODSERVICE EQUIPMENT LAYOUTK-200 FOODSERVICE EQUIPMENT SCHEDULEK-300 FOODSERVICE EQUIPMENT PLUMBING PLANK-400 FOODSERVICE EQUIPMENT ELECTRICAL PLANK-500 FOODSERVICE EXHAUST AND BUILDING WORK PLANK-510 FOODSERVICE REFRIGERATION CHASE AND

CONDUIT PLANK-520 FOODSERVICE CURB AND DEPRESSION PLANK-600 FOODSERVICE EQUIPMENT ELEVATIONSK-610 FOODSERVICE EQUIPMENT ELEVATIONSK-620 FOODSERVICE EQUIPMENT ELEVATIONSK-700 FOODSERVICE DETAILSK-710 FOODSERVICE SEISMIC DETAILK-720 FOODSERVICE SEISMIC DETAILK-730 FOODSERVICE SEISMIC DETAILK-800 FOODSERVICE EXHAUST HOOD DETAILSK-810 FOODSERVICE EXHAUST HOOD DETAILSK-820 FOODSERVICE EXHAUST HOOD DETAILSK-830 FOODSERVICE EXHAUST HOOD DETAILSK-840 FOODSERVICE EXHAUST F.S.S. DETAILSK-900 FOODSERVICE REFRIGERATION DETAIL PLAN

GENERAL NOTES

VICINITY MAP

SEPARATE PERMITSSEPARATE PERMITS ARE REQUIRED FORTHE FOLLOWING:

1. FIRE ALARM/LIFE SAFETY2. FIRE SPRINKLERS3. FIRE SPRINKLER MONITORING SYSTEM

PROJECT ADDRESS: 5151 STATE UNIVERSITY DRIVE LOS ANGELES, CA 90032

EXISTING OCCUPANCY: B (HOUSING SERVICES OFFICE)NEW ADDITION OCCUPANCY: A-2 (DINING HALL) CONSTRUCTION TYPE: V-BSPRINKLERED: YES (NEW ADDITION ONLY)STORIES: 1

EXISTING BUILDING AREA = 7,765.00 SQ. FT.NEW BUILDING ADDITION = 4,832.00 SQ. FT.

(EXISTING) ALLOWABLE BUILDINGAREA (CBC 2010, TABLE 503) OCCUPANCY B =9,000 SQ. FT.

(NEW) ALLOWABLE BUILDINGAREA (CBC 2010, TABLE 503)OCCUPANCY A-2 =6,000 SQ. FT.

ALLOWABLE BUILDING AREA PER CBC SECTION 508.4.2 ACTUAL BUILDING AREA OF EACH SEPARATED OCCUPANCY/ ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY < 1

7765 + 4832/ 9000 + 6000 < 1 12,597/15000 < 1 .8398 < 1 RATIO IS LESS THAN 1.

OCCUPANT LOAD (CBC 2010, TABLE 1004.1.1):

DINING AREA (NEW ADDITION)ASSEMBLY UNCONCENTRATED (TABLES AND CHAIRS) 15 NET2,750/15 = 184 OCCUPANTSEXITS REQUIRED: 2EXITS PROVIDED: 2

DINING AREA (EXISTING)ASSEMBLY UNCONCENTRATED (TABLES AND CHAIRS) 15 NET740/15= 49 OCCUPANTSEXITS REQUIRED: 1EXITS PROVIDED: 1

KITCHEN 200 GROSS1,253/200= 7 OCCUPANTSEXITS REQUIRED: 1EXITS PROVIDED: 1

BUILDING PLANS AND CALCULATION SHALL BE IN COMPLIANCE WITH:2010 CALIFORNIA BUILDING CODE2010 CALIFORNIA PLUMBING CODE2010 CALIFORNIA MECHANICAL CODE2010 CALIFORNIA ELECTRICAL CODE2010 CALIFORNIA FIRE CODE2010 NFPA-13 FIRE SPRINKLER STANDARDS2010 NFPA-72 FIRE ALARM CODE

PROJECT DESCRIPTION

PROJECT:STUDENT HOUSING DINING ADDITIONCALIFORNIA STATE UNIVERSITY, LOS ANGELESFACILITIES PLANNING AND CONSTRUCTION5151 STATE UNIVERSITY DRIVELOS ANGELES, CA 90032

ARCHITECT:ENVIRON ARCHITECTURE INC.100 OCEANGATE SUITE P200LONG BEACH, CA 90802TEL: 562-495-7110FAX: 562-432-5427CONTACT: ALAN BURKS

STRUCTURAL ENGINEER:MHP STRUCTURAL ENGINEERS3900 COVER STREETLONG BEACH , CA 90808TEL: 562-985-3200FAX: 562-985-1011CONTACT: JAMES KRAMER

MEP:GOTAMA BUILDING ENGINEERS434 EAST BROADWAYLONG BEACH, CA 90802TEL: 562-216-7366FAX: 562-216-7369CONTACT: CAECILIA GOTAMA

DEMO EXISTING CONCRETE PLAZA AND PREPARE FOR NEWBUILDING ADDITION.CONSTRUCTION OF NEW ADDITION WITH KITCHEN TO EXISTINGBUILDING.

PROJECT TEAM

PROJECT INFORMATION

GENERAL NOTES

1. GENERAL CONDITIONS, AIA DOCUMENT 201, FOR THE PERFORMANCE OF A CONTRACT ARE HEREBYINCORPORATED INTO THESE DRAWINGS AND SHALL BE CONSIDERED AS PART OF THEREQUIREMENTS FOR THE COMPLETION OF THE WORK.

2. THE CONTRACTOR SHALL NOTE THAT SOME EXISTING CONDITIONS REPRESENTED IN THECONSTRUCTION DOCUMENTS MAY NOT MATCH THE ACTUAL CONDITIONS. THE CONTRACTOR SHALLVISIT THE SITE TO OBSERVE PRESENT CONDITIONS AND BASE THE BID ON THOSE CONDITIONS.

3. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO STARTING WORK INCLUDING UTILITIES AND ALL OTHER WORKS AND FACILITIES THATEFFECT THIS PROJECT. ANY DISCREPANCIES, CONFLICTS, OMISSIONS, OR UNUSUAL CONDITIONSSHALL BE REPORTED TO ENVIRON ARCHITECTURE BEFORE PROCEEDING WITH THE WORK. NOALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO GENERALCONTRACTOR'S FAILURE OR NEGLECT TO COMPLETE EXAMINATION OF THE JOB SITE.

4. ENTERING INTO AN AGREEMENT FOR CONSTRUCTION INDICATES THAT THE CONTRACTOR(S) HAVEVISITED THE JOB SITE, FAMILIARIZED THEMSELVES WITH EXISTING CONDITIONS AND REVIEWED THESAME WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

5. CONTRACTOR SHALL PROTECT AREAS FROM DAMAGE, WHICH MAY OCCUR DURING CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE OR EQUIPMENT SHALL BECONTRACTOR'S RESPONSIBILITY AND SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THESATISFACTION OF THE OWNER AT THE EXPENSE OF THE GENERAL CONTRACTOR.

6. THE CONTRACTOR SHALL RESERVE AN ALLOWANCE TO VERIFY THAT ANY HVAC SYSTEM TO REMAINIS FUNCTIONAL AND MEETS CURRENT CODE.

7. THE CONTRACTOR SHALL, BEFORE STARTING EACH PORTION OF THE WORK, CAREFULLY STUDY ANDCOMPARE THE VARIOUS CONTRACT DOCUMENTS RELATIVE TO THAT PORTION OF THE WORK.

8. ALL CONSTRUCTION WORK SHALL COMPLY TO THE GOVERNING CITY AND/OR COUNTY CODES,LATEST EDITION AS WELL AS OTHER GOVERNING CODES AND REGULATIONS.

9. THE GENERAL CONTRACTOR WILL SUBMIT A DETAILED CONSTRUCTION SCHEDULE WITHIN ONE WEEKOF AWARDING CONTRACT.

10. CONTRACTOR TO NOTIFY ARCHITECT OF ANTICIPATED FINAL INSPECTION DATE TWO WEEKS INADVANCE, IN WRITING.

11. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENT SHALL BE SUPPLIED ANDINSTALLED BY THE GENERAL CONTRACTOR EXCEPT WHERE OTHERWISE NOTED. THE GENERALCONTRACTOR SHALL CLOSELY COORDINATE THE WORK OF OTHER SUBCONTRACTORS AT THE JOBSITE.

12. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL BUILDING PERMITS, INCLUDING ALLFEES, INSPECTION FEES, AND MISCELLANEOUS FEES THE ISSUING AGENCY MAY REQUIRE. THEGENERAL CONTRACTOR SHALL PAY ANY FEES REQUIRED FOR THE REMOVAL OR RELOCATION OFEXISTING UTILITIES OR OTHER PHYSICAL BARRIERS.

13. THE CONTRACTOR SHALL COMPLY WITH THE BUILDING OWNER'S "RULES AND REGULATIONS” IF ANYARE AVAILABLE.

14. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTIONDOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADESAND SHALL PROVIDE ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS ASREQUIRED. THE PLANS SHALL NOT BE SEPARATED.

15. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE MATERIALS ON A REGULARBASIS FOR ALL SUB-CONTRACTORS AND TRADES. GENERAL CONTRACTOR SHALL EXERCISE STRICTCONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION INCLUDING FINAL CLEAN-UP UPONCOMPLETION OF WORK.

16. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE DESIGN AND GENERAL TYPEOF CONSTRUCTION DESIRED, AND IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL ANDWORKMANSHIP. THE GENERAL CONTRACTOR, IN ASSUMING RESPONSIBILITY FOR THE WORKINDICATED, SHALL ENFORCE CONSTRUCTION STANDARDS FOR EACH TRADE. THE GENERALCONTRACTOR SHALL ALSO ENFORCE QUALITY CONTROL PRIOR TO FINAL PUNCH WALK.

17. CONTRACTOR SHALL PROVIDE PROTECTION DURING CONSTRUCTION IN ACCORDANCE WITH CBCCHAPTER 33.

18. CONTRACTOR SHALL FIREPROOF AS REQUIRED BY CODE ALL NEW PENETRATIONS GENERATED BYTHE WORK DESCRIBED IN THESE DOCUMENTS. THE CONTRACTOR SHALL PATCH & REPAIR ALLFIREPROOFING DAMAGED DURING DEMOLITION AND/OR CONSTRUCTION.

19. THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL NECESSARY BLOCKING, BACKING,FRAMING, HANGERS OR OTHER SUPPORT FOR ALL INTERIOR AND EXTERIOR TRIM, FIXTURES,EQUIPMENT, CABINETRY, FURNISHINGS, AND ALL OTHER ITEMS REQUIRING THE SAME, INCLUDING“NOT IN CONTRACT” ITEMS.

20. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTIONSTANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING SAME, OR THEIR EXACT MEANING,ENVIRON ARCHITECTURE SHALL BE NOTIFIED FOR CLARIFICATION.

21. ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED.

22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT INSTALLATION METHODS CONFORM TOALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODEREQUIREMENTS. ANY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND CODEREQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF ENVIRON ARCHITECTURE IMMEDIATELYBY THE CONTRACTOR, PRIOR TO PROCEEDING WITH THE SPECIFIED WORK.

23. DO NOT SCALE OFF DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVERSMALLER DETAILS.

24. ALL INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD, UNLESS OTHERWISE NOTED.

25. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF CONCRETE, CONCRETE BLOCK OR STUD UNLESSOTHERWISE NOTED.

26. NO SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE PERMITTED WITHOUT FIRST SUBMITTINGSPECIFICATIONS, SAMPLES & COST IMPACT TO ENVIRON ARCHITECTURE FOR APPROVAL.

27. AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE ENVIRON, IN WRITING, OF ANYSPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY INTHE CONSTRUCTION COMPLETION SCHEDULE.

28. THE CONTRACTOR SHALL PROVIDE AND INSTALL ROUGH AND FINAL HOOK-UP FOR ALL SPECIFIEDFIXTURES AND SHALL SUPPLY ALL SUCH FIXTURES UNLESS OTHERWISE NOTED.

29. CONTRACTOR SHALL SECURE THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PERIOD,INCLUDING THOSE TIMES WHEN THE CONTRACTOR'S WORKMEN ARE NOT ACTUALLY ON THE JOB.

30. THE CONTRACTOR SHALL PATCH, REPAIR, REPLACE AND/OR REFINISH ALL EXISTING CONSTRUCTIONIN THE CONTRACT AREA TO A "LIKE NEW" CONDITION.

31. THE CONTRACTOR IS RESPONSIBLE TO MEET ALL ACCESSIBLE CODE REQUIREMENTS WITHFACILITIES INSTALLED, INCLUDING SIGNAGE.

32. ANY REVISIONS OR ADDITIONAL WORK REQUIRED BY THE CLIENT, FIELD CONDITIONS OR LOCALGOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF ENVIRON ARCHITECTUREBEFORE PROCEEDING. INFORM ENVIRON ARCHITECTURE IF SUCH WORK WILL HAVE A SCHEDULEIMPACT.

33. ANY AND ALL REVISIONS SHALL BE PROCESSED IN ACCORDANCE TO THE GENERAL CONDITIONS OFTHE CONTRACT, AIA 201.

34. BEFORE ACCEPTANCE BY THE OWNER, THE COMPLETED CONSTRUCTION SHALL BE CLEANED,LABELS REMOVED AND ALL OTHER TOUCH-UP COMPLETED.

35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LIFE SAFETY EQUIPMENT ASREQUIRED BY STATE AND LOCAL BUILDING CODES.

36. THE CONTRACTOR SHALL HOLD HARMLESS ENVIRON ARCHITECTURE AND ITS AGENTS, THE BUILDINGOWNER AND THEIR REPRESENTATIVES OF ANY SUITS OR ANY OTHER LEGAL ACTION ARISING FROMTHE CONTRACTOR'S WORK.

37. GENERAL CONTRACTOR IS TO PROVIDE ACCESS PANELS FOR MECHANICAL, ELECTRICAL, PLUMBING,AND DATA CONTROLS AS REQUIRED. LOCATIONS TO BE REVIEWED BY ENVIRON ARCHITECTUREPRIOR TO THE INSTALLATION OF THE SYSTEMS REQUIRING THE ACCESS PANELS.

38. FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING RADIATIONDAMPERS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS, CBC SECTION 716:

a. FIRE WALLS b. FIRE BARRIERS c. SHAFT ENCLOSURES d. FIRE PARTITIONS e. HORIZONTAL ASSEMBLIES

39. THE CONTRACTOR SHALL PROVIDE THREE (3) SETS OF SHOP DRAWINGS TO ENVIRON ARCHITECTUREFOR DESIGN REVIEW AFTER GENERAL CONTRACTOR HAS REVIEWED THEM FOR CONSTRUCTION ANDCONFORMANCE WITH THE CONTRACT DOCUMENTS.

40. SHOP DRAWINGS FOR ALL MILLWORK SHALL BE SUBMITTED TO ENVIRON ARCHITECTURE FOR REVIEWPRIOR TO FABRICATION.

41. THE CONTRACTOR SHALL SUBMIT SAMPLES OF MATERIAL FINISHES TO ENVIRON ARCHITECTURE FORDESIGN REVIEW PRIOR TO INSTALLATION. FAILURE TO DO SO WILL BE THE TOTAL RESPONSIBILITYAND LIABILITY OF THE CONTRACTOR WHETHER SPECIFIED CORRECTLY OR INCORRECTLY ON THECONTRACT DOCUMENTS.

42. THE GENERAL CONTRACTOR SHALL SUBMIT PAINT DRAW DOWNS TO ENVIRON ARCHITECTURE FORREVIEW. IF ANY DRAW DOWN IS APPROVED, A 4’x4’ AREA SHALL BE PAINTED ON THE ACTUAL SURFACE(INCLUDING RAILINGS, AND STAIRS) TO BE REVIEW BY ENVIRON ARCHITECTURE PRIOR TO PAINTINGTHE ENTIRE COMPONENT.

43. IT SHALL BE UNDERSTOOD, UNLESS OTHERWISE STATED, THAT ALL MATERIALS AND WORKMANSHIPSHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE ACCEPTANCE OF THE PROJECT BYTHE OWNER.

44. THE DRAWINGS SHALL NOT BE SEPARATED. ANY ELEMENTS INDICATED ON ANY DRAWING SHALL BEASSUMED TO BE INDICATED ON ALL DRAWINGS INCLUDING ENGINEERING DRAWINGS.

45. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY ARRIVAL OF ALL SPECIFIED MATERIAL(S). THECONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING WITHIN 15 DAYS OF THE DATE OF CONTRACTOF ITEMS NOT READILY AVAILABLE. IF NOTIFICATION IS NOT RECEIVED BY THE ARCHITECT, THECONTRACTOR SHALL ACCEPT RESPONSIBILITY FOR PROPER ORDERING AND WILL PURSUE MEANSNECESSARY AT NO ADDITIONAL COST TO THE OWNER, INSURE AVAILABILITY OF ALL SPECIFIED ITEMSSO AS NOT TO CREATE A HARDSHIP ON THE OWNER AND NOT TO DELAY PROGRESS OF THE WORK.

46. THE CONTRACTOR SHALL, ERECT TEMPORARY BARRICADES AND DUST PROOF PARTITIONS ASNEEDED FOR PROTECTION AGAINST ACCIDENT AND SHALL CONTINUOUSLY MAINTAIN ADEQUATEPROTECTION OF HIS WORK AND THE OWNERS PROPERTY FROM DAMAGE ARISING IN CONNECTIONWITH CONSTRUCTION.

47. BEFORE STARTING WORK IN THE FIELD, THE CONTRACTOR SHALL MEET WITH BUILDING MANAGEMENTTO DETERMINE PUBLIC ACCESS ROUTES AND ARRANGE FOR USE OF LOADING AREAS IF REQUIRED.

48. THE CONTRACTOR SHALL PROTECT EXISTING FLOOR AND WALL SURFACES FROM DAMAGE.

49. "HAZARDOUS SUBSTANCE" MITIGATION OR REMOVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR MUST COMPLYWITH ALL REQUIREMENTS OF ALL APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. THECONTRACTOR SHALL NOT PERMIT THE INSTALLATION OR USE OF ANY HAZARDOUS SUBSTANCES INANY COMPONENT OF THE PREMISES.

50. ALL MATERIALS USED IN THE CONSTRUCTION MUST BE ASBESTOS FREE.

51. PRIOR TO COMMENCEMENT OF WORK,THE GENERAL CONTRACTOR AND EACH SUBCONTRACTORSHALL SUBMIT TO OWNER CERTIFICATES OF INSURANCE SHOWING THE REQUIRED INSURANCE. IFTHE COVERAGE EXPIRES PRIOR TO COMPLETION OF THE WORK, THEN CONTRACTOR AND EACHSUBCONTRACTOR SHALL SUBMIT REPLACEMENT CERTIFICATES OF INSURANCE TO OWNER PRIOR TOTHE EXPIRATION OF SUCH COVERAGE. ALL CERTIFICATES SHALL PROVIDE THAT THERE WILL BE NOCANCELLATION, MATERIAL MODIFICATION OR REDUCTION OF COVERAGE WITHOUT REASONABLEWRITTEN NOTICE TO OWNER.

52. PROVIDE ILLUMINATED EXIT SIGNS AT ALL EXITS AS REQUIRED BY CBC 1006.

53. PROVIDE ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING AS REQUIRED BY CBC 1006,EMERGENCY LIGHTING SHALL PROVIDE A VALUE OF ONE FOOT-CANDLE AT FLOOR LEVEL.

54. WHERE EXIT DOOR SWING OUT OVER A LANDING, THE LANDING SHALL BE NOT MORE THAN ½” BELOWTHE THRESHOLD.

55. ALL GLAZING ALUMINUM SECTIONS SHALL CONFORM TO CBC REQUIREMENTS OF 1/175 DEFLECTIONFACTOR.

56. CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANTICIPATED POURING OF FOOTINGS ONEWEEK IN ADVANCE.

57. UNLESS OTHERWISE INDICATED ON THESE PLANS OR IN THE SPECIFICATIONS AS BEING N.I.C. OREXISTING, ALL ITEMS, MATERIALS, ETC. AND INSTALLATION OF SAME ARE A PART OF THE CONTRACTDEFINED BY THESE PLANS AND SPECIFICATIONS.

58. KEEP ALL PIPING, DUCTWORK AND STRUCTURAL MEMBERS AS CLOSE TO WALLS AND AS HIGH TOUNDERSIDE OF ROOF FRAMING AS POSSIBLE.

59. SIZES OF MECHANICAL EQUIPMENT PADS, BASES, ROOF EQUIPMENT PADS, AND OPENINGS ARE ABASIS FOR DESIGN ONLY. CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL MECHANICALCONTRACTOR EQUIPMENT MANUFACTURERS. MECHANICAL CONTRACTOR SHALL VERIFY ALL SIZESAND LOCATIONS OF DUCT OPENINGS ON ROOF AND WALLS.

60. WHERE LARGER STUDS OR FURRING IS REQUIRED TO COVER DUCTS, STRUCTURAL MEMBERS,STRUCTURAL HARDWARE, PIPING CONDUIT, ETC. THE LARGER SIZE STUD OR FURRING SHALL EXTENDTHE FULL LENGTH OF THE SURFACE WHERE THE FURRING OCCURS.

61. ALL ROOF DRAINS SHALL BE LOCATED AT THE LOWEST POINT OF THE ROOF, TAKING INTOCONSIDERATION THE CAMBER OF BEAMS AND DEFLECTION OF CANTILEVERS. CONTRACTOR SHALLVERIFY THAT POSITIVE DRAINAGE EXISTS FROM ALL POINTS ON ROOF.

62. TOILET ROOMS AND MECHANICAL EQUIPMENT ROOMS SHALL BE PROVIDED WITH A MECHANICALVENTILATING SYSTEM TO PROVIDE ONE (1) COMPLETE CHANGE OF AIR EVERY 15 MINUTES ANDCONNECTED TO THE LIGHT SWITCH (MIN).

63. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL SURFACES WHERE ITTERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS NOTED OTHERWISE. PROVIDE SEALANT ATSUCH EDGES.

64. SEALANT SHALL BE PROVIDED AT ALL VERTICAL AND HORIZONTAL CONCRETE EXPANSION JOINTS.

65. ALL EXTERIOR WALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, COPINGS, AND EXPANSION JOINTSSHALL BE WEATHERPROOF.

66. UNLESS NOTED OTHERWISE, ALL EXTERIOR AND INTERIOR EXPOSED METAL TRIM, MOLDING, FRAMES,CASING, COPING AND FLASHING, ELECTRICAL GEAR AND ROOF LADDER SHALL BE PAINTED VERIFYPLANS FOR PAINT COLORS.

67. ALL RAMPS, STAIRS, AND WALKWAYS SHALL HAVE A SLIP RESISTANT FINISH AT LEAST EQUAL TO AMEDIUM BROOM FINISH UNLESS OTHERWISE NOTED.

68. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTHHORIZONTAL AND VERTICAL) IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, SOTHAT THE MAXIMUM DIMENSIONS OF ANY CONCEALED SPACE IS NOT OVER 10 FEET.

69. IN ALL CASES, PROVIDE ISOLATION OF ALUMINUM FROM ADJACENT STEEL OR COAT SURFACES INCONTACT WITH BITUMINOUS PAINT.

70. THE CONTRACTOR IS TO NOTIFY THE OWNER WHEN THE PLUMBING AND ELECTRICAL HAS BEEN“ROUGHED IN”, SO LOCATION CAN BE VERIFIED BEFORE SLAB IS POURED.

71. REFER AND REVIEW THE SOILS REPORT IN ITS ENTIRETY. REVIEW ALL RECOMMENDATIONSPERTAINING TO FOUNDATIONS, LATERAL LOADS, RETAINING WALLS, EXCAVATIONS, GRADING, PAVING,DRAINAGE AND MOISTURE PROTECTION, FLOOR SLABS, CORROSIVITY, AND OTHER SERVICES.

72. MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS SHALL CONNECT ALL FIXTURES ANDEQUIPMENT. THE INSTALLATION SHALL BE PER CODE REQUIREMENTS.

73. PROVIDE AS REQUIRED, PORTABLE FIRE EXTINGUISHERS WITH BRACKETS AND INSTALL IN A LOCATIONWHICH SATISFIES THE FIRE DEPARTMENT.

74. PROVIDE SECURITY GRILLS AT ANY OPENING ,EXISTING AND NEW (OPEN DUCTS, PIPES, REGISTERS,LOUVERS, VENTS, SEWERS, ETC) IN EXCESS OF 96 INCHES IN AREA AND OVER 6 INCHES IN ITSSMALLEST DIMENSION. VERIFY CSULA SECURITY REQUIREMENTS.

75. SHOULD ANY ASPHALTIC CONCRETE REQUIRE PATCHING ADJACENT TO BUILDING, IT SHALL BE DONEACCORDING TO THE PAVING SPECIFICATIONS AND THE SOILS REPORT AND SHALL BE OF THE SAMESECTION AND DRAIN SCHEME AS ADJACENT PAVED AREAS.

76. ADDRESS NUMBERS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR AT THEFRONT ENTRANCE AND SERVICE ENTRANCE OF THE BUILDING PER TENANTS REQUIREMENTS. FINALDETERMINATION ON SIZE, COLOR, AND EXACT LOCATION TO BE CONFIRMED BY LOCAL AUTHORITY.PROVIDE ADDRESS NUMBERS SO AS TO BE ILLUMINATED BY SOME SOURCE OF LIGHT.

77. GENERAL CONTRACTOR TO PROVIDE ALL GOVERNMENTAL REQUIRED SIGNAGE NECESSARY FOR THECERTIFICATE OF OCCUPANCY (FIRE LANE SIGNAGE, “DO NOT BLOCK DOOR”, ETC).

78. EXPANSION JOINTS IN STUCCO SHALL BE PLACED WHERE SHOWN ON PLANS AND/OR AT LEAST EVERY100 SQUARE FEET, AND ABOVE AND BELOW OPENINGS PER ASTM #1063.

79. DESIGN MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATEDON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR REVIEW (IN ACCORDANCEWITH SPECIFICATIONS) IS OBTAINED FROM OWNER, ARCHITECT AND THE APPLICABLE GOVERNINGCODE AUTHORITY, ANY MODIFICATIONS TO DESIGN ELEMENTS OR STRUCTURAL COMPOSITIONSTHAT ARE REQUESTED BY THE CONTRACTOR FOR HIS BENEFIT OR CONVENIENCE THAT REQUIRESADDITIONAL WORK BY THE ARCHITECT AND/OR ENGINEERS, SHALL BE PAID FOR BY THECONTRACTOR. COMPENSATION FOR THIS WORK, SHALL BE PAYABLE IN ADVANCE OF THE WORKBEING PERFORMED.

80. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, THE ARCHITECT, AND THEIRAGENTS AND EMPLOYEES FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND EXPENSESINCLUDING ATTORNEY’S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THEWORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (1)IS ATTRIBUTABLE TOBODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLEPROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OR USE RESULTING THEREFROM,AND (2) IS CAUSED IN WHOLE OR PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR,ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONEFOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, REGARDLESS OR WHETHER OR NOT IT IS CAUSEDIN PART BY A PARTY INDEMNIFIED HEREUNDER.

81. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED INCBC SECTION 803.

82. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBCT-803.9.

83. INTERIOR FINISH MATERIALS APPLIED TO FLOOR SHALL BE TESTED AS SPECIFIED IN CBC SECTION 804.

84. INTERIOR FINISH MATERIALS SUCH AS DECORATIVE MATERIALS AND TRIM SHALL BE TESTED ASSPECIFIED IN CBC SECTION 806.

85. THERMAL AND ACOUSTICAL INSULATION SHALL COMPLY WITH CBC 719 (CBC 807.1).

86. ALL DRYWALL FINISH SHOULD BE LEVEL 4 THROUGHOUT UNLESS OTHERWISE NOTED.

87. THE MECHANICAL, ELECTRICAL, PLUMBING, AND KITCHEN CONSULTANT PLANS ARESUPPLEMENTARY TO THE ARCHITECTURAL PLANS. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO CHECK THE CONSTRUCTION PLANS PRIOR TO SUBMITTAL OF BID AND AGAINBEFORE THE INSTALLATION OF MECHANICAL, ELECTRICAL, AND PLUMBING WORK. ANYDISCREPANCIES BETWEEN THE CONSTRUCTION AND THE CONSULTANT'S PLANS SHALL BE BROUGHTTO THE ATTENTION OF ENVIRON ARCHITECTURE FOR CLARIFICATION. WORK INSTALLED INCONFLICT WITH THE ENVIRON PLANS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWNEXPENSE AND SHALL NOT IMPACT THE SCHEDULE.

ENTRANCE & EXIT DOORS NOTES:

1. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIREDTO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THEWRIST TO OPERATE. MANUALLY OPERATED BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. THEUNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. CBC1008.1.9.1.

2. LATCHING AT LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVELSHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULLACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRINGTHE ABILITY TO GRASP THE OPENING HARDWARE. CBC 1133B.2.5.2

3. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVETHE FLOOR. CBC 1133B.2.5.2.

4. WHEN INSTALLED, DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32” WITH THE DOOROPEN 90 DEGREES. CBC 1133B.1.1.1.1

5. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT ANANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. CBC 1133B.2.3.

6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5POUNDS FOR INTERIOR DOORS, WITH SUCH PULL OR PULL EFFORT BEING APPLIED TO RIGHTANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVESTANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOORMAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVEAUTHORITY, NOT EXCEED 15 POUNDS. CBC 1133B.2.5.

7. WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SOTHAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TOMOVE TO A POINT 3” FROM LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR. CBC 1133B.2.5.1

8. THRESHOLDS SHALL NOT BE GREATER THAN 1/2" IN TOTAL HEIGHT WITH THE LEADING EDGESREVEALED OR SLOPED AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO SINGLE VERTICALCHANGE OF ELEVATION EXCEEDS 1/4".

9. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVELAREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND THELENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TOTHE PLANE OF THE DOOR IN THE CLOSED POSITION.

10. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND AMINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR THE EXTERIOR DOORS AND A MINIMUMOF 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS.

11. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTHUNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTRESTWITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS AREUSED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR WHICHWILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAPOR HAZARDOUS CONDITION.

12. ALL EXIT ACCESS DOORWAYS SHALL BE PROTECTED BY TIGHT-FITTING SMOKE AND DRAFT CONTROLASSEMBLIES HAVING A FIRE PROTECTION OF NOT LESS THAN 20 MINUTES WHEN TESTED INACCORDANCE WITH UBS STANDARD 7-2, PART II. SMOKE AND DRAFT CONTROL DOOR ASSEMBLIESSHALL BE PROVIDED WITH A GASKET INSTALLED SO AS TO PROVIDE A SEAL WHERE THE DOORMEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP.

ELECTRICAL NOTES 1. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER

OPERABLE EQUIPMENT SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THECLEARANCES AND REACH RANGE REQUIREMENTS OF SECTION CBC 1117B.6, 1118B.5 AND 1118B.6

2. ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OFTHE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCE OR COOLING,HEATING AND VENTILATING EQUIP. LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOPOFTHE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOXTO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. CBC 117B.6.5.1

3. ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLE LOCATED NO MORE THAN 48INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSINGNOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX ORERECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. CBC 1117B.6.5.2

4. COMPLETE ELECTRICAL INSTALLATION IS TO BE PROVIDED FOR ALL EQUIPMENT SHOWN IN THISCONTRACT. FURNISH ALL LABOR AND TOOLS NECESSARY. FURNISH AND INSTALL ALL APPARATUS,MATERIALS AND EQUIPMENT IN A FASHION COMPLYING WITH ALL APPLICABLE CODES, INCLUDINGITEMS REQUIRED BUT NOT NORMALLY SHOWN, SUCH AS LAMPS, COUPLINGS, HANGERS, BRACKETS,CLAMPS, BOXES, CONNECTORS, AND HARDWARE.

5. FURNISH AND INSTALL ALL FIXTURES COMPLETE WITH LAMPS AS SPECIFIED ON PLANS.

6. PROVIDE POWER DISTRIBUTION TO ALL LIGHTING AND EQUIPMENT.

7. DETERMINE EXACT ROUTING OF CONCEALED FEEDERS AND BRANCH HOME-RUNS IN COOPERATIONWITH OTHER TRADES TO SIMPLIFY INSTALLATION WHEREVER POSSIBLE, SUBJECT TO APPROVAL OFARCHITECT FOR VISUAL AND STRUCTURAL REASONS. ALL EXPOSED CONDUITS AND JUNCTIONBOXES ARE TO BE PAINTED AS DIRECTED BY THE ARCHITECT WITH THE EXCEPTION OF SURFACEMOUNTED CONDUIT ON ROOF OR OTHERWISE HIDDEN FROM PUBLIC VIEW.

8. SIZE OUTLET BOXES IN CONFORMITY WITH CODE FOR NUMBER AND GAUGE OF CONDUCTORSTHEREIN, MIN. BOX SIZE SHALL BE 4" SQ. BY 1 1/2" DEEP.

9. CONTRACTOR TO CONNECT ALL HARDWIRED EQUIPMENT AND FIXTURES AND SHALL PROVIDE ALLNECESSARY CONNECTIONS FROM LOW VOLTAGE TRANSFORMER TO EQUIPMENT. ALL LOW VOLTAGEWIRING MUST BE IN CONDUIT.

10. ALL NEW BRANCH CIRCUIT BREAKERS SHALL MATCH THE EXISTING BREAKERS WHEREVERPOSSIBLE. THIS WORK MAY REQUIRE THE USE OF REFURBISHED BRANCH BREAKERS IF BREAKERSTO MATCH TO EXISTING ARE NO LONGER AVAILABLE.

11. ALL ELECTRICAL WORK MUST COMPLY WITH DISABLED ACCESS REQUIREMENTS.

12. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THEPREMISES’ ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCYELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS:

a. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWOOR MORE MEANS OF EGRESS.

b. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVETWO OR MORE EXITS.

c. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTILEXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.

d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN CBC, SECTION 1027.1, IN BUILDINGSREQUIRED TO HAVE TWO OR MORE EXITS.

e. EXTERIOR LANDINGS, AS REQUIRED BY CBC SECTION 1008.1.6, FOR EXIT DISCHARGEDOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO EXITS AND MORE.

13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITEGENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCEWITH CBC SECTION 2702.

ARCHITECTURE

CIVILC-1 TITLE SHEETC-2 DEMO PLAN C-3 GRADING AND DRAINAGE PLANC-4 UTILITY NOTESC-5 UTILITY PLAN C-6 EROSION CONTROL PLAN

CIVIL:JOHN M. CRUIKSHANK CONSULTANTS, INC.411 NORTH HARBOR BLVDSUITE 201SAN PEDRO, CA 90731TEL: 310-241-6550FAX: 310-320-8871CONTACT: FELIX SIN

KITCHEN CONSULTANT:R. W. SMITH AND CO.3186-A AIRWAY AVECOSTA MESA, CA 92626TEL: 714-795-6726FAX: 714-540-9523CONTACT: ART MANNI

DEFERRED APPROVAL ITEMS:

1. PRE-MANUFACTURED TRUSSEDRAFTERS

DEFERRED APPROVALS

G-1G-2G-3A-1.0A-1.1A-1.2A-2.0A-3.0A-4.0A-5.0A-6.0A-8.0A-8.1A-9.0A-10.0A-10.1A-10.2

TITLE GENERAL NOTESACCESSIBILITYFURNITURE EGRESS PATH & GREEN CODEOVERALL SITE PLANSITE PLANSITE PLAN DETAILSFLOOR PLANREFLECTED CEILING PLANROOF PLANELEVATIONSSECTIONSINTERIOR FINISHESINTERIOR FINISHESDOOR/WINDOW SCHEDULEDETAILSDETAILSDETAILS

G-1G-2

TITLE GENERAL NOTESACCESSIBILITY

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L

ECCCCCCCCCCCCCCCCCTTTTTTTTTTTTTT

S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR

C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C22626262626262626262626262608NoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNo.Re 12 / 3

HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

ACCESSIBILITY

2010.03

FF CSULA CDS

10102012.pln

G-2

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


DISPENSER MOUNTING HEIGHTACCESSIBLE URINAL DOOR CONSTRUCTION

RESTROOM IDENTIFICATIONSYMBOL PROPORTIONS ACCESSIBLE LAVATORYDISPLAY CONDITIONS ACCESSIBLE W/CLOSET

BOTH DOOR & WALL MOUNTED RESTROOMBRAILE IDENTIFICATION ARE REQUIRED

INTERNATIONAL SYMBOL OF ACCESSIBILITYDISPLAYED AT PRIMARY ENTRANCE

TO ENSUREFORWARD REACH

40" MAX.BOTTOM OF

REFLECTIVE SURFACE

40" MAX. TO

MIRROR

33" TO 36"17

"

MA

X.

14"

MIN.

MA

X.

44

"

10" MIN. BOTTOM RAIL

RUBBER BUMPER ON CHAIR

LEVER FAUCET

INSULATION

2'-3"

8"

MIN

.

2'-5"

MIN

.

MA

X.

2'-10"

RESTROOM SIGNAGE TO BE 1/4" THICKAND MOUNTED AT 60" A.F.F. TEXT AND

GRAPHIC TO BE CONTRASTING COLORON BLUE BACKGROUND

WOMEN

12

"6

0"

<

MEN

12

"

60

"

<

WOMEN MEN

TITLE 24 ACCESSIBILITY NOTES

DIAMETER

NOMINAL

ALL DISPENSERS+40" MAX TO HIGHESTOPERABLE PART.

1 1/2"

TO

1 1/4"

12"

MIN

.

19

"

MAX.

17"-

19" 3

3"

36" MIN GRAB BAR

42" MIN GRAB BAR

WALL

1 1/2"

12"

36" MAX

MAX.

54" MIN

SINGLE-ACCOMMODATION TOILET FACILITY

ACCESSIBLE PARKING SIGNACCESSIBLE WARNING SIGN

60" M

IN.

12"

18"

24"

MIN

.

18"

28" MIN.

18"

48

"

18"

32"

54"

MIN

.

12

"

2'-0"

MIN

.4'-0"

1'-10"

1'-5"

2'-0"

6'-8"

MIN

.1

0"

7"

18

'

9'-0" 8' @ VAN HANDICAP STALL

3'-0"

3'-0"

3'-0"

1'-0"

1'-6"

45°

FLUSH ACTIVATORON WIDE SIDE

URINALWHERE

REQUIRED

ALUMINUM PLATE

WHITE PAINT

BLUE PAINT

1" LETTERS MIN.

2" RADIUS TYP.

ALUMINUM POST

1 " RADIUS TYP.

ALUMINUM PLATE

WHITE REFLECTIVEPAINT

BLUE REFLECTIVEPAINT

ALUMINUM POST

2'X6" X 4" CONC.BUMPER, SPIKEDTO A. C. PAVING

4" WIDE BLUEPAINT STRIPING

INTERNATIONALSYMBOL OFACCESSABILITYBLUE PAINTEDFIELD/WHITEPAINTED SYMBOL

WITHIN THE ACCESS AISLEPAINT THE WORDS:"NO PARKING" IN 12"HIGH LETTERS MIN.

ACCESSIBLEPARKING SIGN

ACCESSIBLEWARNING SIGN

EXIT SIGN

17" MIN.

6" MAX.

ACCESSIBLE PARKING STALL

MIN.

MA

X.

MIN

. C

LR

.

DIA

. CLR

.

MIN

. C

LR

.

MIN.

CLEAR

TO EDGEOF WATER

CLOSET

MAX.

I. ENTRANCES AND EXITS

1. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS

THAN 3 FEET WIDE BY NOT LESS THAN 6 FEET, 8 INCHES HIGH CAPABLE OF

OPENING 90 DEGREES AND MOUNTED SO THAT THE CLEAR WIDTH OF THE

EXIT WAY IS MINIMUM 32 INCHES. THIS INCLUDES ALL ENTRY AND TOILET

ROOM DOORS; EXCLUDES MAIN ENTRY DOORS.

2. THE FLOOR ADJACENT TO A DOORWAY SHALL BE LEVEL AND CLEAR FOR A

MINIMUM DEPTH OF 60 INCHES IN THE DIRECTION THE DOOR SWINGS AND 44

INCHES IF SWINGING AWAY. THE FLOOR CLEAR AREA SHALL EXTEND

BEYOND THE STRIKE EDGE 24 INCHES FOR EXTERIOR DOORS AND 18

INCHES FOR INTERIOR DOORS.

3. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE,

SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A

MINIMUM OF 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO

SUCH VESTIBULE WHEN DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES

FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN

THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS.

INTERIOR AND EXTERIOR THRESHOLDS SHOULD BE A MAXIMUM 1/2 INCH

ABOVE THE ADJACENT FLOOR.

4. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING

SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE.

II. SANITARY FACILITIES

1. PROVIDE 44 INCHES CLEAR PASSAGEWAY WIDTH TO SANITARY FACILITIES.

2. ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32 INCHES

CLEAR UNOBSTRUCTED OPENINGS.

3. PROVIDE APPROVED RESTROOM DOOR SIGNAGE.

4. PROVIDE A CLEAR SPACE 60 INCHES IN DIAMETER OR 56 INCHES BY 63

INCHES WITHIN THE TOILET ROOM. DOORS OTHER THAN HANDICAPPED

TOILET STALL DOOR MAY ENCROACH 12 INCHES INTO THIS SPACE.

5. FOR WATER CLOSET COMPARTMENTS:

A. MINIMUM 28 INCHES WIDE CLEAR SPACE FROM A FIXTURE TO SIDE OF

TOILET.

B. MINIMUM 32 INCHES WIDE CLEAR SPACE FROM A WALL TO SIDE OF

TOILET.

C. MINIMUM 48" LONG CLEAR SPACE IN FRONT OF TOILET WHEN

COMPARTMENT HAS END OPENING DOOR.

D. MINIMUM 60 INCHES LONG CLEAR SPACE IN FRONT OF TOILET WHEN

COMPARTMENT HAS DOOR AT SIDE.

E. SELF CLOSING, 32 INCHES CLEAR WIDTH OPENING FOR THE WATER

CLOSET COMPARTMENT DOORS, 34 INCHES FOR SIDE OPENING.

F. 44 INCHES WIDE CLEAR PATH TO THE STALL AND 48 INCHES SPACE IN

FRONT OF THE DOOR MEASURED AT RIGHT ANGLES.

G. TOILET 18 INCHES FROM CENTERLINE TO WALL.

6. GRAB BARS SHOWN ON PLANS SHALL BE:

A. LOCATED ON BOTH SIDES OR ONE SIDE AND ON BACK OF WATER

CLOSET.

B. 1 1/4" TO 1 1/2" CROSS SECTION MOUNTED 33 INCHES ABOVE THE

FLOOR.

C. AT THE SIDE AT LEAST 42 INCHES LONG AND POSITIONED SO THAT THEY

EXTEND 24 INCHES BEYOND THE FRONT OF THE TOILET.

D. AT BACK 36" LONG MINIMUM UNLESS OTHERWISE SHOWN.

E. NON-ROTATING HAVING 1/8" MINIMUM EDGE RADIUS.

F. NOT PROJECTING MORE THAN 3 INCHES INTO REQUIRED CLEAR SPACE.

7. SEE ATTACHED DRAWINGS AND CODE MODIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

8. FLUSH VALVE CONTROL SHALL BE ON WIDE SIDE OF TOILET.

III. TOILET ROOM FIXTURES AND ACCESSORIES

1. SPECIFY WATER CLOSETS WITH:

A. 17 INCH MINIMUM HEIGHT, MAXIMUM 19 INCHES TO TOP OF SEAT,

MOUNTED 18 INCHES ON CENTER FROM THE NEAREST WALL.

B. OSCILLATING FLUSH CONTROL HANDLE, OPERATING AT 5 LB. FORCE AND

WITHOUT EXCESSIVE BODY MOVEMENT. LOCATED ON THE WIDE SIDE OF

TOILET NO HIGHER THAN 44 INCHES.

2. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL:

A. HAVE A CLEAR SPACE 30 INCHES x 48 INCHES LONG IN FRONT OF THE

URINAL AND ALL HANDICAPPED.

B. HAVE AN ELONGATED RIM, MAXIMUM 1'-5" FROM THE FLOOR, AND MUST

PROJECT A MINIMUM OF 14 INCHES FROM THE WALL.

3. PROVIDE AT LEAST ONE LAVATORY WITH:

A. MINIMUM 29 INCHES CLEAR FROM FLOOR TO BOTTOM OF APRON.

B. KNEE CLEARANCE UNDER FRONT LIP 27 INCHES HIGH, 30 INCHES WIDE, AND

8 INCHES DEEP.

C. TOE CLEARANCE AT BOTTOM MEASURED FROM THE FRONT OF THE

LAVATORY 9 INCHES HIGH, 30 INCHES WIDE AND 17 INCHES DEEP.

D. 30 INCHES x 48 INCHES CLEAR SPACE IN FRONT OF LAVATORY. CLEAR

SPACE MAY EXTEND INTO KNEE AND TOE SPACE.

E. INSULATED HOT WATER AND DRAIN PIPE.

F. NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

G. FAUCET CONTROLS OPERABLE WITH ONE HAND AND NOT REQUIRING

GRASPING, PINCHING, OR TWISTING.

4. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL

OPERABLE PARTS WITHIN 40 INCHES OF FLOOR.

5. MOUNT MIRRORS WITH THE BOTTOM EDGE NOT MORE THAN 40 INCHES FROM

FLOOR.

6. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12 INCHES OF THE

FRONT EDGE OF THE TOILET SEAT. SUPPLY ADDITIONAL TOILET TISSUE

DISPENSER IF EXISTING DOES NOT COMPLY.

7. GRAB BARS, TUB AND SHOWER SEATS, FASTENER AND MOUNTINGDEVICES

SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FT. LOAD.

IV. ADDITIONAL REQUIREMENTS

1. IF PROVIDED, LOCATE ALL MANUALLY OPERATED SWITCHES AND CONTROLS

BETWEEN 36 INCHES AND 48 INCHES FROM THE FLOOR.

2. IF PROVIDED, LOCATE CONVENIENCE OUTLETS A MINIMUM 12 INCHES FROM

THE FLOOR.

3. DRINKING FOUNTAINS SHALL COMPLY WITH CBC SECTION 1117B.1 FORACCESSIBILITY REQUIREMENTS.

V. ADDITIIONAL ACCESSIBLE NOTES:

1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOTINTERRUPED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2'AND SHALL BE A MINIMUM OF 48" IN WIDTH.

2. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALLBE BEVELED WITH A SLOPE NO GREATER THAN 1/2" EXCEPT THAT LEVELCHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.

3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2"SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS.

4. WHEN THE SLOPE IN THE DRECTION OF TRAVEL OF ANY WALK EXCEEDS 1VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS OFSECTION 11338.5 AS A PEDESTRIAN RAMP.

5. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PERFT. EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCALCONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPECAN BE INCREASED TO A MAXIMUM OF 1/2" PER FOOT FOR DISTANCE NOT TOEXCEED 20'.

6. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" AT A DOOROR GATE THAT SWINGS TOWARD THE WALK AND NOT LESS THAN 48" WIDE BY44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.

7. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OFA DOOR OR GATE THAT SWINGS TOWARD THE WALK.

8. WALK & SIDEWALK SURFACES SHALL BE SLIP-RESISTANT AS FOLLOWS:A. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST

AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDUIM SALTED FINISH.B. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE SLIP-RESISTANT.

VI. ACCESSIBLE SIGNAGE

1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF AWHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TOCOLOR NO. 5090 IN FEDERAL STANDARD 5958. ALL CHARACTERS,SYMBOLS, AND THEIR BACKGROUNDS TO HAVE A NONGLARE FINISH.

2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO A HEIGHTRATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIOBETWEEN 1:5 AND 1:10.

3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TOTHE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THEMINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X, LOWER CASECHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTEDABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 11218, THEMINIMUM CHARACTER HEIGHT SHALL BE 3".

4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARKCHARACTERS ON A LIGHT BACKGROUND.

5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALLCONFORM TO THE FOLLOWING:

A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUMAND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIEDBY GRADE 2 BRAILE.

B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH.C. PICTORIAL SYMBOL SIGN (PICTOGRAMS) SHALL BE ACCOMPANIED BY

THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOWTHE PICTOGRAM.THE BORDER DIMENSION OF THE PICTOGRAM SHALLBE A MINIMUM OF 6" IN HEIGHT.

D. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT.BRAILLE SHALL BE PLACED A MINIMUM OF 3/8" AND A MAX. OF 1/2"DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT ORCENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALLBE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT.

6. CONTRACTED GRADE 2 BRAILE SHALL BE USED WHEREVER BRAILLESYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESEREGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10"SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40"ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED.

7. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USEABLE BYPERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG ORLEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITHA SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ANDWITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TOPERSONS ALONG APPROACHING PEDESTRIAN WAYS.

8. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS ANDSPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BEACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 11178.5.6 OFTHE UBC. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THELATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THELATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACEDON THE NEAREST ADJACENT WALL PREFERABLY ON THE RIGHT. MOUNTINGHEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OFTHE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT APERSON MAY APPROACH WITHIN 3' OF SIGNAGE WITHOUT ENCOUNTERINGPROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMSAND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THEDOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITSSHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITSTHE ROOM OR SPACE.

9. ALL BUILDINGS AND FACILITY ENTRANCES THAT ARE ACCESSIBLE TO ANDUSABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH AMINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITHADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONSWHERE THE ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THEREGULAR CIRCULATION PATH, TO BE VISIBLE TO PERSONS ALONGAPPROACHING CIRCULATION PATHS. ENTRANCES WHICH ARE NOTACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE COMPLYING WITHSECTION 1117B.5.1, ITEMS 2 AND 3, WHICH INDICATES THE LOCATION OFAND ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE.

10. BUILDINGS THAT PROVIDE SPECIFIC SANITARY FACILITIES AND/ORELEVATORS FOR PUBLIC USE THA CONFORM TO THESE BUILDINGSTANDARDS SHALL HAVE THIS INFORMATION POSTED IN THE BUILDINGLOBBY, PREFERABLY AS PART OF THE BUILDING DIRECTORY. THEINFORMATION SHALL BE ACCOMPANIED BY THE INTERNATIONAL SYMBOLOF ACCESSIBILITY. INACCESSIBILITY SANITARY FACILITIES SHALL HAVEDIRECTIONAL SIGNAGE COMPLYING WITH SECTION 1117B.5.1, ITEMS 2 AND3, TO INDICATE THE LOCATION OF THE NEAREST ACCESSIBLE SANITARYFACILITY.

11. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDINGOR SITE, THEYSHALL COMPLY WITH SECTIONS 1117B.5.2, 1117B.5.3, 1117B.5.5, 1117B.5.6, AND 1117B.5.7. FOR OTHER MEANS OF EGRESS SIGNS ANDIDENTIFICATION PROVISIONS ADOPTED BY SFM AND DSA-AC, SEE CHAPTER10, SECTIONS 1011.3 FOR TACTILE EXIT SIGNS, 1020.1.6.2 FOR TACTILEFLOOR DESIGNATION SIGNS IN STAIRWAYS, 1008.1.8.6, ITEM 5 FOR DELAYEDEGRESS LOCKS, 1007.6.5 FOR AREAS OF REFUGE AND 1007.7 FOR EXITSAND ELEVATORS. SEE ALSO SECTION 1116B FOR ADDITIONAL SIGNAGEREQUIREMENTS APPLICABLE TO ELEVATORS AND SECTION 1115.6 FORSANITARY FACILITIES.

12. WHEN SIGNS DIRECT OR GIVE INFORMATION ABOUT PERMANENT ROOMS ANDFUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITHSECTIONS 1117B.5.2, 1117B.5.3, AND 1117B.5.4.

13. WHEN SIGNS IDENTIFY, DIRECT TO OR GIVE INFORMATION ABOUT ACCESSIBLEELEMENTS AND FEATURES OF A BUILDING OR SITE, THEY SHALL INCLUDE THEAPPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH SECTIONS1117B.5.2 AND 1117B.5.8.

14 SIGNS AND IDENTIFICATION AS SPECIFIED IN SECTION 1117B.5.1, WHENINCLUDED IN THE CONSTRUCTION OF NEW BUILDINGS OR FACILITIES, ORWHEN INCLUDED, ALTERED OR REPLACED DUE TO ADDITIONS ORRENOVATIONS TO EXISTING BUILDINGS OR FACILITIES, AND WHEN A PERMIT ISREQUIRED, SHALL COMPLY WITH THE FOLLOWING PLAN REVIEW ANDINSPECTION REQUIREMENTS:

A. PLANS, SPECIFICATIONS OR OTHER INFORMATION INDICATINGCOMPLIANCE WITH THESE REGULATIONS SHALL BE SUBMITTED TO THEENFORCING AGENCY FOR REVIEW AND APPROVAL.

15. SIGNS AND IDENTIFICATION SHALL BE FIELD INSPECTED AFTER INSTALLATIONAND APPROVED BY THE ENFORCING AGENCY PRIOR TO THE ISSUANCE OF AFINAL CERTIFICATE OF OCCUPANCY PER APPENDIX CHAPTER 1, SECTION110.2, OR FINAL APPROVAL WHERE NO CERTIFICATE OF OCCUPANCY ISISSUED. THE INSPECTION SHALL INCLUDE, BU NOT BE LIMITED TO,VERIFICATION THAT BRAILLE DOTS AND CELLS ARE PROPERLY SPACED ANDTHE SIZE, PROPORTION AND TYPE OF RAISED CHARACTERS ARE INCOMPLIANCE WITH THESE REGULATIONS.

16. TACTILE EXIT SIGNAGE IN SECTIONS 1011.3 AND 1011.3.2, TACTILE FLOORDESIGNATION SIGNS IN STAIRWAYS IN SECTION 1020.1.6.2 , TACTILE SPECIALEGRESS CONTROL DEVICE SIGNS IN SECTION 1008.1.8.6, ITEM 5, ELEVATORCAR CONTROL IDENTIFICATION REQUIRED IN SECTION 1116B.1.9, ELEVATORDOORJAMB MARKING REQUIRED IN SECTION 1116B.1.14 AND SANITARYFACILIITES SIGNAGE REQUIRED IN SECTION 1115B.6 SHALL ALSO COMPLY WITHTHIS SECTION.

17. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILEEXIT SIGN WITH THE WORD, "EXIT."

18. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXITBY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXITSIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:A. "EXIT STAIR DOWN"B. "EXIT RAMP DOWN"C. "EXIT STAIR UP"D. "EXIT RAMP UP"

19. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXITBY MEANS OF AN EXIT ENCLOSURE THAT DOES NOT UTILIZE A STAIR OR RAMP,OR BY MEANS OF AN EXIT PASSAGEWAY, SHALL BE IDENTIFIED BY A TACTILEEXIT SIGN WITH THE WORDS "EXIT ROUTE".

20. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT ISREQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILEEXIT SIGN WITH THE WORDS "EXIT ROUTE".

21. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE WORDS "TO EXIT".

VII. CONTROLS AND OPERATING MECHANISMS

1. CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONGACCESSIBLE ROUTES OR AS PARTS OF ACCESSIBLE ELEMENTS (FOREXAMPLE, LIGHT SWITCHES AND DISPENSER CONTROLS) AND THOSEREQUIRED TO BE ACCESSIBLE BY SECTION 109.1 SHALL COMPLY WITH THEREQUIREMENTS OF THIS SECTION.

2. CLEAR FLOOR SPACE COMPLYING WITH SECTION 1118B.4 THAT ALLOWS AFORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIRSHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES AND OTHEROPERABLE EQUIPMENT.

3. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS,RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHINAT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTIONS 1118B.5 AND1118B.6. ELECTRICAL AND COMMUNICATION SYSTEMS RECEPTACLES ONWALLS SHALL BE MOUNTED NO LESS THAN 15 INCES (381 MM) ABOVE THEFLOOR.

4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONEHAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OFTHE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS (22.2 N) OF FORCE.

5. THE CENTER OF THE GRIP OF OPERATING HANDLE OF CONTROLS ORSWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREATO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES ORCOOLING , HEATING AND VENTILATING EQUIPMENT, SHALL BE 48 INCHES (1219MM) ABOVE THE FLOOR OR WORKING PLATFORMS.

6. THE CENTER OF ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITSOF 30 AMPERES OR LESS SHALL BE INSTALLED NOT MORE THAN 48 INCHES(1219 MM) NOR LESS THAN 15 INCHES (381 MM) ABOVE THE FLOOR ORWORKING PLATFORM.

EXCEPTIONS:A. RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED

BASEBOARD HEATERS ARE EXEMPT.B. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS

WHEN ADJACENT TO SLIDING PANELS OR WALLS.C. BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS,

WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETSARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS.

FINISH GRADE

UNAUTHORIZED VEHICLESPARKED IN DESIGNATED

HANDICAPPED SPACES NOTDISPLAYING DISTINGUISHING

PLACARDS OR LICENSEPLATES ISSUED FOR

PHYSICALLY DISABLEDPERSONS MAY BE

TOWED AWAYAT OWNER'S EXPENSE.

TOWED VEHICLES MAY BERECLAIMED AT ____________

____________ OR BYTELEPHONING

______________________.

RESERVED

FINISH GRADE

VANACCESSIBLE

VIII. EACH ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED WITH:

1. A MINIMUM 70 SQUARE INCH PERMANENTLY AFFIXED REFLECTORIZED SIGNCONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT INWHITE ON A DARK BLUE BACKGROUND, POSTED 80" FROM FINISH GRAD OR36" ABOVE INTERIOR END OF THE SPACE.

2. SURFACE IDENTIFICATION CONSISTING OF THE WHEELCHAIR WITHOCCUPANT IN WHITE ON A DARK BLUE BACKGROUND 3'-0" SQUARE (OR) THESPACE OUTLINED IN BLUE.

3. POSTED AT SITE ENTRANCE TO OFF-STREET PARKING FACILITIES ADJACENTTO AND VISIBLE FROM EACH STALL A 11" X 22" MINIMUM SIGN WITH 1"LETTERING STATING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED HANDICAPPED

SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSEPLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWEDAWAY AT OWNER'S EXPENSE, TOWED VEHICLES MAY BE RECLAIMED ATAN AUTHORIZED POLICE DEPARTMENT.

4. PLACE SIGNS, DISPLAYING THE INTERNATIONAL SYMBOL, AT ALL MAJORJUNCTIONS OF ALL PATHS OF TRAVEL, INDICATING THE DIRECTION TOHANDICAPPED ACCESS.

5. AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL ON ALL ACCESSIBLEENTRANCES PER SECTION 111 7B .5.1. SHOW DETAIL OF SIGN AND IDENTIFYTHE LOCATIONS ON PLANS. THE SIGN SHALL BE LOCATED ADJACENT TO THELATCH SIDE OF THE DOOR AT 60" AFF.

6. EACH ACCESSIBLE PARKING SPACE SHALL BE: A 9' WIDE LEVEL PARKING SPACE, 18' LONG & A 5' WIDE ACCESS AISLE.

LOCATE THE ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE.

7. LOCATE ACCESSIBLE PARKING SPACES AS NEAR AS PRACTICAL TO PRIMARYENTRANCES OF FACILITY AND CONSTRUCT A COMPLYING PATH OF TRAVELFROM EACH ACCESSIBLE PARKING SPACE TO A COMPLYING ENTRANCE, NOTREQUIRING A PERSON TO TRAVEL BEHIND PARKED VEHICLES OTHER THANTHEIR OWN.

SLOPE 1:50 MAX.ANY DIRECTIONIN PARKING STALLSAND 8' CLR. AREA

5' @ REG. HANDICAP STALL

NO PARKING

GENERAL NOTES:

1. FLOORS. IN OTHER THAN DWELLING UNITS, TOILET AND BATHING ROOMFLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE THATEXTENDS UPWARD ON TO THE WALLS AT LEAST 6 INCHES, CBC 1210.1

2. WALLS. WALLS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL HAVEA SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF 4 FEET ABOVETHE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIAL USEDIN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BYMOISTURE.

ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS ANDSOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED ANDSEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE, CBC 1210.2

3. SHOWERS. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITHINSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH,NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET, CBC 1210.3

4. WATERPROOF JOINTS. BUILT-IN TUBS WITH SHOWERS SHALL HAVEWATERPROOF JOINTS BETWEEN THE TUB AND ADJACENT WALL, CBC 1210.4.

5. TOILET ROOMS. TOILET ROOMS SHALL NOT OPEN DIRECTLY INTO A ROOMUSED FOR THE PREPARATION OF FOOD FOR SERVICE TO THE PUBLIC, CBC1210.5.

6. BASE FOR TILE. CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS INCOMPLIANCE WITH ASTM C 1178, C 1288 OR C 1325 AND INSTALLED INACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED ASA BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILINGPANELS IN SHOWER AREAS. WATER-RESISTANT GYPSUM BACKING BOARDSHALL BE USED AS A BASE FOR TILE IN WATER CLOSET COMPARTMENT WALLSWHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840 ANDMANUFACTURER RECOMMENDATIONS. REGULAR GYSUM WALLBOARD ISPERMITTED UNDER TILE OR WALL PANELS IN OTHER WALL AND CEILING AREASWHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840. CBC 2509.2

7. LIMITATIONS. WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BEUSED IN THE FOLLOWING LOCATIONS, CBC 2509.3:

a. OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS.

b. WHERE THERE WILL BE DIRECT EXPOSURE TO WATER OR IN AREAS SUBJECT TO HIGH HUMIDITY. c. ON CEILINGS WHERE FRAMES SPACING EXCEEDS 12 INCHES O.C.

FOR 1/2 INCH THICK WATER RESISTANT GYSUM BACKING BOARD AND MORE THAN 16 INCHES O.C. FOR 5/8 INCH THICK WATER-RESISTANT GYPSUM BACKING BOARD.

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

FURNITURE

EGRESS PATH

& GREEN CODE

2010.03

FF CSULA CDS

10102012.pln

G-3

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


1

N

4'-6"

44

"

44"

5'-0"

36"

9'-0"

44

"

KITCHEN 200 GROSS200/1,253= 7 OCCUPANTS

DINING AREA (NEW ADDITION)ASSEMBLY UNCONCENTRATED(TABLES AND CHAIRS) 15 NET

15/2,750= 184 OCCUPANTS

DINING AREA (EXISTING)ASSEMBLY UNCONCENTRATED(TABLES AND CHAIRS) 15 NET

15/740= 49 OCCUPANTS

PROJECTNORTH

MIN.

MIN.

MIN

.

MIN

.

+42"

COUNTER

+30"

COUNTER

GENERAL NOTE:

A. ALL DIMENSIONS MUST BE FIELD VERIFIED.

B. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

C. THE FURNITURE SHOWN IS FOR REFERENCE ONLY.

LEGEND

PATH OF TRAVEL

SINGLE FACE EXIT SIGN (NO ARROWS)

DOUBLE FACE EXIT SIGN (DUAL ARROWS, SINGLE DIRECTION)

ACCESSIBLE WHEELCHAIR SEATING SPACES (FOR REFERENCE ONLY)

SEATING CAPACITYNO. OF WHEELCHAIR

SEATING SPACES

4 TO 25 1

26 TO 50 2

51 TO 300 4

301 TO 500 6

CBC TABLE 11B-1

MEANS OF EGRESS REQUIREMENTS, CBC 2010MEANS OF EGRESS REQUIREMENTS, CBC 2010MEANS OF EGRESS REQUIREMENTS, CBC 2010

REQUIRED PROVIDED

TRAVEL DISTANCE, TABLE 1016.1TRAVEL DISTANCE, TABLE 1016.1

1. NEW DINING AREA 250’ (MAX.) 70’

2. EXISTING DINING AREA 200’ (MAX.) 50’

3. KITCHEN 250’ (MAX.) 50’

COMMON PATH OF TRAVEL, TABLE 1021.2COMMON PATH OF TRAVEL, TABLE 1021.2

1. NEW DINING AREA 75’ (MAX.) 70’

2. EXISTING DINING AREA 75’ (MAX.) 50’

3. KITCHEN 75’ (MAX.) 50’

# OF EXITS, TABLE 1021.1 AND 1021.2# OF EXITS, TABLE 1021.1 AND 1021.2

1. NEW DINING AREA 2 2

2. EXISTING DINING AREA 1 1

3. KITCHEN 1 1

WIDTH OF CORRIDOR 44” (MIN.) 54”

1. BICYCLE PARKING FOR PROJECTS SHALL COMPLY WITH CGC SECTION5.710.6.2 FOR ADDITIONS. THE SPECIFIC DETAILS MUST BE SUBMITTEDAND APPROVED BY C.S.U. CAMPUS PLANNING.

2. SUBMIT TO C.S.U. CAMPUS PROJECT MANAGER A WASTEMANAGEMENT PLAN THAT OUTLINES THE ITEMS LISTED IN CGCSECTION 5.713.8.1.1.

3. A MINIMUM OF 50% OF NON-HAZARDOUS CONSTRUCTION WASTE IS TOBE RECYCLED. CGC 5.713.8.1.

4. TESTING AND ADJUSTING OF NEW SYSTEMS AS OUTLINED IN CGCSECTION 5.713.10.4.2.

5. A BUILDING "OPERATIONS & MAINTENANCE SCHEDULE" (O&M) ASLISTED IN CGC SECTION 5.713.10.4.5 SHALL BE DELIVERED TO THEBUILDING OWNER OR REPRESENTATIVE AND THE FACILITIESOPERATOR.

6. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BESEALED AND MECHANICAL EQUIPMENT TO BE COVERED. CGC5.714.4.3.

7. V.O.C.'S MUST COMPLY WITH LIMITATIONS LISTED IN SECTION 5.504.4AND TABLES 4.504.1, 5.504.4.1, 5.504.4.2, 5.504.4.3, 5.504.4.5 FORADHESIVES, SEALANTS, PAINTS AND COATINGS, CARPET ANDCOMPOSITION WOOD PRODUCTS. CGC 5.714.4.4.

8. WHERE LANDSCAPE IRRIGATION IS PART OF THE ADDITION OR TENANTIMPROVEMENT, LANDSCAPE IRRIGATION WATER USE SHALL HAVEWEATHER BASED CONTROLLERS. CGC 5.712.4.3.1.

9. PRIOR TO FINAL APPROVAL OF THE BUILDING, THE LICENSEDCONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGEOF THE OVERALL CONSTRUCTION MUST CERTIFY IN WRITING TO C.S.U.PROJECT MANAGER THAT THE GREEN CODE STANDARDS LISTED HAVEBEEN IMPLEMENTED AND ARE PART OF THIS PROJECT.

SCALE: 1/8" = 1'-0"1FURNITURE/EGRESS PLAN

GREEN CODE STANDARDS

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

OVERALL SITE

PLAN

2010.03

FF CSULA CDS

10102012.pln

A-1.0

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


N

PA

SE

O R

AN

CH

O C

AS

TIL

LA

EXISTING PARKING LOT

EXIS

TING

FIRE LA

NE

EXISTIN

G S

ERVIC

E RO

AD

EXISTINGBUILDING # 1





MARIONDALE AVENUE

EXISTINGHOUSING OFFICE

BUILDING

NEWSTUDENT HOUSINGDINING ADDITION

OVERALL SITE PLAN GENERAL NOTES

A. SEE SITE PLAN ON A-1.1 FOR MOREINFORMATION.

B. VERIFY ALL DIMENSIONS IN FIELD.

C. SEE CIVIL PLANS FOR MORE INFORMATION.

SCALE: 1" = 30'1OVERALL SITE PLAN

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

SITE PLAN

2010.03

FF CSULA CDS

10102012.pln

A-1.1

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


XX

SITE LEGEND

IMAGINARY PROPERTY LINE

ACCESSIBLE PATH OF TRAVEL

KEYNOTE

NEW EXPOSED AGGREGATE

CONCRETE SLAB W/ 2'X2'SAWCUT PATTERN W/ ACIDWASH FINISH (4/A-1.2)

SITE PLAN KEYNOTES

1. EXISTING LIGHT POLE TO REMAIN

2. EXISTING COMMUNICATION POLE TO REMAIN.

3. EXISTING FIRE HYDRANT TO REMAIN.

4. NEW CONCRETE STEPS W/ HANDRAIL. (8/A-1.2)

5. NEW CONCRETE RAMP W/ HANDRAIL. (7/A-1.2)

6. EXISTING TRASH ENCLOSURE.

7. FIRE DEPARTMENT CONNECTION (FDC) VERIFY WITH FIRE DEPARTMENT.

8. FIRE SPRINKLER RISER LOCATION. LOCATE RISER WITHIN EXTERIOR WALL.

PROVIDE ACCESS PANEL AND PAINT TO MATCHWALL. PROVIDE DOOR DECAL "SPRINKLERRISER"

9. PROVIDE SLURRY COAT FOR NEW ACCESSIBLEPARKING SPACES. SEE SHEET G-2 FORREQUIREMENTS.

10. PROVIDE SLURRY COAT TO PAINT PAVEMENTFOR SERVICE ACCESS ENTRY. PAINT 4" STRIPESWHITE.

11. GALV. STEEL GATE. PAINT TO MATCH WALL. (9/A-1.2)

GENERAL NOTES

A. FOR ADDITIONAL SITE INFORMATION REFER TOCIVIL PLANS.

B. SEE STRUCTURAL, MECHANICAL, ELECTRICALAND PLUMBING PLANS FOR MOREINFORMATION.

C. REFER TO FLOOR PLANS FOR DIMENSIONS NOTSHOWN.

D. VERIFY ALL DIMENSIONS IN FIELD.

N

1

A-1.2

15

'

15'

15

'

4'-9"

4'

18'

9'

8'

9'

26'-0

" V.I.

F.

1

1

1

1

1

1

2

3

4

5

6

2

7

8

9

10

11

EXISTINGBUILDING 1

EXISTINGBUILDING 2

EXISTINGBUILDING 3

EXISTINGBUILDING 5

EXISTINGFIRELANE

DN

DN

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

NEW BUILDINGADDITION

GROSS AREA4,832 SQ. F.T

EXISTINGBUILDING AREA

7,765 SQ. FT.

SCALE: 1/16" = 1'-0"1SITE PLAN

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

SITE PLAN

DETAILS

2010.03

FF CSULA CDS

10102012.pln

A-1.2

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013

BID SET 2-14-2013



1

1

2

1

1

3

4

4

LEGEND1. REMOVE EXISTING STUCCO ONWALLS AND CEILING HEIGHTS.PREPARE FOR NEW INTERIORGYPSUM BOARD. SEE NEW PLANS.

2. REMOVE EXISTING CONCRETESLAB, PREPARE FOR NEW.

3. REMOVE EXISTING WINDOWSAND DOORS.

4. REMOVE EXISTING LOW WALL.BELOW WINDOWS.

NOTES:A. VERIFY EXISTING CONDITION

IN FIELD.B. SEE CIVIL PLANS FOR MORE

INFORMATION.C. SEE STRUCTURAL PLANS FOR MORE INFORMATION.

2"

4"

2"

4"

2"

4"

2"

4"

6"

10

"

2"

8"

1/8" x1/8" SAW CUT PATTERN

SAND LAYER

1/4" RADIUS TYPICAL

1/2" COMPRESSIBLETYPE FOAMEXPANSION STRIPW/ SEALANT

SAND LAYER

CONCRETE SLAB W/ 6x6 WWM& NON-SLIP EXPOSED FINISHSEE SITE PLAN

SAND LAYER


SAND LAYER

1/4" RADIUS TYPICAL

1/2" COMPRESSIBLE TYPE FOAMEXPANSION STRIP W/ SEALANT



BUILDING WALL

SAND LAYER


PAVING

CONT. # 4 BARS

CONTROL JOINT

NOTE:EXPANSION JOINTS IN 4" CONCRETEWALK SHALL BE PLACED AT 30' MAX. O.C.

B

EXPANSION JOINT C

SLAB DETAIL TYPICAL A

EXPANSION JOINT @ BUILDING D

MA

X.

SLAB EDGE E

COMPACTEDSOIL

COMPACTEDSOIL

COMPACTEDSOIL

COMPACTEDSOIL

COMPACTEDSOIL

6"

12"

TY

P.

16"

20"

7"

1'-6"

ALUMINUMROOF ACCESS LADDER

ALUMINUM RUNG

INTERMEDIATE BRACKET

3"x .125 T ALUMINUMSIDE RAIL _>.49

EXPANSION ANCHORS-3/8" DIA. W/ 1 1/2"

EMBEDMENT IN CONCRETE

BLOCKING

36" HIGH POST EXTENSION

INTERMEDIATE BRACKET

TOP ALUMINUMLANDING V.I.F.

ELEVATION SECTION

REBARS PER STRUCTURALPLANS

8"x8"x16" FULLY GROUTEDCMU WALLS

REBARS PER STRUCTURALPLANS

2-COAT SMOOTHSTUCCO FINISH, SEEELEVATION PLANS

NOTES:1. SEE STRUCTURAL PLANS FOR

MORE INFORMATION

1'-0"RAMP-MAX SLOPE 1:121'-0"

1'-10"

1'-0"

34

"

4" 2"

4"

6"

TOPLANDING

BOTTOMLANDING

1 1/2" O.D. GALV. STEELPIPE HANDRAIL

TYP. PAINTED

2" GALV. STEELPIPE SLEEVE W/NON-SHRINKGROUT TYP.

PROVIDE GUIDECURB EACH SIDE

POSTS PERRAMP LENGTH

5'-0" MAX.SEPARATION

GUIDE CURB

RAMP

HIG

H

GUIDE CURB DETAILNOT TO SCALE

TYP. HANDRAILNOT TO SCALE

34

" 34

"

12

"

12"12" PLUS 1'-6" 1'-6"

1"

4"

6"BOTTOM

LANDING

TOPLANDING

2" GALV. STEELPIPE SLEEVE W/NON-SHRINKGROUT TYP.

ALUMINUM STRIPEAT EVERY STEP

1 1/2" O.D. GALV. STEELPIPE HANDRAIL TYP.PAINTED

TREADWIDTH

MIN.

MIN.

MIN

.

TYP. HANDRAILNOT TO SCALE

MA

X.

MA

X.

TYP. WARNINGSTRIPES

NOT TO SCALE

4"

5'-8"

3'-0"

4'-0"

6'-0"

2" GALV. T.S.FRAME

3 GALV. COMMERCIALGRADE HINGES

GALV. METAL PANELPAINT TO MATCH WALL

BUILDING WALL

NOTE:

VERIFY WITH CSULA LATCH

AND SECURITY REQUIREMENTS

SCALE: 1/8" = 1'-0"1SMALL DEMO PLAN

SCALE: 1" = 1'-0"4CONCRETE PAVING

SCALE: 3/4" = 1'-0"5ACCESS LADDER TYP.

SCALE: 1" = 1'-0"6TYP. EXTERIOR CMU WALL

SCALE: 1/4" = 1'-0"7TYP. RAMP DETAIL

SCALE: 1/4" = 1'-0"8TYP. EXTERIOR STEPS

SCALE: 1/4" = 1'-0"9EXTERIOR DOOR

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

FLOOR PLAN

2010.03

FF CSULA CDS

10102012.pln

A-2.0

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


2

2

2 2

XXX ROOM NUMBER

ELEVATION SHEET #

INTERIOR ELEVATION #

FLOOR PLAN KEYNOTES

1. NEW ALUMINUM ROOF ACCESS LADDER WITH POSTEXTENSIONS. PROVIDE SECURITY DOOR WITHPAD LOCK (5/A-1.2)

2. NEW SEISMIC EXPANSION JOINT (SLAB) WITHWATER PROOF/WATER TIGHT SEAL. V.I.F.

(4/A-10.1)

3. NEW SEISMIC EXPANSION JOINT (EXTERIOR) WITH1-HR FIRE BARRIER SEAL AND WATERPROOFWATER TIGHT SEAL. PAINT TO MATCHADJACENT WALLS. V.I.F. (2/A-10.1)

4. NEW SEISMIC EXPANSION JOINT (INTERIOR) WITH1-HR FIRE BARRIER SEAL. PAINT TO MATCHADJACENT WALL. V.I.F. (3/A-10.1)

5. CONCRETE CAP, SMOOTH FINISH. COLOR TO MATCH DAVIS COLORS COLOR "ADOBE" 61078 (7-8/A-10.0)

6. RECESSED FIRE EXTINGUISHER CABINET (5/A-10.1)

7. DINING COUNTER (18/A-10.1)

8. OUTSIDE CORNER TRIM

9. PORT OPENING 3'-6" W x 2'-0" H @ 34" AFF (SEEKITCHEN PLANS FOR ADDITIONAL INFO)

A-1

1

4 2

3

FLOOR LEGEND

ROOM SYMBOL

DOOR NUMBER—SEE DOOR SCHEDULE SHEET A-9.0

WINDOW TYPE—SEE WINDOW SCHEDULE SHEET A-9.0

KEYNOTE

EXISTING WALL TO REMAIN NEW EXTERIOR WALL (1/A-10.0)

NEW INTERIOR WALL (2/A-10.0)

WALK-IN COOLER/FREEZER WALLS (SEE KITCHEN CONSULTANT PLANS)

NEW FIRE BARRIER-FULL HEIGHT WALL (1-HR RATED)(3/A-10.0)

NEW 6 FT HIGH CMU WALL (6/A-1.2)

NEW 4 FT. HIGH INTERIOR WALL (3/A-10.2)

FLOOR DRAIN (SEE KITCHEN AND PLUMBING PLANSFOR ADDITIONAL INFORMATION)

FLOOR SINK (SEE KITCHEN AND PLUMBING PLANSFOR ADDITIONAL INFORMATION)

XX

#

XX

GENERAL NOTES

A. VERIFY ALL INFORMATION IN FIELD.

B. SEE STRUCTURAL, MEP PLANS FOR MOREINFORMATION.

C. SEE KITCHEN CONSULTANT PLANS FOR ALLINFORMATION INSIDE THE KITCHEN SPACE.

D. SEE KITCHEN CONSULTANT PLANS FOR WALLBACKING INSIDE THE KITCHEN SPACE.

E. SEE KITCHEN CONSULTANT PLANS FORCONCRETE CURB REQUIREMENTS INSIDE THEKITCHEN SPACE.

F. PROTECTION OF JOINTS PENETRATION IN FIRE-RATED ASSEMBLIES SHALL NOT BECONCEALED FROM VIEW UNTIL INSPECTEDAND APPROVED.

G. SAFETY GLAZING LOCATIONS PER CBC 2406.4.

H. THE FLOOR OR LANDING SHALL BE NOT MORETHAN 1/2" LOWER THAN THE THRESHOLD OFDOORWAY.

I. FIRE BARRIER-FULL HEIGHT WALL IS FROMFLOOR TO ROOF SHEATHING.

1

2

C

AAA

CF

F

7

A

B 10

8

C

3

D

2

5 6

4

BB

9

N

N

7'-4"

8"

89'-0"

7'-4" 8" 7'-4" 8" 7'-4" 8"

7'-10"

6'-0"

3'-10"

7'-4" 18'-0"

7'-4" 8" 7'-4"

1'-0" 16'-8" 15'-4" 24'-8" 24'-0" 1'-6" 5'-0" 10"

1'-6"

8'-8"

9'-4"

1'-2"

22'-9"

8'-1"

8'-0"

1'-6"

62'-0"

6'-6"

8'-8 1/2" 1'-2" 20'-1" 13'-0" 11'-0" 12'-8" 1'-6" 4'-7 1/2"

72'-8 1/2"

6'-0"

7'-0"

4'-8"

13'-6 1

/2"

23'-4"

41'-6"

5'-4

"

5'-4

"

3'-3"

3'-8"

6'-0"

10'-1 1

/2"

4'-6"

6'-6"

4'-0"

8'-0"

5'-4"

14

"2'-10"

17'-0" 1'-6"

2'-0" 14'-6 1/2" 12'-0" 11'-6" 12'-1" 3'-11"

14'-4"

4'-6"

3'-11" 5'-4" 9'-0" 8'-0" 11'-10" 8'-8"

9'-6"

3'-4"

6'-3"

11'-1"

7'-10"

4'-6"

2'-7

"

13'-6

"1'-6

"

1'-3

" 1'-6"

3'-0"

4'-0

"

4'-0

"

2'-0"

6'-6"

3'-6"

4'-8"

40'-0" 9'-0"

1'-4"

5'-0"

4'-10" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-10"

8'-4" 8'-4"

4'-0"

8'-11"

1'-2"

17'-0"

1'-2"

22'-2"

53'-11 1/2" 18'-9 1/2"

1'-0"

20'-8"

22'-9"

17'-7"

3'-6"

135°

135°

AA-6.0

AA-6.0

BA-6.0

BA-6.0C

A-6.0

CA-6.0

1

2

4

3

3

4

5

5

6

6

7

9

EXISTINGBUILDING

EXISTINGDININGAREA

KITCHEN GROSSAREA= 1,253.00 SQ. FT.

SERVICE

OFFICEELECT/DATA

M W

ACTUALNORTH

PROJECTNORTH

V.I.F

.

V.I.F

.

V.I.F

.

1

1

A B C

1

2

3

11 12

DA-6.0

DA-6.0

EA-6.0

EA-6.0

FA-6.0

FA-6.0

AREA= 1,253.00 SQ. FT.AREA= 1,253.00 SQ. FT.AREA= 1,253.00 SQ. FT.AREA= 1,253.00 SQ. FT.AREA= 1,253.00 SQ. FT.AREA= 1,253.00 SQ. FT.AREA= 1,253.00 SQ. FT.AREA= 1,253.00 SQ. FT.

E1

8

GROSS BUILDING AREA= 4,721.00 SQ. FT.

NET DINING AREA= 2,750.00 SQ. FT.

2

SCALE: 1/8" = 1'-0"1FLOOR PLAN

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

REFLECTED

CEILING PLAN

2010.03

FF CSULA CDS

10102012.pln

A-3.0

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


2

2

A

B

C

RCP GENERAL NOTES:A. SEE ELECTRICAL AND STRUCTURAL PLANS FOR MORE

INFORMATION.

B. LIGHT FIXTURES ARE SHOWN FOR REFERENCE ONLY,SEE ELECTRICAL PLANS FOR ACTUAL LIGHT FIXTURESSPECIFICATIONS.

C. VERIFY FIXTURE QUANTITIES AND LOCATIONS PRIORTO ORDERING. INFORM ARCHITECT OF ANYDISCREPANCIES.

D. PROVIDE EXIT SIGNS PER CBC 1003.2.8

E. EXIT SIGNS SHALL ALSO BE CONNECTED TO ANEMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE EBC. CBC1003.2.8.5

F. PROVIDE EMERGENCY LIGHTING AS REQUIRED PERFIRE DEPARTMENT.

G. THE POWER SUPPLY FOR MEANS OF EGRESSILLUMINATION SHALL NORMALLY BE PROVIDED BY THEPREMISIS OF ELECTRICAL SUPPLY. CBC 1003.2.9.2

H. EMERGENCY LIGHTING MUST PROVIDE AT LEAST 1FOOT CANDLES OF ILLUMINATION AND BE INSTALLEDIN EVERY WINDOWLESS ROOM.

I. ALL ELECTRICAL EQUIPMENT, MATERIAL, AND ALLCONNECTIONS SHALL BE INSTALLED COMPLETE TOPROVIDE A COMPLETE AND FULLY OPERATIONALSYSTEM.

J. EXTERIOR BUILDING LIGHTING SHALL HAVEEMERGENCY INTEGRAL BATTERY POWER BACK-UPFOR NOT LESS THAN 90 MINUTES TO PROVIDE FORSAFE EVACUATION OF THE BUILDING.

RCP KEYNOTES:1. NEW SEISMIC EXPANSION JOINT(EXTERIOR) WITH 1 HR

FIRE BARRIER SEAL AND WATERPROOF WATER TIGHTSEAL. PAINT TO MATCH ADJACENT WALLS. V.I.F. (2/A-10.1)

2. NEW SEISMIC EXPANSION JOINT(INTERIOR) WITH 1-HRFIRE BARRIER SEAL PAINT TO MATCH ADJACENTWALLS. V.I.F. (3/A-10.1)

3. ALUMINUM VENT SCREED, PAINT TO MATCH CEILING(19/A-10.0).

4. STUCCO DRIP REVEAL (17/A-10.0).

5. NO CEILING IN ELECTRICAL ROOM. LIGHT FIXTURE AT+9'-0".

6. KITCHEN HOOD LOCATION, GENERAL CONTRACTOR TOVERIFY AND COORDINATE CEILING WITHFOODSERVICE EQUIPMENT BUILDING WORKS PLAN,FOODSERVICE EQUIPMENT SCHEDULE ANDMECHANICAL FLOOR PLAN.

7. CEILING PROJECTOR LOCATION.

8. COUNTER ROLL UP DOOR

9. PAINT SOFFIT P-1 FLAT FINISH (SEE SHEET A-8.1 FORPAINT SPEC.).

EXISTING SUSPENDED ACOUSTICAL CEILING TOREMAIN.

NEW EXTERIOR STUCCO TO MATCH ADJACENTWALL.

NEW GYPSUM BOARD CEILING/SOFFIT(16/A-10.1).

NEW 2X2 SUSPENDED ACOUSTICAL TILECEILING SYSTEM.GRID: USG DONN DX/DXL 15/16" SUSPENSIONSYSTEM.TILE: USG MARS CLIMA PLUS CEILING TILE SLT(SHADOW LINE) EDGE.NEW SEISMIC RX SYSTEM - 7/8" ANGLE MOLD(ESR - 1308 REPORT) (11-15/A-10.1)

NEW 2X2 SUSPENDED ACOUSTICAL TILECEILING SYSTEM, AT KITCHEN.GRID: USG DONN DX/DXL 15/16" SUSPENSIONSYSTEM.TILE: USG SHEETROCK LAY-IN CEILING PANELCLIMA PLUS CEILING TILE.NEW SEISMIC RX SYSTEM - 7/8" ANGLE MOLD(ESR - 1308 REPORT) (11-15/A-10.1)

NEW EXTERIOR WALL SCONCE

NEW 6" DOWNLIGHT

NEW 6" DOWNLIGHT

NEW 6" DOWNLIGHT

NEW 6" DOWNLIGHT

6"x 4' LED INTERNAL FIXTURE

4"x 2' WALL LIGHT FIXTURE

2'x4' LIGHT FIXTURE

1'x4' LIGHT FIXTURE

PROVIDE FAN/LIGHT COMBO FIXTURE

EXIT SIGN

SUPPLY/RETURN/EXHAUST/LINEAR DIFFUSER(SEE MECHANICAL PLANS FOR ADDITIONALINFORMATION)

REFLECTED CEILING PLAN LEGEND

AAA

AAA

AAA

B

B

B

B

B

B

B

B

B

B B B B

B

B

B

B

B

B

B

B

B

AAA

C C C C C C

B

B

B

B

B

B

B

B

8'-0"

13'-9 1

/2"

3'-10"

2'-4" 50'-1"

3'-11"

25'-9"

7'-10"

2'-6"

4'-0"

24'-8"

AA-6.0

AA-6.0

BA-6.0

BA-6.0C

A-6.0

CA-6.0

1

2

1

3

3

3

4

44

4

4

4

44

4

5

7

889 9

99

+10'-0" CLG

+12'-0" CLG

+12'-0" CLG

+12'-0" CLG

+10'-0"CLG

+10'-0" CLG

+9'-0" CLG

+9'-0" CLG

+9'-0" CLG+9'-0" CLG

+9'-0" CLG

+12'-0" CLG

+10'-0" CLG

+8'-0" CLG

+8'-0" CLG

+8'-0" CLG

+10'-0" CLG+10'-0" CLG

A B C

1

2

3

DA-6.0

DA-6.0

EA-6.0

EA-6.0

FA-6.0

FA-6.0

6

SCALE: 1/8" = 1'-0"1REFLECTED CEILING PLAN

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

ROOF PLAN

2010.03

FF CSULA CDS

10102012.pln

A-4.0

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


1

1

1

1

XX

X:12

ROOF LEGEND

EAGLE CONCRETE ROOF TILES TO MATCH EXISTING V.I.F. CLASS "A" - ICC ESR - 1900

GAFGLAS CLASS "A" BUILT UPROOFING SYSTEM - ICC ESR - 1274

ROOF DRAIN (14/A-10.0)

ROOF SLOPE

KEYNOTE

CRICKET—ROOF CRICKET. SLOPE IS

EQUAL TO TWICE OF OPPOSINGSLOPE. CRICKET CONSTRUCTED OF2X BLOCKING @ 24" O.C. W/ 1/2"PLYWOOD OVER ROOF DECK

MECHANICAL EQUIPMENT. SEEMECHANICAL PLANS FOR LOCATIONS.

PROVIDE PLATFORM PER (5/A-10.0) SEE STRUCTURAL PLANS FOR

FRAMING DETAILS.

O'HAGIN FLAT ATTIC LOW VENT LARR 25497

O'HAGIN FLAT ATTIC HIGH VENT LARR 25497

MAINTENANCE WALKWAY PAD 30" X 30"

GENERAL NOTES

A. REFER TO FLOOR PLANS FOR DIMENSIONS NOT SHOWN.

B. SEE STRUCTURAL, MECHANICAL, AND PLUMBING PLANS FORMORE INFORMATION.

C. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALLSUFFICIENT FLASHING AND COUNTER FLASHING ASREQUIRED TO PROVIDE A WATER TIGHT SEAL.

D. ALL METAL FLASHING, COUNTER FLASHING, AND COPINGSHALL BE NOT LESS THAN 22 GA. CORROSION RESISTANTMETAL.

E. PROTECTION OF JOINTS PENETRATION IN FIRE-RATEDASSEMBLIES SHALL NOT BE CONCEALED FROM VIEWUNTIL INSPECTED AND APPROVED.

F. PROVIDE PLATFORM FOR ALL EQUIPMENT ON ROOF. VERIFYWALK-IN COOLER/FREEZER COMPRESSOR ON ROOF.

KEYNOTES

1. EXISTING GALV. METAL GUTTER TO REMAIN.

2. EXISTING GALV. METAL DOWNSPOUT TO REMAIN.

3. NEW GALV. METAL GUTTER TO MATCH EXISTING.PAINT TO MATCH EXISTING. V.I.F.

4. NEW GALV. METAL DOWNSPOUT TO MATCH EXISTING.PAINT TO MATCH EXISTING. V.I.F.

5. NEW GALV. METAL CONCEALED GUTTER WITH WIREMESH. PAINT TO MATCH ADJACENT ROOF TILE. V.I.F.

6. NEW GALV. METAL ROOF DRAIN WITHIN EXTERIORWALL. PROVIDE STRAINER AT GUTTER LEVEL. V.I.F.

7. NEW ALUMINUM ROOF ACCESS LADDER WITH POSTEXTENSIONS. PROVIDE SECURITY DOOR WITH PADLOCK (5/A-1.2)

8. NEW ALUMINUM EXPANSION JOINT WITH 1-HR FIREBARRIER SEAL AND WATER PROOF/WATER TIGHTEXTERIOR SEAL. PAINT TO MATCH ADJACENTROOF TILE. V.I.F. (1/A-10.1)

9. VERIFY COMPRESSOR LOCATION. SEE MECHANICALPLANS. ADJUST CRICKET AS REQUIRED. PROVIDEPLATFORM AS REQUIRED.

A

B

AA-6.0

AA-6.0

BA-6.0

BA-6.0C

A-6.0

CA-6.0

DA-6.0

DA-6.0

EA-6.0

EA-6.0

FA-6.0

FA-6.0

9'-6

"

23'-1

/2"

9'-8"

82'-2"

8" 8"

1

2

1

2

4

4

3

3

6 5 6

7

8

WALL LINEBELOW

EXTERIORCOLUMNS

9

ATTIC AREA 1

ATTICAREA

3

ATTICAREA

2

1/2":12

8:12

8:12

4:12 4:12

8:12

8:12

NE

W

EX

ISTIN

G

+/- 7.2:12

V.I.F

.

V.I.F

.

A

A

B

B

A A

1/2":12

A B C

1

2

3

ATTIC VENTILATION ATTIC VENTILATION ATTIC VENTILATION ATTIC VENTILATION

REQUIREDREQUIRED UPPER VENTS PROVIDEDUPPER VENTS PROVIDEDUPPER VENTS PROVIDED

ATTIC AREA

AREASQ. FT.

RATIOSQUARE INCHES

50%

QTY LOW & HI

EACH

SQUARE INCHES

(EA.)

SQUARE INCHES TOTAL

AREA 1 3065 300 1471.20 735.60 8 98.75 790.00

AREA 2 279 300 133.92 66.96 1 98.75 98.75

AREA 3 255 300 122.40 61.20 1 98.75 98.75SCALE: 1/8" = 1'-0"1ROOF PLAN

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

ELEVATIONS

2010.03

FF CSULA CDS

10102012.pln

A-5.0

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


1

ELEVATION KEYNOTES

1. 1/4" EXPANSION JOINT TYPICAL (18/A-10.0)

2. NEW ALUMINUM ROOF ACCESS LADDER WITHPOST EXTENSIONS. PROVIDE SECURITYDOOR WITH PAD LOCK (5/A-1.2)

3. NEW ALUMINUM EXPANSION JOINT WITH 1-HR FIREBARRIER SEAL AND WATER PROOF/WATER TIGHTSEAL. V.I.F. (1-4/A-10.1)

4. NEW EXTERIOR WEATHER PROOF ANODIZEDALUMINUM MESSAGE BOARD. (PREFAB UNIT)

5. "ART BOARDS" POSSIBLE LOCATIONS. (NOT IN CONTRACT)

EXTERIOR COLORS & MATERIALS

A EXISTING CONCRETE SHAKE ROOF TILE COLOR: VERIFY IN FIELD

B NEW EAGLE CONCRETE ROOF TILES TO MATCH EXISTING COLOR: VERIFY IN FIELD

C EXISTING STUCCO FINISH COLOR: VERIFY IN FIELD

D NEW STUCCO FINISH TEXTURE: MATCH EXISTING COLOR: MATCH EXISTING

E NEW STUCCO FINISH TYPE: ACRYLIC FINISH TEXTURE: FINE COLOR: INTEGRAL TO MATCH DUNN EDWARDS COLOR DE6143 "ALMOND LATTE" LRV 51

F NEW STUCCO FINISH TYPE: ACRYLIC FINISH TEXTURE: FINE COLOR: INTEGRAL TO MATCH DUNN EDWARDS COLOR DE5188 "RUDDY OAK" LRV 17

G CONCRETE WALL BASE TEXTURE: SMOOTH FINISH COLOR: TO MATCH DAVIS COLORS COLOR: "ADOBE" 61078 H FIBER CEMENT BOARD 12"x 5/16"x 12'-0" TEXTURE: SMOOTH FINISH COLOR: TO MATCH DUNN EDWARDS COLOR DE6177 "THATCHED ROOF" LRV 70

GENERAL NOTES

A. VERIFY DIMENSION IN FIELD.

B. SEE CIVIL, STRUCTURAL, MEP PLANS FORMORE INFORMATION.

C. PAINT SURFACES PER MANUFACTURER'SRECOMMENDATIONS.

D. PAINT FLASHING, SCUPPERS, DOWNSPOUTSTO MATCH WALL COLOR.

E. PROVIDE EXPANSION JOINT WHERE REQUIREDAND NOT SHOWN ON THE PLAN.

9A-1.2

E EF

E

GG

H

E E4 4 5 5 5

1

1

1

1

1

124

0'-0"

2'-0"

6'-0"

10'-0"

20'-0"

28'-0"

0'-0"

2'-0"

10'-0"

20'-0"

14'-0"

8'-1"

C

A B

CCDE

E

E C

F

F

D

3

3

1

1

1

1

1

F

124

V.I

.F.

0'-0"

14'-0"

22'-0"

28'-0"

EXISTINGNEW

7'-0"

1 1 1 1 1 11 3

3

A

B

B

C CDD

F

E

F F

E G

H

F

28'-0"

20'-0"

10'-0"

2'-0"

28'-0"

22'-0"

14'-0"

10'-0"

8'-0"V.I.F.

0'-0"

MIN

. T

YP.

EXISTINGNEW

8'-1"

1

23

3

A B B

C C CC D F E F

F

E G F4 4 4

1 1 1 1 1 1 1

1

1

1 1 1

1

0'-0"

10'-0"

2'-0"

20'-0"

28'-0"

25'-0"

V.I

.F.

EXISTING NEW

SCALE: 1/8" = 1'-0"1EAST ELEVATION

SCALE: 1/8" = 1'-0"3WEST ELEVATION

SCALE: 1/8" = 1'-0"2NORTH ELEVATION

SCALE: 1/8" = 1'-0"4SOUTH ELEVATION

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

SECTIONS

2010.03

FF CSULA CDS

10102012.pln

A-6.0

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


2

7A-10.0

8A-10.0

9A-10.0

11A-10.0

10A-10.0

12A-10.0

11A-10.0

17A-10.0

17A-10.0

#DrgID#LayID

12'-0"

10'-0"

124

121/2

9A-10.0

11A-10.0

10A-10.0

12A-10.0

11A-10.0

17A-10.0

8A-10.1

18A-10.1

1A-10.2

9'-0"

3'-0"

12'-0"

10'-0"

10'-0"

6'-0"

14'-0"

TYP.

42"

MIN

.

16A-10.0

13A-10.0

12A-10.0

10A-10.0

17A-10.0

10'-0"

10'-0"

2'-0"

9'-0"

13A-10.0

17A-10.0

17A-10.0

8'-1"

4'-8"

10'-0"

V.I

.F.

V.I

.F.

13A-10.0

16A-10.0

9A-10.0

9A-10.0

11A-10.0

11A-10.0

17A-10.0

9'-0"

10'-0"

15A-10.0

17A-10.0

15A-10.0

6A-10.1

17A-10.1

7A-10.1

12'-0"

10'-0"

TYP.

SCALE: 1/8" = 1'-0"1SECTION A

SCALE: 1/8" = 1'-0"2SECTION B

SCALE: 1/8" = 1'-0"3SECTION C

SCALE: 1/8" = 1'-0"4SECTION D

SCALE: 1/8" = 1'-0"5SECTION E

SCALE: 1/8" = 1'-0"6SECTION F

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

INTERIOR

FINISHES

2010.03

FF CSULA CDS

10102012.pln

A-8.0

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


2

2

2

(3) FULL TILES (3) FULL TILES

1

22

5

5

5

67TYP.

TYP.

3 3 3 3

4

4

4

44

44

44

4

F-1

F-2

F-3

F-4

F-3F-3

F-3

F-3

F-3

F-3

F-4

F-4

F-4

F-4

F-1 F-1F-1

F-1

F-1 F-1

F-1

F-1

F-1

F-1

F-1

F-1 F-1

F-2F-2

F-2

F-2 F-2F-2

F-2

F-2 F-2

F-2

F-2

F-2

F-2

F-4

F-2

T-1 T-1

T-2T-2

F-2

F-5

F-5

F-5

F-5

F-5

F-5

FLOOR FINISH NOTES:

A. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF DOORWAY.

B. FLOAT ALL AREAS WHERE FLOOR IS NOT LEVEL PRIOR TO INSTALLATION.

C. FLOOR COVERING IN CLOSETS/STORAGE SHALL BE THE SAME AS THAT OF THE SPACE ONTO WHICH THE CLOSET/STORAGE DOOR OPENS, U.O.N.

D. FLOOR FINISH TRANSITION TO OCCUR AT CENTERLINE OF DOOR OR CASED OPENING, U.O.N.

E. ALL KITCHEN FLOOR TO BE QUARRY TILE WITHQUARRY WALL BASE.

F. PROVIDE AND INSTALL ALL TILE FLOORING IN ACCORDANCE WITH MANUF. INSTRUCTIONS AND TCA GUIDE MANUAL.

G. CONTRACTOR TO SUBMIT SAMPLES FOR ARCHITECT'S REVIEW OF ALL FINISH MATERIALS. PLACE FULL ORDERS ONLY UPON RECEIPT OF ARCHITECT'S WRITTEN APPROVAL OF SUBMITTED SAMPLES. ALLOW TIME FOR SUBMITTAL REVIEW AND RESUBMITTALS AS REQUIRED.

FLOOR FINISH LEGEND:

FLOORING:

F-1 LINOLEUM SHEET GOODS (TAN) MFR: ARMSTRONG FLOORING PRODUCT: MARMORETTE WITH NATURECOTE

OR APPROVED EQUAL COLOR: LP546 BAREFOOT WELD ROD: W1271 IN THE PARK TAN PER MFR. SPECIFICATIONS CONTACT: HEATHER VARI 562-619-7831

F-2 LINOLEUM SHEET GOODS (CREAM) MFR: ARMSTRONG FLOORING PRODUCT: MARMORETTE WITH NATURECOTE

OR APPROVED EQUAL COLOR: LP040 CREAM WELD ROD: W1270 TOASTED ALMOND PER MFR. SPECIFICATIONS CONTACT: HEATHER VARI 562-619-7831

F-3 LINOLEUM SHEET GOODS (RED) MFR: ARMSTRONG FLOORING PRODUCT: MARMORETTE WITH NATURECOTE

OR APPROVED EQUAL COLOR: LP511 BRICK HOUSE WELD ROD: W1242 TUDOR RED PER MFR. SPECIFICATIONS CONTACT: HEATHER VARI 562-619-7831

F-4 LINOLEUM SHEET GOODS (BLACK) MFR: ARMSTRONG FLOORING PRODUCT: MARMORETTE WITH NATURECOTE

OR APPROVED EQUAL COLOR: LP096 OBSIDIAN WELD ROD: W1796 BLACK GLASS PER MFR. SPECIFICATIONS CONTACT: HEATHER VARI 562-619-7831

F-5 POURED FLOORING AT KITCHEN MFR: FLOROCK OR APPROVED EQUAL PRODUCT: FLOROCRETE SLX, 3/16" SELF-

LEVELING SLURRY APPLIED URETHANEMORTAR

TOP COAT: FLOROWEAR 7100 COLOR: SAND BEIGE BASE: 6" INTEGRAL COVE BASE. NOTES: PREPARE FLOORING SURFACE AND

INSTALL FLOORING AND INTEGRAL BASE PERMFR. SPECIFICATIONS.

CONTACT: KEVIN CROTTY 559-300-5347 T-1 FLOOR TILE AT RESTROOMS - FIELD MFR: DAL TILE OR APPROVED EQUAL PATTERN: VIBE COLORBODY PORCELAIN COLOR: TECHNO BEIGE V150, UNPOLISHED SIZE: 12" X 24" w/COVE EDGE (19/A-10.1) T-2 FLOOR TILE AT RESTROOMS - ACCENT MFR: DAL TILE OR APPROVED EQUAL PATTERN: VIBE COLORBODY PORCELAIN COLOR: TECHNO BRONZE V153,

UNPOLISHED SIZE: 12" X 24" w/COVE EDGE (19/A-10.1) NOTES: ALIGN ACCENT TILE ON WALL AND

FLOOR.

WALL BASE:

F-B1 WALL BASE THROUGH OUT U.O.N. STRAIGHT RUBBER WALL BASE MFR: JOHNSONITE OR APPROVED EQUAL SIZE: 4" HIGH PRODUCT: DC-XX COLOR: 66 EITHER ORE

WALL FINISH KEYNOTES

FLOOR FINISH KEYNOTES

1. FLOOR TRANSITION, FROM RESILIENT SHEET TO EPOXY FLOORING (20-A/A-10.1).

2. FLOOR TRANSITION, FROM TILE TO RESILIENT SHEET (20-B/A-10.1).

3. GALVANIZED CURB (SEE KITCHEN PLANS)

4. CONCRETE CURB (SEE KITCHEN PLANS)

5. FLOOR DEPRESSION (SEE KITCHEN PLANS)

6. SLOPE TO FLOOR DRAIN (SEE KITCHEN AND PLUMBINGPLANS FOR ADDITIONAL INFORMATION)

7. FLOOR SINK (SEE KITCHEN AND PLUMBING PLANS FORADDITIONAL INFORMATION)

SCALE: 1/8" = 1'-0"1FLOOR FINISH PLAN

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

INTERIOR

FINISHES

2010.03

FF CSULA CDS

10102012.pln

A-8.1

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


2

2

2

2

2

2

2

2

2

2A-8.1

3A-8.1

1 1 1 1 11

1

1

1

1

1

1111

1

1

2 2

2

LAM-2

P-1

P-2

P-3

P-2

P-2

LAM-1

P-2

LAM-1

LAM

-1P-2

LAM-2 LAM-2 LAM-2

LAM

-1P-2

LAM-1

P-2

P-3

LAM-1

P-2

LAM-2

LAM

-2

LAM

-2

P-2

P-2

P-2

WT-1

WT-2

LAM

-1P-2

P-3

WT-1

WT-2

SS-1 SS-1

ST

P-1

WT-3

SS-2

SS-2 SS-2

SS-2

SS-2

FRP-1

ST

P-1

WT-3

WT

-3

FRP-1

FRP-1

FRP-1

P-2

P-2

WALL FINISH NOTES:

A. PAINT ALL EXPOSED GYPSUM BOARD. VERIFY COLOR IF NOTSHOWN ON THE PLANS.

B. GYPSUM BOARD CEILING AND SOFFIT FACIAS TO BE PAINTEDP-5 WHITE COLOR, FLAT FINISH, U.O.N.

C. PREPARE AND PRESENT PAINT SAMPLE AREAS ON ACTUALPAINT LOCATIONS FOR COLORS REVIEW.

D. SEE KITCHEN PLANS FOR COUNTER MATERIAL LOCATIONS, AND COUNTER AND BACKSPLASH SIZES.

E. CONTRACTOR TO SUBMIT SAMPLES FOR ARCHITECT'S REVIEW OF ALL FINISH MATERIALS. PLACE FULL ORDERS ONLY UPON RECEIPT OF ARCHITECT'S WRITTEN APPROVAL OF SUBMITTED SAMPLES. ALLOW TIME FOR SUBMITTAL REVIEW AND RESUBMITTALS AS REQUIRED.

WALL FINISH LEGEND:PAINT:

P-1 PAINT THROUGHOUT, U.O.N. DUNN EDWARDS OR APPROVED EQUAL DE6177 "THATCHED ROOF" LRV 70 EGGSHELL FINISH, U.O.N.

P-2 PAINT ACCENT DUNN EDWARDS OR APPROVED EQUAL DE6143 "ALMOND LATTE" LRV 51 EGGSHELL FINISH, U.O.N.

P-3 PAINT ACCENT DUNN EDWARDS OR APPROVED EQUAL DE5188 "RUDDY OAK" LRV 17 EGGSHELL FINISH

P-4 PAINT ON CHAIR RAIL FRAZEE PAINT OR APPROVED EQUAL CL2647N "FUDGE" SEMI-GLOSS FINISH

P-5 PAINT CEILING AND SOFFIT U.O.N DUNN EDWARDS OR APPROVED EQUAL DEW380 "WHITE" LRV 93 FLAT FINISH

WALL TILE: WT-1 WALL TILE AT RESTROOMS - FIELD MFR: DAL TILE OR APPROVED EQUAL PATTERN: VIBE COLORBODY PORCELAIN COLOR: TECHNO BEIGE V150, POLISHED SIZE: 12" X 24" NOTES: FULL HEIGHT WALL TILE. REFER TO

FLOOR FINISH PLAN AND WALL ELEVATIONS(2/A-8.1 AND 3/A -8.1).

CONTACT: ZOE RAHIMI 323-819-9969

WT-2 WALL TILE AT RESTROOMS - ACCENT MFR: DAL TILE OR APPROVED EQUAL PATTERN: VIBE COLORBODY PORCELAIN COLOR: TECHNO BRONZE V153, POLISHED SIZE: 12" X 24" NOTES: ALIGN ACCENT TILE ON WALL &

FLOOR. REFER TO ELEVATIONS, (2/A-8.1 AND3/A-8.1).

WT-3 WALL TILE AT KITCHEN MFR: DAL TILE OR APPROVED EQUAL PATTERN: MODERN DIMENSIONS COLOR: MATTE BISCUIT, K775 SIZE: 4 1/4" X 12 3/4" NOTES: FULL WALL HEIGHT, STACKED

PATTERN.

MILLWORK & MISC.LAM-1 PLASTIC LAMINATE, WAINSCOT (17/A-10.1) MFR: WILSONART OR APPROVED EQUAL COLOR: 4794-60 WINDSWEPT BRONZE

LAM-2 PLASTIC LAMINATE, VERTICAL SURFACE MFR: FORMICA OR APPROVED EQUAL COLOR: EBONY 9012-NT

SS-1 SOLID SURFACE MFR: CAESARSTONE OR APPROVED EQUAL COLOR: 2200 DESERT LIMESTONE CONTACT: ROXANNE BENNETT 818-394-6000

SS-2 SOLID SURFACE MFR: CAESARSTONE OR APPROVED EQUAL COLOR: 4350 LAGOS BLUE FRP-1 FIBERGLASS REINFORCED PANEL VERTICAL SURFACE THROUGHOUT KITCHEN

U.N.O. MFR: MARLITE FRP OR APPROVED EQUAL COLOR: S100 S/2/S WHITE

STP-1 STAINLESS STEEL PANEL VERTICAL SURFACE AT KITCHEN MFR: RIGIDIZED METALS OR APPROVED

EQUAL 16 GA. STAINLESS STEEL 316 FINISH: #4 SATIN

WALL FINISH KEYNOTES

1. WINDOW SHADES. G.C. TO PROVIDE MANUALLY OPERATED, DUAL, SOLAR & ROOM DARKENING SHADES. WINDOW FRAME RECESSED, ENCLOSURE FOR ROLLER TO MATCH ADJACENT FINISH. PROVIDE SHOP DRAWINGS AND SUBMITTAL SAMPLES FOR ARCHITECT'S REVIEW & APPROVAL. ITEM: SOLAR SHADE MFR: LUTRON, CLASSICO COLLECTION TYPE: SHEERSHADE BASKETWEAVE 90 PATTERN, COLOR: SP13-90-5, OYSTER/BEIGE OPENNESS FACTOR: 5%

ITEM: ROOM DARKENING ROLLER SHADE MFR: LUTRON, CLASSICO COLLECTION TYPE: BLACKOUT FABRIC STANDARD PATTERN, COLOR: BN-904-0, OYSTER OPENNESS FACTOR: 0%, DUAL SIDED FABRIC

2. SEMI-GLOSS PAINT AT THIS LOCATION.

ADDITIONAL INFORMATION)

WT-1 FIELD TILE

WT-2 ACCENT TILE(NORTH WALL ONLY),ALIGN WITH FLOORACCENT TILE

FINISHED CEILING

COVE DETAIL 19/A-10.1

FINISHED FLOOR

NOTE:

REFER TO SHEET G-2 FOR

LOCATIONS OF DISPENSERS,

GRAB BARS AND FIXTURES.

WT-1 FIELD TILE

WT-2 ACCENT TILE(NORTH WALL ONLY),ALIGN WITH FLOORACCENT TILE

FINISHED CEILING

COVE DETAIL 19/A-10.1

FINISHED FLOOR

NOTE:

REFER TO SHEET G-2 FOR

LOCATIONS OF DISPENSERS,

GRAB BARS AND FIXTURES.

SCALE: 1/8" = 1'-0"1WALL FINISH PLAN

SCALE: 1/4" = 1'-0"2MEN'S ROOM - NORTH WALL ELEVATION

SCALE: 1/4" = 1'-0"3WOMEN'S ROOM - NORTH WALL ELEVATION

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

DOOR/WINDOW

SCHEDULE

2010.03

FF CSULA CDS

10102012.pln

A-9.0

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013


BID SET 2-14-2013


2

1

1

WINDOWS/DOORS KEYNOTES

1. NEW EXTERIOR WEATHER PROOF ANODIZEDALUMINUM MESSAGE BOARD WITH RUBBER-TACK PANELS WITH SINGLE DOOR WITH ALOCK. (PREFAB UNITS)

2. STAINLESS STEEL KICK PLATE ON BOTH SIDESOF DOOR.

GENERAL NOTES

A. INTERIOR DOOR 7 AND INTERIOR WINDOWS FARE TO BE TGP 60 MINS. FIRE FRAMES HEATBARRIER SERIES AND 60 MIN. PILKINGTONPYROSTOP GLASS. COMPLIES WITH UL 263.FOLLOW MFR. RECOMMENDATIONS.

B. DOOR HARDWARE TO FOLLOW CSULA DOORHARDWARE STANDARD, DATED 10-11-2012.

CONTACT UNIVERSITY LOCKSMITH PAULBUTLER FOR SPECIFIC HARDWAREREQUIREMENTS.

C. VERIFY DIMENSIONS IN FIELD OF ALL DOORSAND WINDOWS PRIOR TO FABRICATION ANDINSTALLATION.

D. VERIFY WITH MANUFACTURER ON DETAILS FORINSTALLATION.

E. ALL GLAZING TO BE TEMPERED. U.N.O.

F. THE FLOOR LANDING SHALL BE NOT MORE THAN1/2" LOWER THAN THE THRESHOLD OFDOORWAY.

G. SEE ACCESSIBILITY SHEET FOR ACCESSIBLEREQUIREMENTS.

H. EXIT DOORS SHALL BE OPENABLE FROM THEINSIDE WITHOUT THE USE OF A KEY, TOOL, ORANY SPECIAL KNOWLEDGE OR EFFORT.

I. PROVIDE A SIGN ON THE ENTRY DOOR FRAMES,

"THIS DOOR TO REMAIN UNLOCKED DURINGBUSINESS HOURS."

2'-0"

8'-0"

10'-0"

6'-0"

6'-0"

2'-0"

2'-0"

8'-0"

10

" 2'-0"

6'-0"

10'-0"

10

" 2'-0"

8'-0"

10

"

2'-0"

8'-0"

4'-0"

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

3'-0"

3'-0"

10

"

3'-0"

10

"

3'-0"

10

"

3'-0"

3'-0"

3'-0"

3'-0"

3'-6"

4'-6"

2'-10"

6'-2"

9'-0"

1

2 2 2

DOOR DECAL

A B C D E F FE

3

2 1 7

4 5

68

9 10

4-C

A-9.0

4-D

A-9.0

4-B

A-9.0

4-B

A-9.0

4-A

A-9.0

5-B

A-9.0

5-C

A-9.0

5-E

A-9.0

5-A

A-9.0

5-D

A-9.0

4-E

A-9.0

4

A-9.0

4

A-9.0

4-C

A-9.0

4

A-9.0

5

A-9.0

2

A-9.0

2

A-9.0

2

A-9.0

2

A-9.0

2

A-9.0

2

A-9.0

6-C

A-9.0

6-D

A-9.0

6-D

A-9.0

6-F

A-9.0

6-G

A-9.0

6-A

A-9.0

6-B

A-9.0

6-E

A-9.0

3

A-9.0

3

A-9.0

3

A-9.0

3

A-9.0

3

A-9.0

3

A-9.0

3

A-9.0

3

A-9.0

3

A-9.0ELECTRICAL

ROOM

11 12

T

T T

T T

T T

T

T T

T

T

T

T

T

T T

T

T T

T

T

T T

T

T

T T

T

T T

T

T

T

5

A-10.2

6

A-10.2

DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE

DOOR ROOM NAME

DOOR 1 2 3 4 5 66 7 PANIC HARDW

HDWARE REMARKS

DOOR NO.

ROOM NAME DOOR SIZEDOOR SIZETYPE RATING MAT FIN GLASS

FRAMEFRAMEFRAME

PANIC HARDW

ARE

HDWARE SET

REMARKSNO.

WIDTH X HEIGHT THKTYPE RATING MAT FIN GLASS

MAT FINFIN ARESET

1ENTRY/DINING

AREA6'-0" X 8'-0" 1 3/4" AL AN T AL ANAN X a PROVIDE WEATHER SEAL

2ENTRY/DINING

AREA6'-0" X 8'-0" 1 3/4" AL AN T AL ANAN X a PROVIDE WEATHER SEAL

3ELECTRICAL

ROOM3'-0" X 7'-0" 1 3/4" HM PT HM PT b NO CLOSER

4 OFFICE 3'-0" X 7'-0" 1 3/4" SC WD AL ANAN c

5 RESTROOM 3'-0" X 7'-0" 1 3/4" SC WD AL ANAN c INTERIOR LOCK DURING USE

6 RESTROOM 3'-0" X 7'-0" 1 3/4" SC WD AL ANAN c INTERIOR LOCK DURING USE

7 DINING AREA 6'-0" X 8'-0" 1 3/4" 60 MIN AL AN AL ANAN X d SEE GENERAL NOTE A

8 KITCHEN ENTRY 3'-0" X 7'-0" 1 3/4" SC WD AL ANAN c

9KITCHEN STORAGE

3'-0" X 7'-0" 1 3/4" SC WD AL ANAN c

10 KITCHEN EXIT 3'-6" X 7'-0" 1 3/4" HM PT HM PT X b PROVIDE WEATHER SEAL

11KITCHEN

COUNTER OPENING

VIF 11'-6" X 6'-2" AL AN AL ANAN

MANUALLY OPERATED KITCHEN COUNTER ROLL-UP DOOR WITH LOCK, CHAIN HOIST, 22 GAUGE STEEL SLATS. HOOD ENCLOSURE TO BE RECESSED IN SOFFIT. MFR: BEST ROLL-UP DOOR. INC. OR APPROVED EQUAL.

12KITCHEN

COUNTER OPENING

VIF 11'-7" X 6'-2" AL AN AL ANAN SEE DOOR #11 ABOVE.

HARDWARE

SET

TYPE

LOCKSET: SECURITY LOCK, VERIFY W/CSULA

aHINGES OFFSET PIVOT

aPULL STANDARD PULLCLOSER REGULAR ARMDOOR STOP FLOOR STOP- DOMETYPE


bHINGES BUTT HINGES (4)

bPULL REGULAR LEVERCLOSER REGULAR ARM- U.N.O.DOOR STOP FLOOR STOP- DOMETYPE


cHINGES BUTT HINGES (4)

cPULL LEVER - RHODESCLOSER REGULAR ARMDOOR STOP FLOOR STOP- DOMETYPE

LOCKSET: VERIFY WITH CSULA

dHINGES OFFSET PIVOT

dPULL STANDARD PULLCLOSER REGULAR ARMDOOR STOP FLOOR STOP- DOME

2"

4 1/2"

2"

2"

4 1

/2"

2"

4 1/2"

2"

4 1

/2"

SEALANT W/BACKER ROD

FLASHING W/DRIP

EXTERIOR WALLASSEMBLY

1" INSULATED GLASSUNIT CLEAR TYP.


SEALANT


SEALANTCONTINUOUS



CONCRETESLAB

METAL EDGEPAINTED

OU

TS

IDE

INS

IDE

OUTSIDE

INSIDE

NOTES:1. VERIFY LOCATION IN FIELD.

C- TOP RAIL

B- HORIZONTAL

MULLION

A- BOTTOM RAIL

E- VERTICAL

MULLIOND- JAMB

10

1/4

"

2"

2"

1 1

/4"

4 1/2"

5"

1/2

"

2"

4 1

/2"

2 3

/4"

2 3/4" 2 3/4"

1" INSULATED GLASSUNIT CLEAR TYP.

SEALANT


CONCRETESLAB

RAIL WEATHERING

METAL EDGEPAINTED

THRESHOLD SETON SEALANT

INS

IDE

OU

TS

IDE

NOTES:1. PROVIDE WEATHERING RAILSON ALL DOORS.

E- JAMB

C- TOP RAIL

B- MEETING

STILES

A- BOTTOM RAIL

D- JAMB

MA

X.

2"

5/8

"1

/2"

FRAME ANCHOR

HOLLOW METALDOOR FRAME

22 GA. FLAV. STEELFLASHING AT HEAD(SEALANT W/BACKERROD AT JAMB)

DOOR JAMBBEYOND

DOOR - SEESCHEDULE

EXTERIOR WALLASSEMBLY

SEALANT

EXPANSION JOINTWHERE OCCURS

THRESHOLD SET INSEALANT

DOOR JAMBBEYOND

WEATHER STRIP

DO

OR

DIM

.

HEAD/JAMB

INT.

INT.

MA

X.

THRESHOLD

1"

1 1

/2"

4"

1/2

"

THRESHOLD SET INSEALANT

DOOR JAMBBEYOND

WEATHERSTRIP

SEALANT IN/OUT

FLOOR FINISHES

INT.

MA

X.

THRESHOLD

HEAD/JAMB

HOLLOW ALUMINUMDOOR FRAME

DOOR - SEE SCHEDULE

HEADERSEE STRUCTURAL PLANS

1 3/4"

5 5

/8"

2"

1 3/4"

1/2

"1

0"

5/8"

5 5/8"5 5/8"

5/8"

5/8

"

1/4"

1/4"

2"

2"

2"

2"

4 3/4"

1 3

/4"

45 MINUTERATED TYP.

45 MINUTERATED TYP.

SEE REFLECTEDCEILING PLAN

SEALANT AND RODPER GLASS FRAMINGRECOMMENDATIONSTYP.

CLOSER PERDOOR SCHEDULE

PANIC HARDWAREPER DOOR SCHEDULE

SEALANT AND RODPER GLASS FRAMINGRECOMMENDATIONSTYP.

NOTES:

1. FRAMING AND GLAZING OFDOORS AND WINDOWS TO BE

45 MIN. FIRE RATED.

2. FRAMING TO BE PAINTED.

D- JAMB/TOP RAIL

C- TOP RAIL

B- MEETING

STILES

A- BOTTOM RAIL

E- JAMB

F- HORIZONTAL

MULLION

G- BOTTOM RAIL

DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE

DOOR ROOM NAME

1 3 6 IC HARDW

HDWARE NO.

DOOR SIZETYPE RATING MAT FIN GLASS

FRAMEFRAME

AREWIDTH X HEIGHT THK MAT FIN

1. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE. CBC 1008.1.8

2. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE A MIN. 34" TO MAX 48" HEIGHT ABOVE THE FLOOR. CBC 1008.1.8.2

3. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED ON DOORS REQUIRED FOR EGRESS. CBC 1008.1.8.44. PROVIDE A SIGN OVER MAIN ENTRY DOOR WITH 1" HIGH LETTERS WITH A CONTRASTING BACKGROUND THAT READS, "THESE DOORS TO REMAIN

UNLOCKED DURING BUSINESS HOURS.'5. EGRESS DOORS TO SWING IN TRAVEL DIRECTION CBC 1008.1.26. ALL DOORWAYS TO CORRIDORS SHALL BE PROTECTED BY A TIGHT FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES HAVING A FIRE

PROTECTION RATING OF NOT LESS THAN 20 MIN. DOORS SHALL BE MAINTAINED SELF-CLOSING OR SHALL BE AUTOMATIC CLOSING IN ACCORDANCE WITH SECTION CBC 713.2. DOOR ASSEMBLIES SHALL BE PROVIDED WITH A GASKET INSTALLED SO AS TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP, CBC 1004.3.4.3.2.1.

7. FIRE DOORS AND FIRE-PROTECTION RATED GLAZING SHALL BEAR LABELS AS REQUIRED BY CBC 715.4.6 AND 715.4.7.3.8. FIRE DOOR SHALL BE AUTOMATIC CLOSING (CBC 715.4.8.2). SMOKE-ACTIVATED DOOR REQUIRED (CBC 715.4.8.3)9. POWER OPERATED DOORS SHALL BE CAPABLE OF BEING MANUALLY OPEND TO PERMIT EXIT TRAVEL IN THE EVENT OF A POWER FAILURE (CBC

1008.1.4.2).

URITY LOCK, VERIFY W/CSULA



DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE

DOOR ROOM NAME

1 3 6 IC HARDW

HDWARE NO.

DOOR SIZETYPE RATING MAT FIN GLASS

FRAMEFRAME

AREWIDTH X HEIGHT THK MAT FIN

3 DOOR MATERIAL 4 DOOR FINISH 5 DOOR GLASS 6 FRAME MATERIAL 7 FRAME FINISH

AL ALUMINUM WD WOOD T 1/4” CLEAR TEMPERED AL ALUMINUM AN ANODIZED

HC HOLLOW CORE PL PLASTIC LAMINATE DITDOUBLE INSULATED TEMPERED

MTL METAL - GALVANIZED BE BAKED ENAMEL

HM HOLLOW METAL HB HARDBOARD CW CLEAR WIRE WD WOOD PT PAINTED

SC SOLID CORE PT PAINTED CF CERAMIC/FIRE LITE HM HOLLOW METAL ST STAINED

STL STEEL BE BAKED ENAMEL SS STAINLESS STEEL SS STAINLESS STEEL

FG FIBERGLASS SS STAINLESS STEEL

VNL VINYL

SS STAINLESS STEEL

SCALE: 1/4" = 1'-0"1DOOR/WINDOWS

SCALE: 3" = 1'-0"4GLASS WINDOW DETAILS

SCALE: 3" = 1'-0"5GLASS DOORS DETAILS

SCALE: 1 1/2"= 1'-0"2TYP. EXTERIOR HM DOOR

SCALE: 1 1/2"= 1'-0"3TYP. INTERIOR DOOR

SCALE: 3" = 1'-0"6GLASS INTERIOR FRAME 45 MIN. RATED

16"

16"

2

1

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

DETAILS

2010.03

FF CSULA CDS

10102012.pln

A-10.0

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013

BID SET 2-14-2013



5/8" TYPE 'X' GYPSUMWALL BOARD

2 x 6 WOOD STUDS @ 16" O.C.U.N.O.

R-19 BATT INSULATION U.N.O.

PLYWOOD SHEAR PANELWHERE REQUIRED

7/8" STUCCO O/ METAL LATHO/ BUILDING PAPER

NOTES:1. SEE STRUCTURAL PLANS FOR

SHEAR PANELS LOCATIONS

5/8" GYPSUM WALL BOARDEA. SIDE

2 x 4 WOOD STUDS @ 16" O.C.2 X 6 AROUND BATHROOM WALLS

NOTES:1. PROVIDE MOISTURE RESISTANT

GYPSUM BOARD IN ALLBATHROOM WALLS AND KITCHENWALLS.

5/8" SHEETROCK BRAND FIRECODECORE GYSUM PANELS ORFIBEROCK BRAND PANELSEACH SIDE. FROM FLOOR TO ROOFSHEATHING.

2 x 4 WOOD STUDS @ 16" O.C.

NOTES:1. ALL GYPSUM BOARD SHEETS ARE TO RUN VERTICALLY.2. NO JOINTS EXCEPT AT STUDS.3. JOINTS FINISHED4. 1-HR CONSTRUCTION UL DES

U305

AS

RE

Q.

2 1

/2"

4"

4"

AS

RE

Q.

SINGLE-PLY ROOFING SYSTEM

GALV. SHEET METAL CAP FLASHING

PLATFORM FRAM'G PERSTRUCTURAL DRAW'GS

CANT

GALV. METAL FLASHING

CANT

GALV. METAL FLASHING

NOTE: ALL FLASHING TO BE INSTALL PER SINGLE-PLYROOFING SYSTEM. VERIFY WITH MANUFACTURER.

GAFGLAS CLASS "A" BUILT UP ROOFING SYSTEMICC ESR - 1274

PLYWOOD ROOF SHEATHINGPER STRUCTURAL PLANS

ROOF RAFTERS PER STRUCTURALPLANS

CEILING MATERIALSEE REFLECTED CEILING PLAN

R-30 BATT INSULATION U.N.O.

3"

PRESSURETREATEDSILL PLATE

2" THICK CONCRETECAP, SEAL

SITE PAVING

SEALANT

WATER PROOFINGMEMBRANE

CEMENT PLASTERPARGING

SEALANT

CONCRETEFOUNDATION

SEE STRUCTURALPLANS

SEALANT

J-METALPAINTED

SEALANT

NOTE:

1. PROVIDE CEMENT PLASTER PARGING ON ALL EXPOSED CONCRETE

CURB AT WINDOW BASES.

SLOPE

3"

3"

1"

EXTERIOR WALL ASSEMBLY

PRESSURE TREATED SILL PLATE

GALV. METAL WEEP SCREED

FOUNDATION

SEALANT

CONCRETE SLAB 1/4":12AWAY FROM BUILDING

6" GALV. METAL FLASHINGSTRIP CONTINEOUS

3"

PRESSURETREATEDSILL PLATE

2" THICK CONCRETECAP, SEAL

SITE PAVING

BUILDING PAPER

CEMENT PLASTERPARGING

SEALANT

CONCRETEFOUNDATIONSEE STRUCTURALPLANS

SEALANT

GALV. METALWEEP SCREED

SLOPE

SLOPE

NOTE:

1. PROVIDE CEMENT PLASTER PARGING ON ALL EXPOSED CONCRETE

CURB AT WINDOW BASES.

2"

2"

V.I.F.

V.I.F.


22 GA. GALV. SHEET METALCOPING INSTALL W/CLEATS AT 24" O.C.PAINT TO MATCH WALL

2x STUCCO STOP



2x STUCCO STOP

SINGLE WALL

DOUBLE WALL

6"

6"

EXTERIOR TYP.STUCCO WALL ASSEMBLY

PLASTER SCREED

FLASHING/ COUNTER FLASHING

PLYWOOD BACKERBOARD

GALV. SHEET METAL FLASHING

3" CANT

ROOFING

PLYWOOD ROOFING SHEATHING

EXTEND ROOFING UNDERLAYMENT UNDERFLASHING AND UP WALL

PLYWOOD SHEAR PANEL WHERE SHOWNON STRUCTUAL DRAWINGS

2"

V.I.F.

6"

4"

3"


2x STUCCO STOPBOTH SIDES

EXTERIOR TYP.STUCCO WALLASSEMBLY

ROOF TILE

UNDERLAYMENTCONTINUOUS

PLYWOODSHEATHING

22 GA. GALV. SHEETMETAL FLASHING AND

COUNTER FLASHING

PLYWOOD SHEAR PANELWHERE SHOWNON STRUCTURAL PLANS

SEE STRUCTURALPLANS

BATT INSULATION PERMECHANICAL PLANS

NOTE:

VERIFY ROOF INSTALLATION WITH

ROOF TILE MANUFACTURER.

6"

5"

6"

6"

3"

4"

22 GA. GALV. SHEETMETAL FLASHING. PAINTED

GALV. SHEET METALRISER. PAINTED

CONTINUOUSBUILDING PAPER

SEE STRUCTURALPLANS

22 GA. GALV. SHEET METALCOPING INSTALL W/CLEATS AT 24" O.C.

PAINT TO MATCH WALL

CONTINUOUS 1/4" GALV.METAL SCREEN


GALV. METAL GUTTER

MIN.

NOTE:

1. VERIFY ROOF INSTALLATION WITH


2. GUTTERS AND ALL GUTTER ACCESSORIES

TO BE GALVANIZED METAL. PAINTED.

3. PROVIDE SEALANT AS REQUIRED.

6"

4"

22 GA. GALV. SHEET METALPAINT TO MATCH WALL

2x STUCCO STOPBOTH SIDES

PLYWOOD SHEAR PANELWHERE SHOWNON STRUCTURAL PLANS

EXTERIOR TYP.STUCCO WALLASSEMBLY

ROOF TILE

ANCHOR BLOCK PERTILE MANUFACTURER

BULDING PAPER OVERPLYWOOD SHEATHING

NOTE:



7 1

/2"

7 1

/2"

1'-3"

1'-10"

10" 8" 4"

2"

BLOCKING

OVERFLOW DRAIN

2X SUB PURLIN

ROOF DRAIN GRATE(DRAIN SIZE PERPLUMBING PLAN)

5/8" CDX PLYWOOD

ROOF DRAINTHRU WALL

2x SUB. PURLIN

2x BLOCKING

OVERFLOW OUTLETTHRU WALL

CANT STRIPALL AROUND

SINGLE PLYROOFING SYSTEM

MANUFACTURERDIMENSION MAY VARY)

PL

AN

VIE

WS

EC

TIO

N V

IEW

6"

6"

12"

4"

6"

22 GA. METALFLASHING/ COUNTER

FLASHING

22 GA. METALFLASHING

TREATED BLOCKING

EXTEND ROOFINGUNDERLAYMENT UNDERFLASHING AND UP WALL

ROOF TILE

ROOF RAFTERS PERSTRUCTURAL PLANS


PLYWOOD ROOFSHEATHING PER

STRUCTURAL PLANS

NOTE:



6"6"

ROOF RAFTERS PERSTRUCTURAL PLANS

RIDGE PERSTRUCTURAL PLANS

ROOFINGUNDERLAYMENT

ROOF TILE

ROOF TILE RIDGEMATCH EXISTING

22 GA. METAL FLASHINGWITH SEALER STRIP

BATT INSULATION

NOTE:



1"

3-COAT STUCCO SYSTEMO/ METAL LATH O/ BUILDING PAPER O/EXT. PLYWOOD


ALUMINUM DRIP SCREED

SECTION

6"


STUCCO SYSTEM OVERMETAL LATH

1/4" ZINC EXPANSION JOINT

A


GALV. METAL CORNER BEAD

4"


4" GALV. METAL VENT SCREED TYP.PAINT TO MATCH STUCCO

NOTE:SEE REFLECTED CEILING PLAN

SECTION

SCALE: 1" = 1'-0"1TYP. EXTERIOR WALL

SCALE: 1" = 1'-0"2TYP. INTERIOR WALL

SCALE: 1" = 1'-0"31-HR FIRE BARRIER

SCALE: 1" = 1'-0"5MECHANICAL PLATFORM TYP.

SCALE: 1" = 1'-0"6FLAT ROOF TYP.

SCALE: 1" = 1'-0"7LOW WALL BASE

SCALE: 1" = 1'-0"4WALL/FOUNDATION FLASHING

SCALE: 1" = 1'-0"8LOW WALL BASE 2

SCALE: 1" = 1'-0"9PARAPET CAP TYP.

SCALE: 1" = 1'-0"11FLASHING AT ROOF TYP.

SCALE: 1" = 1'-0"10FLASHING AT ROOF

SCALE: 1" = 1'-0"12BUILT-IN GUTTER

SCALE: 1" = 1'-0"15SLOPED ROOF RAKE

SCALE: 1" = 1'-0"14ROOF DRAIN TYP.

SCALE: 1" = 1'-0"16SLOPED ROOF/WALL FLASHING

SCALE: 1" = 1'-0"13ROOF RIDGE TYP.

SCALE: 1 1/2"= 1'-0"17STUCCO DRIP REVEAL

NOT TO SCALE18

CONTROL JOINTS

SCALE: 1 1/2"= 1'-0"20TYP. STUCCO CORNER BEAD

SCALE: 1 1/2"= 1'-0"19TYP. OVERHANG VENT

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

DETAILS

2010.03

FF CSULA CDS

10102012.pln

A-10.1

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013

BID SET 2-14-2013



2 2

3/8" MIN. CLEARANCEFROM WALL TO CEILING

RIGID VERTICAL STRUT AT 12' O.C. EACH WAY WITH FIRSTPOINT TO BE WITHIN 6" FROM EACH WALL FASTENED TOMAIN RUNNER & STRUCTURE ABOVE.MATERIAL MAY BE STEEL STUD, PIPE, EMT OR EQUAL.

12 GA. BRACING WIRE WITH MIN. 4 TIGHT TURNS IN 1-1/2"AT BOTH ENDS OF WIRE AT EACH VERTICAL STRUCT.

12 GA. VERTICAL WIRE HANGERS AT 2'-0" O.C. EACH WAYWITH MIN. 3 TIGHT TURNS IN 1-1/2" AT BOTH ENDS OF WIRE(TYPICAL).

s

s

ss

s

s

s

4'-0" T

YP.

s

s

2'-0"

2'-0"

CEILING PANELS (TYP.)

45 DEGREES (TYP.)

FOUR (4) PLACES

A. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE

WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636 AND ASCE 7.05, SECTION

13.5.6.2.2 OR PROVIDE SPECIAL INSPECTION PER CBC 1705.3.4

B. SUSPENDED CEILING FRAMING SYSTEMS SHALL BE DESIGNED TO RESIST A LATERAL

FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY

TO THE SYSTEM. FOR PURPOSES OF DETERMINING THE LATERAL FORCE, A MINIMUM

CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT SHALL BE USED.

C. WHERE THE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE

PARTITIONS ARE NOT CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS

RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES

FROM THE PLANE OF THE CEILING, THESE LATERAL SUPPORT POINTS SHALL BE PLACED

12 FEET O.C. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4 FEET FROM EACH

WALL.

D. LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MINIMUM NO. 12 GAUGE

SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE MAIN

RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN

ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE

LATERAL SUPPORT POINTS SHALL BE PLACED 12'-0" O.C. IN EACH DIRECTION WITH THE

FIRST POINT WITHIN 4'-0" FROM EACH WALL.

E. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN

RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO ADJACENT WALLS WITH

CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO

WALLS.

F. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN CHAPTER 45 WITH THE ADDED

REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS RUNNERS AND MAIN RUNNERS

BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH POINTS, AS MAY OCCUR WHERE THE

CEILING IS DISPUTED BY A WALL.

G. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY WIRES TOTHE STRUCTURE ABOVE.

EXCEPTION:

a. RECESSED LIGHTING FIXTURES NOT OVER 56 LBS. IN WEIGHT AND SUSPENDED AND

PENDANT HUNG FIXTURES NOT OVER 20 LBS. IN WEIGHT, MAY BE SUPPORTED AND

ATTACHED DIRECTLY TO THE CEILING SYSTEM RUNNERS BY A POSITIVE ATTACHMENT

SUCH AS SCREWS OR BOLTS.

b. AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 LBS., AND WHICH RECEIVE NO

TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND

SUPPORTED BY THE CEILING RUNNERS.

NOTES:

1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO

AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR

ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT

INDUCED BY THE BRACING WIRES.

2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0" O.C. IN BOTHDIRECTIONS WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL.

3. PERIMETER HANGERS SHALL BE PLACED IN BOTH DIRECTIONS WITHIN 8 INCHES OF

WALL.

4. WHEN DISTANCE BETWEEN STRUCTURAL DECK AND CEILING EXCEEDS 4', THE SPACING

OF VERTICAL HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE ENTIRE LENGTH OF

MEANS OF EGRESS SERVICING OCCUPANT LOAD OF 30 OR MORE AND AT LOBBIES

ACCESSORY TO GROUP A OCCUPANCIES.

5. SEPARATION JOINTS ARE REQUIRED FOR CEILING GREATER THAN 2,500 SF.

6. ALL MAIN BEAMS WITH FIRE EXPANSION RELIEF NOTCHES MUST HAVE HANGER WIRE

PLACED WITHIN 3" OF THE NOTCH, EVEN IF NOT BEING USED IN RATED ASSEMBLY.

7. HEAVY DUTY TYPE T-BAR SHALL BE USED.

8. WIDTH OF PERIMETER CLOSURE ANGLE SHALL BE MINIMUM 2". IN EACH ORTHOGONAL

HORIZONTAL DIRECTION, ONE END OF GRID SHALL BE ATTACHED TO CLOSURE ANGLE.

THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE MIN. 0.75" CLEARNACE

FROM WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE.

9. FOR CEILING AREA EXCEEDING 1,000 SQ.FT., HORIZONTAL RESTRAINT OF CEILING TO

STRUCTURAL SYSTEM SHALL BE PROVIDED.

10. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS,

PENETRATIONS SHALL HAVE 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH CEILING

TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS IS

PERMITTED.

11. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.

8"

UNATTACHED WALL CONDITION

CLG LINE

MAX.

8"

ATTACHED WALL CONDITION

CLG LINE

MAX.

3/4"GAP

POP RIVET

8" MAX.

A. "ATTACHED WALL"POP RIVETS/ ALT. CONNECTION

B. "UNATTACHED WALL"1 1/2" TOTAL TRAVEL

8" MAX.

A. "ATTACHED WALL"

ICC - ESR 1308

APPLIED TO TWOADJACENT WALLS

APPLIED TO TWOADJACENT WALLS

4"3 1/2"

1 3

/8"

SEISMIC JOINT COVER

MOISTURE BARRIER

FLOORING FINISHVERIFY THICKNESS

FILLER

CONCRETE FOUNDATION

STYROFOAM FILLER@ CONCRETE SLAB(1-HR RATED FIREBLANKET)

4"

6"

3"

6"

3"

SEISMIC JOINT COVERAT ROOF

MOISTURE BARRIER

3" CANT

GALVANIZED SHEETMETAL FLASHING

NEW TILE ROOF SYSTEM

EXISTING WALL V.I.F.

1-HR RATED FIRE BARRIERCONTINUOUS

1-HR FIRE BARRIERSEE WALL DETAILS

4"


EXTERIOR WALLSYSTEM

SEALANT

SEISMIC JOINT COVERAT EXTERIOR WALL

MOISTURE BARRIER

SEALANT

EXISTING WALL V.I.F.


NOTE:CONTINUE SEISMIC JOINTCOVER SYSTEM ON EXTERIORSTUCCO CEILING/CANOPY

4"


SEALANT

SEISMIC JOINT COVERAT INTERIOR WALL


45-MIN WINDOW/DOORSYSTEM

INTERIOR WALL SYSTEM

NOTE:CONTINUE SEISMIC JOINTCOVER SYSTEM ON INTERIORCEILING

4"

4"

11 1/2"

2'-1"

R.O

.3'-0"

2x AS REQUIRED

2 LAYERS 5/8" TYPE "X"GYSUM WALL BOARD

EXTINGUISHER CABINETW/ FRAME AND TEMPERED

GLASS

SEMI-RECESSEDFIRE EXTINGUISHER

MA

X.

R.O

.

R.O.

F.F.

#8 SCREW ON OPPOSITEDIAGONAL CORNER.SCREW THROUGHTRACK INTO FIXTURE.

MAIN STRUCTURALRUNNER 4'-0" O.C.

CROSS TIE

RECESSEDFLUORESCENTFIXTURE

NO. 12 GA. LATERAL SUPPORTWIRE W/IN 3" OF EACHCORNER OF LIGHT FIXTURE.SPLAY WIRES AS SHOWN ANDFASTEN TO BEAM OR PURLINMIN. OF 3 WIRE TURNS EA.CONNECTION POINT.

NO. 12 GA. FIXTURE SUPPORTWIRES AT OPPOSITE CORNERS OFEA. FIXTURE. PROVIDE FIXTURE SUPPORT.FASTEN TO BEAM OR PURLIN.MIN. OF 3 WIRE TURNS EA.CONNECTION POINT.

#8 SCREW ON OPPOSITEDIAGONAL CORNER

60° MAX. TYP.

45°

45°

8 GA. VERTICAL WIRE

4'-0" O.C. 3 5/8" X 20 GA. VERTICAL STRUT @CONVERGENCE OF SPLAY WIRE (HOT ROLLED).

1 1/2" 1.12 LBS./FT METAL CHANNEL @ 4'-0" O.C.

METAL FURRING CLIPS OR MIN. 2 STRANDS 8 GAWIRE TIES.

1/4" MACHINE BOLT

7/8" X 26 GA. GALV. U.S.G. METAL FURRING CHANNEL2'-0" O.C.

5/8" TYPE "X" GYP. BOARD

NOTES:

1. LATERAL SUPPORT SHALL BE PROVIDED BY (4) WIRES (12 GA. MIN.) SPLAYED IN FOUR

DIRECTIONS 90° APART. CONNECT TO MAIN RUNNER @ 2" MAX. FROM CROSS-

RUNNER AND TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45° FROM PLANE

OF CEILING. INSTALL LATERAL SUPPORTS @ 12'-0" INTERVALS EA. DIRECTION W/

FIRST POINT @ 4'-0" MAX. FROM EA. WALL.

2. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED, WITH THE ADDED

REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS-RUNNERS AND MAIN

RUNNERS SHALL BE VERTICALLY SUPPORTED @ 8" MAX. FROM SUCH

DISCONTINUITIES WHICH OCCUR WHERE CEILING IS DISRUPTED BY A WALL.

3. PROVIDE 1 1/8" X 1 1/2" X 20 GA. ANGLE AT END OF EACH STUD TO CHANNEL WITH 2

#10 S.M.S.

2'-0"

U.N

.O.

6"

SEE RCPMETAL CORNER

BEAD

SUSPENDEDACOUSTICAL

CEILING

2x FRAMESEE STRUCTURALPLANS

5/8" GYPSUMBOARD

6"

4'-6"

3'-0"SOFFIT STRUCTURE

SEE STRUCTURALPLANS

METAL CORNERBEAD

5/8" GYPSUMBOARD

LIGHT FIXTURESEE RCP

5/8" GYPSUMBOARD

5/8" GYPSUM BOARD

KITCHEN

AREA

COVE SHAPE PROFILE , SCHLUTERDILEX AHK, ANODIZED ALUMINUM ORAPPROVED EQUAL.

FLOOR TILE, SAMETHICKNESS AS WALL TILE

WALL ASSEMBLYWALL ASSEMBLY

WALL TILE, SAMETHICKNESS AS FLOOR TILE

3'-6"

2"

4"

WALL ASSEMBLY

1/2" MDF

LAMINATEFINISH PER

A-8.1

1"x2" WOOD TRIMW/ 1/4" EDGES

PAINTED

4" WALL BASEPER A-8.0

2x4 SOLIDBLOCKING

ATTACHED TOSTUDS TYP.

ELEVATION SECTION

3'-3"

3"

1'-4"

3'-6"

1/2" R EDGE

1/2" SOLID ACRYLICCOUNTER TOP

1/2" PLYWOOD

2"x2" TUBE STEELSUPPORT @ 24 O.C.

2"x4" CONTINUOUSTUBE STEEL SUPPORT

4"x4" STEEL COLUMN

STEEL PLATEW/ STEEL BOLTS

NOTE:

PAINT ALL STEEL. COLOR: TBD

(30"

FO

R A

CC

ES

SIB

LE

CO

UN

TE

R)

(27"

FO

R A

CC

ES

SIB

LE

CO

UN

TE

R)

2'-0"

U.N

.O.

6 1

/8"

METAL CORNERBEAD

SUSPENDEDACOUSTICALCEILING

5/8" GYPSUMBOARD

DIFFUSER, SEEMECHANICAL PLANS(WHITE)

2 1/2"

1/2

" M

AX

.

CONCRETE

1/2

" M

AX

.

RESILIENT FLOORING

1/2

" M

AX

.

SCALE: 1/16" = 1'-0"11SUSPENDED TILE CEILING

SCALE: 3" = 1'-0"14UNATTACHED WALL

SCALE: 3" = 1'-0"13ATTACHED WALL

SCALE: 1 1/2"= 1'-0"15CEILING SEISMIC JOINTS

SCALE: 1" = 1'-0"4SEISMIC JOINT COVER AT SLAB

SCALE: 1" = 1'-0"1SEISMIC JOINT COVER AT ROOF

SCALE: 1" = 1'-0"2SEISMIC JOINT COVER AT WALL

SCALE: 1" = 1'-0"3SEISMIC JOINT COVER INT.

SCALE: 1" = 1'-0"5FIRE EXTINGUISHER CABINET

SCALE: 1/8" = 1'-0"12SUSP FIXTURE

SCALE: 1/8" = 1'-0"16SUSPENDED GYP BOARD

SCALE: 1" = 1'-0"6SOFFIT TYP.

SCALE: 1" = 1'-0"8SOFFIT AT COUNTER

SCALE: 3" = 1'-0"19COVE BASE - METAL

SCALE: 1" = 1'-0"17CHAIR RAIL TYP.

SCALE: 1" = 1'-0"18RAISED DINING COUNTER

SCALE: 1" = 1'-0"7SOFFIT W/ DIFFUSERS

NOT TO SCALE20B

FLOOR TRANSITION, TILE

20AFLOOR TRANSITION, RESILIENT

FLOOR TILE

METAL SCHLUTER RENO RAMP,1/4" H. ANODIZED ALUMINUM ORAPPROVED EQUAL

METAL TRANSITION PROFILE, ANODIZEDALUMINUM, SCHLUTER OR APPROVEDEQUAL

EPOXY FLOORING

RESILIENT SHEET GOODS

RESILIENT SHEET GOODS

1

2

3

R

I

CD

C

HAS

ENE

L

ITECT

IC F

ST

OA

A

F

TEL

A

ORNI

L

A

AN

K

UL

S

EE BR

C22608No.Ren.12 / 31 / 2013

L


S

L

A

AN

KKKKKKKKKKKKKKKKKK

U

SSSSSSSSSSSSSSSSSSS

BR


HO

US

ING

SE

RV

ICE

S D

ININ

G H

ALL

5151 S

TA

TE

UN

IVE

RS

ITY

DR

IVE

LO

S A

NG

ELE

S,

CA

90032

12-13-2012

DETAILS

2010.03

FF CSULA CDS

10102012.pln

A-10.2

DESCRIPTION DATE

BLDG DEPT SUBMITTAL

NO

12-14-2012


REVISIONS 1-4-2013

BID SET 2-14-2013



2

5"

REINFORCED CONCRETE SLAB - PER STRUCTURAL

VAPOR BARRIER

4'-0"

CONCRETE SLAB

MIN. 18 GA. STAINLESS STEEL CAP

MIN. 18 GA. STAINLESS STEELPANELS 316, #4 SATIN FINISH

INTERIOR WALL ASSEMBLY

RIGIDIZED METALSOUTSIDE CORNER TRIMOR APPROVED EQUAL

MIN. 18 GA. STAINLESS STEEL316, #4 SATIN FINISH

LOW WALL ASSEMBLY

16

"

18"

4"

2"

1 1

/2"

BARRELENCLOSURE

SOFFIT FINISH

ROLL DOWNDOOR TO

COUNTER

BOTTOM RAIL

3" EXTRUDEDALUMINUM

SLATS

COUNTER TOP

NOTE: FOLLOW MANUF.RECOMMENDATIONS

ALUMINUM GUIDES

ATTACH TUBE TO WALL

INTERIOR WALL ASSEMBLY

SCALE: 1" = 1'-0"1CONCRETE SLAB

SCALE: 1" = 1'-0"3LOW WALL

SCALE: 3" = 1'-0"4OUTSIDE CORNER TRIM

SCALE: 1" = 1'-0"5COUNTER ROLL UP HEAD

SCALE: 3" = 1'-0"6COUNTER ROLL UP GUIDE

csula housing services civil dining hall - …sbscorp.us/plans/csula student dining...

Documents