addendum #2 | issued 05/15/2020 - delaware, ohio...delaware city hall 1 south sandusky street,...

PROFESSIONAL OF RECORD:

NOTICE

PRO

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THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH THE ARCHITECT. NO OTHER USE, DISSEMINATION, OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

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SANDIPAN ADITYA No. 15490EXP. DATE: 12/31/2021

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ARCHITECT & ENGINEER OF RECORD

SHEET # SHEET NAME REV #

PLUMBINGP000 PLUMBING GENERAL NOTES AND SYMBOLSP100 LOWER LEVEL - PLUMBING PLANP101 LEVEL 1 - PLUMBING PLANP102 LEVEL 2 - PLUMBING PLANP400 PLUMBING SCHEDULES AND DETAILS

MECHANICALM000 MECHANICAL GENERAL NOTES AND SYMBOLSM100 LOWER LEVEL - MECHANICAL PLANM101 LEVEL 1 - MECHANICAL PLANM102 LEVEL 2 - MECHANICAL PLAN 1M300 MECHANICAL SCHEDULES AND DETAILS

ELECTRICALE000 ELECTRICAL GENERAL NOTES AND SYMBOLSE100 LOWER LEVEL - LIGHTING PLANE101 LEVEL 1 - LIGHTING PLANE102 LEVEL 2 - LIGHTING PLAN 1E200 LOWER LEVEL - POWER PLANE201 LEVEL 1 - POWER PLAN 2E202 LEVEL 2 - POWER PLAN 1E300 LOWER LEVEL - TECHNOLOGY PLANE301 LEVEL 1 - TECHNOLOGY PLAN 2E302 LEVEL 2 - TECHNOLOGY PLAN 1E400 ELECTRICAL SCHEDULES AND DETAILS 1

FIRE ALARMFA000 FIRE ALARM GENERAL NOTESFA100 LOWER LEVEL - FIRE ALARM PLANFA101 LEVEL 1 - FIRE ALARM PLANFA102 LEVEL 2 - FIRE ALARM PLAN

SHEET # SHEET NAME REV #

GENERALG000 COVER SHEETG001 GENERAL NOTES, ABBREVATIONS & LEGENDSG100 LOWER LEVEL EGRESS PLAN 1G101 LEVEL 1 EGRESS PLAN 2G102 LEVEL 2 EGRESS PLAN 1

DEMOLITIOND100 LOWER LEVEL DEMOLITION PLAND101 LEVEL 1 DEMOLITION PLAND102 LEVEL 2 DEMOLITION PLAN 1

ARCHITECTUREA100 LOWER LEVEL CONSTRUCTION PLANA101 LEVEL 1 CONSTRUCTION PLANA102 LEVEL 2 CONSTRUCTION PLAN 1A103 LOWER LEVEL CEILING PLANA104 LEVEL 1 CEILING PLANA105 LEVEL 2 CEILING PLAN 1A106 LOWER LEVEL FF&E PLAN & SCHEDULES 1A107 LEVEL 1 FF&E PLAN & SCHEDULES 2A108 LEVEL 2 FF&E PLAN & SCHEDULES 1A400 ENLARGED PLANS & DETAILSA401 ENLARGED PLANS & DETAILSA402 ENLARGED PLANS & DETAILSA403 INTERIOR ELEVATIONSA404 INTERIOR ELEVATIONSA405 INTERIOR ELEVATIONS 1A406 INTERIOR ELEVATIONS 1A500 ASSEMBLIES & DETAILSA501 MILLWORK ASSEMBLIES & DETAILS 1A600 SCHEDULES & DETAILS 1A601 STOREFRONT ELEVATIONS 1

CLIENT GENERAL CONTRACTOR CONSULTANTS

NameSTREET

Suite #XXXCITY, STATE ZIPp XXX.XXX.XXXX

1 SOUTH SANDUSKY STREET | DELAWARE, OH 43015

ADDENDUM #2 | ISSUED 05/15/2020

2221 Schrock RoadColumbus, Ohio 43229-1547

p 614.898.7100f 614.898.7570

www.msconsultants.com

INDEX OF DRAWINGS

ROWE CREATIVE UNION657 Mohawk Street

Columbus, Ohio 43206p 954.600.8405

www.rowecu.com

Delaware City Hall1 South Sandusky Street

Delaware, Ohio 43015p 614.203.1000

IDININCANINSULINT

JT

K.D.KITK.P.

LAMLAVLB (S)

MASMATL.MAX

MEZZMECHMTL.MFRMINMISCMOMRMTD

INSIDE DIAMETERINCHESINCANDESCENTINSULATED, INSULATIONINTERIOR

JOINT

KNOCK DOWNKITCHENKICK PLATE

LAMINATELAVATORYPOUND (S)

MASONRYMATERIALMAXIMUM

MEZZANINEMECHANICALMETALMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGMOISTURE RESISTANTMOUNTED

ABVAFFACTADDADJALUM (N)ANODAPPROXARCH

BDBLDGBLK (G)BOT/BTM

CABCAPCDCEMCERCFMCGCJCCLGCLRCMUCOLCONCCONTCOORDCORRCPTCT

ABOVEABOVE FINISHED FLOORACOUSTICALADDITIONADJACENT, ADJUSTABLEALUMINUMANODIZEDAPPROXIMATE(LY)ARCHITECT(URAL)

BOARDBUILDINGBLOCK (ING)BOTTOM

CABINETCAPACITYCEILING DIFFUSERCEMENTCERAMICCUBIC FEET PER MINUTECORNER GUARDCONTROL JOINTCENTER LINECEILINGCLEARCONCRETE MASONRY UNITCOLUMNCONCRETECONTINUOUSCOORDINATECORRIDORCARPETCERAMIC TILE

DEMODETDFDIADIMDNDODRDWG

EEAEJELELEC (T)ELEVENGENLGEQEQUIPEWCEXISTEXPEXTETR

DEMOLITIONDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDOWNDITTO (DO OVER)DOORDRAWING

EASTEACHEXPANSION JOINTREFERENCE ELEVATIONELECTRIC(AL)ELEVATIONELEVATOR ENGINEER(ING)ENLARGEDEQUALEQUIPMENTELECTRIC WATER COOLER EXISTINGEXPANSIONEXTERIOR, EXTERNALEXISTING TO REMAIN

FFCFEFECFFFFEFINFIXFL (R)FLASHFLUORF.R.T.FTGFTFUR

GAGCGDGLSGWB,GYP BD

HDWRHDWDHGTHMHORIZHRHV(AC)

HW

RRARBRRCPRERECREFLREINFREQ'DREQMTRESRETREVRMR.O.

SSAPC

SCHEDSCWDSECTSHTSIMSPECSQSSSTSTDSTLSTORSUSPSVSTRUCT

RADIUS, RISER, R-VALUERETURN AIRRUBBERREFLECTED CEILING PLANREFERENCE, REFER TORECESSEDREFLECTED (IVE)REINFORCE (ED) (ING)REQUIREDREQUIREMENTRESILIENTRETURNREVISION, REVISEDROOMROUGH OPENING

SOUTHSUSPENDED-ACOUSTICAL-PANEL-CEILINGSCHEDULE (D)SOLID CORE WOODSECTIONSHEETSIMILARSPECIFICATION(S)SQUARESTAINLESS STEELSTAIN(ED)STANDARDSTEELSTORAGESUSPENDEDSHEET VINYLSTRUCTURE, STRUCTURAL

T & GTBDTBRTELTEMP

TERRTHKTHR(ESH)TOWTSTYP

UCULUNFUNO

VBVCTVENTVERTVESTVIFVINVWC

WW/W/OWCWDWGWT

TONGUE & GROOVETO BE DETERMINEDTO BE REMOVEDTELEPHONETEMPERED, TEMPORARY, TEMPERATURETERRAZZOTHICK(NESS)THRESHOLDTOP OF WALLTRANSITION STRIPTYPICAL

UNDER CUTUNDERWRITER'S LABORATORYUNFINISHEDUNLESS NOTED OTHERWISE

VINYL BASEVINYL COMPOSITION TILEVENTILATION / VENTILATORVERTICAL(LY)VESTIBULEVERIFY IN FIELDVINYLVINYL WALL COVERING

WESTWITHWITHOUTWATER CLOSET, WATER COOLERWOODWALL GUARDWEIGHT

NN/ANICNOMNTS

OCODOHOPGOPPORIG

PARTPBDPCT

PERFPFPLAMPLUMBPLYWDPRPREFABPREPPTPTDPL

QTQTY

NORTHNOT APPLICABLENOT IN CONTRACTNOMINALNOT TO SCALE

ON CENTEROUTSIDE DIAMETEROVERHEADOPENINGOPPOSITEORIGINAL

PARTITIONPARTICLE BOARDPORCELAIN CERAMIC TILE

PERFORATEDPREFINISHEDPLASTIC LAMINATEPLUMBINGPLYWOODPAIRPREFABRICATEDPREPAREPAINT(ED)PRESSURE TREATED PAINTEDPLATE / PROPERTY LINE

QUARRY TILEQUANTITY

DEGREE FAHRENHEITFACE OF COLUMNFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISH FLOORFINISHED FLOOR ELEVATIONFINISHFIXTUREFLOOR (ING)FLASHINGFLUORESCENTFIRE RETARDANT TREATEDFOOTINGFOOT, FEETFURRING

GAUGEGENERAL CONTRACTORGRADE, GRADINGGLASS, GLAZINGGYPSUM WALL BOARD

HARDWAREHARDWOODHEIGHTHOLLOW METALHORIZONTAL (LY)HOURHEATING/VENTILATING/(AIR CONDITIONING)HOT WATER

XX

x'-x"

XX

X

XX

XX

X

XX

XXXX

XXXX

MATERIALCOLORFINISH

SYSTEM

DETAIL NO., (TYP.)

DETAIL CUT

DETAIL NO., (TYP.)

SHT. WHERE DETAIL IS DRAWN, (TYP.)

ELEVATION NO., (TYP.)

SHT. WHERE DETAIL IS DRAWN, (TYP.)

DETAIL

SHT. WHERE SECTION IS DRAWN, (TYP.)

SECTION CUT

SECTION NO., (TYP.)INTERIOR ELEV.

SHT. WHERE ELEVATION IS DRAWN, (TYP.)

DOOR NUMBER

ROOM NUMBER

KEY NOTE

WINDOW/GLAZING NUMBER

CEILING HEIGHT

REVISION TAG

MISCELLANEOUS TAG

CENTER LINE

FINISH TAG

SPOT ELEVATION TAG

INTERIOR WALL FINISH TAG

xxx

100ROOM

X

XX

SHT. WHERE SECTION IS DRAWN, (TYP.)

BUILDING SECTION

SECTION NO., (TYP.)

BATT INSULATION OR SOUNDATTENUATION BLANKETS

CONCRETE MASONRY UNIT

GRAVEL

BRICK

CONCRETE

GRADE/EARTH

RIGID INSULATION

FINISH WOOD

PLYWOOD

WOOD BLOCKING (CONTINUOUS)

STEEL

WOOD BLOCKING (NON-CONTINUOUS)

TILE

FIRE WALL

THE FOLLOWING SCHEDULES ARE BASE ON DIETRICH INDUSTRY, INC. SPAN TABLES AND ARE GIVEN AS A SCHEDULE MINIMUM STUD SIZES WHICH WILL BE ACCEPTED. IN THE TABLE BELOW, FOR STUDS 2 1/2" - 25" GA THROUGH 6" - 20 GA THE MAXIMUM HEIGHTS LISTED ARE FOR DRYWALL STUDS. FOR 8" - 20 GA STUDS AND 2 1/2" - 18 GA. THROUGH 8" -14 GA STUDS, THE MAXIMUM HEIGHTS LISTED ARE FOR CSJ STUDS. THE MOST STRINGENT REQUIREMENTS SHALL GOVERN IN CONFLICTS BETWEEN THE SCHEDULE AND MANUFACTURER'S METAL STUD MAXIMUM SPAN TABLE SUBMITTALS.

INTERIOR METAL STUDS NON-LOAD BEARING WITH GYPSUM BOARD AND BRACING ON BOTH SIDES MAXIMUM DEFLECTION OF 1/240 WITH 5 PSF AIR PRESSURE.

NOTE: INTERIOR WALLS AS DESCRIBED ABOVE ARE NOT TO BE EXPOSED TO EXTERIOR WIND LOADS AND SHALL NOT BE INSTALLED UNTIL BUILDING IS ENCLOSED.

20 GAUGE OR HEAVIER STUDS SHALL BE USED ADJACENT TO ALL INTERIOR DOOR FRAMES AND AT WALLS TO RECEIVE CERAMIC TILE FINISH.

STUD SIZE2 1/2"3 5/8"4"2 1/2"3 5/8"4"6"2 1/2"3 5/8"4"6"8"2 1/2"3 1/2"3 5/8"6"8"2 1/2"3 1/2"3 5/8"6"8"2 1/2"3 1/2"3 5/8"6"8"

1.

2.

3.

GAUGE252525222222222020202020181818181816161616161414141414

MAX. HEIGHT AT 12" O.C.

11'-1"14'-8"15'-10"12'-8"17'-0"18'-4"25'-3"12'-3"21'-9"23'-5"32'-3"40'-7"14'-4"23'-0"23'-8"35'-1"44'-3"15'-5"24'-8"25'-4"37'-8"47'-6"16'-5"26'-5"27'-1"40'-4"51'-0"


11'-1"14'-8"15'-10"12'-8"17'-0"18'-4"25'-3"13'-6"19'-9"21'-4"29'-3"36'-11"15'-10"20'-11"21'-6"31'-11"40'-2"16'-11"22'-5"23'-0"34'-2"43'-2"18'-1"24'-0"24'-8"36'-8"46'-4"


11'-7"17'-3"18'-7"25'-7"30'-8"12'-7"18'-3"18'-9"27'-10"35'-1"13'-5"19'-7"20'-1"29'-11"37'-8"13'-7"20'-11"21'-6"32'-0"40'-5"

SHEET

SHEET TITLE

ISSUE DATE

DRAWN BY

CHECKED BYAPPROVED BY

PROJECT NO.

REVISION


NOTICE

2221 Schrock RoadColumbus, Ohio 43229-1547p 614.898.7100f 614.898.7570www.msconsultants.com

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CLIENT


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GENERAL NOTES,ABBREVATIONS & LEGENDS

G001

CA/LK


04/17/2020

KB/SA

4/17/2020

64-12A06-00

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REQUIRED SHOP DRAWINGSNOTE TO CONTRACTOR

IDENTIFICATION SYMBOLS

GENERAL NOTES

1. THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS.

2. IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND/OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF ASBESTOS, MOLD AND/OR MILDEW, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE ARCHITECT/ENGINEER OF RECORD, IN WRITING, OF THE CONCERNS AND/OR SUSPICIONS.

3. CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN AN ASBESTOS, MOLD AND MILDEW CERTIFIED TESTING AGENCY, APPROVED BY OWNER, TO PERFORM AN INVESTIGATION AND TESTING. COORDINATE SELECTION OF TESTING AGENCY WITH ASBESTOS, MOLD & MILDEW INSPECTOR. IF THE TESTING AGENCY CONFIRMS HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A MINIMUM OF TWO (2) BIDS FROM COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION WORK, COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND STATUTES.

4. ONCE DISCOVERY OR SUSPICION OF ASBESTOS, MOLD AND/OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO ASBESTOS, MOLD AND/OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF ASBESTOS, MOLD/MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS.

5. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY WELL-VENTILATED CONDITIONS.

6. THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OSHA REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING ASBESTOS, MOLD AND MILDEW.

7. ALL PENETRATIONS SHALL BE SEALED WATER-TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING OR WALL CAVITIES.

8. ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS TURNED OVER TO THE OWNER. INSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. INSURE THAT ALL "COLD" SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ("COLD" SURFACE INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC COLD WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS, OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.)

9. INSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE-USED SHALL BE CLEANED AND TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE.

1. DRAWINGS ARE NOT TO BE SCALED, DIMENSIONS INDICATED ON DRAWINGS TAKE PRECEDENCE. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IF INSUFFICIENT INFORMATION EXISTS, CONTACT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

2. PROVIDE SOLID WOOD BLOCKING IN STUD WALLS AS REQUIRED TO SUPPORT WALL MOUNTED CABINETRY, COUNTER, AND ALL OTHER COMPONENTS.

3. ALL CONCEALED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 450 OR LESS IN ACCORDANCE WITH ASTM E84.

4. DOORS INDICATED ON THE PLAN SHALL BE LOCATED A MINIMUM OF 4" FROM ADJACENT WALLS UNLESS NOTED OR DIMENSIONED OTHERWISE OR AS REQUIRED FOR HARDWARE INSTALLATION.

5. EXIT HARDWARE SHALL ALLOW FOR EGRESS AT ALL TIMES WITHOUT THE USE OF SPECIAL KNOWLEDGE OR EFFORT.

6. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHOD, TECHNIQUES, SEQUENCES PROCEDURES OF CONSTRUCTION SELECTED BY CONTRACTOR.

7. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE ARCHITECT ENGINEER HAVE NO RESPONSIBILITY FOR THE SAFETY OF PERSONNEL OR SAFE CONDITIONS AT THE SITE.

8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND INFORMATION IN THESE DRAWINGS. CONTRACTOR TO COMPLY WITH ALL EXISTING BUILDING & SITE CONDITIONS.

9. EXTERIOR AND INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD FRAMING. PARTITIONS ARE 3 5/8" UNLESS NOTED OTHERWISE.

10. NOTCHES IN WALL STUDS ARE NOT TO EXCEED 1/4" OF THE STUD WIDTH, AND NO HOLES ARE TO BE GREATER THAN 40% OF THE STUD WIDTH. NO HOLES OR NOTCHES ARE ALLOWED IN BEAMS OR COLUMNS UNLESS APPROVED BY ARCHITECT.

11. FIRE STOPPING OF TWO INCH NOMINAL LUMBER SHALL BE PROVIDED TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL.

12. ALL FINISHES IN EXIT ACCESS CORRIDOR/EXITWAYS TO BE CLASS B. ALL FINISHES IN ROOMS/ENCLOSED SPACES TO BE CLASS C.

13. ALL WOOD BLOCKING TO BE FIRE RETARDANT.

SUBMITTALS FOR ALL SPECIFIED PROJECT ASSEMBLIES, EQUIPMENT & MATERIALS SHALL BE SUBMITTED TO THE ARCHITECT & ENGINEER OF RECORD FOR APPROVAL PRIOR TO SUPPLY & INSTALLATION.

THE FOLLOWING SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW:

1. MISC. STEEL2. ALUMINUM STOREFRONT SYSTEMS3. CEILING SYSTEMS (AS NECESSARY)4. DOORS, FRAMES & HARDWARE5. MILLWORK6. LIGHTING FIXTURES (AS NECESSARY)7. MECHANICAL EQUIPMENT8. ELECTRICAL EQUIPMENT9. LOW VOLTAGE SCHEMATICS 10. FIRE PROTECTION

ADDITIONALLY, ANY ITEMS PROPOSED TO BE USED IN THE CONSTRUCTION OF THE PROJECT THAT ARE NOT AS SPECIFIED IN THE PROJECT SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW.

ABBREVIATIONS

LIGHT GAUGE METAL FRAMING

MATERIAL INDEXPROJECT COMPLIANCE

GENERAL CONDITIONS

1. THE GENERAL CONDITIONS OUTLINED IN THE STANDARD FORM AIA A201 OF THE CURRENT EDITION,APPLY TO ALL WORK UNDER THIS CONTRACT.

CODE AUTHORITY

1. ALL WORK TO BE COMPLETED FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLECODE AND REGULATORY AUTHORITIES OUTLINED ON SHEET G100. ADDITIONALLY ALL WORK PERFORMEDSHALL CONFORM TO MUNICIPAL, LOCAL, STATE & FEDERAL LAWS NOT SPECIFICALLY CITED WITHIN THEPLANS DOCUMENTATION.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL FEES ASSOCIATED WITH OBTAINING ALL REQUIRED PERMITS, INCLUDINGALL INSPECTION APPROVALS REQUIRED FOR THE EXECUTION OF WORK COMPLETED.

3. THE STRICTEST CONFORMANCE OF CONSTRUCTION SHALL BE PROVIDED FOR INSTANCES OF CONFLICTING CODE APPLICATIONS, CONTRACTUAL AND/OR PLANS DOCUMENTATION. IN THE EVENT THE CONTRACTOR DISCOVERS AN INTERPRETED CONFLICT OR DISCREPANCY, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF RECORD FORCLARIFICATION AND RESOLUTION PRIOR TO COMMENCEMENT OF FURTHER WORK ASSOCIATED WITH THE ITEMIN QUESTION AND SHALL BE RESPONSIBLE FOR ALL CORRECTIVE ACTION SHOULD THIS DIRECTIVE NOT BE ADHERED.

SUMMARY

1. THE PROJECT SCOPE OF WORK AS PROVIDED IN THE PLANS DOCUMENTATION & SPECIFICATIONS IS A COMMERCIAL INTERIOR TENANT BUILD-OUT.

2. THE PLANS DOCUMENTATION AND ASSOCIATED SPECIFICATIONS ARE INTENDED AS THE BASIS OF DESIGN FOR THE CORRECT COMPLETION OF THE PROJECT APPROPRIATED FOR THE OWNER'S USE.

MATERIALS & SUBSTITIONS

1. MATERIALS SHALL BE PROVIDED AS SPECIFIED. PROPOSED ALTERNATES FOR ALL DIVISIONS OF CONSTRUCTION SHALL CONFORM WITH THE MASTERFORMAT SPECIFICATION PROVIDED AND SUBMITTED TO THE ARCHITECT OF RECORD PRIOR TO SUPPLY & INSTALLATION. SEE SHEET G001 FOR REQUIRED SHOP DRAWING SUBMITTALS FOR ACCEPTANCE BY THE ARCHITECT OF RECORD.

CHANGE MODIFICATIONS

1. UPON OWNER APPROVAL, REQUIRED MODIFICATIONS TO THE CONSTRUCTION SHALL BE PROVIDED BY THE ARCHITECTOF RECORD THROUGH A REVISION BULLETIN & NARRATIVE OUTLINING THE CHANGES PROPOSED. ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE CORRESPONDING COST PROPOSALS FOR OWNER APPROVAL PRIOR TO SUPPLY & INSTALLATION OF THE WORK.

PAYMENT

1. PAYMENT SHALL BE APPLIED FOR BY THE CONTRACTOR PER THE CONTRACTUAL AGREEMENT APPROVED BY THE OWNER.IF NO SUCH AGREEMENT EXISTS, STANDARD AIA G702 APPLICATION & PAYMENT CERTIFICATIONS SHALL BE REQUIRED WITHALL CORRESPONDING LIEN WAIVERS, PROOF OF INSURANCE AND PAYMENT REQUESTS PROVIDED.

INSTALLATION

1. IN THE EVENT THAT UNSATISFACTORY CONDITIONS EXIST WITHIN THE PROJECT BOUNDARY, THE CONTRACTORSHALL NOT PROCEED WITH WORK UNTIL CORRECTIVE ACTION HAS BEEN MADE TO BRING CONDITIONS BACK TOTHE APPROPRIATE STANDARD OF CARE.

2. MATERIALS SHALL BE INSTALLED PER THE MANUFACTUER RECOMMENDED MEANS AND METHODS OUTLINEDIN THE ACCEPTED SUBMITTALS.

3. ALL DAMAGED CONSTRUCTION DURING INSTALLATION SHALL BE CORRECTED, RESTORED & REPLACED ASREQUIRED AT NO ADDITIONAL COST TO THE OWNER.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS OUTLINED IN THE PLANS DOCUMENTATION PRIOR TO SUPPLY & INSTALLATION OF ALL WORK.

FACILITIES

1. THE CONTRACTOR SHALL ADHERE TO ALL BUILDING RULES & REGULATIONS.

2. TEMPORARY UTILITY SERVICES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR.

3. TEMPORARY SEPARATION BARRIERS SHALL BE PROVIDED TO SAFEGUARD THE PUBLIC.

4. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF ALL EXISTING CONSTRUCTION OF ADJACENT AREASIN THE DIRECTOR OR INDERECT PROXIMITY OF THE PROJECT LOCATION TO PREVENT THE CONTAMINATION OF MATERIALS FROM CONSTRUCTION.

5. MEANS & METHODS OF MATERIAL DISPOSAL SHALL BE COORDINATED WITH BUILDING MANAGEMENT & CONFORM WITH ALL BUILDING RULES & REGULATIONS. SEE PLANS FOR ADDITIONAL REQUIREMENTS.

6. LIFE SAFETY & EGRESS SHALL BE MAINTAINED THROUGHOUT THE PROCESS OF CONSTRUCTION.

7. ALL REQUIRED EXTRA MATERIALS & ATTIC STOCK STORAGE SHALL BE COORDINATED WITH THE OWNER & BUILDING MANAGEMENT PRIOR TO CONSTRUCTION FINALIZATION.

PROJECT CLOSEOUT

1. FINAL CLEANING SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO OWNER ACCEPTANCE & OCCUPANCY OF THE SPACE. THIS INCLUDES ALL ELEMENTS OF THE PROJECT & CONSTRUCTION IN ITS ENTIRETY, INCLUDING ALL BUILDING COMMON AREAS UTILIZED BY THE CONTRACTOR.

2. PRIOR TO FINAL INSPECTIONS, THE ARCHITECT OF RECORD WILL PROVIDE (1) PUNCH LIST WALK-THROUGH WITHTHE CONTRACTOR ON-SITE FOR CORRECTION. ALL CORRECTIVE ACTION REQUIRED MUST BE COMPLETED PRIORTO OWNER OCCUPANCY OR OWNER ACCEPTANCE.

3. RECORD DOCUMENTATION OF ALL CONSTRUCTION MODIFIED BEYOND STANDARD CONSTRUCTION PRACTICE SHALLBE PROVIDED TO THE ARCHITECT OF RECORD FOR AS-BUILTS.

4. ALL TEMPORARY SERVICES, BARRIERS, PROTECTION, ETC. SHALL BE REMOVED PRIOR TO OWNER OCCUPANCY ANDPREPARED FOR FINAL CLEANING.

5. ALL DAMAGE TO THE EXISTING BUILDING SHALL BE CORRECTED & RESTORED TO ITS PRE-EXISTING CONDITION PRIOR TO OWNER OCCUPANCY.

6. OPERATION MANUALS AND ASSOCIATED WARRANTIES SHALL BE PROVIDED TO THE OWNER PRIOR TO OCCUPANCY.THE CONTRACTOR SHALL TRAIN THE OWNER FOR OPERATION OF ALL ACCESSIBLE & USER CONTROLLED SYSTEMS.

# DATE DESCRIPTION3/13/2020 30% DD SET3/31/2020 60% DD SET4/17/2020 PERMIT + BID SET

UP

DN

DNR

EF.

UP

1 11 1 1

11

1

1 11 12 2

22

22

22

22 222222222222222222

22

22

22

22

22

22

2

22 22222222222222222

22

22

22

2

1 11 1 1

1 11 1

1 11

1 1

11

11

11

11

BL

BL

2

A B C BL BL

BL

BL

BL

513 SF

GROUP TRAINING007

OCC. 35158 SF

CLOSET008

110 SF

SERVERROOM

009

419 SF

INNOVATIONROOM

003

OCC. 28

CORRIDOR001

203 SF

OFFICE002

OCC. 3

STAIRX01

ELEVATORX06

STAIRX02 WOMEN'S RR

006MEN'S RR

004JAN.

005

008

X02

005

009

X01

010

STORAGE

STORAGE

FIRE SPRINKLERSYSTEM ROOM/

MECHANICALROOM

STORAGE

ELEVATOREQUIPMENT STORAGE

CORR.NOT IN CONTRACT

FE

FE

FE

FE

EX2 EX2

EGRESS TRAVEL DISTANCE: 48'-1"


EM

EM EM

FF

AED

1

D

3

007003A

003B

002

004006 EMEM

EM

EM

AREA OF REFUGE

48" M

IN. A

FF

60" M

AX A

FF

NOTE:TACTILE SIGNAGE DIMENSIONS, MOUNTING CLEARANCES, HEIGHTS, TACTILE CHARACTERS & BRAILETO COMPLY WITH ADA 2010 CHAPTER 7 SECTION 703

EXIT

1 HOUR RATED WALL

EGRESS PATH/ACCESSIBLE PATH

EMERGENCY EXIT SIGN; SEE REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR MORE INFORMATION ON TYPE AND LOCATION

WALL MOUNTED FIRE EXTINGUISHER; FINAL EXTINGUISHER LOCATION AND QUANTITY TO BE DETERMINED BY FIRE MARSHAL

EXIT CLEAR WIDTH: 72"EXIT CAPACITY: 360 OCC.DOOR RATING: N/A

EX1

FE

2 HOUR RATED WALL

1 1

2 2

EXIT CLEAR WIDTH: 36"EXIT CAPACITY: 180 OCC.DOOR RATING: 90 MIN. (EXISTING)

EX2

EXISTING WALL MOUNTED FIRE ALARM PULL

EXISTING WALL MOUNTED AUTOMATED EXTERNAL DEFIBRILLATOR

F

AED

SEE FIRE ALARM & LIFE SAFETY DEVICE LOCATIONS IN ENGINEERING PLANS FOR ADDITIONAL DETAILSSHEET

SHEET TITLE

ISSUE DATE

DRAWN BY


PROJECT NO.

REVISION


NOTICE


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NORTH1/4" = 1'-0"1LOWER LEVEL EGRESS FLOOR PLAN

CODE DATA

TACTILE SIGNAGE

LEGEND

LOCAL BUILDING AUTHORITY:

PLANNING & COMMUNITY DEVELOPMENT DEPARTMENT1 SOUTH SANDUSKY STREETCITY HALL ANNEXDELAWARE, OH 43015740-203-1600


1 5/8/2020 ADDENDUM #1

PROJECT CODE APPLICATIONS:

2019 OHIO BUILDING CODE 2019 OHIO PLUMBING CODE2019 OHIO MECHANICAL CODE2019 NATIONAL ELECTRIC CODE (NEC) - NFPA 702010 ADA STANDARDS FOR ACCESSIBLE DESIGN2012 INTERNATIONAL ENERGY CONSERVATION CODE2010 ASHRAE 90.12019 OHIO FIRE CODENATIONAL FIRE ALARM AND SIGNALING CODE (NFPA 72-16)AUTOMATIC SPRINKLER SYSTEMS (NFPA 13-16)

BUILDING CONSTRUCTION CLASSIFICATION

USE GROUP: B, A-3, S-2 (EXISTING, UNMODIFIED) CONSTRUCTION TYPE: 3B (EXISTING FULLY PROTECTED, RELOCATION

& ADDITION OF EXISTING HEADS AND DEVICES PER LICENSED FIRE ALARM CONTRACTOR PLANS SUBMISSION)

BUILDING ELEMENT (601 TABLE)

PRIMARY STRUCTURAL FRAME: 0 BEARING WALLS EXT: 2 (EXISTING) BEARING WALLS INT: 0 NONBEARING WALLS: 0 FLOOR CONSTRUCTION & SECONDARY: 0 ROOF CONSTRUCTION & SECONDARY: 0 STAIR & ELEVATOR SHAFT: 1 (EXISTING) CORRIDORS: 0

BUILDING AREA

LOWER LEVEL: 5,732 SQ. FT. FIRST FLOOR: 6,727 SQ. FT. SECOND FLOOR: 6,695 SQ. FT.TOTAL EXISTING BUILDING AREA: 19,154 SQ. FT. (EXISTING UNMODIFIED)

PROJECT AREA

LOWER LEVEL: 2,182 SQ. FT. (ALTERNATE SCOPE)FIRST FLOOR: 6,006 SQ. FT. SECOND FLOOR: 5,322 SQ. FT. SECOND FLOOR A-3: 1,244 SQ.FT. TOTAL AREA OF INT. ALTERATION: 14,754 SQ. FT.

OCCUPANCY CALCS

B BUSINESS LOWER LEVEL 2,182 @ 1:100 22 OCC. FIRST FLOOR 6,006 @ 1:100 61 OCC. SECOND FLOOR 5,322 @ 1:100 54 OCC

A-3 ASSEMBLY SECOND FLOOR 1,244 @ 1:15 83 OCC (EXISTING)

S-2 STORAGE / MECHANICAL

LOWER LEVEL 2,919 @ 1:300 10 OCC. (EXISTING)

TOTAL BUILDING OCCUPANCY 230 OCC.

PLUMBING FIXTURE DATA

CHAPTER 29: SECTION 2902 - MINIMUM PLUMBING FACILITIESTABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

WATER CLOSETS

B BUSINESS 1 PER 25 FIRST 50 & 1 PER 50 FOR THE REMAINDER (OFFICE) 50 OCC. @ 1:25 2 WC REQUIRED

180 OCC. @ 1:50 4 WC REQUIREDTOTAL REQUIRED: 6 WC (3 PER SEX)TOTAL PROVIDED: 4 WC, 3 URINALS (MEN) EXISTING

5 WC (FEMALE) EXISTING

LAVATORIES

B BUSINESS 1 PER 40 FIRST 50 & 1 PER 50 FOR THE REMAINDER (OFFICE) 50 OCC. @ 1 PER 40 = 2 LAV

180 OCC. @ 1 PER 50 = 4 LAVTOTAL REQUIRED: 6 LAV (3 PER SEX)TOTAL PROVIDED: 8 TOTAL LAVS EXISTING

DRINKING FOUNTAINS

B BUSINESS 1 PER 100 (OFFICE) 220 OCC. @ 1 PER 100 = 3 DF

TOTAL REQUIRED= 3 DFTOTAL PROVIDED= 3 DF (1 @ LOWER LEVEL)

(1 @ LEVEL 1) (1 @ LEVEL 2)

(EXISTING TO REMAIN)

SERVICE SINK

B BUSINESS (OFFICE) 1 SERVICE SINKTOTAL PROVIDED= 3 SERVICE SINKS


FIRE & LIFE SAFETY

MAXIMUM ALLOWABLE EGRESS TRAVEL DISTANCE: 300'-0"MAXIMUM ALLOWABLE FIRE EXTINGUISHER TRAVEL DISTANCE: 75'-0"

1

DN

DN

DN

DN

DN

DN

UP

DN

DN

REF.

11

1

1 11 1

22

22

22 222222222222222222

22

22

22

22

22

22

2

22 22222

22

22

22

2

1 11 1 1

1 11 1 1

1 1

1 1

11

11

11

1 11 1

22

2

22 222

22

22

22 222222

22 222222

BL

BL

2

A B C BL BL

BL

BL

BL

STAIRX01

STAIRX02

ELEVATORX06

STAIRX03

91 SF

MEETING124

OCC. 2

387 SF

LOBBY125

1292 SF

OPEN OFFICE119

OCC. 14

FILE115

195 SF

OFFICE114

OCC. 3

125 SF

MEETING120

OCC. 6

WOMEN'S RR121

CLOSET122

MEN'S RR123

LOBBY101

ELEVATOR LOBBY103

395 SF

OPEN OFFICE104

OCC. 5 89 SF

OFFICE106

OCC. 2

90 SF

OFFICE107

OCC. 2

MEN'S RR102

JANITOR105

VESTIBULE100

WOMEN'S RR108

56 SF

HUDDLE110

OCC. 2

376 SF

OPEN OFFICE109

OCC. 4

94 SF

OFFICE112

OCC. 2

94 SF

OFFICE111

OCC. 2

STORAGE116

NIGHT DROP118

257 SF

KITCHEN113

OCC. 6

UP

110

111

112

X02A

101

105

106

107

X01A

X01B

124A124B

119120

122

114

115

116

X03

100A

100B

EX1

EXIT

EX1

EXITEX1

2

2

EM

FF

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

EX2AED

EX2

EX1

EX2

EX2

EX2

EX2

EXIT

EXIT

EM EM

EM

EM

EMEM

EM EM





UP

1

D

3

STAIRX04

108 102

109

121 123

EMEM

EM

EM

X02C

125

EM

EM

EM

EM EM

EM

EM

EM

EXIT

1 HOUR RATED WALL





EX1

FE

2 HOUR RATED WALL

1 1

2 2


EX2



F

AED

SEE FIRE ALARM & LIFE SAFETY DEVICE LOCATIONS IN ENGINEERING PLANS FOR ADDITIONAL DETAILS

AREA OF REFUGE

48" M

IN. A

FF

60" M

AX A

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1/4" = 1'-0"1LEVEL 1 EGRESS PLAN NORTH

CODE DATA

TACTILE SIGNAGE

LEGEND




1 5/8/2020 ADDENDUM #12 5/15/2020 ADDENDUM #2








BUILDING AREA


PROJECT AREA


OCCUPANCY CALCS








WATER CLOSETS




LAVATORIES



DRINKING FOUNTAINS



(1 @ LEVEL 1) (1 @ LEVEL 2)


SERVICE SINK



FIRE & LIFE SAFETY


1

2

DN

DN

DN

REF.

1 11 1

11

1

1 112 2

22

22

22

22 222222222222222222

22

22

22

22

22

22

22

22 222222222222222

22

22

22

2

1 11 1 1

1 11 1 1

1 1

1 1

11

11

11

2 22

22 222

22

11

11

11

11 111111

1 1

BL

BL

2

A B C BL BL

BL

BL

BL

125 SF

LEGAL OFFICE203

OCC. 4

141 SF

CA OFFICE202

OCC. 4

143 SF

HR MANAGEROFFICE

204

OCC. 5

104 SF

HR OFFICE205

OCC. 3

104 SF

HR OFFICE206

OCC. 2

102 SF

BA OFFICE207

OCC. 3

106 SF

CA OFFICE208

OCC. 3

345 SF

LARGECONFERENCE

209

OCC. 16

575 SF

INTERACTIVELOUNGE

201

OCC. 8

92 SF

CA OFFICE210

OCC. 3

554 SF

LOBBY200

OCC. 37

180 SF

ACM OFFICE212

OCC. 3

208 SF

CMO OFFICE213

OCC. 3

WOMEN'S RR220

MEN'S RR219JAN.

218

127 SF

COPY/ BREAK216

OCC. 3

481 SF

OPEN OFFICE211

OCC. 2

197 SF

CONFERENCEROOM

215

OCC. 8

1244 SF

COUNCILCHAMBER

221

OCC. 83

CLOSET222

CLOSET223

STAIRX01

STAIRX02

ELEVATORX06

STAIRX03

PASSAGEX05

67 SF

FLEX OFFICE214

OCC. 2

CL.217

210X02D

208 207 206 205 204 203

202

X01C

212

213

214

215A

X05A

X05B

201

216



209EM

F

FE

EX2

F

EM

EM

EM

EM

EM

EM

EM

EM

EX2

EX2

FEFE

FE

FE

FE

218

217

220

219

F

AED

1

D

3

EM

EM

EM

1

1

CL.213A

213A

1

EX2

FE

FE

EX1


221

X01D

215B

223

222


AREA OF REFUGE

48" M

IN. A

FF

60" M

AX A

FF


EXIT

1 HOUR RATED WALL





EX1

FE

2 HOUR RATED WALL

1 1

2 2


EX2



F

AED

SEE FIRE ALARM & LIFE SAFETY DEVICE LOCATIONS IN ENGINEERING PLANS FOR ADDITIONAL DETAILS

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NORTH1/4" = 1'-0"1LEVEL 2 EGRESS PLAN

CODE DATA

TACTILE SIGNAGE

LEGEND




1 5/8/2020 ADDENDUM #1








BUILDING AREA


PROJECT AREA


OCCUPANCY CALCS








WATER CLOSETS




LAVATORIES



DRINKING FOUNTAINS



(1 @ LEVEL 1) (1 @ LEVEL 2)


SERVICE SINK



FIRE & LIFE SAFETY


1

1

1

UP

DN

DNR

EF.

UP

BL

BL

2

A B C BL BL

BL

BL

BL

JANITOR

STAIR

RESTROOMRESTROOM

IT STORAGE

STAIR

STORAGE FIRE SPRINKLER SYSTEM ROOM/ MECHANICAL ROOM

FILE STORAGE

FILE STORAGE

ELEVATOR EQUIPMENT

CORRIDOR

ELEVATOR

CORRIDOR

OFFICE OPEN OFFICE SERVER ROOM BREAKROOM

OFFICE OFFICE

1

1

1 1

1 1

1

11

1

1

2

22

3 3

4

44

4 4

5

6

66

6

6 6

6

77

7

7 7

7

7 7

8

9

8

1010

109

11

109

8

10

8

8

8 8

8

10

9

9

9

9

9

NOT IN CONTRACT

4

4

2 2

12

13

13

13

13 13

14

1

D

3

2

15

16 16

17

17

6 7 8

6

18 1812

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING DOOR, FRAME & HARDWARE TO BE REMOVED

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1/4" = 1'-0"1LOWER LEVEL DEMOLITION PLAN

DEMOLITION GENERAL NOTES:

DEMOLITION KEYED NOTES:

LEGEND

A. ALL DIMENSIONS FOR EXISTING CONSTRUCTION ARE TO FACE OF MASONRY, POURED CONCRETE OR GYPSUM BOARD UNLESS NOTED OTHERWISE.

B. DEMOLITION CONTRACTOR TO CEASE WORK IMMEDIATELY UPON DISCOVERY OF ANY HAZARDOUS MATERIALS AND CONTACT THE OWNER FOR REMEDIATION PROCEDURE. THE LOCATION OF THE HAZARDOUS MATERIAL AND ANY AREA WITHIN DIRECT PROXIMITY SHALL NOT BE ACCESSED UNTIL REMOVAL OF THEHAZARDOUS MATERIAL HAS BEEN COMPLETED IN ITS ENTIRETY.

C. FOR DETAILED MECHANICAL, ELECTRICAL & PLUMBING DEMOLITION, SEE ENGINEERING PLANS.

D. COORDINATE ALL DEMOLITION MATERIAL DISPOSAL PER THE LIMITED SCOPE AS REQUIRED BY THE OWNER.

E. CONTRACTOR TO CLEAR ALL FLOORS OF ANY AND ALL MISCELLANEOUS DEBRIS; PROVIDE GENERAL CLEANING THROUGHOUT.

F. SEE SPECIFICATION FOR ADDITIONAL DEMOLITION REQUIREMENTS.G. ALL EXISTING FIRE RATED ASSEMBLIES AFFECTED BY SELECTIVE DEMOLITION

SHALL BE RETURNED TO THE LISTED ASSEMBLIES COMPLIANT CONSTRUCTION CONDITION.

H. ALL WET WALL & ADJACENT GWB FINISHED SURFACES SHALL BE EXAMINED BY THE CONTRACTOR FOR WATER DAMAGE. IN THE EVENT THAT WATER DAMAGE IS PRESENT, THE CONTRACTOR SHALL REMOVE & REPLACE THE EXISTING GWB WITH A WET-RATED MOLD-RESISTANT GWB FINISH OF THE SAME THICKNESS.

I. REMOVE EXISTING SOFFITS AND BULKHEADS NOT SHOWN IN NEW CONSTRUCTION CEILING PLAN.

J. ALL WORK INDICATED IN PLAN AT THE LOWER LEVEL SHALL BE CONSIDERED AS ALTERNATE SCOPE OF WORK AND PRICED ACCORDINGLY AS A SEPARATE LINE ITEM COST FOR CONSTRUCTION BID SUBMISSIONS

NORTH

1 IN AREAS OF DEMOLITION, REPAIR ALL FLOOR AND WALL CONSTRUCTION SHOWN ASEXISTING TO REMAIN. PREP TO RECEIVE NEW FINISHES AS SCHEDULED.

2 REMOVE EXISTING FINISH FLOORING AND PERIMETER WALL BASE THROUGHOUT. REPAIRSUBSTRATE IF NEEDED AND PREP TO RECEIVE NEW FINISHES.

3 DEMOLISH EXISTING WALLS AND PARTITIONS IN AREA AS SHOWN. PATCH EXISTINGCONSTRUCTION TO REMAIN AS REQUIRED; PREP TO RECEIVE NEW FINISHES AS SCHEDULED.

4 REMOVE EXISTING DOORS, FRAMES, AND HARDWARE IN AREA AS SHOWN. SEE NEWCONSTRUCTION PLANS FOR SCOPE OF WORK DETAILS.

5 MAINTAIN EXISTING CABINETRY; CLEAN AND PROVIDE NEW LAMINATE FINISH PER FF&EPLANS. REMOVE BASE CABINET ADJACENT TO SINK AS INDICATED IN PLAN FOR NEWDISHWASHER PER NEW CONSTRUCTION PLANS.

6 MAINTAIN EXISTING CEILING GRID; REMOVE AND REPLACE CEILING TILE PER NEWCONSTRUCTION PLANS.

7 DISCONNECT AND REMOVE ALL EXISTING LIGHT FIXTURES AND ALL ASSOCIATED WIRING.PROVIDE NEW SWITCHING PER ELECTRICAL LIGHTING PLANS.

8 MAINTAIN EXISTING MECHANICAL DEVICES AS REQUIRED PER NEW MECHANICAL PLANS;PATCH AND REPAIR EXISTING CONSTRUCTION AS REQUIRED IN LOCATIONS OF EXISTINGDEVICE REMOVAL; SEE NEW MECHANICAL PLANS FOR DETAILS.

9 REMOVE EXISTING WAYFINDING, WALL ART, AND WALL MOUNTED DECORATION. PROTECT ANDRETURN ALL FURNISHINGS TO THE OWNER FOR STORAGE AND REUSE.

10 REMOVE ALL MISCELLANEOUS ACCESSORIES, APPLIANCES, AND EQUIPMENT. PATCH ANDREPAIR EXISTING CONSTRUCTION TO REMAIN AS REQUIRED.

11 ALL EXISTING TILED WAINSCOTING TO REMAIN; PREP TO RECEIVE NEW CLADDED WALL FINISHPER NEW CONSTRUCTION PLANS.

12 REMOVE EXISTING WALL TILE; PREP EXISTING CONSTRUCTION TO REMAIN TO RECEIVE NEWFINISHES.

13 REMOVE EXISTING WINDOW TREATMENT AT EXTERIOR WINDOWS AND PREP EXISTINGOPENING TO RECEIVE NEW MANUAL SHADES PER NEW CONSTRUCTION PLANS.

14 REMOVE EXISTING SIGNAGE AND TEMPORARY LABELING AND LEFTOVER ADHESIVE FROMELEVATOR CAB INTERIOR; PROTECT CAB INTERIOR AND INCLUDE IN FINAL CLEANING UPONSUBSTANTIAL COMPLETION.

15 REMOVE AND REPLACE EXISTING ACT AND GRID; NEW CEILING GRID TO ALIGN w/ EXISTINGGRID TO REMAIN AT ADJOINING ROOM PER NEW CONSTRUCTION PLANS.

16 REMOVE EXISTING SINK, FAUCET AND VANITY. CUT PIPING BACK AND CAP LINES UNTIL NEWFIXTURES ARE INSTALLED, HOLD FAUCET FOR REUSE. REFER TO PLUMBING DRAWING FOREXTENT OF DEMOLITION. REFER TO NEW CONSTRUCTION PLAN FOR LOCATION OF NEWFIXTURES.

17 REMOVE EXISTING STAIR TREAD OR CARPET FINISH AND ADHESIVE; SEE FF&E PLANS FORNEW FINISH DETAILS.

18 REMOVE EXISTING GWB, PLASTER OR BACKER BOARD TO TOP COURSE OF EXISTING WALLTILE TO BE REMOVED. REPLACE PER FF&E GENERAL NOTATION PROVIDED.


DN

DN

DN

DN

DN

DN

UP

DN

REF

.

DN

BL

BL

2

A B C

10' -

4"

BL BL

BL

BL

BL

OFFICE OFFICE

OFFICE

MAIL/RECEPTION

VESTIBULE

HALL

STAIR

RESTROOMRESTROOM

HALL

ELEVATOR LOBBY STAIR

LOBBY

ELEVATOR

ELEVATOR LOBBY

RESTROOMRESTROOM

OFFICEIT ROOM/STORAGE

OFFICE

CLOSET

OPEN OFFICE/ FILE STORAGE

KITCHEN

CLOSET

INCOME TAX DEPARTMENT

STAIRDRIVE-THRU

OFFICE OFFICE

DEPARTMENT OF ADMINISTRATIVE

SERVICES

CLOSET

1

2

UP

3 3

3 3 3

3

3

3

3 3

3

3

3

3

3

3

3

3

33

3

3

1

1

1

1 1 4

5

6

7

8

9

10 11

12

13

1414

15

16

17

18

19

20

1 12

17

1414

1

7 7

7

7

11 8 8

9 911 11

12

18

21

22

5 55

11 14 4 4

6 6 68 883' -

6"3'

- 11

1/2

"

1

1

1

4 4

4

5 56

6

6

8 8

8

8

9 9

9

9 10

11 11

11

12

12

12

1211

1 8

11 12 17

22

1

17 22

23

4

4

5

5 5

6

6

8

8 8

9

9

9

11 12

11 12 11 12

9 11

8

9 11

5

5

5

5

5

31 8

9 11

9 9 911 11 1112 12 12

1

8 11

12 2217

17 22

24

6

11 12

24

1 8 11

12

8 11

1 8 11 12

22 24

1

4

4

41

1

1

1

5

6

6

6

6

4

4

4

6 8 9

12

8

8

8

8

9

9

9

9

10 11

12 11 12

11

11 12

1 8 11

12 25 1 3 6

269 11 12

UP

STAIR

5

5

27 27

27 27

28 28 2826 26 26

28

2828

26

2626

2826

28

28 28

28

26

26

2626

26

1 8 11 12

17 22 24

1

D

329

30

31

31

31

31

3232

32

32

10' -

8"

21' - 0"

2' -

2"

2

2

5' -

5"5'

- 3"

2' - 0"

23

33

33

3315

33 33

33

8

22 24

34

35

36

3737

1 3

3

37

37

221211

8

25 25

25

25

25 25

38

38 38

38 38





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DEMOLITION KEYED NOTES:1 IN AREAS OF DEMOLITION, REPAIR ALL FLOOR AND WALL CONSTRUCTION SHOWN AS

EXISTING TO REMAIN. PREP TO RECEIVE NEW FINISHES AS SCHEDULED.2 EXISTING DOORS AND FRAME TO REMAIN; REMOVE AND REPLACE EXISTING LEVER AND

ACCESS CONTROL HARDWARE; REPLACE PER NEW CONSTRUCTION PLANS.3 REMOVE EXISTING FINISH FLOORING AND PERIMETER WALL BASE THROUGHOUT. REPAIR

SUBSTRATE IF NEEDED AND PREP TO RECEIVE NEW FINISHES.4 DEMOLISH EXISTING WALLS AND PARTITIONS IN AREA AS SHOWN. PATCH EXISTING

CONSTRUCTION TO REMAIN AS REQUIRED; PREP TO RECEIVE NEW FINISHES AS SCHEDULED.5 REMOVE EXISTING DOORS, FRAMES, AND HARDWARE IN AREA AS SHOWN. SEE NEW

CONSTRUCTION PLANS FOR SCOPE OF WORK DETAILS.6 DEMO EXISTING CEILING AND GRID THROUGHOUT; REPLACE CEILING AS REQUIRED PER NEW

CONSTRUCTION CEILING PLANS.7 REMOVE EXISTING SINK, FAUCET AND VANITY. CUT PIPING BACK AND CAP LINES UNTIL NEW

FIXTURES ARE INSTALLED, HOLD FAUCET FOR REUSE. REFER TO PLUMBING DRAWING FOREXTENT OF DEMOLITION. REFER TO NEW CONSTRUCTION PLAN FOR LOCATION OF NEWFIXTURES.



10 DEMOLISH ALL EXISTING CABINETRY, MILLWORK, AND SHELVING THROUGHOUT. REPAIREXISTING WALLS TO REMAIN AS REQUIRED AND PREP TO RECEIVE NEW FINISHES.



13 REMOVE EXISTING WALLCOVERINGS THROUGHOUT; SKIM AND PREP WALLS TO RECEIVE NEWFINISH; SEE FF&E PLANS FOR DETAILS.

14 REMOVE EXISTING RESTROOM ACCESSIBLITY HARDWARE, DISPENSERS AND ACCESSORIES;PROTECT AND STORE FOR REINSTALLATION PER NEW CONSTRUCTION PLANS.

15 REMOVE EXISTING 5'x5' RECESSED WALK-OFF MAT AND REPLACE PER NEW CONSTRUCTIONPLANS.

16 REMOVE BUILT IN RECEPTION DESK. PATCH AND REPAIR EXISTING CONSTRUCTION ATOPENING AS NEEDED AND PREP FOR NEW WORK.

17 ALL EXISTING TILED WAINSCOTING TO REMAIN; PREP TO RECEIVE NEW CLADDED WALL FINISHPER NEW CONSTRUCTION PLANS.

18 REMOVE EXISTING SIGNAGE AND TEMPORARY LABELING AND LEFTOVER ADHESIVE FROMELEVATOR CAB INTERIOR; PROTECT CAB INTERIOR AND INCLUDE IN FINAL CLEANING UPONSUBSTANTIAL COMPLETION.

19 REMOVE SERVICE WINDOW AND ALL ASSOCIATED HARDWARE AND COUNTERTOPS.20 REMOVE EXISTING MAIL BOX AND ALL ASSOCIATED HARDWARE AND ACCESSORIES.21 REMOVE EXISTING DRIVE-THRU WINDOW AND DROP BOX EQUIPMENT; INFILL OPENING AND

PROVIDE NEW NIGHT DROP EQUIPMENT PER NEW CONSTRUCTION PLANS.22 MAINTAIN EXISTING CEILING; CLEAN AND PREP TO RECEIVE NEW FINISH PER NEW

CONSTRUCTION PLANS.23 REMOVE PORTION OF WALL AND PREP OPENING FOR NEW CONSTRUCTION AS REQUIRED.

REFER TO NEW WORK DRAWINGS.24 MAINTAIN EXISTING FLOORING; CROWN MOLDING, WAINSCOTING AND TRIM AT THIS

LOCATION. EXISTING FINISHES TO BE PROTECTED UNTIL SUBSTANTIAL COMPLETION ANDREPAIRED IF DAMAGED.

25 MAINTAIN EXISTING CEILING GRID; REMOVE AND REPLACE CEILING TILE PER NEWCONSTRUCTION PLANS.

26 REMOVE EXISTING WINDOW TREATMENT AT EXTERIOR WINDOWS AND PREP EXISTINGOPENING TO RECEIVE NEW MANUAL SHADES PER NEW CONSTRUCTION PLANS.

27 REMOVE EXISTING WALL TILE; PREP EXISTING CONSTRUCTION TO REMAIN TO RECEIVE NEWFINISHES.

28 EXISTING REGISTERS AT EXTERIOR WALL PERIMETER TO BE PROTECTED AND MAINTAINED;REMOVE AND REPLACE ANY EXISTING DAMAGED REGISTERS AS REQUIRED.

29 EXISTING FIXED WINDOW TO REMAIN.30 CONTRACTOR TO INVESTIGATE PORTION OF EXISTING WALL CONSTRUCTION TO DETERMINE

IF EXISTING LOAD BEARING CONSTRUCTION; CONTACT THE ARCHITECT OF RECORD ONCECONFIRMED FOR FEASIBILITY OF DEMOLITION.

31 GRIND AND SEAL OF EXISTING CONCRETE; PROVIDE NEW POLISHED FINISH PER FF&ESCHEDULE.

32 EXTENT OF GRIND AND SEAL FOR POLISHED CONCRETE FINISH.33 REMOVE AND REPLACE DOOR AND HARDWARE; MAINTAIN EXISTING FRAME FINISH PER NEW

CONSTRUCTION PLANS.34 REMOVE EXISTING CEILING TILE AND LIGHTING TO LINE OF EXTENT AT BULKHEAD INDICATED

IN PLAN; EXISTING BULKHEAD AND CEILING GRID TO REMAIN, FINISH PER NEW CONSTRUCTIONPLANS.

35 REMOVE AND RELOCATE EXISTING 24" WALL MOUNTED I.T. RACK AND ASSOCIATED CABLINGAT FILE AREA PER NEW CONSTRUCTION AND EQUIPMENT PLANS.

36 RELOCATE SECURITY CONTROL PANEL AND LOCK BOX EQUIPMENT AS INDICATED IN NEWCONSTRUCTION FF&E PLAN.

37 REMOVE EXISTING STAIR TREAD OR CARPET FINISH AND ADHESIVE; SEE FF&E PLANS FORNEW FINISH DETAILS.

38 REMOVE EXISTING GWB, PLASTER OR BACKER BOARD TO TOP COURSE OF EXISTING WALLTILE TO BE REMOVED. REPLACE PER FF&E GENERAL NOTATION PROVIDED.

LEGEND

1/4" = 1'-0"1LEVEL 1 DEMOLITION PLAN NORTH









I. REMOVE EXISTING SOFFITS AND BULKHEADS NOT SHOWN IN NEW CONSTRUCTION CEILING PLAN


DN

DN

DN

REF

.

BL

BL

2

A B C BL

BL

BL

BL

8' - 1 1/4"13"6' - 6"

STAIR

STAIR

ELEVATOR

OFFICE

STAIR

OFFICE COPY/BREAK CONFERENCE

CLOSET

RESTROOM

RESTROOM

CORRIDOR

CLOSET

COUNCIL CHAMBER

CLOSET

OFFICEOFFICEOFFICEOFFICEOFFICEOFFICEOFFICE

OPEN OFFICE

CLOSET

CLOSET

CLOSET

4" 6' - 6" 2' - 3" 6' - 6"

11' - 9"

OPEN OFFICE

1 1 1

11

1 1 1 1

1

1

1

1 1 1

1

1

1

1

1

2 2 2 2 2 2

2

3

4 4 4 45 6

7

8

5 5

3

5

3

4 5

3

4 5

3

4 56

6

6 6 6 6

9

9

10

11

12

3

8 8

8

7 7 7 7 7 10101010101011 11 11 11 11 11 11

11

13

13

3

4

7 10

142 3

4 6 7

10 11

2

2

4

6 7 10

11

13

11

6

10

2 6

10 11

ELEVATOR LOBBY

2 3

5 6

7 10 11

2 3

5 6 7

15

16

17

17

10 11

3

4 6

7

5

10 11

2

12

6

7

2 6

7

126

15

2 3 4

5 7

8

11

6 10

11 17

2 6

7 10

1' - 3"

8

4

4

18

18 19

19

20

21 20 20 20 20 20 2021 21 21 21 21 21

23

7

6

2121

21

2020

20

22

1

D

3

9' - 11" 4' - 11" 15' - 8" 12' - 11"

4' -

2"

8' - 10"

4' -

4"

4' -

0"

11' - 2"

4' -

6"

15' - 8"

23

2424

24

24

24

23

24

2424

5' - 0"

24

23

23

15' - 3"

25

25

25

25

25

18

26

27

12

27

2

10

1711

6

12

27

2

11

6

17

10

1

27

17

28

17

17

17

17

17

29

29

1

6

13

7

2

5

4

11 2028 30 31

32

32

26

32

321

13

17

7

2

64

1

7

52

6 13





SHEET

SHEET TITLE

ISSUE DATE

DRAWN BY


PROJECT NO.

REVISION


NOTICE


PRO

JEC

T

CLIENT


5/14

/202

0 12

:25:

14 P

M

LEVEL 2 DEMOLITION PLAN

D102

CA/LK


KB/SA

4/17/2020

64-12A06-00

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L

1/4" = 1'-0"1LEVEL 2 DEMOLITION PLAN

DEMOLITION KEYED NOTES:

LEGEND


NORTH

1 IN AREAS OF DEMOLITION, REPAIR ALL FLOOR AND WALL CONSTRUCTION SHOWN ASEXISTING TO REMAIN. PREP TO RECEIVE NEW FINISHES AS SCHEDULED.

2 REMOVE EXISTING FINISH FLOORING AND PERIMETER WALL BASE THROUGHOUT. REPAIRSUBSTRATE IF NEEDED AND PREP TO RECEIVE NEW FINISHES.

3 DEMOLISH EXISTING WALLS AND PARTITIONS IN AREA AS SHOWN. PATCH EXISTINGCONSTRUCTION TO REMAIN AS REQUIRED; PREP TO RECEIVE NEW FINISHES AS SCHEDULED.

4 REMOVE EXISTING DOORS, FRAMES, AND HARDWARE IN AREA AS SHOWN. SEE NEWCONSTRUCTION PLANS FOR SCOPE OF WORK DETAILS.

5 DEMO EXISTING CEILING AND GRID THROUGHOUT; REPLACE CEILING AS REQUIRED PER NEWCONSTRUCTION CEILING PLANS.



8 REMOVE PORTION OF WALL AND PREP OPENING FOR NEW CONSTRUCTION AS REQUIRED.REFER TO NEW WORK DRAWINGS.

9 REMOVE EXISTING RESTROOM ACCESSIBLITY HARDWARE, DISPENSERS AND ACCESSORIES;PROTECT AND STORE FOR REINSTALLATION PER NEW CONSTRUCTION PLANS.



12 REMOVE EXISTING SINK, FAUCET AND VANITY. CUT PIPING BACK AND CAP LINES UNTIL NEWFIXTURES ARE INSTALLED, HOLD FAUCET FOR REUSE. REFER TO PLUMBING DRAWING FOREXTENT OF DEMOLITION. REFER TO NEW CONSTRUCTION PLAN FOR LOCATION OF NEWFIXTURES.

13 REMOVE EXISTING WALLCOVERINGS THROUGHOUT; SKIM AND PREP WALLS TO RECEIVE NEWFINISH; SEE FF&E PLANS FOR DETAILS.

14 REMOVE THRU-WALL CABINETRY AND ASSOCIATED CONSTRUCTION, INFILL WALL AND PREPTO RECEIVE FINISHES PER NEW CONSTRUCTION PLANS.

15 DEMOLISH ALL EXISTING CABINETRY, MILLWORK, AND SHELVING THROUGHOUT. REPAIREXISTING WALLS TO REMAIN AS REQUIRED AND PREP TO RECEIVE NEW FINISHES.

16 REMOVE SERVICE WINDOW AND ALL ASSOCIATED HARDWARE AND COUNTERTOPS.17 MAINTAIN EXISTING CEILING GRID; REMOVE AND REPLACE CEILING TILE PER NEW

CONSTRUCTION PLANS.18 MAINTAIN STALL PARTITIONS; PREP TO RECEIVE NEW POWDER COATED FINISH.19 REMOVE EXISTING WALL TILE; PREP EXISTING CONSTRUCTION TO REMAIN TO RECEIVE NEW

FINISHES.20 REMOVE EXISTING WINDOW TREATMENT AT EXTERIOR WINDOWS AND PREP EXISTING

OPENING TO RECEIVE NEW MANUAL SHADES PER NEW CONSTRUCTION PLANS.21 EXISTING REGISTERS AT EXTERIOR WALL PERIMETER TO BE PROTECTED AND MAINTAINED;

REMOVE AND REPLACE ANY EXISTING DAMAGED REGISTERS AS REQUIRED.22 REMOVE EXISTING SIGNAGE AND TEMPORARY LABELING AND LEFTOVER ADHESIVE FROM

ELEVATOR CAB INTERIOR; PROTECT CAB INTERIOR AND INCLUDE IN FINAL CLEANING UPONSUBSTANTIAL COMPLETION.

23 GRIND AND SEAL OF EXISTING CONCRETE; PROVIDE NEW POLISHED FINISH PER FF&ESCHEDULE.

24 EXTENT OF GRIND AND SEAL FOR POLISHED CONCRETE FINISH.25 REMOVE AND REPLACE DOOR AND HARDWARE; MAINTAIN EXISTING FRAME FINISH PER NEW

CONSTRUCTION PLANS.26 REMOVE EXISTING WOOD CHAIR RAIL AND WALL BASE THROUGHOUT; PATCH AND REPAIR

WALLS AS REQUIRED.27 REMOVE EXISTING STAIR TREAD OR CARPET FINISH AND ADHESIVE; SEE FF&E PLANS FOR

NEW FINISH DETAILS.28 MAINTAIN EXISTING CEILING; CLEAN AND PREP TO RECEIVE NEW FINISH PER NEW

CONSTRUCTION PLANS.29 REMOVE EXISTING GWB, PLASTER OR BACKER BOARD TO TOP COURSE OF EXISTING WALL

TILE TO BE REMOVED. REPLACE PER FF&E GENERAL NOTATION PROVIDED.30 PROTECT AND MAINTAIN EXISTING ACILLARY SEATING AND MILLWORK TO REMAIN.31 REMOVE AND REINSTALL ALL EXISTING DEVICES AT NEW ACT AND GRID CEILING.32 REMOVE AND PROTECT EXISTING LED MONITORS, TECH EQUIPMENT AND SIGNAGE FOR

REINSTALLATION AT EXISTING LOCATIONS.









I. REMOVE EXISTING SOFFITS AND BULKHEADS NOT SHOWN IN NEW CONSTRUCTION CEILING PLAN.


1 5/8/2020 ADDENDUM #1

1

1

1

1

UP

DN

DNR

EF.

UP


NEW SWING DOOR

NEW WALL CONSTRUCTION

BL

BL

2

A B C BL BL

BL

BL

BL

STAIRX01

ELEVATORX06

STAIRX02

FIRE SPRINKLERSYSTEM ROOM/

MECHANICALROOMSTORAGE

STORAGE

CORRIDOR001

WOMEN'S RR006

JAN.005

MEN'S RR004

CLOSET008

SERVER ROOM009 INNOVATION

ROOM003

OFFICE002

STORAGE

CORR.

ELEVATOREQUIPMENT

STORAGE

GROUP TRAINING007

X02

008

009

X01

A4002B

1

1A400

NOT IN CONTRACT

007003A

003B

002

1

D

3

DW

2

3

C

C

C

4

4

5

4

4

4

5

5

5

6

6

6

6 6

6

6

6

11' - 5"

DEFLECTION GAP, TYP.

SLIP TRACK SYSTEM, TYP.; COMPLY W/UL-2079 CYCLICAL DESIGN FOR RATED ASSEMBLIES

20 GA. STEEL STRAPS OR Z-BARS AT 16" O.C. MAX. CONT. PLATE NOT REQUIRED; SECURE W/POWER DRIVEN FASTENER @ 12" O.C. W/MFR. RECOMMENDED EMBEDMENT, TYP.

STRUCTURE ABOVE

4 7/8" TYP.

PLAN VIEW

SECTION VIEW

LINE OF CEILING

MINERAL WOOD OR CONT. FIREPROOFING FORRATED ASSEMBLIES

(1) LAYER 5/8" FIRECODE TYPE "X" GWB EA. SIDE @ DEFLECTION COVERAGE FOR RATED ASSEMBLIES

4"

(1) LAYER 5/8" FIRECODE TYPE "X" GWB EA. SIDE @ FOR RATED ASSEMBLIES

FOLD OVER LEGS OF STUD ATTACH KICKER TO STRUCTURE ABOVE WITH POWER DRIVEN FASTENER

3 5/8" 20 GA. METAL STUD KICKER AT 48" O.C. EACH DIRECTION

4 7/8" TYP.

PLAN VIEW

SECTION VIEW

LINE OF CEILING

4"

SEE GENERAL NOTES FOR SOUND BATT INSULATION REQUIREMENTS

(1) LAYER 5/8" GWB EA. SIDE ON 3 5/8" 20 GA. MIN. MTL STUD FRAMING @ 16" O.C.


3 5/8" 20 GA. MTL STUD FRAMING @ 16" O.C. w/ (1) LAYER 5/8" FINISHED GWB EA. SIDE


3 5/8" 20 GA. MTL STUD FRAMING @ 16" O.C. w/ (1) LAYER 5/8" FIRECODE GWB EA. SIDE & MIN. 3" THICK MINERAL WOOL INSULATION

4-7/8" UL U419 1-HR PARTITION, STC 49

A

B

1B

PLAN VIEW

SECTION VIEW

2 1/8"

(1) LAYER 5/8" FIRECODE TYPE "X" GWB ON 20 GA. MIN. HAT CHANNEL FRAMING

1-1/2" 20DW GA. MIN. HAT CHANNEL FURRING HORIZONTAL @ 16" O.C. OVER EXISTING FINISHED WALL SURFACE

EXISTING WALL CONSTRUCTION TO REMAIN

1-1/2" 20DW GA. MIN. HAT CHANNEL FURRING HORIZONTAL @ 16" O.C. OVER EXISTING FINISHED WALL SURFACE; EXTEND NEW LAYER OF GWB FLUSH W/T.O. EXISTING WALL BASE PER A500 SECTION DETAILS PROVIDED

SEE A500 SERIES SHEETS FOR ADDITIONAL DETAIL.

C

FINISHED WALL COVERING PER FF&E SCHEDULE

SHEET

SHEET TITLE

ISSUE DATE

DRAWN BY


PROJECT NO.

REVISION


NOTICE


PRO

JEC

T

CLIENT


5/14

/202

0 12

:21:

46 P

M

LOWER LEVEL CONSTRUCTIONPLAN

A100

CA/LK


KB/SA

4/17/2020

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A. ALL NEW INTERIOR WALL PARTITIONS TO BE TYPE "A" UNLESS NOTED OTHERWISE.B. U.N.O. ALL EXISTING COLUMNS ARE TO BE WRAPPED & FURRED W/2-1/2" 25 GA. MIN. METAL

STUD FRAMING @ 16" O.C. W/(1) ONE LAYER OF 5/8" FINISHED FIRE CODE TYPE "X" GWB; HOLD FINISH FRAMING HEIGHT IN ALIGNMENT W/ HEAD HEIGHT OF EXISTING EXTERIOR WALL STOREFRONT SYSTEMS; V.I.F.

C. ALL DIMENSIONS TO EXISTING CONSTRUCTION ARE TO FACE OF MASONRY, POURED CONCRETE OR GYPSUM BOARD UNLESS NOTED OTHERWISE.

D. ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO THE FIRST LINE OF FRAMING, UNLESS NOTED OTHERWISE.

E. EXTERIOR WALLS TO BE FURRED W/2-1/2" METAL STUD FRAMING @ 16" O.C. & INSULATED W/ CONT. 2-1/2" BATT INSULATION @ STUD CAVITY; CONTRACTOR TO PROVIDE FINISHED LAYER OF FIRE CODE TYPE "X" GWB; SEE A103 FOR FINISH SCHEDULING.

F. ALL NEW INTERIOR WALL PARTITIONS TO BE CONSTRUCTED PER THE SCHEDULED ASSEMBLY DETAILS & MANUFACTURER REQUIREMENTS.

G. ALL EXPOSED ELEMENTS ABOVE THE EXTERIOR STOREFRONT HEAD HEIGHT, INCLUDING FINISHED GWB, STRUCTURAL DECKING, STRUCTURAL MEMBERS, FIRE SUPPRESSION LINES, ELECTRICAL CONDUIT, MECHANICAL EQUIPMENT AND DUCTWORK ARE TO BE PAINTED PER THE SCHEDULED FINISH APPLICATION ON SHEET A103.

H. SEE REFLECTED CEILING PLAN FOR ALL CEILING TRANSITIONS, HEAD HEIGHTS AND NEW CEILINGS.

I. PROVIDE FIRE TREATED BLOCKING AT ALL ASSEMBLIES, EQUIPMENT & MILLWORK AS REQUIRED.

J. ALL METAL STUD FRAMING TO BE CLARKDIETRICH OR EQUAL PER ICC-ES #ESR-1166P LARR#25889.

K. ALL PARTITION BASE TRACK FRAMING TO MATCH THE ASSOCIATED STUD GAUGE & SIZING.L. HOLD ALL DRYWALL @ 5/8" ABOVE THE ROUGH SLAB. PROVIDE FILLER & SEALANT FOR

SOUND ATTENUATION @ ALL WALLS. PROVIDE FILLER & SEALANT AS REQUIRED FOR FIRE RATED ASSEMBLIES.

M. PROVIDE SOUND ATTENUATION BATT @ ALL PARTITIONS UNLESS NOTED OTHERWISE.N. EXTEND ALL SOUND INSULATION 36" TO EITHER SIDE OF WALL @ ADJACENT CEILINGS AS

REQUIRED.O. ALL WORK INDICATED IN PLAN AT THE LOWER LEVEL SHALL BE CONSIDERED AS

ALTERNATE SCOPE OF WORK AND PRICED ACCORDINGLY AS A SEPARATE LINE ITEM COST FOR CONSTRUCTION BID SUBMISSIONS

GENERAL NOTES

KEYED NOTES

1/4" = 1'-0"1LOWER LEVEL CONSTRUCTION PLAN NORTH

1 NEW WALL TO ALIGN WITH EXISTING ADJACENT WALL CONSTRUCTION; PROVIDE CONTINUOUSFLUSH FINISH.

2 NEW DISHWASHER AND NEW CABINET; REFINISH REMAINING EXISTING CABINETRY PER FF&EPLANS.

3 NEW FURRED WALL TYPE "C" TYP. AT ALL LOCATIONS OF EXISTING TILE WAINSCOTING; SEESECTION DETAILS FOR MORE INFORMATION.

4 NEW DOOR, FRAME, AND HARDWARE. SEE DOOR SCHEDULE FOR MORE INFORMATION.5 NEW FLOORING AND WALL BASE THROUGHOUT. SEE FF&E PLANS FOR MORE INFORMATION.6 NEW WALL AND CEILING FINISHES THROUGHOUT. SEE FF&E PLANS FOR MORE INFORMATION.

LEGEND

WALL SCHEDULE


DN

DN

DN

DN

DN

DN

UP

DN

DN

REF.


NEW SWING DOOR


BL

BL

2

A B C BL BL

BL

BL

BL

ELEVATORX06

STAIRX02

STAIRX01

OPEN OFFICE109

OFFICE112

OFFICE111

HUDDLE110

WOMEN'S RR108

VESTIBULE100 JANITOR

105

MEN'S RR102

OPEN OFFICE104

OFFICE107

OFFICE106

LOBBY101

ELEVATOR LOBBY103

MEETING124

LOBBY125

OPEN OFFICE119

FILE115

MEETING120

WOMEN'S RR121

CLOSET122

MEN'S RR123

STAIRX03 NIGHT DROP

118

STORAGE116

107

106

110

111

112

X02A

101

100A

100B

X01B

X01A

124B

119

124A

120

114

115

116

X03

KITCHEN113

OFFICE114

105

12' - 10" 10' - 0" 7' - 4"

10' -

1"

2' - 7"

7' -

10 1

/2"

8' -

2"

8' -

0 1/

2"8'

- 4"

21' - 5" 9' - 10"

UP

B

B

BB

A4047

10A401 1

A401

A404

6

7A400

B BB B

B

B

B

B

17' -

2 1

/2"

I-1

A4048

1

D

3

I-2

I-3

1B

1

1

2' -

2"14

' - 8

" +/-

11

2 2

2

1

1

12' - 3"

2' -

9 1/

2"

9' -

9"5'

- 10

"

109

3

3

4

A404

1

4

3

5

6

A403 A403

1

A404

5

A403 562

3

478

2

A403

3

A403

3

1 1

X02B

1A500

TYP

7

8 9

10

11

12

13

7

7

7

7

7

14

10

8 9

1

7

7

15

8 9

C

CC

CCCC

CC

CCC

CC

CC

CC

1

C

C

C

C

CC

C

C

C

98

8

8 9

8 9

3

169

98

169 169

3

99

98

898

9 16

8 9

98

98

8

99

8 9

7

7

7

98

7

C

C

C

CC

3

C

C

C

TYP.4

A500

C C

2A500

UP

3A500

5A500

1' -

3"3'

- 4"

173'

- 5"

10"

X02C

125

7

7

104




STRUCTURE ABOVE

4 7/8" TYP.

PLAN VIEW

SECTION VIEW

LINE OF CEILING


(1) LAYER 5/8" FIRECODE TYPE "X" GWB EA. SIDE @ DEFLECTION COVERAGE FOR RATED ASSEMBLIES

4"

(1) LAYER 5/8" FIRECODE TYPE "X" GWB EA. SIDE @ FOR RATED ASSEMBLIES

FOLD OVER LEGS OF STUD ATTACH KICKER TO STRUCTURE ABOVE WITH POWER DRIVEN FASTENER

3 5/8" 20 GA. METAL STUD KICKER AT 48" O.C. EACH DIRECTION

4 7/8" TYP.

PLAN VIEW

SECTION VIEW

LINE OF CEILING

4"


(1) LAYER 5/8" GWB EA. SIDE ON 3 5/8" 20 GA. MIN. MTL STUD FRAMING @ 16" O.C.




3 5/8" 20 GA. MTL STUD FRAMING @ 16" O.C. w/ (1) LAYER 5/8" FIRECODE GWB EA. SIDE & MIN. 3" THICK MINERAL WOOL INSULATION

4-7/8" UL U419 1-HR PARTITION, STC 49

A

B

1B

PLAN VIEW

SECTION VIEW

2 1/8"

(1) LAYER 5/8" FIRECODE TYPE "X" GWB ON 20 GA. MIN. HAT CHANNEL FRAMING

1-1/2" 20DW GA. MIN. HAT CHANNEL FURRING HORIZONTAL @ 16" O.C. OVER EXISTING FINISHED WALL SURFACE

EXISTING WALL CONSTRUCTION TO REMAIN

1-1/2" 20DW GA. MIN. HAT CHANNEL FURRING HORIZONTAL @ 16" O.C. OVER EXISTING FINISHED WALL SURFACE; EXTEND NEW LAYER OF GWB FLUSH W/T.O. EXISTING WALL BASE PER A500 SECTION DETAILS PROVIDED

SEE A500 SERIES SHEETS FOR ADDITIONAL DETAIL.

C

FINISHED WALL COVERING PER FF&E SCHEDULE

SHEET

SHEET TITLE

ISSUE DATE

DRAWN BY


PROJECT NO.

REVISION


NOTICE


PRO

JEC

T

CLIENT


5/14

/202

0 12

:22:

03 P

M

LEVEL 1 CONSTRUCTION PLAN

A101

CA/LK


KB/SA

4/17/2020

64-12A06-00

1 SO

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A. ALL NEW INTERIOR WALL PARTITIONS TO BE TYPE "A" UNLESS NOTED OTHERWISE.B. U.N.O. ALL EXISTING COLUMNS ARE TO BE WRAPPED & FURRED W/2-1/2" 25 GA. MIN. METAL

STUD FRAMING @ 16" O.C. W/(1) ONE LAYER OF 5/8" FINISHED FIRE CODE TYPE "X" GWB; HOLD FINISH FRAMING HEIGHT IN ALIGNMENT W/ HEAD HEIGHT OF EXISTING EXTERIOR WALL STOREFRONT SYSTEMS; V.I.F.

C. ALL DIMENSIONS TO EXISTING CONSTRUCTION ARE TO FACE OF MASONRY, POURED CONCRETE OR GYPSUM BOARD UNLESS NOTED OTHERWISE.

D. ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO THE FIRST LINE OF FRAMING, UNLESS NOTED OTHERWISE.

E. EXTERIOR WALLS TO BE FURRED W/2-1/2" METAL STUD FRAMING @ 16" O.C. & INSULATED W/ CONT. 2-1/2" BATT INSULATION @ STUD CAVITY; CONTRACTOR TO PROVIDE FINISHED LAYER OF FIRE CODE TYPE "X" GWB; SEE A103 FOR FINISH SCHEDULING.

F. ALL NEW INTERIOR WALL PARTITIONS TO BE CONSTRUCTED PER THE SCHEDULED ASSEMBLY DETAILS & MANUFACTURER REQUIREMENTS.

G. ALL EXPOSED ELEMENTS ABOVE THE EXTERIOR STOREFRONT HEAD HEIGHT, INCLUDING FINISHED GWB, STRUCTURAL DECKING, STRUCTURAL MEMBERS, FIRE SUPPRESSION LINES, ELECTRICAL CONDUIT, MECHANICAL EQUIPMENT AND DUCTWORK ARE TO BE PAINTED PER THE SCHEDULED FINISH APPLICATION ON SHEET A103.

H. SEE REFLECTED CEILING PLAN FOR ALL CEILING TRANSITIONS, HEAD HEIGHTS AND NEW CEILINGS.

I. PROVIDE FIRE TREATED BLOCKING AT ALL ASSEMBLIES, EQUIPMENT & MILLWORK AS REQUIRED.

J. ALL METAL STUD FRAMING TO BE CLARKDIETRICH OR EQUAL PER ICC-ES #ESR-1166P LARR#25889.

K. ALL PARTITION BASE TRACK FRAMING TO MATCH THE ASSOCIATED STUD GAUGE & SIZING.L. HOLD ALL DRYWALL @ 5/8" ABOVE THE ROUGH SLAB. PROVIDE FILLER & SEALANT FOR

SOUND ATTENUATION @ ALL WALLS. PROVIDE FILLER & SEALANT AS REQUIRED FOR FIRE RATED ASSEMBLIES.

M. PROVIDE SOUND ATTENUATION BATT @ ALL PARTITIONS UNLESS NOTED OTHERWISE.N. EXTEND ALL SOUND INSULATION 36" TO EITHER SIDE OF WALL @ ADJACENT CEILINGS AS

REQUIRED.

GENERAL NOTES

LEGEND

KEYED NOTES

WALL SCHEDULE

NORTH1/4" = 1'-0"1LEVEL 1 CONSTRUCTION PLAN

1 NEW WALL TO ALIGN WITH EXISTING ADJACENT WALL CONSTRUCTION; PROVIDE CONTINUOUSFLUSH FINISH.

2 NEW INTERIOR GLASS STOREFRONT SYSTEM; SEE ELEVATIONS AND SCHEDULING FOR MOREINFORMATION.

3 NEW FURRED WALL TYPE "C" TYP. AT ALL LOCATIONS OF EXISTING TILE WAINSCOTING; SEESECTION DETAILS FOR MORE INFORMATION.

4 NEW INFILLED BRICK MASONRY WALL CONSTRUCTION TO MATCH EXISTING w/ NEW NIGHTDROP EQUIPMENT AT THRU-WALL OPENING; SEE SECTION FOR DETAILS.

5 BRANDING WALL; SEE INTERIOR ELEVATIONS FOR MORE INFORMATION.6 NEW INFORMATIONAL KIOSK; SEE DETAILS FOR MORE INFORMATION.7 NEW DOOR, FRAME, AND HARDWARE. SEE DOOR SCHEDULE FOR MORE INFORMATION.8 NEW FLOORING AND WALL BASE THROUGHOUT. SEE FF&E PLANS FOR MORE INFORMATION.9 NEW WALL AND CEILING FINISHES THROUGHOUT. SEE FF&E PLANS FOR MORE INFORMATION.10 PROVIDE NEW WALK-OFF MAT AT EXISTING RECESS LOCATION; CONTRACTOR TO FIELD

VERIFY EXACT DIMENSION PRIOR TO SUPPLY AND INSTALL.11 NEW DOOR AND HARDWARE AT EXISTING OPENING. EXISTING FRAME TO REMAIN; FINISH PER

NEW CONSTRUCTION SCHEDULING.12 NEW 21"D SERVICE COUNTER. SEE INTERIOR ELEVATIONS AND A500 SERIES SHEETS FOR

MORE INFO.13 NEW 12"D SERVICE COUNTER w/ BUILT-IN DIVIDERS; SEE A400 AND A500 SERIES SHEETS FOR

DETAILS.14 RELOCATED EXISTING WALL-MOUNTED I.T. RACK. SEE A400 SERIES SHEETS FOR

INSTALLATION DETAILS.15 NEW FINISH AND WAYFINDING SIGNAGE AT EXISTING ELEVATOR CAB. SEE FF&E FOR MORE

INFORMATION.16 PROTECT AND MAINTAIN EXISTING FLOORING, MARBLE TRIM, WAINSCOTING, AND CROWN

MOLDING FROM CONSTRUCTION.17 2'-6"W x 6'-0"L x 36"H STAND UP WORKTOP.


DN

DN

DN

REF.

BL

BL

2

A B C BL

BL

BL

BL

9' - 4" 9' - 4" 9' - 5 1/2" 12' - 11" 11' - 4" 8' - 3 1/2"

LEGAL OFFICE203

CA OFFICE202

HR MANAGEROFFICE

204HR OFFICE

205HR OFFICE

206BA OFFICE

207CA OFFICE

208

LARGECONFERENCE

209

INTERACTIVELOUNGE

201

CA OFFICE210

LOBBY200

ACM OFFICE212

CMO OFFICE213

WOMEN'S RR220

MEN'S RR219JAN.

218

COPY/ BREAK216

OPEN OFFICE211

CONFERENCEROOM

215

COUNCILCHAMBER

221

CLOSET222

CLOSET223

STAIRX01

STAIRX03

PASSAGEX05

ELEVATORX06

STAIRX02

LOBBY200

208

X02D210

207 206 205 204 203

202

X01C

215A

X05A

X05B

212

213

FLEX OFFICE214

1A402

A405

5

214

CL.217

B

B

1

D

I-6

I-5

I-8

I-7

3

1

1

1

11209

14' - 4 1/2" 10' - 4"

6' -

9 1/

2"

201

B

B

B

B

B

2

2

2

2

15' - 4"

4' -

6"

10' -

5"

213A

CL.213A

221

6

A4059

A405 8

A405

1

A405 4

2

3

7

3 3 3 3 3 3

3

3

3

3

3

3

3

4

4

5 6 5 6 5 6 5 5 56 6 6 5 6 5 6

5 6

5

5 6

65

65

65

5 6 5 6

7

5 65 6

5 6

5

1' - 7"

7"

11' -

10"

4' -

1"

B B B B

215B

3

I-10

223

X01D

222

8

5 6

3

8A501

TYP.A406

1

3

9

9

9

9

9

2

8' - 10"

1BALIGN


NEW SWING DOOR





STRUCTURE ABOVE

4 7/8" TYP.

PLAN VIEW

SECTION VIEW

LINE OF CEILING


(1) LAYER 5/8" FIRECODE TYPE "X" GWB EA. SIDE @ DEFLECTION COVE

addendum #2 | issued 05/15/2020 - delaware, ohio...delaware city hall 1 south sandusky street,...

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