CSUS Folsom Hall Phase III Construction Documents by lionakis graphics

CALIFORNIA STATE UNIVERSITY, SACRAMENTO

FOLSOM HALL BLDG 2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 6000 J STREET, SACRAMENTO, CA 95819 CSFM FILE # 18-N-2834-C-NW

12/21/2018 - 100% Construction Documents 04/26/2019 - CALFIRE RESUBMITTAL 05/06/2019 - DSA OTC

Design Build Team CONTRACTOR: XL CONSTRUCTION 1810 13th Street, Suite 110 Sacremento, California 95811 (916) 282-2900

MECHANICAL/ ELECTRICAL

PETERS ENGINEERING 2411 ALHAMBRA BLVD SUITE 100 SACRAMENTO, CA 95817 (916) 447-2841

LIONAKIS ARCHITECT Nineteenth Street /STRUCTURAL 1919 Sacramento, California 95811 /INTERIORS: (916) 558-1900

G-000

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 7667 FOLSOM BLVD, SACRAMENTO, CA 95826 D

FOLSOM HALL 2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS MAY 6, 26, 2019 APRIL 2019

DSA APPROVED SET 100% CONSTRUCTION DOCUMENTS

A2 A-303

SECTION INDICATOR - BUILDING

A4 A-201

ELEVATION INDICATOR - EXTERIOR A1

A-202

ELEVATION INDICATOR - INTERIOR, SINGLE & MULTIPLE VIEW

MATCH LINE SEE XX / X-XXX

MATCH LINE INDICATOR

1 A

REFERENCE GRID WITH REFERENCE GRID LINES

REVISION INDICATOR & REVISION CLOUD 22

ROOM NAME 101 LEVEL 1 100'-0"

ROOM IDENTIFIER WITH ROOM NAME & NUMBER

TOC 98'-8"

ELEVATION INDICATOR - LEVEL & SPOT

WINDOW OR LOUVER IDENTIFIER

KEYNOTE INDICATOR

B PLAN NORTH

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

PLAN NORTH & TRUE NORTH INDICATOR

LOCATION MAP

CG CI CJ CL CLG CLR CMU CNTR CO COL CONC CONSTR CONT COTG CP CPT CRS CSK CSWK CT CTR DBL DEPT DET

EIFS EJ EL ELEC ELEV EMER ENCL EPB EQ EQUIP EW EWC EXH EXST EXP EXT FA FB FD FDTN FE FEC FIN FLG FLL FLR FOC FOF FOM FOS FOW FP FRP FT FTG FURG FUT G GA GALV GB GI GLU LAM GYP HB HC HDBD HDW HDWD HM HORIZ HR HT ID INSUL INT JAN KIT L LAB

VICINITY MAP

OFF OGL OPH OPNG OPP PAF PL PLAM PLB PLBG PLYWD PNL PROP PSF PSI PT PTN PV QT R RD REBAR REF REF REINF REQD RESIL RM RO RWD RWL SAD SATC SB SC SCHED SD SDST SHT SHTHG SHV SIM SLNT SM SPEC SQ SS

LAVATORY MATERIAL MAXIMUM MECHANICAL MEMBRANE MANFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED METAL MULLION NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVER ON CENTER OUTSIDE DIAMETER OWNER FURNISHED / CONTRACTOR INSTALLED OFFICE OBSCURE GLASS OPPOSITE HAND OPENING OPPOSITE POWER ACTUATED FASTENER PROPERTY LINE; PLATE PLASTIC LAMINATE PLUMB PLUMBING PLYWOOD PANEL PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT; PAINT PARTITION PHOTOVOLTAIC QUARRY TILE RADIUS; RISER ROOF DRAIN REINFORCING STEEL BAR REFERENCE REFRIGERATOR REINFORCE / REINFORCING REQUIRED RESILIENT ROOM ROUGH OPENING REDWOOD RAIN WATER LEADER SEE ARCHITECTURAL DRAWINGS SUSPENDED ACOUSTICAL TILE CEILING SPLASH BLOCK SOLID CORE SCHEDULE STORM DRAIN SELF DRIVING, SELF TAPPING SHEET SHEATHING SHELVING SIMILAR SEALANT SHEET METAL SPECIFICATION SQUARE SANITARY SEWER; SERVICE SINK

SST STD STL STOR STRUCT SUSP CLG SV SYMM SYS T T&G TEL THK TMH TMPD TO TOC TOF TOJ TOM TOP TOPO TOS TOW TV TYP UC UNO UON UR VCT VERT VEST VIF VWC VWF W/ W/O WC WD WH WO WP WPM WSCT WT WTR WWR

STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED CEILING SHEET VINYL SYMMETRICAL SYSTEM TREAD TONGUE & GROOVE TELEPHONE THICKNESS TOP OF MANHOLE TEMPERED TOP OF TOP OF CURB TOP OF FRAME TOP OF JOIST TOP OF MASONRY TOP OF PARAPET TOPOGRAPHY TOP OF STEEL TOP OF WALL TELEVISION TYPICAL UNDER COUNTER/CABINET UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED URINAL VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VINYL WALL COVERING VINYL WALL FABRIC WITH WITHOUT WATER CLOSET WOOD WATER HEATER WHERE OCCURS WORKING POINT WATERPROOF MEMBRANE WAINSCOT WEIGHT WATER WELDED WIRE REINFORCEMENT

GENERAL G-000 COVER SHEET G-001 GENERAL INFORMATION GA101 CAMPUS SITE GL111 LIFE SAFETY FLOOR PLAN - LEVEL 1 GL112 LIFE SAFETY FLOOR PLAN - LEVEL 2 GL112.2 PARTIAL LIFE SAFETY FLOOR PLAN - LEVEL 2 G-111 ACCESSIBILITY REQUIREMENTS

THE PROVIDED CIVIL, DRAWINGS, SPECIFICATIONS, AND/ OR CALCULATIONS HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. THESE DOCUMENTS HAVE BEEN EXAMINED BY ME FOR THE DESIGN INTENT AND APPEAR TO MEET THE APPROPRIATE REQUIREMENTS FOR TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED BY ME, AND COORDINATION WITH MY PLANS AND SPECIFICATIONS IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT. THE STATEMENT OF GENERAL CONFORMANCE "SHALL NOT BE CONSTRUED AS RELIEVING ME OF MY RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER SECTIONS 17302 AND 81138 OF THE EDUCATION CODE AND SECTIONS 4-336, 4-341 AND 4-344" OF TITLE 24, PART 1. (TITLE 24, PART 1, SECTION 4-317(b))

ARCHITECTURAL A-112 FLOOR PLAN - LEVEL 2 - OVERALL A-112A PARTIAL FLOOR & CEILING PLAN - LEVEL 2 - AREA A & B AF112A PARTIAL FINISH FLOOR & SIGNAGE PLAN - LEVEL 2 E2.01 (E) LIGHTING (FOR REFERENCE ONLY) FA2.01 (E) FIRE ALARM (FOR REFERENCE ONLY) FP1 (E) FIRE SPRINKLER (FOR REFERENCE ONLY) A-221 ELEVATIONS - INTERIOR A-531 PARTITION TYPES & SCHEDULE A-532 STANDARD METAL STUD DETAILS & SCHEDULES A-533 STANDARD METAL STUD DETAILS A-541 DOOR AND WINDOW SCHEDULE & DETAIL A-551 SUSPENDED CEILING DETAILS - TYPICAL A-561 DETAILS - CASEWORK

05/26/2019 04/25/2019

JONATHAN MCMURTRY | LIONAKIS PRINTED NAME OF ARCHITECT

C23603

G H V B C L S A I Q F P D M E W T R X Z O

PROJECT LOCATION

GENERAL HAZARDOUS MATERIALS SURVEY/MAPPING GEOTECHNICAL CIVIL LANDSCAPE STRUCTURAL ARCHITECTURAL INTERIORS EQUIPMENT FIRE PROTECTION PLUMBING PROCESS MECHANICAL ELECTRICAL DISTRIBUTED ENERGY TELECOMMUNICATIONS RESOURCE OTHER DISCIPLINES CONTRACTOR/SHOP DRAWINGS OPERATIONS

D A RCH SE I E N A N McM TE H U T A

C23603 T

R E

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

MECHANICAL M-001 SYMBOLS, NOTES & SCHEDULE M-112 FLOOR PLAN - LEVEL 2 - OVERALL M-113 PARTIAL FLOOR PLAN - MECHANICAL ELECTRICAL E-001 SYMBOLS, NOTES & SCHEDULE E-002 TITLE 24 E-112 FLOOR PLAN - LEVEL 2 - OVERALL E-113 PARTIAL FLOOR PLANS - POWER E-114 PARTIAL FLOOR PLANS - LIGHTING E-301 ONE LINE DIAGRAM E-401 DETAILS E-402 DETAILS

ISSUED MARK

FIRE ALARM FA-001 SYMBOLS, NOTES & SCHEDULE FA-112 FLOOR PLAN - LEVEL 2 - OVERALL FA-113 PARTIAL FLOOR PLANS - FIRE ALARM FA-301 ONE LINE DIAGRAM & DETAILS

DATE

DESCRIPTION

PROJECT DATA & APPLICABLE CODES CONTRACTOR SHALL VERIFY DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE ARCHITECT WHERE CONFLICT OCCURS ON ANY OF THE CONTRACT DRAWINGS OR DOCUMENTS. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS KNOWN TO BE IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES. 3. CONSTRUCTION SHALL CONFORM TO ALL APLLICABLE CODES AND REGULATIONS AND CURRENT GOVERNING CODES: SEE SHEETS G-001, GL111, GL112, AND GL112.2. BUILDING NO.: SFM FILE NO.:

SFM BUILDING NO. 91/CSUS BUILDING NO.65 #18-N-2834-C-NW

DSA FILE NO.: PRIOR APPLICATIONS: 34-CSUS , CFSM # 18-34-03-0001

SCOPE OF PROJECT

WORK INCLUDES ALL SCOPE WITHIN THESE DOCUMENTS INCLUDING BUT NOT LIMITED TO: 1. FOLSOM HALL TENANT IMPROVEMENT OF 2,430 SQ FT WITHIN THE EXISTING BUILDING FOOTPRINT. THE IMPROVEMENT WILL CONSISTS OF 3 AUDIOLOGY LABS, 1 COMPUTER LAB, AND 1 CLASSROOM WITH MODIFICATION OF EXISTING FIRE ALARM, ADDITIONAL SPRINKLER HEADS, MECHANICAL DIFFUSERS, POWER, LIGHTING, DOORS, SIGNAGE, FINISHES, SUSPENDED CEILING, AND CASEWORKS.

SHEET TYPE DESIGNATORS 0 - GENERAL 1 - PLANS 2 - ELEVATIONS 3 - SECTIONS 4 - LARGE SCALE VIEWS 5 - DETAILS 6 - SCHEDULES & DIAGRAMS 7 - USER DEFINED 8 - USER DEFINED 9 - 3D REPRESENTATIONS

DEFERRED SUBMITTALS NONE

CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO: 2016 CBC CH 35 2016 CFC CH 80 TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS TITLE 24 CCR, PART 1 - 2016 BUILDING STANDARDS ADMINISTRATIVE CODE TITLE 24 CCR, PART 2 - 2016 CALIFORNIA BUILDING CODE, VOL.1 & 2 (CBC) TITLE 24 CCR, PART 3 - 2016 CALIFORNIA ELECTRICAL CODE (CEC) TITLE 24 CCR, PART 4 - 2016 CALIFORNIA MECHANICAL CODE (CMC) TITLE 24 CCR, PART 5 - 2016 CALIFORNIA PLUMBING CODE (CPC) TITLE 24 CCR, PART 6 - 2016 CALIFORNIA ENERGY CODE TITLE 24 CCR, PART 9 - 2016 CALIFORNIA FIRE CODE (CFC) TITLE 24 CCR, PART 11 - 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE TITLE 24 CCR, PART 12 - 2016 CALIFORNIA REFERENCED STANDARDS 2016 NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED) 2016 NFPA 14, INSTALLATION OF STANDPIPE AND HOSE SYSTEMS 2016 NFPA 17, DRY CHEMICAL EXTINGUISHING SYSTEMS 2013 NFPA 17A, WET CHEMICAL EXTINGUISHING SYSTEMS 2016 NFPA 20, INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION 2013 NFPA 22, WATER TANKS FOR PRIVATE FIRE PROTECTION 2016 NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES 2013CA NFPA 25, INSPECTION, TESTING, MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS (CA AMENDED) 2016 NFPA 72, NATIONAL FIRE ALARM CODE (CA AMENDED) 2016 ICC 300, BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

PROJECT DIRECTORY

016279.06 ?00.00.00? LIONAKIS 2015

AGENCY

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

A MINIMUM OF 72 HOUR NOTICE IS REQUIRED FOR ANY TESTING AND/OR INSPECTION. AC

FLS

DATE

AUTHORITIES HAVING JURISDICTION TITLE

DISCIPLINE DESIGNATOR - LEVEL 1

CONTRACTOR

ARCHITECT/ STRUCTURAL/ INTERIORS

XL CONSTRUCTION 1810 13TH STREET SACRAMENTO, CA 95811 PHONE: 916.282.2900

LIONAKIS 1919 19TH STREET SACRAMENTO, CA 95811 PHONE: 916.558.1900

DISCIPLINE DESIGNATOR - LEVEL 2 REPLACE DASH WHERE OCCURS

SHEET TYPE DESIGNATOR SHEET TYPE SUBSET DESIGNATOR LEVEL/SEQUENCE DESIGNATOR AREA IDENTIFIER - WHERE OCCURS UNIQUE PORTION IDENTIFIER - WHERE OCCURS

C.A-123AB

EXPIRATION DATE

FIRE PROTECTION FP-100 PARTIAL FLOOR PLAN - FIRE SPRINKLER PIPING IMPROVEMENT

BUILDING IDENTIFIER - WHERE OCCURS

PROJECT LOCATION

08/31/2019

LICENSE NUMBER

SHEET IDENTIFICATION LEGEND DISCIPLINE DESIGNATORS - LEVEL 1

DATE

SIGNATURE OF ARCHITECT

SEAL

LAV MATL MAX MECH MEMB MFR MH MIN MISC MO MR MTD MTL MULL NIC NO NOM NTS O/ OC OD OF/CI

SECTION INDICATOR PARTIAL BUILDING/WALL & DETAIL INDICATOR - AREA

D2 A-512

DRINKING FOUNTAIN DETENTION HOLLOW METAL DIAMETER DIMENSION DOWNSPOUT DRY STANDPIPE DRAWING DRAWER EACH EXTERIOR GYPSUM SHEATHING BOARD EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC / ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE ELECTRICAL PANEL BOARD EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXHAUST EXISTING EXPANSION EXTERIOR FIRE ALARM FLAT BAR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOORING FLOW LINE FLOOR FACE OF CONCRETE/CURB FACE OF FINISH FACE OF MASONRY FACE OF STUD FACE OF WALL FIREPROOF FIBERGLASS REINFORCED PLASTIC FEET / FOOT FOOTING FURRING FUTURE GROUND; NATURAL GAS GAGE GALVANIZED GRAB BAR GALVANIZED IRON GLUED LAMINATED WOOD GYPSUM HOSE BIB HOLLOW CORE HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HEIGHT INSIDE DIAMETER INSULATION INTERIOR JANITOR KITCHEN ANGLE LABORATORY

B3 A-301

DF DHM DIA DIM DS DSP DWG DWR EA EGSB

DETAIL INDICATOR - SECTION & DETAIL INDICATOR - SECTION ITEM

B3 A-501

& @ (E) ' " # ALUM ARCH A/C UNIT A/E AB AC ACC ACS DR ACS PNL ACST AD ADC ADO ADDL ADJ SHV AFF AFG AGGR AHU ASSY BD BKG BLDG BM BM BOT BTWN BUR BW C CAB CB CBC CEM CEM PLAS CFLG CFMF

SEE UNITED STATES NATIONAL CAD STANDARD FOR ANY ABBREVIATIONS NOT LISTED BELOW. AND AT EXISTING FOOT, FEET INCH(ES) NUMBER ALUMINUM ARCHITECTURAL AIR CONDITIONING UNIT ARCHITECT / ENGINEER ANCHOR BOLT ASPHALTIC CONCRETE ACCESSIBLE ACCESS DOOR ACCESS PANEL ACOUSTIC AREA DRAIN AUTOMATIC DOOR CLOSER AUTOMATIC DOOR OPERATOR ADDITIONAL ADJUSTABLE SHELVING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AGGREGATE AIR HANDLING UNIT ASSEMBLY BOARD BACKING BUILDING BEAM BENCHMARK BOTTOM BETWEEN BUILT-UP ROOFING BOTH WAYS CHANNEL CABINET CATCH BASIN CALIFORNIA BUILDING CODE CEMENT CEM PLASTER COUNTERFLASHING COLD-FORMED METAL FRAMING CORNER GUARD CAST IRON CONSTRUCTION JOINT / CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COLUMN CONCRETE CONSTRUCTION CONTINUE / CONTINUOUS CLEANOUT TO GRADE CONTROL PANEL CARPET COLD ROLLED STEEL COUNTER SUNK CASEWORK CERAMIC TILE CENTER DOUBLE DEPARTMENT DETAIL

CT Y R RT

B3 A-501

DETAIL INDICATOR - REFERENCE & DETAIL INDICATOR - ITEM

D2 A-512

ARCHITECT'S STATEMENT

SHEET INDEX

D2 A-512

LIST OF ARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL SYMBOLS LEGEND

4/25/2019 8:48:47 AM

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

LI JO C N

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

MECHANICAL/ELECTRICAL PETERS ENGINEERING 2411 ALHAMBRA BLVD SUITE 100 SACRAMENTO CA 95817 PHONE: 916.447.2841

3RD PARTY PLAN REVIEW BUREAU VERITAS NORTH AMERICA, INC. 180 PROMENADE CIRCLE, SUITE 150 SACRAMENTO CA 95834 PHONE:916.725.4200. FAX:916.725.8242

CAL FIRE OFFICE OF THE STATE FIRE MARSHAL FIRE AND LIFE SAFETY - NORTH 2251 HARVARD ST, SUITE 400 SACRAMENTO. CA 98518 PHONE: 916.568.3800

GENERAL INFORMATION

DSA CALIFORNIA DIVISION OF THE STATE ARCHITECT DSA SACRAMENTO REGIONAL OFFICE 1102 Q ST, SUITE 5200 SACRAMENTO, CA 95811 PHONE: 916.445.8730

SHEET

G-001

FIRE PUMP ROOM STO P

O LS

T LO 14

LANE BIK E

L HA

KNOX BOX DSA APP# 02-111537 FOR EXISTING PARKING LOT

MANAGEMENT 78'-0"

BUILDING 2 (E) FIRE ALARM CONTROL PANEL, SEE SHEET GL111

FIRE SEPARATION DISTANCE 24'-0"

TYP 174'-0" 51'-0"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

DSA APP# 02-111537 FOR EXISTING PARKING LOT

TITLE A

(E) FIRE DEPARTMENT CONNECTION

PLAN NORTH

SS FLS AC

016279.06 ?00.00.00? LIONAKIS 2015

BUILDING 1

CAMPUS SITE (E) FIRE HYDRANT

(E) FIRE HYDRANT (E) FIRE HYDRANT

210'-0" LA NE

78'-0"

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT: 24'-0"

77'-0" G IN E RK UR PA UCT R IV ST

BE IK

30'-0" LA NE

52'-0" 21'-0" 19'-5" 11'-6" BIE K

LANE

CLEA R KEEP

CLEA R

C DO MO ALL H

State University Dri ve PA NA LL HA

" '-0 42 T.= .00 . H 39 DG L.= BL FL. E

BE IK

SCALE 1" = 400'-0"

77'-0" 79'-0"

26'-0"

LANE IK BE

SCALE 1" = 40'-0"

" '-0 70 T.= .50 . H 40 DG L.= BL FL. E

AL PIT C CA BLI PU DIO RA

NORTH

DESCRIPTION DATE MARK STOP

" '-0 30 T.= .00 . H 40 DG L.= BL FL. E

ard

2 GA101

(E) 2 HOUR RATED BUILDING SEPARATION FIRE WALL 43'-0"

LANE K BE I

T LO 9

71'-0" Fols om Bou lev

17'-8 131/256"

85'-0"

BUILDING PERIMETER WITH LESS THAN 30'-0" MIN. FRONTING = 166'-0"

LI JO C N

LANE

STOP

ST OP ST OP STO P

BIK E

LANE

ONL Y ONL Y ONL Y

PLAN NORTH T LO 0 1

STOP

(E) PARKING GARAGE LEVEL 2 3

30'-0"

20'-4"

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LANE

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SIGNAL

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STOP STOP

T7 LO T H U SO

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State University Drive

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G IN E RK UR 6'-0 " P A UCTHT.=349.00 R . ST BLDFGL.IEIL.=

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College Town Drive

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R C LE AEE P K R C LE AEE P K R C LE AEE P K

ST RE ET CLEA R KEEP

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LANE

LANE BIEK

YIE LD

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STO P

LANE BIEK

BIKE LANE

STOP

STOP STOP

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

YIELD ONLY

D OA ILR RA

EL2-10

y 50 ighwa U.S. H oule vard

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STOP

C23603 3 GA101 C IFI AC

STOP

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EL2-8,10,12

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ST OP

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S CO NNI #5

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P RN HE UT SO

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PROJECT (E) PARKING RAMP STOP STOP

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819 ONL Y

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S CO NNI #4

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S CO NNI #10

S CO NNI #9

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White Poplar Way

C LEAR KE EP

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7667 FOLSOM BLVD, SACRAMENTO, CA 95826 EL1-6 EL1-1

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K GM

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E LEL. 81 TU N N9 F=1 . . 40 C=29

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E LEL. . 84 TU N N F=1 8 . 39 C=28

L T UNNE ND RGROU UNDE

E LEL. TU N N8. 42 F=1 . 02 C=28 E LEL. 51 TU N N8 F=1 . .23 C=31

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS EL2-12

O IN OC ND LL L. ME HA F BL

MA DE KA HALL " '-0 30 T.= .50 . H 38 DG L.= BL L. E F

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T LO 2 H UT SO

State

TA AS SH ALL H

" '-0 62 T.= .50 . H 34 DG L.= BL L. E F

STOP

ST OP

BIKE

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STO P

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D ON SM L L. DE HAL 38'-0" F 5 .=

ST OP

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T LO B NG MI IM L SW POO OL PO DG. BL

STOP

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T2 L O ST WE

ST OP

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TE MI SE L 0" YO HAL G4Y0'-M H .= .49 RDGT. HLT.= 37 BL FL. E NO

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E LEL. TU N N . 54 F=1 81 .31 C=3

STO P

RIGHT

AGENCY

FILE NO: 34-CSUS

DATE

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

BIKE

Residence Way

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E AG OR . ST LDG B

STOP STOP

STOP

E AG OR . ST LDG B ET E RN US HO EHO R WA

y Wa rel Lau

STOP

. OL GE DG. BL E AG OR . ST LDG B

STOP

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT. SE OU NH EE GR

ONL Y

GA101 SCALE 1" = 40'-0"

EXIT

ve Dri ity ers niv te U Sta

ay rW opla P ite Wh

T LO 1 1

STO P

LANE

SHEET

CAMPUS SITE PLAN

1 B

BUILDING SITE PLAN

4/25/2019 8:48:57 AM

E FIR ION AT ST

YIE LD

BIKE

BUS

y Ba

STOP

y Wa tum ore Arb

STOP

(E) FIRE HYDRANT

FH DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT’S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. YIELD

EXISTING BUILDINGS ACCESSIBLE ROUTE Hickok Lane

E BIK LANE

SITE PLAN LEGEND GENERAL NOTES

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ACCESSIBLE PATH OF TRAVEL Street H

sig n sig n

5 4 3 2 2"

ISSUED

STOP

BLDG 1 CODE ANALYSIS

BLDG 2 CODE ANALYSIS

LIFE SAFETY LEGEND

GOVERNING CODE:

2016 CALIFORNIA BUILDING CODE

GOVERNING CODE:

2016 CALIFORNIA BUILDING CODE

OCCUPANCY CLASSIFICATION AND USE: (CBC 302)

MIXED-USE PER CBC 508.3 B OCCUPANCY - OFFICES & CLASSROOMS A3 OCCUPANCY - CLASSROOMS

OCCUPANCY CLASSIFICATION AND USE: (CBC 302)

MIXED-USE PER CBC 508.3 B OCCUPANCY - OFFICES & CLASSROOMS A3 OCCUPANCY - CLASSROOMS

BUILDING CONSTRUCTION TYPE: (CBC 601 & 602)

IIIB - BUILDING IS FULLY SPRINKLERED

BUILDING CONSTRUCTION TYPE: (CBC 601 & 602)

IIIB - BUILDING IS FULLY SPRINKLERED

ACTUAL NUMBER OF STORIES:

3 STORIES

ACTUAL NUMBER OF STORIES:

3 STORIES

ACTUAL BUILDING HEIGHT:

45'-0"

ACTUAL BUILDING HEIGHT:

45'-0"

USE NAME XXX SF / XX XX

OCCUPANT LOAD FACTOR OCCUPANT LOAD SQUARE FOOTAGE

ACTUAL BUILDING AREA:

OCCUPANY GROUP

ACTUAL BLDG AREA

NO. BLDG HT OF STORIES

GROUP A-3 GROUP B

21,735 SF 15,304 SF

GROUP A-3 GROUP B

1,286 SF 36,432 SF

GROUP B TOTAL

ACTUAL BUILDING AREA:

OCCUPANY GROUP

ACTUAL BLDG AREA

NO. OF STORIES

BLDG HT

GROUP A-3 GROUP B

6,016 SF 21,310 SF

GROUP B

25,952 SF

36,432 SF

GROUP B

25,952 SF

109,903 SF

45'

TOTAL

79,230 SF

45'

EXIT LOCATION & NUMBER OF OCCUPANTS USING EXIT

OCCUPANT LOAD

FIRE EXTINGUISHER (E) FEC (E) CABINET

CEILING MOUNTED "EXIT" SIGNS W/ DIRECTIONAL ARROWS WHERE SHOWN

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

1 HR RATED

(E) 1 HR RATED

NON-RATED PARTITION

EGRESS PATH

AREA OF PROJECT:

2,430 SF OF INTERIOR TENANT IMPROVEMENT ON LEVEL 2 (SEE SHEET GL112)

AREA OF PROJECT:

--,--- SF

SEPARATED OR NONSEPARATED USE:

SEPARATED

SEPARATED OR NONSEPARATED USE:

SEPARATED

ALLOWABLE AREA PER (CBC 504.3, 504.4 & 506.2)

OCCUPANY GROUP

ALLOWABLE BLDG AREA

MAX NO. OF STORIES

ALLOWABLE BLDG HT

ALLOWABLE AREA PER (CBC 504.3, 504.4 & 506.2)

OCCUPANY GROUP

ALLOWABLE BLDG AREA

MAX NO. OF STORIES

ALLOWABLE BLDG HT

GROUP B

57,000 SF

75'-0"

GROUP B

57,000 SF

75'-0"

GROUP A3

28,500 SF

55'-0"

GROUP A3

28,500 SF

55'-0"

PER CBC 508.4 SEPARATED OCCUPANCIES

10. AREA INCREASE (AREA MODIFICATION PER CBC CHAP 5):

506.3.3 FRONTAGE INCREASE I f = [F/P - 0.25] W/30

I f = 0.59

I f = 0.46

A a= [28500 + (9500 x 0.46)]

A a= 34,105 SF

A a= 32,870 SF

A a= [57000 + (19000 x 0.46)]

A a= 68,210 SF

A a= 65,740 SF

ENTIRE BLDG - ALLOWABLE AREA

21,735 SF 1ST FLR

2ND FLR

34,105 SF 1,286 SF 34,105 SF

3RD FLR

R E

EN . 08 - 3 1 - 1 O F OF CAL I

ENTIRE BLDG - ALLOWABLE AREA B ACTUAL B ALLOWABLE

A3 ACTUAL

0.86 < 1

A3 ALLOWABLE

15,304 SF +

A a= [57000 + (19000 x 0.59)]

A3 ALLOWABLE

C23603

506.2.4 MIXED-OCCUPANCY, MULTISTORY BLDG - B OCC A a= [A t + (NS x I f )]

D A RCH SE I E N A N McM TE H U T A

CT Y R RT

A a= [28500 + (9500 x 0.59)]

SEAL

506.2.4 MIXED-OCCUPANCY, MULTISTORY BLDG - A3 OCC A a= [A t + (NS x I f )]

I f = [71+210+18+174+26/701 - 0.25] 30/30

A3 ACTUAL

EXISTING OCCUPANCY - A3

PER CBC 508.4 SEPARATED OCCUPANCIES

I f = [(30+78+52+78+43+24+85+24+20+79+26+77+51)/795 - 0.25] 30/30

LIMITS OF ARCHITECTURAL WORK

506.3.3 FRONTAGE INCREASE I f = [F/P - 0.25] W/30

EXISTING OCCUPANCY - B

10. AREA INCREASE (AREA MODIFICATION PER CBC CHAP 5):

EXISTING - NOT IN SCOPE

LI JO C N

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

68,210 SF 36,432 SF 68,210 SF 36,432 SF 68,210 SF

6,016 SF

1ST FLR

0.57< 1

2ND FLR

0.53 < 1

3RD FLR

TOTAL = 1.96 < 2

32,870 SF

B ACTUAL B ALLOWABLE

PROJECT =

0.51 < 1

55 OCCS.

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

109 OCCS.

7667 FOLSOM BLVD, SACRAMENTO, CA 95826

21,310 SF +

65,740 SF 25,952 SF

65,740 SF

37 OCCS.

0.4 < 1

333 OCCS.

73 OCCS.

CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

TOTAL = 1.31 < 2

11. HEIGHT INCREASE:

12. FIRE SPRINKLERS TYPE:

YES: WET // SEE SFM 18-34-03-0001

12. FIRE SPRINKLERS TYPE:

YES: WET

13. FIRE ALARM TYPE:

YES: AUTOMATIC W/ F-1 EMERGENCY VOICE/ALARM COMMUNICATION SYSTEMS

13. FIRE ALARM TYPE:

YES: AUTOMATIC W/ F-1 EMERGENCY VOICE/ALARM COMMUNICATION SYSTEMS

14. OTHER FIRE PROTECTION SYSTEM

FIRE EXTINGUISHER, FIRE HOSE CABINETS

14. OTHER FIRE PROTECTION SYSTEM

FIRE EXTINGUISHER, FIRE HOSE CABINETS

15. SMOKE CONTROL SYSTEM

36 OCCS. 139 OCCS. 1 OCC.

18 OCCS.

54 OCCS.

SEATING AREA

50 OCCS. ISSUED

559 SQ. FT.

MARK

DATE

DESCRIPTION

30 OCCS.

101 OCCS.

1 OCC.

37 OCCS.

452 SQ. FT.

SEATING AREA 16. OCCUPANT LOAD FOR ENTIRE BLDG & FLOORS (EXISTING)

1ST FLOOR =

1,176 OCCUPANTS

2ND FLOOR =

694 OCCUPANTS

3RD FLOOR =

324 OCCUPANTS

16. OCCUPANT LOAD FOR ENTIRE BLDG & FLOORS (EXISTING)

TOTAL BLDG OCCUPANCY = 2,194 OCCUPANTS

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

1ST FLOOR =

280 OCCUPANTS

2ND FLOOR =

263 OCCUPANTS

3RD FLOOR =

239 OCCUPANTS

1980

17. YEAR BUILDING WAS CONSTRUCTED

1980

18. IS BLDG LOCATED IN HIGH FIRE HAZARD SEVERITY ZONE:

19. SEISMIC JOINTS, IF YES, PROVIDE LOCATION:

21. RISK CATEGORIES OF BUILDINGS (CBCTABLE 1604.5)

III

1 OCC.

53 OCCS.

NONE

21. RISK CATEGORIES OF BUILDING (CBCTABLE 1604.5)

III

(E) 2 HOUR BUILDING SEPARATION FIRE WALL

50 OCCS.

125 OCCS.

11 OCCS.

1 OCC.

20. EMERGENCY RESPONDER RADIO COVERAGE:

63 OCCS.

53 OCCS.

1 OCC.

1 OCC. 1 OCC.

1 OCC. 1 OCC. 1 OCC.

106 OCCS.

1 OCC.

10 OCCS. 38 OCCS. 3 OCCS.

21 OCCS.

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

50 OCCS.

76 OCCS.

SEATING AREA

35 OCCS.

1 OCC.

74 SQ. FT.

59 OCCS. 38 OCCS.

1 HR RATED WALL

221 OCCS.

(E) FIRE ALARM CONTROL PANEL

SEATING AREA

AGENCY

SEATING AREA

TOTAL 50% 78 OCCS. OL AT 1ST FLOOR: 108

CORRIDOR

016279.06 ?00.00.00? LIONAKIS 2015

5 OCCS.

520 SQ. FT.

B-OCCUPANCY AREA Total: 559 OCCS.

MANAGEMENT

62 OCCS.

25 OCCS. 25 OCCS.

216 OCCS.

11 OCCS. 160 SQ. FT.

25 OCCS. UP

62 OCCS.

PER CSFM FILE # 02-112652 1 HOUR RATED FIRE SEPARATION BETWEEN OCCUPANCIES

110 OCCS.

10 OCCS. 50 OCCS. 125 OCCS.

27 OCCS.

12 OCCS.

13 OCCS.

935 SF

FILE NO: 34-CSUS

50 OCCS.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

21 OCCS.

296 OCCS.

308 SQ. FT.

55 OCCS.

25 OCCS.

11 OCCS.

28 OCCS.

25 OCCS.

FLS

DATE

63 OCCS.

TITLE

LIFE SAFETY FLOOR PLAN LEVEL 1

155 OCCS. 20 OCCS. 297 SQ. FT.

SEATING AREA

33 OCCS.

LIFE SAFETY FLOOR PLAN - LEVEL 1 SCALE 1/16" = 1'-0"

SEATING AREA

489 SQ. FT.

4/25/2019 2:34:18 PM

25 OCCS.

51 OCCS. 1 OCC.

1 OCC.

NONE

1 OCC.

TOTAL BLDG OCCUPANCY = 782 OCCUPANTS

17. YEAR BUILDING WAS CONSTRUCTED

20. EMERGENCY RESPONDER RADIO COVERAGE:

25 OCCS.

1 HR RATED WALL

A-3 OCCUPANCY AREA Total: 617 OCCS.

DOOR OPENING WIDTH CAPACITY: 72"/0.2 = 360 NOTE: MAX LOBBY EXIT WIDTH - 50% ACCOMODATION - 50% OF OCC. LOAD FOR EXIT DISCHARGE FOR BOTH 1ST AND 2ND FLOOR

PLAN NORTH SHEET

GL111

LIFE SAFETY LEGEND NAME XXX SF / XX XX

CEILING MOUNTED "EXIT" SIGNS W/ DIRECTIONAL ARROWS WHERE SHOWN

OCCUPANT LOAD SQUARE FOOTAGE

1 GL112.2

STAIR NO. 4 STAIR WIDTH/CAPACITY: 50" / 166 OCCS DOOR OPG WIDTH/CAPACITY: 46" / 230 OCCS

27 STAIR NO. 5 STAIR WIDTH/CAPACITY: 50" / 166 OCCS DOOR OPG WIDTH/CAPACITY: 34" / 170 OCCS

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

OCCUPANT LOAD FACTOR

EXIT LOCATION & NUMBER OF OCCUPANTS USING EXIT

OCCUPANT LOAD

1 HR RATED

(E) 1 HR RATED

FIRE EXTINGUISHER (E) FEC (E) CABINET

NON-RATED PARTITION

EGRESS PATH

OFFICE = 6 occs.

155 Occs.

43 Occs.

LIMITS OF ARCHITECTURAL WORK

EXISTING OCCUPANCY - A3

138 Occs.

(E) NON-OCCUPIED ROOF TERRACE

BREAK ROOM = 86 OCCS

43 Occs.

(E) 2 HOUR BUILDING SEPARATION FIRE WALL

SEAL D A RCH SE I E N A N McM TE H U T A

CT Y R RT

LI JO C N

48 Occs.

C23603

(E) NON-OCCUPIED ROOF TERRACE

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

Occupant Load = 138 Occs. (13,785 sf/100)

96 Occs. 2 Occs. DN DN

STAIR NO. 3 STAIR WIDTH/CAPACITY: 45" / 150 OCCS DOOR OPG WIDTH/CAPACITY: 46" / 230 OCCS

REQUIRED MIN. DOOR WIDTH: (96 x .15 = 14.4") < PROPOSED 36" DOOR WIDTH

7667 FOLSOM BLVD, SACRAMENTO, CA 95826

STAIR NO. 6 STAIR WIDTH/CAPACITY: 50" / 166 OCCS DOOR OPG WIDTH/CAPACITY: 46" / 230 OCCS

CORRIDOR = 7.3 Occs. (726 sf/100)

CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

156 Occs. 125 Occs. UP DN

150 Occs.

82 Occs.

124 Occs.

265 Occs. 183 Occs.

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

NURSING DEPARTMENT

R E

41 Occs.

(E) NON-OCCUPIED ROOF TERRACE

EXISTING OCCUPANCY - B

(E) NON-OCCUPIED ROOF TERRACE

EXISTING - NOT IN SCOPE

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

USE

83 Occs.

233 Occs.

28 Occs.

ISSUED

MECH EQUIP AREA

14 Occs.

MARK

DATE

DESCRIPTION

40 Occs.

STAIR NO. 1 STAIR WIDTH/CAPACITY: 72" / 240 OCCS DOOR OPG WIDTH/CAPACITY: N/A, OPEN STAIR

ACADEMIC TALENT SEARCH

DEPARTMENT OF PUBLIC HEALTH Occupant Load = 76 Occs. (7,565 sf/100)

Occupant Load = 28 Occs. (2,799 sf/100)

B STAIR NO. 2 STAIR WIDTH/CAPACITY: 47" / 156 OCCS DOOR OPG WIDTH/CAPACITY: 34" / 170 OCCS

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

NORTH CENTRAL INFO CENTER Occupant Load = 14 Occs. (1,355 sf/100)

EXIT ANALYSIS - OCCUPANT LOAD & EXIT WIDTH Total Occupant Load 2nd Floor: 922 AVAILABLE STAIR CAPACITY Total Existing Stair Width = 319” Total Existing Stair Capacity: 1,044 Total Occupant Load 2nd Floor: 927 (OK under capacity) DIFFERENCE OCC LOAD FOR STAIRS: 64 UNUSABLE CAPACITY, STAIR 5: 32 TOTAL CAPACITY UNDER, FLOOR: 64 occupants AVAILABLE DOOR CAPACITY Total Required Door Width - Enclosed Stairs 2-6 Occ Load at Doors: 922 total - 240 Stair 1 = 682 occupants Door Capacity: 206" / .2" = 1,030 Occupants TOTAL DOOR WIDTH - OK DOOR WIDTH AT EACH STAIR - OK

FOR COMPLIANCE 1. TOTAL OCCUPANT LOAD COUNT IS UNDER 1060. 2. REDISTRIBUTE OCCUPANT LOAD FOR MAXIMUM EXITING OCCUPANT LOAD AT EACH STAIR.

LIFE SAFETY FLOOR PLAN - LEVEL 2

TOTAL A-OCCUPANCY AT FOLSOM HALL

AGENCY

KEY PLAN

GROUND FLOOR 125 OCC 75 OCC 125 OCC 50 OCC 50 OCC 192 OCC at Seating Areas TOTAL: 617 A-OCCUPANTS

FILE NO: 34-CSUS

SECOND FLOOR 86 OCC TOTAL: 86 A-OCCUPANTS

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

NOTE: THERE ARE NO A-OCCUPANCY AT THE THIRD FLOOR

TOTAL A-OCCUPANCY FOR ENTIRE BUILDING = 703 OCCUPANTS < 1000 OCCUPANTS - OK PER IR F-1 EMERGENCY VOICE/ALARM COMMUNICATION SYSTEMS

FLS

DATE

TITLE

SCALE 1/16" = 1'-0" PLAN NORTH

4/25/2019 8:49:15 AM

016279.06 ?00.00.00? LIONAKIS 2015

LIFE SAFETY FLOOR PLAN LEVEL 2 SHEET

GL112

LIFE SAFETY LEGEND 1"

36 USE NAME

NW ROOF TERRACE 4

NW ROOF TERRACE 5

NON-OCCUPIED ROOF TERRACE. NOT INCLUDED IN OCCUPANCY CALCULATIONS. MAINTENANCE ONLY ACCESS. THESE DOORS TO BE LOCKED. FOR MAINTENANCE PERSONNEL ACCESS ONLY

XXX SF / XX XX

NW ROOF TERRACE 6

NON-OCCUPIED ROOF TERRACE. NOT INCLUDED IN OCCUPANCY CALCULATIONS

CEILING MOUNTED "EXIT" SIGNS W/ DIRECTIONAL ARROWS WHERE SHOWN

OCCUPANT LOAD SQUARE FOOTAGE

NON-OCCUPIED ROOF TERRACE. NOT INCLUDED IN OCCUPANCY CALCULATIONS

27 BREAKROOM

THESE 2 DOORS TO BE LOCKED. FOR MAINTENANCE ONLY ACCESS.

1,286 SF/ 15 86

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

OCCUPANT LOAD FACTOR

EXIT LOCATION & NUMBER OF OCCUPANTS USING EXIT

OCCUPANT LOAD

1 HR RATED

(E) 1 HR RATED

98 Occs. FIRE EXTINGUISHER (E) FEC (E) CABINET

NON-RATED PARTITION

EGRESS PATH

ASC

FT OFFICE

CONF/BREAK

263 SF/ 100 3

173 SF/ 100 2

182 SF/ 100 2

316 SF/ 15 21

(E) PH

FT OFFICE

EXIT SEPARATION FOR CLINIC ADMIN. DEPARTMENT ACCEPTABLE PER 2016 CBC 1007.1.1, 1-2 (GREATER THAN (1/3 x 187.5' = 63'))

91 SF/ 100 1

67 SF/ 100 1

PT OFFICE

124 SF/ 100 2

153 SF/ 100 2

165 SF/ 100 2

193 SF/ 100 2

CHAIR OFFICE

SEAL

CORRIDOR

PT OFFICE

2 OCCUPANTS PER TABLE

FIXED COMPUTER TABLES TO WALL

". -6 ' 7 18

REMOTE LOCATION TO STAIR NO.4 = 145'-0" MAX TRAVEL DISTANCE FOR B OCCUPANCY CBC 1017.1= 300'-0"

113 SF/ 7 16

212 SF/ 50 4

EXIT

CORRIDOR LENGTH ACCEPTABLE PER 2016 CBC 1020.4, 2 (LESS THAN 50')

CORRIDOR

206 SF/ 20 11

PROJECT

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

EXIT ROUTE SIGN

AUDIO LAB CONSULT 214 SF/ 50 5

AUDIOLOGY LAB 185 SF/ 20 10

2 14

CORRIDOR

35 CLINIC COORD.

SUPPLY

THERAPY PREP CLINC SCHEDULER

183 SF/ 100 2

CLIENT

TELECOM

OBSERVATION 365 SF/ 50 8

GENDER NEUTRAL RESTROOM

ELEC/TELE

JAN.

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

CORRIDOR 2

137 SF/ 50 3

WOMEN'S RESTROOM

MEN'S RESTROOM

EXIT SEPARATION ACCEPTABLE PER 2016 CBC 1007.1.1, 1-2 (GREATER THAN (1/3 x 205' = 69'))

229 SF/ 100 2

AUXILLARY OBSERVATION

7667 FOLSOM BLVD, SACRAMENTO, CA 95826

96 Occs. EXIT ROUTE SIGN *(E) FEC

FILE & CONF

CORRIDOR

609 SF/ 300 2

274 SF/ 100 3

NON-OCCUPIED MECHANICAL TERRACE. NOT INCLUDED IN OCCUPANCY CALCULATIONS.

*(E) FEC

8'8" .

215 SF/ 100 2

EN . 08 - 3 1 - 1 O F OF CAL I

AUDIOLOGY LAB

180 SF/ 20 9

NET AREA = 784 SF FLOOR AREA = 1074 SF TOTAL OCCUPANTS = 39

R E

AUDIOLOGY LAB

784 SF/ 20 39

276 SF/ 100 3

C23603

CLOS.

AUDIO LAB TEST BOOTH

CLINICIAN COMPUTER CLASSROOM

WAITING AREA

D A RCH SE I E N A N McM TE H U T A

195 SF/ 100 2

CT Y R RT

208 SF/ 100 2

212 SF/ 100 2

FT OFFICE

CORRIDOR

FT OFFICE

CLASSROOM 739 SF/ 20 41

THESE DOORS TO BE LOCKED. MAINTENANCE ONLY ACCESS.

GRAD COORD.

CORRIDOR SERV CLOS.

44 Occs. EXIT ROUTE SIGNAGE

*(E) FEC

100 SF/ 7 12

159 SF/ 100 2

NON-OCCUPIED ROOF TERRACE. NOT INCLUDED IN OCCUPANCY CALCULATIONS

MAINTENANCE ONLY ACCESS. DOOR TO BE LOCKED

192 SF/ 100 2

NW ROOF TERRACE 3

NON-OCCUPIED ROOF TERRACE. NOT INCLUDED IN OCCUPANCY CALCULATIONS

EXISTING OCCUPANCY - A3

NON-OCCUPIED ROOF TERRACE. NOT INCLUDED IN OCCUPANCY CALCULATIONS.

LIMITS OF ARCHITECTURAL WORK

NW ROOF TERRACE 2

COPY/MAIL

SERV DESK WAITING

FT OFFICE

NW ROOF TERRACE 1

OPEN OFFICE

LI JO C N

NOTE: FOR EXISTING AREAS NOT IN SCOPE, SEE CSFM #18-34-03-001

EXISTING OCCUPANCY - B

21 11

166 SF/ 100 2

EXISTING - NOT IN SCOPE

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

(E) PH

STAIR NO. 2 DN

STORAGE

165 SF/ 100 2

166 SF/ 100 2 ISSUED

156 Occs.

MARK

OBVS. CLOS.

DATE

DESCRIPTION

*(E) FEC 150 Occs.

NW ROOF EQUIP

CORRIDOR

STAIR NO. 3

THERAPY

118 SF/ 100 2

117 SF/ 100 2

116 SF/ 100 2

151 SF/ 100 2

8 Occ.

376 SF/ 7 37

*(E) FEC

CORRIDOR 40

143 Occs.

EXIT ROUTE SIGN

CORRIDOR

124 Occs.

233 Occs.

With tables & chairs 115 SF / 15 = 8 Occs

WAITING

258 SF/ 100 3

265 Occs.

STAIR EXIT SIGN

ELEV NO.1

RECEPTION

3 B

143

EXIT ROUTE SIGN

*(E) FEC 143 Occs.

STAIR EXIT SIGN

7 Occ.

CORRIDOR LENGTH ACCEPTABLE PER 2016 CBC 1020.4, 2 (LESS THAN 50')

STAIR NO.1 LOBBY

17 Occs

ELEV NO.2

978 SF/

*(E) FEC MANAGEMENT

CORRIDOR THERAPY

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

121 SF/ 100 2

THERAPY 114 SF/ 100 2

THERAPY

114 SF/ 100 2

121 SF/ 100 2

114 SF/ 100 2

113 SF/ 100 2

121 SF/ 100 2

114 SF/ 100 2

113 SF/ 100 2

121 SF/ 100 2

COMPUTER LAB

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

784 SF/ 20 40

CORRIDOR SW ROOF EQUIP NON-OCCUPIED MECHANICAL TERRACE. NOT INCLUDED IN OCCUPANCY CALCULATIONS.

AGENCY FLOOR AREA = 1045 SF

GROUP THERAPY

LG THERAPY

280 SF/ 15 19

278 SF/ 15 19

187 SF/ 15 13

180 SF/ 15 12

188 SF/ 15 13

19 *(E) FEC

19 42

CORRIDOR

NET AREA (NET W/ FIXED COMP TABLES) = 784 SF

2 OCCUPANTS PER FIXED TABLES

KEY PLAN

TOTAL OCCUPANTS WITH PROPOSED FIXED COMPUTER TABLES = 37

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

CLASSROOM VOICE / ENDOSCOPY 509 SF/ 15 34

CLASSROOM NEUROSERV ALLIANCE 652 SF/ 15 44

CLASSROOM LANGUAGE LITERACY 620 SF/ 15 42

A NOTE: FOR EXISTING AREAS NOT IN SCOPE, SEE CSFM #18-34-03-001

FLS

DATE

TITLE

PLAN NORTH

4/25/2019 8:49:47 AM

016279.06 ?00.00.00? LIONAKIS 2015

PLAN NORTH

PARTIAL LIFE SAFETY FLOOR PLAN - LEVEL 2 SHEET

PARTIAL LIFE SAFETY FLOOR PLAN - LEVEL 2 SCALE 1/8" = 1'-0"

GL112.2

4. 5. 6. 7.

1'-0"

18" MIN CLR @ INTERIOR DOOR

24" MIN CLR @ EXTERIOR DOOR

PUSH SIDE

CLEAR OPENING

32" MIN 44" MIN

48" MIN IF DOOR HAS A LATCH AND CLOSER

PULL SIDE

PUSH SIDE

'X'

80" MIN 'X'

1/2" MAX

LI JO C N

AT DOOR

0520_09_FLOORING TRANSITION_01 170614. Q2

CONVENIENC E WALL OUTLET

FINISHED FLOOR

ACCESSIBLE MOUNTING HEIGHT REQUIREMENTS 0500_08_ACCESSIBLE MOUNTING HEIGHT REQUIREMENTS_01 170614. Q2

1/2" = 1'-0"

DOOR OTHER THAN SLIDING DOOR IN ACCESSIBLE PATH OF TRAVEL

PUSH SIDE

ACCESSIBLE DOOR SURFACE REQUIREMENT 0500_08_ACCESSIBLE DOOR SURFACE REQUIREMENTS_01 170614. Q2

3" = 1'-0"

IA N

1/4" MAX

CLIENT

FOR TEXT SIZE AND MOUNTING HEIGHT

6" = 1'-0"

THERMOSTAT

KICK PLATE

NOTES: PROVIDE EXIT SIGNAGE PER: CBC 1011, 11B-216, 11B-703

BELOW CEILING

AT WINDOW

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

ASSISTIVE LISTENING SIGN 1/4" = 1'-0"

0570_10_ASSISTIVE LISTENING SIGNAGE_01 170614. Q2

ISSUED

IN NEW CONSTRUCTION, ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE ACCESSIBLE TO THE DISABLED. 2. IN EXISTING BUILDINGS WHERE NOT ALL ENTRANCES ARE ACCESSIBLE, ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 3. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES IN WIDTH, AND NOT LESS THAN 80 INCHES IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR WIDTH THE DOORWAY IS NOT LESS THAN 32 INCHES. 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE PART OF AN ACCESSIBLE ROUTE OR SPACE, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS. OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 5. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES MINIMIUM AND 44 INCHES MAXIMUM ABOVE THE FLOOR. 6. THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR A PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60 INCHES IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48 INCHES OPPOSITE THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE FACE OF THE DOOR IN THE CLOSED POSITION. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH LATCH SIDE APPROACH AND 36 INCHES FOR DOORS REQUIRING HINGE SIDE APPROACH. 7. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 8. THE BOTTOM 10 INCHES OF ALL DOORS (EXCEPT AUTOMATIC AND SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST. 9. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR OR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY NOT EXCEED 15 LBS. 10. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP IS IDENTIFIED BY A TACTILE SIGN THAT STATES "EXIT STAIR DOWN," "EXIT RAMP DOWN," "EXIT STAIR UP," OR "EXIT RAMP UP" AS APPROPRIATE. EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE." EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH DOOR THROUGH A HORIZONTAL EXIT IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "TO EXIT."

MARK

DATE

DESCRIPTION

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

016279.06 ?00.00.00? LIONAKIS 2015

AGENCY

CLEAR FLOOR SPACE FOR WHEELCHAIRS

44" MIN

HINGE APPROACH DOOR CLEARANCES, TYP

18" X 18" MIN CLEAR FLOOR SPACE TO BE PROVIDED CENTERED ON SIGNAGE

WHERE A TACTILE SIGN IS PROVIDED AT DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT EACH LATCH WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THEN THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF A DOUBLE DOOR, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE TACTILE SIGNS TO BE MOUNTED AT 60" ABOVE THE FLOOR TO THE CENTER OF THE SIGN PROVIDED THAT BASED ON THE SIGN CONTENT THE RAISED CHARACTERS ARE 60" MAXIMUM TO THE BASELINE OF THE HIGHEST RAISED CHARACTER AND 48" MINIMUM TO THE BASELINE OF THE LOWEST RAISED CHARACTER OR BRAILLE

60" MIN

2. 3.

EXIT ROUTE EXIT ROUTE

NOTE : DOOR CLOSERS, IF PRESENT, MUST BE SET SO THAT IT TAKES DOOR AT 1. LEAST 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90 DEGREES TO 12 DEGREES FROM THE LATCH PER 11B-404.2.8.1.

TYPE 2 LOCATE AT EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY, AND EACH DOOR THAT LEADS TO A GRADE LEVEL EXIT BY MEANS OF EXIT ENCLOSURE OR EXIT PASSAGEWAY.

1. 2. 3. 4.

FORCE REQUIRED TO OPERATE DOOR SHALL BE 5 LBS MAXIMUM PRESSURE AT INTERIOR AND EXTERIOR DOORS AND 15 LBS MAXIMUM TO OPERATE AT FIRE DOORS WHERE ALLOWED BY THE AHJ PER CBC 11B-404.2.9.

LOCATION PER

4 G-111

PUSH SIDE PULL SIDE LATCH APPROACH DOOR CLEARANCES, TYP NOTE: AREA MUST NOT EXCEEED A SLOPE OF 2% IN ANY DIRECTION

ACCESSIBLE DOOR CLEARANCES 1/2" = 1'-0"

0540_08_ACCESSIBLE DOOR CLEARANCES_01 170614. Q2

ACCESSIBLE DOOR CLOSER REQUIREMENTS 1/2" = 1'-0"

0540_08_ACCESSIBLE DOOR CLOSER REQUIREMENTS_01

TYP

6 G-111

TYP

EXIT SIGNS 1/2" = 1'-0"

MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30 INCHES BY 48 INCHES. MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT, UNLESS RESTRICTED BY CODE. FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME ELEMENTS AS ALLOWED BY CODE. PROVIDE A MINIMUM CLEAR SPACE 60 INCHES WIDE AT ALCOVES GREATER THAN 15 INCHES DEEP AND DESIGNED FOR SIDE APPROACH. PROVIDE A MINIMUM CLEAR SPACE 36 INCHES WIDE AT ALCOVES GREATER THAN 24 INCHES DEEP AND DESIGNED FOR FRONT APPROACH.

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

DATE

HAZARDOUS AND PROJECTING OBJECTS

CHARACTERS AND BRAILLE PER

SIGN LOCATION 0570_10_LOCATION OF TACTILE SIGNS AT DOORS_01 170614. Q2

HAND ACTIVATED DOOR OPENING HANDLE AND HARDWARE. PER CBC 11B-404.2.7 & 11B-309.4

48" MIN IF DOOR HAS A CLOSER

1/2" = 1'-0"

34"- 44"

1/2" MAX

60" MIN

CLEAR OPENING

SEE

FLOORING TRANSITION

FIRE ALARM

DOOR HANDLE/ PANIC HARDWARE WHERE OCCURS

24" MIN

EN . 08 - 3 1 - 1 O F OF CAL I

7667 FOLSOM BLVD, SACRAMENTO, CA 95826

3 G-111

4'-0"

32" MIN

R E

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

ENTRANCES AND DOORS:

FRONT APPROACH DOOR CLEARANCES, TYP

NOTES: 1.

PROJECT

18" MIN

D A RCH SE I E N A N McM TE H U T A

C23603

MAX

12°

MAXIMUM HEIGHT AT LEVEL CHANGE WITH NO TRANSITION

SWITCHES

5'-0"

0570_10_DIRECTIONAL AND INFORMATIONAL 170614. SIGNS_01 Q1 NO WALL MOUNTED PROTRUDING OBJECTS MORE THAN 3" BEYOND FACE OF WALL AT SIGN LOCATION

1/2" = 1'-0"

CLEAR SPACE FINISH ELEVATION TO MATCH FINISH FLOOR ELEVATION AT DOOR PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPED WITH A LATCH AND A CLOSER

32" MIN

ASSISTIVE LISTENING SYSTEM AVAILABLE _______

DEVICE CALCULATIONS PROVIDED ON SIGNAGE PLAN, ALS REQUIRED AT ALL ASSEMBLY AND CONFERENCE AREAS

WHERE AN OBSTRUCTION IS MORE THAN 8", PROVIDE THE NOTED CLEAR SPACE

DIRECTIONAL AND INFORMATIONAL SIGNS

SEAL

13"

SMOOTH, UNINTERRUPTED SURFACE

21 feet (6401 mm) and greater

3 inches (76 mm), plus 1/8 inch (3.2 mm) per foot (305 mm) of viewing distance above 21 feet (6401 mm)

0500_08_ACCESSIBLE DOOR HARDWARE REQUIREMENTS_01 170614. Q2

1" = 1'-0"

18" MIN UON

3 inches (76 mm)

0570_10_SIGNAGE FOR FUNCTIONAL ROOMS AND SPACES_01 170614. Q2

1/4" = 1'-0"

ACCESSIBLE DOOR HARDWARE REQUIREMENTS

UNOBSTRUCTED

Less than 21 feet (6401 mm)

PERMANENT ROOM IDENTIFICATION SIGNS

48" MAX

2 inches (51 mm), plus 1/8 inch (3.2 mm) per foot (305 mm) of viewing distance above 180 inches (4572 mm)

TYP

34" MIN

180 inches (4572 mm) and greater

MAX

"AT MAIN LOBBY BEHIND SECURITY DESK"

MAXIMUM HEIGHT AT SLOPED LEVEL CHANGE

2. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN ACCESSIBLE ROUTE, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION.

44" MAX

2 inches (51 mm)

HAND-ACTIVATED DOOR OPENING 1. HARDWARE, HANDLES, PULLS, LATCHES. LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING. TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE.

PUSH

36" MIN

Less than 180 inches (4572 mm)

2 1

SIGN NOT REQUIRED TO BE PROVIDED AT A DOOR, BUT MUST BE POSTED AT A PROMINENT LOCATION NEAR THE ASSEMBLY AREA / CONFERENCE ROOM ENTRANCE. SEE SIGNAGE PLAN FOR LOCATIONS

1/4" MAX

6 CHARACTERS AND BRAILLE PER G-111

PULL SIDE

72 inches (1829 mm) and greater

5/8 inch (15.9mm), plus 1/8 inch (3.2 mm) per foot (305 mm) of viewing distance above 72 inches (1829 mm)

0530_00_PROTRUDING OBJECTS_01

1/2" = 1'-0"

MAXIMUM HEIGHTS AT ALL THRESHOLDS

MIN

PER CHART BELOW

5/8 inch (15.9 mm)

LEVER

NOTES: 1. VERIFY ROOM NAMES W/ ARCHITECT BEFORE FABRICATION 2. MOUNTED TO WALL PER SPECIFICATIONS 3. CENTER CHARACTERS AND BRAILLE 4. IF SIGN TACTILE CHARACTERS ARE NOT CENTERED, CLEAR FLOOR AREAS NEED TO BE ADJUSTED. SEE DETAIL 20

54" MIN

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

Greater than 120 inches (3048 mm)

Less than 72 inches (1829 mm)

CARPET WILL NOT EXCEED 1/2" HIGH PILE WHERE INSTALLED CARPET TO BE PERMANENTLY AND SECURELY AFFIXED TO FLOOR

LOOP

CLEAR OPENING

40" MIN

Greater than 70 inches (1778 mm) to less than or equal to 120 inches (3048 mm)

MINIMUM CHARACTER HEIGHT

SHOW ALL LINES CENTERED

PROTRUDING OBJECTS

CORRESPONDING BRAILLE

48" AFF MIN BOT OF LOWEST LINE OF BRAILLE

HORIZONTAL VIEWING DISTANCE

FINISHED FLOOR

NOTES:

18" MIN

A. DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW: 0.395 TO 0.400 B. DISTANCE BETWEEN TWO DOTS IN THE SAME CELL : 0.100, MEASURED CENTER TO CENTER C. DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS: 0.300 D. SINGLE BRAILLE CELL E. BLANK CELL SPACE BETWEEN WORDS F. BASE DIAMETER: 0.059 TO 0.063 G. NO RAISED DOT, BLANK CELL SPACE BETWEEN WORDS

PROVIDE CANE DETECTABLE ELEMENT IF 'P' > 4" AND 'X' > 27"

CT Y R RT

234

BOT OF HIGHEST LINE OF RAISED CHARACTERS

CHARACTERS AND THEIR BACKGROUND MUST HAVE A NON-GLARE FINISH CHARACTERS MAY BE UPPERCASE, LOWERCASE, OR A COMBINATION OF BOTH CHARACTERS MUST BE SANS SERIF; WITHOUT ITALICS, SCRIPT, OR OTHER DECORATIVE OR UNUSUAL FORMS CHARACTERS MUST BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE "O" IS 60-110% OF THE HEIGHT OF THE UPPERCASE "T". FLOOR PLANS PROVIDING EMERGENCY INFORMATION DO NOT NEED TO COMPLY WITH THIS REQUIREMENT CHARACTERS MUST BE SELECTED FROM FONTS WHERE THE STROKE THICKNESS OF THE UPPERCASE "I" IS 10-20% OF THE HEIGHT OF THE LETTER CHARACTER SPACING, MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, MUST BE 10-35% OF THE CHARACTER HEIGHT SPACING BETWEEN BASELINES OF MULTI-LINE TEXT MUST BE 135-170% OF THE CHARACTER HEIGHT TEXT MUST BE IN A HORIZONTAL FORMAT TEXT MUST MEET THE FOLLOWING HEIGHT REQUIREMENTS FOR VIEWING DISTANCE: TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT

HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER 40 inches (1016 mm) to less than or equal to 70 inches (1778 mm)

4" MAX IF 'X' > 27"

8. 9.

BRAILLE SHALL BE PER CBC 11B-703.3 INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: DISTANCES IN INCHES, MIN TO MAX.

A. CHARACTERS SHALL BE RAISED 1/32" MINIMUM ABOVE THEIR BACKGROUND. B. CHARACTER HEIGHT SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH BASED ON THE UPPERCASE "I". C. CHARACTERS SHALL BE SEPARATED FROM ANY RAISED BORDER OR DECORATIVE ELEMENT BY 3/8" D. CHARACTER FONT PROPORTION WITH THE UPPERCASE 'O' WIDTH BEING 60 PERCENT MINIMUM TO 110 PERCENT MAXIMUM THE HEIGHT OF THE UPPERCASE 'I'. E. CHARACTER STROKE THICKNESS OF THE UPPERCASE 'I' SHALL BE 15 PERCENT MAXIMUM THE HEIGHT OF CHARACTER. F. CHARACTER THAT ARE RECTANGULAR IN CROSS SECTION SHALL BE A 1/8" MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. G. RAISED CHARACTERS SHALL HAVE EASED EDGES.

NOTES: 1. PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. 2. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. PROVIDE 18" SQUARE CLEAR FLOOR AREA AT TACTILE SIGNS. 3. SIGNS AND IDENTIFICATION SHALL BE FIELD INSPECTED AFTER INSTALLATION AND APPROVED BY THE ENFORCING AGENCY, IN ACCORDANCE WITH SECTION 11B-703.1.1.2 "INSPECTION" AS 9" 9" REQD CLR FLR SPACE REQD CLR FLR SPACE REQD RAISED CHARACTERS (ROOM NAME AND NUMBER) 60" AFF MAX

DIRECTIONAL AND INFORMATIONAL SIGNS THAT ARE NOT REQUIRED TO HAVE TACTILE/BRAILLE CHARACTERS SHALL COMPLY WITH THE FOLLOWING:

BRAILLE REQUIREMENTS AND LEGEND:

PROTRUDING OBJECT

?DRS TRACKING NUMBER? ?YYMMDD?. Q1

F.F.

'P'

BOT OF LOWEST LINE OF BRAILLE

6" = 1'-0"

234

48" AFF MIN BOT OF LOWEST LINE OF BRAILLE

ACCESSIBLE TACTILE SIGN REQUIREMENTS

CONTRACTED GRADE 2 BRAILLE AT WALL SIGN

RAISED CHARACTER REQUIREMENTS AND LEGEND:

3" MIN

0570_10_ STANDARD SYMBOLS_01 170614. Q1

SIGN SIZE BASED ON TEXT SIZE REQUIREMENTS

1. 2.

BOT OF HIGHEST LINE OF RAISED CHARACTER S 48" AFF MIN

1/8" BACKPLATE AT WALL SIGN

BRAILLE TO BE CONTRACTED GRADE 2, AND DOT HEIGHT TO BE 0.025 TO 0.037. DOTS MUST BE DOMED OR ROUNDED. DOTS INDICATING UPPERCASE LETTER OR LETTERS MUST ONLY BE USED AT THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND/OR ACRONYMS.

STANDARD SYMBOLS

FONT: DIN-PRO TEXT COLOR: WHITE

MATERIAL: 1/4" NONGLARE PLEX COLOR: BLACK

DIRECTIONAL AND INFORMATIONAL SIGN

60" AFF MAX 3/8"-1/2"

3/8"

1/32" RAISED TEXT AT WALL SIGN

2201A

INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS

1/2" = 1'-0"

VOLUME CONTROL TELEPHONE

INTERNATIONAL SYMBOL OF TTY

4/25/2019 8:48:51 AM

7/16"

3/4"

AUDIOLOGY

10" MIN - FULL WIDTH OF DOOR

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA)

E D A

RAISED CHARACTERS SHALL BE UPPERCASE, SANS-SERIF, HORIZONTAL FORMAT, WITH FONTS PER CBC 11B-703.2

1 1/2".

ALL SYMBOLS TO CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND BLUE TO APPROXIMATE FS15090 IN FEDERAL STANDARD 595C ALTERNATE COLORS MAY BE USED IF APPROVED BY THE AUTHORITY HAVING JURISDICTION, BUT CONTRAST MUST REMAIN - EITHER DARK ON LIGHT OR LIGHT ON DARK SEE SIGNAGE PLAN AND SPECIFIC SIGN DETAILS FOR SIZES AND APPLICATION

1. 2. 3.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

B B

RAISED CHARACTERS AND SIGN FIELD TO HAVE NON-GLARE FINISH.

6 1/2"

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

?DRS TRACKING NUMBER? ?YYMMDD?. Q1

OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27 INCHES AND 80 INCHES ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27 INCHES ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREE-STANDING OBJECTS MOUNTED ON POSTS / PYLONS MAY OVERHANG 12 INCHES MAXIMUM FROM 27 INCHES TO 80 INCHES ABOVE THE GROUND OR FINISHED FLOOR. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM OF THE OBSTRUCTION.

TITLE

ACCESSIBILITY REQUIREMENTS

DISCREPANCIES 1.

THE INFORMATION DEPICTED ON THIS SHEET REPRESENT BUILDING CODE REQUIREMENTS. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ON THIS PROJECT THAT WOULD CREATE A CONFLICT WITH THE PLANS OR ACCESS REQUIREMENTS.

ACCESSIBLE ROUTE NOTES 1/2" = 1'-0" 0500_00_ACCESSIBLE Q1 PATH OF TRAVEL NOTES_01.

SHEET

G-111

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLOOR PLAN LEGEND 1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

EXISTING, NOT IN SCOPE

LIMITS OF ARCHITECTURAL WORK

SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CAL I

R E

ST T

C23603

PROJECT

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

AREA A

ISSUED

MARK

DATE

DESCRIPTION

DN DN

UP DN

AREA B

MANAGEMENT

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

I AGENCY

1 A-112A

KEY PLAN

FLOOR PLAN - LEVEL 2 - OVERALL IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

SCALE 1/16" = 1'-0"

FLS

DATE A

TITLE

PLAN NORTH

4/25/2019 8:48:09 AM

016279.06 ?00.00.00? LIONAKIS 2015

FLOOR PLAN LEVEL 2 OVERALL SHEET

A-112

GENERAL NOTES - DEMOLITION 7

SERV DESK WAITING 2401

2400

1. THE INTENT OF THE CONSTRUCTION DOCUMENTS IS THAT THE WORK OF ALTERATION, REHABILITATION OR RECONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND ENFORCEMENT AGENCIES. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONSTRUCTION DOCUMENTS, WHEREIN THE PROJECT WORK WILL NOT COMPLY WITH APPLICABLE CODES AND/OR ENFORCEMENT AGENCIES, THE CONTRACTOR(S) SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR OWNER’S REPRESENTATIVE IN WRITING UPON DISCOVERY. A CONSTRUCTION CHANGE DOCUMENT (CCD), OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REMEDIAL REQUIRED WORK SHALL BE SUBMITTED TO, AND APPROVED BY, THE APPLICABLE ENFORCEMENT AGENCIES PRIOR TO THE CONTRACTOR(S) PROCEEDING WITH THE WORK.

SERV DESK WAITING 2401

CORRIDOR

2400

CORRIDOR

2316

PT OFFICE

2306B

SERV CLOS.

SERV CLOS. MB1

2401A

2604

2401A

0S3A U

CLASSROOM

PT OFFICE

2604

2306A 0S3A V 0S3A

PT OFFICE

CLASSROOM

2306A

2604

0S3A

8'-5"

CLOS. 2308A

E AUDIO LAB TEST BOOTH 2305A

AUDIOLOGY LAB

2601

2602

0S3A U

CLOS. AUDIO LAB TEST BOOTH

0S3A V 11'-4 3/4"

0S3A V 11'-4"

17'-2"

2601

AUDIOLOGY LAB

AUDIOLOGY LAB 2601 8'-5"

7 A-531

0S3A U

2305

2602 8'-5"

8'-5"

2305

3 A-531

CORRIDOR 2309

35/16" 5/16"

2309

CORRIDOR

2404K

AUXILLARY OBSERVATION

2320

STAIR NO. 2

STORAGE

2304B

2304

2504 DN

2319

3. WHERE DEMOLITION WORK IS REFERENCED WITHIN THE CONSTRUCTION DOCUMENTS, THIS SHALL MEAN DEMOLITION OF ANY/ALL PARTS OF THE ASSOCIATED ASSEMBLY, IN ITS ENTIRETY, TO BE DEMOLISHED.

2603

CORRIDOR

OBSERVATION

2. THE CONTRACTOR(S) SHALL FIELD VERIFY ALL EXISTING CONDITIONS WHICH ARE INCLUDED AS A PART OF THE WORK, AND WHICH SHALL REMAIN. CONTRACTOR(S) SHALL IDENTIFY ANY EXISTING DAMAGED CONDITIONS OR ASSEMBLIES TO THE ARCHITECT AND/OR OWNER’S REPRESENTATIVE PRIOR TO CONSTRUCTION. CONTRACTOR(S) SHALL PATCH, REPAIR AND RE-FINISH ANY/ALL EXISTING AFFECTED CONDITIONS AND/OR ASSEMBLIES WHICH ARE TO REMAIN AS PART OF THE WORK TO MATCH THE EXISTING CONSTRUCTION AND FINISHED APPEARANCE OF THE EXISTING ADJACENT CONSTRUCTION TO REMAIN, OR ANY/ALL NEW WORK WHICH ABUTS OR IS DIRECTLY ADJACENT TO THE LOCATIONS OR ASSEMBLIES.

2603

J 2602

AUDIOLOGY LAB AUDIOLOGY LAB

AUDIO LAB CONSULT

2603

AUDIO LAB CONSULT

2308A

2305A 19'-2 5/8"

2'-1" FOF

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

OBSERVATION 2319

OBVS. CLOS.

2322

STAIR NO. 2

STORAGE

2504

2304B

2304

4. CONTRACTOR(S) SHALL PROTECT ANY/ALL EXISTING CONSTRUCTION AND/OR EQUIPMENT WHICH IS TO REMAIN IN PLACE DURING THE PERFORMANCE OF THE WORK. 5. THE CONTRACTOR(S) SHALL PROVIDE TEMPORARY BARRICADES OR PARTITIONS AS REQUIRED TO ISOLATE DEMOLITION AND/OR CONSTRUCTION OF THE WORK FROM OCCUPIED SPACES. PROVIDE A SAFE MEANS OF EGRESS THROUGH AND/OR AROUND THE BUILDING AND SITE PER APPLICABLE CODES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. MINIMIZE DISRUPTION TO ADJACENT AREAS TO THE GREATEST EXTENT POSSIBLE. 6. CONTRACTOR(S) SHALL PROVIDE DUST CONTROL BETWEEN CONSTRUCTION AREAS AND OCCUPIED AREAS AT ALL TIMES.

1. ARCHITECTURAL DIMENSIONS ARE TO FACE OF STUDS OR CENTERLINE OF COLUMN GRIDS UNLESS OTHERWISED NOTED. 1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

2. LOCATE DOOR JAMBS 4" AWAY FROM ADJACENT WALL UNLESS OTHERWISED DIMENSIONED. 3. KEY NOTED WALL TYPES SHALL EXTEND FROM CORNER TO CORNER, FULL LENGTH OF WALL UNLESS OTHERWISED NOTED. 4. FOR SYMBOLS LEGEND, SEE SHEET G-001 5. FOR CASEWORK DETAILS, SEE SHEET A-561 6. FOR INTERIOR ELEVATIONS, SEE SHEET A-221 7. FOR WALL TYPES, WALL SCHEDULE, WALL FRAMING AND BLOCKING REQUIREMENTS, SEE SHEETS A-531, A-532, AND A-533 8. FOR DOOR SCHEDULE, SEE SHEET A-541 9. FURNITURE SHOWN ARE FOR REFERENCE ONLY. NOT IN SCOPE 10. A MINIMUM OF 72 HOUR NOTICE IS REQUIRED FOR ANY TESTING AND/OR INSPECTION

FLOOR PLAN LEGEND 1S4A J PARTITION TYPE INDICATOR

KEYNOTE INDICATOR

DOOR OPENING IDENTIFIER

101A PLAN NORTH

PLAN NORTH & TRUE NORTH INDICATOR SEAL

ROOM NAME

D A RCH SE I E N A N McM TE H U T A

ROOM NAME AND NUMBER

2001A

CT Y R RT

OBVS. CLOS.

GENERAL NOTES - FLOOR PLAN

LI JO C N

2323

ELEV NO.1

0S3A

2204

ELEV NO.1

101

MB2

101

STAIR NO.1

LOBBY

2404J

LOBBY

2404J

1000

0S3A U

1000

8. IN AREAS OF DEMOLISHED FLOOR AND WALL FINISHES, CONTRACTOR SHALL BE RESPONSIBLE TO FULLY REMOVE ALL EXISTING CONSTRUCTION MATERIAL, INCLUSIVE OF ADHESIVES AND/OR MECHANICAL FASTENERS AND CERAMIC TILE MORTAR BED. CONTRACTOR SHALL PREP ALL SURFACES TO ACCOMMODATE FINISHES (INCLUDING MECHANICAL ABRADING OF EXISTING SURFACES AND FILLING OF HOLES, WITH APPROPRIATE MATERIALS, AS NECESSARY. 9. ALL EXISTING, TO REMAIN FINISHES, TO BE PROTECTED AS NECESSARY DURING CONSTRUCTION.

CORRIDOR

COMPUTER LAB

2315

2204

COMPUTER LAB 2204

FLOOR PLAN LEGEND

R E

EXISTING, NOT IN SCOPE

EN . 08 - 3 1 - 1 O F OF CAL I

CORRIDOR

3 A-531

CORRIDOR

7 A-531

C23603

7. CONTRACTOR(S) SHALL MINIMIZE CONSTRUCTION NOISE TO A LEVEL ACCEPTABLE TO BOTH THE OWNER, AND AS REQUIRED BY ANY LOCAL JURISDICTIONS SURROUNDING THE PROJECT SITE. SCHEDULING OF TASKS CREATING EXCESSIVE NOISE, OR ADJACENT TO NOISESENSITIVE AREAS, SHALL BE CAREFULLY COORDINATED AND SCHEDULED WITH THE OWNER’S REPRESENTATIVE.

PROJECT

MB1

8'-0" W x 4'-0" H WHITE MARKERBOARD, PROVIDE BACKING PER DETAIL

MB2

4'-0" W x 4'-0" H WHITE MARKERBOARD, PROVIDE BACKING PER DETAIL

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

1 A-533

7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

GENERAL NOTES - CEILING

10. REFER TO DOOR AND FRAME SCHEDULES FOR REFERENCED FRAMED OPENINGS AND REQUIRED DEMOLITION IN EXISTING WALLS TO ACCOMMODATE FRAMED OPENINGS.

1. ALL CEILING GRID LAYOUTS FROM THE CENTER OF THE ROOM, FULL TILE FROM ROOM CORNER, UNLESS NOTED OTHERWISE.

11. DEMOLITION KEYNOTE ARE FOR REFERENCE AS AN OVERALL LIST. NOT ALL DEMOLITION NOTES LISTED ARE APPLICABLE TO EACH SHEET. REFER TO SPECIFIC DEMOLITION PLANS FOR NOTES THAT APPLY.

CEILING PLAN LEGEND

CORRIDOR 2315

8'-5"

MECHOSHADES, SP1, SEE DETAIL

4 A-551

ISSUED

12. PROVIDE SAFEGUARDS FOR CONSTRUCTION, ALTERATIONS, AND DEMOLITION OPERATIONS TO PROVIDE REASONABLE SAFETY TO LIFE AND PROPERTY FROM FIRE DURING SUCH OPERATIONS PER COMPLIANCE WITH "FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION" IN ACCORDANCE WITH 2016 CALIFORNIA BUILDING CODE, CALIFORNIA FIRE CODE CHAPTER 33, AND CALIFORNIA CODE OF REGULATIONS TITLE 19, DIVISION 1

MARK

DATE

DESCRIPTION

CEILING HEIGHT

8'-5"

(E) 24" X 48" ACT SYSTEM

DEMO LEGEND

24" X 48" ACT SYSTEM, FOR DETAILS SEE SHEET A-551

PARTIAL FLOOR PLAN - LEVEL 2 - AREA A & B

SCALE 1/8" = 1'-0"

REMOVE (E) INTERIOR PARTITION

AD02

REMOVE (E) INTERIOR DOOR AND FRAME

AD03

REMOVE (E) 2X2 CEILING GRID

AD04

REMOVE (E) 2X2 LIGHT FIXTURE

(E) CEILING MOUNTED EXIT SIGN MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

016279.06 ?00.00.00? LIONAKIS 2015

24" X 48" RECESSED LIGHT FIXTURE AGENCY

AUDIOLOGY LAB 2603

AUDIO LAB CONSULT

CEILING MOUNTED PROJECTION SCREEN BY OTHERS, NIC. CONTRACTOR TO PROVIDE CEILING BACKING/SUPPORT

AD02

2305

CORRIDOR F

2309

KEY PLAN

CORRIDOR 2404K DN

OBSERVATION

STAIR NO. 2 2504 DN

2319

STORAGE

2304B

2304

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

OBVS. CLOS. 2322

CORRIDOR

2323

2204

101

B AD03

2404J

AD04

STAIR NO.1 LOBBY

2404J

1000

PLAN NORTH

PARTIAL FLOOR & CEILING PLAN LEVEL 2 - AREA A &B SHEET

PARTIAL DEMOLITION FLOOR PLAN - LEVEL 2 - AREA A &B 4 SCALE 1/8" = 1'-0"

PARTIAL DEMOLITION CEILING PLAN - LEVEL 2 - AREA A &B SCALE 1/8" = 1'-0"

TITLE

ELEV NO.1

AD01

FLS

DATE

AD02

STAIR NO.1

4/25/2019 8:48:16 AM

AD01

CEILING MOUNTED EXIT SIGN

35/16" 5/16"

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

PARTIAL CEILING PLAN - LEVEL 2 - AREA A & B

A-112A

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CAL I

R E

ST T

C23603

PROJECT C

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

ISSUED MARK

DATE

DESCRIPTION

MANAGEMENT

4/25/2019 8:48:43 AM

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

016279.06 ?00.00.00? LIONAKIS 2015

AGENCY

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

DATE A

TITLE

(E) LIGHTING (FOR REFERENCE ONLY) SHEET

E2.01

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CAL I

R E

ST T

C23603

PROJECT C

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

ISSUED MARK

DATE

DESCRIPTION

MANAGEMENT

4/25/2019 8:48:45 AM

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

016279.06 ?00.00.00? LIONAKIS 2015

AGENCY

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

DATE A

TITLE

(E) FIRE ALARM (FOR REFERENCE ONLY) SHEET

FA2.01

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CAL I

R E

ST T

C23603

PROJECT C

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

ISSUED MARK

DATE

DESCRIPTION

MANAGEMENT

4/25/2019 8:48:46 AM

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

016279.06 ?00.00.00? LIONAKIS 2015

AGENCY

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

DATE A

TITLE

(E) FIRE SPRINKLER (FOR REFERENCE ONLY) SHEET

FP1

3'-0"

MB1

VISUAL DISPLAY MONITOR, NOT IN CONTRACT, PROVIDING BACKING PER DETAIL

19 A-532

6'-0"

2'-4"

2 EQ WI 302

2'-4" VIF

WI 308

5'-4"

2'-10"

2'-8"

2 EQ WI 302

WI 302

5'-4"

2'-10"

2'-8"

2'-6"

SF1 COUNTERTOP. SEE SHEET AF112A

PL1, SEE SHEET AF112A

1'-8" 2'-10"

2'-10"

1'-8"

SF1 COUNTERTOP, SEE SHEET AF112A

3'-0"

WI 222 1 A-561

WI 302

5'-4"

2 (EQ) WI 302

WI 302

3'-0"

2'-4"

PL1, SEE SHEET AF112A

WI 222 7 A-561

OPEN KNEE SPACE

2 EQ WI 222

1 A-561

WI 222 7 A-561

OPEN KNEE SPACE

INFILL WALL, SEE DETAIL 3 A-531

PL1, SEE SHEET AF112A

VISUAL DISPLAY MONITOR, NOT IN SCOPE, PROVIDE BACKING PER DETAIL

7 A-531

2'-6"

19 A-532

2'-10"

1'-8"

SF1 COUNTERTOP, SEE SHEET AF112A

OPEN KNEE SPACE

WI 222

7 A-561

1 A-561

VISUAL DISPLAY MONITOR, NOT IN CONTRACT, PROVIDE BACKING PER DETAIL

(E) ALUM STOREFRONT SYSTEM, TYP

19 A-532 EQ

MB2

3'-0"

FILE NO: 34-CSUS FIXED FURNITURE, TYP

TITLE

SHEET

PARTITION CONFIGURATION DIAGRAMS (FOURTH CHARACTER DESIGNATOR)

PARTITION TYPE SYMBOL KEY

PARTITION TYPE GENERAL NOTES

FIRE RATING

CORE MATERIAL

STRUCT ABOVE TYP

2. THE CONSTRUCTION OF EXTERIOR WALLS ARE SHOWN ON WALL SECTIONS & CORRESPONDING DETAILS. PARTITION SYMBOLS ARE ONLY USED TO SHOW INTERIOR CONDITIONS, INCLUDING INTERIOR FURRING OF EXTERIOR WALLS.

CORE SIZE PARTITION CONFIGURATION

CLG TYP

VARIATION

SEE PLAN

PARTITION TO STRUCTURE

SINGLE GYP BD BOTH SIDES TO STRUCTURE

PARTITION TO STRUCTURE

SINGLE GYP BD ONE SIDE TO STRUCTURE

PARTITION TO BOTTOM SIDE OF CEILING

PARTITION 6" ABOVE CEILING

SINGLE GYP BD BOTH SIDES, 6" ABOVE CEILING

SINGLE GYP BD BOTH SIDES TO BOTTOM SIDE OF CEILING

SINGLE GYP BD BOTH SIDES, 6" ABOVE CEILING

PARTITION TO STRUCTURE

PARTITION - PARTIAL HEIGHT SINGLE GYP BD BOTH SIDES TO TOP OF PARTITION

SINGLE GYP BD ONE SIDE 6" ABOVE CEILING

DOUBLE GYP BD BOTH SIDES TO STRUCTURE

SEE ELEVATIONS

PARTITION TO STRUCTURE

DOUBLE GYP BD ONE SIDE TO STRUCTURE

SINGLE GYP BD BOTH SIDES TO STRUCTURE

SINGLE GYP BD ONE SIDE TO STRUCTURE

M ADJACENT WALL SEE PLAN

ADJACENT WALL SEE PLAN

SEE PLAN

DESIGNATOR 0 1 2 3 4

SECOND CHARACTER

1S4A J 1

FIRE RATING NON-RATED 1 HR 2 HR 3 HR 4 HR

DESIGNATOR C D E F H M S T W Z ---

SEE PLAN

THIRD CHARACTER PARTITION TO STRUCTURE

PARTITION FURRING TO STRUCTURE

PARTITION FURRING 6" ABOVE CEILING

PARTITION TO STRUCTURE

PARTITION 6" ABOVE CEILING

DOUBLE GYP BD BOTH SIDES TO STRUCTURE

SINGLE GYP BD ONE SIDE TO STRUCTURE

SINGLE GYP BD ONE SIDE 6" ABOVE CEILING

NO GYP BD

PARTITION - PARTIAL HEIGHT NO GYP BD

PARTITION TO STRUCTURE

SHAFT LINER ONE SIDE TO STRUCTURE

DOUBLE GYP BD ONE SIDE TO STRUCTURE

SINGLE GYP BD ONE SIDE TO STRUCTURE

SEE ELEVATIONS

DESIGNATOR 1 2 3 4 6 8 10 12

7. IN CASES WHERE TWO DIFFERENT CEILING HEIGHTS ABUT PARTITIONS, THE PARTITION SHALL EXTEND ABOVE THE HIGHEST CEILING INDICATED. 8. GYPSUM BOARD SHALL BE FIRE RESISTANT, TYPE 'X' UNO. FIRE RATED PARTITIONS SHALL BE CONSTRUCTED PER CBC, TABLE 720.1(2).

1S4A S J

CORE MATERIAL CONCRETE DETENTION WALL EXISTING FURRING - WOOD STEEL HAT CHANNELS MASONRY STEEL STUD SHAFTWALL STUD WOOD STUD STEEL ZEE CHANNELS --USER DEFINED---USER DEFINED--

9. PROVIDE MOISTURE RESISTANT GYP BOARD AT PARTITIONS IN WET AREAS (FLOOR TO FINISH CEILING) INCLUDING BUT NOT LIMITED TO THE FOLLOWING ROOMS A. B. C. D. E. F. G.

F 3/4" 1 1/2" 2 1/2"

2" 4" 6" 8" 10" 12"

FOURTH CHARACTER

10. PROVIDE ACOUSTICAL TREATMENT AT PARTITIONS WITH ACOUSTIC INSULATION. FILL STUD CAVITIES & RUN INSULATION CONTINUOUS AROUND COLUMNS & OTHER OBSTRUCTIONS TO FORM A CONTINUOUS ACOUSTIC BARRIER.

CORE MATERIAL SIZE H M S T 3/4" 1 5/8" 1 1/2" 2 1/2" 2 1/2" 3 5/8" 2 1/2" 4" 4" 5 5/8" 6" 6" 7 5/8" 8" 9 5/8" 10" 11 12" 5/8"

A. INSTALL ACOUSTIC BATT INSULATION, FULL WIDTH, DEPTH, AND HEIGHT.

Z 7/8" 1 1/2"

-INSTALL ACOUSTICAL SEALANT AT PARTITION HEAD, SILL & JAMB TRANSITIONS, AS WELL AS AT PENETRATIONS THROUGH THE GYPSUM BOARD MEMBRANE INCLUDING PENETRATIONS AT MOUNTING FASTENERS. FIRE STOPPING REQUIREMENTS SHALL SUPERCEDE ACOUSTIC TREATMENT.

3 1/2" 5 1/2" 7 1/4" 9 1/4" 11 1/4"

GYPSUM BOARD SILL & JAMB EDGES TERMINATING AT DISSIMILAR MATERIAL (CMU, CONCRETE, METAL PANEL , ETC) SHALL ALLOW 1/4" CONTINUOUS GAP AND BE SEALED AIRTIGHT WITH AN ACOUSTIC SEALANT. THE BACK AND SIDES OF DUPLEX ELECTRICAL OUTLETS, TELEPHONE OUTLETS, CABLE TV OUTLETS, FIRE ALARM DEVICES, THERMOSTATS, ETC, SHALL BE SEALED WITH FIRE STOP PUTTY PADS AS SPECIFIED FOR FIRE RATED ASSEMBLIES. ELSEWHERE, BACK-TO-BACK OUTLET BOXES TO BE SEPARATED BY ONE EMPTY STUD SPACE AND A MINIMUM OF 16 INCHES.

1S4A A J

SEE PARTITION CONFIGURATION DIAGRAMS AT LEFT

DECRIPTION

RESILIENT CHANNEL W/ ISOLATION CLIPS W/ SINGLE GYP BD ONE SIDE TO CEILING

DECRIPTION

DECRIPTION DECRIPTION

DECRIPTION

D EF IN ED

DECRIPTION

U SE R

DECRIPTION

DECRIPTION DECRIPTION DECRIPTION

VARIATION MATERIAL MOISTURE RESISTANT GYP BD CEMENTITIOUS BACKER BD GYP BD, ADDITIONAL LAYER REMOVE GYP BD SOUND DAMPENING GYP BD HI-IMPACT GYP BD PLYWOOD LEAD BACKED GYP BD LAMINATED HI-IMPACT GYP BD RIGID INSULATION BULLET RESISTANT COMPOSITE PANELS WITHOUT ACOUSTIC INSULATION PARTITION SMOKE FIRE --USER DEFINED---USER DEFINED---USER DEFINED---USER DEFINED--

12. PENETRATIONS THROUGH RATED PARTITIONS SHALL BE SEALED WITH UL LISTED FIRE/SMOKE STOP ASSEMBLY.

VARIATION

0S3A 0S3A 0S3A 1S3A

UL ASSEMBLY

U V

STC RATING 0 50 50 40

HEAD

SILL

20/A-531 19/A-533 19/A-533 SIM 3/A-531

20/A-531 19/A-533 19/A-533 SIM 4/A-531

R E

EN . 08 - 3 1 - 1 O F OF CAL I

13. SEE PARTITION PRIORITY LEGEND FOR PRIORITIZATION OF INTERSECTING PARTITIONS.

PROJECT

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

PARTITION TYPE SCHEDULE PARTITION TYPE

C23603

GYP BD ON ONE SIDE ON STRUCTURE

11. PARTITIONS INDICATED AS FIRE OR SMOKE RATED FORM A SEPARATION THAT SHALL BE CONTINUOUS FROM FLOOR TO STRUCTURE ABOVE WITH NO BREAKS AT CONCEALED SPACES, COLUMNS, TRANSITIONS OR OTHER OBSTRUCTIONS.

D A RCH SE I E N A N McM TE H U T A

(E) GYP BD ON ONE SIDE ON (E) STRUCTURE

U SE R

D EF IN ED

DESIGNATOR A B C D E F G H J K L M P S W N Q T U

1S4A J

SEAL

CT Y R RT

FIFTH CHARACTER

TOILET ROOMS JANITOR CLOSETS OUTSIDE AIR SHAFTS MECHANICAL ROOMS DRINKING FOUNTAIN ALCOVES KITCHENS LOCKERS

PROVIDE CEMENTITIOUS BACKER BOARD AT WET AREAS SCHEDULED WITH TILE FINISH.

1S4A 4 J

PARTITION TO STRUCTURE

SHAFT LINER ONE SIDE TO STRUCTURE

SEE PLANS FOR STRUCTURE ABOVE NOTED IN PARTITION CONFIGURATION DIAGRAMS.

5. THE PARTITION TYPE ABOVE OR BELOW ANY OPENING IS TO BE THE SAME AS THAT SCHEDULED FOR EITHER SIDE OF THE OPENING, UNO.

PARTITION SYMBOL DESIGNATORS

ADJACENT WALL SEE PLAN

SEE PLAN

6. DIFFERING PARTITION TYPES SHALL ALIGN SO THAT PARTITION FINISH PLANES CONTINUE UNBROKEN WITHIN AND/OR ACROSS SPACES.

FIRST CHARACTER

3. PARTITION TYPES AS NOTED BY THE SYMBOL CONTINUE BETWEEN ROOM/SPACE CORNERS OR ANY INTERSECTING PARTITION.

EXAMPLE GIVEN: REFERS TO A PARTITION THAT IS 1 HOUR, STEEL STUD, 4", FULL HEIGHT TO DECK, GYP BD BOTH SIDES WITH LAMINATED HI-IMPACT GYP BD

1S4A J

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

1. REFER TO THE FLOOR PLANS FOR PARTITION TYPE SYMBOLS. A PARTITION TYPE IS INDICATED BY A SYMBOL CONTAINING THE PARTITION IDENTIFICATION WHICH REFERS TO A SPECIFIC ASSEMBLY INDICATED ON THIS SHEET.

SIZES

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

STANDARD PARTITION CONFIGURATIONS A B

LI JO C N

PARTITION PRIORITY LEGEND REMARKS DOOR FRAME (AS APPLICABLE)

ISSUED MARK

DATE

DESCRIPTION

LOWER PRIORITY PARTITION

SLOTTED TRACK, USE NONSLOTTED TRACK AT SUSPENDED SOFFITS/ CLG SUPPORTS

(E) FLOOR JOIST

PATCH AND REPAIR CEILING WITH 5/8" TYPE 'X' GYP BD AS REQUIRED

EXISTING MTL CHANNEL

5/8" PLYWOOD W/#10 SMS SCREWS @16" OC TO (E) HAT CHANNELS

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

WALL PERPENDICULAR TO RATING NO: 1 HOUR RATED METAL STUD FRAMED WALL ASSEMBLY PER 2016 CBC TABLE 721.1(2) ITEM NO: 13-1.1

HILTI FS-ONE 2- #10 x 1" SCREWS @ 16" OC INTO PLYWOOD

EXISTING MTL CHANNEL

HILTI FS-ONE (BOTH SIDES)

2- #10 x 1" SCREWS @ 16" OC INTO PLYWOOD

3 5/8" MT STUD @ 24" OC W/ 5/8" TYPE "X" GYP BD ON BOTH JOISTS SIDES UNO

(E) FLOOR JOIST

PATCH AND REPAIR CEILING WITH 5/8" TYPE 'X' GYP BD AS REQ'D

5/8" CONT PLYWOOD STRIP, MATCH STUD WITDTH W/ (2) #12 SMS SCREWS @ 16" OC TO (E) HAT CHANNELS

3 5/8" MT STUD @ 24" OC W/ 5/8" TYPE "X" GYP BD ON BOTH SIDES UNO

5/8' PLYWOOD W/#10 SMS SCREWS @16" OC TO (E) HAT CHANNELS

SLOTTED TRACK, USE NONSLOTTED TRACK AT SUSPENDED SOFFITS/CLG SUPPORTS 2- #10 x 1" SCREWS @ 16" OC INTO (E) MTL CHANNEL

SLOTTED TRACK, USE NONSLOTTED TRACK AT SUSPENDED SOFFITS/ CLG SUPPORTS

WALL PARALLEL TO JOISTS

SEALANT (BOTH SIDES) 2- #10 x 1" SCREWS @ 16" OC INTO PLYWOOD 3 5/8" MT STUD @ 24" OC W/ 5/8" GYP BD ON BOTH SIDES UNO

HIGHER PRIORITY PARTITION

PATCH AND REPAIR CEILING WITH 5/8" TYPE 'X' GYP BD AS REQ'D

5/8" CONT PLYWOOD STRIP, MATCH STUD WITDTH W/ (2) #12 SMS SCREWS @ 16" OC TO (E) HAT CHANNELS 2- #10 x 1" SCREWS @ 16" OC INTO PLYWOOD 3 5/8" MT STUD @ 24" OC W/ 5/8" GYP BD ON BOTH SIDES UNO

WALL PERPENDICULAR TO JOISTS

NOTE: AT WALL PARALLEL TO JOIST CONDITION, CONTRACTOR OPTION TO OMIT PLYWOOD AND ATTACH TRACK TO (E) HAT CHANNELS

HIGHER PRIORITY PARTITION

LOWER PRIORITY PARTITION

SEALANT (BOTH SIDES)

PARTITION PRIORITY LEGEND

SLOTTED TRACK, USE NONSLOTTED TRACK AT SUSPENDED SOFFITS/CLG SUPPORTS 2- #10 x 1" SCREWS @ 16" OC INTO (E) MTL CHANNEL

FOUR HOUR FIRE AND/OR SMOKE PARTITION THREE HOUR FIRE AND/OR SMOKE PARTITION TWO HOUR FIRE AND/OR SMOKE PARTITION TWO HOUR FIRE PARTITION TWO HOUR SHAFTWALL ONE HOUR FIRE AND/OR SMOKE PARTITION ONE HOUR FIRE PARTITION NON-RATED PARTITION

WALL PARALLEL TO JOISTS

PRIORITY 1 (HIGHEST) PRIORITY 2 PRIORITY 3 PRIORITY 4

MANAGEMENT

PRIORITY 5 PRIORITY 6 PRIORITY 7 (LOWEST)

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

NOTE: 1. ALL PARTITIONS MAY NOT BE USED, SEE PLANS. 2. PARTITIONS WITH HIGHER ASSIGNED PRIORITY SHALL BE CONTINUOUS THROUGH INTERSECTIONS.

NOTE: AT WALL PARALLEL TO JOIST CONDITION, CONTRACTOR OPTION TO OMIT PLYWOOD AND ATTACH TRACK TO (E) HAT CHANNELS

AGENCY

RATING NO: 1 HOUR RATED METAL STUD FRAMED WALL ASSEMBLY PER 2016 CBC TABLE 721.1(2) ITEM NO: 13-1.1

1-HR RATED MTL STUD WALL @ (E) CEILING 1 1/2" = 1'-0"

UNDERSIDE OF FLOOR

MTL STUD WALL @ (E) CEILING 1 1/2" = 1'-0" Q1

ACOUSTICAL SEALANT , EACH SIDE

SEE

11 A-531

12 A-531

5/8" TYPE "X" GYP BD 3 5/8" MT. STUD @ 24" O.C.

3 5/8" MT STUD @ 24" OC

2- #10 x 1 1/2" SCREWS @ 24" O.C. INTO EXISTING SUBFLOOR BASE SEE FINISH SCHEDULE

2- #10 x 1 1/2" SCREWS @ 24" OC INTO EXISTING SUBFLOOR

FOR ATTACHMENT TO STRUCTURE

5/8" TYPE "X" GYP. BD.

HILTI FS-ONE

(E) FLOOR)

LATERAL BRACING

HILTI FS-ONE

5/8" GYP BD

RATING NO: 1 HOUR RATED METAL STUD FRAMED WALL ASSEMBLY PER 2016 CBC TABLE 721.1(2) ITEM NO: 13-1.1

3 5/8" MT. STUD @ 24" O.C.

3 5/8" MT STUD @ 24" OC

2- #10 x 1 1/2" SCREWS @ 24" O.C. INTO EXISTING SUBFLOOR

2- #10 x 1 1/2" SCREWS @ 24" OC INTO EXISTING SUBFLOOR

FILE NO: 34-CSUS

A-532

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

5/8" GYP. BD.

(E) FLOOR)

WALL PERPENDICULAR TO JOISTS

BASE SEE FINISH SCHEDULE

WALL PARALLEL TO JOISTS

AC SEE REFLECTED CEILING PLAN FOR CEILING TYP AND HEIGHTS

RATING NO: 1 HOUR RATED METAL STUD FRAMED WALL ASSEMBLY PER 2016 CBC TABLE 721.1(2) ITEM NO: 13-1.1

FLS

DATE

TITLE

PARTITION TYPES & SCHEDULE

LATERAL BRACING WALL FINISH SEE SCHEDULE METAL STUDS SEE SCHEDULE BASE SEE FINISH SCHEDULE ACOUSTICAL SEALANT , EACH SIDE

4/25/2019 8:48:23 AM

016279.06 ?00.00.00? LIONAKIS 2015

WALL PERPENDICULAR TO JOISTS

1-HR MTL STUD @ (E) FLOOR FRAMING

1 1/2" = 1'-0" Q1

WALL PARALLEL TO JOISTS

SHEET

METAL STUD WALL @ (E) FLOOR FRAMING 1 1/2" = 1'-0"

FULL HEIGHT WALL 1:6

AE_A_0550_004 Q1

A-531

5 TYPE 1 BACKING PLATE SHALL BE USED FOR ANCHORAGE OF THE FOLLOWING:

" 1/8 X MA

THREE #10 LOW PROFILE PAN HEAD SMS AT EACH STUD, TYP.

GAS CYLINDER BRACKETS SINKS

WINDOW GLAZING CUT AND BEND TRACK WEB TO FORM 2" RETURN. ATTACH RETURN TO JAMB STUD W/ 3 # 10 SMS TYP. T&B

INTERIOR NON-BEARING PARTITIONS MAXIMUM HEIGHT FOR METAL STUDS BASED ON SSMA NON-COMPOSITE VALUES BASED ON 24" STUD SPACING AND L/240 DEFLECTION DEPTH GAUGE FLANGE WIDTH Fy (KSI): STUD MAX.HEIGHT DESIGNATION 3 5/8" 25 1 1/4" 33 362S125-18 9'-11" (*) 3 5/8" 20 13'-6" 1 1/4" 33 362S125-30 18 15'-3"" 1 1/4" 33 362S125-43 3 5/8" 3 5/8" 16 1 1/4" 50 362S125-54 16'-3" 14 17'-5" 1 1/4" 50 362S125-68 3 5/8" 4" 1 1/4" 33 400S125-18 25 10'-5" (*) 4" 20 1 1/4" 33 400S125-30 14'-7" 4" 18 16'-5" 1 1/4" 33 400S125-43 1 1/4" 50 400S125-54 4" 16 17'-7" 14 1 1/4" 50 400S125-68 18'-10" 4" 6" 20 18'-11" 1 1/4" 33 600S125-30 6" 18 22'-10" 1 1/4" 33 600S125-43 6" 16 1 1/4" 50 600S125-54 24'-5" 6" 14 26'-2" 1 1/4" 50 600S125-68 1 1/4" 33 800S125-43 8" 18 28'-8" 8" 16 1 1/4" 50 800S125-54 30'-9" 8" 14 33'-4" 1 1/4" 50 800S125-68 (*) - REQUIRES WEB STIFFENERS AT EACH END OF STUD 1. STUD SHALL BE DEPTH AS INDICATED ON WALL SCHEDULE AND GAUGE AS DETERMINED BY HEIGHT OF WALL AND THE SCHEDULE ABOVE 3 2. FOR TYPICAL WALL FRAMING CONDITIONS, SEE ELEVATION A-532 20 3. AT CONTRACTOR OPTION WALL STUDS MAY BE REPLACED WITH TRACKLOC STUDS COMPLYING WITH A-532

3/8" = 1'-0"

AE_A_0550_008 Q1

SHOWER SEAT

A-532

ALUM. CORNER TRIM FINISH TO MATCH WINDOW SYSTEM (BOTH SIDES OF WALL)

1 1/4"

DBL STUD

14 GAGE X 6" RUNNER TRACK NOTCHED AROUND STUDS AND EXTENDING 3" BEYOND ONE PAIR OF STUDS SPACED 16" O.C. MAX

SEALANT 4 - #10 SMS EA. SIDE BOX HDR

EMSEAL QUIET JOINT.

TYPE 1

PROVIDE EMSEAL QUIET JOINT. ON BOTH SIDES AT RM 2206A LAB - VOICE / ENDOSCOPY

#10 SMS @ 12"CC

STUD AND TRACK TO MATCH SIZE AND GAUGE OF STUD WALL

STUD AND TRACK TO MATCH SIZE #10 SMS @ AND GAUGE OF STUD WALL 12" C.C.

INT. NON-BEARING PARTITION FRAMING SCHEDULE

AE_A_0550_008 Q1

3" = 1'-0"

CUT AND BEND TRACK WEB TO FORM 2" RETURN. ATTACH RETURN TO JAMB STUD W/ 3 - # 10 SMS TYP. T&B

INT. NON-BEARING PARTITION FRAMING SCHEDULE AE_A_0550_008 Q1

3" = 1'-0"

CUT AND BEND TRACK WEB TO FORM 2" RETURN. ATTACH RETURN TO JAMB STUD W/ 3 - # 10 SMS TYP. T&B

3" = 1'-0"

BASE CABINETS 16 GA. METAL STUD FRAMING, TYP.

WALL MOUNTED CABINETS 16 GAGE X 6" RUNNER TRACK NOTCHED AROUND STUDS AND EXTENDING 3" BEYOND ONE PAIR OF STUDS SPACED 16" O.C. MAX

DBL STUD

8'-0"

A-532 15

TRIPLE STUD

12'-0"

A-532

3 TRACKS & STUD

A-532 11

3 TRACKS & STUD

CLIP L 18ga x 1 1/2" x 1 1/2" x 0'-3" EA END OF BLK W/ 2-#10 SMS EA LEG

A-532

SEE PLANS AND / OR SECTIONS FOR SIZE AND SPACING OF STUDS

TYPE 2

A-532

TRACK & STUD

CUT AND BEND TRACK WEB TO FORM 2" RETURN. ATTACH RETURN TO JAMB STUD W/ 3 - # 10 SMS TYP. T&B

A-532

CUT AND BEND TRACK WEB TO FORM 2" RETURN. ATTACH RETURN TO JAMB STUD W/ 3 - # 10 SMS TYP. T&B

#10 SMS @ 12" C.C.

INT. NON-BEARING PARTITION FRAMING SCHEDULE AE_A_0550_008 Q1

3/8" = 1'-0"

LIGHT GAUGE STUDS, SEE ELEVATION FOR SIZE AND SPACING

INT. NON-BEARING PARTITION FRAMING SCHEDULE

AE_A_0550_008 Q1

3" = 1'-0"

ALLOWABLE LOADS ON BACKING

VERTICAL

LATERAL

220 LBS

200 LBS

2 - # 10 SMS

A-532

LOCKERS

INT. NON-BEARING PARTITION FRAMING SCHEDULE AE_A_0550_008 Q1

3" = 1'-0"

MTL. STUD TRACK BLKG AT EA. END OF WALL AND 8'-0" C.C. TYP.

SPLICE STRAP AT BLKG AS REQUIRED 4 - #10 SMS AT STRAP TO BLKG AND #10 SMS STRAP TO EA. STUD STRAP BRIDGING FOR ANY SIZE STUD

SHALL BE USED FOR ANCHORAGE OF THE FOLLOWING:

BUMPER GUARDS DOOR STOPS 20 GA. METAL STUD FRAMING, TYP.

20 GAGE X 6" RUNNER TRACK NOTCHED AROUND STUDS AND EXTENDING 3" BEYOND ONE PAIR OF STUDS SPACED 16" O.C. MAX BACKING

COLD ROLLED CHANNEL BRIDGING FOR 4" OR SMALLER STUDS ONLY

INT. NON-BEARING PARTITION FRAMING SCHEDULE AE_A_0550_008 Q1

TYPE 3

R E

TYPE 3 BACKING PLATE

THREE #10 LOW PROFILE PAN HEAD SMS AT EACH STUD, TYP.

" 1/8 X MA

CLIP L 1 1/2" x 1 1/2" x 18ga FULL WIDTH OF STUD TYP 2 - # 10 SMS TO STUD (CONTRACTOR OPTION TO USE "SIMPSON" SUBH W/ 1-#10 SCREW TO CHANNEL)

3" = 1'-0"

D A RCH SE I E N A N McM TE H U T A

C23603

COLD ROLLED CHANNEL 1 1/2" x 18 ga CONT. BRIDGING

A-532

ELECTRICAL PANELS

6" X 16 GA. PLATE

LIGHT GAUGE STUDS, SEE ELEVATION FOR SIZE AND SPACING

BACKING

6 TRACK

TOILET COUNTERTOPS

SEAL

6 TRACK

TOILET PARTITIONS

MTL. STUD

1 1/2" x 20ga STRAP CONT

SILLS

A-532

FULL HEIGHT CABINETS

CT Y R RT

TRACK & STUD

SHALL BE USED FOR ANCHORAGE OF THE FOLLOWING:

A-532

200 LBS

DBL STUD

4'-0"

220 LBS

GUARDRAILS

AE_A_0550_008 Q1

STUD AND TRACK TO MATCH SIZE AND GAUGE OF STUD WALL

INTERIOR WALL OPENING FRAMING SCHEDULE

LATERAL

HANDRAILS

INT. NON-BEARING PARTITION FRAMING SCHEDULE

DBL. STUD

TRACK TO MATCH SIZE AND GAUGE OF STUD WALL

VERTICAL

TYPE 2 BACKING PLATE THREE #10 LOW PROFILE PAN HEAD SMS AT EACH STUD, TYP.

" 1/8 X MA

DBL. STUD

ALLOWABLE LOADS ON BACKING

6" X 14 GA. STUD

CUT AND BEND TRACK WEB TO FORM 2" RETURN. ATTACH RETURN TO JAMB STUD W/ 3 - # 10 SMS TYP.

A-532

HEADERS

20 A-533

(E) WINDOW MULLION

JAMBS

NOTE: FOR ANY BACKING TO BE LOCATED ONTO SOUND ISOLATION CLIP WALLS, SEE DETAIL

BACKING

NOTE: 1. BRIDGING FOR 4" AND SMALLER STUDS MAY BE CONSTRUCTED OF COLD ROLLED CHANNEL OR STRAPS AT CONTRACTOR'S OPTION UNLESS OTHERWISE NOTED.

'W' WIDTH MAX

GRAB BARS

DOOR HOLDERS

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819 ALLOWABLE LOADS ON BACKING

VERTICAL 6" X 20 GA. STUD

16 GA. METAL STUD FRAMING, TYP.

INT. NON-BEARING PARTITION FRAMING SCHEDULE

SEE PLAN FOR WALL TYPE

URINALS DRESSING BENCH

LIGHT GAUGE STUDS, SEE ELEVATION FOR SIZE AND SPACING

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

LI JO C N

LATERAL

90 LBS

75 LBS ISSUED

TOP TRACK TO MATCH STUD DEPTH AND GAUGE

BRIDGING @ 4'-0" OC MAX (OMIT WHERE GYP OCCURS BOTH SIDES, 14 SEE A-532

REFER TO 11 / A-531 FOR ATTACHMENT TO STRUCTURE

LIGHT GAUGE STUDS, SEE ELEVATION FOR SIZE AND SPACING

ALTERNATE DOUBLE STUD ATTACHMENT AT INTERIOR STUDS IN LIEU OF WELDING PL 1" x 3" x 18ga @ 30" CC W/ #10 SMS TO EA STUD

TYPE 4 BACKING PLATE

20 GAGE X 6" HIGH CONTINUOUS METAL PLATE

A-532 TRIPLE STUD

HEADER

A-532

'W' 12'-0" MAX OPENING

CORNER 16

TEE 'W' 12'-0" MAX DOOR OPENING

A-532

MAXIMUM HEIGHT SEE SCHEDULE

HEADER, SILL & JAMBS SEE

4 A-532

SPLICE TOP AND BOTTOM TRACK W/ SAME GAUGE TRACK x 2'-0" LONG W/ 6 - #10 SCREWS EA. END TYP. ( CENTER SPLICE PIECE ON SPLICE)

TWO #8 LOW PROFILE PAN HEAD SMS AT EACH STUD, TYP.

4 - #10 SMS EA. SIDE BOX HDR

TOILET AND BATH ACCESSORIES

BULLETIN BOARDS TACK BOARDS

20 GA. METAL STUD FRAMING, TYP.

EXAM LIGHTS DIRECTORIES

1/8"

1-24

CHART RACKS

TYP. EA. SIDE

CHAIR RAIL

FIRE EXTINGUISHER CABINETS

STUD SECTIONS TO BE 600S125-30, #10 SMS @ TRACK TO MATCH SIZE AND GAUGE 12" C.C. OF STUD WALL

NOTE: ALL STUDS AND TRACKS SHALL BE 1 DEPTH AS INDICATED ON WALL SCHEDULE AND GAUGE AS DETERMINED AS BY THE A-532 HEIGHT OF THE WALL AND SCHEDULE

A-532 DBL. STUDS

INT. NON-BEARING PARTITION FRAMING SCHEDULE 1/2" = 1'-0"

AE_A_0550_008 Q1

CUT AND BEND TRACK WEB TO FORM 2" RETURN. ATTACH RETURN TO JAMB STUD W/ 3 - # 10 SMS TYP. T&B

INT. NON-BEARING PARTITION FRAMING SCHEDULE AE_A_0550_008 Q1

3" = 1'-0"

TYPE 4 DOUBLE STUD

ALLOWABLE LOADS ON BACKING

VERTICAL

LATERAL

6" X 20 GA. PLATE

TRIPLE STUD

15 LBS

AE_A_0550_008 Q1

3" = 1'-0"

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

016279.06 ?00.00.00? LIONAKIS 2015

10 LBS AGENCY

INT. NON-BEARING PARTITION FRAMING SCHEDULE

MANAGEMENT

AE_A_0550_008 Q1

3" = 1'-0"

1/2" GAP

14 ga VERTICAL MOVEMENT TRACK

TRACK

STUD TRACK WALL WIDTH +2" FULL HT. 5/8" MAX DRYWALL WHERE OCCURS

#10 SMS @ 12" C.C. TYP.

#10 SMS @ 12" C.C. TYP. 5/8" MAX DRYWALL WHERE OCCURS

TYP. STUD SEE PLAN STUD ENDS TO BEAR ON TRACK WEB, TYP.

STUD OR TRACK

TYP. TRACK

STANDARD

STUD .

INT. NON-BEARING PARTITION FRAMING SCHEDULE AE_A_0550_008 Q1

INT. NON-BEARING PARTITION FRAMING SCHEDULE 1" = 1'-0"

AE_A_0550_008 Q1

INT. NON-BEARING PARTITION FRAMING SCHEDULE 6" = 1'-0"

ATTACH FINISHES TO TLA AT CENTER OF SLOT IN TLA

NOTE: SEE PLANS AND SECTIONS FOR STUD AND TRACK SIZES

ATTACHMENT PER ALTERNATE

AE_A_0550_008 Q1

12 A-531

"TLA" TRAKLOC STUD ASSEMBLY SCREW STUD TO TRACK WHERE REQ PER NOTE 2

NOTES: 1. TRAKLOC STUD/TRACK ASSEMBLY SHALL COMPLY W/ ICC ESR-1464. 2. PROVIDE SCREW FROM TRACK TO EA STUD FLANGE AT THESE LOCATIONS: A. FIRST & LAST STUDS OF A WALL SEGMENT B. EA JAMB STUD AT OPENINGS C. STUDS SUPPORTING HUNG CASEWORK OR COUNTERTOP BRACKETS. 3. THIS ASSEMBLY IS NOT TO BE USED AT SOFFITS OR HANGING STUDS.

INT. NON-BEARING PARTITION FRAMING SCHEDULE 3" = 1'-0"

AE_A_0550_008 Q1

INT. NON-BEARING PARTITION FRAMING SCHEDULE

3" = 1'-0"

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

DATE

TITLE

STANDARD METAL STUD DETAILS & SCHEDULES

SUPPORTING STRUCTURE

NOTE: SEE OTHER DETAILS ON THIS SHEET FOR ATTACHMENTS OF TRACK TO STRUCTURE NOTE: CONTRACTOR OPTION TO UTILIZE SLOTTED TRACK IN LIEU OF NESTED TRACK. SLOTTED TRACK TO BE 20 GA MIN W/ 2 1/2" LEGS W/ 1/4" x 1 1/2" VERT SLOTS @ 1" OC AT EA LEG

NOTE: SEE PLANS AND SECTIONS FOR STUD AND TRACK SIZES

11 A-531

FINISHES WHERE OCCURS

1 - #10 SMS EA. SIDE, TYP. TOP OR BOTTOM TRACK, HEADER OR SILL

DEEP LEG TRACK

ALTERNATE

3" = 1'-0"

5/8" MAX DRYWALL ATTACHMENT PER WHERE OCCURS

#10 SMS @ 12" C.C. TYP. 3 STUDS TYP.

# 10 SMS Ea. SIDE 3"

TRACK STANDARD

NO ATTACHMENT OF FINISHES TO TOP TRACK

AGENCY REPORT

#10 SMS @ 12" C.C. TYP.

5/8" MAX DRYWALL WHERE OCCURS

SCREW STUD TO TRACK WHERE REQ PER NOTE

MIN OVERLAP PER EVALUATION

TYP. STUD

SLOT IN TLD, TYP

SUPPORTING STRUCTURE

3/4" CLR

TOP OF STUD

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

SHALL BE USED FOR ANCHORAGE OF THE FOLLOWING:

FIRST AID CABINETS/AED DEVICES

TRACK

4/25/2019 8:48:27 AM

DESCRIPTION ASI DESCRIPTION

MIRRORS

BACKING

DATE MM/DD/YYYY

TELEPHONES

9" MAX @ ENDS FOR FASTENERS

BOTTOM TRACK TO MATCH STUD DEPTH AND GAUGE

MARK ASI-001

AE_A_0550_008 Q1

SHEET

A-532

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CAL I

R E

ST T

C23603

PROJECT C

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

ISSUED

SOUND ISOLATION CLIPS W/ 7/8" HAT CHANNELS

6" MAX

ACOUSTICAL INSULATION

DATE

DESCRIPTION

FROM CEILING

MARK

UNDERSIDE OF (E) FLOOR JOIST (E) 5/8" GYP BD

MIN (2) #10 SDST FASTENERS PER CLIP

LATERAL BRACING

ACOUSTICAL SEALANT , EACH SIDE

SEE

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

11 A-531

12 A-531 MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

016279.06 ?00.00.00? LIONAKIS 2015

AGENCY

(E) MTL STUD WALL SECTION W/ ISOLATION CLIPS 3" = 1'-0"

?DRS TRACKING NUMBER? ?YYMMDD?. Q1

WALL, SEE FLOOR PLAN FOR TYPE TYPE 4 BACKING, SEE DETAIL

SOUND ISOLATION CLIPS W/ 7/8" HAT CHANNELS

19 A-532

MIN #10 SDST FASTENER AT EACH CLIP

#12 MIN SDST FASTENERS, 24" OC MAX WITH MFR PROVIDED BRACKETS

FILE NO: 34-CSUS

ACOUSTICAL INSULATION

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

(E) 5/8" GYP BD

9"H X 3/4" X 6' 16GA BACKING

MARKERBOARD A

5/8" GYP BD

STANDARD METAL STUD DETAILS

NOTE: WHERE BACKING IS REQUIRED AT SOUND ISOLATION CLIPS, BACKING IS TO BE ONLY ATTACHED INTO THE HAT CHANNEL AND NOT INTO METAL STUD FRAMING

(E) MTL STUD WALL SECTION W/ ISOLATION CLIPS 3" = 1'-0"

TITLE

TRAY

FLS

DATE

#12 MIN SDST FASTENERS, 12" OC MAX WITH MFR PROVIDED BRACKETS 4/25/2019 8:48:28 AM

3" MAX

BASE SEE FINISH SCHEDULE FINISH FLOOR, SEE FLOOR SCHED

FOR ATTACHMENT TO STRUCTURE

FROM FINISH FLOOR

5/8" GYP BD B

24" OC MAX

A-532

?DRS TRACKING NUMBER? ?YYMMDD?. Q1

(E) MTL STUD WALL W/ ISOLATION CLIPS AND BACKING 3" = 1'-0"

?DRS TRACKING NUMBER? ?YYMMDD?. Q1

SHEET

A-533

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

DOOR SCHEDULE DOOR NO

LOCATION

FIRE RATING (MINS)

2204 2601 2602 2603 2604

COMPUTER LAB AUDIOLOGY LAB AUDIOLOGY LAB AUDIOLOGY LAB CLASSROOM

45 0 0 0 45

DOORS HDW GP (none) 7 7 7 (none)

TYPE

WIDTH

DV2 DV2 DV2

3'-0" 3'-0" 3'-0"

LEAF 2 TYPE WIDTH

DOOR SCHEDULE GENERAL NOTES

FRAMES MATL

HEIGHT FINISH

TYPE

MATL

FINISH

HEAD

JAMB

SILL

GL GL GL

FB1 FB1 FB1

HM HM HM

PT PT PT

----

14/A-541 14/A-541 14/A-541

11/A-541 11/A-541 11/A-541

STC

SECURITY

KEYING ACCESS

1. 2.

COMMENTS EXISTING RATED DOOR TO REMAIN

WD WD WD

7'-0" 7'-0" 7'-0"

ST ST ST

15/A-541 15/A-541 15/A-541

45 45 45

4. EXISTING RATED DOOR TO REMAIN

7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

GENERAL DOOR SHEET NOTES ARE TYPICAL UNLESS NOTED OTHERWISE. FLOORS OR LANDINGS ON EACH SIDE OF EXIT DOORS SHALL NOT EXCEED ½” FROM THE TOP OF THE DOOR THRESHOLD TO THE FLOOR OR LANDING SURFACE ON EITHER SIDE OF THE DOOR ASSEMBLY. EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF TRAVEL. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 POUND MAXIMUM FORCE LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, PINCH OR TWIST THE OPENING HARDWARE THE BOTTOM 10” OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. RATED DOORS SHALL BE POSITIVE LATCHING AND SELF CLOSING. FIRE RATED DOORS AND GLASS SHALL HAVE AN APPROVED LABEL OR LISTING MARK INDICATING THE FIRE PROTECTION RATING WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHERE FABRICATION AND ASSEMBLY OCCUR. DOOR AND FRAME ASSEMBLY DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. COORDINATE OVERALL DOOR FRAME DEPTHS WITH WALL TYPES. FOR DOOR HARDWARE GROUPS, SEE PROJECT SPECIFICATIONS. FOR SIGNAGE LOCATIONS, SEE SIGNAGE PLANS. FOR SIGNAGE ON OR ADJACENT TO DOORS, SEE SHEET SERIES G-100. GLASS DOORS, SIDELIGHTS, AND GLAZED OPENINGS WITHIN 18” OF THE FLOOR OR WITHIN 24” HORIZONTALLY OF ANY DOOR OPENING SHALL BE FULLY TEMPERED GLASS APPROVED FOR IMPACT HAZARD. PROVIDE RATED GLASS AT RATED DOORS AND FRAMES WITH LITES. SEE DOOR SCHEDULE AND PROJECT SPECIFICATIONS. COORDINATE THE SIZE AND LOCATION OF RECESSES IN CONCRETE FLOORS FOR RECESSED DOOR HARDWARE. SEE SECURITY DRAWINGS FOR DOORS WITH CARD READERS AND OTHER SECURITY ELECTRONICS, COORDINATE WITH ELECTRICAL. HOLLOW METAL FRAMES IN MASONRY CONSTRUCTION SHALL BE GROUTED FULL.

SEAL

5/8" GYP O/ MTL STUDS SEE WALL TYPES

EN . 08 - 3 1 - 1 O F OF CAL I

R E

ST T

C23603

1/2"

DOOR ANCHOR BY MNFR

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

PROJECT

ACOUSTICAL DOOR

FILL FRAME COMPETELY WITH ROCK WOOL INSULATION

NEOPRENE SEAL

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

#10 H.W.H. SELF DRILLING SCREW @ 4" OC

SEAL ADJUSTING AREA

7667 FOLSOM BLVD, SACRAMENTO, CA 95826 CLIENT

LEGEND 14

ACOUSTICAL DOOR HEAD 3" = 1'-0"

(E) = EXISTING ADO = AUTOMATIC DOOR OPERATOR ADC = AUTOMATIC DOOR CLOSER CR = CARD READER EL = ELECTRIC LOCK HDW GP = HARDWARE GROUP HO = HOLD OPEN PH = PANIC HARDWARE V = VINYL STRIPS GLASS LEGEND: GL = GLASS LG = LEADED GLASS RG = RATED GLASS SG = SPANDREL GLASS

MATERIAL ALUM = ALUMINUM DHM = DETENTION HOLLOW METAL HM = HOLLOW METAL SST = STAINLESS STEEL WD = WOOD

FINISH ANOD = ANODIZED FRP = FIBER REINFORCED PLASTIC PLAM = PLASTIC LAMINATE PT = PAINT ST = STAIN

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

ISSUED MARK

DATE

DESCRIPTION

GLASS LEGEND NOTES: 1. SEE SPECS FOR GLASS TYPS NOTED SWING OF DOOR TO OPEN POSITION

5/8" GYP O/ MTL STUDS SEE WALL TYPES

NO. 1/4" - 20 T.H.M.S. ADJUSTING SCREW

1/2"

JAMB OPENING HEIGHT NET DOOR HEIGHT

#10 H.W.H. SELF DRILLING SCREW @ 4" OC

SEAL ADJUSTING AREA

SET THRESHOLD IN GROUT 3"

FLOOR/SLA B LINE

FILL FRAME COMPETELY WITH ROCK WOOL INSULATION

MAX

DOOR TYPE D = DOOR S = SLIDER

1/2" x 7 1/2" ANODIZED ALUMINUM THRESHOLD BY SOUND DOOR MFR

DOOR CONFIGURATION F = FLUSH G = GLASS V = VISION L = LOUVER D = DUTCH J = DETENTION S = SLIDER O = OVERHEAD C = COUNTER A = ACCORDION P = STRIP CURTAIN

ACOUSTICAL DOOR SILL 3" = 1'-0"

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

016279.06 ?00.00.00? LIONAKIS 2015

AGENCY

CONFIGURATION VERSION 1 = VERSION 1 2 = VERSION 2 ETC.

FRAME TYPES

DF1A

VERSION VARIATION A = VARIATION A B = VARIATION B ETC.

FILE NO: 34-CSUS

FRAME TYPE SYMBOL KEY

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FRAME PROFILE (AT DOOR ONLY) F = DOUBLE RABBET (TYP) R = SINGLE RABBET E = DOUBLE EGRESS C = CASED P = POCKET

FRAME CONFIGURATION B = BASIC THREE-SIDED T = TRANSOM G = GLASS LITE V = VISION LITE W = TRANSOM W/ GLASS LITE X = TRANSOM W/ VISION LITE J = DETENTION P = PARTIAL TWO-SIDED Q = FOUR-SIDED CONFIGURATION VERSION 1 = VERSION 1 2 = VERSION 2 ETC.

SEE SCHED SEE SCHED

1'-11"

SEE SCHED

2'-1"

SEE SCHED

43" MAX

4/25/2019 8:48:31 AM

ACOUSTICAL DOOR JAMB

DOOR TYPES

SEE SCHED

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

DOOR ANCHOR BY MNFR

3" = 1'-0"

DOOR TYPE SYMBOL KEY

SPONGE NEOPRENE EXTENDS 1/4" BEYOND EDGE OF DOOR ON BOTH SIDES

NEOPRENE SEAL

MAX

1/2"

ACOUSTICAL DOOR

MIN

3/4"

FIN FLR DF1 - WOOD DOOR

DV2 - WOOD DOOR

FIN FLR FB1

FB1M

VERSION VARIATION A = VARIATION A M = VARIATION W/ MULLION R = VARIATION W/ REMOVABLE MULLION ETC.

FLS

DATE

TITLE

DOOR AND WINDOW SCHEDULE & DETAIL SHEET

A-541

HANGER WIRE

SLOT END OF TUBE

OPTION 1

1-1/2" x 1-1/2" x 12 GA x 0'-2" CLIP

EMT CONDUIT COMPRESSION STRUT, PLACE TIGHT TO CLIP OR STRUCTURE

OPTION 2

EMT COMP STRUT TO (E) WOOD JOISTS

AE_A_0550_008 Q1

3" = 1'-0"

1 1/2" MAX

15 A-551

COPE FLANGE OR FLATTEN TO ALLOW INSTALLATION OF PANELS

MAIN RUNNER

FIXED SIDE

1 1/2" MAX

CROSS RUNNER

6 MIN

AE_A_0550_010 Q1

3" = 1'-0"

DISTANCE FROM CLG TO STRUCTURE ABOVE

COMPRESSION STRUT SIZE

≤ 8'-0" ≤ 12'-0"

362S125-30 362S162-33

NOTES: 1. DO NOT USE THIS DETAIL WHERE COMPRESSION STRUTS ARE VISIBLE TO BUILDING OCCUPANTS. 2. ALL PRODUCTS SHALL POSSESS DIMENSIONS, SECTION PROPERTIES, AND MATERIALS IN COMPLIANCE WITH THE AISI D100 MANUAL OF COLD-FORMED STEEL DESIGN AND BE MANUFACTURED BY A CURRENT MEMBER OF THE "STEEL STUD MANUFACTURER'S ASSOCIATION" (SSMA). 3. STEEL MEMBERS 18GA OR LIGHTER SHALL BE MANUFACTURED PER ASTM A653 SS, GRADE 33, AND 16 GA OR HEAVIER PER ASTM A653 SS, GRADE 50, CLASS I.

TYP STUD COMPRESSION STRUT

15 A-551

FIXED SIDE

AE_A_0550_012 ?YYMMDD?. Q1

1 1/2" = 1'-0"

FOR CEILING CONNECTION, SEE DETAIL

THESE REQUIREMENTS APPLY TO FLAT AND LEVEL CEILING SYSTEMS WHOSE TOTAL WEIGHT (INCLUDING CEILING-MOUNTED AIR TERMINALS, SERVICES, AND LIGHT FIXTURES) DOES NOT EXCEED FOUR (4) PSF.

MAIN RUNNER

15 A-551

(2) #12 SDST SCREWS

TYP HANGER WIRE TO STUD WALL

12 GA VERTICAL HANGER WIRES @ 48" OC MAX EACH WAY

TYPICAL CEILING BRACING 14 ASSEMBLY, SPACE PER A-551 TABLE BELOW

MAX BRACING ASSEMBLY SPACING SDS ≤ 1.15 12'-0" x 12'-0"

1.15 ≤ SDS ≤ 1.73

8'-0" x 12'-0"

SDS ≥ 1.73

8'-0" x 8'-0"

* SDS SHALL BE PER STRUCTURAL DRAWINGS. IF NO STRUCTURAL DRAWINGS ARE INCLUDED, DETERMINE VALUE PER CURRENT BUILDING CODE.

TYPICAL CEILING PLAN

MIN

6" MIN

2" MAX

(2) #10 SDST SCREWS

LC 10 45 DEG M DE G M IN AX

AE_A_0550_011 Q1

3" = 1'-0"

DISTANCE FROM CLG TO STRUCTURE ABOVE

COMPRESSION STRUT SIZE

≤ 4'-0" ≤ 8'-0" ≤ 12'-0"

3/4" DIA 1 1/4" DIA 2" DIA

TYP EMT COMPRESSION STRUT

STEEL TRACK CONT OVER (2) STUDS MIN W/ (3) #12 SCREWS TO EA STUD (SCREWS TO WOOD STUDS TO HAVE 1 1/2" MIN EMBED)

#10 x 3" LONG SDST SCREW, TYP EA END

CUT FLANGES AND BEND TYP HANGER WIRE SPACING

OR 1/4 THE LENGTH OF THE END RUNNER, WHICHEVER IS GREATER

362S162-54 BLOCKING BTWN TRAPEZE MEMBERS TO SUPPORT PERP BRACING WIRES (2) #12 SCREWS FROM COMPRESSION STRUT TO TRAPEZE CONT TRACK EA END W/ #12 SCREWS TO EA TRAPEZE FLANGE

EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND AT JUNCTIONS OF CORRIDORS AND LOBBIES OR OTHER SIMILAR AREAS.

FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT SHALL BE PROVIDED TO DIVIDE THE CEILING INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET.

11.

12.

MAIN RUNNER

3/4'' CLR TYP

TIGHTEN SCREW TO WEB OF GRID TO PREVENT MOVEMENT

SIM TO TYP CEILING BRACING ASSEMBLY; OMIT (1) BRACE AT OBSTRUCTION

362S162-54

SUSPENDED ACOUSTICAL CEILING

FIXED SIDE

AE_A_0550_007 Q1

3/4" = 1'-0"

TRAPEZE FRAMING PER DETAILS

(2) #12 SST SDST SCREWS @ 12" O.C. (MAX 6" FROM ENDS)

17.

ALL CEILING FIXTURES, TERMINALS, AND OTHER DEVICES SHALL BE MOUNTED IN A MANNER THAT WILL NOT COMPROMISE CEILING PERFORMANCE.

ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEMS BY SCREWS OR APPROVED FASTENERS. A MINIMUM OF TWO ATTACHMENTS ARE REQUIRED AT EACH LIGHT FIXTURE PER ASTM E580, SECTION 5.3.1.

20.

LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LBS SHALL HAVE A MINIMUM OF ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE.

21.

LIGHT FIXTURES WEIGHING GREATER THAN 10 LBS BUT LESS THAN OR EQUAL TO 56 LBS MAY BE SUPPORTED DIRECTLY ON THE CEILING RUNNERS, BUT THEY SHALL HAVE A MINIMUM OF TWO (2) #12 GAGE SLACK SAFETY WIRES CONNECTED FROM THE FIXTURE HOUSING AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE.

22.

LIGHT FIXTURES WEIGHING GREATER THAN 56 LBS SHALL BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES ATTACHED TO THE HOUSING AND TO THE STRUCTURE ABOVE.

23.

ALL FOUR FOOT BY FOUR FOOT LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER UNLESS SUPPORTED AS FOR FIXTURES WEIGHING GREATER THAN 56 LBS.

24.

SURFACE-MOUNTED FIXTURES SHALL BE ATTACHED TO THE MAIN RUNNER WITH AT LEAST TWO POSITIVE CLAMPING DEVICES MADE OF MATERIAL WITH A MINIMUM #14 GAGE. ROTATIONAL SPRING CATCHES DO NOT COMPLY. A #12 GAGE SUSPENSION WIRE SHALL BE ATTACHED FROM EACH CLAMPING DEVICE TO THE STRUCTURE ABOVE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE EIGHT (8) FEET OR LONGER. MAXIMUM SPACING BETWEEN SUPPORTS SHALL NOT EXCEED EIGHT (8) FEET.

RIGID CONDUIT SHALL NOT BE USED FOR ATTACHMENT OF THE FIXTURES.

27.

ALL FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEMS BY SCREWS OR APPROVED FASTENERS. A MINIMUM OF TWO ATTACHMENTS ARE REQUIRED AT EACH COMPONENT.

28.

FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING LESS THAN OR EQUAL TO 20 POUNDS SHALL HAVE ONE (1) 12 GAGE SLACK SAFETY WIRE ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE.

29.

FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 20 POUNDS BUT LESS THAN OR EQUAL TO 56 POUNDS SHALL HAVE TWO (2) #12 GAGE SLACK SAFETY WIRES ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE.

1 1/2" MAX

2" 1/ M AX

REMOVABLE CLOSURE (WHITE) BRACING WIRE W/ (4) TIGHT TURNS WITHIN FIRST 1 1/2" AS SHOWN

SHADECLOTH- SIZE TO COVER WINDOW COMPLETELY

33.

ALL LIGHTWEIGHT MISCELLANEOUS DEVICES WEIGHING MORE THAN 20 POUNDS SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES ATTACHED FROM THE DEVICE TO THE STRUCTURE ABOVE.

34.

METAL PANELS AND PANELS WEIGHING MORE THAN ONE-HALF (1/2) PSF, OTHER THAN MINERAL FIBER ACOUSTICAL TILE, ARE TO BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION RUNNERS.

HANGER WIRE

BRACING WIRE

3" = 1'-0"

AGENCY

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

TYP SADDLE TIE 3" = 1'-0"

AE_A_0550_006 Q1

SUSPENDED CEILING NOTES 12" = 1'-0"

TITLE

SUSPENDED CEILING DETAILS - TYPICAL SHEET

016279.06 ?00.00.00? LIONAKIS 2015

DATE

(E) ALUM STOREFRONT SYSTEM

WINDOW SHADE - WALL MOUNTED

DESCRIPTION

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

ALL LIGHTWEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS, OCCUPANCY SENSORS, SPEAKERS, EXIT SIGNS, AND ETC, SHALL BE ATTACHED TO THE CEILING GRID BY SCREWS OR APPROVED FASTENERS. A MINIMUM OF TWO ATTACHMENTS ARE REQUIRED AT EACH COMPONENT. ALL LIGHTWEIGHT MISCELLANEOUS DEVICES WEIGHING MORE THAN 10 POUNDS SHALL HAVE A #12 GAGE SLACK SAFETY WIRE FROM THE DEVICE TO THE STRUCTURE ABOVE.

DATE

MANAGEMENT

FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE.

32.

DOUBLE LOOP AT SUPPORT, TYP

HEMBAR SEALED INSIDE SHADECLOTH

SUPPORT PENDANT-MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AS SHOWN ON ELECTRICAL DWGS. IF THE PENDANT-MOUNTED LIGHT FIXTURE IS DIRECTLY AND INDEPENDENTLY BRACED BELOW THE CEILING, IE, AIRCRAFT CABLES TO WALLS, THEN A BRACE ASSEMBLY IS NOT REQUIRED ABOVE THE CEILING. IF THE PENDANT-MOUNTED LIGHT FIXTURE IS NOT DIRECTLY AND INDEPENDENTLY BRACED BELOW THE CEILING, THEN A TYPICAL BRACING ASSEMBLY IS REQUIRED WHERE THE PENDANT HANGER PENETRATES THE CEILING. WHERE THE WEIGHT OF THE FIXTURE IS LESS THAN 20 POUNDS, A COMPRESSION STRUT IS NOT REQUIRED FOR THE BRACING ASSEMBLY.

26.

31.

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

MARK

19.

SUSPENDED CEILING SYSTEM

CLIENT

ISSUED

CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR TERMINALS, OR DEVICES.

30.

SEE CEILING PLAN

7667 FOLSOM BLVD, SACRAMENTO, CA 95826

18.

1/2" DIA DRILLED HOLE, TYP

EN . 08 - 3 1 - 1 O F OF CAL I

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

HANGER WIRES THAT ARE MORE THAN ONE (HORIZONTAL) IN SIX (VERTICAL) OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES. WHERE PERIMETER HANGER WIRES AT MAIN RUNNERS ARE POSITIVELY ATTACHED TO THE PERIMETER CLOSURE ANGLE, COUNTER-SLOPING IS OPTIONAL. SEE ASTM C636 (FIGURE 1) FOR COUNTER-SLOPING METHODS.

FREE SIDE

R E

PROJECT

16.

ROLLER TUBE AND SHADE BAND ASSEMBLY (MAX 20 LBS)

FASTEN HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS IN THREE (3) INCHES. HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR ROTATION OF THE MEMBER WITHIN THE LOOPS (SEE ASTM E580, SECTION 5.2.7.2). FASTEN BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF ONE AND ONE-HALF (1 1/2) INCHES.

HANGER WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS, OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS.

25.

AE_A_0550_004 Q1

15.

ACOUSTICAL CEILING EDGE 6" = 1'-0"

C23603

SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUITS, AND ETC.

AT CURTAIN WALL AND ROLLER SHADE HOUSING CONDITIONS, TYP

TRAPEZE AT COMPRESSION STRUT

D A RCH SE I E N A N McM TE H U T A

14.

INSTALL SCREW SO MOVEMENT IS PERMITTED CEILING GRID 7/8" x 18GA WALL ANGLE WITH CLIP AND #10 x 1 1/2" LONG SDST SCREW TO WALL STUDS @ 24" OC MAX

PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A TWO (2) INCH OVERSIZED RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE (1) INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, PER ASTM E580, SECTION 5.2.8.5, A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMMODATE ONE (1) INCH OF CEILING MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF THE OVERSIZED RING, SLEEVE, OR ADAPTER. LATERAL FORCE BRACING MAY BE OMITTED FOR SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR LESS.

HANGER OR BRACING WIRE ANCHORED TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE.

ACOUSTIC CEILING TILE WHERE OCCURS

ACOUSTICAL CEILING SYSTEM

AE_A_0550_008 Q1

OR 1/4 THE LENGTH OF THE END RUNNER, WHICHEVER IS GREATER

HANGER WIRE, TYP

SEAL

13.

8" MAX

CROSS RUNNER

HANGER WIRE W/ (3) TIGHT TURNS MIN WITHIN FIRST 1 1/2" AS SHOWN

4/25/2019 8:48:35 AM

CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS PER ASTM E580, SECTION 5.2.3. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4 INCH CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE, AND A MINIMUM OF 3/4 INCH CLEAR OF WALL.

AE_A_0550_003 Q1

3/4" = 1'-0"

SADDLE TIE, TYP

HANGER WIRE TRAPEZE 1 1/2" = 1'-0"

TYP CEILING BRACING ASSEMBLY 8" MAX

DBL HANGER WIRE W/ 4" MIN SEPARATION

1 1/2" MAX TYP

362S125-43 STEEL STUD OR PAIR OF 1 1/2" COLD ROLLED CHANNELS SCREWED BACK-TOBACK W/ #10 SDST SCREWS @ 24" OC MAX HANGER WIRE W/ SADDLE TIE

DUCT OR OTHER OBSTRUCTION

TYP WALL STUDS (20GA MIN AT STEEL STUDS & 2x MIN AT WOOD STUDS) W/ (2) LAYERS 5/8" GYP BOARD MAX

TYP CEILING BRACING ASSEMBLY

AE_A_0550_008 Q1

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

NOTES: 1. THIS DETAIL DOES NOT APPLY TO CONDITIONS WHERE A COMPRESSION STRUT OCCURS UNDER TRAPEZE. 2. BRACING WIRES CANNOT ATTACH TO CHANNEL ABOVE.

AE_A_0550_009 Q1

1 1/2" = 1'-0"

DUCT OR OTHER OBSTRUCTIO N (3) TIGHT TURNS WITHIN FIRST 1 1/2" AS SHOWN, TYP

(2) #10 SMS SCREWS TO (E) HAT CHANNEL

3" = 1'-0"

MAIN RUNNER

SLOT END OVER MAIN RUNNER OR FLATTEN END

SPAN

EQEQ

SUSPENSION SYSTEM INSTALLATION SHALL COMPLY WITH 2016 CBC SECTION 808, ASCE 7-10, ASTM C635, ASTM C636, SECTION 5.2 OF ASTM E580, MANUFACTURER'S EVALUATION AGENCY REPORT, AND THE CONSTRUCTION DOCUMENTS.

CROSS RUNNER

3" MIN TYP

HANGER WIRE TRAPEZE

(4) #12 GA SPLAY WIRE BRACING IN PLANE OF EA RUNNER AT COMPRESSION STRUT. WIRE BRACING TO HAVE (4) TIGHT TURNS WITHIN 1 1/2" AT EACH END

CROSS RUNNER

HANGER WIRE, TYP

MAIN RUNNER

1/4" DIA MACHINE BOLT

TYP BRACING WIRE TO STUD WALL

TYP HANGER WIRE SPACING

MAIN RUNNERS, CROSS RUNNERS, SPLICES, EXPANSION DEVICES, AND INTERSECTION CONNECTORS SHALL BE DESIGNED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 LBS IN COMPRESSION AND TENSION PER ASTM E580 SECTION 5.1.2.

10.

8'-0" MAX

10 A-551

3 TIGHT TURNS, TYPICAL

AE_A_0550_008 Q1

1 1/2" MAX

1 1/2" = 1'-0"

9 A-551

EMT GALVANIZED, SIZED TO SLIDE NEATLY OVER COMPRESSION STRUT

NOTES: 1. CEILING BRACING WIRE SHALL NOT BE ATTACHED TO WALL ON "FREE JOINT" SIDE OF CEILING 2. WHERE ONLY (1) LAYER OF 5/8" GYP IS USED, #12 SCREWS MAY BE REPLACED W/ #10 SCREWS 3. SCREWS INTO WOOD STUDS SHALL HAVE 1 1/2" MIN EMBED INTO STUD

1'-0" MAX

1/2" MAX

2 HANGER WIRE TRAPEZE

BRACE WIRE, TYP

45° MAX

BRACING WIRES MUST ATTACH TO 1/4" DIA EYE LAG W/ 1 1/2" EMBED INTO (E) WOOD JOIST, LOCATE AT INTERSECTION OF (E) JOIST AND (E) HAT CHANNEL

VERTICAL HANGER WIRE

STUD OR EMT COMPRESSION STRUT

TYP

ATTACH TO (E) HAT CHANNELS W/ 1/4" DIA EYE LAG. ONLY ONE HANGER WIRE PERMITTED PER HAT CHANNEL PER JOIST BAY

CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON STEEL CONFORMING TO ASTM A641. WIRE SHALL BE #12 GAGE (0.106" DIAMETER) WITH SOFT TEMPER AND A MINIMUM TENSILE STRENGTH OF 70 ksi.

HANGER WIRE

BRACE WIRE WITH (4) TIGHT TURNS WITHIN FIRST 1 1/2" OF WIRE

12GA x 1" WIDE CLIP WITH 1 1/2" LEGS W/ (2) #12 SDST SCREWS TO STUD OR BACKING

(E) 7/8" HAT CHANNELS @ 16" OC MAX

THE CEILING GRID SYSTEM MUST BE RATED HEAVY-DUTY AS DEFINED BY ASTM C635.

CT Y R RT

(E) FLOOR JOIST

600S137-54 BACKING; SPAN MIN (2) WALL STUDS & CONNECT W/ (4) #12 SDST SCREWS EA STUD. WHERE CLIP ATTACHES DIRECTLY TO WALL STUDS, ONLY (2) SCREWS ARE REQUIRED

3/4" MIN

(2) LAYERS OF 5/8" GYP BD MAX TYP WALL STUD (18GA MIN STEEL STUD OR 2x MIN WOOD STUD)

SUSPENSION SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C635 AND SECTION 5.1 OF ASTM E580.

AE_A_0550_005 Q1

SCALE: NTS

1 A-551

EMT GALVANIZED COMPRESSION STRUT, SIZE PER TABLE BELOW

(2) #10 SMS

CROSS RUNNER

FREE SIDE

12GA PERIMETER HANGER WIRE WITH (3) TIGHT TURNS WITHIN FIRST 3" OF WIRE

PERIMETER WALL ANGLE

(2) #10 SMS

BRACE WIRE, TYP

15 A-551

NOTES: 1. THIS DETAIL APPLIES FOR PERIMETER WIRE ATTACHMENT OR WHERE OBSTRUCTION PREVENTS ATTACHMENT TO STRUCTURE ABOVE 2. HANGER WIRE SHALL HAVE A MINIMUM STRETCH LENGTH OF 12" 3. WHERE ONLY (1) LAYER OF 5/8" GYP IS USED, #12 SCREWS MAY BE REPLACED W/ #10 SCREWS 4. SCREWS INTO WOOD STUDS SHALL HAVE 1 1/2" MIN EMBED INTO STUD

3 77/128"

12 GA PERIMETER HANGER WIRES AT TERMINAL END OF EACH MAIN RUNNER AND CROSS TEE LINE OF PERIMETER WALL

4 205/256"

362S125-30 MIN BACKING; SPAN MIN (2) WALL STUDS & CONNECT W/ (2) #12 SDST SCREWS EA STUD, OMIT WHERE CLIP ATTACHES DIRECTLY TO STUD

12GA x 3/4" WIDE CLIP WITH 1" LEGS W/ (2) #12 SDST SCREWS TO STUD OR BACKING (2) #10 SMS SCREWS TO (E) HAT CHANNEL

1/2 TYP BRACING ASSEMBLY SPACING

FREE SIDE

TYP WALL STUD (18GA MIN STEEL STUD OR 2x MIN WOOD STUD)

(E) FLOOR JOISTS

STEEL STUD COMPRESSION STRUT; SEE TABLE FOR SIZE

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

(2) LAYERS OF 5/8" GYP BD MAX

3 A-551

LI JO C N

FOR CEILING CONNECTION SEE DETAIL,

5/8" MIN EDGE DISTANCE, TYP

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

AE_A_0550_002 Q1

A-551

CABINET DESIGN SERIES (CDS) COUNTER SEE DETAIL

6 A-561

TRIM EXPOSED END OF ANGLE AT 45° ANGLE AS SHOWN

•

BASE CABINETS W/O DRAWERS

100 SERIES

•

BASE CABINETS W/ DRAWERS

200 SERIES

•

WALL HUNG CABINETS

300 SERIES

•

TALL STORAGE CABINETS

400 SERIES

•

TALL WARDROBE CABINETS

500 SERIES

•

LIBRARY CABINETS

600 SERIES

•

MOVEABLE CABINETS

700 SERIES

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

(3) #12 x 3/4" WOOD SCREWS PER BRACE

SEE RCP FOR CEILING LAYOUT AND HEIGHT

REF. CEILING PLAN

CLOSE AND SEAL WALL PENETRATION AT BRACE

SEE

EQ. (3) #12 SCREWS @ 1" OC T&B OF ANGLE TO STUD

LOW PROFILE DUST CAP

SECTION UPPER CABINET DOOR 3 A-561

5" 3/4" ADJUSTABLE SHELF W/ WHITE MELAMINE FINISH

MDF BACKING W/ WHITE MELAMINE FINISH

SCRIBE TO WALL AT BACK AND SIDES. PROVIDE FINISH FACE ON ALL EXPOSED SURFACES

2-0" 3"

IA N

R E

EN . 08 - 3 1 - 1 O F OF CAL I

CABINET DOOR

DOOR PULL SEE INTERIOR ELEVATIONS

PROJECT

(5) 3/4" ADJUSTABLE SHELVES W/ WHITE MELAMINE FINISH

3/4" ADJUSTABLE SHELF W/ WHITE MELAMINE FINISH

ANGLE BRACE AT 24" OC

5 A-561

1" = 1'-0"

7667 FOLSOM BLVD, SACRAMENTO, CA 95826

5 A-561

TYP CASEWORK SECTION ?DRS TRACKING NUMBER? ?YYMMDD?. Q1

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

20 GA MIN STUD AT EA BRACE

BASE CABINET DOOR

C23603

SEE INTERIOR ELEVATION

ISOMETRIC

D A RCH SE I E N A N McM TE H U T A

CT Y R RT

DOOR PULL SEE INTERIOR ELEVATIONS

L 1 3/4" x 1 3/4" x 1/4 STEEL ANGLE PAINTED BLACK, TYP

SEAL

2' - 1"

TRIM EDGE AT 45° ANGLE (NOT SHOWN FOR CLARITY)

4 A-561

6 COUNTER SEE DETAIL A-561

7" 3"

DOOR PULL SEE INTERIOR ELEVATIONS

FACE OF WALL

1'10 "

LI JO C N

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

PLAN

FIN. FLR.

TYP CASEWORK SECTION ?DRS TRACKING NUMBER? ?YYMMDD?. Q1

1" = 1'-0"

CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

TYP CONCEALED ANGLE BRACKET 1 1/2" = 1'-0"

?DRS TRACKING NUMBER? ?YYMMDD?. Q1

CONT. BLOCKING ISSUED COUNTER PER FINISH SCHEDULE

3/4" PLYWOOD, TYPICAL

DATE

DESCRIPTION

TYPICAL

SCREWS@ 12" O.C. MAX. (MIN. (2) PER CABINET)

MARK

MTL. BACKING SEE DETAIL CONTINUOUS SILICON SEALANT JOINT

UPPER ANCHOR CABINET BACK

#10 X 34 FLAT HEAD WOOD SCREW 2"

(2) #12-14 TEKS/4 SCREWS

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

016279.06 ?00.00.00? LIONAKIS 2015

24" DEPTH OF CASEWORK, TYPICAL AGENCY

LOWER ANCHOR

TYP UPPER CASEWORK ANCHORAGE ?DRS TRACKING NUMBER? ?YYMMDD?. Q1

3" = 1'-0"

TYP COUNTERTOP 1" = 1'-0"

?DRS TRACKING NUMBER? ?YYMMDD?. Q1

FINISHED WALL SCRIBE TO WALL

BACK SPLASH

FILE NO: 34-CSUS

BASE CABINET COUNTER PER FINISH SCHEDULE

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

#12x 2 3/4" WOOD SCREWS @ 16" OC MAX CONTINUOUS 2x PRESSURE TREATED WOOD NAILER

FLS

DATE

4" RUBBER BASE

TITLE SCREWS @ 12" O.C., TWO (2) SCREWS PER CABINET MIN.

DETAILS CASEWORK

F.F.

MTL. BACKING SEE

4/25/2019 8:48:38 AM

MANAGEMENT

MTL. BACKING PER DETAIL

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

SCRIBE TIGHT TO WALL

33-1/2" ABOVE FINISH FLOOR TYP.

SCREWS @ 12" O.C. MAX. (MIN. (2) PER CABINET)

3/4"

1 1/2"

CONT. BLOCKING B

#10 SCREWS @ 12" OC

SHEET

TYP BASE WALL ANCHOR 3" = 1'-0"

?DRS TRACKING NUMBER? ?YYMMDD?. Q1

TYP FLOOR BASE ANCHOR 3" = 1'-0"

?DRS TRACKING NUMBER? ?YYMMDD?. Q1

A-561

GENERAL NOTES

MANUFACTURER

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FINISH CODE

INTERIOR FINISH LEGEND

CARPET C1 TANDUS

TYPE / STYLE, COLOR, SIZE STYLE: STREET LIFE 03973 COLOR: CURBSIDE 36108

BASE B1 JOHNSONITE CEILING FINISHES CL1 ARMSTRONG

IF AT ANY TIME THE GENERAL CONTRACTOR REQUIRES CLARIFICATION OF FINISH LOCATIONS, CONTACT PROJECT ARCHITECT PRIOR TO FINISH APPLICATION.

CEILING FINISHES SHALL BE IN COMPLIANCE WITH TABLE 803.9

WALL AND CEILING MATERIALS SHALL NOT EXCEED THE ALLOWABLE FLAME SPREAD CLASSIFICATION IN APPLICABLE CODE, CLASS A

INTERIOR WALL AND CEILING FINISHES FOR ALL ROOMS AND ENCLOSED SPACES IN 1-2.1 OCCUPANCY, INCLUDING EXIT ENCLOSURES AND CORRIDORS SHALL BE CLASS B WITH FLAME SPREAD 26 TO 75.

ALL CEILING AND HEADERS TO BE PAINTED P1, UNO.

DOORS FRAMES TO BE LATEX PAINT WITH A GLOSS LEVEL G5 - SEMI-GLOSS FINISH, UNO.

ALL PAINT IN OR ROOMS TO BE A GLOSS LEVEL G5 - SEMI-GLOSS, UNO.

PATCH AND REPAIR ALL AREAS AFFECTED BY DEMOLITION. FINISH TO MATCH ADJACENT SURFACES UNO.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

QUARTER TURN INSTALLATION

PAINT P1 KELLY MOORE COLOR: URBAN BIRD #KM4584 FINISH: SEMI-GLOSS PLASTIC LAMINATE PL1 LAB DESIGNS STYLE: GREY OAK STYLE #: VN707 SM SOLID SURFACE SF1 DUPONT COLOR: CORIAN "LINEN"

NOTES

VERTICAL GRAIN INSTALLATION

10. ALL WALL FINISH TEXTURE SHALL MATCH EXISTING CAMPUS STANDARDS. 11. A MINIMUM OF 72 HOUR NOTICE IS REQUIRED FOR ANY TESTING AND/OR INSPECTION

COLOR: THIS ORE THAT

STYLE: ULTIMA 1914 COLOR: WHITE SIZE: 2X4

RESILIENT FLOORING R1 SHAW HARD STYLE NAME: JEOGORI SURFACE STYLE # 012V COLOR NAME: LINEN COLOR #90500 SPECIALITY PRODUCT SP1 MECHOSHADE STYLE NAME: 6000 SERIES TWILL , EUROTWILL WEAVE COLOR: 6009 DOVE GREY

INTERIOR FINISH REMARKS

+/- 3% OPENNESS FACTOR, QUAKER BRONZE FASCIA

SEE REFLECTED CEILING PLAN FOR CLARIFCATION ON CEILING TYPES AND FINISH.

SEE INTERIOR ELEVATIONS FOR FINISH CLARIFICATION AND LOCATION.

FLOORING AND COVED BASE SHALL HAVE WELDED SEAMS TO MATCH DARKEST ADJACENT FLOORING

ROOM FINISH SCHEDULE 2204 2601 2602 2603 2604

CORRIDOR 2316

PT OFFICE 2306B

SERV CLOS. 2401A

CLASSROOM

E E E E E

C1 R1 C1 R1 C1

B1 B1 B1 B1 B1

5 5 5 5 E

P1 P1 P1 P1 P1

E 5 5 E E

P1 P1 P1 P1 P1

5 5 5 5 5

P1 P1 P1 P1 P1

E E 5 5 E

P1 P1 P1 P1 P1

CL1 CL1 CL1 CL1 CL1

NONE 1 NONE 1 NONE

LEGEND

PLASTIC LAMINATE DUST CAPS TO MATCH ADJACENT VERTICAL LAMINATE, UNO. D A RCH SE I E N A N McM TE H U T A

COUNTER EDGE BANDING TO BE 3MIL GREENLINE ABS EDGEBANDING, TO MATCH HORIZONTAL SURFACE.

C23603 T

SEAL

ASSISTIVE LISTENING DEVICE 41 OCC x 4% = 1.64, OR 2 PORTABLE DEVICES

ALL CASEWORK SHELVING SHALL BE ADJUSTABLE, UNO.

5 G-111

FUNCTION ROOM SIGNAGE, SEE DETAIL

C1 P1

4. DRAWER AND DOOR EDGE BANDING TO BE 0.018 3 MIL EDGE BANDING TO MATCH VERTICAL SURFACE.

2306A

NOTES

2604

PT OFFICE

CASEWORK LEGEND AND NOTES

2308A

AUDIOLOGY LAB

2305A

2602

2603

AUDIO LAB CONSULT

HORIZONTAL: SF1 - COUNTERTOP & BACKSPLASH

2305

VERTICAL: PL1

7667 FOLSOM BLVD, SACRAMENTO, CA 95826

REMOVE (E) SIGN WITH MESSAGE "RESTRICTED ACCESS BY ORDER OF THE STATE FIRE MARSHAL"

CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

18 G-111

ASSISTIVE LISTENING DEVICE SIGN, SEE DETAIL

FINISH FLOOR TYPE REFER TO ROOM FINISH SCHEDULE AND FINISH LEGEND

2 4*

CORRIDOR

AUXILLARY OBSERVATION

TACTILE EXIT SIGNAGE "EXIT ROUTE", SEE DETAIL

16 G-111

BASE: USE BASE SPECIFIED IN ROOM, TYPICAL UNO

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

(E) TACTILE "EXIT ROUTE" SIGN TYPE 1

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

AUDIOLOGY LAB AUDIOLOGY LAB

2601

R E

(E) TACTILE ROOM IDENTIFICATION SIGN

CLOS. AUDIO LAB TEST BOOTH

CT Y R RT

COMPUTER LAB AUDIOLOGY LAB AUDIOLOGY LAB AUDIOLOGY LAB CLASSROOM

INTERIOR FINISH REMARKS

2400

ROOM NAME

MATERIAL CODES

2404K

ISSUED

2320

MARK

OBSERVATION STAIR NO. 2

2319

2504 DN

STORAGE

2304B

2304

PAINT TYPE REFER TO ROOM FINISH SCHEDULE AND FINISH LEGEND

OBVS. CLOS. 2322

2401

WAITING

SERV DESK

FLOOR NORTH EAST SOUTH WEST CEILING CASEWORK INTERIOR TYPE ELEVATION MATL FIN BASE MATL FIN MATL FIN MATL FIN MATL FIN MATL FIN

LI JO C N

EXISTING, NOT IN SCOPE

CORRIDOR

1 2 3 4 5 6 7 8 E OTS

DATE

DESCRIPTION

CONCRETE PLYWOOD (DECKING) CONCRETE MASONRY UNIT BRICK GYPSUM WALLBOARD GYPSUM WALLBOARD, WATER RESISTANT EXPOSED STRUCTURE CEMENTITIOUS WALLBOARD EXISTING OPEN TO STRUCTURE

2323 7

ELEV NO.1

101

C:\Users\jason.luo\Documents\_RevitLocalFiles\016279.06_BIM_A-MASTER_R18_CENTRAL_Jason.Luo.rvt

ASSISTIVE LISTENING DEVICE 40 OCC x 4% = 1.6, OR 2 PORTABLE DEVICES

MANAGEMENT

STAIR NO.1 2404J

LOBBY

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

1000

AGENCY

THERAPY

COMPUTER LAB

2203O

2204

H CORRIDOR 2315

C1 P1

KEY PLAN LG THERAPY 2204B

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

I AC

FLS

DATE A

TITLE

PLAN NORTH

4 4/25/2019 8:48:41 AM

016279.06 ?00.00.00? LIONAKIS 2015

PARTIAL FINISH FLOOR & SIGNAGE PLAN - LEVEL 2

PARTIAL FINISH FLOOR & SIGNAGE PLAN LEVEL 2

SCALE 1/8" = 1'-0" SHEET

AF112A

FILE NO: 34-CSUS

DUCT SYMBOLS

NOTES: SEE NOTE 1.

1. PEEL BACK JACKET AND SECURE TO PLENUM COLLAR. USE A MIN. OF (3) SHEET METAL SCREWS AND (2) FULL WRAPS OF DUCT TAPE. PULL BACK JACKET AND APPLY (2) FULL WRAPS OF DUCT TAPE. ALTERNATE METHOD: BANDING DEVICE OR PANDUIT STRAP, IN LIEU OF SHEET METAL 3 DIAMETERS SCREWS. SEE NOTE 2.

SECURE TO STRUCTURE WITH #12 SWG HANGER WIRE (TYPICAL OF 2) @ OPPOSITE CORNERS. SEE STRUCTURAL DETAILS AND 5/M-001

2. IF A MINIMUM 3 DUCT DIAMETERS OF STRAIGHT RUN IS NOT AVAILABLE ABOVE REGISTER USE PLENUM ABOVE REGISTER.

FLEXIBLE FIBROUS DUCT. SEE SPEC'S.

3. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE NOT MORE THAN 5 FEET IN LENGTH AND SHALL NOT BE USED IN LIEU OF RIGID ELBOWS OR FITTINGS PER CMC 603.4.1.

SHEET METAL SCREWS SEE NOTE 1.

4. FOR CONFINED SPACES, USE PLENUM BOX ABOVE DIFFUSER. FOR CONFINED SPACE DIFFUSER INSTALLATION.

7. SURFACE MOUNTED DIFFUSER SUPPLY AIR DIFFUSER.

T-BAR CEILING

24x12 W

24x12

16x12

24x12

16x12

EXHAUST DUCT DROP

PLANS ARE NOT FOR CONSTRUCTION UNTIL APPROVED BY THE AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL NOT ORDER ANY MATERIALS OR INSTALL ANY EQUIPMENT, PIPING, ETC. UNTIL PLANS ARE APPROVED BY THE AUTHORITY HAVING JURISDICTION.

24x12

ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, CITY AND LOCAL CODES AND ORDINANCES.

12x12

THE CONTRACTOR SHALL READ ALL OF THE GENERAL NOTES, SPECIFICATIONS AND PLANS AND SHALL BE SATISFIED TO THEIR TRUE MEANING AND INTENT AND SHALL BE RESPONSIBLE FOR COMPLYING WITH EACH. WHEREVER TWO OR MORE SPECIFICATIONS MAY CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL TAKE PRECEDENCE.

15 10/14

SECTION AT RETURN DUCT RISER

24x12 =1.5

14x10 MVD

TRANSITIONAL TURN

10/14

R=36

12x12

24x12

16x12

RETURN DUCT DROP

IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIAL NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THIS WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES THAT MAY EXIST IN THE PLANS AND/OR SPECIFICATIONS PRIOR TO SUBMITTING BID. THE OWNER'S REPRESENTATIVE AND THE ENGINEER'S INTERPRETATION THEREOF SHALL BE CONCLUSIVE.

TURNING VANES

24x12

16 4/36/8

SECTION AT SUPPLY DUCT RISER

24x12

10x8

38x12

48x12 12x12

CONVERGING OR DIVERGING VANE ANGLE

24x12

17 4/36/8

38x12 TRANSITION

12x12 10x8

36"

CONTRACTOR SHALL INSTALL ALL PIPING AND DUCTWORK SYSTEMS TO BEST SUIT FIELD CONDITIONS, AND COORDINATE WITH THE INSTALLATION WORK OF OTHER TRADES. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING. NOTIFY CONSTRUCTION MANAGER OF ANY DEVIATIONS FROM THESE DRAWINGS PRIOR TO FABRICATION AND/OR INSTALLATION.

48x12 VANE ANGLE 20°-29° 30°-50°

12x12

12"∅

TURNING VANES 15° DEFLECTROL AIRTURN

38x12

48x12 12x12 18

12x12

38x12 TRANSITION

12x12 12x12

12x12

NONE

12x12

1 IN 6 MAX.

24x12

10.

1"x22 GA HANGER STRAP (TYP 4)

11.

22" MIN

22"X22"

22x18 LINED DUCT

24x7 ABOVE

16x12

ALL WORK SHOWN ANYWHERE ON THE DRAWINGS IS INCLUDED; SHOULD AN ITEM (SUCH AS A VALVE) BE SHOWN ON A DETAIL OR SCHEMATIC BUT NOT ON A PLAN VIEW OR VICE VERSA, IT MUST BE PROVIDED AS THOUGH IT WERE SHOWN IN ALL PLACES ON THE DRAWINGS.

CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS, SLEEVES, HANGING DEVICES, MISCELLANEOUS ANGLES, CHANNELS, UNISTRUT ETC. FOR INSTALLATION OF MECHANICAL AND PLUMBING EQUIPMENT, DUCTWORK AND PIPING, ETC. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND ALL BUILDING TRADES TO AVOID CONFLICTS AND TO MAINTAIN EQUIPMENT ACCESS AND SERVICEABILITY.

TRANSVERSE SWAY BRACING SERVING AS LONGITUDINAL SWAY BRACING AT END OF DUCT RUN.

SEISMIC BRACING FOR PIPING CARRYING HAZARDOUS OR COMBUSTIBLE MATERIALS (SUCH AS NATURAL LINES) SHALL BE PROVIDED FOR ALL PIPES > 1" DIAMETER IN SIZE. BRACING SHALL BE PER CBC SECTION 1616A.1.26. ACCEPTABLE SEISMIC BRACING DETAILS INCLUDE THOSE SHOWN IN EATON/COOPER B-LINE OPM-0052-13. SEISMIC BRACING FOR PIPING CARRYING HAZARDOUS OR COMBUSTIBLE MATERIALS (SUCH AS WATER LINES) SHALL BE PROVIDED FOR ALL PIPES > 3" DIAMETER IN SIZE. BRACING SHALL BE PER CBC SECTION 1616A.1.26. ACCEPTABLE SEISMIC BRACING DETAILS INCLUDE THOSE SHOWN IN EATON/COOPER B-LINE OPM-0052-13.

12 GA SAFETY WIRE (TYP.OF 4) TRANSVERSE SWAY BRACING SERVING AS LONGITUDINAL SWAY BRACING AT END OF DUCT RUN.

3/8"Ø HANGER ROD 8'-0" O.C. ATTACH TO STRUCTURE PER 5/M-001

BRACKET, 1" WIDEx1/8" WITH (2) 45° BENDS "ELCEN" No. 207P BRIDGE CLEVIS

14x10

UPPER ATTACHMENT DETAIL

21 TRANSITION

14/10

16x12

10"

14/10

14x10

24x12

TRANSITIONAL RADIUS ELBOW

REMARKS

DEFLECTROL AND BRANCH SAME SIZE 24x12 SIDEWALL REGISTER OR GRILLE

24x12

14x12

24x12

14/10

INCHES UNLESS OTHERWISE NOTED. 10

14x12 10"Ø

12"Ø

10"Ø

12"Ø

23 FLEX DUCT

10"Ø 45ØTEE

24x12 12x6 10'MAX. LENGTH OVER 10' USE NO. 6,7,8 OR 9 FIRE DAMPER

10'MAX. LENGTH OVER 10' USE NO. 6,7,8 OR 9

INDICATES ROUND DUCTS IN INCHES, TYPICAL

BRANCH-SEE PLAN FOR SIZE

24x12

CEILING DIFFUSER FLEX. DUCT DIFFUSER

SEAL D A RCH SE I E N A N McM TE H U T A

C23603 T

R E

EN . 08 - 3 1 - 1 O F OF CALI

PROJECT

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD., SACRAMENTO, CA 95826

CEILING DIFFUSER

ELONGATED TEE

CLIENT

TITUS MODEL

BORDER TYPE

OBD

SD-L

MCD

T-BAR LAY-IN

WHITE

MODULAR CORE

AIR FLOW

RG-L

PAR

T-BAR LAY-IN

WHITE

PERFORATED FACE

AIR FLOW

SUPPLY DUCT RISE

24 AIR FLOW

RETURN OR EXHAUST AIR RISE

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

SHOE FITTING WITH MVD

SUPPLY DUCT DROP

25 AIR FLOW

AIR FLOW

ISSUED MARK

CONICAL FITTING WITH MVD

DATE

DESCRIPTION

26 ACOUSTICALLY LINED SHEET METAL DUCT SIZE SHOWN IS NET INSIDE DIMENSION

24 x 36 AL

CONICAL FITTING

PLAN VIEW NOTE: 1. SUPPORT DUCT WITH TRANSVERSE SUPPORTS EACH END OF DUCT RUN PER OPM-0043-13. TRANSVERSE SUPPORTS EVERY 30'-0" O.C. AND LONGITUDINAL SUPPORTS EVERY 60'-0" O.C. LONGITUDINAL SUPPORT MAY BE OMITTED WHERE TRANSVERSE SUPPORTS ARE WITHIN THE MAXIMUM OFFSET LENGTH AT 90° TURNS. 2. SWAY BRACING MAY BE OMITTED WHEN DUCTWORK IS SECURED WITHIN 12" OF SUPPORT STRUCTURE. 3. CONTRACTOR SHALL PROVIDE A SHOP DRAWING SHOW BRACING LAYOUT COORDINATING WITH ALL DISCIPLINES.

ROUND DUCT SUPPORT NONE

3/8" STRUT HARDWARE (TYP.)

3/8" LAG BOLT 20 GA, 1" WIDE DUCT STRAP

DEFLECTROL AND BRANCH SAME SIZE AS NECK SIZE

SQUARE ELBOW W/ TURNING VANES

10"

CAP AT END OF RUN

24x12

TRANSITION 16x12

BLOCKING PER STRUCTURAL DRAWINGS

5" MIN. TYP.

3/8" LAG BOLT

14"

OF CA L

N I F OR

SECURE STRAP TO CLEVIS WITH 1/4"Øx1" BOLT, WASHER AND NUT

REINFORCEMENT PER STRUCTURAL DRAWINGS

20 GA, 1" WIDE DUCT STRAP 3/8" ALL THREAD

24x12

CHAN I CA

4/16/2019 3:44:20 PM

ECCENTRIC

CEILING DIFFUSER

16x12

S.M. STRAP AROUND DUCT

M-001

SECURE 1/8"Lx2x2x6"LONG TO STRUCTURAL MEMBER WITH 1/4"∅ BOLTS & NUTS, TYP.

12x12

CONCENTRIC

MECHANICAL LEGEND

(E) TJI (TYP)

NONE

16x12

ROUND DUCT

NONE

3/16" MIN. TYP.

12x12

R. T I C HE

M31176 EXP. 12/31/19 TA

DEFLECTROL & BRANCH DUCT SAME SIZE

24x12

RECTANGULAR DUCT SUPPORT

SECURE ALL-THREAD TO 1/2" MAX. ANGLE ABOVE WITH TYP. DOUBLE NUTS AND WASHER, TYPI.

RETURN OR EXHAUST AIR DROP

SECURE RODS TO BRACKET WITH 3/8"Ø NUTS AND LOCKWASHERS

#10 X 1 1/4" SHT. MTL. SCREWS. TYP. OF (2) PER SIDE (3" PER FROM EA. END)

FINISH

24x12

1 IN 2 MAX.

24x5 BELOW

14"

PRO F E S S I ONA L

CONTRACTING FLOW

12x6

30x5

24x12

AIR FLOW

3/32"Ø PRESTRETCHED GALVANIZED AIRCRAFT CABLE 7x19 STRAND CORE @ 45°. 30 FT.

FLOOR ABOVE

M-001

16x12

24x12

14.

MARK

NOTE: 1. SUPPORT DUCT WITH TRANSVERSE SUPPORTS EACH END OF DUCT RUN PER OPM-0043-13. TRANSVERSE SUPPORTS EVERY 30'-0" O.C. AND LONGITUDINAL SUPPORTS EVERY 60'-0" O.C. LONGITUDINAL SUPPORT MAY BE OMITTED WHERE TRANSVERSE SUPPORTS ARE WITHIN THE MAXIMUM OFFSET LENGTH AT 90° TURNS. 2. SWAY BRACING MAY BE OMITTED WHEN DUCTWORK IS SECURED WITHIN 12" OF SUPPORT STRUCTURE. 3. CONTRACTOR SHALL PROVIDE A SHOP DRAWING SHOW BRACING LAYOUT COORDINATING WITH ALL DISCIPLINES.

30x5

14/10

NECK SIZE AND DEFLECTION ARE SHOWN ON FLOOR PLANS

PLAN VIEW

M-001

7/5

12"Ø

ATTACH TO STRUCTURE PER 5/M-001

SQUARE ELBOW W/ TURNING VANES 16x12

EACH MECHANICAL APPLIANCE SHALL BE APPROVED BY THE ADMINISTRATIVE AUTHORITY FOR SAFE USE OR COMPLY WITH APPLICABLE NATIONALLY RECOGNIZED STANDARDS AS EVIDENCED BY THE LISTING AND LABEL OF AN APPROVED AGENCY. THERMOSTAT SETPOINTS SHALL BE PER CALIFORNIA T-24 REQUIREMENT. ANY DEVIATION FROM THESE SETPOINTS BECOMES THE RESPONSIBILITY OF THE USER OR CONTRACTOR.

15.

ATTACH TO STRUCTURE PER 5/M-001

24x7 ABOVE

24x12

NONE

1-1/2"x4"x1/4" BENT SWAY BRACE WITH (2) 7/16"ø HOLES

TRANSITIONAL RADIUS ELBOW 30x5

24x12 24x5 BELOW

DIFFUSER, REGISTER AND GILLE SCHEDULE

SECURE SWAY TO SWAY BRACE WITH (2) CABLE CLAMPS. LONGITUDINAL AND TRANSVERSE SWAY BRACING

7/5

30x5

RETURN AIR BOOT DETAIL

20" GA. SHT. MTL. STRAP @ 10'-0" O.C. MIN. 1" WIDE PER SMACNA STDS.

1 IN 2 MAX. ECCENTRIC

RETURN DIFFUSER-22x22 RG-L (U.O.N.)

ATTACH TO STRUCTURE PER 5/M-001

24x12

DIVERGING FLOW

16x12

13.

CEILING, SEE ARCH'L DWGS.

M-001

CONCENTRIC

22x22 NECK(U.O.N.)

1 IN 2 MAX.

12x12

24x12

12x12

SHEET METAL SCREWS (TYP)

7/5 SPLIT TRANSITION

1 IN 6 MAX.

CT Y R RT

12.

24x12

consulting mechanical and electrical engineers

ATTACH TO STRUCTURE ABOVE PER 5/M-001

CONTRACTOR SHALL REMOVE RUBBISH WASTE MATERIALS ON DAILY BASIS AND PROTECT AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE WHICH MAY OCCUR.

SQUARE TO ROUND TRANSITION

PETERS engineering

12"Ø MVD

MVD

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

4/36/8

I NEER

M-001

DIFFUSER DETAIL

LOCATIONS AND DIMENSIONS OF EQUIPMENT, PIPING, AND THEIR SUPPORTS ARE SHOWN DIAGRAMMATICALLY AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING OR DUCTWORK. ACTUAL DIMENSIONS AND LOCATIONS ARE DEPENDENT ON MATERIAL SUPPLIED BY CONTRACTORS. CONTRACTORS SHALL PROVIDE OR DETERMINE DIMENSIONS AND PROVIDE LAYOUT DRAWINGS FOR COORDINATION WITH OTHER TRADES IN ACCORDANCE WITH THE SPECIFICATIONS.

SQUARE ELBOW W/ DUCT TURN

10x12

12x12

4/36/8

TURNING VANES

THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNERS REPRESENTATIVE.

TRANSITIONAL RADIUS ELBOW

10x8

36"

SUPPLY DUCT DROP

24x12

MVD 16x12

14"

24x12

48x12

14x10 SQUARE ELBOW W/ DUCT TURN

10"

R NO

10/14 SPLIT

14"

AIR FLOW

12x12

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

24x12

4/16/2019 3:44:20 PM

TRANSITIONAL RADIUS ELBOW

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

GSM DUCT

14x10

10"

14x10

ALL PLANS TO BE DESIGNED TO CODES 2016 CBC, CRC, CAL GREEN CODE CMC, CEC, 2016 CPC, (BASED ON THE 2015 IBC, 2015 IRC, 2016 CAL GREEN BUILDING STANDARDS CODE, 2015 UMC, 2015 UPC, 2014 NEC), AND 2016 ENERGY STANDARDS, AS AMENDED BY THE STATE OF CALIFORNIA AND LOCAL JURISDICTIONS.

14 10/14

SECTION AT EXHAUST DUCT RISER

LINED DUCT

DESCRIPTION

SYMBOL

GSM DUCT ELBOW

DESCRIPTION

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

SYMBOL

REG I S T

GENERAL NOTES

LI JO C N

3/8" EYE-BOLT THRU ROOF JOIST WITH NUT & WASHER F

12 GA SAFETY WIRE (TYP.OF 4)

FSD

3/8" ALL THREAD

AC AD AE AFF AL BDD BHP BOD C CD CFM CEF CL DB DL DN. EA EAL EAT EF (E) EG ESP °F FA FAL FC FD FSD FPM FLA FT GA GI GSM H&V HZ HP IF LAT LBS. LRA MBH MAX. MCA MFR

AIR CONDITIONING ACCESS DOOR AIR EXTRACTOR ABOVE FINISHED FLOOR ACOUSTICAL LINING BACKDRAFT DAMPER BRAKE HORSEPOWER BOTTOM OF DUCT CO2 SENSOR CONDENSATE DRAIN CUBIC FEET PER MINUTE CEILING EXHAUST FAN CENTERLINE DRY BULB DOOR LOUVER DOWN EXHAUST AIR EXHAUST AIR LOUVER ENTERING AIR TEMPERATURE EXHAUST FAN EXISTING EXHAUST GRILLE EXTERNAL STATIC PRESSURE DEGREES FAHRENHEIT FRESH AIR FRESH AIR LOUVER FLEXIBLE CONNECTION FIRE DAMPER FIRE/SMOKE DAMPER FEET PER MINUTE FULL LOAD AMPS FOOT OR FEET GAUGE GALVANIZED IRON GALVANIZED SHEET METAL HEATING & VENTILATION HERTZ HORSE POWER INDOOR FAN LEAVING AIR TEMPERATURE POUNDS LOCK ROTOR AMPS THOUSAND BTU PER HOUR MAXIMUM MINIMUM CIRCUIT AMPACITY MANUFACTURER

MIN. MOCP M MVD (N) OBD OC OPNG. OSA OSH φ POC QTY RA RD REF RH RL RPM RR(G) RS S SD SM SA SD(R)(G) SS SW

MINIMUM MAXIMUM OVER CURRENT PROTECTION MOTORIZED DAMPER MANUAL VOLUME DAMPER NEW OPPOSED BLADE DAMPER ON CENTER OPENING OUTSIDE AIR OUTSIDE AIR HOOD PHASE POINT OF CONNECTION QUANTITY RETURN AIR RETURN DIFFUSER ROOF EXHAUST FAN RADIANT HEATER REFRIGERANT LIQUID REVOLUTION PER MINUTE RETURN REGISTER (GRILLE) REFRIGERANT SUCTION TEMPERATURE SENSOR SMOKE DETECTOR SHEET METAL SUPPLY AIR SUPPLY DIFFUSER (REGISTER) (GRILLE) STAINLESS STEEL WALL SWITCH

T TBD TCP TEMP. TD TG TSP TV TYP UCD UTR V VAV VFD

THERMOSTAT TO BE DETERMINED TEMPERATURE CONTROL PANEL TEMPERATURE TRANSFER DUCT TRANSFER GRILLE TOTAL STATIC PRESSURE TURNING VANES TYPICAL UNDERCUT DOORS UP THRU ROOF VOLTS VARIABLE AIR VOLUME VARIABLE FREQUENCY DRIVE

W/ WB WT.

WITH WET BULB WEIGHT

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

AGENCY

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

DATE

TITLE

SYMBOLS, NOTES & SCHEDULES SHEET

M-001

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

PETERS engineering

R. T I C HE

M31176 EXP. 12/31/19 ME

CHAN I CA

OF CA L

I NEER

REG I S T

PRO F E S S I ONA L

R NO

consulting mechanical and electrical engineers

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N I F OR

4/16/2019 3:44:22 PM

3 SEAL SEE

D A RCH SE I E N A N McM TE H U T A

CT Y R RT

LI JO C N

1 M-113

AREA A

EN . 08 - 3 1 - 1 O F OF CALI 9

R E

ST T

C23603

PROJECT C

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS F

7667 FOLSOM BLVD., SACRAMENTO, CA 95826

CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

UP DN

ISSUED MARK

DATE

DESCRIPTION

AREA B

SEE 1 M-113

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

AGENCY

1 C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

M-112

MECHANICAL FLOOR PLAN - LEVEL 2 - OVERALL 1/16" = 1'-0"

KEY PLAN

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

DATE A

TITLE

PLAN NORTH

4/16/2019 3:44:22 PM

FLS

FLOOR PLAN LEVEL 2 OVERALL SHEET

M-112

1. PROVIDE CONICAL FITTINGS FROM ROUND TO RECTANGULAR DUCT CONNECTIONS. 2. PROVIDE SHOE FITTING AT ALL RECTANGULAR TO RECTANGULAR DUCT BRANCHES 3. FLEXIBLE DUCT IS LIMITED TO 5'-0" IN LENGTH. 4. PROVIDE MANUAL VOLUME DAMPER AT EVERY BRANCH DUCT. 5. PROVIDE TURNING VANES AT ALL RECTANGULAR DUCTWORK WITH 90° ELBOWS 6. ALL ACCESS TO BE MAINTAINED. NO DUCTS OR PIPING SHALL BE LOCATED IN THE CLEARANCE AREA. 7. DUCT ROUTING SHOWN IS DIAGRAMMATIC IN NATURE. CONTRACTOR SHALL PROVIDE DETAILED SHOP DRAWINGS THAT COORDINATE WITH TRUSS MANUFACTURER, STRUCTRUAL ELEMENTS, PIPING AND ALL CEILING APPURTENANCES ABOVE CEILING PRIOR TO CONSTRUCTION. 8. DRAWINGS SHOWN ARE BASED ON ASBUILT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATE FIELD CONDITIONS WITH EXISTING EQUIPMENT, DUCTWORK, PIPES, LIGHTING, STRUCTURAL ELEMENTS, ETC. 9. THE RETURN AIR SYSTEM SHALL UTILIZE THE EXISTING RETURN AIR PLENUM.

2400

PT OFFICE 1

2306B

EXISTING RETURN DUCT ABOVE CEILING.

CONNECT NEW 16"ø DUCT TO EXISTING.

MANUAL VOLUME DAMPER (TYP) AT ALL BRANCH DUCTS.

CONNECT NEW 20"ø DUCT TO EXISTING

SUPPLY DIFFUSER, SEE DETAIL 1/M-001. TYPICAL.

RETURN AIR BOOT. SEE DETAIL 2/M-001. TYPICAL.

8"ø ACOUTICALLY LINED DUCT. TERMINATE ABOVE AUDIOLOGY LAB 2603 WITH 1/4" WIRE MESH OVER OPENING.

COVER OPENING OF RETURN DUCT WITH 1/4" WIRE MESH

ROUTE DUCTWORK TIGHT TO UNDERSIDE OF ROOF FRAMING MEMBERS, FIELD COORDINATE DUCT ROUTING WITH STRUCTURAL MEMBERS, PIPING, SUPPORTS, LIGHT FIXTURES, ETC. SEE DETAIL 3 & 4/M0.1, TYPICAL.

SERV CLOS.

2401A

(E) SENSOR VAV-2-10

CLASSROOM PT OFFICE

2604

S01 315 CFM

2306A AUDIOLOGY LAB

FSD (E)

S01 315 CFM R01 635 CFM

2601

16"x12" AL

14"ø

S02 170 CFM

SUPPLY DIFFUSER SCHEDULE

S02 180 CFM

ID# S01 S02 S03

AUDIOLOGY LAB 16"ø

(E) 16"ø

10"ø

(E) 52"x24 SA

R02 170 CFM

R02 170 CFM 8"ø AL

2603

8"ø AL

Type SD-L SD-L SD-L

Neck Size 10"x10" 8"x8" 14"x14"

D A RCH SE I E N A N McM TE H U T A

2602

2309

RETURN GRILLE SCHEDULE Neck Size 18"x18" 10"x10" 22"x22"

C23603

Duct Size 16"x16"AL 8"øAL 22"x22"

CORRIDOR

Type RG-L RG-L RG-L

ID# R01 R02 R03

AUXILLARY OBSERVATION

LI JO C N

FSD (E)

AUDIOLOGY LAB

CT Y R RT

2305

SEAL

CORRIDOR

OF CA L

N I F OR

4/16/2019 3:44:24 PM

Duct Size 10"ø 8"ø 14"ø

AUDIO LAB - CONSULT

CHAN I CA

R E

(E) VAV 2-10 (E) 12"ø

2305A

S02 170 CFM

EN . 08 - 3 1 - 1 O F OF CALI 9

8"ø AL

R. T I C HE

M31176 EXP. 12/31/19

AUDIO LAB TEST BOOTH

PRO F E S S I ONA L

I NEER

consulting mechanical and electrical engineers

R NO

R02 180 CFM

PETERS engineering

REG I S T

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

2401

WAITING

KEYED NOTES:

SERV DESK

10. A MINIMUM OF 72 HOURS’ NOTICE IS REQUIRED FOR ANY TESTING AND/OR INSPECTION

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

SHEET NOTES:

2404K

2320

PROJECT

OBSERVATION STAIR NO. 2

2319

2504 DN

UNASSIGNED

2304B

2304

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

GENDER NEUTRAL RESTROOM

2321

7667 FOLSOM BLVD., SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

(E) SENSOR VAV-2-14

VAV (E) 2-14

CORRIDOR

S03 610 CFM

20"ø

2312

ELEV NO.1

ELEV NO.2

101

102

STAIR NO.1

ISSUED

2404J

MARK

4 22"x18" AL

THERAPY

2203O

DATE

DESCRIPTION

LOBBY S03 610 CFM

20"ø R03 1220 CFM

1000

H 16"ø

LG THERAPY

22"x18" AL

2204B B 6

R03 1220 CFM

S03 610 CFM COMPUTER LAB

2204

S03 610 CFM

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

AGENCY

1 M-113

PARTIAL FLOOR PLAN - LEVEL 2 - AREA A & B - MECHANICAL 1/8" = 1'-0"

KEY PLAN

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

DATE A

TITLE

PLAN NORTH

4/16/2019 3:44:24 PM

FLS

PARTIAL FLOOR PLAN MECHANICAL SHEET

M-113

ADEQUATELY STRAP AND SUPPORT ALL CONDUIT WORK PER CEC. IN GENERAL, SUPPORT ALL CONDUIT WITHIN THREE FEET (3') OF OUTLET BOX, CABINET OR PANEL AND MAXIMUM TEN FEET (10') ON CENTER THEREAFTER.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT THE ATTACHMENT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING AND CONDUIT.

CORE BORE SHALL BE 1" DIAMETER LARGER THAN EACH CONDUIT. SPACE CONDUIT HOLES 3" APART. SEAL AROUND CONDUIT WITH NON-SHRINK, NON-METALLIC GROUT.

ALL CONDUCTORS INSTALLED IN PANELBOARDS SHALL BE TRAINED, LACED, AND INSTALLED WITH PHASE TAPE ON ALL CONDUCTORS.

A. B.

COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

LABEL DEVICES (I.E. RECEPTACLES, ETC.) ON EACH COVER PLATE IDENTIFYING CIRCUIT AND PANEL DEVICE IS CONNECTED TO. CLEAN ALL EXTERIOR AND INTERIOR SURFACES OF PANELS AND ALL MATERIAL AND METAL SHAVINGS FROM PANEL AND CABINET INTERIORS. ALL OPENINGS SHALL BE SEALED AND APPLY TOUCH-UP SPRAY PAINT WHERE NEEDED.

FIELD COORDINATE DEVICE LOCATIONS PRIOR TO ROUGH-IN.

INSTALLATION SHALL COMPLY WITH CEC 210.4 - EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THEREFORE ANY CIRCUIT SHARING A COMMON NEUTRAL SHALL BE CAPABLE OF SIMULTANEOUS DISCONNECT OR DEDICATED NEUTRALS SHALL BE INSTALLED.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.5.6, 13.6.7, 13.6.8, AND 2016 CBC, SECTIONS 1616A.1.24, 1616A.1.25 AND 1616A.1.26.

10. SUPPORT ENCLOSURES, BOXES AND CONDUIT INSTALLATIONS PER CEC 314.23 (A) THROUGH (H).

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., SMACNA OR OSHPD OPM), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

11. SEAL CONDUIT OPENINGS THROUGH WALLS AND CEILINGS. INSTALL ESCUTCHEON PLATES AT BUILDING INTERIOR. WHERE EQUIPMENT IS INSTALLED ON THE EXTERIOR WALL, STUB CONDUITS THROUGH WALL AND SEAL CONDUIT OPENINGS, THEN INSTALL EXTERIOR EQUIPMENT. ALSO, SEAL AROUND THE PERIMETER EDGE OF THE EQUIPMENT ENCLOSURE BETWEEN THE ENCLOSURE AND BUILDING.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

12. CONDUITS INSTALLED ON ROOF AND BUILDING EXTERIOR SHALL BE RIGID GALV. STEEL (HEAVY WALL) WITH THREADED FITTINGS. CONDUIT AND WALL TO BE PAINTED OUT TO MATCH EXTERIOR FINISH.

OPTION 1:

DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS

MP MD PP #____________.

OPTION 2:

SHALL COMPLY WITH THE APPLICABLE OSHPD PRE-APPROVAL (OPM #)

PP OPTION 3:

13. SPLICES AND TERMINALS SHALL BE COMPRESSION TYPE OF SEAMLESS PURE COPPER, TIN PLATED, LONG BARREL (TERMINALS WITH TWO-HOLE PAD AND INSPECTION WINDOW WITH NEMA DRILLING), AS MANUFACTURED BY BURNDY TYPE YS, YAZ-2N OR EQUAL. CLEAN ALL SURFACES AND INSTALL WITH OXIDE INHIBITING COMPOUND, BURNDY PENETROX-E OR EQUAL. APPLY COMPOUND BETWEEN BUS AND LUG PAD AND BETWEEN CONDUCTOR AND LUG BARREL. INSTALL COMPRESSION CONNECTORS WITH 360° CIRCUMFERENTIAL COMPRESSION DYE, BURNDY HYPRESS OR EQUAL. THE INDENTER OR OTHER TYPE TOOLS WILL NOT BE ACCEPTABLE.

SHALL COMPLY WITH THE SMACNA SEISMIC RESTRAINT MANUAL, OSHPD EDITION (2009), INCLUDING ANY ADDENDA. FASTENERS AND OTHER ATTACHMENTS NOT SPECIFICALLY IDENTIFIED IN THE SMACNA SEISMIC RESTRAINT MANUAL, OSHPD EDITION, ARE DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS. THE DETAILS SHALL ACCOUNT FOR THE APPLICABLE SEISMIC HAZARD LEVEL ___ AND CONNECTION LEVEL ___ FOR THE PROJECT AND CONDITIONS.

C 16. FUSES SHALL BE PROVIDED AND INSTALLED AS PER UNIT NAMEPLATE DATA ON THE EQUIPMENT PROVIDED. 17. VERIFY CEILING TYPES PRIOR TO ORDERING LUMINAIRES. CONFIRM THAT FEATURES DESCRIBED IN THE SPECIFICATION OF THE LUMINAIRE IS INCLUDED AS WELL AS PART NUMBERS LISTED ON SCHEDULE IN THE SUBMITTAL PACKAGE. NOTED DISCREPANCIES SHALL BE CLARIFIED WITH ENGINEER PRIOR TO BID.

NL NO, # NTS OC. P PB PFB

18. WIRING DEVICES AND COVER PLATES SHALL BE PROVIDED IN COLOR SELECTED BY ARCHITECT. THE COLOR OF THE WIRING DEVICE AND COVER PLATE SHALL BE THE SAME. 19. REINSTALL EXISTING ELECTRICAL INSTALLATIONS DISTURBED. CERTAIN EXISTING ELECTRICAL INSTALLATIONS MAY BE LOCATED IN WALLS, CEILINGS OR FLOORS THAT ARE TO BE REMOVED AND ARE ESSENTIAL FOR THE OPERATION OF OTHER REMAINING INSTALLATIONS. WHERE THIS CONDITIONS OCCURS, PROVIDE A NEW EXTENSION OF ORIGINAL CIRCUITS, RACEWAYS, EQUIPMENT AND OUTLETS TO RETAIN SERVICE CONTINUITY. INSTALLATIONS SHALL BE CONCEALED IN FINISHED AREAS.

PFCT PH, Ø PLYWD PNL PR PVC (R) REQ'D RM RMC (RR) SPEC STC SQ SW TEL TTB TYP UG UON V WP WT W W/ XFMR &

20. PROVIDE "LOCK-ON" DEVICE FOR ALL CIRCUIT BREAKERS ON EMERGENCY DEDICATED CIRCUITS. 21. DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC. CONTRACTOR SHALL ACCEPT RESPONSIBILITY IN FAMILIARIZING THEMSELVES WITH ARCHITECTURAL AND STRUCTURAL CONDITIONS ALONG WITH INHERENT SPACE LIMITATIONS. WITH THAT UNDERSTANDING SHALL PROVIDE ALL ITEMS OF LABOR, MATERIALS AND TOOLS REQUIRED TO PROVIDE A COMPLETE INSTALLATION. 22. SWITCHED/CONTROLLED RECEPTACLES SHALL BE PERMANENTLY MARKED PER THE CALIFORNIA ENERGY CODE. MARKING SHALL BE AS PROVIDED BY THE MANUFACTURER OF THE RECEPTACLE, STAMPED INTO THE FACE. IE: LEVITON #5362-1PW OR EQUAL. SYMBOL SHALL BE OF CONTRASTING COLOR TO THE DEVICE. 23. DATA SHEETS FOR ALL ELECTRICAL AND LOW VOLTAGE EQUIPMENT TO BE PROVIDED IN THIS PROJECT SHALL BE SUBMITTED AND REVIEWED FOR APPROVAL. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS. 24. SHOP DRAWINGS FOR ALL ELECTRICAL AND LOW VOLTAGE SYSTEMS, INCLUDING BUT NOT LIMITED TO LIGHTING CONTROLS, SECURITY, AND COMMUNICATIONS SYSTEMS, SHALL BE SUBMITTED AND REVIEWED FOR APPROVAL. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.

LED, FLUORESCENT FIXTURE - WALL MOUNTED EXIT LIGHT FIXTURE SHADING INDICATES FIXTURE WITH LAMP(S) ON EMERGENCY CIRCUIT "MASTER" FIXTURE "SATELLITE" FIXTURE PRE-WIRED FIXTURE WHIP INCLUDED AS PART OF FIXTURE

SINGLE POLE SWITCH

TWO POLE SWITCH

THREE WAY SWITCH

KEYED SWITCH

LOW VOLTAGE SWITCH

MANUAL MOTOR CONTROL SWITCH

OS WALL MOUNTED OCCUPANCY AUTO-OFF LIGHT SWITCH OS DIMMER SWITCH WITH OCCUPANCY SENSOR, LINE VOLTAGE DIMMER SWITCH, LOW VOLTAGE OS

CEILING MOUNTED OCCUPANCY AUTO-OFF LIGHT SWITCH. INSTALL PER MANUFACTURER REQUIREMENTS.

CEILING MOUNTED DAY LIGHT SENSOR INSTALL PER MANUFACTURER REQUIREMENTS.

ROOM CONTROLLER INSTALL PER MANUFACTURER REQUIREMENTS.

consulting mechanical and electrical engineers

FUSED DISCONNECT SWITCH

DOUBLE DUPLEX CONVENIENCE OUTLET

GROUND FAULT CIRCUIT INTERRUPTER DOUBLE DUPLEX OUTLET

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt 4/23/2019 3:19:20 PM

MODEL

LAMP

(E) A1 A1E

1 VA LITHONIA LITHONIA

A2 A2E

LITHONIA LITHONIA

LITHONIA

2BLT4-30L-ADP-EZ1-LP835-N80 2BLT4-30L-ADP-EZ1-LP835-N80E10WLCP 2BLT4-40L-ADP-EZ1-LP835-N80 2BLT4-40L-ADP-EZ1-LP835-N80E10WLCP LQM-S-W-3-R-120/277-ELM-SD

LED LED

30 VA 30 VA

O R. ROMA

EC TR I CA

OF CA L

N I F OR

4/23/2019 3:19:20 PM

DOUBLE DUPLEX OUTLET WITH: ONE DUPLEX CONVENIENCE OUTLET ONE CONTROLLED DUPLEX OUTLET SPECIAL OUTLET TO MATCH CAP PROVIDED WITH MACHINE FLUSH FLOOR BOX OR "POKE-THRU" UNIT EQUIPPED WITH FLUSH OR PEDESTAL DUPLEX RECEPTACLE AND VOICE/DATA OUTLETS AS NOTED, OR REFER TO SCHEDULE ON DRAWINGS. TRANSFORMER JUNCTION BOX, SIZE AS REQUIRED BY CODE

J J

SEAL D A RCH SE I E N A N McM TE H U T A

C23603

FLEX CONNECTION TO FIXTURE TELEPHONE OUTLET

DATA OUTLET

R E

EN . 08 - 3 1 - 1 O F OF CALI

TELEPHONE/DATA OUTLET PANELBOARD, RECESSED MOUNTED

PROJECT

PANELBOARD, SURFACE MOUNTED MAIN SWITCHBOARD TERMINAL CABINET, RECESSED MOUNTED TERMINAL CABINET, SURFACE MOUNTED HOMERUN TO PANELBOARD OR RESPECTIVE TERMINAL CONDUIT RUN CONCEALED IN CEILING OR WALL, SEE NOTE BELOW CONDUIT RUN UNDERGROUND OR UNDER FLOOR INSULATED GREEN GROUND CONDUCTOR EXISTING EQUIPMENT, LIGHTING, DEVICES, CONDUIT, WIRING, ETC., ARE SHOWN LIGHT. NEW OR RELOCATED EQUIPMENT, LIGHTING, DEVICES, CONDUIT, WIRING, ETC., ARE SHOWN DARK. X

AC 1 A E1 (1)1-1/2"C

EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED SYMBOLS REFERRING TO KEYED NOTES ON SAME SHEET

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD., SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

MECHANICAL EQUIPMENT BY OTHERS, CONNECTED BY ELECTRICAL CONTRACTOR DETAIL DESIGNATION, "A" SIGNIFIES DETAIL, "E-1" SIGNIFIES SHEET NUMBER INDICATES SIZE OF CONDUIT = ONE AND ONE HALF INCH CONDUIT NUMBER WITHIN PARENTHESIS INDICATES QUANTITY OF CONDUITS

ISSUED

NOTES:

MARK 1.

MOUNT SWITCH BOXES AT +48" TO TOP OF BOX UNLESS OTHERWISE NOTED.

MOUNT OUTLET BOXES AT +15" TO BOTTOM OF BOX UNLESS OTHERWISE NOTED.

"A" ADJACENT TO OUTLET INDICATES OUTLET BOX TO BE MOUNTED ABOVE COUNTER. COORDINATE WITH COUNTER HEIGHT AND DEPTH PRIOR TO ROUGH IN.

NO CROSSBARS ON CONDUIT RUN INDICATES MINIMUM 3/4" CONDUIT, TWO #12 CU CONDUCTORS PLUS 1#12 CU GND. CROSSBARS INDICATE NUMBER OF #12 CU CONDUCTORS IN CONDUIT. CONDUCTOR SIZES OTHER THAN #12 NOTED ON DRAWINGS. INCREASE CONDUIT SIZE AS REQUIRED TO ACCOMMODATE C.E.C. WIRE FILL REQUIREMENTS. INCLUDE ADDITIONAL BOND WIRE IN ALL PVC AND FLEXIBLE CONDUIT. LONG CROSSBAR INDICATES NEUTRAL CONDUCTOR, SHORT CROSSBARS INDICATE PHASE CONDUCTORS.

MINIMUM 20A BRANCH CIRCUIT CU CONDUCTOR SIZES SHALL BE AS FOLLOWS, AS FIELD MEASURED, BASED UPON MEASURED FIELD ROUTING LENGTHS. MINIMUM CONDUIT SIZE SHALL BE INCREASED TO ACCOMMODATE MAXIMUM 40% CONDUCTOR FILL OF THE BRANCH CIRCUIT CONDUCTORS. WHERE NECESSARY, PROVIDE A JUNCTION BOX AT ACCESSIBLE CEILING SPACE TO CONVERT THE LAST 15 FEET OF CONDUCTOR TO #10 AWG TO ACCOMMODATE TERMINATION OF WIRING DEVICES, LIGHTING FIXTURES, CIRCUIT BREAKER, ETC.

INSTALL CU GROUND CONDUCTOR IN ALL BRANCH CIRCUITS FOR LIGHT FIXTURES AND POWER DEVICES.

DATE

DESCRIPTION

MANAGEMENT

Lighting Fixture Schedule MANUFACTURER

E17247 EXP. 6/30/20 TA

SPLIT DUPLEX OUTLET WITH: ONE CONVENIENCE OUTLET ONE CONTROLLED OUTLET

120V BRANCH CIRCUIT VOLT DROP CONDUCTOR LENGTH CHART

TYPE

PRO F E S S I ONA L

GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET

FIXTURE WATTS

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

PETERS engineering

DUPLEX CONVENIENCE OUTLET

25. WIRING METHODS FOR CONDUCTORS AND CONDUITS LOCATED IN RETURN AIR PLENUM SPACE SHALL COMPLY WITH 2016 CEC ARTICLE 300.22. 26. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME-SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 AND THAT ALL ELECTRICAL, ALARM, TELECOMMUNICATION, COMPUTER, ETC. WIRING WITHIN THE RETURN AIR PLENUMS SHALL BE RATED FOR THE USE IN PLENUMS. 2016 CMC SECTION 602.2 AND 2016 CEC ART. 300.22

PAIR OF TANDEM WIRED FLUORESCENT GRID FIXTURES

CT Y R RT

15. COORDINATE EQUIPMENT LOCATIONS, CONTROL AND POWER WIRING REQUIREMENTS AND CONNECT POINTS WITH ALL APPLICABLE DISCIPLINES.

LED, FLUORESCENT FIXTURE - SEE FIXTURE SCHEDULE FOR MOUNTING

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ISO J-BOX KCMIL KVA KW LC LV MCM MECH MDP MH MISC MSB (N) NIC NIES

LED, FLUORESCENT OR HID FIXTURE - CEILING RECESSED

14. INSTALL 'MECHANICALLY FASTENED PHENOLIC NAMEPLATE WITH WHITE LETTERING ON BLACK BACKGROUND ON ALL EQUIPMENT, INCLUDING PULL BOXES, WITH DESCRIPTION INDICATED ON DRAWINGS. NAMEPLATES SHALL READ EXACTLY AS DESCRIBED ON THE DRAWINGS. IN GENERAL NAMEPLATE LETTERING SIZE SHALL BE 3/16" HIGH FOR ALL NAMEPLATES SERVING FEEDER AND BRANCH CIRCUIT BREAKERS. ON MAIN SERVICE PANEL, DISTRIBUTION PANELS AND ALL OTHER NAMEPLATES LETTERING SHALL BE 1/4" HIGH. 14.1. ALL SWITCHBOARDS, SWITCHGEAR, PANELBOARDS, VFD'S, MOTORS, JUNCTION BOXES, PULL BOXES, DISCONNECT SWITCHES, ETC., SHALL BE MARKED TO INDICATE EACH DEVICE OR EQUIPMENT WHERE THE POWER ORIGINATES PER CEC 408.4, FIELD IDENTIFICATION REQUIRED, (B) SOURCE OF SUPPLY.

APPLIES TO ALL FIXTURES

CONTROLLED BY SWITCH "a" CONNECTED TO CIRCUIT 2 FIXTURE TYPE A2 LED, FLUORESCENT OR HID FIXTURE - WALL MOUNTED

PROTECT EXISTING EQUIPMENT AND FURNISHINGS FROM ANY DAMAGE DUE TO DUST, MOISTURE OR CONTACT WITH WORK CREW OR MATERIALS.

LED, FLUORESCENT OR HID FIXTURE

ALL PERMANENT EQUIPMENT AND COMPONENTS. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.

AT AMPERE ALTERNATING CURRENT AIR CONDITIONING AMP FRAME ABOVE FINISHED FLOOR AMPERES INTERRUPTING CAPACITY AMP TRIP SETTING AMERICAN WIRE GAUGE BARE COPPER BOARD BELOW FINISHED CEILING BREAKER BUILDING BOOSTER POWER SUPPLY CONDUIT CIRCUIT BREAKER CIRCUIT CEILING CONDUIT ONLY, WITH PULL LINE CONTINUOUS COPPER METALLIC COLD WATER PIPE DEMOLISH DIRECT CURRENT DISCONNECT DISTRIBUTION PANEL EXISTING EACH WITH EACH EVENING LIGHT ELECTRIC EMERGENCY ELECTRICAL METALLIC TUBING END OF LINE DEVICE EQUIPMENT EXISTING RELOCATED ELECTRICAL WATER COOLER ELECTRIC WATER HEATER FUTURE FIRE ALARM CONTROL PANEL FIRE ALARM EXTENDER PANEL FIRE ALARM TERMINAL CABINET FURNISHED BY OTHERS FLUORESCENT FOOT GAUGE GROUND FAULT CIRCUIT INTERRUPT GROUND METALLIC GAS PIPE GYPSUM HIGH INTENSITY DISCHARGE HORSE POWER HEIGHT HERTZ INTERMEDIATE METALLIC CONDUIT INCH SHORT CIRCUIT CURRENT (RMS SYMMETRICAL) ISOLATED JUNCTION BOX THOUSAND CIRCULAR MILLS KILO VOLT AMP KILOWATT LIGHTING CONTROL PANEL LOW VOLTAGE THOUSAND CIRCULAR MILLS MECHANICAL MAIN DISTRIBUTION PANEL METAL HALIDE MISCELLANEOUS MAIN SWITCHBOARD NEW NOT IN CONTRACT NOT IN ELECTRICAL SECTION OF THESE PLANS & SPECS. NIGHT LIGHT NUMBER NOT TO SCALE ON CENTER POLE PULL BOX PROVISION FOR FUTURE BREAKER W/ MOUNTING HARDWARE PROVISION FOR FUTURE CURRENT TRANSFORMER PHASE PLYWOOD PANEL PAIR POLYVINYL CHLORIDE CONDUIT RELOCATE/RELOCATED REQUIRED ROOM RIGID METAL CONDUIT REMOVE AND REPLACE SPECIFICATION SIGNAL TERMINAL CABINET SQUARE SWITCH TELEPHONE TELEPHONE TERMINAL BOARD TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED VOLTS WEATHERPROOF WEIGHT WATT WITH TRANSFORMER AND

1. 2.

@ A AC A/C AF AFF AIC AT AWG BC BD BFC BRKR BLDG BPS C C/B CIRC CLG CO CONT CU CWP (D) DC DISC DP (E) E/W EA EL ELEC EM EMT EOL EQUIP (ER) EWC EWH (F) FACP FAEP FATC FBO FLUOR FT GA GFCI GND GP GYP HID HP HT HZ IMC IN ISC

REG I S T

ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2016 CBC, SECTIONS 1616A.1.18 THROUGH 1616A.1.26 AND ASCE 7-10 CHAPTER 13, 26 AND 30.

SYMBOLS LIST

I NEER

ABBREVIATION LIST

GENERAL NOTES

MEP COMPONENT ANCHORAGE NOTE

LI JO C N

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

MOUNTING SURFACE RECESSED RECESSED

LED LED

34 VA 34 VA

RECESSED RECESSED

LED

1 VA

SURFACE

DESCRIPTION LED EXIT LIGHT W/ EMERGENCY BATTERY PACK 2'x4' LED DIMMABLE TROFFER 2'x4' LED DIMMABLE TROFFER W/ EMERGENCY BATTERY PACK 2'x4' LED DIMMABLE TROFFER 2'x4' LED DIMMABLE TROFFER W/ EMERGENCY BATTERY PACK LED EXIT LIGHT W/ EMERGENCY BATTERY PACK

NOTES: A. COLOR TEMPERATURE FOR LED LAMPS SHALL BE 3500K UNLESS OTHERWISE NOTED. B. LUMINAIRES IDENTIFIED WITH "E" SUFFIX SHALL BE EQUIPPED WITH AN EMERGENCY BATTERY AND PROVIDE A MINIMUM OF 1400 LUMENS OUTPUT.

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LENGTH OF CONDUCTOR

LOAD IN VOLT AMPERES

#12

#10

1200VA

121

183

284

434

1560VA

141

218

334

1800VA

122

189

289

1920VA

115

178

271

2340VA

146

223

2880VA 3000VA

118

181

114

174

3900VA

134

4800VA

108

LIONAKIS 2015

WIRE SIZE IN (GAUGE)

AGENCY

NOTES 1. THIS CHART IS FOR COPPER CONDUCTORS ONLY. 2. THIS CHART ASSUMES AN 80% POWER FACTOR AND STEEL RACEWAYS. 3. 2016 CALIFORNIA ENERGY CODE, 130.5(c) ALLOWS A MAXIMUM COMBINED VOLTAGE DROP OF 5%. THIS CHART ASSUMES A MAXIMUM DROP OF 3% FOR FEEDERS. THIS CHART PROVIDES THE MAXIMUM LENGTH OF CONDUCTORS FOR LESS THAN 2% VOLTAGE DROP ON A BRANCH CIRCUIT AT GIVEN VA LOAD. 4. USE WIRE SIZE FROM THIS CHART UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5. FOR VA VALUES NOT SHOWN USE NEXT HIGHEST VALUE FROM THE CHART

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

DATE A

TITLE

SYMBOLS, NOTES & SCHEDULES SHEET

E-001

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

PETERS engineering

O R. ROMA

I NEER

REG I S T

PRO F E S S I ONA L

consulting mechanical and electrical engineers

ENG

E17247 EXP. 6/30/20

EC TR I CA

OF CA L

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N I F OR

4/23/2019 3:19:23 PM

SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CALI 9

R E

ST T

C23603

PROJECT C

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD., SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

ISSUED MARK

DATE

DESCRIPTION

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

4/23/2019 3:19:23 PM

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

AGENCY

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

DATE A

TITLE

TITLE 24

SHEET

E-002

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

PETERS engineering

REG I S T

O R. ROMA

E17247 EXP. 6/30/20

EC TR I CA

OF CA L

I NEER

PRO F E S S I ONA L

consulting mechanical and electrical engineers

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N I F OR

4/23/2019 3:19:27 PM

D SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

AREA A

EN . 08 - 3 1 - 1 O F OF CALI

R E

C23603

PROJECT C

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

F DN DN

TELECOM

7667 FOLSOM BLVD., SACRAMENTO, CA 95826

2211

CLIENT

UP DN

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

ISSUED

AREA B

MARK

DATE

DESCRIPTION

MANAGEMENT

1 E-112

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

ELECTRICAL FLOOR PLAN - LEVEL 2 - OVERALL

LIONAKIS 2015

1/16" = 1'-0"

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

AGENCY

KEY PLAN

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

DATE A

TITLE

PLAN NORTH

4/23/2019 3:19:27 PM

FLS

FLOOR PLAN LEVEL 2 OVERALL SHEET

E-112

DEMOLITION KEYED NOTES:

8 1

RECEPTACLE OUTLET TO BE DISCONNECTED AND REMOVED. TO BE RELOCATED.

RECEPTACLE OUTLET TO BE DISCONNECTED FROM EXISTING CIRCUIT. TO BE CONNECTED TO NEW DEDICATED CIRCUIT.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

GENERAL NOTES ~

1. A MINIMUM OF 72 HOURS’ NOTICE IS REQUIRED FOR ANY TESTING AND/OR INSPECTION

X 1

D DN

PETERS engineering

F ~

X X

O R. ROMA

I NEER

REG I S T

PRO F E S S I ONA L

X X

consulting mechanical and electrical engineers

E17247 EXP. 6/30/20

EC TR I CA

OF CA L

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N I F OR

4/23/2019 3:19:30 PM

SEAL

1/8" = 1'-0"

D A RCH SE I E N A N McM TE H U T A

8 A

SERV DESK

WAITING

2401

2400

KEYED NOTES:

PT OFFICE 2

2306B

SERV CLOS.

EXISTING JUNCTION BOX ABOVE CEILING WITH 1"C.O. TO PANEL 'LF1'. DISCONNECT CONDUIT FROM PANEL 'LF1' AND EXTEND TO PANEL 'LE1'

DUPLEX RECEPTACLE OUTLET AND TV OUTLET MOUNTED AT +3'-6" AFF.

ELECTRICAL PLUGSTRIP WITH OUTLETS AT 24"O.C.. INSTALLED AND RUN ALONG TOP OF COUNTER BACKSPLASH.

FLUSH FLOOR DUPLEX RECEPTACLE OUTLET. WIREMOLD #RC7ATCBK POKETHRU, COMPLETE WITH PREWIRED DUPLEX RECEPTACLE AND FOUR BLANK TRACJACK MOUNTING INSERTS FOR UNUSED COMMUNICATION OPENINGS.

DUPLEX RECEPTACLE OUTLET RELOCATED TO NEW LOCATION SHOWN AND RECONNECT TO EXISTING CIRCUITRY.

NEW RECEPTACLE OUTLET CONNECTED TO EXISTING RECEPTACLE OUTLET USING EXISTING CIRCUITRY.

EXISTING RECEPTACLE OUTLET TO BE CONNECTED TO NEW DEDICATED CIRCUIT AS SHOWN.

MOUNT OUTLET AT DESK HEIGHT, +42". VERIFY HEIGHT IN FIELD.

JUNCTION BOX AT CEILING WITH 1" CONDUIT TO CORRIDOR FOR CAMERA. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH UNIVERSITY.

FIRE WRAP ELECTRICAL OUTLET THAT PENETRATES RATED CORRIDOR. SEE DETAIL 5/E-402.

CLASSROOM

1"C.O.

2604

PT OFFICE

2306A 10 'LE1'- 8,10 9

2305A

J 12

1"C.O.

J 6

12 4

14 AUDIOLOGY LAB

16 18

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

2 1"C.O.

2603

AUDIO LAB - CONSULT

'LE1'- 16,18

CORRIDOR

'LD'- 36

2309

5 AUDIOLOGY LAB 'LE1'- 2,4,6 2602

(E)

CORRIDOR AUXILLARY OBSERVATION

2404K

2320 STAIR NO. 2

(E)PNL 'LF1'

(E)PNL 'LE1' (E)PNL 'LC'

GENDER NEUTRAL RESTROOM

2504 DN

'LE1'- 19

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

PENETRATION THROUGH FIRE WALLS WITH "F" OR "T" RATING. SEE DETAIL 4/E-402.

PROVIDE PORTABLE ASSISTIVE LISTENING SYSTEM - LISTEN TECHNOLOGIES LKS-4-A1 LISTENTALK PORTABLE ADA KIT. SYSTEM TO INCLUDE: • FOUR (4) LK-1 LISTENTALK TRANSCEIVERS • ONE (1) LA-451 HEADSET 1 (EAR SPEAKER W/BOOM MIC) • THREE (3) LA-401 UNIVERSAL EAR SPEAKER • FOUR (4) LA-445-BK BREAKAWAY LANYARD • TWO (2) LA-166 NECK LOOP • ONE (1) LA-423-01 4-PORT USB CHARGER • ONE (1) LA-436 MICROPHONE INPUT / HEADPHONE OUTPUT CABLE • ONE (1) LA-483 SOFT SHELL CASE 4

UNASSIGNED

2304B

2304

ISSUED MARK

DATE

DESCRIPTION

PROVIDE ASSISTIVE LISTENING NOTIFICATION SIGNAGE KIT - LISTEN TECHNOLOGIES LA-304.

OBSERVATION

2319

'LE1'- 12,14

2305

CLIENT

AUDIOLOGY LAB

7667 FOLSOM BLVD., SACRAMENTO, CA 95826

2601

AUDIO LAB TEST BOOTH

EN . 08 - 3 1 - 1 O F OF CALI

PROJECT

2401A 8

R E

ST T

C23603

CT Y R RT

LI JO C N

E-113

PARTIAL FLOOR PLAN - LEVEL 2 - AREA A - DEMOLITION

2321 (E)PNL 'LD'

(E)PNL 'LE' MANAGEMENT 11

(E)PNL 'LF' 11

(E)PNL 'HB'

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

G 5

20 (E)

101

102

AGENCY

20 'LE1'- 22,24,26

CORRIDOR

STAIR NO.1

2312

2404J 20

LOBBY

KEY PLAN

1000 24

THERAPY

2203O J

COMPUTER LAB

2204

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

'LE1'- 28,30,32 28

LG THERAPY

2204B

FLS

DATE

TITLE J

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

'LE1'- 20

PARTIAL FLOOR PLANS - POWER

32 B

4/23/2019 3:19:30 PM

ELEV NO.2

ELEV NO.1

PLAN NORTH

SHEET

1 E-113

PARTIAL FLOOR PLAN - LEVEL 2 - AREA A & B - POWER 1/8" = 1'-0"

E-113

DEMOLITION KEYED NOTES: EXISTING LIGHT TO BE DISCONNECTED AND REMOVED. 1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

GENERAL NOTES 1. A MINIMUM OF 72 HOURS’ NOTICE IS REQUIRED FOR ANY TESTING AND/OR INSPECTION

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

PETERS engineering 1

consulting mechanical and electrical engineers

O R. ROMA

I NEER

REG I S T

PRO F E S S I ONA L

E17247 EXP. 6/30/20

EC TR I CA

OF CA L

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N I F OR

4/23/2019 3:19:34 PM

2 E-114

PARTIAL FLOOR PLAN - LEVEL 2 - AREA B - LIGHTING DEMOLITION 1/8" = 1'-0" SEAL

D A RCH SE I E N A N McM TE H U T A

CT Y R RT

LI JO C N

WAITING

2401

2400

2306B SERV CLOS.

(E) A1E a

A1 J

PT OFFICE

2306A

J OS

A1E b

J OS

a A1 b

PRIMARY SIDELIT DAYLIGHT ZONE.

SECONDARY SIDELIT DAYLIGHT ZONE.

EXISTING JUNCTION BOX WITH 1"C.O. TO PANEL 'HB'.

LIGHTING ROOM CONTROLLER, NLIGHT #NPP16D

WALL MOUNT DIMMER SWITCH, 2-CHANNEL, NLIGHT #NPODM-2P-DX-WH.

WALL MOUNT DIMMER SWITCH WITH OCCUPANCY SENSOR. NLIGHT #NWSXPDT-LV-DX-WH.

7667 FOLSOM BLVD., SACRAMENTO, CA 95826

CEILING MOUNT OCCUPANCY SENSOR. NLIGHT #NCMR-PDT-10.

CLIENT

CEILING MOUNT OCCUPANCY/DAYLIGHT SENSOR, NLIGHT #NCMR-PDT-10-ADCX.

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

PROJECT

2401A b

KEYED NOTES:

PT OFFICE

EN . 08 - 3 1 - 1 O F OF CALI 9

SERV DESK

R E

ST T

C23603

CLASSROOM

2604

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

E AUDIOLOGY LAB AUDIO LAB TEST BOOTH

2305A

2602

AUDIOLOGY LAB J

2601 A1

A1 J

AUDIOLOGY LAB

2603 ISSUED MARK

os AUDIO LAB - CONSULT

2305

A1 6

DATE

DESCRIPTION

A1 (E) J os

(E)

CORRIDOR

'HB'- 12

2309

F CORRIDOR AUXILLARY OBSERVATION

2404K

2320 OBSERVATION

2319 B

ELEC/TELE

GENDER NEUTRAL RESTROOM

2503

2321

STAIR NO. 2

UNASSIGNED

2504

2304B

2304

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

CORRIDOR

2323

LIONAKIS 2015

G 4

X1 2 a b J (E)

5 C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

CORRIDOR

RC A2

101

102

AGENCY

J STAIR NO.1

2312

A2E

2404J 8

KEY PLAN

A2 LOBBY

1000 THERAPY

2203O

FILE NO: 34-CSUS

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

LG THERAPY 2

2204B

COMPUTER LAB

2204 A2E

FLS

DATE

A J

TITLE

PLAN NORTH

PARTIAL FLOOR PLANS LIGHTING SHEET

1 E-114

PARTIAL FLOOR PLAN - LEVEL 2 - AREA A & B - LIGHTING 1/8" = 1'-0"

4/23/2019 3:19:34 PM

ELEV NO.2

'HB'- 12

ELEV NO.1

E-114

A.I.C. Rating: Mains Type: Mains Rating: MCB Rating:

Location: ELEC/TELE 2503 Supply From: Mounting: Surface Enclosure: 1

10kA MLO 100 A 100 A

10kA MLO 250 A 250 A

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

Notes:

Trip 20 A 20 A 20 A 20 A 20 A 20 A 20 A

Poles 1 1 1 1 1 1 1

(E) CU-1

20 A

RECEPT-SERVER [1] SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE

20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A

1 1 1 1 1 1 1 1 1 1

20 A

A 720

1200 900

720 100

380

1920 380

900 400

200

900 980

1000 0

1000

1000 0

0 0

8580 VA 72 A

6780 VA 57 A

0 0 6180 VA 52 A

Trip 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A

Circuit Description FLR RECEPT 2603 [1] RECEPTS- 2602 [1] PLUGMOLD- 2603 [1] RECEPTS- 2604 [1] RECEPTS- 2604 [1] RECEPTS- 2603 [1] RECEPTS- 2601 [1] PLUGMOLD- 2601 [1] PLUGMOLD- 2601 [1] RECEPTS- 2204 [1] 2204 LAB TABLE 1 [1] 2204 LAB TABLE 2 [1] 2204 LAB TABLE 3 [1] 2204 LAB TABLE 4 [1] 2204 LAB TABLE 5 [1] 2204 LAB TABLE 6 [1] SPARE SPARE SPARE 20 A SPARE 20 A SPARE

CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42

CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41

Trip 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A ---

Poles 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ------Total Load: Total Amps:

SPACE SPACE

A 0

B 0

1102

3000

1500 2570

1950 0

0 0

0 0 0 0

1920

0 0

0 1500

0 0

3450 VA 12 A

0 0 0 4102 VA 15 A

5990 VA 22 A

Poles 1 1 1 --1 1 1 1 1 1 1 1 1 1 1 ------

Trip 20 A 20 A 20 A --20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A ----

Circuit Description (E)LIGHTS- STATE TEACHER (E)LIGHTS- STATE TEACHER EXISTING LOAD SPACE SPACE LIGHTS- COMP LAB / AUDIO [1] EXISTING LOAD (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS SPARE (E) LCC PMO (E) LIGHTS- MAIN ENTRANCE (E) LIGHTS- STATE TEACHER (E) LIGHTS- STATE TEACHER SPACE SPACE SPACE

SPACE

CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42

Demand Factor 0.00% 100.00% 97.62% 100.00%

Estimated Demand 0 VA 6000 VA 10250 VA 5040 VA

Panel Totals Total Conn. Load: Total Est. Demand: Total Conn.: Total Est. Demand:

Load Classification Lighting Spare

21540 VA 21290 VA 60 A 59 A

Notes: [1] REVISED OR NEW LOAD [2] PROVIDE UPDATED, TYPE-WRITTEN, PANEL SCHEDULES.

Connected Load 1102 VA 12440 VA

Demand Factor 125.00% 100.00%

Estimated Demand 1377 VA 12440 VA

200/3

225/3

200/3

60/3

225/3

60/3

225/3

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

UNDERGROUND PULL SECTION

PETERS engineering 90"

consulting mechanical and electrical engineers

225/3

500/3

225/3

175/3

225/3

600/3

Panel Totals

Total Conn. Load: Total Est. Demand: Total Conn.: Total Est. Demand:

METER & CT'S

PRO F E S S I ONA L

175/3

13542 VA 13817 VA 16 A 17 A

O R. ROMA

E17247 EXP. 6/30/20

Connected Load 0 VA 6000 VA 10500 VA 5040 VA

Legend:

Load Classification Other Power Receptacle Spare

60/3

I NEER

Legend:

Circuit Description (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS (E) LIGHTS- HALLWAY SPACE SPACE

20 A 1 Total Load: Total Amps:

1000

1000 0

720

900 0

1080

1080 980

180

900

Poles 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Circuit Description (E) RECEPTS- 2304 (E) RECEPTS- 2204A, CORR. (E) nLIGHT ADR EQUIP. RM2211 (E) PB52 (E) PB53 (E) DDC CONTROL PANEL (E) FIRE SMOKE DAMPER

REG I S T

A.I.C. Rating: Mains Type: Mains Rating: MCB Rating:

EC TR I CA

OF CA L

N I F OR

4/23/2019 3:19:38 PM

3000A MAIN SWITCH 38"

Notes: [1] REVISED OR NEW LOAD [2] PROVIDE UPDATED, TYPE-WRITTEN, PANEL SCHEDULES.

48"

42"

SEAL

36"

D A RCH SE I E N A N McM TE H U T A

MAIN SWITCHBOARD 'MSB' ELEVATION NONE

E-301

CT Y R RT

LI JO C N

Notes:

Volts: 480/277 Wye Phases: 3 Wires: 4

Volts: 120/208 Wye Phases: 3 Wires: 4

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

Branch Panel: HB

Location: ELEC/TELE 2503 Supply From: Mounting: Surface Enclosure: 1

CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41

Branch Panel: LE1

EN . 08 - 3 1 - 1 O F OF CALI 9

R E

ST T

C23603

PROJECT C

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD., SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

KEYED NOTES: (E) UNDERGROUND TERMINATION LANDING LUGS

EXISTING PANEL USED IN THIS PROJECT.

(E) UTILITY METER

ISSUED MARK

DATE

DESCRIPTION

(E) 3000/3

(E) MAIN SWITCHBOARD 'MSB'

GFI

3000A BUS, 277/480VV, 3∅, 4W, 32,900AIC 1

(E) 60/3

(E) 200/3

(E) 225/3

(E) 200/3

(E) 60/3

(E) 225/3

(E) 60/3

(E) 225/3

13 15

(E) 500/3

(E) 225/3

(E) 175/3

17 19

(E) 600/3

(E) 225/3

(E) 175/3

N G

(E) T2LM

(E) COLD WATER PIPE BOND

(E) PANEL 'HE'

(E) PANEL 'HF'

112.5KVA

75KVA

(E) T3LP

(E) ELEV #2

(E) ELEV #1

75KVA

(E) ELEV FREIGHT

2ND FLR EAST

(E) 225/3

(E) PANEL 'HAA'

(E) PANEL 'HA'

(E) PANEL 'HD'

(E) MCC EAST

(E)T2LD (E) PANEL 'HB'

3#350MCM CU

(E) T1LA

(E) (2) 2-1/2"C., EA W/

(E) T1L1

(E) (2) 2"C., EA W/

(E) PAD MOUNTED TRANSFORMER

4#6 CU

(E) 2-1/2"C.,

(E) UNDERGROUND PRIMARY SERVICE

3#4/0 CU

(E) MCC WEST

MANAGEMENT (E) T3LG (E) PANEL 'HC'

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

112.5KVA

3RD FLR EAST

1ST FLR WEST

1ST FLR EAST

ROOF

2ND FLR WEST

AGENCY

3RD FLR WEST 1

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

(E) UFER GROUND (E) 70/3

(E) 225/3

(E)T3LW (E) TXHE (E) 225/3

(E)T3LH

(E) T3LF

(E) 400/3

(E) PANEL 'HN'

(E) 225/3

(E) 400/3

45KVA

75KVA

45KVA

75KVA

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

(E) 150/3 (E) PANEL 'LJ'

(E) PANEL 'LK'

(E) PANEL 'LA'

1ST FLR EAST

(E) PANEL 'LB'

1ST FLR WEST

(E) PANEL 'LA1'

(E) PANEL 'LC'

(E) PANEL '3LE' 2ND FLR EAST

(E) PANEL 'T1'

(E) 150/3

(E) 100/3 (E) PANEL 'LP'

(E) 125/3 (E) PANEL '3LF'

(E) 100/3 F

AC 1

AC 2

(E) PANEL 'LM'

(E) PANEL 'LN'

(E) PANEL 'LO'

(E) 80KW UPS

2ND FLR EAST

(E) PANEL 'LP'

(E) PANEL 'LZ'

(E) PANEL 'LD'

3RD FLR EAST

(E) 1

(E) 2

(E) 3

(E) PANEL 'LE'

(E) PANEL 'LF'

(N) 2"C., 4#1 THWN CU + 1#8 CU GND

2ST FLR WEST

(E) PANEL 'LF1'

(E) PANEL 'LE1'

(N) PANEL 'T'

(E) PANEL '3LW' 3RD FLR WEST

AC (E) PANEL 'LH'

(E) PANEL 'LG'

(E) PANEL 'LI'

FLS

DATE

TITLE 3RD FLR WEST

ONE LINE DIAGRAM

(E) PANEL '3LWA'

4/23/2019 3:19:38 PM

SHEET

1 E-301

ONE LINE DIAGRAM NONE

SHOWN FOR REFERENCE ONLY

E-301

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CEILING SUPPORT WIRES BY CEILING INSTALLER, TYPICAL.

SUPPORT WIRES BY ELECTRICAL CONTRACTOR, TYPICAL.

nWSX-PDT-LV-DX-WH

PETERS engineering

DIMMER SWITCH WITH OCCUPANCY SENSOR

consulting mechanical and electrical engineers

RJ45

ER 277/120VAC 0-10V DIMMING

CONDUIT PER PLAN

LAY-IN CEILING GRID BY CEILING INSTALLER, TYPICAL.

E-401

LIGHTING CONTROL WIRING DIAGRAM WITH WALL SENSOR NONE

1 E-401

FIXTURE PER PLAN

E17247 EXP. 6/30/20 TA

REG I S T

WHT

BLK/ORN

LIGHTING LOAD

O R. ROMA

I NEER

N H

PRO F E S S I ONA L

EC TR I CA

OF CA L

ON/OFF

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N I F OR

4/23/2019 3:19:41 PM

T-BAR FIXTURE MOUNTING DETAIL NONE

SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CALI 9

R E

ST T

C23603

PROJECT C SUPPORT WIRES ADDED FOR ELECTRICAL WIRING METHOD 1/4" ALL-THREAD ROD A MINIMUM OF (2) SUPPORT WIRES AT OPPOSITE CORNERS OF EACH LIGHT FIXTURE. ELECTRICAL CONTRACTOR SHALL COORDINATE FIXTURE LOCATIONS WITH THE CONTRACTOR.

CADDY B18 SERIES COMBINATION BOX/ CONDUIT HANGER.

UL APPROVED CADDY CLIPS, TYP.

FLEX CONDUIT WITH ALL NECESSARY FITTINGS TO J-BOX PER PLANS. PROVIDE #12 BRANCH WIRING & #12 GROUND BOND TO LIGHT FIXTURE.

7667 FOLSOM BLVD., SACRAMENTO, CA 95826 CLIENT

GRID SUPPORT BY OTHERS

JUNCTION BOX PER PLANS

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

LIGHT FIXTURE PER PLANS CONNECT SUPPORT WIRES TO SUSPENDED CEILING FOR WIRE STABILITY.

SUSPENDED CEILING SYSTEM PER ARCHITECTURAL PLANS

ISSUED

CEILING SUPPORT WIRES (NO ELECTRICAL SUPPORT PERMITTED)

MARK

NOTES: 1. IN ACCORDANCE WITH CEC 300.11, RACEWAYS, CABLE ASSEMBLIES, BOXES, CABINETS, AND FITTINGS SHALL NOT BE SECURED TO, OR SUPPORTED BY, THE CEILING ASSEMBLY, INCLUDING THE CEILING SUPPORT WIRES. AN INDEPENDENT MEANS OF SECURE SUPPORT SHALL BE PROVIDED AND SHALL BE SECURED AT BOTH ENDS. IN FIRE-RATED ASSEMBLIES THE INDEPENDENT SUPPORT WIRES SHALL BE SHALL BE DISTINGUISHABLE BY COLOR, TAGGING, OR OTHER EFFECTIVE MEANS FROM THOSE THAT ARE PART OF THE FIRE-RATED DESIGN. 2. SUPPORT SHALL NOT EXCEED 5 POUNDS PER LINEAR FOOT.

5 E-401

CONDUIT SUPPORT NONE

LAY-IN LIGHT FIXTURE PER PLAN

MAIN T-BAR RUNNERS, TYPICAL

CROSS T-BAR, TYPICAL

ADJUSTABLE "T-BAR" LOCK CLIP FOR POSITIVE ATTACHMENT OF FIXTURE TO T-BAR. PROVIDE (2) @ EACH END OF FIXTURE.

DATE

DESCRIPTION

CEILING TILE, TYPICAL

2 E-401

T-BAR MOUNTED FIXTURE DETAIL NONE

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

AGENCY

EXTRA #12 HANGER WIRE @ EA. CORNER OF FIXTURE, ATTACHED TO FIXTURE BODY W/(2) 1/8" POP RIVITS & BRACKET OR TAB PROVIDED WITH FIXTURE. SECURE TO STRUCTURE SIMILAR TO CEILING SYSTEM.

FILE NO: 34-CSUS GRID SUPPORT WIRES, N.I.E.S.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

T-BAR SAFETY CLIPS SNAP-ON HOLD-DOWN CLIP TO SECURE TROFFER TO "T-BAR". PROVIDE (2) @ EA. END OF FIXTURE.

FLS

DATE A CEILING & "T-BAR" SUSPENSION (SEE ARCHITECTURAL DRAWINGS.)

TITLE

DETAILS

4/23/2019 3:19:41 PM

FIXTURE BODY & DOOR.

3 E-401

LAY-IN FIXTURE MOUNTING DETAIL NONE

SHEET

E-401

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ELECTRICAL MOUNTING HEIGHTS

O R. ROMA

E17247 EXP. 6/30/20 TA

EC TR I CA

OF CA L

F.F.

15" MIN. TO BOTTOM

PRO F E S S I ONA L

OVER OBSTRUCTION

consulting mechanical and electrical engineers

OUTLETS

REG I S T

48" MAX. TOP OF SWITCHES & THERMOSTATS

34" MAX.

F.F.

PETERS engineering

I NEER

46" MAX. (SIDE APPROACH) TOP OF SWITCHES, OUTLETS & THERMOSTATS

24" MAX.

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

44" MAX. (FRONT APPROACH)

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N I F OR

4/23/2019 3:19:42 PM

1 E-402

DEVICE MOUNTING HEIGHT NONE SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CALI 9

R E

ST T

C23603

PROJECT C

4 E-402

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

CONDUIT PENETRATION NONE

7667 FOLSOM BLVD., SACRAMENTO, CA 95826 CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

WIREMOLD RC7ATCBK FLUSH POKE THRU COMPLETE WITH PREWIRED 20A DUPLEX RECEPTACLE AND FOUR BLANK TRACJACK MOUNTING INSERTS FOR UNUSED COMMUNICATION OPENINGS.

FINISH FLOOR CONCRETE FLOOR SLAB

ISSUED MARK

DATE

DESCRIPTION

METAL DECKING NOTE: 1. ASSEMBLED WITH SCRUB WATER GASKET. FOR USE ON TILE OR CARPET FLOORS. 2. POKE-THRU ELECTRICAL INSERTS SHALL MEET THE F AND T RATINGS ACCEPTANCE CRITERIA OF ANSI/UL 1479.

2 E-402

POKE THRU WITH RISER DETAIL NONE

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

AGENCY

CLEAR THERMAL TRANSFER LAMINATED ADHESIVE TAPE WITH 1/8"H BLACK LETTERS.

FILE NO: 34-CSUS 20-20

FLS

DATE COVER PLATE A

TITLE DUPLEX RECEPTACLE

5 4/23/2019 3:19:42 PM

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

2A-20

E-402

FIRESTOP PUTTY PAD NONE

3 E-402

DETAILS

OUTLET DESIGNATION DETAIL NONE

SHEET

E-402

FIRE ALARM SYSTEM COMPONENTS

THE FOLLOWING IS A BRIEF DESCRIPTION OF THE SCOPE OF WORK FOR THIS PROJECT. IT IS GENERAL IN NATURE AND DOES NOT CONSTITUTE ALL THAT IS TO BE DONE NOR DOES IT INDICATE THE SEQUENCE OF INSTALLATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLETE THE WORK IDENTIFIED IN THE PLAN DOCUMENTS. THE CONTRACTOR SHALL FURNISH A MOP OUTLINING A SEQUENCE OF WORK . 1. RELOCATE EXISTING NOTIFICATION APPLIANCES AS REQUIRED BY REMODEL. 2. ADD NEW NOTIFICATION APPLIANCES AS REQUIRED BY REMODEL. 3. EXTEND EXISTING NEW NOTIFICATION APPLIANCE CIRCUITS TO RELOCATED AND NEW DEVICES.

EXISTING DEVICES SYM

(E)

NOTIFIER

NFS640

EXISTING EQUIPMENT

N/A

EXISTING NOTIFICATION EXTENDER POWER SUPPLY

(E)

NOTIFIER

FCPS-24S6

EXISTING EQUIPMENT

EXISTING SMOKE DETECTOR EXISTING DETECTOR BASE

(E)

NOTIFIER

FSP-851

EXISTING EQUIPMENT

EXISTING MANUAL PULL STATION

(E)

NOTIFIER

NBG-12LX

EXISTING EQUIPMENT

EXISTING CEILING MOUNTED HORN STROBE (XX = CANDELA)

(E)

SYSTEM SENSOR

PC2R

EXISTING EQUIPMENT

EXISTING CEILING MOUNTED STROBE ONLY (XX = CANDELA)

(E)

SYSTEM SENSOR

SCR

EXISTING EQUIPMENT

EXISTING WALL MOUNTED STROBE ONLY (XX = CANDELA)

(E)

SYSTEM SENSOR

EXISTING EQUIPMENT

NEW DEVICES

XX XX

FIRE ALARM PACKAGE SHALL INCLUDE DETAILED SHOP DRAWINGS, CUT SHEETS, AND COPIES OF THE APPROVED CSFM (CALIFORNIA STATE FIRE MARSHAL) LISTINGS FOR DEVICES, PROGRAMING, COMMISSIONING, STARTUP, AND ONE YEAR OF MAINTENANCE AFTER THE INSTALLATION IS ACCEPTED AND SIGNED OFF BY THE INSPECTOR OF RECORD.

SYSTEM SENSOR

PC2RL

7320-1653:0503

CEILING MOUNTED STROBE ONLY (XX = CANDELA)

SYSTEM SENSOR

SCRL

7135-1653:0504

PETERS engineering

consulting mechanical and electrical engineers

THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN OPERATIONAL. IF THE EXISTING SYSTEM IS NOT OPERATIONAL THE CONTRACTOR SHALL PROVIDE A CONTINUOUS FIRE WATCH UNTIL THE SYSTEM IS FULLY RESTORED. THE SYSTEM SHALL BE FULLY COMPATIBLE WITH EXISTING SYSTEM OR PROVIDE METHOD OF RELAY/OPERATION OF NEW SYSTEM.

A STAMPED SET OF APPROVED FIRE ALARM DESIGN DOCUMENTS SHALL BE KEPT ON THE JOB SITE AND USED FOR INSTALLATION. ANY DEVIATION FROM THE APPROVED DESIGN DOCUMENTS, INCLUDING SUBSTITUTION OF DEVICES, SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION. ALL DEVIATIONS SHALL BE MARKED-UP ON THE JOB SITE SET OF THE APPROVED DOCUMENTS. THE APPROVED DOCUMENTS SHALL BE KEPT UP-TO-DATE WITH ALL DEVIATIONS (INCLUDING CONDUIT/CABLE ROUTING CHANGES, WIRING CHANGES AND DEVICE ADDRESS CHANGES) AND SHALL BE USED AS REDLINES FOR THE FINAL AS AS-BUILT SET OF DRAWINGS.

EXISTING FIRE ALARM SYSTEM OPERATIONAL MATRIX

C23603 T

R E

OPEN CIRCUIT GROUND FAULT NOTIFICATION APPLIANCE CIRCUIT SHORT

EN . 08 - 3 1 - 1 O F OF CALI

PROJECT

AC POWER LOSS SYSTEM LOW BATTERY COMMUNICATION LOSS/TROUBLE SIGNAL SILENCE RESET FIRE ALARM PANEL NOTES: 1. 2.

OF CA L

N I F OR

CT Y R RT

13. VISUAL DEVICES SHALL NOT EXCEED 2 FLASHES PER SECOND AND SHALL NOT BE SLOWER THAN 1 FLASH EVERY SECOND. THE DEVICE SHALL HAVE A PULSING LIGHT SOURCE NOT LESS THAN .0375 LUMENS PER SQUARE FEET AND MEET ADA COMPLIANCE. WHEN THERE IS MORE THAN TWO VISUAL APPLIANCES OR GROUPS OF SYNCHRONIZED VISUAL APPLIANCES WITHIN THE FIELD OF VIEW ALL APPLIANCES SHALL BE SYNCHRONIZED.

EC TR I CA

D A RCH SE I E N A N McM TE H U T A

12. THE ALARM AUDIBLE SIGNAL PATTERN USED TO NOTIFY OCCUPANTS OF THE NEED TO EVACUATE (LEAVE THE BUILDING) OR RELOCATE (FROM ONE AREA TO ANOTHER) SHALL BE THE STANDARD ALARM EVACUATION SIGNAL CONSISTING OF A THREE-PULSE TEMPORAL PATTERN (NFPA 72, 2016 EDITION SECTION 18.4.2.1) .

SEAL

11. TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dB ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dB ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS, WHICHEVER IS GREATER, MEASURED 5 FT ABOVE THE FLOOR IN THE AREA REQUIRED TO BE SERVED BY THE SYSTEM USING THE A-WEIGHTED SCALE (dBA) (NFPA 72, 2016 EDITION SECTION 18.4.3.1) .

O R. ROMA

4/23/2019 3:21:26 PM

NOTES

MANUAL PULL STATION SMOKE DETECTOR DUCT DETECTORS FIRE SPRINKLER WATERFLOW FIRE SPRINKLER TAMPER SWITCH

E17247 EXP. 6/30/20 TA

CAUSE

PRO F E S S I ONA L

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

FIRE ALARM CONTROL PANEL IS EXISTING. NO CHANGES TO CONTROL PANEL OR PANEL FUNCTIONALITY ARE PART OF THIS PROJECT.

7667 FOLSOM BLVD., SACRAMENTO, CA 95826

15. THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 Hz) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 Hz) THROUGHOUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.5.3.1) .

CLIENT

WIRE SCHEDULE

16. WHERE MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES OR GROUPS OF SYNCHRONIZED APPLIANCES ARE IN THE SAME ROOM OR ADJACENT SPACE IN THE FIELD OF VIEW ALL APPLIANCES ARE REQUIRED SYNCHRONIZE TOGETHER (NFPA 72, 2016 EDITION SECTION 18.5.5.4.2) .

MANUFACTURER 17. SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 1'-0" OF OR WITHIN THE SAME LAY-IN TILE AS A FIRE SPRINKLER HEAD

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

INFORMATION SHOWN ON THESE PLANS RELATING TO THE EXISTING FIRE ALARM SYSTEM HAS BEEN OBTAINED FROM THE ORIGINAL AND "AS BUILT/RECORD" DRAWINGS AND FROM FIELD OBSERVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING WIRING AND RELATED CONDITIONS BEFORE PROCEEDING WITH THE EXECUTION OF WORK. MODIFICATIONS TO THE EXISTING WIRING SYSTEMS SHALL ENSURE CIRCUIT CONTINUITY TO ALL REMAINING EXISTING DEVICES OR EQUIPMENT ASSOCIATED WITH THE EXISTING REMAINING WIRING SYSTEM.

14. AN AVERAGE AMBIENT SOUND LEVEL GREATER THAN 105 dBA SHALL REQUIRE THE USE OF A VISIBLE NOTIFICATION APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.1)

CEILING MOUNTED HORN STROBE (XX = CANDELA)

I NEER

UPON ACTIVATION OF A MANUAL FIRE ALARM BOX, THE RESPECTIVE DEVICE SHALL CAUSE AN INDICATION OF ALARM TO BE RECEIVED BY THE FIRE ALARM CONTROL PANEL. THE PANEL SHALL CAUSE ALL NOTIFICATION APPLIANCES TO ACTIVATE. THE RESPECTIVE DEVICE ADDRESS OR ZONE SHALL BE IDENTIFIED AT THE ANNUNCIATOR AND/OR FACP.

CSFM #

ANY DISCREPANCIES IN THE DRAWING SET WITH APPLICABLE CODES OR RECOGNIZED STANDARDS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO ORDERING AND INSTALLING EQUIPMENT.

MODEL #

UPON ACTIVATION OF INITIATION DEVICES THE FIRE ALARM SYSTEM SHALL TRANSMIT ALARM, SUPERVISORY, AND/OR TROUBLE SIGNALS TO THE MONITORING STATION OF THE OWNER'S CHOICE.

MANUFACTURER

NOTE: THERE ARE NO HARDWARE MODIFICATIONS TO THE EXISTING FIRE ALARM CONTROL PANEL.

PRIOR TO ORDERING AND INSTALLATION THE FIRE ALARM SYSTEM AND ASSOCIATED EQUIPMENT PREPARE AND SUBMIT A COMPLETE SUBMITTAL PACKAGE COMPLETE WITH DETAILED SHOP DRAWINGS (INCLUSIVE OF CALCULATIONS AND POINT BY POINT WIRING DIAGRAMS), CUT SHEETS AND COPIES OF THE APPROVED CALIFORNIA STATE FIRE MARSHAL LISTINGS FOR EACH COMPONENT OF THE SYSTEM TO BE INSTALLED.

QTY

DESCRIPTION

SYM

10. THE TOTAL SOUND PRESSURE LEVEL PRODUCED BY COMBINING THE AMBIENT SOUND PRESSURE LEVEL WITH ALL AUDIBLE NOTIFICATION APPLIANCES OPERATING SHALL NOT EXCEED 110 dBA AT THE MINIMUM HEARING DISTANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.2).

REG I S T

CSFM #

MODEL #

AL AR EF TR M S FE OU IG NA CT B SU L L PE E S A T I AL RV GN FA AR ISO AL CP TR M S RY AT OU IG SIG FAC N SU BL AL NA P PE E S A T L A AL RV IGN AN T FA A R I SO A L N U C P TR M S RY AT NCI OU IG SIG AN AT N N O SU BL AL NA UN R E L PE S T O A C I A RV IGN C T A TO I S A L SU N N R OR T S U AC Y O C D IS N C S TI IG SU PAT IAT V NA S C O DE AT L T DI H R AC E A S O PA AC T I V U D CS T TI AT IBL US CH VA E E/ CL T AU VI DI SP OS E W D SU I AT HV E F AT BLE AL A CH A C I R E ER / VI PP SH SM FLO SUA LIA UT O W L NC DO KE BE AP ES AC W D A L L PL I TI AN N MP VA CE SY T E RS S ST E B EM A T N O T ER RM Y AL BAC KU P

MANUFACTURER

EXISTING FIRE ALARM PANEL

FIRE ALARM SYSTEM NOTES THE INSTALLATION OF THE FIRE ALARM SYSTEM SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS: a. 2016 CA BUILDING STANDARDS ADMINISTRATIVE CODE b. 2016 CALIFORNIA BUILDING CODE c. 2016 CALIFORNIA ELECTRICAL CODE d. 2016 CALIFORNIA MECHANICAL CODE e. 2016 CALIFORNIA PLUMBING CODE f. 2016 CALIFORNIA ENERGY CODE g. 2016 CALIFORNIA FIRE CODE h. 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE i. CCR TITLE 19. PUBLIC SAFETY: DIVISION 1. STATE FIRE MARSHAL j. 2016 NFPA 13 - INSTALLATION OF FIRE SPRINKLERS* k. 2013 NFPA 14 - INSTALLATION OF STANDPIPE AND HOSE SYSTEM* l. 2016 NFPA 20 - INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION m. 2016 NPFA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE* * AS AMENDED BY CALIFORNIA

QTY

N/A

DESCRIPTION

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

SCOPE OF WORK

LI JO C N

DESCRIPTION

USAGE

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

18. DETECTORS SHOULD NOT BE LOCATED IN A DIRECT AIRFLOW OR CLOSER THAN 36 IN. FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING. SUPPLY OR RETURN SOURCES LARGER THAN THOSE COMMONLY FOUND IN RESIDENTIAL AND SMALL COMMERCIAL ESTABLISHMENTS CAN REQUIRE GREATER CLEARANCE TO SMOKE DETECTORS. SIMILARLY, SMOKE DETECTORS SHOULD BE LOCATED FARTHER AWAY FROM HIGH VELOCITY AIR SUPPLIES (NFPA 72, 2016 EDITION SECTION A.17.7.4.1) .

WEST PENN

#998 2#12, FPLP

NOTIFICATION APPLIANCE CIRCUIT

19. ADJUST AND INSTALL DEVICES TO MAXIMIZE PERFORMANCE AND MINIMIZE FALSE ALARMS.

ISSUED

20. T-TAP ONLY WHERE SHOWN ON THE DRAWINGS AND APPROVED BY THE MANUFACTURER'S DOCUMENTATION.

MARK

DATE Date 1

21. INSTALL FIRE ALARM WIRING IN 3/4"C., MINIMUM. 22. WHERE CONDUIT IS SPECIFIED OR REQUIRED BY CODE OR APPLICABLE STANDARDS FIRE ALARM CIRCUITS SHALL BE INSTALLED IN A MINIMUM OF 3/4" CONDUITS. CONDUIT FILL SHALL BE MAINTAINED PER THE APPLICABLE CEC. 23. PENETRATIONS THROUGH RATED ASSEMBLIES AND WALLS SHALL BE SEALED WITH A LISTED SYSTEM THAT IS EQUAL TO OR EXCEEDS THE RATING OF THE ASSEMBLY. 24. WIRING SHALL BE UL APPROVED AS DESIGNATED IN THE FIRE ALARM SYSTEM WIRING SCHEDULE OR THE MANUFACTURER'S INSTALLATION MANUAL. FIRE ALARM CABLES SHALL BE LISTED BY THE CALIFORNIA STATE FIRE MARSHAL (CSFM) AND BE PROVIDED WITH RED PVC JACKET. WIRING INSTALLED UNDERGROUND SHALL BE LISTED FOR WET LOCATION.

DESCRIPTION Revision 1

PATHWAY DESIGNATIONS: 1. 2. 3. 4. 5. 6.

BUILDING IS STATE OWNED. BUILDING IS USED FOR HIGHER EDUCATION AND OFFICES. BUILDING IS NOT SPRINKLED. ALL FIRE ALARM WIRING SHALL BE INSTALLED IN CONDUIT. FIRE ALARM PATHWAYS SHALL BE RUN CLASS B. FIRE ALARM PATHWAY SURVIVABILITY IS LEVEL 1.

25. WIRING PULLED THROUGH A JUNCTION BOX OR BACK BOX SHALL TERMINATE AT A DEVICE, SYSTEM PANEL OR TERMINAL CABINET WITH NO SPLICES. SIZE BOXES PER WIRE FILL AS DEFINED IN THE CEC. PROVIDE A MINIMUM OF 6” OF LEAD WIRE FROM THE BOX TO CONNECT EACH DEVICE. 26. FIRE ALARM CABLES/CONDUCTORS SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

27. UPON COMPLETION OF INSTALLATION CONDUCT A TEST OF THE SYSTEMS OPERATION IN ACCORDANCE WITH NFPA 72, 2016 EDITION CHAPTER 14 IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION, THE ARCHITECT AND THE INSPECTOR OF RECORD. COMPLETE REQUIRED DOCUMENTATION IN ACCORDANCE WITH NFPA 72, 2016 EDITION CHAPTER 7. PROVIDE ORIGINAL TO INSPECTOR OF RECORD AND COPIES TO OWNER'S REPRESENTATIVE AND AUTHORITY HAVING JURISDICTION. 28. THE AUTHORITY HAVING JURISDICTION, THE INSPECTOR OF RECORD, AND THE OWNER'S REPRESENTATIVE SHALL RECEIVE FORTY EIGHT (48) HOURS NOTICE PRIOR TO THE DATE OF A FUNCTIONAL TEST AND FINAL INSPECTION. 29. THE INSPECTOR OF RECORD AND THE ARCHITECT SHALL RECEIVE ONE (1) WEEKS NOTICE FOR A FINAL PUNCH LIST WALK.

4/23/2019 3:21:26 PM

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

30. THE FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE SYSTEM ACCESS REQUIREMENTS WITH OTHER TRADES, SPECIFICALLY SERVICE ACCESS TO ALL DEVICE LOCATIONS. INITIATING DEVICES SHALL BE INSTALLED IN A MANNER THAT PROVIDES ACCESSIBILITY FOR PERIODIC INSPECTION TESTING AND MAINTENANCE (NFPA 72, 2016 EDITION SECTION 17.4.5). 31. THE FOLLOWING SHALL BE COMPLETED AND SUBMITTED TO THE ENGINEER FOR A FINAL TO BE GRANTED: a. AS-BUILT DRAWINGS, PROGRAMMING DOCUMENTS, SCHEMATICS (DEVICE & EQUIPMENT CUTSHEETS), AND MANUALS PER SPECIFICATIONS. PROVIDE SUCH DOCUMENTS IN PAPER FORM AND ON CD. b. A ½ SIZE LAMINATED POSTING OF THE AS-BUILT PRINTS AT THE FIRE ALARM CONTROL PANEL. c. TYPED RECORD OF COMPLETION PER NFPA 72. d. ITEMS ON A PUNCH LIST SHALL BE COMPLETE AND SIGNED OFF BY THE INSPECTOR OF RECORD. e. ACCEPTANCE OF THE FUNCTIONAL TEST SIGNED OFF BY THE CALIFORNIA STATE FIRE MARSHAL AND THE INSPECTOR OF RECORD.

FIRE ALARM INSTALLATION NOTE: THE FIRE ALARM SYSTEM IS NOT A DEFERRED APPROVAL ITEM. THE FIRE ALARM PLANS ARE COMPLETE AND ARE APPROVED BY THE CALIFORNIA STATE FIRE MARSHAL'S OFFICE. THESE SHEETS, ALTHOUGH APPROVED BY THE FIRE MARSHAL, ARE NOT APPROVED FOR THE INSTALLATION OR MODIFICATION OF ANY FIRE ALARM SYSTEM(S). A SEPARATE SUBMITTAL BY THE INSTALLING C-10 LICENSED FIRE ALARM CONTRACTOR IS TO BE SUBMITTED TO THE FIRE ALARM SYSTEM DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF INSTALLATION OR MODIFICATION OF ANY FIRE ALARM COMPONENTS.

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

AGENCY

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FLS

DATE A

TITLE

SYMBOLS, NOTES & SCHEDULES SHEET

FA-001

FIRE ALARM LEGEND 1"

EXISTING DEVICES

EXISTING FIRE ALARM PANEL

N/A

EXISTING NOTIFICATION EXTENDER POWER SUPPLY

EXISTING SMOKE DETECTOR EXISTING DETECTOR BASE

EXISTING MANUAL PULL STATION

EXISTING CEILING MOUNTED HORN STROBE (XX = CANDELA)

EXISTING CEILING MOUNTED STROBE ONLY (XX = CANDELA)

EXISTING WALL MOUNTED STROBE ONLY (XX = CANDELA)

NEW DEVICES

SYM

DESCRIPTION

CEILING MOUNTED HORN STROBE (XX = CANDELA)

CEILING MOUNTED STROBE ONLY (XX = CANDELA)

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

PETERS engineering

REG I S T

O R. ROMA

E17247 EXP. 6/30/20

EC TR I CA

OF CA L

I NEER

PRO F E S S I ONA L

consulting mechanical and electrical engineers

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N/A

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

DESCRIPTION

SYM

N I F OR

4/23/2019 3:21:29 PM

D SEAL

CT Y R RT

LI JO C N

D A RCH SE I E N A N McM TE H U T A

AREA A

EN . 08 - 3 1 - 1 O F OF CALI

R E

C23603

PROJECT C

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

(E) NOTIFICATION EXTENDER PANEL 'BPS2'

F S

(E)

7667 FOLSOM BLVD., SACRAMENTO, CA 95826 CLIENT

UP DN

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

ISSUED

AREA B

MARK

DATE

DESCRIPTION

MANAGEMENT

1 FA-112

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

FIRE ALARM FLOOR PLAN - LEVEL 2 - OVERALL

LIONAKIS 2015

1/16" = 1'-0"

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

AGENCY

16'

32'

64'

KEY PLAN

FILE NO: 34-CSUS IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

DATE A

TITLE

PLAN NORTH

4/23/2019 3:21:29 PM

FLS

FLOOR PLAN LEVEL 2 OVERALL SHEET

FA-112

FIRE ALARM LEGEND 1"

EXISTING DEVICES

~ (E) 75

DESCRIPTION

N/A

EXISTING FIRE ALARM PANEL

N/A

EXISTING NOTIFICATION EXTENDER POWER SUPPLY

EXISTING SMOKE DETECTOR EXISTING DETECTOR BASE

EXISTING MANUAL PULL STATION

(E) 15

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

EXISTING CEILING MOUNTED HORN STROBE (XX = CANDELA)

EXISTING CEILING MOUNTED STROBE ONLY (XX = CANDELA)

EXISTING WALL MOUNTED STROBE ONLY (XX = CANDELA)

NEW DEVICES

SYM DN

DESCRIPTION

CEILING MOUNTED HORN STROBE (XX = CANDELA)

CEILING MOUNTED STROBE ONLY (XX = CANDELA)

PETERS engineering

GENERAL NOTES

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

consulting mechanical and electrical engineers 1. A MINIMUM OF 72 HOURS’ NOTICE IS REQUIRED FOR ANY TESTING AND/OR INSPECTION

REMOVE EXISTING CEILING MOUNTED HORN / STROBE AND PROTECT FOR REUSE. REMOVE EXISTING CONDUIT AND CABLES BACK TO LAST REMAINING DEVICES.

REMOVE EXISTING DEVICE. PROTECT EXISTING OUTLET BOX AND CABLES FOR RE-USE.

EXISTING DEVICE TO REMAIN.

EC TR I CA

OF CA L

O R. ROMA

E17247 EXP. 6/30/20

I NEER

DEMOLITION KEYED NOTES:

PRO F E S S I ONA L

REG I S T

(E)

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

SYM

N I F OR

4/23/2019 3:21:33 PM

SEAL

PARTIAL FLOOR PLAN - LEVEL 2 - AREA A & B - FIRE ALARM DEMOLITION

KEYED NOTES: 2

(E) ~

8'-5"

EXISTING DEVICE IN NEW LOCATION.

CONNECT NEW CABLES INTO EXISTING NOTIFICATION CIRCUIT AT EXISTING DEVICE.

15 N2-9

(E)

EN . 08 - 3 1 - 1 O F OF CALI

PROJECT

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS

CLASSROOM

2604

R E

C23603

1/8" = 1'-0"

CT Y R RT

2 FA-113

LI JO C N

D A RCH SE I E N A N McM TE H U T A

N 75

7667 FOLSOM BLVD., SACRAMENTO, CA 95826

N2-8

CLIENT

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

8'-5"

E AUDIO LAB TEST BOOTH

2305A (N)

AUDIOLOGY LAB

2602

2603

AUDIOLOGY LAB N2-7

2601

15 (N)

8'-5"

N2-6

(N)

ISSUED

N2-5

MARK

DATE

DESCRIPTION

AUDIO LAB - CONSULT

8'-5"

2305

8'-5"

8'-5" N (E)

CORRIDOR

8'-5"

2309

N2-4

AUXILLARY OBSERVATION

2320 OBSERVATION

10'-0"

8'-5"

2319

8'-5"

STAIR NO. 2

GENDER NEUTRAL RESTROOM OBVS. CLOS. 2321

2504

2322

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

F (E)

(E)

N3-3 N

AGENCY

15 (N) N3-4

LOBBY

1000

COMPUTER LAB

2204

0' STAIR NO.1

2404J

16'

32'

KEY PLAN

8'-5"

FILE NO: 34-CSUS

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

CORRIDOR

(E) C

95 N3-5

2315

FLS

TITLE 8'-5" B (E) C

15 N3-6

PLAN NORTH

PARTIAL FLOOR PLANS - FIRE ALARM

4/23/2019 3:21:33 PM

DATE

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

LIONAKIS 2015

8'-5"

SHEET

1 FA-113

PARTIAL FLOOR PLAN - LEVEL 2 - AREA A & B - FIRE ALARM 1/8" = 1'-0"

FA-113

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

(E) BPS2

1N, TYP TO (E) NOTIFICATION APPLIANCES

(E)

(E) 30

N3-18

(E) 30

N3-17

30 N3-16

(E)

(E) 15

(E)

(E) 30

N2-15

N2-14

N2-13

N2-12

N2-11

N2-10

(E)

N3-15

N3-14

N3-13

15 N3-12

N3-11

N3-10

(E)

(N)

(E)

N2-9

(N)

N2-8 15

N3-9

(E)

N3-8

(N)

15 N2-7

N2-6

N3-6

N3-7

(E) 15

N2-4

(E) 15

(N)

N2-5

(E)

(N)

N3-5

N3-4

N3-3

1N, TYP 15

CKT#2 N2-1

(E) 15

(E)

N2-2

(E)

(N)

N2-3

(E)

30 N3-2

1N, TYP 15

CKT#3

N3-1

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.058

CKT#4

PETERS engineering

consulting mechanical and electrical engineers

NOTE: NO NEW INITIATION DEVICES ARE BEING ADDED IN THIS PROJECT.

O R. ROMA

I NEER

NONE

PRO F E S S I ONA L

FA-301

FIRE ALARM ONE LINE DIAGRAM REG I S T

E17247 EXP. 6/30/20

EC TR I CA

OF CA L

(E)

CKT#1

ENG

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N I F OR

4/23/2019 3:21:35 PM

SEAL D A RCH SE I E N A N McM TE H U T A

FACP

BLUE

BROWN

BLUE

BROWN

+ -

TO NEXT APPLIANCE OR EOL RESISTOR FIRE

96"

ALARM

PU L L D OWN

80" MIN. 2

THE TOTAL SOUND PRESSURE LEVEL PRODUCED BY COMBINING THE AMBIENT SOUND PRESSURE LEVEL WITH ALL AUDIBLE NOTIFICATION APPLIANCES OPERATING SHALL NOT EXCEED 110 dBA AT THE MINIMUM HEARING DISTANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.2)

THE ALARM AUDIBLE SIGNAL PATTERN USED TO NOTIFY OCCUPANTS OF THE NEED TO EVACUATE (LEAVE THE BUILDING) OR RELOCATE (FROM ONE AREA TO ANOTHER) SHALL BE THE STANDARD ALARM EVACUATION SIGNAL CONSISTING OF A THREE-PULSE TEMPORAL PATTERN (NFPA 72, 2016 EDITION SECTION 18.4.2.1).

+48" 3

THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 Hz) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 Hz) THROUGHOUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.5.3.1).

NFPA 18.5.4.1 VISUAL APPLIANCES SHALL HAVE ENTIRE LENS AT HEIGHTS ABOVE FINISHED FLOOR OF NOT LESS THAN 80" AND NO GREATER THAN 96" OR 6" BELOW CEILING, WHICHEVER IS LOWER.

IA N

ISSUED MARK

WHERE MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES OR GROUPS OF SYNCHRONIZED APPLIANCES ARE IN THE SAME ROOM OR ADJACENT SPACE IN THE FIELD OF VIEW ALL APPLIANCES ARE REQUIRED SYNCHRONIZE TOGETHER (NFPA 72, 2016 EDITION SECTION 18.5.5.4.2). WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2016 EDITION SECTION A.17.4.6). FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

NONE

CALIFORNIA STATE UNIVERSITY, SACRAMENTO 6000 J STREET, SACRAMENTO, CA 95819

DETAIL NOTES: NFPA 18.4.8.1 *WHERE CEILING HEIGHTS ALLOW, AUDIBLE APPLIANCES SHALL HAVE THEIR TOPS AT HEIGHTS ABOVE FINISH FLOOR OF NOT LESS THAN 90" AND BELOW FINISHED CEILING OF NOT LESS THAN 6".

FIRE ALARM HORN STROBE DETAIL

CLIENT FINISHED FLOOR

+42"

TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dB ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dB ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS, WHICHEVER IS GREATER, MEASURED 5 FT ABOVE THE FLOOR IN THE AREA REQUIRED TO BE SERVED BY THE SYSTEM USING THE A-WEIGHTED SCALE (dBA) (NFPA 72, 2016 EDITION SECTION 18.4.3.1).

2ND FLOOR SPEECH PATHOLOGY & AUDIOLOGY IMPROVEMENTS - SHELLED CLASSROOMS 7667 FOLSOM BLVD., SACRAMENTO, CA 95826

FA-301

AN AVERAGE AMBIENT SOUND LEVEL GREATER THAN 105 dBA SHALL REQUIRE THE USE OF A VISIBLE NOTIFICATION APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.1)

EN . 08 - 3 1 - 1 O F OF CALI

72"

NOTES: 1.

R E

PROJECT

96" MAX. 2

90" 1

CT Y R RT

BOTTOM OF DEVICE 6" TOP OF PANEL

B F

SYNCHRONIZATION MODULE

FINISHED CEILING DSM

FROM PANEL OR PREVIOUS APPLIANCE

FIRE ALARM HORN STROBE

C23603 F.S.R. BELL

F.A. SPEAKER/STROBE F.A. STROBE OR COMBINATION F.A. STROBE/HORN, TYPICAL

FA SPEAKER OR FA HORN, MOUNT AT 90" MIN.

LI JO C N

F.A. ABOVE CEILING HEAT DETECTOR, 5 MOUNT TO UNDERSIDE OF BEAM.

2 FA-301

NFPA 17.14.4 THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL NOT BE LESS THAN 42" AND NOT MORE THAN 48" ABOVE THE FLOOR.

MAINTAIN CONSISTENT HEIGHTS THROUGH OUT PROJECT.

INSTALL CEILING ACCESS PANEL AT ALL NON-LAYIN TYPE CEILINGS, WHERE HEAT DETECTOR ABOVE CEILING IS INDICATED.

DATE

DESCRIPTION

FIRE ALARM DEVICE MOUNTING DETAIL NONE

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2015

C:\Users\jmoberly\Documents\18.058 CSUS Folsom Hall Ph3 Mech-Elec R18_jmoberly.rvt

AGENCY

FIRE ALARM STROBE

FROM PANEL OR PREVIOUS APPLIANCE

BLUE

BROWN

BLUE

BROWN

+ -

FILE NO: 34-CSUS

TO NEXT APPLIANCE OR EOL RESISTOR

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

NOTES: 1.

AN AVERAGE AMBIENT SOUND LEVEL GREATER THAN 105 dBA SHALL REQUIRE THE USE OF A VISIBLE NOTIFICATION APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.1)

WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2016 EDITION SECTION A.17.4.6).

FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

FLS

DATE A

TITLE

3 FA-301 4/23/2019 3:21:35 PM

ONE LINE DIAGRAM & DETAILS

FIRE ALARM STROBE DETAIL NONE SHEET

FA-301