RENOVATION OF BUILDING 'E' TECH MAINTENANCE BUILDING

DIRECTION OF VIEWBUILDING SECT INDICATOR

DETAIL NUMBER

SHEET NUMBER

DIRECTION OF VIEWWALL SECTION INDICATOR

DETAIL NUMBER

SHEET NUMBER

DIRECTION OF VIEW

ELEVATION INDICATOR

SHEET NUMBER

DETAIL NUMBER

DTL INDICATOR

DETAIL NUMBER

SHEET NUMBER

TOILETACCESSORY

WALL TYPEINDICATORWALL TYPENUMBER

DOORINDICATOR

ROOM NAME

ROOM NUMBER

WINDOW ORLOUVERDESIGNATION

NAME OF DETAIL

SCALE AT WHICHDETAIL IS DRAWN

A1011

SIM

A101

1

Ref

1Ref 1 Ref

1

Ref

1A101

SIM

1A101

SIM

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

1i

1t

Room name101

101

TRUE NORTH

ABBREVIATIONSA

B

C

D

E

F

H

I

J

K

L

M

N

O

P

R

S

T

V

W

QG

U

A.C.A.D.A.H.U.

A.T.C.A.T.ARCH.APPROX.A.O.AMP., A.ALUM.ALT.A.F.F.

B.T.U.BRKBRG.

BOT.BM.BLK.BLDG.BD.BAL.

CAB.CAP.C/BC.D.CEM.CER.C.F.C.I.

C.F.M.

CIRC.C.J.CK'DCIR L, CLCEIL.CL.

C.O.COL.CONC.COND.CONN.CONST.CONT.CONTR. JT.C.T.C. TO C.

C

DET.DIA.DIFF.DIM.DISC.D.J.DN.DR.D.S.DWG.(S)

EA.E.C.E.F.

EL.ELEC.EQUIP.E.W.C.EXH.

EXT.EXIST.

F.A.F.C.F.D.

F.E.C.

FIN.FL.FT.FTG.FFE

F.E.

GA.GAL.GALV.GL.GND.GOV'TGPHGPMGR.GWBGYP.

H.H.B.H.C.HT.HMH.P.HR.HTG.HTR.H.&V.

HW.HYD.

I.D.I.E.IN.INCAND.INSUL.INT.

J.B.JCT.JT.

KVAKW

LB.,#LG.L.P.LTG.

M.MAINT.

MAX.

M.D.P.MECH.

MTL.MIN.MISC.M.O.MTD.MTG.M.V.M.G.T.

N.A.N.I.C.NO.

O.A.O.C.O.D.

OH.OPNG.OPP.O.S.B.

PART.PER.

L, PL.PLBG.PLYW'DPNL.

PRESS.PSFPSIP.T.PTD.

QTR.QUAN.

R.R.A.RAD.RD.REC'D.RECIRC.RECP.REINF.REQ.RET.R.G.RM.R.P.M.

T.

TEL.TEMP.THK.THD.TOIL.TYP.

VCTVENT.VERT.VTR

W/WD.WFW.G.WP.

S.A.SCH.SECT.SERV.SHT.

S.J.

SQ. FT.

ST.

STOR.

STRUCT.SUSP.SW.

S.

SIM.

P

O.H.

MAT.

PR.

SPEC.SLR.

STN.

O.S.D.

O.F.E.

O.F.C.I.

O.F.O.I.

OWNER FURNISHED/

E.I.F.S.

STL.

MFR.

E.J.

M.B.

T.B.

S.S. STAINLESS STEEL

BR

CG

C.M.U.

AIR CONDITIONEDAREA DRAINAIR HANDLING UNABOVE FINISHED FLOORALTERNATEALUMINUMAMPERESACCESS OPENINGAPPROXIMATELYARCHITECTURALASPHALT TILEACOUSTIC TILE CEILING

BALANCEBOARDBUILDINGBLANKBEAMBOTTOMBUMPER RAILBEARINGBRICKBRITISH THERMAL UNIT

CABINETCAPACITYCIRCUIT BREAKERCEILING DIFFUSERCEMENTCERAMICCONTRACTOR FURNISHED/CONTRACTOR INSTALLEDCUBIC FEET/MINUTECORNER GUARDCIRCULATINGCONTROL JOINTCHECKEREDCIRCUITCENTER LINECEILINGCLOSETCONCRETE MASONRY

UNITCLEAN OUTCOLUMNCONCRETECONDENSATECONNECTIONCONSTRUCTIONCONTINUOUSCONTRACTION JOINTCERAMIC TILECENTER TO CENTER

DETAILDIAMETERDIFFUSERDIMENSIONDISCONNECTDUMMY JOINTDOWNDRAINDOWN SPOUTDRAWING(S)

EACHEMPTY CONDUITEXHAUST FANEXTERIOR INSULATIONAND FINISHING SYSTEMELEVATIONELECTRICEQUIPMENTELECTRIC WATER COOLEREXHAUSTEXPANSION JOINTEXTERIOREXISTING

FIRE ALARMFLEXIBLE CONNECTIONFLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHERCABINET

FINISHFLOORFOOT, FEETFOOTING

ELEVATIONFINISHED FLOOR

GAGEGALLONGALVANIZEDGLASSGROUNDGOVERNMENTGALLONS/HOUR

GRILLEGALLONS/MINUTE

GYPSUM WALL BOARDGYPSUM

HIGHHOSE BIBBHOLLOW COREHEIGHTHOLLOW METALHORSE POWERHOURHEATINGHEATER

HARDWAREHYDRANT

INSIDE DIAMETERINVERT ELEVATIONINCHESINCANDESCENTINSULATIONINTERIOR

W.W.F. WELDED WIRE FABRICWEATHERPROOFWATER GAGEWIDE FLANGEWOODWITH

VENT THRU ROOFVERTICALVENTILATIONNYL COMPOSITE TILE

TYPICALTOILETTHRESHOLDTHICKNESSTEMPERATURETELEPHONETACK BOARDTOILET

SWITCHSUSPENDEDSTRUCTURALSTONESTORAGESTEELSTAINED

SQUARE FEETSEALERSPECIFICATIONSSLIP JOINTSIMILARSHEETSERVICESECTIONSCHEDULESUPPLY AIRSUPPLY

REVOLUTIONS/MINUTEROOMRETURN GRILLERETURNREQUIREDREINFORCINGRECEPTACLERECIRCULATINGRECESSEDROOF DRAINRADIUSRETURN AIRRISER

QUANTITYQUARTER

PAINTEDPRESSURE TREATEDPOUNDS/SQUARE INCHPOUNDS/SQUARE FOOTPRESSUREPAIRPANELPLYWOODPLUMBINGPLATE

PERIMETERPARTITION

OPEN SIGHT DRAINORIENTED STRANDBOARDOPPOSITEOPENINGOVERHEADOPPOSITE HANDOWNER INSTALLEDOWNER FURNISHED/CONTRACTOR INSTALLED

OUTSIDE DIAMETERON CENTEROUTDOOR AIR

NUMBERNOT IN CONTRACTNOT APPLICABLE

MATT GLAZE TILEMECHANICAL VENTILATIONMOUNTINGMOUNTEDMASONRY OPENINGMISCELLANEOUSMINIMUMMETALMANUFACTURERMECHANICALMAIN DISTRIBUTION PANELMARKER BOARDMAXIMUMMATERIALMAINTENANCEMOTOR

LIGHTINGLIGHTING PANELLONGPOUND

KILOWATTKILOVOLT AMPERE

JOINTJUNCTIONJUNCTION BOX

VENTILATINGHEATING AND

EQUIPMENTOWNER FURNISHED

U.N.O UNLESS NOTED OTHERWISE

PERF. PERFORMANCE

FIBERG. FIBERGLASS

GENERAL PROJECT NOTES

DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED ON DRAWINGS FOR LAYOUT OF WORK

1.

DIMENSIONS SHOWN ON DRAWINGS ARE TO LOCATIONS AS FOLLOWS:

a) STUD WALLS: TO STUD FACEb) CMU OR CONCRETE: TO FACE OF BLOCK OR WALL

2.

PROVIDE WOOD BLOCKING IN STUD WALLS BETWEEN WALL STUDS AS REQUIRED FOR INSTALLATION OF FIXTURES, EQUIPMENT, CABINETS, RAILINGS, AND OTHER ITEMS OF WORK REQUIRING ATTACHMENT OR SUPPORT.

3.

CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN HEREIN WITH PLANS, SECTIONS, AND DETAILS PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE AND SHALL NOTIFY OWNER IN WRITING OF DISCREPANCIES.

4.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH LISTED BUILDING CODES AND WITH THE MOST STRINGENT BEING ENFORCED WHERE A CONFLICT ARISES.

5.

THE HOURS AND DAYS OF OPERATION SHALL CONFORM TO OWNER'S REQUIREMENTS.

6.

THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY UPON DISCOVERY OF CONDITIONS WHICH ARE IN CONFLICT WITH THE CONTRACT DOCUMENTS.

7.

MATERIALS LEGEND SYMBOL LEGEND

BRICK (SEE PLANS AND DETAILSFOR ALTERNATE CONFIGURATIONS)

CONCRETE

GROUT, MORTAR, SAND

EARTH

COMPACTED SOIL

CMU (SEE PLANS AND DETAILSFOR ALTERNATE CONFIGURATIONS

ROUGH LUMBER (DISCONTINUOUS

ROUGH LUMBER (CONTINUOUS)

BLOCKING)

FINISH WOOD

ALUMINUM

FERROUS METALS - STEEL

POROUS FILL

GLAZING

GYPSUM WALLBOARD(LARGE SCALE)

PLYWOOD

RIGID INSULATION

ACOUSTIC TILE

CARPET

BATT INSULATION

FIBERGLASS FACED GYPSUMSHEATHING (LARGE SCALE)

X

PROJECT TEAMOWNER: BEAUFORT/JASPER WATER & SEWER

AUTHORITY

ARCHITECT:

PLUMBING:

MECHANICAL:

ELECTRICAL:

THE FWA GROUP ARCHITECTS Barry H. Taylor, AIA, LEED AP

Ryan M. Yocco, PE, LEED AP

843-785-2199

843-384-4731

Shawn Flood 843-987-8075

PROJECT LOCATION: 6 SNAKE ROAD

CDDC, LLC

[email protected]

[email protected]

[email protected] Projects Manager

ISLANDS ENGINEERING, PC

ISLANDS ENGINEERING, PC Carl Quante, PE 912-356-9035

Carl Quante, PE 912-356-9035

OKATIE, SOUTH CAROLINA

VICINITY MAP

Project SiteBJWSA6 Snake Road

Snake Road

Okatie Hwy (Hwy 170)

Callawassie Dr

Chechessee Rd

DRAWING SHEET INDEXSHEET

NUMBER TITLE

GI-001 COVER SHEET / GENERAL INFORMATION

GI-101 LIFE SAFETY PLAN / PARTITION TYPES

GENERAL

AE-101 PROPOSED FLOOR PLAN / REFLECTED CEILING PLAN

AE-501 DETAILS

ELECTRICAL

MECHANICAL

AE-401 ENLARGED PLAN

ARCHITECTURAL

PLUMBING

SHEETNUMBER TITLE

AE-601 SCHEDULES

GI-110 PROJECT NOTES AND SPECIFICATIONS

AD-101 DEMOLITION FLOOR PLAN

AI-201 INTERIOR ELEVATIONS

AI-501 CASEWORK DETAILS

E001 ELECTRICAL NOTES AND LEGEND

E002 ELECTRICAL DETAILS, RISER & PANEL

E100 ELECTRICAL PLANS

P1.0 PLUMBING: NOTES, SCHEDULES, & DETAILS

P2.0 PLUMBING: SANITARY SEWER LAYOUT & SCHEMATIC

M1.0 HVAC: NOTES, SCHEDULES & DETAILS

M2.0 HVAC: LALYOUT & SCHEMATIC

P2.1 PLUMBING: DOMESTIC WATER LAYOUT & SCHEMATIC

PROJECT DESIGNEDIN ACCORDANCE WITH:

1. International Building Code, 2015 Edition

3. International Energy Conservation Code, 2009 Edition4. International Fire Code, 2015 Edition5. International Fuel Gas Code, 2015 Edition6. International Mechanical Code, 2015 Edition7. International Plumbing Code, 2015 Edition8. ICC Electrical Code, Administrative Provisions, Administrative Provisions, ICC EC-2003 Edition9. National Electrical Code, NFPA 70, 2014 Edition10. National Electrical Safety Code, ANSI-C2-2008 Edition

12. ICC/ANSI-A117.1-2017, Accessible and Usable Buildings and Facilities

11. ASHRAE/IESNA 90.1-, Energy Standard for Buildings except Low-Rise Residential Buildings 2013 Edition

2. International Existing Building Code, 2015 Edition

SHEET NUMBER

SHEET TITLE

THESE DRAWINGS AND THE PROJECT MANUAL ARE INSTRUMENTS OF SERVICE AND REMAIN THE PROPERTY OF THE FWA GROUP ARCHITECTS. UNAUTHORIZED DUPLICATION OR REUSE WITHOUT WRITTEN CONSENT IS PROHIBITED.

APPROVED BY:

DRAWN BY:

FWA PROJECT NO:

500 EAST BOULEVARDCHARLOTTE, NORTH CAROLINA 28203704 | 332-7004

D

1

#10 Palmetto Business ParkHilton Head Island, SC 29928843 | 785-2199

C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

GI-001

GENERALINFORMATION

BHT

mjr

2580.01

RENOVATION OFBUILDING 'E' - TECHMAINTENANCEBUILDING

6 SNAKE ROADOKATIE, SC 29909

BEAUFORT-JASPER WATER &SEWER AUTHORITY

RENOVATION OF BUILDING

'E' TECH MAINTENANCE

BUILDINGCIP - 1879

Okatie, South CarolinaMARK

DATE(YYYY-MM-DD) DESCRIPTION

2020-01-06 FOR PERMIT

REF

.

ENTRY HALL101

TOILET102

147 SF

BREAK RM103

125 SF

OFFICE 1104

79 SF

STORAGE105

125 SF

OFFICE 2106

502 SF

OPEN OFFICE107

FEC

2 PERSONS 1 PERSON 2 PERSONS9 PERSONS 12 PERSONS

17313

17313

MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER = 64'

MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 47'

1017.2

MAXIMUM EXIT ACCESSTRAVEL DISTANCE = 200 FEETPER IBC TABLE:

'X' P18" MIN60" M

IN60

" MIN

12" MIN

42" M

IN

36" MIN

22" MIN

42" M

IN

24" MIN

12" MIN 52" M

IN54

" MIN42" MIN

24" MIN

48" M

IN

32" MIN

90°

32" M

IN

36" M

IN

24" MAX 52" MIN 24" MAX

32" M

IN

36" M

IN

67" MIN 30" M

IN 52" MIN

ROOMNAMEXXXX ROOM NUMBER

OCCUPANT LOAD OF SPACE

# OF PEOPLE REQUIRED FOR EXIT# OF PEOPLE THAT EXIT IS CAPABLE OF HANDLING

FIRE RESISTANCE RATING OF DOOR OPENING

TRAVEL DISTANCE

TYPE ABC WALL MOUNTED FIRE EXTINGUISHER

TYPE ABC FIRE EXTINGUISHER IN SEMI-RECESSED CABINET

EFE

3/4

EFEC

**

*

*

*

ADA CLEARANCES AS PER ANSI ICC A117.1-2009

FRONT APPROACH, PULL SIDE

HINGE APPROACH, PULL SIDE

HINGE APPROACH, PUSH SIDE** 48" MIN IF BOTH CLOSER AND LATCH PROVIDED

LATCH APPROACH, PUSH SIDE* 48" MIN IF CLOSER IS PROVIDED

FRONT APPROACH, PUSH SIDE* IF BOTH CLOSER AND LATCH ARE PROVIDED

HINGE APPROACH, PULL SIDE

LATCH APPROACH, PULL SIDE* 54" MIN IF CLOSER IS PROVIDED

HINGED DOOR

AS PER ANSI ICC A117.1-2017(NO SCALE)

AS PER ANSI ICC A117.1-2017 (NO SCALE)

AS PER ANSI ICC A117.1-2017 (NO SCALE)

TYPICAL CORRIDOR / HALL

LIFE SAFETY LEGENDADA CLEARANCES TO BE PROVIDEDAT MANUAL SWING DOORS

ADA CLEAR WIDTH AT DOORWAYS

ADA CLEAR WIDTH OF AN ACCESSIBLE ROUTE

'X' SF SQUARE FOOTAGE OF SPACE

000

BUSINESS (B):

48" M

IN@

EXIST

.

FE

FEC

906.3 (1)

MAXIMUM DISTANCE OF TRAVELTO FIRE EXTINGUISHER = 75 FEETPER IBC TABLE:

UNDERSIDE OF STRUCTURESTRUCTURE

FLOOR

CONTINUOUS SEALANT

FINISH CEILING, SEE REFLECTED CEILING PLANSR-19 CLOSED-CELL SPRAY FOAM INSULATION AT EXT. WALLS - SEE SPECS3 5/8" METAL STUDS AT 16" O.C. MAX - OFF SET FROM EXISTING MASONRY WALL5/8" GYPSUM WALL BOARDBASE (SEE FINISH SCHEDULE)

CONTINUOUS SEALANT

FINISHED FLOOR(SEE FINISH SCHEDULE)

HORIZONTAL SECTION

3 5/8" METAL STUDS - OFF SET FROM EXISTING MASONRY WALL

EXISTING EXTERIOR MASONRY WALL

CLOSED-CELL SRAY FOAM INSULATION

3/4"

EXISTING MASONRY WALL

3/4"

R-30 CLOSED-CELL SPRAY FOAM INSULATION - SEE SPECS

UNDERSIDE OF STRUCTURE

STRUCTURE

CEILING

FLOOR

CONTINUOUS SEALANT, BOTH SIDES

FINISH CEILING, SEE REFLECTED CEILING PLANS

SOUND ATTENUATION BLANKET

3 5/8" METAL STUDS AT 16" O.C. MAX.5/8" GYPSUM WALL BOARD, BOTH SIDES

BASE (SEE FINISH SCHEDULE)



HORIZONTAL SECTION

3 5/8" METAL STUDS AT 16" O.C. MAX


UNDERSIDE OF STRUCTURE

STRUCTURE

CEILING

FLOOR

CONTINUOUS SEALANT, BOTH SIDESFINISH CEILING, SEE REFLECTED CEILING PLANSSOUND ATTENUATION BLANKET

6" METAL STUDS AT 16" O.C. MAX.

5/8" GYPSUM WALL BOARD, BOTH SIDES (TILE BACKER BOARD WHERE WALL TILE IS INDICATED ON FINISH SCHEDULE)BASE (SEE FINISH SCHEDULE)



HORIZONTAL SECTION

6" METAL STUDS AT 16" O.C. MAX


SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:


D

1


C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

GI-101

LIFE SAFETY PLAN/ PARTITIONTYPES

Approver

Author

2580.01




Checker

SCALE: 1/4" = 1'-0"A3 LIFE SAFETY PLAN

SCALE: 3/32" = 1'-0"A4 LIFE SAFETY LEGEND / ADA CLEARANCESNO SCALE

SCALE: 1" = 1'-0"A1 PARTITION TYPE - G1

SCALE: 1" = 1'-0"B1 PARTITION TYPE - G2A

SCALE: 1" = 1'-0"C1 PARTITION TYPE - G2B

MARKDATE

(YYYY-MM-DD) DESCRIPTION2020-01-06 FOR PERMIT

PROJECT NOTES

CONTRACTOR / SUB-CONTRACTOR NOTES:1. ALL TRADES SHALL CROSS REFERENCE ALL CONSTRUCTION DOCUMENTS FOR COORDINATION AND SCOPE OF WORK.2. ALL CONTRACTORS ARE TO COMPLY WITH ALL LOCAL AND STATE CODES AND ORDINANCES.3. REFER TO THE TOWN OF HILTON HEAD ISLAND'S BIDDING DOCUMENTS FOR RESPONSIBILITY OF FEES / PERMITS ASSOCIATED WITH TRADES FOR COMPLETION OF WORK OUTLINED.

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES AND / OR REGULATIONS.ALL WORK SHALL BE DONE IN A MANNER CONSISTENT WITH THE HIGHEST STANDARDS OF THE RESPECTIVE TRADES.THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE BIDDING / PRICING.THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS BEFORE PROCEEDING WITH THE WORK. IN THE EVENT OF A DISCREPANCY, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY.THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS OF THE OWNER WITH THE RESPECT TO CONSTRUCTION SCHEDULING, COORDINATION, TEMPORARY CONSTRUCTION UTILITIES, ETC.ALL MATERIALS, PRODUCTS AND UNITS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. INSTALLATION OF ALL MATERIALS AND/OR UNITS TO BE SELECTED OR SUPPLIED BY OWNER SHALL BE SCHEDULED AND COORDINATED BY THE CONTRACTOR TO MAINTAIN THE CONSTRUCTION SCHEDULE PRIOR TO THE COMMENCEMENT OF THE WORK. ALL FINISH PAINT SHALL BE APPLIED OVER A COMPATIBLE FACTORY OR FIELD APPLIED PRIMER.THE CONTRACTOR SHALL PROTECT ALL EXISTING AND ADJACENT AREAS AT ALL TIMES DURING CONSTRUCTION. ANY AREA DAMAGED OR AFFECTED BY CONSTRUCTION SHALL BE PATCHED, REPAIRED, OR REPLACED AS REQUIRED TO MATCH EXISTING OR ADJACENT AREAS AT THE CONTRACTOR'S EXPENSE.THE CONTRACTOR SHALL NOT DISRUPT THE BUILDING OR OPERATION WITHOUT PRIOR SCHEDULING AND APPROVAL FROM THE OWNER'S REPRESENTATIVE.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION FROM THE FINAL CONSTRUCTION DOCUMENTS, NO MATTER WHAT THE CAUSE, UNLESS A WRITTEN DIRECTIVE IS GIVEN BY THE ARCHITECT.IF CONFLICT OCCURS ON THESE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL PRICE THE HIGHER QUALITY AND / OR QUANTITY. THE CONTRACTOR SHALL ALSO CONTACT THE OWNER'S REPRESENTATIVE FOR CLARIFICATION BEFORE SUBMITTING HIS BID.ALL WORK THAT IS EITHER IMLIED OR REASONABLY INFERRED BY THE CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK PERFORMED SHALL INCLUDE ALL APPURTENANCES AND APPARATUS NORMALL DEEMED TO BE PART OF A COMPLETE PACKAGE WITHIN THE DEFINITION OF NORMAL INDUSTRY STANDARDS.ALL PLAN DIMENSIONS FOR NEW WORK ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. ALL PLAN DIMENSIONS TO EXISTING CONSTRUCTION ARE TO FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. ALL FINAL DIMENSIONS AND LAYOUT SHALL BE VERIFIED WITH AND APPROVED BY THE OWNER AS REQUIRED BEFORE PROCEEDING WITH THE WORK.ALL PERMITS, INSPECTIONS AND APPROVALS SHALL BE SECURED BY THE CONTRACTOR IN COORDINATION WITH THE OWNER.THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS BLOCKING AND BRACING AS REQUIRED.NEITHER THE ARCHITECT NOR THE OWNER ASSUMES RESPONSIBILITY FOR CONSTRUCTION MEANS AND METHODS, MATERIALS, TECHNIQUES, PROCEDURES, SEQUENCES OR SCHEDULING IN CONNECTION WITH THE WORK.IN THE EVENT OF NOTE DIRECTION OR MATERIAL SPECIFICATION CONFLICT IN THESE DOCUMENTS CONTACT THE OWNER'S REPRESENTATIVE.THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIAL ON A DAILY BASIS AND KEEP THE JOB SITE AND ALL EGRESS EXIT PATHWAYS BROOM CLEAN AT ALL TIMES. ALL WASTE MATERIAL SHALL BE DISPOSED OF PROPERLY.

NOTE:INFORMATION CONCERNING EXISTING BUILDING CONDITIONS WAS OBTAINED FROM EXISTING DRAWINGS. ALL WORK MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND ANY CONFLICT BETWEEN THESE DOCUMENTS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATIVE FOR VERIFICATION AND/OR CORRECTION. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY WORK WHICH DEVIATES FROM THE FINAL CONSTRUCTION DOCUMENTS, NO MATTER WHAT THE CAUSE, UNLESS A WRITTEN DIRECTIVE IS ISSUED BY THE ARCHITECT PRIOR TO CONSTRUCTION OR INSTALLATION OF THE WORK.

GENERAL RESPONSIBILITY NOTES:

1.

2.

3.

4.

ALL CONTRACTORS ARE RESPONSIBILE TO REVIEW ALL NOTES ON THIS SHEET. THESE ARE STANDARD MATERIAL AND METHODS FOR CONSTRUCTION.GENERAL CONTRACTOR IS RESPONSIBLE FOR FINAL GENERAL CLEANING PRIOR TO TURN OVER TO OWNER'S REPRESENTATIVE. GENERAL CONTRACTOR IS TO CONTACT OWNER'S REPRESENTATIVE FOR FINAL INSPECTION.ALL CONTRACTORS ARE TO PROTECT ALL FINISH MATERIALS, BOTH EXISTING AND NEW (I.E. CARPET, WALLS, CEILINGS, ETC.) WHEN APPLYING PAINT OR ANY MATERIAL. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SUBS AND SUB CONTRACTORS ARE RESPONSIBLE FOR ALL CLEANUP COSTS TO REPAIR MATERIAL TO ORIGINAL CONDITION.GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING OWNER'S REPRESENTATIVE FOR FINAL WALK THRU, PUNCH LIST AND COMPLIANCE VERIFICATION PRIOR TO OWNER OCCUPANY AND FINAL TURNOVER.

FINISH NOTES:

1. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH IBC 803.9 INTERIOR FINISH REQUIREMENTS BASED ON GROUP. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.11 FOR THE GROUP AND LOCATION DESIGNATED. INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 AND MEETING THE ACCEPTANCE CRITERIA OF SECTION 803.1.2.1 SHALL BE PERMITTED TO BE USED WHERE A CLASS A CLASSIFICATION IN ACCORDANCE WITH ASTM E 84 IS REQUIRED.

HARDWARE NOTES:

1.

2.

3.

HARDWARE LOCK KEYING - HARDWARE SUPPLIER TO PROVIDE LOCK SCHEDULE KEY DIAGRAM AND HAVE A REPRESENTATIVE GO OVER BUILDING KEYING DIRECTLY WITH OWNER'S REPRESENTATIVE. KEYS TO BE HANDED DIRECTLY TO OWNER'S REPRESENTATIVE.FINAL CORES TO BE COORDINATED WITH OWNER'S REPRESENTATIVE.ALL HARDWARE TO BE AMERICAN WITH DISABILITIES ACT (ADA) COMPLIANT.

HARDWARE NOTES (continued):

4.

5.

6.

HARDWARE SUPPLIER TO PROVIDE DOOR STOPS AT ALL DOORS (I.E. WALL STOP, HINGE STOP, FLOOR STOP, OR OVERHEAD). THESE STOPS TO BE PROVIDED IN THIS ORDER WITH WALL STOPS AS THE PREFERRED APPLICATION.AT NEW DOORS, DOOR HARDWARE MANUFACTURER AND TRIM IS TO MATCH OWNER SELECTED MANUFACTURER, TRIM STYLE, AND FINISH.HARDWARE FOR DOORS THAT ARE TO RECEIVE PASSAGE, STORAGE, OR PRIVACY SETS IS TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE.

GENERAL REQUIREMENTS:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

THE CONSTRUCTION DOCUMENTS ARE INTENDED TO GIVE A DESCRIPTION OF THE WORK. NO DEVIATION FROM THE CONSTRUCTION DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THE CONTRACTOR IS TO CLARIFY ANY DISCREPENCIES WITH THE OWNER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND ACCESS TO THE WORK AREA.THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR AND SHALL HAVE CONTROL OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SAFETY PRECAUTIONS AND PROCEDURES USED TO CONSTRUCT THE WORK. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS (INCLUDING TAXES) AND EQUIPMENT AS NECESSARY TO COMPLETE THE WORK. PERMITS SHALL BE OBTAINED AND PAID FOR AS DIRECTED BY THE OWNER.THE CONTRACTOR SHALL FURNISH TEMPORARY BRACING OF ALL BUILDING ELEMENTS DURING CONSTRUCTION. TEMPORARY BRACING SYSTEMS SHALL BE DESIGNED TO WITHSTAND CODE DESIGN LOADS. CONTRACTOR SHALL RETAIN SERVICES OF A PROFESSIONAL ENGINEER TO DESIGN AND SUPERVISE BRACING INSTALLATION IF THEY DO NOT HAVE THE EXPERTISE REQUIRED.ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS, INCLUDING THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) ARE MADE PART OF THESE SPECIFICATIONS AND SHALL BE COMPLED WITH BY THE CONTRACTOR.IN AS MUCH AS THE SPECIFICATIONS ARE BRIEF, THE CONTRACTOR SHALL PROVIDE WORKMANSHIP THAT IS NEAT, SECURE, AND OF THE BEST QUALITY WITH THE BEST POSSIBLE APPEARANCE AND UTILITY. FAULTY WORK SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. INDUSTRY STANDARDS SHALL BE USED AS THE GUIDE FOR QUALITY OF MATERIALS AND WORKMANSHIP.REFERENCE TO MATERIALS OR SYSTEMS HEREIN BY NAME, MAKE OR CATALOG NUMBER IS INTENDED TO ESTABLISH A QUALITY STANDARD, AND TO NOT LIMIT COMPETITION. THE WORDS "OR APPROVED EQUAL" ARE IMPLIED FOLLOWING EACH BRAND NAME/ MODEL NUMBER UNLESS STATED OTHERWISE. "OR APPROVED EQUAL" MATERIALS SHALL BE APPROVED BY THE OWNER.THE CONTRACTOR SHALL OBTAIN THE OWNER'S APPROVAL OF THE CONSTRUCTION SCHEDULE PRIOR TO PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL PROVIDE COMPETENT ON-SITE SUPERVISION, AND KEEP BROOM CLEAN THE CONSTRUCTION SITE.THE CONTRACTOR SHALL PROVIDE DUMPSTERS FOR REFUSE DISPOSAL.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY ON SITE AND PROTECTION OF SITE PER LOCAL, STATE AND FEDERAL REQUIREMENTS.THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUSTANTIAL COMPLETION OF THE PROJECT. FURNISH MANUFACTURER'S WRITTEN WARRANTIES TO OWNER FOR SPECIFIED EQUIPMENT STATING EFFECTIVE WARRANTY DATE.

INSULATION:

ALL INSULATION MATERIALS AND INSTALLATION SHALL COMLY WITH LOCAL AND STATE CODES.

SOUND ATTENUATION:INSULATION TO BE CERTASOUND ATTENUATION BATTS IN METAL FRAMED WALLS BY CERTAINTEED, OR EQUAL.

FOAMED-IN-PLACE INSULATION:INSULBLOCK SPRAY FOAM SYSTEM (11-017) TWO COMPONENT,SELF-ADHERING, SEAMLESS, CLOSED CELL, SPRAY APPLIED POLYURETHANE FOAM SYSTEM AS MANUFACTURED BY NCFI POLYURETHANES OR EQUAL. PROVIDE R-19 AT EXTERIOR WALLS AND R-30 AT UNDERSIDE OF ROOF DECK.

FOLLOW MANUFACTURER'S INSTRUCTIONS ON PRODUCT STORAGE AND HANDLING.

INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.

SEALANTS:

CAULK AROUND ALL DOORS AND VENT OPENINGS, WHERE DIFFERENT MATERIALS MEET, JOINTS, COUNTERTOPS, DOOR FRAMES, ETC. AND AS REQUIRED FOR A WATERTIGHT CONNECTION. CAULK TO BE INSTALLED AFTER FINISH IS APPLIED TO SURFACES PER MANUFACTURER'S REQUIREMENTS.

DOORS AND FRAMES:

1.

2.

3.

4.

5.

6.

7.

8.

FURNISH AND INSTALL ALL DOOR ASSEMBLIES AS INDICATED ON THE DRAWINGS ALONG WITH ALL HARDWARE INDICATED AND THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION.ALL DOORS SHALL OPERATE SMOOTHLY WITHOUT BIND AND BE INSTALLED PLUMB AND TRUE.ALL HARDWARE SHALL FIT PROPERLY AND BE ADJUSTED AS REQUIRED FOR SMOOTH OPERATION.ALL LOCKSETS SHALL BE LEVER TYPE AS REQUIRED TO MEET REQUIREMENTS OF ADA AND ANSI A117.1.ALL OTHER HARDWARE SHALL MEET REQUIREMENTS OF ADA AND ANSI A117.1. ALL EXIT DOORS SHALL BE EQUIPED WITH LEVER TYPE HARDWARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A LATCH, KEY OR BOLT.CONTRACTOR TO COORDINATE KEYING SCHEDULE WITH OWNER'S REPRESENTATIVE.ALL DOOR HARDWARE TO BE APPROVED BY OWNER'S REPRESENTATIVE FOR THE TYPE AND FINISH EXCEPT AS REQUIRED TO MEET ADA AND ANSI A117.1 REQUIREMENTS.

GYPSUM BOARD:

1.

2.

3.

GYPSUM BOARD SHALL BE INSTALLED PER THE LATEST EDITION OF "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD" GA-216 AS PUBLISHED BY THE GYPSUM ASSOCIATION AND THE "GYPSUM CONSTRUCTION HANDBOOK" AS PUBLISHED BY THE UNITED STATES GYPSUM COMPANY.GYPSUM BOARD FINISHES SHALL BE INSTALLED PER THE LATEST EDITION OF "RECOMMENDED LEVELS OF GYPSUM BOARD FINISH" GA-214-96 AS PUBLISHED BY THE AWCI, PAINTING AND DECORATING CONTRACTORS OF AMERICA, GYPSUM ASSOCIATION, AND CISCA. PROVIDE A LEVEL 2 FINISH AT ALL UNEXPOSED AREAS OR AS NOTED ON PLANS.PROVIDE LEVEL 4 FINISH. JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOIN COMPOUND WITH TWO SEPARATE COATS OF JOINT COMPOUND APPLIED OVER ALL FLAT JOINTS AND ONE SEPARATE COAT APPLIED OVER INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE (3) SEPARATE COATS OF JOINT COMPOUND. NO TOOL MARKS OR RIDGES SHALL BE VISIBLE.

ACOUSTICAL CEILING SYSTEM:

1.

2.

3.

PERFORMANCE REQUIREMENTS

A. SEISMIC PERFORMANCE: ACOUSTICAL CEILINGS SHALL WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS DETERMINED BY ASCE/SEI 7 AND THE FOLLOWING:

a. IBC 2015 SEISMIC DESIGN CATEGORY 'D'b. STANDARD FOR CEILING SUSPENSION SYSTEMS REQUIRING SEISMIC RESTRATINT: COMPLY WITH ASTM E580.

B. SURFACE BURNING CHARACTERISTICS: COMPLY WITH ASTM E84: TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY.

a. FLAME SPREAD INDEX: COMPLY WITH ASTM E 1264 FOR CLASS A MATERIALS.b. SMOKE DEVELOPEMENT INDEX: 50 OR LESS

ACOUSTICAL UNITS

A. SOURCE LIMITATIONS: OBTAIN EACH TYPE OF ACOUSTICAL PANEL AND SUPPORTING SUSPENSION SYSTEM THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER.

B. MANUFACTURERS:a. BASIS OF DESIGN: ARMSTRONG WORLD INDUSTRIES, INC.

C. ACOUSTICAL UNITS - GENERAL: ASTM 1264, CLASS A

D. ACOUSTICAL PANELS: USE FOR ALL AREAS PAINTED MINERAL FIBER, ASTM E 1264 TYPE III, WITH THE FOLLOWING CHARACTERISTICS:

a. SIZE: 24 BY 24 INCHESb. THICKNESS: 3/4 INCHESc. COMPOSITION: WET-FORMED MINERAL FIBERd. LIGHT REFLECTANCE: 0.86, DETERMINED IN ACCORDANCE WITH ASTM E 1264.e. NRC RANGE: 0.70 TO 0.75, DETERMINED IN ACCORDANCEWITH ASTM E 1264.

f. CEILING ATTENUATION CLASS (CAC): 35, DETERMINEDIN ACCORDANCE WITH ASTM E 1264.g. EDGE: SQUAREh. SURFACE COLOR: WHITEi. SURFACE PATTERN: MEDIUM TEXTUREDj. PRODUCT: FINE FISSURED - HIGH NRC #1754 BYARMSTRONG WORLD INDUSTRIES, INC.

SUSPENSION SYSTEMS

A. GENERAL ASTM C635: DIE CUT AND INTERLOCKING COMPONENTS, WITH STABLIZER BARS, CLIPS, SPLICES, PERIMETER MOLDINGS, AND HOLD DOWN CLIPS AS REQUIRED.

a. GRID AND WALL MOLDING: PRELUDE #7301 HD GRID AND#7808 2 INCH WALL MOLDING BY ARMSTRONG WORLDINDUSTRIES, INC.

FINISHES - GENERAL:

1.

2.

3.

4.

PROVIDE AND INSTALL ALL FINISHES AS INDICATED ON THE DRAWINGS.INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS."FINISH" INSTALLER SHALL INSPECT SUBSURFACE AND PREPARE AS PER MANUFACTURER'S SPECIFICATION PRIOR TO INSTALLATION OF PRODUCT.ALL FINISHES SHALL MEET ALL CODE REQUIREMENTS AND REGULATIONS INCLUDING FLAME SPREAD AND SMOKE DEVELOPMENT.

FINISHES:

1.

2.

RESILIENT FLOORING

A. TILE FLOORING: HOMOGENEOUS VINYL COMPOSITION TILE WITH COLOR EXTENDING THROUGHOUT THICKNESS

a. COMPLY WITH ASTM F10566, OF CLASS CORRESPONDINGTO TYPE SPECIFIED.

b. CRITICAL RADIANT FLUX (CRF): MIN. 0.45 WATT PERSQUARE CENTIMETER, WHEN TESTED IN ACCORDANCEWITH ASTM E648 OR NFPA 253.c. SIZE: 12 BY 12 INCHd. THICKNESS: 0.125 INCHe. COLOR: TO BE SELECTED BY OWNER FROMMANUFACTURER'S FULL RANGE.f. MANUFACTURERS:

i. BURKE FLOORINGii. JOHNSONITE, A TARKETT COMPANYiii. ROPPE CORP.

B. RESILIENT BASE: ASTM F1861, TYPE TS RUBBER, VULCANIZED THERMOSET; TOP SET STYLE B, COVE

a. CRITICAL RADIUNT FLUX (CRF): MINIMUM 0.45 WATT PERSQUARE CENTIMENTER, WHEN TESTED IN ACCORDANCEWITH ASTM E648 OR NFPA 253.b. HEIGHT: 4 INCHESc. THICKNESS: 0.125 INCHESd. FINISH: SATINe. LENGTH: ROLLf. COLOR: AS SELECTED FROM MANUFACTURER'SSTANDARDS BY OWNER'S REPRESENTATIVE

g. MANUFACTURERS:i. BURKE FLOORINGii. JOHNSONITE, A TARKETT COMPANYiii. ROPPE CORP.

C. WALL TILE: PROVIDE TILE THAT COMPLIES WITH ANSI A137.1 FOR TYPES, COMPOSITIONS AND OTHER CHARACTERISTICS INDICATED. PROVIDE TILE IN THE LOCATIONS AND OF THE TYPES INDICATED ON THE DRAWINGS.

a. BASIS OF DESIGN: "NATURAL HUES" MANUFACTURED BYDAL-TILE CORPORATION OR APPROVED EQUAL BY OTHERLISTED ACCEPTABLE MANUFACTURERSb. MOISTURE ABSORPTION: LESS THAN 4.0 PERCENT ASTESTED IN ACCORDANCE WITH ASTM C373.c. SIZE: 6 BY 6 INCH, NOMINALd. THICKNESS: 5/16 INCHe. EDGES: SQUAREf. SURFACE FINISH: MATTE GLAZEg. COLOR: AS SELECTED BY OWNER FROMMANUFACTURER'S STANDARD RANGE. UP TO TWO COLORS MAY BE SELECTED.h. OTHER ACCEPTABLE MANUFACTURERS:

i. AMERICAN OLEAN CORPORATIONii. FLORIDA TILE INC.

ACCESSORIES

A. CERAMIC TRIM: MATCHING SURFACE BULLNOSE CERAMIC SHAPES IN SIZES COORDINATED WITH FIELD TILE.

a. MANUFACTURERS: SAME AS FOR TILE

B. CERAMIC TILE SETTING MATERIALS AND GROUTS: a. LATEX-PORTLAND CEMENT MORTAR BOND COAT: ANSIA118.4b. HIGH PERFORMANCE POLYMER MODIFIED GROUT: ANSIA118.7 POLYMER MODIFIED CEMENTGROUT.

i. USE SANDED GROUT FOR JOINTS 1/8 INCH WIDEAND LARGER; USE UNSANDED GROUT FOR JOINTSLESS THAN 1/8 INCH WIDE.

ii. COLOR: AS SELECTED BY OWNER FROMMANUFACTURERS FULL LINE.

C. PRIMERS, ADHESIVES, AND SEALERS: WATERPROOF, TYPES RECOMMENDED BY MANUFACTURER

D. FILLER FOR COVE BASE: PLASTIC

PAINTING:

1.

2.

3.

4.

5.

6.

FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SCAFFOLDING REQUIRED FOR COMPLETING SURFACE PREPARATION, PAINTING, FINISHING AND RELATED ITEMS.EXCESS MATERIALS, CONTAINERS, AND OTHER ITEMS NECESSARY FOR THE COMPLETION OF THE WORK MUST BE DISPOSED OF IN A A MANNER THAT MEETS OR EXCEEDS THE STRICTEST LAWS GOVERNING THE PROJECT'S MUNICIPALITY AND/OR STATE. THE PAINTING CONTRACTOR IS RESPONSIBLE FOR COMPLETE ADHERENCE TO ALL DISPOSAL REGULATIONS.PAINT ALL EXPOSED MISCELLANEOUS ITEMS, FINISHED OR UNFINISHED (EXCLUDING HVAC RETURN AIR GRILLES, CONDUIT, ETC.) TO MATCH ADJOINING WALL SURFACES.VERIFY THAT PAINT IS COMPATIBLE WITH PRIMER OF SHOP PRIMED SURFACES. NOTIFY OWNER'S REPRESENTATIVE IF THERE ARE ANY COMPATIBILITY ISSUES.CONTRACTOR SHALL KEEP EMPTY CONTAINERS ON THE PROJECT SITE UNTILL ALL PRODUCTS ARE VERIFIED AS TO COLOR AND/OR SHEEN. THE CONTRACTOR SHALL LEAVE THE OWNER ALL OPENED PAINT CONTAINERS.PAINT FOR INTERIOR ITEMS:

a. DRYWALL FINISH: EG-SHELi. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY) ii. 2 COATS S-W PROMAR 200 INTEIOR LATEX EG-SHEL B20 SERIES (4 MILS WET, 1.5 MILS DRY)

b. DRYWALL FINISH: FLATi. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28SERIES (4 MILS WET, 1.2 MILS DRY)

ii. 2 COATS S-W PROMAR 200 INTERIOR LATEX FLATB30 SERIES (4 MILS WET, 1.4 MILS DRY)

c. DRYWALL FINISH: SATINi. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY)ii. 2 COATS S-W DURATION HOME LATEX SATIN B97SERIES (4 MILS WET, 1.5 MILS DRY/COAT)

PAINTING (continued):

7.

8.

9.

10.

11.

12.13.

d. DRYWALL FINISH: SEMI-GLOSSi. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28SERIES (4 MILS WET, 1.2 MILS DRY)ii. 2 COATS S-W PROMAR 200 INTERIOR LATEX SEMI-GLOSS B31 SERIES (4 MILS WET, 1.3 MILSDRY/COAT)

e. NEW WOOD, STAINED:i. 1 COAT S-W WOOD CLASSICS INTERIOR OIL, STAINA49 SERIES

ii. 1 COAT S-W WOOD CLASSICS POLYURETHANEGLOSS VARNISH A67V1

iii. 1 COAT S-W CLASSIC POLYURETHANE SATIN VARNISH A67 SERIES (4 MILS WET, 1.4 MILS DRY /

COAT)f. NEW WOOD, PAINTED:

i. 1 COAT S-W PREPRITE CLASSIC INTERIOR LATEX PRIMER B28 SERIES (4 MILS WET, 1.6 MILS DRY)ii. 2 COATS S-W DURATION HOME LATEX SATIN B97SERIES (4 MILS WET, 1.5 MILS DRY / COAT)

g. FERROUS METAL (PRIMED, BRUSH/ROLLER) DOORS,FRAMES, HANDRAILS, MISC METALS, ETC.: ACRYLIC

i. 1 COAT S-W DTM ACRYLIC SEMI-GLOSS PRIMER/ FINISH B66W192.5 (4 MILS DRY / COAT)ii. 2 COATS S-W DTM ACRYLIC SEMI-GLOSS PRIMER/FINISH B66W12.5 (4 MILS DRY / COAT)

h. FERROUS METAL (PRIMER, SPRAYED) ALL EXPOSEDSTRUCTURAL STEEL AND EXPOSED MECHANICAL / ELECTRICAL ITEMS: ACRYLIC

i. 1 COAT S-W DTM ACRYLIC PRIMER/ FINISH B66W12.5 (4 MILS DRY / COAT)ii. 1-2 COATS S-W SUPER SAVE-LITE HI-TEC DRYFALLB48 SERIES (6 MILS WET, 3 MILS DRY)

REMOVE AND PROTECT ALL HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES, PLATES, LIGHTING FIXTURES, SPRINKLER HEADS AND SIMILAR ITEMS THAT ARE NOT TO BE PAINTED BUT REQUIRE PROTECTION FROM THE PAINTING PROCESS. RE-INSTALL SAME AFTER COMPLETION OF PAINTING. MASK OFF ALL NAMEPLATES, EQUIPMENT IDENTIFICATION AND SIMILAR ITEMS. REMOVAL AND REINSTALLATION OF ITEMS IS TO BE DONE BY CONTRACTOR SKILLED IN SUCH WORK.SEAL TOPS, BOTTOMS AND CUTOUTS OF UNPRIMED DOORS WITH A HEAVY COAT OF SEALER IMMEDIATELY UPON DELIVERY TO THE PROJECT SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PREPARATION OF ALL SURFACES PRIOR TO THE PAINTING INSTALLATION.THE FINISHED PROJECT SHALL HAVE A CONSISTENT, SMOOTH APPEARANCE OF THE SPECIFIED LUSTER.APPLY PAINT AND STAIN PER MANUFACTURER'S TEMPRATURE AND HUMIDITY REQUIREMENTS.COMPLETED WORK SHALL BE FREE FROM DEFECTS AND FLAWS.ALL PAINT COLORS AND PAINT SHEENS ARE TO BE SELECTED BY OWNER'S REPRESENTATIVE.

SIGNAGE:

1.

2.

3.

4.

5.

6.

7.

ALL SIGNAGE SHALL MEET THE REQUIREMENTS OF THE ADA AND ANSI.FURNISH AND INSTALL SIGNAGE PER LOCAL, STATE AND FEDERAL CODES.WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF THE DOOR, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL.RAISED CHARACTERS SHALL BE 48" MINIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST RAISED CHARACTER, AND 60" MAXIMUM ABOVE THE FLOOR MEASURED TO THE BASELINE OF THE HIGHEST RAISED CHARACTER.WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED SO THAT THE CLEAR FLOOR AREA 18 INCHES MINIMUM BY 18 INCHES MINIMUM CENTERED ON THE RAISED CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION.BRAILLE SHALL LBE 48 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR MEASURED TO THE BASELINE OF THE BRAILLE CELLS.COORDINATE SIGNAGE TO BE INSTALLED WITH OWNER'S REPRESENTATIVE.

ARCHITECTURAL CASEWORK:

1.

2.

3.

REFERENCE STANDARDS:

A. AWI/AWIMAC/WI (AWS) ARCHITECTURAL WOODWORK STANDARDS, 2014B. BHMA A156.9 - AMERICAN NATIONAL STANDARD FOR CABINET HARDWARE: BUILDERS HARDWARE MANUFACTURER'S ASSOCIATION, 2015 (ANSI/BHMA A156.9)

QUALITY ASSURANCE:

A. FABRICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN FABRICATING THE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM FIVE YEARS OF DOCUMENTED EXPERIENCE.

CABINETS:

A. QUALITY GRADE: UNLESS OTHERWISE INDICATED, PROVIDE PRODUCTS OF QUALITY SPECIFIED BY AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS FOR CUSTOM GRADE.B. PLASTIC LAMINATE FACED CABINETS: CUSTOM GRADE.C. CABINETS:

a. FINISH - EXPOSED EXTERIOR SURFACES: PLASTIC LAMINATEb. DOOR AND DRAWER FRONT EDGE PROFILES: SQUAREEDGEc. DOOR AND DRAWER FRONT RETENTION PROFILES:FIXED PANELd. CASEWORK CONSTRUCTION TYPE: TYPE A - FRAMELESSe. INTERFACE STYLE FOR CABINET AND DOOR: STYLE 1 -OVERLAY; FLUSH OVERLAYf. GRAINED FACE LAYOUT FOR CABINET AND DOORFRONTS: FLUSH PANEL.

i. CUTOM GRADE: DOOR, DRAWER FRONTS ANDFALSE FRONTS WOOD GRAIN TO RUN AND MATCHVERTICALLY WITHIN EACH CABINET UNIT.

g. ADJUSTABLE SHELF LOADING: 50 LBS PER SQUARE INCHi. DEFLECTION: l/144

h. CABINET STYLE: FLUSH OVERLAYi. DRAWER SIDE CONSTRUCTION: FABRICATE WITHEXPOSED FRONTS FASTENED TO SUBFRONT WITH MOUNTING SCREWS FROM INTERIOR OF BODY.j. DRAWER CONSTRUCTION TECHNIQUE: JOIN SUBFRONTS,BACKS AND SIDES WITH GLUE RABBETED JOINTSSUPPLEMENTED BY MECHANICAL FASTENERS.

ARCHITECTURAL CASEWORK (continued):

4.

5.

6.

7.

8.

9.

COUNTERTOP ASSEMBLIES:

A. QUALITY STANDARD: PREMIUM GRADE, IN ACCORDANCE WITH AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS.B. QUARTZ SURFACE SHEET MATERIAL COUNTERTOPS.

a. 0.79 INCH NOMINAL SHEET MATERIAL; NSF/ANSI STANDARD 51.

i. FLEXURAL STRENGTH: GREATER THAN 4,5000 PSI, ASTM D 790;ii. FLEXURAL STRAIN: LESS THAN 0.375 PERCENTASTM D 790;iii. FLEXURAL MODULUS: GREATER THAN 3.75 MPsi; ASTM D 790;iv. STAIN RESISTANCE (24 HOUR): NO EFFECT TO MODERATE EFFECT: NEMA LD-3v. ABRASION RESISTANCE: GREATER THAN 100 IN-LBS; ASTM C 501;vi. DENSITY: GREATER THAN 2.1 g/cm3; ASTM C97 vii. COMPRESSIVE STRENGTH (ONE AXIS-DRY): GREATER THAN 20,000 PSI; ASTM C 170 vii. MOISTURE ABSORPTON: MAXIMUM 0.011 PERCENT; ASTM C 97;

b. COLOR, PATTERN, AND FINISH: AS SELECTED BY OWNER FROM MANUFACTURER'S FULL RANGE c. EDGE DETAIL: 1/4" BEVELd. BACK AND END SPLASHES: SAME MATERIAL, SAME CONSTRUCTIONe. MANUFACTURERS:

i. WILSONARTii. DALTILEiii. CAESARSTONEiv. OR APPROVED EQUAL

C. PLYWOOD FOR SUPPORTING SUBSTRATE: PS 1-09 EXTERIOR GRADE, A-C VENEER GRADE, MINIMUM 5-PLY, MINIMUM 3/4 INCH THICK, JOIN LENGTHS USING METAL SPLINES.D. ADHESIVES: CHEMICAL RESISTANT WATERPROOF ADHESIVE AS RECOMMENDED BY MANUFACTURER OF MATERIALS BEING JOINED.E. JOINT SEALANT: MILDEW-RESISTANT SILICONE SEALANT, CLEAR.

EXAMINATION:

A. VERIFY ADEQUACY OF BACKING AND SUPPORT FRAMING.B. VERIFY LOCATION AND SIZES OF UTILITY ROUGH-INS ASSOCIATED WITH WORK OF THIS SECTION.C. BEFORE INSTALLING, CONDITION CABINETS TO AVERAGE PERVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS.

INSTALLATION:

A. SET AND SECURE CUSTOM CABINETS IN PLACE, ASSURING THAT THEY ARE RIGID, PLUMB, AND LEVEL PER SPECIFIED AWI STANDARDS. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL LEVEL AND PLUMB TO A TOLERANCE OF 1/8 INCH IN 96 INCHES.B. USE CONCEALED JOINT FASTENERS TO ALIGN AND SECURE ADJOINING CABINET UNITS.C. CAREFULLY SCRIBE CASEWORK ABUTTING OTHER COMPONENTS WITH MAXIMUM GAPS OF 1/32 INCH. DO NOT USE ADDITIONAL OVERLAY TRIM FOR THIS PURPOSE. REFINISH CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS.D. SECURE CABINET UNITS TO SUBSTRATE ANCHORS, BUILT-IN BLOCKING OR DIRECTLY ATTACH TO SUBSTRATE USING APPROPRIATE ANGLES AND ANCHORAGES.E. COUNTERSINK ANCHORAGE DEVICES AT EXPOSED LCOATIONS. CONCEAL WITH SOLID WOOD PLUGS OF SPECIES TO MATCH SURROUNDING WOOD. FINISH FLUSH WITH SURROUNDING SURFACES.

ADJUSTING AND CLEANING:

A. ADJUST INSTALLED WORK.B. REPAIR DAMAGED AND DEFECTIVE CABINETS, WHERE POSSIBLE, TO ELIMINATE FUNCTIONAL AND VISUAL DEFECTS. WHERE NOT POSSIBLE TO REPAIR, REPLACE WOODWORK.C. CLEAN, LUBRICATE AND ADJUST MOVING OR OPERATING PARTS TO FUNCTION SMOOTHLY AND CORRECTLY.CLEAN EXPOSED AND SEMI-EXPOSED CASEWORK, SHELVES, HARDWARE, FITTINGS AND FIXTURES. TOUCH-UP SHOP APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS.

ACCESSORIES:

A. ADHESIVES: TYPE RECOMMENDED BY AWI/AWMAC TO SUIT APPLICATION.B. BOLTS, NUTS, WASHERS, LAGS, PINS, AND SCREWS: OF SIZE AND TYPE TO SUIT APPLICATION. GAVANIZED OR CHROME-PLATED FINISH IN CONCEALED LOCATIONS AND STAINLESS STEEL FINISH IN EXPOSED LOCATIONS.C. CONCEALED JOINT FASTENERS: THREADED STEELD. GROMMETS: STANDARD RUBER GROMMETS FOR CUT-OUTS IN COLOR TO BLEND WITH ADJACENT SURFACE.

HARDWARE:

A. HARDWARE: BHMA A156.9 TYPES AS RECOMMENDED BY FABRICATOR FOR QUALITY GRADE SPECIFIED.B. ADJUSTABLE SHELF SUPPORTS: STANDARD SIDE-MOUNTED SYSTEM USING MULTIPLE HOLES FOR PIN SUPPORTS AND COORDINATED SHELF RESTS, SATIN CHROME FINISH FOR NOMINAL 1 INCH SPACING ADJUSTMENTS.C. DRAWER AND DOOR PULLS: "U" SHAPED WIRE PULL, BRUSHED NICKEL FINISH, 4 INCH CENTERS.D. CABINET DOOR LOCKS: KEYED CYLINDER, TWO KEYS PER LOCK; MASTER KEYED; STEEL WITH BRUSHED NICKEL FINISH; SHMA A156.11, BO7121.

E. CABINET DRAWER LOCKS: KEYED CYLINDER, TWO KEYS PER LOCK; MASTER KEYED; STEEL WITH BRUSHED NICKEL FINISH; SCHMA A156.11, BO7041.

F. DRAWER SLIDES:

a. TYPE: FULL EXTENSIONb. STATIC LOAD CAPACITY: HEAVY DUTY GRADEc. MOUNTING: SIDE MOUNTED AND EXTENDING UNDER BOTTOM EDGE OF DRAWER, ZINC PLATED STEEL WITH POLYMER ROLLERS.d. STOPS: INTEGRAL TYPEe. FEATURES: PROVIDE SELF-CLOSING / STAY CLOSED TYPE.

G. HINGES: EUROPEAN STYLE CONCEALED SELF-CLOSING TYPE, CHMA NO. A156.9, B01601, STEEL WITH BRUSHED NICKEL FINISH.

ALUMINUM FRAMED STOREFRONT WINDOWS:

1. ALUMINUM-FRAMED STOREFRONT: FACTORY FABRICATED, FACTORY FINISHED ALUMINUM FRAMING MEMBERS WITH INFILL, AND RELATED FLASHINGS, ANCHORAGE AND ATTACHMENT DEVICES. ALL UNITS ARE TO COMPLY WITH ALL APPLICABLE WIND LOADING AND SEISMIC REQUIREMENTS.

A. GLAZING POSITION: CENTERED (FRONT TO BACK)

B. FINISH: SUPERIOR PERFORMING ORGANIC COATINGS.a. FACTORY FINISH ALL SURFACES THAT WILL EXPOSED INCOMPLETED ASSEMBLIES.b. TOUCH UP SURFACES CUT DURING FABRICATION SOTHAT NO NATURAL ALUMINUM IS VISIBLE IN COMPLETEDASSEMBLIES, INCLUDING JOINT EDGES.c. COAT CONCEALED METAL SURFACES THAT WILL BECONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILARMETALS WITH BITUMINOUS PAINT.

ALUMINUM FRAMED STOREFRONT WINDOWS (continued):

2.

C. FINISH COLOR: AS SELECTD BY OWNER FROM NAUFACTURER'S STANDARD LINE.

D. FABRICATION: JOINTS AND CORNERS FLUSH, HAIRLINE,AND WEATHERPROOF, ACCURATELY FITTED AND SECURED; PREPARED TO RECEIVE ANCHORS AND HARDWARE; FASTENERS AND ATTACHMENTS CONCEALED FROM VIEW; REINFORCED AS REQUIRED FOR IMPOSED LOADS.

E. MANUFACTURERS:a. BASIS OF DESIGN: YKK AP AMERICA, INC. - YHS 50 TUb. OTHER ACCEPTABLE MANUFACTURERS EQUAL TO YKKAP AMERICA:

i. KAWNEER NORTH AMERICAii. OLDCASTLE BUILDING ENVELOPEiii. UNITED STATES ALUMINUM CORP.

COMPONENTS

A. ALUMINUM FRAMING MEMBERS: TUBULAR ALUMINUM SECTIONS, THERMALLY BROKEN WITH INTERIOR SECTION INSULTED FROM EXTERIOR, DRAINAGE HOLES AND INTERNAL WEEP DRAINAGE SYSTEM.

B. THERMAL BARRIER: PROVIDE CONTINUOUS THERMAL BARRIER BY MEANS OF A POURED AND DEBRIDGED POCKET CONSISTING OF A TWO-PART, CHEMICALLY CURING HIGH DENSITY POLYURETHANE WHICH IS BONDED TO THE ALUMINUM. EMPLOYING NON STRUCTURAL THERMAL BARRIERS ARE NOT ACCEPTABLE.

C. GLAZING: INSULATING-LAMINATED GLASS TYPE: LOW E COATED, INSULATING-LAMINATED GLASS, COLOR TO BE SELECTED BY OWNER.

a. TOTAL THICKNESS: 1-5/16 INCHb. THICKNESS OF OUTDOOR LITE: 1/4 INCHc. OUTDOOR LITE: FULLY TEMPERED FLOAT GLASSd. INTERSPACE CONTENT: ARGONe. INDOOR LITE: CLEAR LAMINATED GLASS WITH TWOPLIES OF FULLY TEMPERED FLOAT GLASSf. LOW-E COATING: SPUTTERED-COATING ON SECONDSURFACE.g. VISIBLE LIGHT TRANSMITTANCE: 49 PERCENT MINIMUMh. WINTER NIGHTIME U-FACTOR: 0.23 MAXIMUMi. SUMMER DAYTIME U-FACTOR: 0.21 MAXIMUMj. SOLAR HEAT GAIN COEFFICIENT: 0.22 MINIMUMk. PROVIDE SAFETY GLAZING LABELINGl. BASIS OF DESIGN: GUARDIAN INDUSTRIES CORP.m. OTHER ACCEPTABLE MANUFACTURERS:

i. AGC GLASS COMPANY NORTH AMERICA, INC.ii. PILKINGTON NORTH AMERICA INC.iii. PPG INDUSTRIES, INC.

C. FINISH COLOR: AS SELECTED BY OWNER FROM MANUFACTURER'S STANDARD LINE.

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:


D

1


C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

GI-110

PROJECT NOTESANDSPECIFICATIONS

Approver

Author

2580.01




Checker

MARKDATE


111

2

2

2

2 2

2

2

3

3 34

5

66

6

6

2

77

8 9

3

10

11

11

1212

WALL TYPE LEGEND

EXISTING WALL TO REMAINEXISTING WALL OR COMPONENT TO BE REMOVED

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:


D

1


C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

AD-101

DEMOLITIONFLOOR PLAN

Approver

Author

2580.01




Checker

SCALE: 1/4" = 1'-0"A3 FIRST FLOOR PLAN

Keynote Legend

Key Value Keynote Text

1 REMOVE PORTION OF EXISTING WALL TO RECEIVE NEWWINDOW UNIT. COORDINATE OPENING SIZE WITH WINDOWUNIT. SEE ALSO PROPOSED FLOOR PLAN SHEET AE-101.

2 REMOVE EXISTING WALL AS INDICATED.3 REMOVE EXISTING DOOR AND FRAME.4 REMOVE EXISTING OVERHEAD DOOR AND ALL

COMPONENTS.5 REMOVE EXISTING DRAIN PAD - SEE PLUMBING DRAWINGS.6 REMOVE EXISTING WINDOW AND FRAME.7 REMOVE CASEWORK IN ITS ENTIRETY.8 SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

DEMOLITION.9 REMOVE PLUMBING FIXTURES - SEE PLUMBING DRAWINGS.10 REMOVE EXISTING THROUGH WALL VENT. INFILL OPENING

WITH WALL CONSTRUCTION TO MATCH EXISTING.11 REMOVE EXISTING SLOPED CONCRETE RAMP.12 REMOVE CONCRETE TO 2'-0" OUTSIDE OF BUILDING EDGE.

PROVIDE GRAVEL TO A DEPTH OF 2" BELOW INTERIORFLOOR SLAB.

NOTES:A. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.B. SEE SPECIFICATIONS SHEET GI-110.

MARKDATE


REF

.

68' - 10"

20' -

8"

5' -

3"

10' - 0" 6' - 2" 6"5' - 0"

+/- 8' - 9" 4' - 0" 4' - 8" 4' - 0" 12' - 4" 4' - 0" 23' - 4" 4' - 0"

ENTRY HALL101

TOILET102

BREAK RM103

OFFICE 1104

STORAGE105

OFFICE 2106

OPEN OFFICE107

2' -

8"

+/- 3' - 6" 3' - 8"

AE-401A5

+/- 7

' - 8

"2'

- 8"

1

2 2

1

2

FEC10

1A

102A

104A

105A

106A

101B

G1

G2A

G2B

G1

G2A

G2A G2A G2B G2A

G2A

G1G1 G1 G1 G1

G1

G1

C D D D

B

A

3

3

4

2' -

11"

1' - 0" 3' - 0"

1' -

1"

5

5

6

7

6' - 0"

1:12

SLO

PE M

AX

1:10 SLOPE MAX 1:10 SLOPE MAX6' -

0"

6' - 0"

6' -

0"

8

ADA ACCESSIBLE CURB RAMP

NOTE: RESTRIPE PARKING TO ACCOMMODATE ADA ACCESSIBLE CURB RAMP AND ACCESS AISLE.

AI-201

B49

8' - 0"

10

10' - 0"

4"

WALL TYPE LEGEND

EXISTING WALL TO REMAINCOMPONENT BY OWNERNEW INFILL WALL PANEL TO MATCH ADJACENT WALL CONSTRUCTION

NEW WALL CONSTRUCTION - SEE PARTITION TYPE

BREAK RM103

TOILET102

ENTRY HALL101

OFFICE 1104

STORAGE105

OFFICE 2106

OPEN OFFICE107

GWB 8' - 0"

ACT 9' - 0"

ACT 9' - 0"

ACT 9' - 0"

ACT 9' - 0"os

os

EXIT EXIT

EXIT

ACT 9' - 0"

ACT 9' - 0"2X4 RECESSED LED TROFFERED LIGHT FIXTURE

MECHANICAL EXHAUST GRILLE

MECHANICAL SUPPLY GRILLE

ACOUSTICAL CEILING TILE GRID - SEE DETAIL A1/AE-501 FOR SEISMIC REQUIREMENTS

EMERGENCY LIGHT

9'-0"ACT CEILING MATERIAL / HEIGHT ABOVE FINISHED FLOOR

RCP LEGEND

RECESSED CAN LIGHT

EXHAUST FAN

EXIT SIGN

GYPSUM WALL BOARD

OCCUPANCY SENSOROS

EXIT

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:


D

1


C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

AE-101

PROPOSEDFLOOR PLAN /REFLECTEDCEILING PLAN

BHT

mjr

2580.01




Checker

SCALE: 1/4" = 1'-0"A3 PROPOSED FLOOR PLAN

SCALE: 1/4" = 1'-0"C3 REFLECTED CEILING PLAN

Keynote Legend


1 NEW QUARTZ COUNTERTOP AND LAMINATE CASEWORK.COLOR TO BE SELECTED BY OWNER.

2 FURNITURE BY OWNER, TYPICAL.3 AREA OF NEW CONCRETE TOPPING, TYPICAL. ELEVATION

TO ALIGN WITH EXISTING SLAB.4 WALL MOUNTED TIMECLOCK BY OWNER.5 4' TALL X 6" DIAMETER CONCRETE FILLED STEEL BOLLARD.

PAINT (COLOR TO BE SELECTED BY OWNER.)6 REFRIGERATOR WITH ICE MAKER BY OWNER.7 SEE EQUIPMENT SCHEDULE SHEET AI-201 FOR

APPLIANCES TO BE SUPPLIED AND INSTALLED BYCONTRACTOR.

8 MARK PAVEMENT TO DESIGNATE ADA ACCESSIBLEACCESS AISLE.

9 PROVIDE GROMMET AT COUNTERTOP. OWNER TOLOCATE.

10 NEW CONCRETE STOOP.

NOTE: HOOD NOT SHOWN FOR CLARITY.

NOTES:A. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.B. SEE SPECIFICATIONS SHEET GI-110.

MARKDATE


REF

.

AI-201

A1

AI-201B2

B1

A2

A3

TOILET102

BREAK RM103

C

A

B 101A

102A

T2

T4

T5

1

2

3

1' - 6"

1' - 6"

4

T1A

T1AT1B

T1A

T1C

T3

T6

A3AI-501

5

5

6

2

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:


D

1


C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

AE-401

ENLARGED PLAN

Approver

Author

2580.01




Checker

SCALE: 1/2" = 1'-0"A5 ENLARGED PLAN

Keynote Legend


1 HOOD AND FIRE SUPPRESSION SYSTEM ABOVE.2 SEE EQUIPMENT SCHEDULE SHEET AI-201 FOR

APPLIANCES TO BE SUPPLIED AND INSTALLED BYCONTRACTOR.

3 REFRIGERATOR WITH ICE MAKER BY OWNER.4 NEW QUARTZ COUNTERTOP AND LAMINATE CASEWORK.

COLOR TO BE SELECTED BY OWNER.5 ADA COMPLIANT CLEAR FLOOR SPACE.6 FURNITURE BY OWNER, TYPICAL.

NOTES:A. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.B. SEE SHEET AI-201 FOR TOILET ACCESSORY SCHEDULE.

MARKDATE


CATEGORY REQUIREMENTSCONNECTIONS/HANGERS NOTE: USE HEAVY DUTY GRID

SPLAY BRACING NOTE: USE HEAVY DUTY GRID

MOLDING/PARTITIONS NOTE: USE HEAVY DUTY GRID

LIGHTING/FIXTURES NOTE: USE HEAVY DUTY GRID

CEILING GRID ATTACHMENT

6'-0" MAX. 12'-0" MAX.

0" MAX.

2" MAX.45^ MAX.

45^ MAX.

45^ MAX.

45^ MAX.

B.2

B.1

B.1

B.2

B.4

B.4

B.3 B.5

B.3 B.5

ATTACHMENT CONDITION

B.1

B.2

B.3

B.4

B.5

180 LBS

#12 @ 4' O.C./#10 @ 5' O.C.

NOT MORE THAN 1 IN 6 OR 10" FROM VERTICAL

MIN. 100LBS.

MAXIMUM 8" FROM WALLSPERIMETER WIRES

CONNECTION DEVICES

PLUMB

HANGERS

INTERSECTION STRENGTH

4 WIRE CLUSTERS

FIRST POINT

SPACING

CONNECTION STRENGTH

COMPRESSION POSTS REQUIRED (CONDUIT/STEEL STUD)

MIN. 200LBS.

12' O.C.

MAX. 6' FROM PERIMETER WALLS

REQUIRED OVER 1000 SF.

MOLDING

ATTACHMENT (NO MOVEMENT)

CLEARANCE (FREE TO MOVE)

SPACER BARS

PARTITION ATTACHMENT ALLOWED WITH BRACING, UNDER 2,500 SF.

REQUIRED

3/4" @ 2 ADJACENT WALLS

REQUIRED @ 2 ADJACENT WALLS

MIN. 2" AT CONDITION 'B' ONLY

LIGHTS LESS THAN 56LBS

LIGHTS GREATER THAN 56LBS

MECHANICAL LESS THAN 20LBS

MECHANICAL GREATER THAN 56LBS SUSPEND FROM STRUCTURE, NOT GRID

2 SLACK WIRES

ATTACHED TO GRID

SUSPEND FROM STRUCTURE, NOT GRID

2 CONNECTORS/2 SLACK WIRES

MECH GREATER THAN 20LBS,LESS THAN 56LBS.

SPLAY BRACING - SEE DETAIL(REQUIRED @ ROOMS OVER 1000 SF)

LIGHT FIXTURES

MAIN RUNNER

# 12 SUPPORT WIRETO STRUCTURE

TO STRUCTURECOMPRESSION POST

TYPICAL GRID PERIMETER DETAIL LOCATIONS

SPLAY BRACING DETAIL

(REQUIRED @ ROOMS OVER 1000 SF)

USE OF MANUFACTURER'S CEILING SYSTEMS SPECIALIZED SEISMIC CLIP IN SEISMIC DESIGN CATEGORIES D, E, F

WHEN APPROVED BY AGENCIES HAVING JURISDICTION, THE MANUFACTURER'S SPECIALIZED SEISMIC CLIP MAY BEUSED TO SATISFY THE FOLLOWING IBC AND CISCA REQUIREMENTS FOR SEISMIC DESIGN CATEGORIES D, E, AND F:

ALL TEE ENDS ON TWO ADJACENT WALLS MUST BE FASTENED TO THE WALL ANGLE.

ALL TEE ENDS ON THE WALLS OPPOSITE TO THE FASTENED ENDS MUST HAVE A3/4 INCH CLEARANCE FROM THE WALL AND BE FREE TO SLIDE ON THE WALL ANGLE.

ALL TEE ENDS ON ALL FOUR WALLS SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUMOF 8 INCHES FROM EACH WALL OR CEILING DISCONTINUITY WITH NO. 12 GAGE WIRE ORAPPROVED WALL SUPPORT.(CISCA ZONES 3-4, INSTALLATION, PERIMETER WIRES)

ALL TEE ENDS ON ALL FOUR WALLS MUST BE FASTENED TOGETHER TO PREVENTSPREADING.(CISCA ZONES 3-4, INSTALLATION, PERIMETER MEMBERS)

SUPPORTING WIRES SHALL HAVE A SLOPE NO GREATER THAN 1:6 FROM THE VERTICAL.

SPREADER BAR

SPREADER BAR

DOOR (SEE SCHEDULE)

5/8" GWB ON METAL STUDS(BOTH SIDES, TYPE "X" WHERE APPLICABLE)

METAL BOX BEAM @ HEAD AND DOUBLE METAL STUDS @ JAMB

SEE SCHEDULE FOR HM FRAME

0' -

0 1/

2"

FRAM

E D

EPTH

SEE

WAL

L TY

PE

0' -

0 1/

2"

TYP.

0' - 3"

FACE OF INTERSECTING WALL (WHERE APPLICABLE)

0' - 2" 0' - 0 5/8"

0' -

1 15

/16"

0' -

1 15

/16"

SEE PARTITION TYPES FOR PARTITION - BOX BEAM AT HEAD/DOUBLE STUD AT JAMB

BACKER ROD AND SEALANT


HM FRAME - SEE SCHEDULE

EXISTING BRICK WALL CONSTRUCTION

SEE SCHEDULE FOR DOOR

2"

5/8" GWB

TR. WD. BLOCKING

ADA ACCESSIBLE CONCRETE CURB RAMP OR STOOP -SLOPE LANDING 1/4" / FOOT TO DRAIN

1/2" EXPANSION MATERIAL

ALUMINUM THRESHOLD SET IN A BED OF SEALANT

DOOR - SEE SCHEDULE

HM FRAME - SEE SCHEDULE

EXISTING FLOOR SLAB



STOREFRONT SYSTEM - SEE SCHEDULE


TR. WOOD SHIM

NEW METAL STUD WALL CONSTRUCTION - SEE PARTITION TYPES

EXISTING STEEL LINTEL





TR. WOOD SHIM


L8"X8"X1/2" CONT. WITH 8" BEARING EACH SIDE -SAWCUT EXISTING BRICK TO ALLOW FOR STEEL LINTEL

NOTE: AFTER ANGLE IS INSTALLED DEMOLISH BRICK AS REQUIRED FOR WINDOW INSTALLATION.

TR. WD BLOCKING

SPRAY FOAM INSULATION - SEE PARTITION TYPE




EXISTING BRICK OR NEW BRICK WALL CONSTRUCTION -SEE PLANS

TR. WOOD SHIM


SILL BELOW

TR. WD. BLOCKING

SPRAY FOAM INSULATION - SEE PARTITION TYPES




EXISTING CONCRETE SILL AND BRICK WALL CONSTRUCTION -PROVIDE NEW CONC. SILL TO MATCH EXISTING AT NEW WINDOW OPENINGS

TR. WOOD SHIM


PAN SILL FLASHING

5/8" GWB

SPRAY FOAM INSULATION -SEE PARTITION TYPES

TR. WOOD BLOCKING SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:


D

1


C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

AE-501

DETAILS

Approver

Author

2580.01




Checker

SCALE: 1/4" = 1'-0"A1CEILING GRID SEISMIC ATTACHMENTREQUIREMENTS

NO SCALE

SCALE: 3" = 1'-0"C5 DOOR HEAD/JAMB DTL

SCALE: 3" = 1'-0"B5 DOOR HEAD/JAMB DTL.

SCALE: 3" = 1'-0"A5 EXT DOOR THRESHOLD

SCALE: 3" = 1'-0"D4WINDOW HEAD @ EXISTOPN'G

SCALE: 3" = 1'-0"C4 WINDOW HEAD @ NEW OPN'G

SCALE: 3" = 1'-0"B4 WINDOW JAMB

SCALE: 3" = 1'-0"A4 WINDOW SILL

MARKDATE


F HM-1

7' -

2"

2"7'

- 0"

2" 2"SEE SCHED.

F-VP-H

2' - 8"

2' -

9"

3' - 8"

4' -

1"

4' - 0"

2' -

9"

4' - 0"

4' -

0"

7' -

2"

A B C D

B4AE-501

D4AE-501

A4AE-501

A4AE-501

D4AE-501

B4AE-501

A4AE-501

D4AE-501

B4AE-501

A4AE-501

SIM

B4AE-501

C4AE-501

NOTES:1. ALL WINDOWS ARE STOREFRONT, INOPERABLE WINDOWS. 2. GLAZING TO BE INSULATED, LAMINATED GLAZING.3. SEE SPECIFICATIONS.

GLAZING TO BE FROSTED FOR PRIVACY

HARDWARE SET #1(PASSAGE SET)

(3) EA HINGE - 4.5 X 4.5(1) EA OFFICE LOCK(1) EA WALL OR FLOOR STOP(3) EA SILENCER

HARDWARE SET #2(PRIVACY SET)

(3) EA HINGE - 4.5 X 4.5(1) EA MORTISE LOCK(1) EA SURFACE CLOSER(1) EA KICK PLATE(1) EA WALL STOP(1) EA COAT AND HAT HOOK(3) EA SILENCER

HARDWARE SET #4(ENTRY SET)

(3) EA HINGE - 4.5 X 4.5(1) EA PANIC HARDWARE(1) EA RIM CYLINDER(1) EA SURFACE CLOSER(1) EA MOUNTING PLATE (AS REQ.)(1) EA CUSH SHOE SUPPORT(1) EA FLOOR STOP(1) EA THRESHOLD

HARDWARE SET #3(PASSAGE SET)

(3) EA HINGE - 4.5 X 4.5(1) EA MORTISE LOCK(1) EA SURFACE CLOSER(1) EA WALL STOP(3) EA SILENCER

NOTES: 1. ALL HARDWARE TO MEET ADA/ANSI REQUIREMENTS. 2. DOOR INTERCHANGABLE CORES TO BE "BEST" BRAND IN BRUSHED NICKEL.3. SEE ALSO SPECIFICATIONS SHEET GI-110.

HARDWARE SETS:

MIN6"

MIN6"

6"MIN6"

TO B

ASEL

INE

OF

BRAI

LLE

CEL

LS

48" M

IN /

60" M

AX

FINISH FLOOR

PICTOGRAM, IF APPLICABLE

TEXT/BRAILLE -ADJUST SIZE ACCORDING TO LETTERING

SIGN LOCATION:SINGLE DOOR - AT LATCH SIDEDOUBLE DOOR - AT RIGHT SIDE OF RIGHT HAND DOOR

NOTE:ADJUST SIZE OF SIGN FOR LARGE PICTOGRAMS AND/OR LETTERING THAT WILL NOT FIT ON STANDARD MIN. SIZE.

EDGE OF DOOR FRAME

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:


D

1


C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

AE-601

SCHEDULES

Approver

Author

2580.01




Checker

FINISH SCHEDULE

Number Name Floor Finish Base FinishWall Mtl. -

NorthWall Finish

- NorthWall Mtl. -

SouthWall Finish

- SouthWall Mtl. -

EastWall Finish

- EastWall Mtl. -

WestWall Finish

- WestCeilingFinish

CeilingHeight Comments

101 ENTRY HALL VCT RUBBER GWB PAINT GWB PAINT ACT 9'-0"102 TOILET VCT CT GWB PAINT / CT GWB PAINT / CT GWB PAINT / CT GWB PAINT / CT GWB 9'-0" CT WALL FINISH TO 5'-0" AFF - PROVIDE TILE

BACKER BOARD BEHIND CERAMIC TILE WALLFINISH

103 BREAK RM VCT RUBBER GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACT 9'-0"104 OFFICE 1 VCT RUBBER GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACT 9'-0"105 STORAGE VCT RUBBER GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACT 9'-0"106 OFFICE 2 VCT RUBBER GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACT 9'-0"107 OPEN OFFICE VCT RUBBER GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACT 9'-0"

Door Schedule

Mark Room Name Width Height Thickness Door TypeDoor

Material Door Finish Glazing Fire RatingFrameType

FrameMaterial

FrameFinish Head Detail

JambDetail Sill Detail Signage

HardwareSet Comments

101A ENTRY HALL 3' - 0" 7' - 0" 0' - 1 3/4" F-VP-H HM PAINT TEMPERED/INSUL. - HM-1 HM PAINT B5/AE-501 B5/AE-501 A5/AE-501 4101B 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT - HM-1 HM PAINT B5/AE-501 B5/AE-501 A5/AE-501 4102A TOILET 3' - 0" 7' - 0" 0' - 1 3/4" F SC WD STAIN - HM-1 HM PAINT C5/AE-501 C5/AE-501 W/ ADA PICTOGRAPH 2104A OFFICE 1 3' - 0" 7' - 0" 0' - 1 3/4" F SC WD STAIN - HM-1 HM PAINT C5/AE-501 C5/AE-501 1105A STORAGE 3' - 0" 7' - 0" 0' - 1 3/4" F SC WD STAIN - HM-1 HM PAINT C5/AE-501 C5/AE-501 3106A OFFICE 2 3' - 0" 7' - 0" 0' - 1 3/4" F SC WD STAIN - HM-1 HM PAINT C5/AE-501 C5/AE-501 1

SCALE: 1/4" = 1'-0"DOOR / FRAME TYPES

SCALE: 1/4" = 1'-0"A3 WINDOW SCHEDULE

ABBREVIATIONS:ACT - ACOUSTICAL CEILING TILECT - CERAMIC TILEGWB - GYPSUM WALLBOARDVCT - VINYL COMPOSITION TILE

SCALE: 1/2" = 1'-0"A2 SIGN MTG DTL

NOTES:1. ALL COLORS AND FINISHES ARE TO BE SELECTED BY OWNER.

NOTES:1. SEE DETAIL A2/AE-601 FOR SIGNAGE MOUNTING DETAILS.

MARKDATE


T1B T1C T1A T1C T1B T1A T2 T3 T4 T5 T6

TOILET TISSUEDISPENSER SHALL NOTINTERFERE WITH GRAB

BARS

WAL

L / P

ARTI

TIO

N

WAL

L / P

ARTI

TIO

N

PAPER TOWELDISPENSER

TOWELS

MIRROR TOILET GRAB BARASSEMBLY

TOILETTISSUE

DISPENSER

SOAPDISPENSER

CL

ROBEHOOK

42" MIN. 12" MAX

39" - 41"

54" MIIN.

33" -

36"

24" MIN.12" MIN.

18" M

IN.

39" -

41"

36" MIN.

16" - 18"

40" M

AXTO

REF

LEC

TIVE

SU

RFA

CE

44" M

AX 2'-0"

3'-0

"

19" M

IN 44" M

AX

17"-1

9" 44" H

C M

AX.

19" H

C

4'-0

"

TOILET ACCESSORY NOTES:

PLUMBING FIXTURE AND TOILET ACCESSORY MOUNTING HEIGHT SCHEDULE

HIGHEST CONTROL, OPERATING MECHANISM, AND/OR DISPENSING/DISPOSALSLOT OF TOILET ROOM ACCESSORIES SHALL BE 48" MAX. ABOVE FINISHEDFLOOR.

CONTROLS AND OPERATING MECHANISMS OF TOILET ROOM ACCESSORIESSHALL BE OPERABLE BY A 5 LB. MAX. FORCE.

CLEARANCE FROM WALL TO CENTERLINE OF TOILETS IS FROM FINISHEDSURFACE OF WALL, NOT FROM WALL STUDS.

FLUSH CONTROL VALVES IN THE hc ACCESSIBLE TOILET STALLS SHALL BEMOUNTED ON THE WIDE SIDE OF THE TOILET AREA AND BE ACCESSIBLE BELOWTHE GRAB BAR.

PROVIDE PROTECTIVE INSULATING COVERS FOR HOT AND COLD WATERSUPPLIES, DRAIN AND P-TRAP. COLOR SHALL MATCH THE FIXTURES.

TOILET PAPER DISPENSERS SHALL BE 7" MIN. AND 9" MAX IN FRONT OF THEWATER CLOSET, MEASURED TO THE CENTERLINE OF THE DISPENSER. tHEOUTLET OF THE DISPENSER SHALL BE 18" MIN AND 48" MAX ABOVE THEFINISHED FLOOR AND SHALL NOT BE MOUNTED BEHIND GRAB BARS.

PROVIED (1) ROBE HOOK AT EACH TOILET STALL AND SINGLE USER TOILETROOMS. MOUNT AT ADA ACCESSIBLE HEIGHT AT HC TOILET SALLS AND TOILETROOMS

1.

2.

3.

4.

5.

6.

7.

T4

T3

T2

6X6 WALL TILE -PROVIDE BULLNOSE EDGE AT TOP ROW

T1A

T1A

T1A

T1B

T1C

T5

5' -

0"

2' -

10"

4"

101A

SEE FINISH SCHEDULE FOR BASE

QUARTZ COUNTER TOP AND SPLASH

C5AI-501

2' - 6" 2' - 9"

2' - 6" 2' - 9" 2' - 6" FILLERMICROWAVE (E2) ON SHELF - SEE EQUIPMENT SCHED.

A3AI-501

2' -

6"

A

4"2'

- 10

"REFRIG. W/ ICE MAKER BY OWNER

HOOD WITH FIRE SUPPRESSION SYSTEM - SEE MECH DRAWINGS

A5AI-501

QUARTZ COUNTERTOP AND SPLASH

FINISHED END PANELS

SEE FINISH SCHEDULE FOR FLOOR BASE

AI-501A3

2' - 3" 2' - 6"

+/- 3"

RANGE (E1) - SEE EQUIPMENT SCHEDULE

T2

T1A

T1A

T1A

T1C

T1B 6X6 WALL TILE -PROVIDE BULLNOSE EDGE AT TOP ROW

B

5' -

0"

ACCESSORY SCHEDULET1A 1 1/4" DIA 36" LONG GRAB BAR - AMERCIAN SPECIALTIES 3700 SERIES

OR EQUAL AS APPROVED BY OWNER.

T1B 1 1/4" DIA 42" LONG GRAB BAR - AMERCIAN SPECIALTIES 3700 SERIES OR EQUAL AS APPROVED BY OWNER.

T1C 1 1/4" DIA 18" LONG GRAB BAR - AMERCIAN SPECIALTIES 3700 SERIES OR EQUAL AS APPROVED BY OWNER.

T2 TOILET TISSUE DISPENSER - AMERICAN SPECIALTIES 0030 OR EQUAL AS APPROVED BY OWNER

T3 SOAP DISPENSER - AMERCIAN SPECIALTIES 0347 OR EQUAL AS APPROVED BY OWNER.

T4 PAPER TOWEL DISPENSER - AMERICAN SPECIALTIES 045224AC-9 OR EQUAL AS APPROVED BY OWNER.

T5 CHANNEL FRAME MIRROR - AMERCIAN SPECIALTIES 0600-2436 OR EQUAL AS APPROVED BY OWNER.

T6 COAT AND HAT HOOK - AMERICAN SPECIALTIES 7382 OR EQUAL AS APPROVED BY OWNER.

2' -

6"4"

4' - 3" 3' - 0"

KNEE SPACE - PROVIDE BRACKET SUPPORT AT MID-POINT 101B

FINISHED LAMINATE PANEL AT CORNER PILASTER TO MATCH CABINET FACE - ALIGN WITH FACE OF ADJACENT CABINETS

SEE SCHEDULE FOR FLOOR BASE

QUARTZ COUNTERTOP AND SPLASHB3AI-501

B5AI-501

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

EQUIPMENT SCHEDULE

RANGE

MARK

E1

E2 MICROWAVE OVEN

DESCRIPTION MFR / MODEL

GE 30" SLIDE IN ELECTRIC RANGE / JS645DLWW

GE 1.1 CU FT CAPACITY COUNTERTOP MW OVEN / JES1145DLWW

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:


D

1


C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

AI-201

INTERIORELEVATIONS

Approver

Author

2580.01




Checker

SCALE: 3/8" = 1'-0"A1 TOILET 102 ELEV A

SCALE: 3/8" = 1'-0"B1 BREAKRM 103 ELEV ASCALE: 3/8" = 1'-0"B2 BREAKRM 103 ELEV B

SCALE: 3/8" = 1'-0"A2 TOILET 102 ELEV BSCALE: 3/8" = 1'-0"A3 TOILET 102 ELEV C

NOTE: SEE PLUMBING FIXTURE AND ACCESSORY MOUNTING SCHEDULE FOR ACCESSORY AND FIXTURE MOUNTING HEIGHTS.

SCALE: 3/8" = 1'-0"B4 OPEN OFFICE 107

MARKDATE


MIRROR

SCHEDULED PARTITION, SEE FLOOR PLANS FOR TYPE

WALL MOUNTED LAVATORY

LAVATORY SUPPORT

6-1/2" MAX. BOWL DEPTH

INSULATED PIPES

PER ADA, FIXTURE AND PIPING CANNOT EXTEND BEYOND THIS LINE

2' -

10" M

AX.

2'-1" MAX.

6" MAX. 11" MIN.

8" MIN.

9" M

IN.

2' -

3" M

IN.

BASE TO MATCH ROOM FINISH BASE

CASEWORK NOTES:1. ALL DIMENSIONS ARE TO OUTSIDE FACE OF FINISH

SURFACES. ALL VERTICAL DIMENSIONS ARE FROM FINISH FLOOR.

2. SEE ELECTRICAL DRAWINGS FOR LOCATION OF ELECTRICAL OUTLETS. GENERAL CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL & CASEWORK CONTRACTORS.

3.

4.

SEE SPECIFICATIONS SHEET GI-110 FOR CASEWORK HARDWARE REQUIREMENTS.

ALL EXPOSED FACES TO BE FINISHED.

CONTINUOUS BASE BEYOND TO MATCH ROOM FINISH BASE

PLASTIC LAMINATE OVER 3/4" SUBSTRATE W/ CONCEALED FASTENERS

GALV. STEEL ANGLE SUPPORTED BY END PANELS

STAINLESS STEEL SINK


PLASTIC LAMINATE END SUPPORT PANEL BEYOND

PLASTIC LAMINATE APRON OVER 3/4" SUBSTRATE

3"

9" M

IN.

8" MIN.

11" MIN.

1' -

11"

4"

2x4 BLOCKING

5/8" GYPSUM WALL BOARD

CASE FRAMING

2x4 BLOCKING

NOTE: FINISH ALL EXPOSED SURFACES

QUARTZ COUNTERTOP WITH MITERED EDGE OVER 3/4" EXT. GRADE PLYWOOD SUBSTRATE

5 1/

2"

2' -

10"

QUARTZ BACKSPLASH

1' -

10 3

/4"

1/8"

5 1/

2" 1/4"

1' - 9" 3"

3" 4"

2x4 BLOCKING


CASE FRAMING


2x4 BLOCKING

PLASTIC LAMINATE OVER 3/4" SUBSTRATE

SILENCER

SILENCER

SCHEDULED HINGE (TYP.)

SCHEDULED PULL (TYP.)

MALAMINE ADJUSTABLE SHELF5 MM DIA.

HOLES @ 32 MM O.C. TYP.

2x BASE FRAME

MALAMINE REAR PANEL

MELAMINE INTERIOR

FINISH

QUARTZ COUNTERTOP WITH MITERED EDGE OVER 3/4" EXT. GRADE PLYWOOD SUBSTRATE


4"

2' -

10"

1 1/

2"

QUARTZ BACKSPLASH


2x4 BLOCKING

2x4 BLOCKING

MELAMINE INTERIORMELAMINE REAR PANEL

PLASTIC LAMINATE FACE FRAME

ADJUSTABLE SHELF W/ MELAMINE OVER 3/4" SUBSTRATE

2"

5 MM DIA. HOLES @ 32 MM O.C. TYP.


VAR

IES

1' - 9" 3"

3" 4"

2x4 BLOCKING


CASE FRAMING


2x4 BLOCKING


SILENCER

SCHEDULED HINGE (TYP.)


MALAMINE ADJUSTABLE SHELF5 MM DIA.

HOLES @ 32 MM O.C. TYP.

2x BASE FRAME

MALAMINE REAR PANEL

MELAMINE INTERIOR

FINISH


4"

QUARTZ COUNTERTOP WITH MITERED EDGE OVER 3/4" PLYWOOD SUBSTRATE

SEE

ELEV

ATIO

NS

QUARTZ BACKSPLASH

4"EQ

1/4"

1' - 9"

2x4 BLOCKING


CASE FRAMING


2x4 BLOCKING


SILENCER

SILENCER


2x BASE FRAME

MALAMINE REAR PANEL

MELAMINE INTERIOR

FINISH


1/4"

EQ

QUARTZ COUNTERTOP WITH MITERED EDGE OVER 3/4" PLYWOOD SUBSTRATE

2' -

6"

QUARTZ BACKSPLASH

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:


D

1


C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

CIP - 1879

AI-501

CASEWORKDETAILS

Approver

Author

2580.01




Checker

SCALE: 1 1/2" = 1'-0"A2PUBLIC RR LAVATORY(ACCESSIBLE)

SCALE: 1 1/2" = 1'-0"A3TYPICAL SINK CABINETDETAIL

SCALE: 1 1/2" = 1'-0"A5TYPICAL BASE CABINETDETAIL

SCALE: 1 1/2" = 1'-0"C5TYPICAL WALL CABINETDETAIL

SCALE: 1 1/2" = 1'-0"B5TYPICAL FULL HEIGHT DOORBASE CABINET DETAIL

SCALE: 1 1/2" = 1'-0"B3TYPICAL 2-DRAWER CABINETDETAIL

MARKDATE


PLUMBING CONTRACTOR NOTES:

THESE DESIGN DOCUMENTS ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERALARRANGEMENT ONLY.

PLUMBING FIXTURE SCHEDULE

FIXTURE DRAINBASIS OF DESIGN *LOCATION SUPPLY

™BFP

WM

S.O.V.

REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTRMINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTALOR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESHAIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTRMINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC.OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS.

HUBLESS PIPE CONNECTORSON CAST IRON PIPE ORBELL AND SPIGOT IF PVC.

ANCHOR PIPE TO ROOFDECK WITH U-BOLT AROUNDPIPE AND ANGLE IRONWELDED OR SCREWED TOROOF DECK OR JOIST.

MINIMUM 12" BELOW ROOF

MINIMUM 12" ABOVE ROOFNORMALLY. EXTEND TOHEIGHT OF PARAPET WHENWITHIN 10' OF PARAPET

PROVIDE PIPE INCREASERIF/WHERE CODE REQUIRES AMINIMUM 3" VENT THRU ROOF

CORE DRILL ROOF ORPROVIDE SLEEVE IFREQUIRED BY TYPE OFROOF DECK. PROVIDEFIRE STOP SEAL BETWEENPIPE AND SLEEVE OR DECK.

FLASHING AND COUNTER-FLASHING OF VTR IS BY

ROOFING CONTRACTOR.PLUMBING CONTRACTOR

TO COORDINATE INSTALL.

SCALE:

DETAILVENT THROUGH ROOF2

P1.0 NOT TO SCALE

NOTE:PROVIDE HEAT TRAPS ON VERTICAL INLET AND OUTLET ONWATER HEATER WITH VERTICAL PIPE RISES. HEAT TRAPSMAY BE OMITTED IF WATER HEATER PROVIDED HASINTEGRAL HEAT TRAP OR IS PART OF CIRCULATINGSYSTEM.

BASE

SAFETY PANPER I.P.C.

UNION (TYPICAL)

INSTALL THERMAL EXPANSIONTANK ON COLD WATER

SUPPLY LINE

SHUT-OFF VALVE (TYPICAL)

COLD WATER SUPPLY

HOT WATER SUPPLY

WATERHEATER

HUB DRAIN

DRAIN VALVE

RELIEF PIPE--FULLSIZE TO INDIRECTDRAIN PER I.P.C.

A.S.M.E. APPROVEDTEMPERATURE ANDPRESSURE RELIEFVALVE PER I.P.C.

VACUUM RELIEF VALVEPER I.P.C.

TO NEAREST INDIRECTWASTE PER I.P.C.

1" MIN

SHUT-OFF VALVE (TYPICAL)

SCALE:

DETAILWATER HEATER CONNECTION1

P1.0 NOT TO SCALE

ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLETOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITHVARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER,RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS).PROVIDE GASKETED PLASTIC PLUG IN CAST IRON BODY. USETEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OFEXPOSED FCO AFTER INSTALLATION.

MEMBRANE CLAMP FLOOR SLAB

AS REQUIRED FORDEPTH OF SEWER

HUB AND SPIGOTCAST IRON PIPEBELOW FLOOR.

SANITARYSEWER LINE

SAME SIZE AS SEWERUP TO 4" MAXIMUM.

LONG SWEEP ELBOW ATEND OF TURN OF RUNCOMBINATION WYE ANDEIGHTH BEND AND RUN.ENTER TOP OF PIPE.

LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNSOF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALSON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS.PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS.LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND.CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS.

SCALE:

DETAILCLEAN OUT INSTALLATION4

P1.0 NOT TO SCALE

SCALE:

DETAIL: SINK CONNECTIONSW/ FLOOR DRAIN TRAP PRIMER3

P1.0 NTS

HUB DRAIN

STAND PIPE

FINISHED FLOOR

P-TRAP

TO SANITARYSEWER

SCALE:

DETAILHUB DRAIN STAND PIPE AND TRAP5

P1.0 NOT TO SCALE

P1.0

PLUMBING: NOTES , SCHEDULES &DETAILS

SCALE:

EXAMPLE: WATER HAMMER ARRESTORSMANUFACTURER'S INFORMATION6

P1.0 NTS

SHEET NUMBER

SHEET TITLE

THESE DRAWINGS AND THE PROJECTMANUAL ARE INSTRUMENTS OF SERVICE ANDREMAIN THE PROPERTY OF THE FWA GROUPARCHITECTS. UNAUTHORIZED DUPLICATIONOR REUSE WITHOUT WRITTEN CONSENT ISPROHIBITED.

APPROVED BY:

DRAWN BY:

FWA PROJECT NO:

---

---

D

1

MARKDATE

(YYYY-MM-DD) DESCRIPTION

2580.01

RENOVATION OFBUILDING 'E' - TECHMAINTENANCEBUILDINGCIP-1879


BEAUFORT JASPER WATER &SEWER AUTHORITY

C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

SCO PROJECT NO:

500 East BlvdCharlotte, NC 28203(704) 332-7004(704) 332-6829 fax

10 Palmetto Business ParkPO Box 5910Hilton Head Island, SC 29938(843) 785-2199(843) 785-6801 fax


ISLANDSENGINEERING,

P.C.

NO. 4010

SO

UTH CAROLINA

C

OF A

ER

TIF ICATE UTHORIZAT

ION

NO. 27271

S

C

C

Q

REE

NIGN

ELANOISSEFORP

DESNC

EI L

U A N

TE

ARL W

OUTH AROL INA

01-06-2020

AutoCAD SHX Text

9. PIPE, FITTINGS, VALVES AND OTHER ACCESSORIES SHALL UNLESS OTHERWISE DIRECTED BE UNLOADED AT THE POINT OF DELIVERY AND STORED WHERE THEY WILL BE PROTECTED AND WILL NOT BE HAZARDOUS TO TRAFFIC. THEY SHALL AT ALL TIMES BE HANDLED WITH CARE TO AVOID DAMAGE AND THE INTERIOR OF ALL MATERIALS OF CONSTRUCTION SHALL BE KEPT FREE FROM DIRT AND FOREIGN MATTER. ANY DEFECTIVE, DAMAGED, OR UNSOUND PIPE SHALL BE REJECTED. ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO ITS POSITION IN THE TRENCH AND SHALL BE KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING. CARE SHALL BE TAKEN TO PREVENT DIRT FROM ENTERING TO JOINT SPACE. DURING INSTALLATION, WHEN THE PIPE LAYING IS NOT IN PROGRESS, A MECHANICAL JOINT PLUG OR CAP, OR APPROVED EQUAL, WILL BE USED TO FORM A WATER TIGHT SEAL AT BOTH ENDS OF THE LINE BEING LAID AND NO TRENCH WATER SHALL BE PERMITTED TO ENTER THE PIPE. CLEAN THE INTERIOR OF ALL PIPE BY BRUSHING, SWABBING OR WASHING OUT ALL DIRT BEFORE LAYING.

AutoCAD SHX Text

5. ALL INTERIOR WATER AND SEWER PIPES WILL BE NEW MATERIAL, ROUTED & CONNECTED TO THE RESPECTIVE PROPERTY UTILITY LATERALS. THE MATERIAL, GRADE AND INSTALLATION SHALL BE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE & THE AHJ.

AutoCAD SHX Text

6. ALL DOMESTIC HOT AND COLD WATER PIPING IS TO BE INSULATED WITH 1" THICK FIBERGLASS ALL SERVICE JACKET TYPE WRAP AROUND INSULATION.

AutoCAD SHX Text

2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IAW THE CODE AND LOCAL REQUIREMENTS TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND THE AHJ.

AutoCAD SHX Text

%%UCALL BEFORE YOU DIG! CONTACT THE UTILITIES PROTECTION CENTER AT 811 A MINIMUM OF 72 HOURS PRIOR TO DIGGING.

AutoCAD SHX Text

7. THE POTABLE WATER SUPPLY TO THE SPACE SHALL BE THROUGH A WATER METER AND BACK FLOW PREVENTOR IAW CURRENT CODE AND TO THE SATISFACTION OF THE AHJ.

AutoCAD SHX Text

1. ALL WORK TO BE DONE SHALL COMPLY WITH THE ADOPTED CURRENT INTERNATIONAL PLUMBING CODE ALL CURRENT STATE OF SOUTH CAROLINA MODIFICATIONS TO THE CODE, AND THE OWNERS' REQUIREMENTS TO THE SATISFACTION OF THE AHJ.

AutoCAD SHX Text

3. COORDINATE APPROPRIATE LOCATIONS FOR HUB DRAINS TO SERVE THE WATER HEATER DRAIN/RELIEF. HVAC CONDENSATE DRAINS SHALL BE ROUTED OUT OF THE BUILDINGS AND DISCHARGED AT A LOCATION NOT IN THE NORMAL PATH OF FOOT TRAFFIC. WHERE GRAVITY DRAINS ARE NOT ADEQUATE, PROVIDE A CONDENSATE PUMP.

AutoCAD SHX Text

4. COORDINATE SANITARY SEWER DRAINS FROM THE BUILDING WITH THE LOCATION AND GRADE OF THE PROPERTY'S SANITARY SEWER LATERAL. ALL SANITARY SEWER PIPING SHALL BE CONNECTED IN A MANNER SIMILAR TO THE DETAILS IN THIS DOCUMENT. CONNECTIONS SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND THE AHJ PRIOR TO BACK FILLING EXCAVATIONS MADE TO ACCESS CONNECTION POINTS.

AutoCAD SHX Text

11. AFTER INSTALLATION & PRESSURE TESTING AND PRIOR TO DISINFECTING THE PIPING, THE PIPING SHALL BE FLUSHED UNTIL THE WATER RUNS CLEAR AT THE END OF ALL MAINS AND LATERALS. THE MINIMUM FLUSH TIME SHALL BE 5 MINUTES AT A PRESSURE NOT TO EXCEED THE MAWP OF THE MATERIALS BUT AT LEAST 30 PSIG. THE VELOCITY OF THE WATER FOR FLUSHING SHALL BE A MINIMUM OF 2.5 FT/SEC.

AutoCAD SHX Text

8. ALL SANITARY SEWER PIPE AND ALL DOMESTIC HOT & COLD WATER PIPE MATERIAL SHALL BE ACCORDANCE WITH THE CURRENT IPC, ALL CURRENT STATE OF SOUTH CAROLINA MODIFICATIONS TO THE IPC, AND OF A TYPE AND GRADE ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND THE AHJ.

AutoCAD SHX Text

10.INSTALL WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES AND EQUIPMENT UTILIZING QUICK CLOSING VALVES. THE WATER INSTALL WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES AND EQUIPMENT UTILIZING QUICK CLOSING VALVES. THE WATER HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010 AND BE INSTALLED IAW THE MANUFACTURER'S INSTRUCTIONS

AutoCAD SHX Text

12. PREPARE AS BUILT RECORD DRAWINGS AND SUBMIT THE DOCUMENTS TO THE OWNER'S REPRESENTATIVE AT THE COMPLETION OF THE SYSTEMS INSTALLATION, INSPECTION, AND TESTING. THE PLANS SHALL BE 24" X 36" SIZE.

AutoCAD SHX Text

13. A HOT WATER TEMPERING VALVE SHALL BE INSTALLED BETWEEN THE WATER HEATER AND ALL HOT WATER DISPENSING FIXTURES ACCESSIBLE TO THE GENERAL PUBLIC. THE VALVE SHALL LIMIT THE TEMPERATURE IN ACCORDANCE WITH THE CURRENT IPC TO THE SATISFACTION OF THE AHJ. 14. ALL FIXTURES AND FLOOR RECEPTORS SUBJECT TO FOG LADEN EFFLUENT SHALL BE DRAINED TO THE GREASE INTERCEPTOR. 15. FIXTURES & PIPING SHALL BE INSTALLED USING MOUNTING & RESTRAIN PROVISIONS CONSISTENT WITH THE LOCAL AREA SEISMIC REQUIREMENTS FOR THE SYSTEM SERVICE TO THE SATISFACTION OF THE AHJ. WHERE REQUIRED, SEISMIC BRACING OR WIND RESISTANCE DETAILS SHALL BE DEVELOPED BY A SOUTH CAROLINA LICENSED STRUCTURAL ENGINEER HIRED BY THE CONTRACTOR. 16. PROVIDE COMPLETE PLUMBING SYSTEMS. ALL PLUMBING SYSTEMS SHALL INCLUDE ALL OPERATIONAL ELEMENTS AND SHALL BE CONSTRUCTED, AND INSTALLED IN A CODE COMPLIANT MANNER. ELEMENTS OF THE SYSTEM NOT IDENTIFIED IN THIS PLAN BUT REQUIRED BY CODE SHALL BE INCLUDED IN THE SCOPE OF SUPPLY. 16. THESE DESIGN DOCUMENTS ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL

AutoCAD SHX Text

* FIXTURES OTHER THAN SPECIFIED MAY BE USED PROVIDED THE PERFORMANCE PARAMETERS ARE WARRANTED BY THE SUPPLIER TO MEET OR EXCEED THE PERFORMANCE OF THE SPECIFIED FIXTURE. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF THE SUBSTITUTION AND RECEIVE WRITTEN PERMISSION FOR THE DEVIATION.

AutoCAD SHX Text

WATER CLOSET

AutoCAD SHX Text

TOILET 102

AutoCAD SHX Text

12" C.W.

AutoCAD SHX Text

3"

AutoCAD SHX Text

12" C.W.

AutoCAD SHX Text

LAVATORY

AutoCAD SHX Text

12" C.W.

AutoCAD SHX Text

2"

AutoCAD SHX Text

12" H.W.

AutoCAD SHX Text

KOHLER, KINGSTON WALL HUNG LAVATORY K-2005, VITREOUS CHIN`A W/ K-8998 P-TRAP & K-15240-4 FAUCET

AutoCAD SHX Text

TOILET 102

AutoCAD SHX Text

URINAL

AutoCAD SHX Text

TOILET 102

AutoCAD SHX Text

34" C.W.

AutoCAD SHX Text

3"

AutoCAD SHX Text

KOHLER, DEXTER WALL HUNG URINAL MODEL K-5016-ET, W/ TOUCHLESS FLUSH VALVE

AutoCAD SHX Text

SINGLE COMPARTMENT SINK

AutoCAD SHX Text

12" C.W.

AutoCAD SHX Text

12" H.W.

AutoCAD SHX Text

2"

AutoCAD SHX Text

ADVANCE TABCO DI-1-2012 STAINLESS STEEL 18 GAUGE SINK WITH K-50 8" SWING SPOUT & STAINLESS STEEL IPS BASKET DRAIN

AutoCAD SHX Text

BREAK ROOM 103

AutoCAD SHX Text

WATER HEATER WH-1

AutoCAD SHX Text

ABOVE BATHROOM 102

AutoCAD SHX Text

2" HUB DRAIN

AutoCAD SHX Text

34" H.W.

AutoCAD SHX Text

34" C.W.

AutoCAD SHX Text

A.O.SMITH EJC-6 6 GALLON 1.5 KW WATER SMITH EJC-6 6 GALLON 1.5 KW WATER HEATER

AutoCAD SHX Text

KOHLER, HIGHCLIFF ULTRA K-96058-SS REAR SPUD FLOOR MOUNT WATER CLOSET, 1.6 GPF, ADA COMPLIANT, W/ LUSTRA ELONGATED TOILET SEAT WITH ANTI- MICROBIAL AGENT & CHECK HINGE K-4670-CA-0, AND TRIPOINT TOUCHLESS DC 1.6 GPF TOILET FLUSHOMETER K-10957-SV-CP

AutoCAD SHX Text

%%USYMBOLS LEGEND

AutoCAD SHX Text

PRESSURE/TEMP RELIEF VALVE

AutoCAD SHX Text

BACK FLOW PREVENTER

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

EXPANSION TANK

AutoCAD SHX Text

ET

AutoCAD SHX Text

HUB DRAIN

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

PRESSURE GAUGE W/ ROOT VLV

AutoCAD SHX Text

CO

AutoCAD SHX Text

WATER FLOW METER

AutoCAD SHX Text

HOSE BIBB

AutoCAD SHX Text

HB

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

FD

AutoCAD SHX Text

WCO

AutoCAD SHX Text

WALL CLEAN OUT

AutoCAD SHX Text

SHUT OFF VALVE IN VLV BOX

AutoCAD SHX Text

HOT WATER TEMPERING DEVICE

AutoCAD SHX Text

AIR ADMITTANCE VALVE

AutoCAD SHX Text

FLOOR SINK W/ 1/2 GRATE

AutoCAD SHX Text

HD

AutoCAD SHX Text

AAV

AutoCAD SHX Text

SUMP PUMP

AutoCAD SHX Text

SINK/LAVATORY

AutoCAD SHX Text

WATER SAVER TRAP PRIMER

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

P-TRAP

AutoCAD SHX Text

PRIMER TUBING IN WALL & UNDER FINISHED FLOOR

AutoCAD SHX Text

FINISHED WALL

AutoCAD SHX Text

CLEANOUT PLUG

AutoCAD SHX Text

PHN: (912) 356-9035 email: [email protected]

AutoCAD SHX Text

110 HOLCOMB STREET SAVANNAH, GA 31406

REF

.

ENTRY HALL

101

TOILET

102

BREAK RM

103OFFICE 1

104STORAGE

105OFFICE 2

106OPEN OFFICE

107

P2.0

PLUMBING: SANITARY SEWERLAYOUT & SCHEMATIC

SCALE:

PLAN VIEW 1ST FLOOR PLANSANITARY SEWER SCHEMATIC1

P2.0 1/4" = 1'

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:

---

---

D

1

MARKDATE


2580.01




C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

SCO PROJECT NO:




ISLANDSENGINEERING,

P.C.

NO. 4010

SO

UTH CAROLINA

C

OF A

ER

T IF ICATE UTHORIZAT

ION

NO. 27271

S

C

C

Q

REE

NIGN

ELANOISSEFORP

DESNC

EI L

U A N

TE

ARL W

OUTH AROL INA

01-06-2020

AutoCAD SHX Text

3"VTR

AutoCAD SHX Text

THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING SEWER LATERAL

AutoCAD SHX Text

2"DOWN

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

4"

AutoCAD SHX Text

2"

AutoCAD SHX Text

4"

AutoCAD SHX Text

HD

AutoCAD SHX Text

4"

AutoCAD SHX Text

2"

AutoCAD SHX Text

2"

AutoCAD SHX Text


AutoCAD SHX Text


REF

.

ENTRY HALL

101

TOILET

102

BREAK RM

103OFFICE 1

104STORAGE

105OFFICE 2

106OPEN OFFICE

107

HWHW

S.O.V.

P2.1

PLUMBING: DOMESTIC WATERLAYOUT & SCHEMATIC

SCALE:

PLAN VIEW 1ST FLOOR PLANDOMESTIC WATER SCHEMATIC1

P2.1 1/4" = 1'

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:

---

---

D

1

MARKDATE


2580.01




C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

SCO PROJECT NO:




ISLANDSENGINEERING,

P.C.

NO. 4010

SO

UTH CAROLINA

C

OF A

ER


ION

NO. 27271

S

C

C

Q

REE

NIGN

ELANOISSEFORP

DESNC

EI L

U A N

TE

ARL W

OUTH AROL INA

01-06-2020

AutoCAD SHX Text

THE CONTRACTOR SHAL FIELD LOCATE THE EXISTING WATER SUPPLY LATERAL

AutoCAD SHX Text

34"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

EXISTING 1" RISER

AutoCAD SHX Text

12"

AutoCAD SHX Text

TEMPERATURE REGULATOR

AutoCAD SHX Text

WH-1 IN CEILING ABOVE

AutoCAD SHX Text

PROVIDE A PLUMBING STOP IN WALL TO SUPPLY COLD WATER TO THE REFIGERATOR ICE MAKER.

AutoCAD SHX Text

12"

AutoCAD SHX Text

34"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

1"

AutoCAD SHX Text

34"

AutoCAD SHX Text

12"

AutoCAD SHX Text

HB

AutoCAD SHX Text

12"

AutoCAD SHX Text

34"

AutoCAD SHX Text


AutoCAD SHX Text


MECHANICAL HVAC NOTES:

THE MECHANICAL CONTRACTOR SHALL PROVIDE SEISMIC BRACING WHERE REQUIRED FOR ALL HVAC EQUIPMENT AND DUCTING. THEMECHANICAL CONTRACTOR SHALL HIRE A STRUCTURAL ENGINEER TO DEVELOP ALL NECESSARY SEISMIC BRACING DETAILS.

32. THESE DESIGN DOCUMENTS ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY.

HVAC EQUIPMENT SCHEDULEBASIS OF DESIGN BASIS

MODELDESIGN *

A. KSALA0301410 LOW-AMBIENT PRESSURE SWITCH FOR OUTDOOR UNITB. KHAIR0201AAA ISOLATION RELAY FOR OUTDOOR UNITC. KSAFT0101AAA EVAPORATOR FREEZE THERMOSTAT FOR OUTDOOR UNITD. KSAHS2501AAA HARD START KIT FOR OUTDOOR UNITE. KFCEH0501N05 5 kW, ELECTRIC HEATER, NON-FUSED, 1 PHASE, WITH RELAYS FOR INDOOR UNITF. KFAHD0101SLP GASKET KIT FOR INDOOR UNITG. REPLACE THE EXISTING HEAT STRIP WITH A 5kW ELEMENT

SUPPLY AIR4-WAY REGISTER

EXHAUST FAN

RETURNAIR REGISTER

MANUALDAMPER

THERMOSTAT

S SMOKE DETECTOR

EF-

R-

S-

CONTROL

HUMIDISTATSENSORH

BACK DRAFT DAMPER

MOTORIZEDDAMPERM

FIRE DAMPERFD

REGISTER INFORMATION

T

MANUFACTURER'SRECOMMENDEDCLEARANCESALL SIDES

DISCONNECT SWITCH.INSTALLED BYELECTRICALSUBCONTRACTOR..

HEAT PUMP SEE SCHEDULE

REFRIGERANT PIPINGSEAL WALL PENETRATION

RAISED DECKOR HOUSEKEEPING PAD

SCALE:CONDENSOR UNIT DETAIL2

M1.0 NOT TO SCALE

FILTER COIL

FAN

HEATSTRIP

CONDENSATEDRIP PAN

STAND-OFFS

CONDENSATEDRAINW/ P-TRAP

EMERGENCYCONDENSATEOVERFLOWDRAIN

SCALE:AIR HANDLER DETAIL1

M1.0 NOT TO SCALE

FAN SCHEDULE

26GA. GALV. STEELDUCT MIN.

WEATHERHOOD OREXHAUSTLOUVER

CEILINGJOIST

CEILINGMATERIAL

CEILINGEXHAUSTFAN

ADD ADDITIONALBLOCKING AS REQUIRED

SCALE:TYPICAL BATH FAN EXHAUST VENT3

M1.0 NOT TO SCALE

BUG SCREEN

BACKDRAFTDAMPER

M1.0

HVAC: NOTES, SCHEDULES& DETAILS

OUTSIDE AIR CALCULATIONS: RESTAURANT

VENTILATION CALCULATIONS ARE IN ACCORDANCE WITH THE 2015 INTERNATIONALMECHANICAL CODE.

FROM IMC EQN 4-1: VBZ = RP*PZ + RA*AZ WHERE:

VBZ - AIR FLOW RATE

AZ - BREATHING ZONE AREA

PZ - QUANTITY OF OCCUPANTS, DERIVED TABLE 403.3.1.1

RP - PEOPLE FLOW RATE FROM IMC ABLE 403.3.1.1

RA - AREA AIR FLOW FACTOR FROM IMC TABLE 403.3.1.1

AZ1 = 1,422 FT2 OFFICE

PZ = 17 PEOPLE ( FROM TABLE 403.1.1 #PEOIPLE IS 8 BUT SEAT COUNT IS 17)

RP = 5.0 CFM/PERSON

RA = 0.06 CFM/FT2

THEN VBZ = RP (CFM/PERSON) X PZ (PEOPLE) + RA (CFM/FT2) X AZ (FT2)

VBZ = 170.32 CFM O.A. , OUTSIDE AIR PROVIDED, 175 CFM

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:

---

---

D

1

MARKDATE


2580.01




C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

SCO PROJECT NO:




ISLANDSENGINEERING,

P.C.

NO. 4010

SO

UTH CAROLINA

C

OF A

ER

T IF ICATE UTHORI ZAT

ION

NO. 27271

S

C

C

Q

REE

NIGN

ELANOISSEFORP

DESNC

EI L

U A N

TE

ARL W

OUT H AROL INA

01-06-2020

AutoCAD SHX Text

1. ALL MATERIALS, EQUIPMENT, AND WORK SHALL BE IN ACCORDANCE (IAW) THE REQUIREMENTS OF ALL GOVERNING REGULATORY AGENCIES AND CODES INCLUDING THE CURRENT INTERNATIONAL MECHANICAL CODE (IMC), INTERNATIONAL ENERGY CONSERVATION CODE INTERNATIONAL MECHANICAL CODE (IMC), INTERNATIONAL ENERGY CONSERVATION CODE (IMC), INTERNATIONAL ENERGY CONSERVATION CODE (IECC), ALL CURRENT STATE OF SOUTH CAROLINA MODIFICATIONS TO THE CODES, AND LOCAL REQUIREMENTS.

AutoCAD SHX Text

2. FURNISH AND INSTALL ALL AIR CONDITIONING UNITS, DUCT WORK, REFRIGERANT TUBING, DUCT & REFRIGERANT TUBING INSULATION, DIFFUSERS, TEMPERATURE & HUMIDITY CONTROLS, SMOKE DETECTORS, EXHAUST FANS, AND MANUAL VOLUME CONTROL DAMPERS. INSTALL FIRE DAMPERS AT ALL FIRE RATED BOUNDARY DUCT PENETRATIONS.

AutoCAD SHX Text

4. ALL FLEX DUCT SHALL BE U.L. LISTED, CLASSIFIED AS A CLASS 1 AIR DUCT AND MEET ALL CODE REQUIREMENTS.

AutoCAD SHX Text

5. ALL DUCTWORK IS TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURAL MEMBERS IN AN APPROVED MANNER.

AutoCAD SHX Text

6. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IAW THE CURRENT IMC, IECC, ALL CURRENT STATE OF SOUTH CAROLINA MODIFICATIONS TO THE CODES, AND LOCAL REQUIREMENTS.

AutoCAD SHX Text

7. FURNISH A WRITTEN GUARANTEE COVERING A ONE YEAR PERIOD FOR ALL NEW EQUIPMENT AND AN ADDITIONAL FOUR YEAR PERIOD FOR THE COMPRESSORS IN THE AIR CONDITIONING UNITS.

AutoCAD SHX Text

9. INSULATE ALL DUCTING; USE A MINIMUM OF R8 INSULATION ON DUCTS EXPOSED TO THE OUTSIDE AIR OR IN AN UNCONDITIONED SPACE. USE R4 ON ALL OTHER DUCTING.

AutoCAD SHX Text

10. INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50.

AutoCAD SHX Text

11. ALL DUCTING MATERIAL SHALL BE INSTALLED IN LEVEL SQUARE MANNER TO SUIT THE INTERIOR. FLEX DUCT IS NOT PERMITTED ON ANY EXPOSED DUCTING.

AutoCAD SHX Text

12. PROVIDE METAL COLLARS FOR DUCT TAKEOFFS FROM THE TRUNK DUCT. THE SUPPLY TAKEOFFS SHALL BE FITTED WITH MANUAL AIR VOLUME DAMPERS WITH LOCKING QUADRANTS AND AIR SCOOPS. DUCT MOUNTED REGISTERS SHALL BE FITTED WITH AN INTEGRAL QUADRANTS AND AIR SCOOPS. DUCT MOUNTED REGISTERS SHALL BE FITTED WITH AN INTEGRAL VOLUME DAMPER AND ACCESSIBLE ADJUSTMENT SCREW. SEAL TRANSVERSE DUCT JOINTS WITH DUCT FABRIC TAPE AND MASTIC TYPE DUCT SEALER.

AutoCAD SHX Text

13. ANY CHANGE IN THE SPECIFIED EQUIPMENT MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. 14. THE HVAC CONTRACTOR IS PERMITTED TO MAKE ADJUSTMENTS TO THE DUCT LAYOUT TO IMPROVE AIR DISTRIBUTION. DUCT OF DIFFERENT SHAPES THAN INDICATED ON THE PLANS MAY BE USED PROVIDED THAT THE CROSS-SECTIONAL AREA OF THE DUCT IS MAINTAINED.

AutoCAD SHX Text

15. THERMOSTATS ARE TO BE DIGITAL, 2-STAGE HEAT, 1-STAGE COOL, WITH 4 EVENT PER DAY, 7 DAY FULL FEATURE PROGRAMMING, UNLESS OTHERWISE DETERMINED BY THE OWNER'S REPRESENTATIVE. T-STATS SHALL BE LOCATED NEAR A UNIT RETURN REGISTER.DETERMINED BY THE OWNER'S REPRESENTATIVE. T-STATS SHALL BE LOCATED NEAR A UNIT RETURN REGISTER.

AutoCAD SHX Text

18. THE CONDENSER UNIT SHALL BE MOUNTED ON THE ROOF OF THE BUILDING. ROUTE LINE SETS THROUGH THE A PITCH POCKET IN THE ROOF & PROVIDE A UNIT MOUNTED, UNIT DISCONNECT. GEAR INSTALLED ON THE ROOF SHALL BE A MINIMUM OF 10' FROM THE ROOF EDGE. GEAR MAY BE PLACED BETWEEN 5' & 10' FROM THE ROOF EDGE PROVIDED HANDRAILS IN THE AREA OF THE GEAR TO ASSIST IN PERSONNEL FALL PROTECTION. 19. FIELD COORDINATE LOCATION OF INDOOR UNITS TO AVOID STRUCTURAL ELEMENTS AND PIPING. 20. CONDENSATE PIPING SHALL BE TRAPPED PER MANUFACTURER'S INSTRUCTIONS AND ROUTED OUT OF THE BUILDING. CONDENSATE DRAIN PIPING MAY BE PVC OR COPPER. 21. PROVIDE A COMPLETE SET OF OPERATIONS AND MAINTENANCE MANUALS FOR ALL HVAC EQUIPMENT TO THE OWNERS' REPRESENTATIVE. 22. COORDINATE THE EQUIPMENT LOCATIONS WITH THE ELECTRICAL PROVISIONS FOR THE GEAR. 23. FILTERS ARE TO BE INSTALLED IN ALL RETURN FILTER GRILLES. ASSURE THAT THE FILTER RACKS ARE EASILY ACCESSIBLE FOR REGULAR SERVICE. 24. ALL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER SPECIFIED MINIMUM SERVICE AND OPERATING CLEARANCES. 25. DESIGN BASIS GEAR MAY BE REPLACED WITH GEAR OF A DIFFERENT MANUFACTURER PROVIDED THAT THE PERFORMANCE PARAMETERS OF THE ALTERNATIVE GEAR MEETS OR EXCEEDS THE DESIGN BASIS GEAR PERFORMANCE PARAMETERS AND THE OWNER APPROVES OF THE ALTERNATIVE SELECTION. 26. WHERE NO INFORMATION IS AVAILABLE FOR CONSIDERATION, HEAT LOSS & HEAT GAIN CALCULATION ESTIMATES OF THE BUILDING ASSUME MINIMUM CODE COMPLIANT PERFORMANCE FROM ALL ENVELOP COMPONENTS INCLUDING GLAZING AND INSULATION. 27. UPON COMPLETION OF THE HVAC SYSTEM INSTALLATION, AND PRIOR TO RELEASING THE SYSTEM TO THE USER, PROVIDE A COMPLETE TEST, ADJUST, & BALANCE OF ALL EQUIPMENT AND DUCT SYSTEMS. THE TAB SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT, 3RD PARTY TAB CONTRACTOR. FURNISH THE OWNER WITH A WRITTEN REPORT INDICATING THE TAB CONTRACTOR'S QUALIFICATIONS, THE WRITTEN TAB PROCEDURE TO BE FOLLOWED, AND THE CERTIFIED TAB RESULTS. 28. THE MECHANICAL EQUIPMENT SHALL BE INSTALLED SO THAT IT IS EASILY ACCESSIBLE FOR MAINTENANCE AND REPAIRS. THE UNITS SHALL BE PROVIDED WITH PROPER CLEARANCE AS RECOMMENDED BY THE UNIT MANUFACTURER FOR PROPER UNIT OPERATION. 29. EACH OUTSIDE AIR INTAKE & EXHAUST AIR DISCHARGE LOUVER SHALL BE FITTED WITH A BIRD SCREEN. EXHAUST AND INTAKE PORTS SHALL BE A MINIMUM OF 10' APART OR SEPARATED VERTICALLY WITH THE EXHAUST A MINIMUM OF 40" ABOVE THE INTAKE. 30. PROVIDE COMPLETE HVAC SYSTEMS. ALL HVAC SYSTEMS SHALL INCLUDE ALL AIR FLOW, CONTROL, AND OPERATIONAL ELEMENTS AND SHALL BE CONSTRUCTED, AND INSTALLED IN A CODE COMPLIANT MANNER. ELEMENTS OF THE SYSTEM NOT IDENTIFIED IN THIS PLAN BUT REQUIRED BY CODE SHALL BE INCLUDED IN THE SCOPE OF SUPPLY. 31. ALL EQUIPMENT AND DUCTING SHALL BE SECURED IN ACCORDANCE WITH THE WIND ZONE AND SEISMIC REQUIREMENTS OF THE AREA APPLIED. THE MECHANICAL CONTRACTOR SHALL PROVIDE SEISMIC BRACING WHERE REQUIRED FOR ALL HVAC EQUIPMENT AND DUCTING. THE

AutoCAD SHX Text

8. ALL EXPOSED HVAC DUCTING IN THE CONDITIONED SPACE SHALL BE DOUBLE WALL SPIRAL DUCT. DUCTS IN CONCEALED LOCATIONS MAY BE GALVANIZED SHEET METAL WITH EXTERIOR FOIL FACED INSULATION.

AutoCAD SHX Text

3. PROVIDE CONDENSATE DRAIN PIPES FOR THE AIR HANDLER UNITS. ROUTE AIR HANDLER CONDENSATE DRAINS OUT OF THE BUILDING AND DISCHARGE TO STORM SEWER OR PROVIDE A SANITARY SEWER HUB DRAIN TO DISCHARGE CONDENSATE TO. PROVIDE CONDENSATE PUMPS FOR THE FAN COIL UNITS WHERE GRAVITY DRAINAGE IS NOT PRACTICAL.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

TAG

AutoCAD SHX Text

VOLTS

AutoCAD SHX Text

STATIC

AutoCAD SHX Text

(inH2O)

AutoCAD SHX Text

O.S.A.

AutoCAD SHX Text

(CFM)

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

(CFM)

AutoCAD SHX Text

COOL(MHB)

AutoCAD SHX Text

HEAT

AutoCAD SHX Text

/EER

AutoCAD SHX Text

SEER

AutoCAD SHX Text

TC

AutoCAD SHX Text

SC

AutoCAD SHX Text

CU-1

AutoCAD SHX Text

CONDENSER UNIT

AutoCAD SHX Text

AH-1

AutoCAD SHX Text

AIR HANDLER

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

N/A

AutoCAD SHX Text

208/230/1/60

AutoCAD SHX Text

1200

AutoCAD SHX Text

208/230/1/60

AutoCAD SHX Text

36.0

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

90

AutoCAD SHX Text

5 kW

AutoCAD SHX Text

-

AutoCAD SHX Text

PH14NB036

AutoCAD SHX Text

FB4CNP036

AutoCAD SHX Text

A,B,C,D

AutoCAD SHX Text

E,F

AutoCAD SHX Text

CU-2

AutoCAD SHX Text

CONDENSER UNIT

AutoCAD SHX Text

26.93 MBH

AutoCAD SHX Text

16.0/12.0

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

N/A

AutoCAD SHX Text

208/230/1/60

AutoCAD SHX Text

AH-2

AutoCAD SHX Text

AIR HANDLER

AutoCAD SHX Text

1175

AutoCAD SHX Text

208/230/1/60

AutoCAD SHX Text

CARRIER

AutoCAD SHX Text

CARRIER

AutoCAD SHX Text

32.81

AutoCAD SHX Text

26.89

AutoCAD SHX Text

-

AutoCAD SHX Text

85

AutoCAD SHX Text

5 kW

AutoCAD SHX Text

0.60

AutoCAD SHX Text

25HCB636A003

AutoCAD SHX Text

FV4CNF002L00

AutoCAD SHX Text

G

AutoCAD SHX Text

HVAC REGISTER SCHEDULE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

TAG

AutoCAD SHX Text

BASIS OF DESIGN *

AutoCAD SHX Text

DESIGN BASIS MODEL #

AutoCAD SHX Text

CFM

AutoCAD SHX Text

DUCT SIZE

AutoCAD SHX Text

S-1

AutoCAD SHX Text

4-WAY MODULAR CORE DIRECTIONAL DIFFUSER

AutoCAD SHX Text

TITUS

AutoCAD SHX Text

TMS-4-12x12-3-26

AutoCAD SHX Text

4"%%C

AutoCAD SHX Text

50

AutoCAD SHX Text

S-2

AutoCAD SHX Text

TITUS

AutoCAD SHX Text

181-235

AutoCAD SHX Text


AutoCAD SHX Text

R-1

AutoCAD SHX Text

FILTER RETURN GRILLE

AutoCAD SHX Text

TITUS

AutoCAD SHX Text

350FLF1-24x24-1-26

AutoCAD SHX Text

7" %%C

AutoCAD SHX Text

172-220

AutoCAD SHX Text

R-3

AutoCAD SHX Text


AutoCAD SHX Text

TITUS

AutoCAD SHX Text

S-3

AutoCAD SHX Text

TITUS

AutoCAD SHX Text

8"%%C

AutoCAD SHX Text

270

AutoCAD SHX Text


AutoCAD SHX Text

TMS-8-24x24-3-26

AutoCAD SHX Text

560

AutoCAD SHX Text

12" %%C

AutoCAD SHX Text

R-2

AutoCAD SHX Text


AutoCAD SHX Text

TITUS

AutoCAD SHX Text

350FLF1-24x24-1-26

AutoCAD SHX Text

TMS-7-24x24-3-26

AutoCAD SHX Text

7"%%C

AutoCAD SHX Text

350FLF1-48x24-1-26

AutoCAD SHX Text

1090

AutoCAD SHX Text

16"x14"

AutoCAD SHX Text

REG TAG

AutoCAD SHX Text

AIRFLOW (CFM)

AutoCAD SHX Text

DUCT

AutoCAD SHX Text

TAG

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BASIS OF DESIGN *

AutoCAD SHX Text

CFM

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

POWER

AutoCAD SHX Text

A. FAN SHALL OPERATE WITH LIGHT SWITCH. PROVIDE TIME DELAY FAN OFF SWITCH

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

A

AutoCAD SHX Text

GREENHECK

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

CEILING MOUNTED EXHAUST FAN

AutoCAD SHX Text

SP-B150

AutoCAD SHX Text

154@ 0.25 inH2O

AutoCAD SHX Text

128 W,120/1/60, 1.70 A

AutoCAD SHX Text


AutoCAD SHX Text


REF

.

ENTRY HALL

101

TOILET

102

BREAK RM

103OFFICE 1

104STORAGE

105OFFICE 2

106OPEN OFFICE

107

T

T

SCALE:

PLAN VIEW 1ST FLOORHVAC LAYOUT & DUCT SCHEMATIC1

M2.0 1/4" : 1'

M2.0

HVAC: LAYOUT & SCHEMATIC

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:

---

---

D

1

MARKDATE


2580.01




C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

SCO PROJECT NO:




ISLANDSENGINEERING,

P.C.

NO. 4010

SO

UTH CAROLINA

C

OF A

ER


ION

NO. 27271

S

C

C

Q

REE

NIGN

ELANOISSEFORP

DESNC

EI L

U A N

TE

ARL W

OUTH AROL INA

01-06-2020

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

AH-2

AutoCAD SHX Text

EXISTING AH-1

AutoCAD SHX Text

7"

AutoCAD SHX Text

S2

AutoCAD SHX Text

181

AutoCAD SHX Text

8"

AutoCAD SHX Text

S3

AutoCAD SHX Text

270

AutoCAD SHX Text

7"

AutoCAD SHX Text

S2

AutoCAD SHX Text

181

AutoCAD SHX Text

7"

AutoCAD SHX Text

S2

AutoCAD SHX Text

181

AutoCAD SHX Text

7"

AutoCAD SHX Text

S2

AutoCAD SHX Text

181

AutoCAD SHX Text

7"

AutoCAD SHX Text

S2

AutoCAD SHX Text

181

AutoCAD SHX Text

7"

AutoCAD SHX Text

S2

AutoCAD SHX Text

225

AutoCAD SHX Text

8"

AutoCAD SHX Text

S3

AutoCAD SHX Text

270

AutoCAD SHX Text

4"

AutoCAD SHX Text

S1

AutoCAD SHX Text

50

AutoCAD SHX Text

7"

AutoCAD SHX Text

S2

AutoCAD SHX Text

185

AutoCAD SHX Text

7"

AutoCAD SHX Text

S2

AutoCAD SHX Text

185

AutoCAD SHX Text

7"

AutoCAD SHX Text

S2

AutoCAD SHX Text

235

AutoCAD SHX Text

4"

AutoCAD SHX Text

S1

AutoCAD SHX Text

50

AutoCAD SHX Text

7"

AutoCAD SHX Text

7"

AutoCAD SHX Text

7"

AutoCAD SHX Text

7"

AutoCAD SHX Text

10"

AutoCAD SHX Text

12"

AutoCAD SHX Text

8"

AutoCAD SHX Text

12"

AutoCAD SHX Text

7"

AutoCAD SHX Text

12"

AutoCAD SHX Text

7"

AutoCAD SHX Text

16"x14"

AutoCAD SHX Text

14"

AutoCAD SHX Text

7"

AutoCAD SHX Text

10"

AutoCAD SHX Text

16"x14"

AutoCAD SHX Text

OA 85 CFM

AutoCAD SHX Text

16"x14"

AutoCAD SHX Text

7"

AutoCAD SHX Text

R1

AutoCAD SHX Text

220

AutoCAD SHX Text

12"

AutoCAD SHX Text

R2

AutoCAD SHX Text

560

AutoCAD SHX Text

7"

AutoCAD SHX Text

R1

AutoCAD SHX Text

172

AutoCAD SHX Text

7"

AutoCAD SHX Text

R1

AutoCAD SHX Text

173

AutoCAD SHX Text

7"

AutoCAD SHX Text

7"

AutoCAD SHX Text

12"

AutoCAD SHX Text

14"

AutoCAD SHX Text

14"x14"

AutoCAD SHX Text

16"x16"

AutoCAD SHX Text

16"x14"

AutoCAD SHX Text

6"

AutoCAD SHX Text

OA 90 CFM

AutoCAD SHX Text

6"

AutoCAD SHX Text

EXISTING CU-1 ON ROOF

AutoCAD SHX Text

8"x4" EXHAUST HOOD

AutoCAD SHX Text

7"

AutoCAD SHX Text

REDUCE HEAT STRIP TO A 5KW ELEMENT

AutoCAD SHX Text

CU-2 ON ROOF

AutoCAD SHX Text

-

AutoCAD SHX Text

R3

AutoCAD SHX Text

1090

AutoCAD SHX Text

16"x6" EXHAUST HOOD

AutoCAD SHX Text

8"

AutoCAD SHX Text

12"

AutoCAD SHX Text

4"

AutoCAD SHX Text

HOOD EXHAUST DUCT MATERIAL SHALL BE SMOOTH WALL GALVANIZED SHEET- METAL 26GA OR THICKER

AutoCAD SHX Text

DENLAR MODEL D1O3O-I-WF RANGE HOOD W/ 550 CFM EXHAUST FAN W/ SUPPRESSION SYSTEM.

AutoCAD SHX Text


AutoCAD SHX Text


DESIGN

DRAFT

CONSULT

CONSTRUCT

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:

RMY

RMY


D

1

MARKDATE



2580.01

C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

SCO PROJECT NO:




ELECTRICAL NOTES& LEGEND

DESIGN

DRAFT

CONSULT

CONSTRUCT

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:

RMY

RMY


D

1

MARKDATE



2580.01

C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

SCO PROJECT NO:




ELECTRICALDETAILS, RISER& PANEL

1

23

4

5

6

78

DESIGN

DRAFT

CONSULT

CONSTRUCT

SHEET NUMBER

SHEET TITLE


APPROVED BY:

DRAWN BY:

FWA PROJECT NO:

RMY

RMY


D

1

MARKDATE



2580.01

C

B

A

D

C

B

A

2 3 4 5 6

1 2 3 4 5 6

SCO PROJECT NO:




ELECTRICAL PLANS

Documents

RENOVATION OF BUILDING 'E' TECH MAINTENANCE BUILDING