spartanburg community college tyger river campus...ls100 overall life safety plan ls101 life safety...

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19 Washington ParkGreenville, SC 29601

Phone 864.242.0761Fax 864.233.2319E-mail [email protected]

ArchitecturePlanningInteriors

CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:

COPYRIGHT © 2014 CRAIG GAULDEN & DAVIS, INC. ALL RIGHTS RESERVED

THIS COPYRIGHTED DOCUMENT AND ALL INFORMATION CONTAINED HEREIN IS AN

INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED, ALTERED, OR REUSED IN PART

OR IN WHOLE WITHOUT PRIOR WRITTEN PERMISSION FROM THE ARCHITECT. THIS

DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED UPON

REQUEST.

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TITLE SHEET

T100

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CONSTRUCTION DOCUMENTS

TYGER RIVERCAMPUS

READY SCRENOVATIONH59-N605-JM

SPARTANBURGCOMMUNITY

COLLEGE

107 Community College DriveSpartanburg, South Carolina 29303

1874 East Main Street (Hwy 290)Duncan, South Carolina 29334

SPARTANBURG COMMUNITY COLLEGETYGER RIVER CAMPUSREADY SC RENOVATIONH59-N605-JMFOR CONSTRUCTION DOCUMENTS REVIEW

February 27, 2019

OWNER:SPARTANBURG COMMUNITY COLLEGE107 COMMUNITY COLLEGE DRIVESPARTANBURG, SC 29303(864) 592-4600

ARCHITECT:CRAIG GAULDEN DAVIS, INC.19 WASHINGTON PARKGREENVILLE, SOUTH CAROLINA 29601(864) 242-0761

HVAC, PLUMBING, FIRE PROTECTION ENGINEER:PERITUS ENGINEERSP.O. BOXGREENVILLE, SC 29606(864) 277-8287

ELECTRICAL ENGINEER:CAROLINA ENGINEERING SOLUTIONS, LLC8 WEST McBEE AVENUE SUITE 203GREENVILLE, SC 29601(864) 370-9355

DRAWING LIST

T100 TITLE SHEET

GENERALG101 GENERAL NOTES AND LEGENDSG102 ADA STANDARDS

LIFE SAFETYLS100 OVERALL LIFE SAFETY PLANLS101 LIFE SAFETY PLANLS102 CODE REVIEW

ARCHITECTURALD101 DEMOLITION PLANSA100 OVERALL FLOOR PLANA101 FLOOR PLANA102 REFLECTED CEILING PLANSA103 FINISH SCHEDULE AND PLANSA201 DOOR, WINDOWS & WALL SCHEDULESA301 CASEWORK DETAILS

MECHANICALM100 OVERALL HVAC FLOOR PLANM101 ENLARGED HVAC FLOOR PLANM200 HVAC SCHEDULES & DETAILS

PLUMBINGP100 OVERALL PLUMBING PLANP101 ENLARGED PLUMBING FLOOR PLANS

ELECTRICALE101 SCHEDULES, NOTES & DETAILSE102 ELECTRICAL PLANS & NOTES

DATE MARK DESCRIPTION

FD

NORTH ARROW

A213SHEET NUMBER

SHEET NUMBER

CATAGORY NUMBER

DISCIPLINE LETTER

ROOM NAMES AND NUMBERS

VERTICAL ELEVATION TARGET

SPOT ELEVATION

SECOND FLOORF.F.E. 28'-6"

SECOND FLOORE.L. 18'-6"

DRAWING TITLE

BREAK LINE

1 View Name1/8" = 1'-0"A101

DATUM POINT

KEY NOTE

X

BUILDING SECTION TARGETS

1

A101

SIM

SHEET NUMBER

SECTION DESIGNATION

SIMILAR DETAIL WHERE INDICATED

DETAIL / WALL SECTION TARGETS

1

A101

SIM

SHEET NUMBER

SECTION DESIGNATION


ELEVATION TARGETS

SHEET NUMBER

SECTION DESIGNATION


DOOR NUMBERS

101

WINDOW TYPE SYMBOLS

W1

DRAWING REVISION

PARTIAL PLAN AND DETAIL TARGETS

P-1

PAINT TAG

A.F.F.18'-0"

CEILING HEIGHT TAG

0

COLUMN GRID

CENTER LINE

1

A101

SIM

1 A101

SEE KEYNOTE LEGENDFOR KEY

Room name

101

ROOM NUMBER

ROOM NAME

N

TRUE NORTH

2

FLOOR PLAN LEGEND

101

DOOR NUMBER NEW DOOR

EXISTING DOOR

FEC (x) FIRE EXTINGUISHER CABINET

FLOOR DRAIN

EWCELECTRIC WATER COOLER

TYPE

FEC(R) RECESSEDFEC(S) SEMI RECESSEDFEC(F) FLUSH MOUNTEDFEC(B) BRACKET MOUNTED

METAL STUD WALL WITH GYPSUM WALL BOARD

2 HOUR RATED

WALL LEGENDEXISTING WALL

WALL LEGEND NOTES:

INTERIOR WALLS SHALL BE TYPE GS3G UNLESS NOTED OTHERWISE. SF

PROVIDE J-MOLD WITH CAULK AND BACKER ROD JOINT WHERE GWB ABUTS DISSIMILAR MATERIALS SUCH AS CMU AND GWB.

A.F.F.18'-0"

REFLECTED CEILING PLAN LEGEND

2 x 4 FLUORESCENT LIGHT FIXTURE

LINEAR PENDANT LIGHT FIXTURE(S)

PENDANT LIGHT FIXTURE

DOWN LIGHT

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

CEILING ELEVATION ABOVE FINISHED FLOOR

SUSPENDED GYPSUM BOARD CEILING

ACP-1: 2'x2' SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM W/ SOUND BATT INSULATION

ACP-1: 2'x2' SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM

SUPPLY AIR DIFFUSER

MB1 4' x 6' MARKER BOARDMB2 4' x 8' MARKER BOARDTB1 4' X 6' TACK BOARDPB1 4'-1" x 5'-7" PROMETHEAN BOARDPS1 5' WIDE PROJECTION SCREENPS2 8' WIDE PROJECTION SCREENP1 OVERHEAD PROJECTORM1 24" x 36" MIRRORM2 24" x 48" MIRRORCH COAT HOOK

ACCESSORY LEGEND

TOILET ACCESSORY NOTES

1. GC SHALL FURNISH AND INSTALL 2x4 WOOD BLOCKING AS REQUIRED TO SECURLY FASTEN ALL TOILET ACCESSORIES.

PTD PAPER TOWEL DISPENSER - BY OWNER, CONTRACTOR INSTALLED

TTD TOILET TISSUE DISPENSER - BY OWNER, CONTRACTOR INSTALLED

SD SOAP DISPENSER - BY OWNER, CONTRACTOR INSTALLED

GB42 42" GRAB BARGB36 36" GRAB BARGB18 18" GRAB BAR (VERTICAL MOUNT)M1 24" x 36" MIRRORCH COAT HOOKSND SANITARY NAPKIN DISPOSAL UNITEWC ELECTRIC WATER COOLER

TOILET ACCESSORY LEGEND

DOOR ABBREVIATION LEGENDHM HOLLOW METALSCW SOLID CORE WOOD

TEMPERED

PR PAIRALUM ALUMINUM

T

Facing Wall Structure Wall Structure Width Facing

ModifierModifier

WALL TYPES LEGEND

Facing:

Wall Structure:

Wall Modifier:

C - Concrete M - MasonryS - Metal StudSW - Shaft WallTP - Toilet Partition W - Wood Stud

F - Furring - 7/8" METAL HAT CHANNEL W/ 5/8" GWBG - Gypsum - 5/8" GWB

A - Abuse resistant F - Full height - extend to structure aboveP - Partial height - extend six inches above ceilingS - Sound - attenuation batt insulation

XXXXXX

X - 36 - 24 - 18

MILLWORK TYPE

WIDTH (INCHES)

HEIGHT (INCHES)

DEPTH (INCHES)

NOTES:

1. SECTIONS AND DETAILS IN ACCORDANCE WITH A.W.I. STANDARDS. SEE SPECIFICATIONS FOR QUALITY GRADE.

2. SEE ELEVATIONS FOR SHELVING AND DOOR CONFIGURATIONS.

MILLWORK TYPE:

B - BASE CABINETBS - BASE SHELFC - CUBBIEW - WALL CABINETWD - WARDROBEWS- WALL SHELF

CASEWORK LEGEND

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CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:






REQUEST.

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GENERAL NOTESAND LEGENDS

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COLLEGE



COORDINATIONCO-1. THE CUTTING OF EXISTING CONSTRUCTION AND FINISHES SHALL BE REPAIRED WHERE CUT OR DAMAGED BY OTHER PORTIONS OF THE WORK BY TRADES PEOPLE WHO ARE BY TRAINING AND EXPERIENCE QUALIFIED TO MAKE SUCH REPAIRS, SHALL PERFORM THE REPAIRS.

CO-2. PROVIDE WOOD BLOCKING IN STUD OR OTHER HOLLOW WALLS AND OR SHEET METAL PLATES FOR ATTACHMENT OF WALL MOUNTED ACCESSORIES SUCH AS SHELVING, CASEWORK, GRAB BARS, TOILET ACCESSORIES, TOILET PARTITIONS, WALL MOUNTED LIGHT FIXTURES, BENCHES, COAT RODS, TELEVISIONS AND AV EQUIPMENT, SECURITY CAMERAS, SLIDING DOOR TRACKS, MARKER BOARDS, MIRRORS, ETC. WOOD BLOCKING SHALL BE FIRE RATED WHERE REQUIRED BY CODE OR THE CODE OFFICIAL.

CO-3. ALL WALL MOUNTED DEVICES SUCH AS ELECTRICAL RECEPTACLE PLATES, ELECTRICAL SWITCH PLATES, THERMOSTATS, LIGHT FIXTURES, DATA PLATES, SIGNAGE, FIRE ALARM PULL STATIONS, FIRE ALARM HORNS AND STROBES, MOTION DETECTORS, ETC. SHALL BE MOUNTED LEVEL AND PLUMB. WHERE DEVICES ARE ADJACENT TO ONE ANOTHER SUCH AS LIGHT SWITCHES, RECEPTACLES, T-STATS, ETC. THE TOP OF THE DEVICE SHALL ALIGN WITH THE ADJACENT DEVICE.

CO-4. INFORMATION PERTINENT TO THE SCOPE OF WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER TO CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, ETC., FOR ADDITIONAL NOTES. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO RELATED DRAWINGS AND DETAILS.

CO-5. THE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL DRAWINGS, ETC., SUPPORT THE ARCHITECTURAL DRAWINGS IN DEFINING THE SCOPE OF WORK OF THE CONTRACT DOCUMENTS. DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE ENGINEERING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE COMMENCING WITH THE WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER.

CO-6. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING WITH THE WORK.

CO-7. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. HE SHALL INVESTIGATE, VERIFY AND BE FAMILIAR WITH CONDITIONS OF THE PROJECT. HE SHALL NOTIFY THE OWNER OF ANY CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK.

CO-8. PROVIDE SHOP DRAWINGS AND COORDINATION DRAWINGS TO GUIDE THE FIELD INSTALLATION OF ALL SYSTEMS. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL NOT USE THESE DIAGRAMMATIC CONTRACT DOCUMENTS AS THEIR SHOP AND COORDINATION DRAWINGS.

CO-9. IT IS THE DESIGN INTENT THAT ALL DEVICES MOUNTED ON WALLS SUCH AS LIGHT SWITCHES, ELECTRICAL RECEPTACLES, THERMOSTATS, TEMPERATURE SENSORS, SECURITY CARD READERS, MOTION DETECTORS, OCCUPANCY SENSORS, FIRE ALARM DEVICES, DIMMING CONTROLS, ETC. SHALL BE FURNISHED IN THE SAME COLOR. THE COLOR OF THESE DEVICES FOR THIS PROJECT SHALL BE COORDINATED WITH THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE THIS REQUIREMENT WITH ALL TRADES.

CO-10. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFICS DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

CO-11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE CODES. ENGINEERING SHALL CONFORM TO ALL APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS HAVING JURISDICTION INCLUDING ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS.

DIMENSIONINGD-1. UNLESS OTHERWISE NOTED, DIMENSIONS ARE FROM COLUMN CENTERLINE, CENTER OF INTERIOR STUD, FACE OF EXTERIOR STUD, FACE OF MASONRY AND FACE OF CONCRETE WALLS.

D-2. ALL NEW WORK ADJOINING EXISTING CONSTRUCTION SHALL ALIGN WITH AND MATCH EXISTING CONSTRUCTION UNLESS OTHERWISE DIMENSIONED OR DETAILED. NEW GYPSUM BOARD CONSTRUCTION MEETING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH THE EXISTING MATERIALS AND SHOW NO VISIBLE JOINT.

D-3. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE.

FINISHESF-1. ENSURE THAT WALL FINISH MATERIALS SUCH AS PAINT ARE COMPATIBLE WITH SEALANT MATERIAL UTILIZED IN THE WALL CONSTRUCTION.

F-2. PROVIDE ACCESS PANELS IN CEILINGS WHERE REQUIRED FOR ACCESS TO ALL EQUIPMENT AND OR DEVICES. COORDINATE THIS REQUIREMENT WITH THE WORK OF OTHER TRADES SHOWN ON THE DRAWINGS AND IN THE PROJECT MANUAL.

F-3. IN AREAS INDICATED BY THE FINISH SCHEDULE TO BE PAINTED AND WHERE NO CEILING IS INDICATED, PAINT SHALL EXTEND TO THE BOTTOM OF THE FLOOR OR ROOF STRUCTURE (TYPICAL). REFER TO THE FINISH SCHEDULE FOR PAINTING OF EXPOSED STRUCTURE.

GLAZINGG-1. WHETHER OR NOT EXPLICITLY INDICATED, ALL GLAZING SHALL BE SAFETY GLAZING WHEN WITHIN 18” OF THE FLOOR OR WITHIN 36” HORIZONTAL DISTANCE FROM ANY DOOR.

G-2. PROVIDE HEAT STRENGTHENED AND OR TEMPERED GLASS AS RECOMMENDED BY GLASS MANUFACTURER OR AS REQUIRED BY CODE FOR EACH APPLICATION.

MISCELLANEOUSM-1. THE UNSUPPORTED ARM-OVER LENGTH TO A SPRINKLER HEAD DROP, OR SPRIG-UP SHALL NOT EXCEED 24” FOR STEEL PIPE.

M-2. SHOULD THE CONTRACTOR ENCOUNTER ANY MATERIALS IDENTIFIED AS HAZARDOUS MATERIALS HE SHALL IMMEDIATELY REFER TO THE GENERAL CONDITIONS AND NOTIFY THE OWNER AND THE ARCHITECT.

M-3. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID MOLECULAR BREAKDOWN.

STRUCTURALS-1. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL MEMBER SIZE & SEISMIC BRACING REQUIREMENTS.

S-2. THE CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS AND ADVISE THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF WORK.

S-3. REFER TO THE STRUCTURAL DRAWINGS FOR LIGHT GAGE FRAMING REQUIREMENTS FOR ALL WALL FRAMING CONDITIONS DETAILS SHALL GOVERN IF A CONFLICT SHOULD OCCUR BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS IN REGARDS TO EXTERIOR WALL FRAMING.

WALLSW-1. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK AND SHALL BE ENTIRETY SEALED OFF WITH NON-HARDENING CAULK UNLESS NOTED OTHERWISE. ALL PENETRATIONS; SUCH AS PIPING, CONDUITS, DUCTS, ETC., IN SUCH SEALED OFF WALLS OR PARTITIONS; SHALL IN THEMSELVES BE PACKED WITH MINERAL WOOL FIBER INSULATION AND SEALED OFF WITH NON-HARDENING CAULK ALONG THE PERIMETER AS REQUIRED. ENSURE THAT THESE PENETRATIONS ARE SEALED WITH APPROVED MATERIALS IN ACCORDANCE WITH A U.L. DESIGN ASSEMBLY FOR THE WALL RATING.

W-2. ALL SOUND RATED PARTITIONS (STC) WALLS OR PARTITIONS SHALL HAVE AN ACOUSTICAL GASKET AND OR ACOUSTICAL SEALANT AT THE TOP, BOTTOM AND SIDES WHERE A SOUND LEAK COULD EXIST. ALL PENETRATIONS THROUGH SUCH PARTITIONS SHALL BE GASKETED AND SEALED ALONG THE PENETRATION PERIMETER.

W-3. ALL FIRE AND OR SMOKE PARTITIONS, FIRE BARRIERS AND FIRE WALLS SHALL EXTEND FROM FINISH FLOOR TO WHERE IT MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF WITH FIRE SAFING MATERIALS PER AN APPROVED FIRE RATED ASSEMBLY IN ACCORDANCE WITH U.L. DESIGN. ALL RATED AND SMOKE WALLS SHALL BE LABELED EVERY 10'-0” WITH 3” HIGH STENCILED LETTERING WITH WORDING SUCH AS “2-HOUR RATED FIRE BARRIER”, PROTECT ALL OPENINGS” OR VERBIAGE APPROVED BY THE LOCAL BUILDING OFFICIAL OR FIRE MARSHAL. LETTERING AND ARROWS MAY ALSO BE UTILIZED TO INDICATE THE DIRECTION OF THE FIRE RATING.

W-4. METAL STUDS SHALL BE ATTACHED WITH TWO SCREWS AT 16” O.C. IN THE BOTTOM AND TOP TRACKS UNLESS DEFLECTION TRACKS ARE UTILIZED UNLESS NOTED OTHERWISE.

W-5. ALL INTERIOR WALLS ARE TO BE 3 5/8” METAL STUDS WITH ONE LAYER OF 5/8” GYPSUM WALLBOARD UNLESS NOTED OTHERWISE BY A WALL TYPE.

W-6. IN THE CASE OF NON-RATED PARTITIONS METAL STUDS AND GYPSUM BOARD SHALL BE EXTENDED THE SAME AS RATED PARTITIONS UNLESS NOTED OTHERWISE BY A WALL TYPE OR NOTE. IN LOCATIONS WHERE GYPSUM BOARD WALLS ARE NOT INDICATED TO EXTEND TO STRUCTURE, GYPSUM BOARD SHALL EXTEND TO 6” ABOVE FINISH CEILING.

W-7. IN ALL LOCATIONS WHERE CEILINGS ARE NOT SCHEDULED ON ONE SIDE OR BOTH SIDES OF A WALL, THE PARTITION SHALL EXTEND UP TO THE UNDERSIDE OF THE STRUCTURE.

W-8. WALL ACCESSORIES SUCH AS FIRE EXTINGUISHER CABINETS, PAPER TOWEL DISPENSERS, ETC. INSTALLED IN RATED WALLS SHALL BE INSTALLED IN A MANNER WHICH WILL NOT REDUCE THE FIRE RATING OF THE WALL.

W-9. ALL PENETRATIONS THROUGH FLOOR SLABS SUCH AS PIPING, CONDUITS, ETC. SHALL BE SEALED WITH COMPATIBLE MATERIALS AND SHALL SEAL AGAINST WATER PENETRATION RATED MATERIALS TO BE USED AT RATED ASSEMBLIES TO MAINTAIN SPECIFIED RATING.

W-10. ALL OUTSIDE CORNERS AND END OF GYPSUM WALL PARTITIONS SHALL HAVE METAL CORNER BEADS OR METAL TRIM UNLESS NOTED OTHERWISE.

W-11. EXPOSED CONCRETE WALLS SHALL BE POINTED UP, RUBBED AND PATCHED AS REQUIRED, PRIOR TO THE APPLICATION OF PRIME PAINTING IN ALL LOCATIONS. POINTING UP MATERIALS SHALL BE THE SAME TYPE OF MATERIAL AS THE WALL CONSTRUCTION.

W-12. UNLESS NOTED OTHERWISE, ALL DOOR AND CASED OPENING FRAMES TO BE MOUNTED 6” OFF OF ADJACENT WALL AT DRYWALL PARTITIONS AND 8” OFF OF ADJACENT WALL AT MASONRY PARTITIONS OR CENTERED ON WALL. STRIKE SIDE OF DOOR MUST MEET ADA REQUIREMENTS IN ALL LOCATIONS.

W-13. PROVIDE "TYPE X" GYPSUM WALLBOARD AT RATED PARTITIONS, UNLESS NOTED OTHERWISE.

PROJECT ABBREVIATIONS LEGEND PROJECT NOTESSYMBOLS LEGENDAB A/C ACS PNL ACST ACP (ACP-) ACT (ACT-) AD ADA

ADH ADJ AFF AGGR AHR AHU ALT ALUM (ALUM-) ANOD ANN APPROX ARCH ASPH AUTO AWP (AWP-) B/B BB (BB-) BBD BD BE (BE-) BITUM BLDG BLKG BM BMK BOT BOT/ BR (BR-) BRG BRZ BSMT BUR

CAB CB CEM CG (CG-) CH (CH-) CI CIP CIRC CJ CL CLG CLO CLR cm CMU CO COL CONC CONF CONN CONSTR CONT CONTR COORD CORR CPT (CPT-) CSK CT (CT-) CTR CU CW CCTV

dDDBL DCT (DCT-) DEG DEMO DEPT DET DF (DF-) DIA DIAG DIFF DIM DISP DIV DL DN DP DR DS DW DWG DWV

E EA EIFS

EJ EL ELAST ELEC ELEV EMER ENCL ENGR ENTR EO EOS EP EQ EQUIP ES ETC EW EWC EXC EXH EXIST EXP EXPO EXT

ANCHOR BOLT AIR CONDITION(ING)(ED) ACCESS PANEL ACOUSTIC(AL) ACOUSTICAL CEILING PANEL ACOUSTICAL CEILING TILE AREA DRAIN AMERICANS WITH DISABILITIES ACT ADHESIVE ADJUSTABLE ABOVE FINISHED FLOOR AGGREGATE ANCHOR AIR HANDLING UNIT ALTERNATE ALUMINUM

ANODIZE(D) ANNUNCIATOR APPROXIMATE ARCHITECT(URAL), ASPHALT AUTOMATIC ACOUSTICAL WALL PANEL BACK TO BACK BULLETIN BOARD BASE BOARD BOARD BENCH BITUMINOUS BUILDING BLOCKINGBEAM BENCHMARK BOTTOM BOTTOM OF BRICK BEARING BRONZE BASEMENT BUILT-UP ROOFING

CABINET CATCH BASIN CEMENT CORNER GUARD COAT HOOK CAST IRON CAST-IN-PLACE CIRCULATION CONTROL JOINT CENTER LINE CEILING CLOSET CLEAR CENTIMETER CONCRETE MASONRY UNIT CLEANOUT COLUMN CONCRETE CONFERENCE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRIDOR CARPET COUNTERSUNK CERAMIC TILE CENTER CUBIC COLD WATER CLOSED CIRCUIT TELEVISION

PENNY (NAIL) DEEP, DEPTH DOUBLE DIAPER CHANGING TABLE DEGREE DEMOLISH, DEMOLITION DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIFFUSER DIMENSION DISPENSER DIVISION DEAD LOAD DOWN DAMPPROOFING DOOR DOWNSPOUT DISHWATER DRAWING DRAINAGE, WASTE AND VENT

EASTEACHEXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELASTOMERIC ELECTRIC(AL) ELEVATOR EMERGENCY ENCLOSURE ENGINEER ENTRANCE ELECTRIC OUTLET EDGE OF SLAB ELECTRICAL PANEL EQUAL EQUIPMENT EMERGENCY SHOWER ETCETERA EACH WAY ELECTRIC WATER COOLER EXCAVATION, EXCAVATE EXHAUST EXISTING EXPANSION EXPOSED EXTERIOR, EXTERNAL

FF/F FA FAAP

FAB (FAB-) FABR FACP FC (FC-) FD FDTN FE FEC FH FHC FHVC FHR FIN FIN FLR ELFIXT FLASH FLEX FLR FLUOR FO FP FRTW

FT FTG FTR FURN FURG FUT

GA GALV GB (GB-)GEN GFRC

GFRG

GL (GL-) GD GL BLK GLU LAM GYP PLAS GR GT GYP

HHBHC HCP HDW HDWD HM HO HORIZ HP HR HT HTG HTR HVAC

HW HYD

INCAND INCL INSUL (INSUL-) INT INTERM INV

JAN JAN CLO JT

KD KO KIT KPL (KPL-)

LLAM LAU LAV LB(s)LF LH LL LKR (LKR-) LLH LLV LNG LP LT LTG LVL LWC

FACE OFFACE TO FACE FIRE ALARM FIRE ALARM ANNUNCIATOR PANELFABRIC FABRICATE(D) FIRE ALARM CONTROL PANEL FIRE CABINET FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIRE HOSE VALVE CABINET FIRE HOSE RACK FINISH(ED) FINISHED FLOOR ELEVATION FIXTURE FLASHING FLEXIBLE FLOOR FLUORESCENT FINISHED OPENING FIRE PROTECTION FIRE RETARDANT TREATED WOOD

FOOT (FEET) FOOTING FINNED TUBE RADIATION FURNISH, FURNITURE FURRING FUTURE

GAUGE GALVANIZED GRAB BAR GENERAL GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLASS GROUND GLASS BLOCK GLUE LAMINATED WOOD GYPSUM PLASTER GRADE GREASE TRAP GYPSUM

HIGH HOSE BIBB HOLLOW CORE HANDICAPPED HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HIGH POINT HOUR HEIGHT HEATING HEATER HEATING, VENTILATION, AIR CONDITIONING HOT WATER HYDRANT

INSIDE DIAMETER INCH(ES)INCANDESCENT INCLUDE(D), INCLUDING INSULATION INTERIOR INTERMEDIATE INVERT

JANITOR JANITOR'S CLOSET JOINT

KNOCK(ED) DOWN KNOCK OUT KITCHEN KICK PLATE

LONG, LENGTH LAMINATE(D) LAUNDRY LAVATORY POUND(S) LINEAR FOOT, (FEET) LEFT HAND LIVE LOAD LOCKER LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDE, LONGITUDINAL LOW POINT LIGHT LIGHTING LEVEL LIGHT WEIGHT CONCRETE

m MACH MAINT MAS MATL MAX MCB MDO MDF

MECH MEMB MEZZ MEP

MFR MH MIN MIRR (MIRR-)MISC MKR BD (MKR BD-) mm MO MTD MTG MTL MULL MVBL

N NIC NO NOM NTS

O/O OA OC OD OF/CI

OF/OI

OFD OFF OH OPH OPNG OPP

PA PBD PCC (PCC-) PERF PERP PGBD PL PLAM (PLAM-)PLAS PLBG PLYWD PNT (PNT-) PNL POL PR PREFAB PRKG PROJ PROJ SCRN (PROJ SCRN-)PROP PSF PSH (PSH-) PSI PT PTD (PTD-) PTN PVC PVG

QT (QT-) QTY

r R RAD RB (RB-) RCP RCPTN RD REC REF REFR REINF

REINF CONC REQD RESIL REV RFG RF (RF-) RH RM RO ROW RTF (RTF-) RVL

METER MACHINE MAINTENANCE MASONRY MATERIAL MAXIMUM METAL CORNER BEAD MEDIUM DENSITY OVERLAY MEDIUM DENSITY FIBERBOARD MECHANICAL MEMBRANE MEZZANINE MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MARKER BOARD

MILLIMETER MASONRY OPENING MOUNTED MOUNTING METAL MULLION MOVABLE

NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE

OUT TO OUT OVERALL ON CENTER OUTSIDE DIAMETER OWNER FURNISHED, CONTRACTOR INSTALLEDOWNER FURNISHED, OWNER INSTALLED OVERFLOW DRAIN OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE

PUBLIC ADDRESS PARTICLE BOARD PRE-CAST CONCRETEPERFORATED PERPENDICULAR PEG BOARD PLATE PLASTIC LAMINATE

PLASTER PLUMBING PLYWOOD PAINT PANEL POLISHED PAIR PREFABRICATE(D) PARKING PROJECT PROJECTION SCREEN

PROPERTY POUNDS PER SQUARE FOOTPURSE SHELF POUNDS PER SQUARE INCHPOINT PAPER TOWEL DISPENSER PARTITION POLYVINYL CHLORIDE PAVING

QUARRY TILE QUANTITY

RISER THERMAL RESISTANCE RADIUS RUBBER BASE REFLECTED CEILING PLANRECEPTION ROOF DRAIN RECESSED REFERENCE REFRIGERATOR REINFORCE, REINFORCING REINFORCED CONCRETE REQUIRED RESILIENT REVISION ROOFING RESILIENT FLOORING RIGHT HAND ROOM ROUGH OPENING RIGHT OF WAY RUBBER TILE FLOOR REVEAL

S SAB

SAN SC SCHED SD (SD-)SECT SF SGNG SGL SHT SIM SHR SND (SND-)

SNDU(SNDU-)SP SPEC SPKR SQ SS SSM (SSM-)SST STA STC

STD STL STN (STN-)STOR STRUCTSUSP SV (SV-)SYMM

TT T/ T&B T&G TDR (TDR-)

TEL TEMP TER (TER-)THK THRES TI TKBD(TKBD-)TLT TMPD TOPO

TPD (TBD-)TRTD TS TSCD(TSCD-)

TV TYP

U UC UCL (UCL-)

UNEXCUNFIN UGND UH UL

UNO US UTIL

VB (VB-)VCT (VCT-)VENT VERTVEST VIF VOL VNR (VNR-)VR V SHT VT (VT-)VWC (VWC-)

W W/ W/O WC WD (WD-)WG (WG-)WF WH WI WIN WM WP W RECPTWSCT WT WWF

x

YD

ZN

SOUTH SOUND ATTENUATION BATTSSANITARY SOLID CORE SCHEDULE SOAP DISPENSER SECTION SQUARE FOOT(FEET) SIGNAGE SINGLE SHEET SIMILAR SHOWER SANITARY NAPKIN DISPENSER SANITARY NAPKIN DISPOSAL UNIT STANDPIPE SPECIFICATION SPEAKER SQUARE SERVICE SINK SOLID SURFACE MATERIALSTAINLESS STEEL STATION SOUND TRANSMISSION CLASSSTANDARD STEEL STONE STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL

TREAD TOP OF TOP & BOTTOM TONGUE & GROOVE TOWEL DISPENSER/ RECEPTACLETELEPHONE TEMPORARY TERRAZZO THICK THRESHOLD TENANT IMPROVEMENT TACKBOARD TOILET TEMPERED TOPOGRAPHY, TOPOGRAPHICTOILET PAPER DISPENSERTREATED TUBE STEEL TOILET SEAT COVER DISPENSERTELEVISION TYPICAL

HEAT TRANSFER COEFFICIENT UNDER COUNTER UNDER CABINET LIGHTINGUNEXCAVATED UNFINISHED UNDERGROUND UNIT HEATER UNDERWRITER'S LABORATORIESUNLESS NOTED OTHERWISEUNDERSLAB UTILITY

VINYL BASE VINYL COMPOSITION TILEVENTILATION VERTICAL VESTIBULE VERIFY IN FIELD VOLUME VENEER VAPOR RETARDER VINYL SHEET VINYL TILE VINYL WALL COVERING

WEST WITH WITHOUT WATER CLOSET WOOD WALL GUARD WIDE FLANGE WATER HEATER WROUGHT IRON WINDOW WIRE MESH WATER PROOFING WASTE RECEPTACLE WAINSCOT WEIGHT WELDED WIRE FABRIC

BY

YARD

ZINC.


Location of Vision Panel & Hardware

Ref: ICC A117.1-2017, Fig. 404.2.3.2(B)Ref: ICC A117.1-2017, Fig. 404.2.3.2(A)

Maneuvering Clearance at SwingingDoor: Front Approach, Pull Side

Ref: ICC A117.1-2017, Fig. 308.3.2(B)Ref: ICC A117.1-2017, Fig. 308.3.2(A)Ref: ICC A117.1-2017, Fig. 308.3.1

Ref: ICC A117.1-2017, Fig. 308.2.2(B)Ref: ICC A117.1-2017, Fig. 308.2.2(A)Ref: ICC A117.1-2017, Fig. 308.2.1

UnobstructedForward Reach

308 REACHING RANGES

At least as wide as ramp run

Ref: ICC A117.1-2017, Fig. 504.2

Treads and Risers for Accessible Stairways

Ref: ICC A117.1-2017, Fig. 504.5

Stair Nosings

ANGLED RISERBEVELED NOSING CURVED NOSING

504 STAIRWAYS

503 PASSENGER LOADING ZONE

Ref: ICC A117.1-2017, Fig. 503.3(A)* Existing buildings and facilities

Passenger Loading Zone Access Aisle

Ref: ICC A117.1-2017, Fig. 502.2(A) & Fig. 502.2(B)

Vehicle Parking Space and Access Aisle

502 PARKING SPACES

Ref: ICC A117.1-2017, Fig. 404.2.2(C)Ref: ICC A117.1-2017, Fig. 404.2.2(B)Ref: ICC A117.1-2017, Fig. 404.2.2(A)

Clear Width of Hinged Door

405 RAMPS

Ref: ICC A117.1-2017, Fig. 405.9.2.1

Ref: ICC A117.1-2017, Fig. 405.9.1

Extended Surface Ramp Edge Protection

Ref: ICC A117.1-2017, Fig. 405.7(B)

Ramp Landing at Turn

Ref: ICC A117.1-2017, Fig. 405.7(A)

Ramp Landing at Straight Run

Ref: ICC A117.1-2017, Fig. 404.2.5(A)

Two Doors in Series

Ref: ICC A117.1-2017, Fig. 404.2.5(C)

Two Doors in Series

* 48" WHERE CLOSER IS PROVIDED

Ref: ICC A117.1-2017, Fig. 404.2.3.2(H)

Ref: ICC A117.1-2017, Fig. 404.2.3.2(G)Ref: ICC A117.1-2017, Fig. 404.2.3.2(F)

Ref: ICC A117.1-2017, Fig. 404.2.3.2(E)Ref: ICC A117.1-2017, Fig. 404.2.3.2(D)

404 DOORS AND DOORWAYS

Ref: ICC A117.1-2017, Fig. 403.5.2(B)

Clear Width at 180-Degree Turn

Ref: ICC A117.1-2017, 403.5.1(A)

Clear Width of an Accessible Route

403 WALKING SURFACES

Ref: ICC A117.1-2017, Fig. 307.4

Reduced Vertical Clearance

Ref: ICC A117.1-2017, Fig. 307.3(B)Ref: ICC A117.1-2017, Fig. 307.3(A)

Post-Mounted Protruding Object

Ref: ICC A117.1-2017, Fig. 307.2

Limits of Protruding Objects

307 PROTRUDING OBJECTS

TOP OF SINKSLAVATORIES,TABLES,COUNTERS,& WORKINGSURFACES

Ref: ICC A117.1-2017, Fig. 306.3(A) & 606.3

Knee Clearance

Ref: ICC A117.1-2017, Fig. 306.2(A) & 606.3

Toe Clearance

306 KNEE & TOE CLEARANCE; 606 LAVATORIES & SINKS;902 SEATING AT TABLES, COUTERS, & WORK SURFACES

Ref: ICC A117.1-2017, Fig. 305.7.1Ref: ICC A117.1-2017, Fig. 305.7.2

Maneuvering Clearance in an AlcoveForward Approach

305 CLEAR FLOOR SPACE

Ref: ICC A117.1-2017, Fig. 305.3.2Ref: ICC A117.1-2017, Fig. 305.3.1

Clear Floor Space - New Buildings

Ref: ICC A117.1-2017, Fig. 304.3.2.1(A)Ref: ICC A117.1-2017, Fig. 304.3.1.1

Circular Turning SpaceNew Buildings

304 WHEELCHAIR TURNING SPACE

VERTICAL RISER

Access aisle serving carand van parking spaces

AREA TO BE MARKED

Area tobe

marked

RAMP RUN

LANDING

RAMP RUN

LANDING RAMP RUN LANDING

* If both closer and latch are provided

Typical Toilet Accessories Mounting Heights

F.F.

BC WAD PTD SD MR CH

EWC FEC MOP

Typical Toilet Accessories Mounting Heights

F.F.FDS

* 11" - 17" for children's

ACCESSORIES

BENCH HEIGHT BENCH SEATS SIZE & CLEARANCE

903 BENCHES

RECTANGULAR NON-CIRCULARCIRCULAR

Spacing of Grab Bars

Ref: ICC/ANSI A117.1-2017, Fig. 609.3Ref: ICC/ANSI A117.1-2017, Fig. 609.2 (a-c)

Size of Grab Bars

Ref: ICC/ANSI A117.1-2017, Fig. 802.4 (A-C)Ref: ICC/ANSI A117.1-2017, Fig. 802.3 (A-B)

Width of a Wheelchair Spacein Auditorium and Assembly Areas

802 AUDITORIUM AND ASSEMBLY AREAS

Ref: ICC/ANSI A117.1-2017, Fig. 610.3.2

L-Shaped Shower Compartment Seat

Ref: ICC/ANSI A117.1-2017, Fig. 610.3.1

610 SEATS

609 GRAB BARS

Ref: ICC/ANSI A117.1-2009, Fig. 608.4.1

ELEVATION

PLAN

Clearances for AmbulatoryAccessible Water Closet

Ref: ICC A117.1-2017, Fig. 604.5.1, Fig. 604.4 and Fig. 604.7(A)

Ref: ICC A117.1-2017, Fig. 604.5.2

Rear Wall Grab Barfor Water Closet

Ref: ICC A117.1-2017, Fig. 604.9.5(A)

Toilet CompartmentToe Clearance

Ref: ICC A117.1-2017, Fig. 604.9.2(A), Fig. 604.9.3.1(A), Fig. 604.2(A), & Fig. 604.9.5(B)

Clearances for Wall-HungWheelchair Accessible Water Closet

604 WATER CLOSETS,TOILET COMPARTMENTS, &605 URINALS

Ref: ICC A117.1-2017, Fig. 602.2.1(B), Fig. 305.5(B), & Fig. 305.7.1

602 DRINKING FOUNTAINS AND WATER COOLERS

Ref: ICC A117.1-2017, Fig. 602.2.1(A), Fig. 305.5(A), & Fig. 305.7.2

Clear Floor Space at WheelchairDrinking Fountains

Rectangular Non=circularCircular

Ref: ICC A117.1-2017, Fig. 505.5 & Fig. 505.7(A-C)

Handrail Clearance and Cross Section

Ref: ICC A117.1-2017, Fig. 505.4(B) and Fig. 505.10.1Ref: ICC A117.1-2017, Fig. 505.4(A), Fig. 505.10.2, and Fig. 505.10.3

Top and Bottom HandrailExtensions and Heights at Stairs

505 HANDRAILS

SIDE ACCESSFRONT OR REARACCESS

MULTIPLE ADJACENTSPACESSINGLE SPACE

X = Tread depth

CH

AN

GIN

GS

UR

FA

CE

PU

SH

BU

TT

ON

PU

LL H

AN

DLE

40"

- 4

8"

68" min

36"

min

60"

min

36" min

min

16"

min

16"

(48"

exi

stin

g)

52"

min

30" min

30"

min

(52" new)

48" min

36" min

60" min

8" MIN.

11" min

34"

max

27"

min

9" m

in

6" max

34"

max

9" m

in

X >

80"

X >

27"

4" MAX.

X <

80"

max

27"

NOTE: THIS SHEET IS A REFERENCE FOR GENERALACCESSIBILITY REQUIREMENTS FROM ICC A117.1-2017. SOME DETAILS MAY REFERENCE ACCESSORIES OR CONDITIONS THAT DO NOT APPLY TO THIS SPECIFIC PROJECT.

608 SHOWER COMPARTMENTS CONTINUES

Ref: ICC/ANSI A117.1-2017, Fig. 608.2.1 & Fig. 608.3.1

Alternate Roll-In-Type Shower CompartmentClearances & Grab Bar Locations


Standard Roll-In-Type Shower CompartmentClearances without Seats and Grab Bar Locations

Ref: ICC/ANSI A117.1-2017, Fig. 1103.12.4

Kitchen Sink Accessible Space

Ref: ICC/ANSI A117.1-2017, Fig. 1103.12.3

Kitchen Accessible Work Surface

1103 TYPE A DWELLING UNITS


Standard Roll-In-Type Shower CompartmentClearances & Grab Bar LocationsRef: ICC/ANSI A117.1-2017, Fig. 608.2.2.1 & Fig. 608.3.2(B)

608 SHOWER COMPARTMENTS

Ref: ICC/ANSI A117.1-2017, Fig. 607.2 (B), Fig. 607.4.1 & Fig. 610.2 (B)

ELEVATION

PLAN

ELEVATION

PLAN

Ref: ICC/ANSI A117.1-2017, Fig. 607.2 (A), Fig. 607.4.2 (A) & Fig. 610.2 (A)

Grab Bar Locations & Clearances forBathtubs without Permanent Seats

SEATWALL

CONTROLWALL

BACK WALL

HEADENDWALL

FOOTENDWALL

BACKWALL

BACK WALL

CONTROLSSEATWALL

FOOTENDWALL

BACKWALL

HEADENDWALL

Clearances for StandardWater Closet

Clearances forAccessible Urinals

Side Wall Grab Bar & Recessed Dispenser Outlet Location

Grab Bar Locations & Clearances forBathtubs with Permanent Seats

607 BATHTUBS

> 2

7" a

nd <

80"

4" max 4" max

15 m

in

48"

max

48"

max

20" max

44"

max

> 20" - 25"

15"

min

48"

max

10" max

48"

max

>10-24

34"

max

46"

max

*>60

" *

*>43

"

48"

min

x<52

24"

max

*48"

52"

max

24"

max 32" min

36" min

32" min

36" min

32" min32" min

90°

32" min

60"

min 18" min

**48

"

52"

min

60"

min

36" min

54"

MIN

.

42" MIN.

*48"

min

42"

min

12" min*

* If both closer and latch are provided.

*54"

min

48"

min

24" min

*48"

min

42"

min

min

24"43

" m

axVision panel

43"

max

34"

- 48

"

60"

min

60" min

60" min 60" min

12" min 12" min

X <

4"

FU

LL L

EN

GT

H O

F P

AR

KIN

G S

PA

CE

*132"min (van)

96"min (car) 60" MIN.

Van parking spacesize exception

96"min 96"min

Area tobe

marked

20'-0"min

*60"

min

67"

min

11" min

4" -

7"

1 1/2"max 1 1/2" max

30° max

34"

- 38

"

12" min

X

X

12" min 12" min

34"

- 38

"

4" m

ax

1 1/2"min2 1/4" max

1 1/2"min

4" - 6 1/4" Perimeter

1 1/2"min

1 1/4" - 2"

30" min

15" 15"

52"

min

5" m

ax15

" m

in

52" min

30"

max

3 1/

2"

26" 26"

60" MIN.

wal

l-hun

g w

.c.

56"

min

*

clea

ranc

e8"

min

toe

48" min

60"

min

4" max

16" - 18"

8" min

3' -

6"

MIN

.

60"

min

3' -

6"

min

35-37"max

17" - 19"

60"

min

16"

32" min

17"

MA

X.

52"

min

clear

30" min

15" 15"

8" min

12" min

42" min54" min

max12" 42" min

39" - 41"

39"

- 41

"

Sec

t 609

.4.1

33"

- 36

"

seat

*17

- 19

"

18"

min

18"

min

1 1/2"min

24"

MIN

.

LENGTH OF TUB

15" - 16"

30"

MIN

.

12" MAX. 24" MAX.

12"

MIN

.

24"

MIN

.

15" MAX.12" MAX.

15" MIN.

30"

MIN

.

12" MIN.

LENGTH OF TUB

15" - 16"

17"

- 19

"

33"

- 36

"

8"-1

0"

33"

- 36

"

8"-1

0"

15" MIN.

17"

- 19

"

6" MAX.

6" M

AX

.

30"

MIN

.30

" M

IN.

60" MIN.

Transfer-Type Shower CompartmentClearances & Grab Bar Locations

36" MIN.

48" MIN.

36"

MIN

.36

"

6" M

AX

.

6" MAX. 6" MAX.

36"

36" MIN.

60" MIN.

24" - 36"

6" M

AX

.

6" MAX. 6" MAX.

6" M

AX

.

30"

MIN

.

60" MIN.

SEAT

Transfer-Type Shower Controls & Handshower Location

27" MAX.

33"

- 36

"

48"

MA

X.

AR

EA

CLE

AR

OF

OB

ST

RU

CT

ION

S

12"

MIN

.

1 1/

2" M

IN.

1 1/2" MIN.1 1/4" - 2" 1 1/2" MIN.2" MAX.1 1/2" MIN.

4" - 4.8" PERIMETER

15" - 16"

1 1/

2" M

AX

.3"

MA

X.

2 1/2" MAX.

22" - 23"

14"

- 15

"1

1/2"

MA

X.

15" - 16"2 1/2" MAX.

Rectangular Shower Compartment Seat

36" MIN. 33" MIN. 33" MIN.

48"

MIN

.

60"

MIN

.

Depth of a Wheelchair Spacein Auditorium and Assembly Areas

20" - 24"

17"

- 19

"

42" MIN.

20"

- 24

"

30"

60" MIN. IN ALCOVE

66"

MIN

.

60" MIN.

18" MIN.

16" - 18" 56"

MIN

.

60" MIN.

16" - 18"

Forward Approach WaterCloset Clearance

Parallel and Forward ApproachWater Closet Clearance

30" MIN.*

34"

MIN

.

34"

MIN

.

30" MIN.

6 1/

4" M

AX

.

48"

MA

X.

40"

MA

X.

34"

MA

X.

48"

MA

X.

5' -

0"

38 -

43"

*

5' -

4"

MA

X.

48"

MA

X.

42"

PU

SH

BU

TT

ON

48"

T-Shaped Turning SpaceNew Buildings - Option 1

Clear Floor Space - Existing Buildings

Maneuvering Clearance in an AlcoveParallel Approach

TOP OF SINKSLAVATORIES,TABLES,COUNTERS,& WORKINGSURFACES

Post-Mounted Protruding Objects

20" Max. ObstructedHigh Forward Reach

UnobstructedSide Reach

ObstructedHigh Side Reach

20" - 25" Max. ObstructedHigh Forward Reach

24" Max. ObstructedHigh Side Reach

Clear Width of Sliding Door Clear Width of Folding Door

Maneuvering Clearance at SwingingDoor: Front Approach, Push Side

Maneuvering Clearance at SwingingDoor: Hinge Approach, Pull Side

Maneuvering Clearance at SwingingDoor: Hinge Approach, Pull Side

Maneuvering Clearance at SwingingDoor: Latch Approach, Pull Side

Maneuvering Clearance at SwingingDoor: Hinge Approach, Push Side

22" min

Maneuvering Clearance at SwingingDoor: Latch Approach, Push Side

Extended Surface Ramp Barrier Protection

Top and Bottom HandrailExtensions and Heights at Ramps

Clear Floor Space at Wheelchair DrinkingFountains Primarily for Children's Use Exception

18"

MIN

.3"

- 6

"

18"

MIN

.3"

- 6

"

4" M

AX

.

4" M

AX

.

Ref: ICC/ANSI A117.1-2017, Comply with 603 thru 610, Figure 1103.11.2.4 (A-D)

Ref: ICC/ANSI A117.1-2017, Comply with 603 thru 610, Figure 1103.11.2.4 (A,B)

X >

24"

X >

15"

17" - 25" 25" max

30"

min

30"

min

Ref: ICC/ANSI A117.1-2017, Fig. 306.3(B)

Knee Clearance - PlanRef: ICC A117.1-2017, Fig. 306.2(B)

Toe Clearance - Plan

27"

max X > 12"

X < 12"X

4" max

> 2

7" a

nd <

80"

80"

minX > 12"

10" max

*>36" **>43"

42" min.

*>36" **>43"

42" min.

Ref: ICC A117.1-2017, Fig. 404.2.3.3(A)

Maneuvering Clearance at Sliding and Folding Door: Front Approach

* 48

"

52"

min

Ref: ICC A117.1-2017, Fig. 404.2.3.3(C)

Maneuvering Clearance at Sliding and Folding Door: Pocket or Hinge Approach

22" min

42"

min

> 2

4"

Ref: ICC A117.1-2017, Fig. 404.2.2(D)

Clear Width of Doorways without Doors

36" min

Ref: ICC A117.1-2017, Fig. 404.2.3.3(D)

Maneuvering Clearance at Sliding and Folding Door: Stop or Latch Approach

24" min

42"

min

Ref: ICC A117.1-2017, Fig. 404.2.3.4(A)

Maneuvering Clearance at Doorways Without Doors: Front Approach

* 48

"

52"

min

Ref: ICC A117.1-2017, Fig. 404.2.3.4(C)

Maneuvering Clearance at Doorways Without Doors: Side Approach

42"

min

Ref: ICC A117.1-2017, Fig. 404.2.5(B)

Two Doors in Series

48" min

X >

8"

12" min

*48

min

52"

min

Ref: ICC A117.1-2017, Fig. 404.2.3.5(C)

Maneuvering Clearance at RecessedDoor: Pull Side

X >

8"

*48"

min

52"

min

Ref: ICC A117.1-2017, Fig. 404.2.3.5(B)* Existing buildings

Maneuvering Clearance at RecessedDoor: Push Side

Ref: ICC A117.1-2017, Fig. 404.2.3.5(A)

Maneuvering Clearance at RecessedDoor: Pull Side

X >

8"

18" min60"

min

Ref: ICC A117.1-2017, Fig. 405.9.2.2

Extended Surface Ramp Curb Protection

4" M

IN.

Ref: ICC A117.1-2017, Fig. 405.9

Edge Protection - Limited Drop Off

OR

10".

1/2"

MA

X.

10".

1/2"

MA

X.

1/2" max radius or bevel

Ref: ICC A117.1-2017, Fig. 604.10.1

13 1

/2"

min

Ref: ICC A117.1-2017, Sect 605

4" M

AX

.

18"

17"

- 19

"

CONTROLWALL 33

" -

36"

38"

MIN

.

48"

MA

X.

SEAT

15" MAX.

38"

MIN

.16" MIN.

BACK WALL

Ref: ICC/ANSI A117.1-2017, Fig. 608.4.2

Standard Roll-In Type Shower Control & Handshower Location

17"

- 19

"

SEAT

17"

- 19

"

27" MAX. .15" MAX.

BACK WALLCL OF

SEAT 33"

- 36

"

38"

MIN

.

48"

MA

X.

Ref: ICC/ANSI A117.1-2009, Fig. 608.4.3 (a,b)

Standard Roll-In Type Shower Control & Handshower Location

1 1/2" MIN.

Ref: ICC/ANSI A117.1-2017, Fig. 903 (B) Ref: ICC/ANSI A117.1-2017, Fig. 305.5 (B) & Fig. 903 (A)

48" MIN.

3" M

AX

.

*36" MIN. IF PART OF T-SHAPED TURNING SPACE PER SECTIONS 304.3.2 & 1003.3.2

*36" MIN. IF PART OF T-SHAPED TURNING SPACE PER SECTIONS 304.3.2 & 1003.3.2

*FOR WHEELCHAIRS: 36" MAX. FOR GENERAL OCCUPANCY OR 30" MAX. WHERE CHILDREN ARE PRIMARY USERS.

604 WATER CLOSETS,TOILET COMPARTMENTS, &605 URINALS Cont.

60" MIN.

56"

MIN

.

Other fixtures not allowed within this area.

Ref: ICC A117.1-2017, Fig. 604.3

Size of Clearance for Water Closet

Ref: ICC A117.1-2017, Fig. 604.7.1(A) and Fig. 604.7.1(B)

Protruding Dispenser Location

min

18" 48

" m

ax

24" min

36" max

24" min

42" max

67" min

10"

max

Overlap of knee and toe per 306

24"

min

8"

8"

Ref: ICC A117.1-2017, Fig. 304.3.1.2

Circular Turning SpaceExisting Buildings

25"

max

60" min

52"

unlimited

.

Ref: ICC A117.1-2017, 307.1 - Protruding objects on circulation paths

*Existing buildings* Option 1 - 403.5.2(A) ** Option 3 - 403.5.2(C)

Ref: ICC A117.1-2017, Fig. 403.5.3.1(A)

Clear Width at 90-Degree Turn -New Buildings - Option 1

* Option 2 - 403.5.3.1(B)

40"

40" 28"

28" *8"min

*8"

min

**

36"

min

**

36" min

403.

5.4.

2(A

)

60"

min

* Existing buildings

* Existing buildings

** Existing buildings

* If closer is provided

Ref: ICC A117.1-2017, 404.2.6.1, 404.2.10

*Existing buildings

64" min

60"

min

Door width Door width Door width

38"

60"

min

11" min 11" min

Clear

36" min

1:12 max running slope30" max rise between landings

Clear

36" min

56" minor

* 59" min. for floor-mounted water closet

36" min

Sec

t. 60

9.3

1 1/

2"6"min

33"

- 36

"

36" max

12"

min

Sec

. 609

.31

1/2"

min

42" max

703 BRAILLE

Height of Braille Characters Above FloorRef: ICC/ANSI A117.1-2017, Fig. 703.4.10

AREA OF REFUGE FUG

brai

lle b

asel

ine

48"

min

. to

brai

lle b

asel

ine

60 m

ax. t

o

LAV. COMPLYING W/ 606

*

*

*

* CONTROL LOCATION PRE FIG. 607.5

TO

RE

FLE

CT

IVE

S

UR

FA

CE

1

A

B

C

D

2 3 54




CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:






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27/2

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ADA STANDARDS

G102

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COLLEGE




REF.

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EXIT 19

EXIT 21 EXIT 22 EXIT 23

EXIT 24

EXIT 25

EXIT 26

EXIT 27EXIT 28

EXIT 29

EXIT 1

EXIT 2

EXIT 3

EXIT 4

EXIT 5

EXIT 6

EXIT 7 EXIT 8 EXIT 9

EXIT 10

EXIT 11

EXIT 12EXIT 13

EXIT 14

EXIT 15

EXIT 16

EXIT 17EXIT 18

AREA E UPPEREXISTING SPACEF-1 FACTORY

AREA E LOWEREXISTING SPACES-1 STORAGE

AREA F EXISTING SPACES-1 STORAGE

AREA D2S-1 STORAGE

AREA H BUSINESSFACTORYASSEMBLY

AREA C2EXISTING SPACEBUSINESS

AREA C1EXISTING SPACEBUSINESS

AREA A & BEXISTING SPACEBUSINESS

AREA C3 & C4EXISTINGSPACEBUSINESS

AREA GEXISTING SPACES-1 STORAGE

AREA D1FACTORY

EXISTING AREAS A, B, C1, C2, C3 C4, E, F, & G ARE NOT BEING ALTERED FOR THIS PROJECT.

AREA H & EXISTING MEN'S REST ROOM SPACES THAT ARE BEING RENOVATED FOR THIS PROJECT.

EXISTING AREA D IS NOT BEING ALTERED FOR THIS PROJECT. AREA D1, D2 AND AREA H WILL SHARE RESTROOM FACILITIES.

APPLICABLE BUILDING CODES: 2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL EXISTING BUILDING CODE2015 INTERNATIONAL FIRE CODE2009 INTERNATIONAL ENERGY CODE2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL MECHANICAL CODE2014 NATIONAL ELECTRICAL CODENFPA 72-2013NESC-2012

PROJECT DESCRIPTION:8,815 SF BUSINESS/FACTORY/ASSEMBLY OCCUPANCY UP-FIT IN A 359,600 SF FULLY SPRINKLERED BUILDING WITH EXISTING BUSINESS, FACTORY AND STORAGE OCCUPANCIES.

OCCUPANCY CLASSIFICATIONS:IEBC CLASSIFICATION OF WORK - ALTERATIONS LEVEL 2EXISTING BUILDING - BUSINESS, FACTORY & STORAGEEXISTING BUILDING AREA - 359,600 SFUP-FIT SPACE - BUSINESS/FACTORY/ASSEMBLYUP-FIT AREA - 8,815 SF

MIXED USE NON-SEPARATED

ALLOWABLE HEIGHTS & AREAS:UNLIMITED AREA PER SECTION 507.5

CONSTRUCTION TYPE:TYPE IIB CONSTRUCTIONFULLY SPRINKLERED

UP-FIT BUILDING DESIGN OCCUPANT LOAD:BUSINESS - 2424 GSF2424/100 GSF = 25 PEOPLEASSEMBLY UNCONCENTRATED - 2437 NSF2437/15 NSF = 163 PEOPLEFACTORY - 3954 GSF3954/100 = 40 PEOPLEUP-FIT TOTAL OCCUPANCY LOAD = 228 PEOPLE

EGRESS WIDTH:228 PEOPLE X .2" PER PERSON = 46"72" PROVIDED

EXIT TRAVEL DISTANCE:ASSEMBLY/FACTORY - 250 FEET SPRINKLERED

CORRIDORS:BUSINESS, FACTORY & STORAGE "0" RATED - FULLY SPRINKLERED

LIFE SAFETY NOTES

AREA D2S-1 STORAGE97,988 SF/500196 OCCUPANTSPLUMBING FIXTURESTOILETS - 1/100 LAVS = 1/10098 MALE = 1 TOILET & 1 LAV98 FEMALE = 1 TOILET & 1 LAV

AREA D1 & AREA HFACTORY3,953 SF & 3,954 SF/10080 OCCUPANTSTOILETS - 1/100 LAVS - 1/10040 MALE = 1 TOILET & 1 LAV40 FEMALE = 1 TOILET & 1 LAV

AREA HASSEMBLY2437 SF/15163 OCCUPANTSMALE TOILETS - 1/125 LAVS - 1/20082 MALE = 1 TOILET & 1 LAVFEMALE TOILETS - 1/65 LAVS 1/20082 FEMALE = 2 TOILETS & 1 LAV

AREA HBUSINESS2424 SF25 OCCUPANTSTOILETS - 1/25 FOR 50 & 1/50LAVS - 1/40 FOR 80 & 1/8013 MALE = 1 TOILET & 1 LAV13 FEMALE = 1 TOILET & 1 LAV

PLUMBING FIXTURE COUNTS:

TOTAL PLUMBING FIXTURE COUNTS:REQUIRED TOILETS MALE - 4PROVIDED TOILETS MALE - 4REQUIRED LAVS MALE - 4PROVIDED LAVS MALE - 3REQUIRED TOILETS FEMALE - 5PROVIDED TOILETS FEMALE - 8RQUIRED LAVS FEMALE - 4PROVIDED LAVS FEMALE - 6

RENOVATED PROJECT AREAS

KEY PLAN

1

A

B

C

D

2 3 54




CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:






REQUEST.

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OVERALL LIFESAFETY PLAN

LS100

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COLLEGE



LIFE SAFETY LEGEND

100P

OCCUPANCY GROUP ROOM SQUARE FOOTAGE MAX SF PER OCCUPANTOCCUPANT LOAD

OCCUPANT LOAD AT EXIT

EXIT CAPACITY PROVIDED AT EXIT

EXIT TRAVEL DISTANCE

RATED DOOR ASSEMBLY

NORTH ARROW

FIRE EXTINGUISHER CABINET

DIRECTION OF EXIT TRAVEL

N

TRUE NORTH

=150 SFUSE

Type

Room name

OLF LOAD

100' TD

82P

FEC

90

2 HOUR RATED WALL

202' TD360P

30 P

90

315 TOTALPEOPLE

FE

=863 SFA

NET

TRAINING

15 59=714 SFA

NET

TRAINING

15 49=861 SFA

NET

TRAINING

15 59

=330 SFA

NET

CONFERENCE

15 20

29 P

30 P

29 P

=184 SFB

GR

OFFICE

100 2 =150 SFS

GR

FILES

300 1=200 SFB

GR

OFFICE

100 2

=441 SFB

GR

OFFICE

100 5

=136 SFB

GR

OFFICE

100 2

=170 SFB

GR

BREAK

100 5

=186 SFB

GR

OFFICE

100 2

=3947 SFW

GR

INDUSTRIAL

100 40

98 ADDITIONALPEOPLE

217 EXISTPEOPLE

242'

TD

317

TO

TA

LP

EO

PLE

360P

148

AD

DIT

ION

AL

PE

OP

LE

169

EX

IST

PE

OP

LE

FEC

FE

C


KEY PLAN

1

A

B

C

D

2 3 54




CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:






REQUEST.

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LIFE SAFETY PLAN

LS101

2/27/19

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COLLEGE



1/8" = 1'-0"LS101

4 LIFE SAFETY PLAN - AREA H04-15-15 OSE REVIEW COMMENT


2

1

A

B

C

D

2 3 54




CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:






REQUEST.

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CODE REVIEW

LS102

2/27/19

14042.3

AuthorChecker


TYGER RIVERCAMPUS



COLLEGE


x

x


1. The Contractor is responsible for verifying all underground utilities and the removal and capping of all utilities necessary for the accomplishment of the work of the Contract Documents. All abandoned, nonessential or otherwise not specifically shown to be re-used mechanical, plumbing or electrical utilities that are exposed after demolition work shall be removed and/or capped at the point of origin. Consult the Architect or Owner if questions arise as to whether service shall be disconnected or remain.

2. The Contractor shall exercise due care and diligence in protecting critical components or utilities to remain and to prevent their accidental destruction or interruption. Discovery of unforeseen conditions regarding these components should be brought to the attention of the Architect for consideration before commencing with demolition work. Damage to any building or site components that are not described in the Contract Documents shall be repaired to the satisfaction of the Owner at the Contractor's expense.

3. The Contractor shall remove and properly dispose of all materials identified to be demolished. Items requested by the Owner to be salvaged shall be removed by the Contractor, marked as “Salvage” and stored at the site for the Owner to dispose of.

4. The Contractor shall provide barricades and fencing as required during demolition to protect persons and property adjacent to the Work and to prevent unauthorized people from entering the project area and provide necessary signage to direct pedestrian and vehicular traffic for the general population and building occupants during demolition activities. Temporary barriers and the wetting of materials to prevent air borne particles and dust from leaving the demolition area and causing damage to adjacent areas or property shall be included within the base bid.

5. The demolition drawings are intended to provide a description of the scope of demolition to be included in the Work. The drawings may not accurately depict all existing conditions to be encountered. Details and notes shown for specific conditions also shall apply to similar conditions throughout the Work. It is the responsibility of the Contractor to visit the site and examine the conditions to properly estimate the scope of the demolition work.

6. Refer to other engineering drawings within the Contract Documents for demolition work to be performed by other Subcontractors. Avoid duplication during bidding. Contractor shall coordinate the work of Subcontractors to ensure that all demolition work is included in the base bid and properly managed throughout the project.

7. All non-essential components of the existing construction that will interfere with the installation of the work of the Contract Documents shall be removed.

8. The Owner will occupy the building during construction. The Contractor is responsible to maintain all means of egress from the facility. Corridors shall not be substantially reduced in width, exit signs shall not be blocked from view and all egress doors shall remain operable.

9. Contractor shall include all costs for demolition work required for routing of all utilities, thermostats, grilles below slabs, inside walls and above ceilings and necessary repairs to match adjacent surfaces and finishes.

GENERAL DEMOLITION NOTES

EXISTING WALLS TO REMAIN

EXISTING DOOR TO REMAIN

DEMOLITION LEGENDWALL TYPES:

DOOR TYPES:

WALLS TO BE DEMOLISHED

EXISTING DOOR TO BE REMOVED

KEY NOTE LEGEND

1 DEMOLISH EXISTING WALLS, DOORS AND FRAMES

2 NOT USED

3

4

5

DEMOLISH EXISTING WATER COOLER6

DEMOLISH EXISTING CONCRETE SLAB AS NECESSARY TO ALLOW FOR PLUMBING TIE-IN

7

DEMOLISH PORTION OF EXISTING CMU WALL

8

9

10

11

12

13

14

15

16

17

DEMOLISH EXISTING 9'-6" HIGH MEZZANINE INCLUDING PLYWOOD DECK, STEEL DECK, METAL BEAMS AND JOISTS

DEMOLISH EXISTING STRUCTURAL TUBE COLUMNS AND BASE PLATES

DEMOLISH EXISTING DOOR AND INFILL WITH WALL TYPE ADJACENT TO OPENING. RELOCATE DOOR TO OPENING 104B.

AT EXISTING TRANSFORMER ON MEZZANINE, GC CONFIRM THAT TRANSFORMER SERVES EXISTING OFFICES BEFORE REMOVAL AND DISPOSAL. IF LIGHTS INDICATED TO REMAIN ARE SERVED BY THIS TRANSFORMER, GC SHALL WORK WITH OWNER & ARCHITECT TO PROVIDE PERMANENT LOCATION AND MOUNTING.

DEMOLISH EXISTING LIGHTS

DEMOLISH EXISTING WOOD MEZZANINE AND WOOD STRUCTURAL FRAMING

DEMOLISH EXISTING JANITOR SINK

RELOCATE EXISTING WATER HEATER

DEMOLISH PORTION OF EXISTING WALL TO INSTALL NEW DOOR AND FRAME

DEMOLISH PORTION OF EXISTING WALL TO INSTALL FOLDING PARTITION WALL

REMOVE, MODIFY, AND RELOCATE EXISTING STAIR IN NEW LOCATION. (SEE 2/A101)

MECHANICAL UNIT TO BE REMOVED AND DISPOSED OF BY GC. SEE MECHANICAL DRAWINGS FOR NEW EQUIPMENT TO SERVE I.T. ROOM.


KEY PLAN

1 3 4

1 3 4

6

1 7 8

5

14

14

11

14

1515

16

17

7 1 3 4 7 1 3 4 7

7

09

10 12

13

11

02

1

A

B

C

D

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CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:






REQUEST.

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DEMOLITIONPLANS

D101

2/27/19

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COLLEGE



04-15-15 OSE REVIEW COMMENT

1/8" = 1'-0"D101

1 DEMOLITION FLOOR PLAN

1/8" = 1'-0"D101

2 DEMOLITION FLOOR PLAN


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A1011

A1013

RELOCATED EXISTING STAIR

AT MECHANICAL MEZZANINE ABOVE, FURNISH AND INSTALL NEW 3'-0" x 7'-0" HOLLOW METAL DOOR AND FRAME IN EXISTING METAL BUILDING WALL FOR ROOF ACCESS

6" HIGH METAL STUD LANDING WITH STEEL GRATE

AT ROOF, EXTEND EXISTING WALK PADS TO NEW LANDING (MATCH EXISTING)

A1012

Sim

SEE 2/A101 FOR NOTES RE: RELOCATED MEZZANINE GUARDRAILS


KEY PLAN

1

A

B

C

D

2 3 54




CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:






REQUEST.

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OVERALL FLOORPLAN

A100

2/27/19

14042.3

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COLLEGE



1" = 30'-0"A100

2 OVERALL FLOOR PLAN


DW

XBXB XBMB/2S MB/2SMB/2S MB/2SMB/2S MB/2S MB/2SMB/2S MB/2SMB/2SBC/5/36 LF/5/3642/4242/42 42 24/66-AL24/66-AL 24/66-AL24/66-AL 24/66-AL QIVIQIVIQIVI QIVI CREWNODE NODE NODE NODENODE NODE NODE NODENODEREPLY


KEY PLAN

21' - 7" 15' - 0" 5' - 6" 10' - 0" 15' - 0" 16' - 3 3/4"

6' -

0"

A101

TRAINING

104TRAINING

103

TRAINING

102

CONFERENCE

106

OFFICE

107FILES

108

OFFICE

109 OFFICE

110

ELECTRICAL

118

OFFICE

112

BREAK

113

OFFICE

114

INDUSTRIAL

101

CORRIDOR

105

5

4

REF

5' -

3"

32' - 9" 27' - 0"

(FIELD VERIFY)

32' - 7 3/4"

113A

113B

106 107

114 112

110

109108

104A

104B

105

104C

103102B

102A

20' - 0" 10' - 9"

10' -

8" W1

4' -

0"

92' - 4 3/4"

2' -

4 3

/4"

5' - 2"

13' - 0"

41' - 3 3/4"5' - 6"36' - 7"

A101

11' -

0"

16' -

0"

102C

9' - 0"

FEC

FEC

OPERABLE FOLDING PARTITIONSEE 6/A101 FOR SUPPORT DETAIL

ALI

GN

60" HIGH WALL W/ LATERAL CLIPS

EXISTINGEWC

JANITOR'S CLOSET

JANITOR'S CLOSET

NOTE:UNLESS NOTED OTHERWISE, ALLWALLS SHALL BE WALL TYPE GS3GAS NOTED ON SHEET A201. ALL WALLS IN OFFICE AREAS SHALL RECEIVE ACOUSTICAL BATTINSULATION. ALL WALLS SHALL EXTEND 12" ABOVE CEILING HEIGHTAS ILLUSTRATED ON SHEET A102.

TOILET

115

EXISTING TOILET

116

EXISTING TOILET

117

INFILL WALL AT EXISTING DOOR OPENING

NEW FLOOR TILE, WALLBASE, PAINT AND PARTITIONS TO MATCHEXISTING

PLAM-2 COUNTER TOPAND BACKSPLASH

PLAM-1 UPPERCABINETS

PLAM-1 LOWERCABINETS ANDDRAWERS

RES-1 BASE

2' -

10"

PLAM-2 COUNTER TOPAND BACKSPLASH

PLAM-1 UPPERCABINETS

PLAM-1 LOWERCABINETS AND

DRAWERS

RES-1 BASE

1 1/4" METAL GRATE

3 1/2" x 3 1/2" STEEL TUBE COLUMN

3' -

6"

WELD HANDRAIL TO CHANNEL

1

METAL GUARD RAIL

EXISTING MEZZANINE

BOLT CHANNEL TO EXISTING CMU WALL

C8 STEEL CHANNEL

A101

8

5' - 0"

3' -

8"

EXISTING STAIR AND HAND RAILS RELOCTED FROM PROJECT AREA

STEEL POSTS, CHANNEL BEAMS, STEEL GRATE LANDING AND GUARD RAILS

4' - 6"

102E

NEW METAL STUD AND GWB WALL TO PREVENT STAIR ACCESS (SEE PLAN)

NEW STRINGER EXTENSION WITH 3 NEW RISERS AND TREADS & 2-LINE GUARDRAIL TO MATCH EXISTING

EXISTING WOOD GUARDRAILS TO REMAIN (OWNER WILL REMOVE)

EXISTING WOOD GUARDRAILS TO BE REMOVED

STEEL BASE PLATE AND BOOT ANCHORED TO EXISTING CONCRETE FLOOR TO RECEIVE EXISTING MEZZANINE GUARDRAILS TO BE RELOCATED (CONTINUOUS ENTIRE LENGTH OF MEZZANINE. SEE SHEET A100 FOR EXTENTS)

FIRST FLOOR0"

EXISTING MEZZANINE GUARDRAIL RELOCATED (SEE 2/A101)

NEW STEEL POSTS, CHANNEL BEAMS, STEEL GRATE LANDING AND GUARD RAILS

EXISTING STAIR AND HAND RAILS RELOCTED FROM PROJECT AREA

EXISTING MEZZANINE

11' -

6 1

/16" NEW STRINGER

EXTENSION WITH 3 NEW RISERS AND TREADS & 2-LINE GUARDRAIL TO MATCH EXISTING10

' - 0

"

4' - 6"

DASHED LINES REPRESENT METAL STUD AND GWB WALL TO PREVENT STAIR ACCESS (SEE PLAN)

EXISTING WOOD RAIL TO REMAIN (TO BE REMOVED BY OWNER)

L2x2x1/4 @ 6'-0" O.C.

CEILING, SEE ARCH.

THREADED RODS(SIZE & SPACING BY PARTITION CUT SHEET)

FOLDING PARTITION, SEE ARCH.

C8x11.5xCONT.

L2x2x1/4 @ 5'-0" O.C.

BRACE UP TO GIRTS

(ALTERNATE DIRECTIONS)

DIAGONAL L2x2X1/4 @ 8'-0" O.C.

EQ

EQ

1 1/2" 4 1/2"

HSS 3 1/2"

5/8" EXPANSION ANCHORS

PL1/2x4x1'-0" (ORIENT TO FIT WITHIN WALL)

1

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B

C

D

2 3 54




CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:






REQUEST.

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FLOOR PLANS

A101

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COLLEGE



1/8" = 1'-0"A101

1 FLOOR PLAN - RENOVATED AREA

1/4" = 1'-0"A101

3 FLOOR PLAN - TOILETS AREA B

1/4" = 1'-0"A101

4 INT ELEVATION 1 - BREAK ROOM

1/4" = 1'-0"A101

5 INT ELEVATION 2 - BREAK ROOM

1 1/2" = 1'-0"A101

7 LANDING SECTION

1/4" = 1'-0"A101

2 STAIR TO MEZZANINE PLAN

1/4" = 1'-0"A101

8 STAIR TO MEZZANINE ELEVATION

1" = 1'-0"A101

6 FOLDING PARTITION SUPPORT

1" = 1'-0"A101

9

RELOCATED GUARDRAIL BASE PLATEDETAIL

NEW 2 HOUR WALLS (3-5/8" MTL STUDS W/ 2 LAYERS, 5/8" TYPE X TO ENCLOSED OPERABLE PANEL DOORSWITH 2 HOUR SHAFTWALL ASSEMBLY AT CEILING PLANE.

EXISTING 2 HR WALLS WHERE NOTED

EXISTING DOOR TO BE RELOCATED


1. See finish notes for ceiling material specifications.

2. Unless noted otherwise, suspended grid ceilings shall be centered in all spaces.

3. Unless noted otherwise, all ceiling heights shall be installed 8'-0” above the finished floor elevation.

4. Provide access panels where required for access to equipment or devices located above continuous hard ceilings. The Contractor shall coordinate the reflected ceiling plans with engineering drawings for access door locations. Where ceiling access doors are required in public areas such as lobbies, public restrooms and conference rooms, access doors shall be through a removable grille in lieu of an operable access door. All access doors shall be indicated on coordination drawings and coordinated in the field with the Architect / Engineer.

5. See engineering drawings for mechanical and electrical devices that are within the scope of the project but which are not depicted on these drawings.

6. Unless noted otherwise, all devices including, but not limited to, lights, speakers, mechanical grilles, and switches shall be centered within the ceiling tile where indicated.

7. Contractor shall provide all necessary framing and cross bracing for gypsum ceilings and vertical walls that define a break in a ceiling plane.

8. All suspended ceiling work shall meet the requirements of all applicable codes and standards. Determination and evaluation of applicable code requirements, the engineering design of the system, and the installation of mechanical and electrical equipment within the suspended ceiling assembly shall be the responsibility of the Contractor or specialty Subcontractors. If required by code, an engineer licensed in the state in which the project is located shall design the system and submit design documents and calculations to the Architect for review.

9. Seismic requirements for floating ceilings shall meet the requirements of all applicable codes and be install per manufacturers recommendations.

SEISMIC DESIGN CATEGORY C

10. The Contractor shall coordinate all utility piping, ductwork, conduit, equipment, devices, fixtures and grilles with the architectural reflected ceiling plans and building sections. System components indicated on the drawings are approximate in nature and must be coordinated between all Subcontractors during the submittal phase and prior to installation of equipment. The Contractor shall prepare coordination drawings for review and approval prior to the installation of any systems components or suspended ceilings.

GENERAL CEILING NOTES

A.F.F.18'-0"

REFLECTED CEILING PLAN LEGEND

2 x 4 FLUORESCENT LIGHT FIXTURE

LINEAR PENDANT LIGHT FIXTURE(S)

PENDANT LIGHT FIXTURE

DOWN LIGHT

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

CEILING ELEVATION ABOVE FINISHED FLOOR

SUSPENDED GYPSUM BOARD CEILING

ACP-1: 2'x2' SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM W/ SOUND BATT INSULATION

ACP-1: 2'x2' SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM

SUPPLY AIR DIFFUSER

A.F.F.11' - 4"

A.F.F.11' - 4" A.F.F.11' - 4"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

A.F.F.10' - 0"

1

A

B

C

D

2 3 54




CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:






REQUEST.

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REFLECTEDCEILING PLAN

A102

2/27/19

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COLLEGE



1/8" = 1'-0"A102

1 AREA A - REFLECTED CEILING PLAN


DEMISING WALL BETWEENRENOVATED AREA AND EXISTINGHI-BAY INDUSTRIAL AREA SHALLEXTEND TO ROOF DECK ABOVEAND RECIEVE ACOUSTICAL BATT INSULATION

SEE 6/A101 FOR DETAILAT OPERABLE WALL

DW

FLOORING

FINISH PLAN LEGEND

FINISH ABBREVIATIONLEGENDCPT CARPET TILECONC/S SEALED CONCRETECMU/P CONCRETE MASONRY UNIT/PAINTEDGWB/P GYPSUM WALL BOARD/PAINTEDPLAM PLASTIC LAMINATEPP PORCELAIN PAVERRES RESILIENT

BASE

PP-2MFR: DALTILESTYLE: COVE BASE TO MATCHEXISTINGCOLOR: TO MATCH EXISTINGSIZE: TO MATCH EXISTINGGROUT: TO MATCH EXISTING*PREP, PATCH AND CLEANEXISTING WALL AS NEEDED

RES-1MFR: JOHNSONITESTYLE: TYPE TPCOLOR: 48 GREYSIZE: 4" H

WALLSP-1 (FIELD)

MFR: SHERWIN WILLIAMSCOLOR: SW 7013 IVORY LACEFINISH: VARIES

P-2 (RESTROOMS)MFR: SHERWIN WILLIAMSCOLOR: TO MATCH EXISTINGFINISH: TO MATCH EXISTING

P-3 (METAL DOORS/FRAMES AND ACCENT COLUMNS)MFR: SHERWIN WILLIAMSCOLOR: SW 7019 GAUNTLET GRAYFINISH: SEMI-GLOSS

PLASTIC LAMINATE

PLAM-1 (BREAKROOM BASE AND UPPER CABINETS)MFR:WILSONARTSTYLE: COSMIC STRANDZ 4941K-18

PLAM-2 (BREAKROOM COUNTER TOP)MFR: PIONITESTYLE: PEARL OF THE ORIENTAG601FINISH: SUEDE

CPT-1 (FIELD TILE)MFR: MILLIKENSTYLE: PANORAMIC TILECOLOR: PA116 BALANCESIZE: 50 CM X 50 CMINSTALL: ASHLAR

VINYL-1MFR: KARNDEANSTYLE: ART SELECTCOLOR: RL07 SANTINA CHERRYSIZE: 48" X 7"INSTALL: SEE FINISH PLANS

PP-1MFR: DALTILESTYLE: KEYSTONESCOLOR: TO MATCH EXISTINGSIZE: TO MATCH EXISTINGINSTALL: TO MATCH EXISTINGGROUT: TO MATCH EXISTING*PREP, PATCH AND CLEANEXISING FLOOR AS NEEDED

CONC/SSEALER: CLEARFINISH: LOW SHEEN*PREP AND CLEAN EXISTINGCONCRETE FLOORAS NEEDED

TRAINING

104TRAINING

103

TRAINING

102

CONFERENCE

106

OFFICE

107

FILES

108

OFFICE

109OFFICE

110

ELECTRICAL

118

OFFICE

112BREAK

113OFFICE

114

INDUSTRIAL

101

CORRIDOR

105

CORRIDOR

111

VINYL-1(PATTERN

TO CONTINUE)

CPT-1CPT-1 PATTERN

CPT-1CONC/S

1. ALL PAINTED CMU WALLS SHALL BE SEMI-GLOSS FINISH, UNLESS NOTED OTHERWISE. ALL GWB WALLS SHALL BE PAINTED EGGSHELL FINISH: UNLESS NOTED OTHERWISE.

2. ALL COLUMNS, SCHEDULED TO RECEIVE PAINT, SHALL BE PAINTED P-3, FINISH: SEMI-GLOSS.

3. ALL METAL DOORS AND FRAMES SCHEDULED TO RECEIVE PAINT, SHALL BE PAINTED P-3, FINISH: SEMI-GLOSS.

4. ALL METAL GUARDRAILS, STRINGERS, HANDRAILS AND SUPPORT STRUCTURES SCHEDULED TO BE PAINTED, SHALL BE P-3 SEMI-GLOSS FINISH.

5. PAINTING CONTRACTOR SHALL REVIEW THE SURFACES OF ALL MATERIALS THAT ARE INDICATED TO BE PAINTED AND SHALL BRING TO THE ATTENTION OF THE CONTRACTOR ANY SURFACES THAT ARE NOT ACCEPTABLE TO RECEIVE PAINT. WALL SURFACES THAT CONTAIN BLEMISHES, CONCRETE SPATTERINGS, CAULKING DRIPS, PAINT RUNS, NAILS, SCREWS, UNEVEN FINISH SURFACES, ETC. SHALL BE CORRECTED PRIOR TO FINAL PAINTING. FAILURE OF NOT CORRECTING THESE ITEMS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CORRECT THIS WORK, EVEN AFTER FINAL PAINTING IS COMPLETED.

6. REMOVE PAINT FROM ALL ITEMS NOT INTENDED TO BE PAINTED SUCH AS LIGHT SWITCH PLATES, ELECTRICAL RECEPTACLES, FIRE ALARM STROBES, LIGHT FIXTURES, SPEAKERS, DOOR HARDWARE, FLOOR TILES, WALL BASE, CEILING TILES, GRID, ECT.

7. MECHANICAL GRILLES INSTALLED IN PAINTED WALLS AND CEILINGS SHALL BE PAINTED TO MATCH THE WALL OR CEILING COLOR AND FINISH IN WHICH THEY ARE INSTALLED.

8. SEE FINISH PLANS AND LEGENDS FOR FLOOR PATTERNS.

9. ALL RUBBER TRANSITION STRIPS SHALL BE: JOHNSONITE, COLOR: 48 GREY.

10. FLOOR MATERIAL TRANSITIONS SHALL OCCUR UNDER THE CENTERLINE OF THE ROOM DOORS IN A CLOSED POSTIION.

11. LAMINATE COUNTERTOPS IN BREAKROOM SHALL BE PLAM-2.

12. LAMINATE UPPER AND LOWER CABINETS, SHALL BE PLAM-1, UNLESS NOTED OTHERWISE.

13. NEW TOILET PARTITIONS IN RESTROOMS SHALL MATCH EXISTING.

14. ALL ELECTRICAL DEVICE PLATES SHALL BE STAINLESS LOOK WITH GREY RECEPTACLES.

INTERIOR FINISH NOTES

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FINISH SCHEDULEAND PLAN

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1/8" = 1'-0"A103

1 FLOOR PLAN - FINISHES

Room Finish Schedule

Number Name Floor TypeBaseFinish Wall Finish Comments

101 INDUSTRIAL CONC/S RES-1 --102 TRAINING CPT-1 RES-1 GWB/P-1103 TRAINING CPT-1 RES-1 GWB/P-1104 TRAINING CPT-1 RES-1 GWB/P-1105 CORRIDOR CPT-1 RES-1 GWB/P-1106 CONFERENCE CPT-1 RES-1 GWB/P-1107 OFFICE CPT-1 RES-1 GWB/P-1108 FILES CPT-1 RES-1 GWB/P-1109 OFFICE CPT-1 RES-1 GWB/P-1110 OFFICE CPT-1 RES-1 GWB/P-1111 CORRIDOR CPT-1 RES-1 GWB/P-1112 OFFICE CPT-1 RES-1 GWB/P-1113 BREAK VINYL-1 RES-1 GWB/P-1114 OFFICE CPT-1 RES-1 GWB/P-1, CMU/P-1115 TOILET PP-1 PP-2 CMU/P-2 MATCH EXISTING FINISHES116 EXISTING TOILET PP-1 PP-2 CMU/P-2 MATCH EXISTING FINISHES117 EXISTING TOILET PP-1 PP-2 CMU/P-2 MATCH EXISTING FINISHES118 ELECTRICAL CONC/S -- --


DOOR ABBREVIATION LEGENDHM HOLLOW METALSCW SOLID CORE WOOD

TEMPERED

PR PAIRALUM ALUMINUM

T

DOOR LEGEND FRAME LEGEND

FINISHEDFLOOR

FINISHEDFLOOR

A B

SC

HE

DU

LE

SE

E

SCHED.

SEE

SCHED.

SEE

SC

HE

DU

LE

SE

E

6"

2' -

10"

6"

8"

T

F1 F2

SCHEDULE

SEE

SCHEDULE

SEE

SE

E S

CH

ED

ULE

SE

E S

CH

ED

ULE

2"

2"

4"

2"2" 2"

C

SC

HE

DU

LE

SE

E

SCHED.

SEE

8"

6"

1' -

0"

T

WINDOW LEGEND

FINISHEDFLOOR

STEEL FRAME WINDOW

W1

3' -

0"

4' -

0"

5' - 0"

GLAZING LEGEND

GL1

GL2

T

INTERIOR GLAZING (SEE SPECS)

EXTERIOR GLAZING (SEE SPECS)

TEMPERED SAFETY GLASS

W WIRED SAFETY GLASS

GL# - X

GENERAL GLAZING TYPE

SAFETY GLAZING TYPE

NOTE: SEE SPECIFICATIONS FOR DETAILED DESCRIPTIONS OF THE VARIOUS GLAZING TYPES.

TRANS. #1 TRANS. #3

PORCELAIN PAVER

CARPET

ZINCTRANSITIONSTRIP

CARPET

RUBBERTRANSITIONSTRIP

TRANS. #6

VINYL PLANK

RUBBERTRANSITION STRIP

TRANS. #5

CONC/S

CARPETENTRYMAT CARPET

NOTRANSITIONSTRIP

CARPET

TRANS. #4

CARPET

NOTRANSITIONSTRIP

CARPET

TRANS. #2

ENTRY MATCARPET

RUBBERTRANSITIONSTRIP

CONC/S

WALL TYPE GS6GSCALE: 1 1/2" =1'-0"

HEAD DETAIL GS6GHSCALE: 1 1/2" =1'-0"

JAMB DETAIL GS6GJSCALE: 1 1/2" =1'-0"

STEEL DOOR FRAME

JOINT SEALANT, BOTH SIDES

STEEL RUNNER AS HEADER

CRIPPLE STUDS. INSTALL 1/2" FROM BEARING STUDS WHERE CONTROL JOINTS ARE REQUIRED

EQ EQ

STEEL JAMB WITH "Z" ANCHOR


6" METAL STUDS

EQ EQ

6" METAL STUD FRAMING @ 16" O.C.

5/8" GWB, BOTH SIDES

TYP1/2"

2"2"

WALL TYPE GS3GSCALE: 1 1/2" =1'-0"

HEAD DETAIL GS3GHSCALE: 1 1/2" =1'-0"

JAMB DETAIL GS3GJSCALE: 1 1/2" =1'-0"

STEEL DOOR FRAME


STEEL RUNNER AS HEADER

CRIPPLE STUDS. INSTALL 1/2" FROM BEARING STUDS WHERE CONTROL JOINTS ARE REQUIRED

EQ EQ

STEEL JAMB WITH "Z" ANCHOR


3-5/8" METAL STUDS

EQ EQ

3 5/8" METAL STUD FRAMING @ 16" O.C.

5/8" GWB, BOTH SIDES

TYP1/2"

2"2"

WALL TYPES

1 HOUR RATED WALL- UL #419SEE PLANS FOR LOCATION



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DOOR, WINDOWS &WALL SCHEDULES

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Door Schedule

ROOMNUMBER

DOORNUMBER

DOOR FRAMEUL

LABELHARDWARE SIGN REMARKSWIDTH

HEIGHT TYPE MATL TYPE MATL HEAD JAMB

FIRST FLOOR102 102A 3' - 0" 7' - 0" 1102 102B 3' - 0" 7' - 0" 1101 102C 3' - 0" 7' - 0" 3

102E 3' - 0" 7' - 0" n/a102F 3' - 0" 7' - 0" n/a

103 103 3' - 0" 7' - 0" 1104 104A 3' - 0" 7' - 0" 3104 104B 3' - 0" 7' - 0" 90 min 2104 104C 3' - 0" 7' - 0" 90 min n/a relocate existing

door & frame

105 105 3' - 0" 7' - 0" 90 min 2106 106 3' - 0" 7' - 0" 4107 107 3' - 0" 7' - 0" 4108 108 3' - 0" 7' - 0" 6109 109 3' - 0" 7' - 0" 4110 110 3' - 0" 7' - 0" 4112 112 3' - 0" 7' - 0" 4

113A 3' - 0" 7' - 0" 5111 113B 3' - 0" 7' - 0" 5114 114 3' - 0" 7' - 0" 4


PLASTIC LAMINATE ON POST-FORMED COUNTER TOP

SEALANT, TYP.

2' -

9 1

/2"

4"

3"1' - 9 1/4"

3/4" PLYWD LAMINATEDDOOR AND DRAWER FRONT

BORED HOLES @ 1" O.C. &CLIPS SUPPORT SYSTEM, TYP.

3/4" LAMINATED PLYWD ADJUSTABLE SHELVES,SEE ELEVS. FOR QTY.

BASE, SEE FINISH SCH.

3/4" PLYWD W/ LAMINATEON ALL EXPOSED SURFACES

3/4" TYP.

2' - 1"

1' - 0"

SE

E E

LEV

AT

ION

S

3/4" LAMINATEDDOOR

3/4" LAMINATEDADJ. SHELVES,SEE ELEVS FORQUANTITY, TYP.

BORED HOLES @ 1"O.C. & CLIPS SUPPORTSYSTEM, TYP.

1/2" MOUNTING STRIPSAS REQ'D.

3/8" LAMINATEDBACK

FAUCET, SEE PLUMBING

PLASTIC LAMINATEON 3/4" MARINE GRADE PLYWD. @ WET LOCATIONS

3/4" PLWD PANELS W/ LAMINATE ON ALL EXPOSED SURFACES

AD

A

9" M

IN

2' -

3"

AD

A5"

1 1/

2"

8" ADA

1' - 5 9/16"

3"x3" ALUM ANGLEBRACKETS AS REQ'D.PROVIDE ADEQUATEBLOCKING IN WALL

PROVIDE CONT. FLOOR-TO-STRUCTURE STUDS@ BRACKET LOCATIONS

2' -

9 1

/2"

2' - 1"

FAUCET, SEE PLUMBING

PLASTIC LAMINATE ON 3/4" MARINE GRADE PLYWD.@ WET LOCATIONS

3/4" PLWD PANELS W/ LAMINATE ON ALL EXPOSED SURFACES

AD

A

9" M

IN

2' -

3"

AD

A5

1/2"

1 1/

2"

8" ADA

1' - 5 9/16"

3"x3" ALUM ANGLEBRACKETS AS REQ'D.PROVIDE ADEQUATEBLOCKING IN WALL

PROVIDE CONT. FLOOR-TO-STRUCTURE STUDS@ BRACKET LOCATIONS

2' -

10"

2' - 1"

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CONSULTANT

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DATE:

ISSUE:






REQUEST.

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CASEWORKDETAILS

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COLLEGE


1 1/2" = 1'-0"A301

1 BASE CABINET

1 1/2" = 1'-0"A301

2 WALL CABINET

1 1/2" = 1'-0"A301

4 RESTROOM VANITY 1 1/2" = 1'-0"A301

3 BASE CABINET - SINK
