uccc amedisys

REVISIONSID01

DESCRIPTIONBID SET

DATE12/22/2016 12:23 PM

NGINEERING

HILADELPHIA

PIKE

DE. 19809ILMINGTON,

ORPORATIONCE

PFAX 302.762.0653TEL 302.762.6010

WWW.PARAGON-ENG.COM

708 P

CE W

PARAGON

GENERALSHEET:

REV #:

ISSUE FOR BID SETISSUE DATE 12/22/2016

PROJECT NO. 2016.16

DRAWN GM

CHECKED MEC

I AM A DULY LICENSED ARCHITECT UNDER THEPREPARED OR APPROVED BY ME, AND THAT

LAWS OF THE STATE OF:

LICENSE NUMBER:

136 WEST HIGH STREET

(410) 398-8866

MECHANICAL and ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

ALT

ERA

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A.000

8078-R

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107

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MD

COVER SHEET

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ELKTON, MARYLAND 21921

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ISSUE FORREVIEW ONLYNOT FORCONSTRUCTION

WWW.CDGARCHITECTURE.COM

12/16/2016

SHEET INDEX

GENERAL

PLANS

MECHANICAL

PLUMBING

ELECTRICAL

FIRE PROTECTION

ID

A.000A.001A.002

A.100A.101A.102G.100G.101

M-001M-100M-200

P-001P-100P-200

ED-101E.101

FP-100FP-200

DESCRIPTION

COVER SHEETARCHITECTURAL SPECIFICATIONSARCHITECTURAL SPECIFICATIONS

SITE/DEMO PLANFLOOR PLANSREFLECTED CEILING PLANSECTIONS AND DETAILSDETAILS

LEGEND, NOTES, & DETAILSFLOOR PLANSSPECIFICATIONS

LEGEND, NOTES, DETEAILS, DIAGRAMS & S...FLOOR AND PLANSSPECIFICATIONS

DEMOLITION PLANSNEW FLOOR PLANS

FLOOR PLANSSPECIFICATIONS

REV #

010101

0101010101

010101

010101

0101

0101

DATE

CODE ICC NFPA 101 IPC

YEAR 2015 2012 2015 2010

BUILDING STATISTICS

TOTAL AREA 3,180 SF

IBC SEC. BASIS OF DESIGN

302 OCCUPANCY CLASSIFICATION B

602 CONSTRUCTION CLASSIFICATION 2B

705 - 711 RATED CONSTRUCTION

FIRE WALLS N/A

FIRE BARRIERS 1 HR (UL# 419)

SHAFT WALLS EXISTING NOT TO BE PENETRATED

FIRE PARTITIONS N/A

ROOF - CLG N/A

FLOOR - CLG N/A

NSPC SEC. BASIS OF DESIGN

7.21.1 MIN. NUMBER OF REQUIRED PLUMBING FIXTURES

B BUSINESS BASED ON 25 OCCUPANTS

MALE FEMALE MALE FEMALE

WC 1 1 1 1

LAV 1 1 1 1

-MIN REQ. MET INCLUDED TOILETS IN PUBLIC

CORRIDOR.

DRINKING FOUNTAINS 1 REQUIRED LOCATED IN ADJOINING SUITE

SHOWER NONE N/A

SERVICE SINKS 1 REQUIRED 1 PROVIDED

-MOP SINK LOCATED IN SHARED J.C. IN

ADJOINING SUITE

NFPA CODE DESCRIPTION BASIS OF DESIGN

EMERGENCY LIGHTS AND SIGNS YES

FIRE ALARM AND DETECTION SYSTEM NO

PANIC HARDWARE YES

EXIT SIGNS YES

EXIT ILLUMINATION YES

SMOKE DETECTION SYSTEMS NA

EGRESS WINDOWS N/A

ANSUL SUPPRESSION (RANGE HOOD) N/ALIF

E S

AF

ET

Y S

YS

TE

MS

CODE DESCRIPTION

CH

. 3&

6

CH

AP

TE

R 7

- F

IRE

RE

SIS

TIV

E

CO

NS

TR

UC

TIO

N

CODE DESCRIPTION

CH

AP

TE

R 7

- P

LU

MB

ING

FIX

TU

RE

S

ADA - FED GUIDELINES FOR ACCESS.

BUILDING CODE SUMMARY

THIS PROJECT HAS BEEN PREPARED BY CDG IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY

THE TOWN OF ELKTON, MARYLAND. (THE AUTHORITY HAVING JURISDICTION)

PROJECT DESCRIPTION:

THIS PROJECT IS A RELOCATION OF AN EXISTING SPACE ONTO THE ADJACENT SPACE WITH MINOR CHANGES TO INTERIOR

PARTITIONS.

THIS PROJECT PRESENTS NO INCREASE IN HAZARD OR CHANGE IN OCCUPANCY.

CLASSROOM100

CP RB P1 AC

N

C

B

A

D

E

F

G

H

I

J

L

M

W

V

U

T

S

R

Q

P

O

N

RUBBERHARDENED CONCRETE

BULKHEAD

FIBERGLAS

HANDICAP DRINKING FOUNTAIN

DRINKING FOUNTAIN

ALUMINUM STOREFRONT

HORIZONTAL LOUVER BLINDS

JOIST

INTERIOR

HOLLOW CORE FINISH VENEER

YIELD STRESS

FACE OF MASONRYFACE OF CONCRETEFLOOR

FINISH

ANGLE

ATAMPERESANCHOR BOLTABOVEAIR CONDITIONING

ACOUSTICAL PANEL CEILING

ADMINISTRATIVE

ABOVE FINISHED FLOOR

AUTHORITY HAVING JURISDICTION

ALUMINUMALTERNATE

ANODIZEDACCESS PANEL

APPROXIMATELYARCHITECTURALASSEMBLYAUXILIARY

BOARD

BLOCKING

BUILDING

BOTTOM OF STEELBOTTOM

BRITISH THERMAL UNITBUILT-UP ROOF

CENTIGRADECABINET

CHALK BOARDCAST IRONCONTROL JOINTCENTER LINECEILINGCLOSETCLEARCONCRETE MASONRY UNIT

COAT HOOK

COLUMNCONCRETECONNECTION

CORRIDORCONTINUOUS

CURTAIN TRACK

CUSTODIAN

CERAMIC TILE

CUBIC

DAMPPROOFING

DIMENSION

DOUBLEDEFORMED

DRAWER

DIAGRAM

DIVISIONDOWN

DOORDOWNSPOUT

DRAWINGDOWELS

ELECTRICALEACH

EXPANSION JOINT

EXHAUST FLUE

ELEVATION

EXTERIOR GYPSUM SOFFIT BOARD

EQUALEQUIPMENTET CETERAEACH WAYELECTRIC WATER COOLEREXISTING GRADEEXHAUSTEXISTINGEXPANSIONEXPOSEDEXTERIOR

FAHRENHEITFIRE ALARMFIRE CODEFLOOR DRAIN

FINISH GRADE

FIRE EXTINGUISHER CABINETFINISH FLOOR

FLASHING

FIRE HOSE CABINET

FOLDING PARTITION

FOOT SCRAPER

FEET

FIBER REINFORCED PLASTIC

FURRING

GASGAUGEGALVANIZED

GYPSUM DRYWALLGENERAL

GENERAL CONTRACTOR

GLASS

GROUND

GRAB BAR

HOSE BIBBHOLLOW CORE

HEAD, HEADED, HEAVY DUTY

HOT-DIPPED GALVANIZEDHARDWARE

HOLLOW METALHORIZONTAL

HEIGHTHOUR, HOURS

HARD WOOD

IN ACCORDANCE WITH

INSULATING GLASSINCH, INCHESINCANDESCENT

INSULATION

JANITOR

JOINT

ANGLE SHAPE

LOUVER

LAMINATE

POUNDLINEAR FOOTLENGTHLIBRARYLONG LEG HORIZONTALLONG LEG VERTICAL

LAVATORY

LIGHTWEIGHT

LIQUID SOAP DISPENSER

PAPER TOWEL DISPENSERPARTITION

PRESSURE TREATED

POLYVINYL CHLORIDEPAVEMENT

COURSE

DETAIL

DIAMETER

FIRE EXTINGUISHER

ADJUSTABLE

CONSTRUCTION

INCLUDING

ARCHITECTURAL WOODWORK INSTITUTE

ACOUSTICAL

AGGREGATE

BRONZE

FIRE-RETARDANT TREATED WOOD

GRADE

GLAZED STRUCTURAL FACING TILE

INSIDE DIAMETER, DIMENSION

CEMENTITIOUS WOOD FIBER PLANK

COLD-FORMED METAL FRAMING

DISPENSER

GYPSUM

EXTERIOR INSULATED FINISH SYSTEM

ABOVE FINISHED CEILING

HANDICAP ELECTRIC WATER COOLER

GLASS MESH MORTAR UNITS

RESILIANT ATHLETIC FLOORING

RESILIANT WOOD ATHLETIC FLOORING

TEXTILE WALL COVERING

WINDOW

SPLIT FACED

WELDED-WIRE FABRIC

WATER-RESISTIVE TREATED WOOD

WEIGHT

WASTE RECEPTICLE

WATER HEATER

TEACHER CABINET

TOP OF CURBTOILET

TOILET TISSUE DISPENSER

TYPICAL

QUARRY TILE

VINYL WALL COVERING

SAWN CONTROL JOINT

TOP OF MASONRY

WEATHER-STRIP

WATER RESISTANT GYPSUM BACKER BOARD

WATERPROOFINGWEATHERPROOFWOMENWITHOUT

WIND BRACE BASEPLATE

WOODWATER CLOSET

WIND BRACEWITHWATTS

VENT THROUGH ROOF

VESTIBULEVENDINGVINYL COMPOSITION TILEVERTICALVOLTS

UTILITYURINAL SCREENUNLESS OTHERWISE NOTED

TACK SURFACETACK STRIPTACKBOARD

TOILET PARTITIONTOP OF STEEL

TEMPERATURETECHNICAL

TELEPHONE

SUSPENDEDSTRUCTURE, STRUCTURALSTORAGESTEELSTANDARD

SEALED

SEALANT

SOLID SURFACESHOWER RODSQUARE

SANITARY NAPKIN VENDOR

SANITARY NAPKIN DISPOSAL UNIT

SHOWERSHEETSINGLE

SQUARE FEETSECONDARYSMOKE DETECTORSCHEDULESOLID CORE FLUSH VENEER

SUSPENDED ACOUSTICAL CEILING

SERVICE SINK

ROOF VENT

ROOMROUGH OPENING

REQUIRED

REINFORCED, REINFORCEMENTROOF DRAIN

RADIUS

QUALITY ASSURANCE

REFER, REFERENCE

SIMILAR

SPACES

SOLID CORE

TOP OF DRAIN

TOP

CEMENTITIOUS BACKER BOARD

SOUND ABSORBING CONCRETE BLOCK

IMPACT-RESISTANT WALL COVERING

MOUNTED

MINERAL FIBER CEMENT SHINGLES

MASONRY EXPANSION JOINT

OVERHEAD COILING DOOROVERHEAD COILING GRILL

MULTI-TONE COLOR SYSTEM

OVERFLOW ROOF DRAIN

PLASTIC LAMINATE

PLASTIC

MULLION

MIRROR

PLASTER

PAINT GRADEPAINT, PAINTEDPREFINISHEDPREFABRICATEDPAIRPOSITIVE

PANELPLYWOOD

PLATE

PERPENDICULARPENETRATIONPARALLELPUBLIC ADDRESS

PLATE GLASS

OPPOSITE HAND

OPPOSITEOPENING

OVERHEAD

OUTSIDE DIAMETER/DIMENSION

ON CENTER

NUMBERNOT IN CONTRACT

NOT TO SCALE

NEGATIVENOT APPLICABLE

MARKER BOARD

METAL

MILES PER HOUR

MILLIMETERMEMBRANE

MISCELLANEOUS

MINIMUMMIDDLEMANHOLEMANAGERMANUFACTURER

MECHANICAL

MAXIMUM

MEDICINE CABINET

MASONRYMAINTENANCE

MOP BASIN

MASONRY OPENING

REINFORCED CONCRETEREINFORCED CONCRETE PIPE

ROUGH IN

HANDICAPPED

GLASS MESH CONCRETE PANEL

GROUND FACED

STAINLESS STEEL

VERIFY IN FIELD

FIBER REINFORCED GYPSUM BOARD

CENTER TO CENTER

MECHANICAL, ELECTRICAL & PLUMBING

EXISTINGEXISTING RELOCATED

FINISH FLOOR ELEVATION

MEANS ACTUAL FINISHED SIZEMEANS NOMINAL SIZE

RBRH-CONC

BLKHD

FG

HDF

DF

AL.ST.

HLB

JST

INT

HCFV

Fy

FOMFOCFLR

FIN

@A, AMPABABVA/C

APC

ADMIN

AFF

AHJ

ALUMALT

ANODAP

APPROXARCH, ARCHLASS'YAUX

BD

BLKG

BM

BLDG

BOSB, BOTT

BTUBUR

CCAB

CHBDCICJCL, ÇCLGCLOCLRCMU

CH

COLCONCCONNX

CRDRCONT

CTK

CUST

CT

CU

DP

DIM

DBLDEF

DWR

DIAG

DIVDN

DRDS

DWGDWLS

ELECEA

EJ

EF

EL, ELEV

EGSB

EQEQUIPETCEWEWCEXGREXHEXIST, EXGEXPEXPDEXT

FFAFCFD

FGD

FECFF

FLASH

FHC

FOLD PART

FS

FT

FRP

FUR

GGAGALV

GYP.BD.GEN

GC

GL

GND

GB

HBHC

HD

HDGHDWR

HMHORIZ, H

HTHR, HRS

HWD

IAW

IGININC

INSUL

JAN

JT

LLAM

LBLFLGLIBLLHLLV

LAV

LW

LSD

PTDPTN

PT

PVCPVMT

BLK

CRS

DTL

DIA, ø

FE

ADJ.

CONST.

INCL

AWI

ACOU

AGG

BRZ

FR-WD

GD

GSFT

ID

CWFP

LVR

CFMF

DISP

GYP

EIFS

AFC

HEWC

GMMU

RAF

RWAF

TWC

WNDW

SFC

WWF

WR-WD

WT

WR

WH

TC

TOCTLT

TTD

TYP

SNV

QT

SJ

TOM

WSTRIP

WRGBB

WPGWPWOMWO

WBBP

WDWC

WBW/W

VTR

VESTVENDVCTV, VERTV

UTILURS

TKSFTKSTKBD

TPTOS

TEMPTECH

T, TEL

SUSSTRUCT,STRCTSTORSTLSTD

SLD

SNT

SSSRSQ

SND

SIMSHRSH, SHTSGL

SFSECSDSCHEDSCFV

SAC

SSK

RV

RMRO

REQD

REINFRD

R

QA

REF

SPA

SC

TOD

T

CBB

SACB

IRWC

MTD

MFCS

MJ

OCDOCG

MTCS

ORD

PLT

MULL

MIR

PLAS

PNTGRPNTPREFIN, PFPREFABPRPOS

PNLPLYWD

PL, ¶

PERPPENPARPA

PG

OPH

OPPOPNG

OHOFOD

OC

NO, #NIC

NTS

NEGNA

MKBD

MTL,MET

MPH

MMMMB

MISC

MINMIDMHMGRMFR

MECH, MECH'L

MAX

MC

MASMAINT

MB

MO

R.C.

PLAM

RCP

R/I

H/C

GMCP

GFC

S/S

UON

VIF

FRGB

C/C

MEP

(E)(ER)

FFE

1x1 WD1 1/2"x 2 3/4" WD

MISCELLANEOUS ABBREVIATIONS

AIR HANDLING UNITAHU

FOR FIELD FINISHFFF

ABBREVIATIONS PLAN SYMBOLS

3

3A-5

3A-5

3A-5

W1

BA-4

EXISTING CONTOURS

NEW CONTOURS

NEW OR REQUIRED POINT ELEVATION

EXISTING POINT ELEVATION

SECTION

DETAIL

ELEVATION

COLUMN REFERENCE GRID (LETTER, NUMBER)

PARTITION TYPE

WINDOW TYPE

ELEVATION OR WORKING POINT

INDICATES BID ALT. NUMBERSEE SPEC. SECT. NO. 01030

DEMOLITION/CONSTRUCTION NOTE

EXISTING WALL/ ITEM TO REMAIN

NEW WALL/ITEM

WALL/ ITEM TO BE REMOVED

A

1

+ 445

+ 223.4

334

233

METAL (SMALL SCALE)

TERRAZZO

PARTICLE BOARD

PLYWOOD

ROUGH WOOD (CONTINUOUS)

RIGID INSULATION

PLASTER, SAND, CEMENT, GROUT

RESILIENT FLOORING

STONE

POROUS FILL (STONE OR GRAVEL, ETC.)

MATERIAL LEGENDACOUSTICAL CEILING TILE

CUT OR CAST STONE

EARTH / SOIL

GLAZED STRUCTURAL FACING TILE (GSFT)

FINISH WOOD

BATT INSULATION

GLASS

CERAMIC TILE

GYPSUM DRYWALL

METAL (LARGE SCALE)

CONCRETE

CONCRETE MASONRY UNITS (CMU)

BRICK (COMMON OR FACE)

WEATHER RESISTIVE BARRIERWRB

PARALLEL STRAND LUMBERPSL

LAMINATED VENEER LUMBERLVL

ROOF RAFTERRR

SELF ADHERED MEMBRANE FLASHINGSAMF

OVERFRAMING

STOREFRONTSF

TYPICAL ROOM TAG W/ FINISH CODES

FLOORINGBASEWALLCEILING

D-01

UCCC AMEDISYSALTERATION

12/16/201612/16/201612/16/2016

12/16/201612/16/201612/16/201612/16/201612/16/2016

12/16/2016

12/16/2016

12/16/201612/16/201612/16/2016

12/16/201612/16/2016

12/16/201612/16/2016

REVISIONSID01

DESCRIPTIONBID SET

DATE12/22/2016 12:23 PM

NGINEERING

HILADELPHIA

PIKE

DE. 19809ILMINGTON,

ORPORATIONCE

PFAX 302.762.0653TEL 302.762.6010

WWW.PARAGON-ENG.COM

708 P

CE W

PARAGON

GENERALSHEET:

REV #:


PROJECT NO. 2016.16

DRAWN GM

CHECKED MEC



LICENSE NUMBER:


(410) 398-8866


CIVIL ENGINEERING:

ALT

ERA

TION

A.001

8078-R

01

UCC

C A

MED

ISYS

107

CH

ESA

PEA

K BL

VD

ELKT

ON

, M

D


MD

ARCHITECTURALSPECIFICATIONS

C


CO

PYR

IGH

T 2

016

CLA

RK

Des

ign

Gro

up,

pcPR

INT

DAT

E: T

hurs

day,

Dec

embe

r 22,

201

6 L:

\_Pr

ojec

ts\2

016\

2016

-26

CC

UC

CC

AM

EDIS

YS 2

016\

3. P

RO

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T C

ADD

FIL

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CH

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C A

MED

ISYS

.pln



12/16/2016

DIVISION 01 - GENERAL REQUIREMENTS DRAWINGS & SPECIFICATIONS

THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED SOLELY FOR USE AS

INSTRUMENTS OF SERVICE TO THE CLIENT RETAINING CDG (CLARK DESIGN GROUP,

PC). ANY USE OR REPRODUCTION WITHOUT CDG’S CONSENT IS PROHIBITED. CDG

ASSUMES NO LIABILITY FOR UNAUTHORIZED USE OF THE DRAWINGS AND

SPECIFICATIONS NOR UNAUTHORIZED MODIFICATIONS OR SUBSTITUTIONS FOR THE

SPECIFIED PRODUCTS WHICH FORM THE DESIGN BASIS OF QUALITY AND

PERFORMANCE.

THESE DOCUMENTS ARE A DIAGRAMMATIC EXPRESSION OF THE DESIGN INTENT TO

PROVIDE COMPLETE AND OPERATIONAL BUILDING SYSTEMS, AND DO NOT PURPORT TO

DEPICT ALL INCIDENTAL ITEMS OR ACCESSORIES NECESSARY FOR ASSEMBLY OR

INSTALLATION. SUFFICIENT INFORMATION IS SUPPLIED FOR EXPERIENCED TRADESMEN

TO ANTICIPATE CRITICAL CONDITIONS AND, IN CONJUNCTION WITH ON-SITE

MEASUREMENTS, ESTIMATE AND LAY-OUT COMPLETED SYSTEMS.

WHERE A CONFLICT IS FOUND BETWEEN THE REQUIREMENTS OF THE ARCHITECT’S

DRAWINGS/SPECS AND THOSE OF HIS CONSULTING ENGINEERS, THE CONTRACTOR

WILL ASSUME THE MORE STRINGENT REQUIREMENT APPLIES FOR THE PURPOSES OF

BIDDING. CONTRACTOR WILL THEN SEEK FROM CDG A DETERMINATION FOR THE

CORRECT INTERPRETATION OF THE DESIGN INTENT.

THE GENERAL CONTRACTOR IS NOT RELIEVED OF HIS RESPONSIBILITY TO ACQUIRE AN

UNDERSTANDING OF DESIGN INTENT FOR THE COMPLETED PROJECT AND ASSURE HIS

SUBCONTRACTORS PROPERLY ADDRESS THE FULL REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

IF DOUBT EXISTS AS TO THE DESIGN INTENT, THE GENERAL CONTRACTOR & HIS

AFFECTED SUBCONTRACTORS SHALL CONFER TO EXAMINE AND ARRIVE AT AN

ASSESSMENT. IF DESIGN INTENT REMAINS UNCLEAR, THE GC WILL PREPARE A

WRITTEN REQUEST FOR DETERMINATION BY CDG WHICH INCLUDES EACH OF THE

FOLLOWING ACTIONS.

1. SUBMIT A DETAILED WRITTEN RECOMMENDATION TO SATISFY THE CONDITION IN QUESTION.

2. ROUTE IT PROMPTLY TO THE OWNER OR HIS REPRESENTATIVE FOR REVIEW AND DETERMINATION.

INTERPRETATION OF THE BID DOCUMENTS

IF THERE IS ANY DOUBT ABOUT THE TRUE MEANING AND INTENT OF THE BID DOCUMENTS, OR IF DISCREPANCIES OR OMISSIONS ARE DISCOVERED WHICH WILL SIGNIFICANTLY ALTER THE PRICE, PERFORMANCE, CODE COMPLIANCE, OR COMPLETION OF THE WORK, THE BIDDER SHALL REQUEST A WRITTEN INTERPRETATION IN WRITING FROM THE ARCHITECT, NO LATER THAN 7 DAYS BEFORE THE BID DATE. SHOULD ANY CONFLICT OR INCONSISTENCY OCCURE IN OR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THE GREATER QUANTITY OF WORK, THE HIGHEST PRICED MATERIAL OR EQUIPMENT INDICATED, AND ON THE MOST SATISFACTORY WAY OF DOING WORK, UNLESS IT SHALL HAVE ASKED FOR AND OBTAINED WRITTEN DECISION BEFORE SUBMISSION OF ITS BID AS TO WHICH METHODS OR MATERIALS WILL BE REQUIRED. SUBMISSION OF A BID SHALL INDICATE TO THE OWNER THAT THE CONTRACTOR HAS COMPLETELY REVIEWED THE BID DOCUMENTS AND IS SUFFICENTLY FAMILIAR WITH THE PROJECT TO SUBMIT A PROPER BID. THE SUBMISSION OF A BID INDICATES THAT THE CONTRACTOR IS PREPARED TO PROVIDE ALL MATERIALS, LABOR, AND SUPERVISION NECESSARY TO COMPLETE THE PROJECT. BARRING ANY UNFORESEEABLE CONDITIONS, THE CONTRACTOR CAN BUILD THE PROJECT AS PRESENTED IN THE DOCUMENTS AND CAN OBTAIN THE REQUIRED OCCUPANCY AND USE PERMITS REQUIRED FOR THE OWNER’S USE OF THE BUILDING.

REQUIREMENTS OF THE GENERAL CONTRACTOR

SHALL BE LICENSED AND IN GOOD STANDING FOR THE LAWFUL EXECUTION OF THE

CONTRACT FOR CONSTRUCTION WITHIN THE JURISDICTION(S) GOVERNING THE

PROJECT.

SHALL LET SUBCONTRACTS FOR THIS PROJECT ONLY TO ENTITIES WHO COMPLY WITH

THE SAME LICENSE & STANDING REQUIREMENT.

SHALL RETAIN ONLY EXPERIENCED TRADESMEN WITH A RECORD OF NOT LESS THAN 5

YRS EXPERIENCE IN MEETING OR EXCEEDING THE INDUSTRY STANDARDS FOR

PERFORMANCE AND WORKMANSHIP CITED IN THESE CONTRACT DOCUMENTS. WHERE

NO STANDARD HAS BEEN CITED, THE WORKMANSHIP SHALL CONFORM TO THE

STANDARD FO CARE APPROPRIATE TO THE TRADE IN THE REGION WHERE THE

PROJECT IN LOCATED.

PROVIDE ALL WORK IN FULL COMPLIANCE WITH FEDERAL, STATE, AND LOCAL

AUTHORITIES HAVING JURISDICTION OVER THE PROJECT.

SHALL NOTIFY THE OWNER’S REPRESENTATIVE OF ANY OMISSIONS OR DISCREPANCIES

UPON DISCOVERY, AND SHALL SUBMIT HIS RECOMMENDATIONS FOR MATERIALS &

METHODS FOR CORRECTION OR REMEDY WITH REPORT OF DISCOVERY.

SHALL PROVIDE ALL MATERIAL, EQUIPMENT, LABOR, TOOLS, AND SERVICES

NECESSARY TO COMPLETE THE WORK IN CONFORMANCE WITH THE CONTRACT

DOCUMENTS.

SHALL PROVIDE ONLY NEW AND SOUND MATERIALS FOR THE WORK DESCRIBED IN AND

BY THE CONTRACT DOCUMENTS. USE OR REUSE OF OLD OR SALVAGED COMPONENTS

IS AT THE SOLE DISCRETION OF THE OWNER OR AS DESCRIBED IN THE CONTRACT

DOCUMENTS. IF THE CONTRACTOR WANTS TO OFFER A SUBSTITUTE FOR A PRODUCT

CITED IN THE CONTRACT DOCUMENTS, HE SHALL SUBMIT A WRITTEN PROPOSAL

IDENTIFYING BOTH SUBSTITUTE & BASE-BID PRODUCT FOR REVIEW AND

DETERMINATION. UNREVIEWED, UNAUTHORIZED SUBSTITUTES ARE NOT PERMITTED.

ALL CONSEQUENCES OF REMOVAL, CORRECTION OR REPLACEMENT WILL BE THE

EXPENSE OF THE GC.

UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL INCLUDE AS A PART

OF HIS SCOPE OF WORK AND EXPENSE:

1. ACQUIRING ALL BUILDING PERMITS, LANDFILL TAXES, USE TAXES, SALES TAX, INSPECTION FEES AND OTHER CHARGES ASSOCIATED WITH THE LAWFUL EXECUTION OF THE PROJECT.

2. BUILDER’S RISK (“ALL RISK”) INSURANCE TO COVER THE COST OF THIS WORK AND ALL COVERAGE AS DEFINED IN ARTICLE II OF GENERAL CONDITIONS (A201). PROVIDE THE OWNER WITH A CERTIFICATE OF CONTRACTOR’S INSURANCE.

3. PROVIDE LICENSE ENGINEERING SERVICES FOR: ROUGH CONSTRUCTION “STAKE-OUT” (FOR OWNER APPROVAL). FINAL CONSTRUCTION STAKING (APPROVED BUILDING

POSITION). 4. THE SERVICES OF AN INDEPENDENT TESTING FIRM, MUTUALLY

ACCEPTABLE TO CDG, FOR QUALITY ASSURANCE REPORTING ON SOLI CONDITIONS & COMPACTION, ROCK REMOVAL, & COMPLIANCE WITH SPECIFIED CONCRETE PERFORMANCE.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER & PUBLIC SAFETY

ASSOCIATED WITH THE EXECUTION OF WORK AT THE SITE. GC WILL COORDINATE THE

WORK OF THE TRADES AND COOPERATE WITH THE OWNER TO OBTAIN A SAFE SITE

WITH LEAST INTERFERENCE TO THE OWNER’S FACILITIES AND ON-GOING OPERATION.

COMPLY WITH SAFETY REQUIREMENTS & DIRECTIVES OF ALL AUTHORITIES HAVING

JURISDICTION OVER THE PROJECT.

MAINTAIN A CLEAN & ORDERLY CONSTRUCTION SITE AT ALL TIMES. CLEAR SITE OF

WASTE & DEBRIS AT THE CLOSE OF EACH WORK DAY. CONTINUE SITE MAINTENANCE

AND CLEAN-UP ROUTINES THROUGH SUBSTANTIAL COMPLETION TO ACCEPTANCE FOR

FINAL PAYMENT.

SUBMIT AT A MINIMUM THE FOLLOWING SHOP DRAWING INFORMATION (3 COPIES EACH)

TOGETHER WITH SUBMITTALS REQUIRED BY ANY OTHER SECTION OF THE ARCHITECT’S

OR ENGINEER’S SPECIFICATIONS.

5. STRUCTURAL STEEL LAYOUT AND DETAILS. 6. PREFABRICATED STRUCTURAL WOOD COMPONENTS &

ASSEMBLIES INCLUDING LAYOUT, ANCHORS, & TECH SHEETS. 7. SOIL & CONCRETE TESTS AND REPORTS. 8. MECHANICAL/ELECTRICAL/PLUMBING EQUIPMENT AND

FIXTURES. 9. DOORS/WINDOWS/FINISHED HARDWARE. 10. OTHER ITEMS INDICATED ON THE DRAWINGS OR

SPECIFICATIONS. 11. FIRE DETECTION & SUPPRESSION DESIGN LAYOUT,

COMPUTATIONS AND EQUIPMENT INCLUDING NICET-CERTIFIED DESIGNER’S SEAL.

END OF SECTION

DIVISION 02 – EXISTING CONDITIONS SECTION 024116 DEMOLITION

PART 1 GENERAL 1. SUMMARY

A. THIS SECTION INCLUDES THE FOLLOWING: 1) DEMOLITION AND REMOVAL OF BUILDINGS SUB SYSTEM. 2) ABANDONING IN PLACE/REMOVING BELOW-GRADE CONSTRUCTION. 3) DISCONNECTING, CAPPING OR SEALING, AND ABANDONING IN-PLACE OR

REMOVING SITE UTILITIES. 4) SALVAGING ITEMS FOR REUSE BY OWNER.

2. DEFINITIONS A. DEMOLISH: COMPLETELY REMOVE AND LEGALLY DISPOSE OF

OFF-SITE. B. RECYCLE: RECOVERY OF DEMOLITION WASTE FOR SUBSEQUENT

PROCESSING IN PREPARATION FOR REUSE. C. SALVAGE: CAREFULLY DETACH FROM EXISTING CONSTRUCTION,

IN A MANNER TO PREVENT DAMAGE, AND DELIVER TO OWNER READY FOR REUSE. INCLUDE FASTENERS OR BRACKETS NEEDED FOR REATTACHMENT ELSEWHERE.

3. MATERIALS OWNERSHIP A. UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES

PROPERTY OF CONTRACTOR. B. HISTORIC ITEMS, RELICS, ANTIQUES, AND SIMILAR OBJECTS

INCLUDING, BUT NOT LIMITED TO, CORNERSTONES AND THEIR CONTENTS, COMMEMORATIVE PLAQUES AND TABLETS, AND OTHER ITEMS OF INTEREST OR VALUE TO OWNER THAT MAY BE UNCOVERED DURING DEMOLITION REMAIN THE PROPERTY OF OWNER.

1) CAREFULLY SALVAGE IN A MANNER TO PREVENT DAMAGE AND PROMPTLY RETURN TO OWNER.

4. SUBMITTALS A. QUALIFICATION DATA: FOR REFRIGERANT RECOVERY

TECHNICIAN. B. INVENTORY: SUBMIT A LIST OF ITEMS TO BE REMOVED AND

SALVAGED AND DELIVER TO OWNER PRIOR TO START OF DEMOLITION.

5. QUALITY ASSURANCE A. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA

NOTIFICATION REGULATIONS BEFORE BEGINNING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

B. STANDARDS: COMPLY WITH ANSI A10.6 AND NFPA 241. 6. PROJECT CONDITIONS

A. BUILDINGS TO BE DEMOLISHED WILL BE VACATED AND THEIR USE DISCONTINUED BEFORE START OF THE WORK.

B. OWNER ASSUMES NO RESPONSIBILITY FOR BUILDINGS AND STRUCTURES TO BE DEMOLISHED.

1) CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE MAINTAINED BY OWNER AS FAR AS PRACTICAL.

2) BEFORE BUILDING DEMOLITION, OWNER WILL REMOVE THE FOLLOWING ITEMS: A) ALL EXISTING FURNITURE AND BUILDING EQUIPMENT

C. HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK.

1) HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER BEFORE START OF THE WORK.

2) IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT.

D. ON-SITE STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS IS NOT PERMITTED.

PART 1 EXECUTION 1. EXAMINATION

A. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING DEMOLITION OPERATIONS.

B. REVIEW PROJECT RECORD DOCUMENTS OF EXISTING CONSTRUCTION PROVIDED BY OWNER. OWNER DOES NOT GUARANTEE THAT EXISTING CONDITIONS ARE SAME AS THOSE INDICATED IN PROJECT RECORD DOCUMENTS.

C. INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND SALVAGED.

D. VERIFY THAT HAZARDOUS MATERIALS HAVE BEEN REMEDIATED BEFORE PROCEEDING WITH BUILDING DEMOLITION OPERATIONS.

2. PREPARATION A. REFRIGERANT: REMOVE REFRIGERANT FROM MECHANICAL

EQUIPMENT ACCORDING TO 40 CFR 82 AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION BEFORE STARTING DEMOLITION.

B. EXISTING UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITIES SERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED.

1) OWNER WILL ARRANGE TO SHUT OFF INDICATED UTILITIES WHEN REQUESTED BY CONTRACTOR.

2) ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. 3) IF REMOVAL, RELOCATION, OR ABANDONMENT OF UTILITY SERVICES WILL

AFFECT ADJACENT OCCUPIED BUILDINGS, THEN PROVIDE TEMPORARY UTILITIES THAT BYPASS BUILDINGS AND STRUCTURES TO BE DEMOLISHED AND THAT MAINTAIN CONTINUITY OF SERVICE TO OTHER BUILDINGS AND STRUCTURES.

4) CUT OFF PIPE OR CONDUIT A MINIMUM OF 24 INCHES (610 MM) BELOW GRADE. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

C. EXISTING UTILITIES: REFER TO MEP SPECIFICATIONS FOR SHUTTING OFF, DISCONNECTING, REMOVING, AND SEALING OR CAPPING UTILITIES. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE BEEN COMPLETED AND VERIFIED IN WRITING.

D. TEMPORARY SHORING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT UNEXPECTED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

5) STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION.

E. SALVAGED ITEMS: COMPLY WITH THE FOLLOWING: 6) CLEAN SALVAGED ITEMS OF DIRT AND DEMOLITION DEBRIS. 7) PACK OR CRATE ITEMS AFTER CLEANING. IDENTIFY CONTENTS OF

CONTAINERS. 8) STORE ITEMS IN A SECURE AREA UNTIL DELIVERY TO OWNER. 9) TRANSPORT ITEMS TO STORAGE AREA DESIGNATED BY OWNER. 10) PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE.

3. PROTECTION A. EXISTING FACILITIES: PROTECT ADJACENT WALKWAYS, LOADING

DOCKS, BUILDING ENTRIES, AND OTHER BUILDING FACILITIES DURING DEMOLITION OPERATIONS. MAINTAIN EXITS FROM EXISTING BUILDINGS.

B. EXISTING UTILITIES: MAINTAIN UTILITY SERVICES TO REMAIN AND PROTECT FROM DAMAGE DURING DEMOLITION OPERATIONS.

1) DO NOT INTERRUPT EXISTING UTILITIES SERVING ADJACENT OCCUPIED OR OPERATING FACILITIES UNLESS AUTHORIZED IN WRITING BY OWNER AND AUTHORITIES HAVING JURISDICTION.

2) PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO OWNER AND AUTHORITIES HAVING JURISDICTION. A) PROVIDE AT LEAST 72 HOURS' NOTICE TO OCCUPANTS OF AFFECTED

BUILDINGS IF SHUTDOWN OF SERVICE IS REQUIRED DURING CHANGEOVER.

C. TEMPORARY PROTECTION: ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION, AND AS INDICATED. COMPLY WITH REQUIREMENTS IN DIVISION 01 SECTION "TEMPORARY FACILITIES AND CONTROLS."

3) PROTECT ADJACENT BUILDINGS AND FACILITIES FROM DAMAGE DUE TO DEMOLITION ACTIVITIES.

4) PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN.

5) PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN.

6) PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND BUILDING DEMOLITION AREA AND TO AND FROM OCCUPIED PORTIONS OF ADJACENT BUILDINGS AND STRUCTURES.

7) PROTECT WALLS, WINDOWS, ROOFS, AND OTHER ADJACENT EXTERIOR CONSTRUCTION THAT ARE TO REMAIN AND THAT ARE EXPOSED TO BUILDING DEMOLITION OPERATIONS.

D. REMOVE TEMPORARY BARRIERS AND PROTECTIONS WHERE HAZARDS NO LONGER EXIST. WHERE OPEN EXCAVATIONS OR

OTHER HAZARDOUS CONDITIONS REMAIN, LEAVE TEMPORARY BARRIERS AND PROTECTIONS IN PLACE.

4. DEMOLITION, GENERAL A. GENERAL: DEMOLISH INDICATED EXISTING BUILDINGS

COMPLETELY. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS:

1) DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. MAINTAIN PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS.

2) MAINTAIN FIRE WATCH DURING AND FOR AT LEAST 2 HOURS AFTER FLAME CUTTING OPERATIONS.

3) MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. 4) LOCATE BUILDING DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND

MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING.

B. ENGINEERING SURVEYS: DURING DEMOLITION, PERFORM SURVEYS TO DETECT HAZARDS THAT MAY RESULT FROM BUILDING DEMOLITION ACTIVITIES.

C. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT BUILDING DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

5) DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, WALKWAYS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY AUTHORITIES HAVING JURISDICTION.

USE WATER MIST AND OTHER SUITABLE METHODS TO LIMIT SPREAD OF DUST AND DIRT.

COMPLY WITH GOVERNING ENVIRONMENTAL-PROTECTION

1) REGULATIONS. DO NOT USE WATER WHEN IT MAY DAMAGE ADJACENT CONSTRUCTION OR CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS, SUCH AS ICE, FLOODING, AND POLLUTION.

D. EXPLOSIVES: USE OF EXPLOSIVES IS NOT PERMITTED. 5. DEMOLITION BY MECHANICAL MEANS

A. PROCEED WITH DEMOLITION OF STRUCTURAL FRAMING MEMBERS SYSTEMATICALLY, FROM HIGHER TO LOWER LEVEL. COMPLETE BUILDING DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBING SUPPORTING MEMBERS ON THE NEXT LOWER LEVEL.

B. REMOVE DEBRIS FROM ELEVATED PORTIONS OF THE BUILDING BY CHUTE, HOIST, OR OTHER DEVICE THAT WILL CONVEY DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT..

6. REPAIRS A. PROMPTLY REPAIR DAMAGE TO ADJACENT BUILDINGS CAUSED BY

DEMOLITION OPERATIONS. 7. DISPOSAL OF DEMOLISHED MATERIALS

A. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE. B. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE

AND LEGALLY DISPOSE OF THEM IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.

1) DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. 2) REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT

SPILLAGE ON ADJACENT SURFACES AND AREAS. C. RECYCLE BUILDING MATERIALS TO THE MAXIMUM EXTENT

POSSIBLE. D. DO NOT BURN DEMOLISHED MATERIALS.

8. CLEANING A. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST,

DIRT, AND DEBRIS CAUSED BY BUILDING DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE BUILDING DEMOLITION OPERATIONS BEGAN.

END OF SECTION

DIVISION 03 - CONCRETE SECTION 03300 CAST-IN-PLACE-CONCRETE PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE CAST-IN-PLACE CONCRETE PATCHING WHERE DEMOLISHED TO INSTALL PLUMBING AND REPAIR CRACKS.

B. VAPOR BARRIER, SEAM TAPE, AND MASTIC FOR INSTALLATION UNDER CONCRETE SLABS

1.2 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION

INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL

CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. (NOT REQUIRED THIS PROJECT) 1. SHOP DRAWINGS SHALL BE PREPARED AND STAMPED BY A QUALIFIED

ENGINEER LICENSED IN THE JURISDICTION OF THE PROJECT. C. MIX DESIGN: SUBMIT FOR APPROVAL MIX DESIGN PROPOSED FOR USE.

1.3 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF

ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

B. STANDARDS: 1. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AND CRSI MANUAL OF STANDARD PRACTICE. C. FLOOR FLATNESS AND LEVELNESS TOLERANCES:

1. SUBFLOORS UNDER MATERIALS SUCH AS CONCRETE TOPPINGS, CERAMIC TILE, AND SAND BED TERRAZZO: ACI 302.1R AND ASTM E 1155, FLOOR FLATNESS (FF) OF 15, FLOOR LEVELNESS (FL) OF 13.

2. SUBFLOORS UNDER MATERIALS SUCH AS VINYL TILE, EPOXY TOPPINGS, PAINT, AND CARPET: ACI 302.1R AND ASTM E 1155, FLOOR FLATNESS (FF) OF 20, FLOOR LEVELNESS (FL) OF 17.

PART 1 PRODUCTS 1.1 MATERIALS

A. CAST-IN-PLACE CONCRETE: 1. APPLICATION: SLABS ON GRADE. 2. FINISH FOR SLAB: SMOOTH FINISH

B. VAPOR BARRIER PRODUCTS: 1. BASIS OF DESIGN: STEGO WRAP VAPOR BARRIER (15 MIL) BY STEGO

INDUSTRIES LLC, (887)464.7834 WWW.STEGOINDUSTRIES.COM INSTALL VAPOR BARRIER PRODUCT TO THE STRICT SPECIFICATIONS SET

FORTH BY THE MANUFACTURER. 2. ACCESSORIES

SEAM TAPE BY STEGO A. VAPOR PROOFING MASTIC BY STEGO

PART 1 EXECUTION 1.1 INSTALLATION

A. COMPLY WITH ASTM C 94. DO NOT CHANGE MIX DESIGN WITHOUT APPROVAL. CALCIUM CHLORIDE ADMIXTURES ARE NOT PERMITTED.

B. CHAMFER EXPOSED EDGES/CORNERS TO PROVIDE STRAIGHT LINES. C. TOLERANCE: PLUS 1/8" IN 10" FOR GRADE, ALIGNMENT, AND STRAIGHTNESS. D. CONSTRUCTION JOINTS: USE KEYWAYS, CONTINUE REINFORCEMENT THROUGH

JOINT. E. EXPANSION JOINTS: FOR EXTERIOR WORK LOCATE 30' O.C. AT APPROVED

LOCATIONS. PROVIDE SMOOTH DOWELS ACROSS JOINT WHICH PERMIT 1" HORIZONTAL MOVEMENT AND NO VERTICAL SHEAR MOVEMENT.

F. ISOLATION JOINTS: PROVIDE BETWEEN SLABS AND VERTICAL ELEMENTS SUCH AS COLUMNS AND STRUCTURAL WALLS.

G. CONTROL JOINTS: PROVIDE SAWN OR TOOLED JOINTS OR REMOVEABLE INSERT STRIPS; DEPTH EQUAL TO 1/4 SLAB THICKNESS. SPACING AS REQUIRED AND APPROVED.

H. WALL FINISHES: AS-CAST AND PATCHED FOR CONCEALED WORK; RUBBED SMOOTH, FILLED AND CEMENT PASTE COATED FOR EXPOSED WORK.

I. SLAB FINISHES: OBTAIN SAMPLE APPROVAL BEFORE BEGINNING WORK. 1. SCRATCH: FOR SURFACES TO RECEIVE MORTAR SETTING BEDS OR

CEMENTITIOUS FLOORING MATERIALS. 2. TROWEL: HARD, SMOOTH, UNIFORM SURFACE FOR AREAS TO RECEIVE

RESILIENT FLOORING, CARPET, OR OTHER THIN FINISH MATERIAL. 3. BROOM: AFTER TROWEL FINISHING, ROUGHEN SURFACE BY FINE

BROOMING PERPENDICULAR TO TRAFFIC DIRECTION FOR EXPOSED EXTERIOR WALKS, STEPS AND RAMPS.

4. NON-SLIP AGGREGATE: AFTER TROWEL FINISHING, UNIFORMLY TROWEL 25-LBS./100 S. F. OF DAMP NON-SLIP AGGREGATE INTO SURFACE. CURE, THEN RUB LIGHTLY TO EXPOSE AGGREGATE. USE FOR INTERIOR EXPOSED CONCRETE STAIRS AND RAMPS.

5. EXPOSED AGGREGATE: USE CHEMICAL RETARDER OR TAMP AGGREGATE

INTO WET CONCRETE AND EXPOSE BY BRUSHING WITH WATER. USE WHERE INDICATED.

6. HARDENER FINISH: FOR EXPOSED INTERIOR CONCRETE FLOORS. FOLLOW MANUFACTURER'S DIRECTIONS.

7. FORMED FINISH: SMOOTH FOR CONCRETE EXPOSED TO VIEW AND WHERE COATED, COVERED WITH WATER-PRFG OR OTHER DIRECT-APPLIED MATERIAL.

J. CURE AND PROTECT WORK. REPORT DEFECTIVE WORK IN WRITING.

K. INSTALL VAPOR BARRIER IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS AND ASTM E 1643. 1. UNROLL VAPOR BARRIER WITH THE LONGEST DIMENSION PARALLEL WITH

THE DIRECTION OF THE CONCRETE PLACEMENT. 2. LAP VAPOR BARRIER OVER FOOTINGS AND/OR SEAL TO FOUNDATION WALLS. 3. OVERLAP JOINTS 6 INCHES AND SEAL WITH MANUFACTURER’S TAPE. 4. SEAL ALL PENETRATIONS (INCLUDING PIPES) PER MANUFACTURER’S

INSTRUCTIONS. 5. NO PENETRATION OF THE VAPOR BARRIER IS ALLOWED EXCEPT FOR

REINFORCING STEEL AND PERMANENT UTILITIES. 6. REPAIR DAMAGED AREAS BY CUTTING PATCHES OF VAPOR BARRIER,

OVERLAPPING DAMAGED AREA 6 INCHES AND TAPING ALL SIDES WITH TAPE.

END OF SECTION

DIVISION 06 - WOOD AND PLASTICS REFER TO STRUCTURAL DRAWINGS BY THE ENGINEER OF RECORD FOR THIS PROJECT. THE REQUIREMENTS OF THE ENGINEER SUPERCEDE THE FOLLOWING IN THE EVENT OF CONFLICT; HOWEVER, IN THE ABSENCE OF GOVERNING REQUIREMENTS BY THE STRUCTURAL ENGINEER, THE FOLLOWING MINIMUM REQUIREMENTS APPLY FOR THE WORK OF THIS PROJECT. SECTION 06200 INTERIOR FINISH CARPENTRY PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE INTERIOR FINISH CARPENTRY, ARCHITECTURAL WOODWORK AND COUNTERTOPS.

B. SEE FINISH DRAWINGS AND NOTES FOR CASEWORK SPECIFICATIONS 1.2 SUBMITTALS

A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED.

B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION.

C. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED.



B. STANDARDS: ARCHITECTURAL WOODWORK INSTITUTE (AWI) 'ARCHITECTURAL WOODWORK STANDARDS.'

C. PRESERVATIVE TREATMENT: NONPRESSURE METHOD, EXTERIOR TYPE, AWPA N1 D. FIRE-RETARDANT TREATMENT:

1. LUMBER: AWPA C20, NON-CORROSIVE TYPE. 2. PLYWOOD: AWPA C27, NON-CORROSIVE TYPE. 3. PARTICLEBOARD: ASTM E 84, FLAME SPREAD 20 OR LESS.

E. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING: 1. HARDBOARD: AHA A135.4. 2. MEDIUM-DENSITY FIBERBOARD: ANSI A208.2, GRADE MD-EXTERIOR GLUE. 3. PARTICLEBOARD: ANSI A208.1, GRADE M-2-EXTERIOR GLUE. 4. SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM DENSITY OVERLAY. 5. HARDWOOD PLYWOOD AND FACE VENEERS: HPVA HP-1.


A. INTERIOR TRIMS AND MOULDINGS 1. SPECIES FOR TRANSPARENT FINISH: ANY CLOSED-GRAIN HARDWOOD. 2. SPECIES FOR OPAQUE FINISH: ANY CLOSED-GRAIN HARDWOOD.

B. INTERIOR SOLID SURFACING MATERIAL COUNTERTOPS: 1. MANUFACTURERS: FORMICA OR APPROVED EQUAL 2. TYPE: HOMOGENEOUS SOLID SHEETS ANSI Z124.3, FOR TYPE 5 OR TYPE

6, WITHOUT A PRECOATED FINISH. 3. EDGE: EASED 4. SPECIAL FABRICATION: DROPPED IN STAINLESS STEAL.


A. PROVIDE WORK TO SIZES, SHAPES, AND PROFILES INDICATED. INSTALL WORK TO COMPLY WITH QUALITY STANDARDS REFERENCED. BACK PRIME WORK AND INSTALL PLUMB, LEVEL AND STRAIGHT WITH TIGHT JOINTS; SCRIBE WORK TO FIT.

B. QUALITY STANDARD: INSTALL WOODWORK TO COMPLY WITH AWI STANDARDS FOR THE SAME GRADE SPECIFIED FOR TYPE OF WOODWORK INVOLVED.

C. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. COORDINATE WITH WORK OF OTHER SECTIONS.

D. COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR CUTTING, HANDLING, FASTENING AND WORKING TREATED MATERIALS.

E. REPAIR MINOR DAMAGE, CLEAN AND PROTECT. END OF SECTION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION SECTION 07210 BUILDING INSULATION PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE THERMAL INSULATION AND VAPOR RETARDERS. 1.2 SUBMITTALS


B. SUBMIT FOR APPROVAL TEST REPORTS. 1.3 QUALITY ASSURANCE

A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

PART 1 PRODUCTS 1.1 MATERIALS -

A. BOARD INSULATION: 1. MANUFACTURER: OWENS CORNING OR EQUAL. 2. APPLICATION: WALL INFILL. 3. TYPE: EXTRUDED POLYSTYRENE, RIGID.

STANDARD: ASTM C 578. 4. R-VALUE: 10 MINIMUM


A. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. COORDINATE WITH WORK OF OTHER SECTIONS. PROVIDE FULL THICKNESS IN ONE LAYER OVER ENTIRE AREA, TIGHTLY FITTING AROUND PENETRATIONS.

B. POUR LOOSE INSULATION INTO CAVITIES INDICATED; PROVIDE UNIFORM COVERAGE AT CORRECT DENSITY AND THICKNESS.

C. INSTALL VAPOR RETARDER OVER ENTIRE AREA OF INSIDE FACE OF EXTERIOR WALLS AND ELSEWHERE AS INDICATED. SEAL ALL SEAMS AND AROUND PERIMETER AND PENETRATIONS WITH DUCT TAPE TO FORM A CONTINUOUS VAPOR RETARDER FREE OF HOLES.

D. PROTECT INSTALLED INSULATION AND VAPOR RETARDER.

END OF SECTION SECTION 07900 JOINT SEALERS

PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE JOINT SEALERS AND FILLERS. 1.2 SUBMITTALS

A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED.

1. INCLUDE MANUFACTURERS FULL RANGE OF COLOR AND FINISH OPTIONS IF ADDITIONAL SELECTION IS REQUIRED.

1.3 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. FIELD-CONSTRUCTED MOCK-UPS: EACH JOINT TYPE.


A. INTERIOR JOINTS, LIMITED MOVEMENT, ACRYLIC: 1. MANUFACTURERS: LIQUID NAILS BRAND; PABCO GYPSUM; TOP GUN BRAND. 2. MATERIALS: ACRYLIC-EMULSION, ASTM C 834.

B. INTERIOR JOINTS, SANITARY SILICONE: 1. MANUFACTURERS: MOMENTIVE PERFORMANCE MATERIALS - GE EXCLUSIVE LICENSEE. 2. MATERIALS: ONE-PART MILDEW-RESISTANT SILICONE SEALANT, ASTM C 920.


A. EXAMINE SUBSTRATE; REPORT UNSATISFACTORY CONDITIONS IN WRITING. BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATES. B. PROVIDE SEALANTS IN COLORS AS SELECTED FROM MANUFACTURER'S STANDARDS. C. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. CLEAN AND PRIME JOINTS, AND INSTALL BOND BREAKERS, BACKER RODS AND SEALANT AS RECOMMENDED BY MANUFACTURERS. D. DEPTH SHALL EQUAL WIDTH UP TO 1/2 INCH WIDE; DEPTH SHALL EQUAL 1/2 WIDTH FOR JOINTS OVER 1/2 INCH WIDE. E. CURE AND PROTECT SEALANTS AS DIRECTED BY MANUFACTURERS. REPLACE OR RESTORE DAMAGED SEALANTS. CLEAN ADJACENT SURFACES TO REMOVE SPILLAGE.

END OF SECTION

DIVISION 08 - OPENINGS

SECTION 08110 STEEL FRAMES PART 1 GENERAL 1.2 SUMMARY

A. PROVIDE STEEL DOORS AND FRAMES. 1.3 SUBMITTALS


B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION.



B. STANDARDS: ANSI/SDI-100, RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES.

C. PERFORMANCE STANDARDS: 1. FIRE-RATED ASSEMBLIES: NFPA 80, AND ACCEPTABLE TESTING AGENCY

LISTING. 2. THERMAL-RATED ASSEMBLIES AT EXTERIOR: ASTM C 236 OR ASTM C 976. 3. SOUND-RATED ASSEMBLIES AT MECHANICAL ROOMS: ASTM E 1408, AND

ASTM E 413. PART 1 PRODUCTS 1.1 MATERIALS

A. INTERIOR STEEL FRAMES: 1. MANUFACTURERS: PHILLIP MANUF., CO.; CURRIES, CO.; CECO CORP.;

PIONEER INDUSTRIES. 2. MATERIAL: MINIMUM 16 GAUGE STEEL SHEET. 3. CORNERS: MITERED OR COPED. 4. TYPE: STD KNOCKDOWN FRAME 5. FINISH: FACTORY PRIMED AND FIELD PAINTED.


A. FABRICATE WORK TO BE RIGID, NEAT AND FREE FROM SEAMS, DEFECTS, DENTS, WARP, BUCKLE, AND EXPOSED FASTENERS. INSTALL DOORS AND FRAMES IN COMPLIANCE WITH SDI-100, NFPA 80, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

B. PROVIDE THERMALLY IMPROVED DOORS WITH MAXIMUM U-VALUE OF 0.24 BTU/HR./SQ. FT. DEGREE F (ASTM C 236) FOR ALL EXTERIOR DOORS AND ELSEWHERE AS NOTED.

C. PROVIDE ACOUSTICALLY IMPROVED DOORS WITH MINIMUM STC OF 33 (ASTM E 90 AND ASTM E 413) WHERE INDICATED.

D. HARDWARE: PREPARE DOORS AND FRAMES TO RECEIVE HARDWARE ON FINAL SCHEDULE. PROVIDE FOR 3 SILENCERS ON SINGLE DOORFRAMES; 2 ON DOUBLE DOORFRAMES.

E. SHOP FINISH: CLEAN, TREAT AND PRIME PAINT ALL WORK WITH RUST-INHIBITING PRIMER COMPARABLE WITH FINISH PAINT SPECIFIED IN DIVISION 9 SECTION. PROVIDE ASPHALT EMULSION SOUND DEADENING COATING ON CONCEALED FRAME INTERIORS.

F. TOUCH-UP DAMAGED COATINGS READY TO RECEIVE FINISH PAINTING. END OF SECTION SECTION 08210 FLUSH WOOD DOORS PART 1 GENERAL 1.2 SUMMARY

A. PROVIDE FLUSH WOOD DOORS. 1.3 SUBMITTALS


B. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED.

C. WARRANTY: SUBMIT MANUFACTURERS STANDARD WARRANTY. INCLUDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE MATERIALS. 1. SOLID-CORE EXTERIOR DOORS: 5 YEARS. 2. SOLID-CORE INTERIOR DOORS: LIFE OF INSTALLATION. 3. HOLLOW-CORE INTERIOR DOORS: 2 YEARS.



B. QUALITY STANDARDS: [NWWDA I.S.1-A, 'ARCHITECTURAL WOOD FLUSH DOORS.'] [AWI'S 'ARCHITECTURAL WOODWORK STANDARDS.'].

C. FIRE RATED WOOD DOORS: MEET NFPA 80 REQUIREMENTS. PART 1 PRODUCTS 1.1 MATERIALS

A. INTERIOR FLUSH WOOD DOORS: 1. MANUFACTURERS: VT INDUSTRIES, INC.; OSHKOSH ARCHITECTURAL

DOOR CO.; GRAHAM. 2. TYPE: SOLID CORE. 3. THICKNESS: 1-3/4 INCHES THICK. 4. FRAMES: HOLLOW METAL. 5. SPECIESWHITE SELECT BIRCH INTERIOR DOORS 6. FINISH: MATCH SUITE: 134 7. CUT: MATCH EXISTING 8. MATCHING: MATCH EXISTING


A. COMPLY WITH NWMA I.S. 1A AND SPECIFIED QUALITY STANDARD. B. PREFIT DOORS TO FRAMES. PREMACHINE DOORS FOR HARDWARE LISTED ON

FINAL SCHEDULES. FACTORY BEVEL DOORS. C. INSTALL DOORS WITH NOT MORE THAN 1/8 INCH CLEARANCE AT TOP AND SIDES,

1/4 INCH AT BOTTOM. COMPLY WITH NFPA 80 FOR RATED ASSEMBLIES. D. ADJUST, CLEAN, AND PROTECT.

END OF SECTION SECTION 08710 DOOR HARDWARE


A. PROVIDE DOOR HARDWARE. 1.2 SUBMITTALS



C. SUBMIT FOR APPROVAL HARDWARE SCHEDULE PROPOSED FOR USE BASED ON OWNER'S REQUIREMENTS.



B. HARDWARE FOR FIRE-RATED OPENINGS: NFPA 80, AND LOCAL REQUIREMENTS. C. MATERIALS AND APPLICATION: ANSI A156 SERIES STANDARDS.


A. DOOR HARDWARE: 1. MANUFACTURERS: PROVIDE HARDWARE BY MANUFACTURERS FOUND BELOW

OR AN ACCEPTABLE EQUAL TO BE APPROVED BY THE ARCHITECT. LOCKSETS – CORBIN RUSSWIN HINGES

1) STANDARD - MCKINNEY 2) CONTINUOUS - PEMKO

CLOSERS – CORBIN RUSSWIN PARALLEL ARM ELEC. STRIKES – HES (HANCHETT ENTRY SYSTEMS) FLUSH BOLTS - ROCKWOOD COORDINATORS - ROCKWOOD KICKPLATES – ROCKWOOD K1050 PULL PLATES – ROCKWOOD 111X70C PUSH PLATES – ROCKWOOD 70C RECESSED PULLS – ACCURATE FE5001 SLIDING DOOR HARDWARE –

3) BYPASS - HAGER 9886 OR PEMKO 4) SINGLE – PEMKO 200 SERIES OR EQUAL HAGER

POCKET DOOR KIT – HAGER 9630 OR PEMKO POCKET FRAME KIT SLIDING OR POCKET – LATCH/LOCKSETS – ACCURATE SLIDING/POCKET

HARDWARE (LOCKSETS FOR CYLINDERS AND FLUSH PULLS WITH CONCEALED SCREWS – CS TYPE)

CABINET LOCKS – BEST 5L SERIES LATCHBOLT - MORTISED WALL STOPS – ROCKWOOD 406 OVERHEAD STOPS - RIXON ELECTROMAG HOLD – RIXON 998 SILENCERS - ROCKWOOD SEALS AND SWEEPS – PEMKO AUTOMATIC DOOR BOTTOMS - PEMKO EXT. THRESHOLDS - PEMKO INT. THRESHOLDS

5) STANDARD – PEMKO 6) AT CERAMIC TILE – MARBLE

CARD/BADGE READERS 7) PROVIDE ALL REQUIRED INFRASTRUCTURE FOR

INSTALLATION AND COORDINATE WITH THE HOSPITAL FOR EXACT MODEL DEVICE. GC TO INSTALL OWNER TO PROVIDE.

2. QUALITY LEVEL: HEAVY DUTY COMMERCIAL. 3. INTERIOR LOCKSETS AND LATCHSETS: MORTISE TYPE. 4. EXTERIOR LOCKSETS AND LATCHSETS: RIM TYPE W/ PANIC DEVICE. 5. LOCK CYLINDERS: INTERCHANGEABLE. 6. KEYING: OWNER'S REQUIREMENTS – GC TO COORDINATE 7. HINGES AND BUTTS: FULL-MORTISE TYPE AT INTERIOR, WITH

CONTINUOUS TYPE AT EXTERIOR DOORS. 8. CLOSERS, DOOR CONTROL, AND EXIT DEVICES: HIGH FREQUENCY. 9. CLOSERS, DOOR CONTROL, AND EXIT DEVICES: BARRIER-FREE. 10. PIVOTS: OFFSET OR CENTER-HUNG TYPE. 11. PUSH/PULL UNITS: THROUGH-BOLTED TYPE. 12. HARDWARE FINISHES: US26D


A. FOLLOW GUIDELINES OF DHI 'RECOMMENDED LOCATIONS FOR BUILDER'S HARDWARE AND HARDWARE MANUFACTURERS' INSTRUCTIONS.

B. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS.

C. KET TO AMEDISYS SUITE134 MASTER. D. ADJUST OPERATION, CLEAN AND PROTECT.

3.2 SCHEDULE A. HARDWARE SCHEDULE: SEE ARCHITECTURAL DWGS.

END OF SECTION

DIVISION 09 - FINISHES SECTION 09110 NON-STRUCTURAL METAL FRAMING PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE NON-STRUCTURAL METAL FRAMING FOR GYPSUM BOARD ASSEMBLIES. 1.2 SUBMITTALS




B. TOLERANCES: NOT MORE THAN 1/8 INCH IN 10 FEET DEVIATION FROM TRUE PLANE, PLUMB, LEVEL AND PROPER RELATION TO ADJACENT SURFACES IN FINISHED WORK.

C. FIRE RESISTANCE FOR FIRE-RATED ASSEMBLIES: ASTM E 119. D. PERFORMANCE: FIRE, STRUCTURAL, AND SEISMIC PERFORMANCE MEETING

REQUIREMENTS OF BUILDING CODE AND LOCAL AUTHORITIES. PART 1 PRODUCTS 1.1 MATERIALS

A. STEEL FRAMING FOR SUSPENDED AND FURRED CEILINGS: 1. MANUFACTURERS: CLARKDIETRICH BUILDING SYSTEMS; MARINO/WARE

OR APPROVED EQUAL. 2. MATERIAL STANDARD: ASTM C645. 3. ATTACHMENT: STANDARD. 4. ACCESSORIES: FURRING CHANNELS, HANGERS AND INSERTS.

B. STEEL FRAMING FOR WALLS AND PARTITIONS: 1. MANUFACTURERS: CLARK DIETRICH; MARINOWARE 2. MATERIAL STANDARD: ASTM C645. 3. STUD THICKNESS: 20 GAUGE (.0329 INCH). 4. STUD DEPTH, TYPICAL: 3-5/8 INCHES. 5. FURRING CHANNEL THICKNESS: 20 GAUGE (.0329 INCH). 6. AUXILIARY FRAMING COMPONENTS: FURRING BRACKETS, RESILIENT

FURRING CHANNELS, Z-FURRING MEMBERS, AND NON-CORROSIVE FASTENERS.


A. PROVIDE FIRE-RATED SYSTEMS WHERE INDICATED AND WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION.

B. WHERE NEW PARTITIONS MEET EXISTING CONSTRUCTION, REMOVE EXISTING CORNERBEADS TO PROVIDE A SMOOTH TRANSITION.

C. PROVIDE ACOUSTICAL SEALANT AT BOTH FACES AT TOP AND BOTTOM RUNNER TRACKS, WALL PERIMETERS, OPENINGS, EXPANSION AND CONTROL JOINTS.

END OF SECTION SECTION 09260 GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE GYPSUM BOARD ASSEMBLIES. 1.2 SUBMITTALS




REVISIONSID01

DESCRIPTIONBID SET

DATE12/22/2016 12:23 PM

NGINEERING

HILADELPHIA

PIKE

DE. 19809ILMINGTON,

ORPORATIONCE

PFAX 302.762.0653TEL 302.762.6010

WWW.PARAGON-ENG.COM

708 P

CE W

PARAGON

GENERALSHEET:

REV #:


PROJECT NO. 2016.16

DRAWN GM

CHECKED MEC



LICENSE NUMBER:


(410) 398-8866


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B. TOLERANCES: NOT MORE THAN 1/16-INCH DIFFERENCE IN TRUE PLANE AT JOINTS BETWEEN ADJACENT BOARDS BEFORE FINISHING. AFTER FINISHING, JOINTS SHALL BE NOT BE VISIBLE. NOT MORE THAN 1/8 INCH IN 10 FEET DEVIATION FROM TRUE PLANE, PLUMB, LEVEL AND PROPER RELATION TO ADJACENT SURFACES IN FINISHED WORK.

C. FIRE RESISTANCE FOR FIRE-RATED ASSEMBLIES: ASTM E 119. D. PERFORMANCE: FIRE, STRUCTURAL, AND SEISMIC PERFORMANCE MEETING

REQUIREMENTS OF BUILDING CODE AND LOCAL AUTHORITIES. PART 1 PRODUCTS 1.1 MATERIALS

A. GYPSUM BOARD: 1. APPLICATION: INTERIOR WALLS, PARTITIONS, AND CEILINGS WITH TAPE

AND JOINT COMPOUND FINISH. PART 1 EXECUTION 1.1 INSTALLATION

A. INSTALL GYPSUM BOARD FOR TAPE AND 3-COAT JOINT COMPOUND FINISH IN COMPLIANCE WITH ASTM C 840 AND GA 216, LEVEL 4 FINISH. INSTALL GYPSUM BOARD ASSEMBLIES TRUE, PLUMB, LEVEL AND IN PROPER RELATION TO ADJACENT SURFACES.

B. PROVIDE FIRE-RATED SYSTEMS WHERE INDICATED AND WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION.

C. INSTALL BOARDS VERTICALLY. DO NOT ALLOW BUTT-TO-BUTT JOINTS AND JOINTS THAT DO NOT FALL OVER FRAMING MEMBERS.

D. WHERE NEW PARTITIONS MEET EXISTING CONSTRUCTION, REMOVE EXISTING CORNERBEADS TO PROVIDE A SMOOTH TRANSITION.

E. PROVIDE INSULATION FULL HEIGHT AND THICKNESS IN PARTITIONS AT CONFERENCE ROOMS, TOILET ROOMS, BETWEEN DIFFERENT OCCUPANCIES, AND WHERE REQUIRED.

F. PROVIDE ACOUSTICAL SEALANT AT BOTH FACES AT TOP AND BOTTOM RUNNER TRACKS, WALL PERIMETERS, OPENINGS, EXPANSION AND CONTROL JOINTS.

G. INSTALL TRIM IN STRICT COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.

H. REPAIR SURFACE DEFECTS. LEAVE READY FOR FINISH PAINTING OR WALL TREATMENT.

END OF SECTION SECTION 09510 ACOUSTICAL CEILINGS PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE ACOUSTICAL CEILINGS AND SUSPENSION SYSTEMS. 1.2 SUBMITTALS



C. EXTRA STOCK: SUBMIT EXTRA STOCK EQUAL TO 5 PERCENT OF AMOUNT INSTALLED.



B. PERFORMANCE: FIRE, STRUCTURAL, AND SEISMIC PERFORMANCE MEETING REQUIREMENTS OF BUILDING CODE AND LOCAL AUTHORITIES. ACOUSTICAL PERFORMANCE BASED ON PROJECT REQUIREMENTS.


A. MINERAL FIBER ACOUSTICAL CEILINGS: 1. MANUFACTURERS: ARMSTRONG OR APPROVED EQUAL 2. PANEL SIZE: AS SHOWN ON DRAWINGS 3. PANEL EDGE: FLAT LAYIN. BOD .755B 4. GRID: EXPOSED FLUSH GRID. 5. SUSPENSION SYSTEM: MATCH EXISTING 6. AUXILIARY MATERIALS:

-EDGE MOLDING AND TRIM. -HOLD-DOWN CLIPS AND IMPACT CLIPS. -CONCEALED ACOUSTICAL SEALANT.


A. INSTALL MATERIALS AND SUSPENSION SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND ASTM C 636. COORDINATE INSTALLATION WITH LOCATION OF MECHANICAL AND ELECTRICAL WORK TO ENSURE PROPER LOCATIONS AND ANCHORAGE.

B. LEVEL CEILING TO WITHIN 1/8 INCH IN 10 FEET IN BOTH DIRECTIONS. SCRIBE AND CUT PANELS TO FIT ACCURATELY. MEASURE AND LAYOUT TO AVOID LESS THAN HALF PANEL UNITS.

C. REMOVAL AND REINSTALLATION AT EXISTING CEILINGS: REMOVE AND STORE MATERIALS FOR REUSE WHEN ALLOWED. HANDLE WITH WHITE GLOVES AND AVOID DAMAGING CORNERS AND EDGES. CLEAN TILES AND GRID SYSTEM, WHICH HAVE BEEN REMOVED. PROVIDE ADDITIONAL MATERIALS TO COMPLETE THE WORK AND TO REPLACE DAMAGED EXISTING MATERIALS. NEW MATERIALS SHALL MATCH EXISTING MATERIALS AS APPROVED.

D. ADJUST, CLEAN, AND TOUCH-UP ALL SYSTEM COMPONENTS. END OF SECTION

SECTION 09650 RESILIENT FLOORING


A. PROVIDE RESILIENT FLOORING AND FLOOR PREPARATION. 1.2 SUBMITTALS



C. EXTRA STOCK: SUBMIT EXTRA STOCK EQUAL TO 2% OF TOTAL USED. 1.3 QUALITY ASSURANCE


B. PERFORMANCE: FIRE PERFORMANCE MEETING REQUIREMENTS OF BUILDING CODE AND LOCAL AUTHORITIES.


A. VINYL COMPOSITION TILE FLOORING: 1. MANUFACTURERS: ARMSTRONG OR APPROVED EQUAL. 2. TYPE: VINYL COMPOSITION TILE: ASTM F 1066, CLASS 2 THROUGH-

PATTERN. 3. SIZE: 12 BY 12 INCHES. 4. THICKNESS: 1/8 INCH. 5. AUXILIARY MATERIALS:

EDGE STRIPS AND TERMINATIONS. LEVELING COMPOUND.


A. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. INSTALL IN PROPER RELATION TO ADJACENT WORK.

B. PREPARE SURFACES BY CLEANING, LEVELING AND PRIMING AS REQUIRED. TEST ADHESIVE FOR BOND BEFORE GENERAL INSTALLATION. LEVEL TO 1/8' IN 10' TOLERANCE.

C. TILE FLOORING: INSTALL TILE WITH TIGHT JOINTS AND WITH ONE-WAY PATTERN. LAYOUT TO PREVENT LESS THAN 1/2 TILE UNITS.

D. SHEET FLOORING: INSTALL SHEETS WITH TIGHT JOINTS AND PATTERN IN ADJOINING AREAS RUNNING IN THE SAME DIRECTION. LAYOUT TO MINIMIZE SEAMS AS APPROVED.

E. CLEAN, POLISH, AND PROTECT. F. PROVIDE 2% EXTRA STOCK

PART 1 END OF SECTION SECTION 09653 RESILIENT BASE AND ACCESSORIES PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE RESILIENT WALL BASE AND ACCESSORIES. 1.2 SUBMITTALS



C. SUBMIT EXTRA STOCK EQUAL TO 2% OF TOTAL USED. 1.3 QUALITY ASSURANCE


B. PERFORMANCE: FIRE PERFORMANCE MEETING REQUIREMENTS OF BUILDING CODE AND LOCAL AUTHORITIES.


A. RESILIENT WALL BASE: 1. MANUFACTURERS: JOHNSONITE, ROPPE OR APPROVED EQUAL 2. STANDARD: ASTM F 1861. 3. TYPE: TV (VINYL). 4. TYPE: TS (RUBBER, VULCANIZED THERMOSET). 5. GROUP: I (SOLID, HOMOGENEOUS) 6. GROUP: II (LAYERED) 7. STYLE: COVE. 8. STYLE: STRAIGHT. 9. THICKNESS: 0.125 INCH 10. THICKNESS: 0.080 INCH 11. HEIGHT: 4 INCHES.


A. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. INSTALL IN PROPER RELATION TO ADJACENT WORK.

B. INSTALL BASE AND ACCESSORIES TO MINIMIZE JOINTS. INSTALL BASE WITH JOINTS AS FAR FROM CORNERS AS PRACTICAL.

C. CLEAN, POLISH, AND PROTECT. END OF SECTION SECTION 09684 CARPETING PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE BROAD LOOM CARPET AND FLOOR PREPARATION. 1.2 SUBMITTALS



C. EXTRA STOCK: SUBMIT EXTRA STOCK EQUAL TO 2% OF TOTAL USED.


A. CARPET : 1. MANUFACTURERS: SEE AMEDISYS SPEC 2. COLOR AND STYLE: SEE AMEDISYS FINISH SCHEDULE 3. MATERIAL: HIGH-PERFORMANCE NYLON BONDED TO RESILIENT BACKING. 4. INSTALLATION METHOD: GLUE-DOWN. 5. AUXILIARY MATERIALS:

EDGE GUARDS. ADHESIVES, CEMENTS AND FASTENERS. LEVELING COMPOUND.


A. COMPLY WITH RECOMMENDATIONS OF CARPET AND RUG INSTITUTE "SPECIFIER'S HANDBOOK".

B. PREPARE SURFACES AND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. CLEAN, PATCH, AND LEVEL SUBSTRATE. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS.

C. INSTALL EDGE GUARDS AND REDUCER STRIPS AS REQUIRED; CLEAN AND PROTECT.

END OF SECTION SECTION 09910 PAINTS PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE PAINTING AND SURFACE PREPARATION. 1.2 SUBMITTALS


B. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED. 1. INCLUDE MANUFACTURERS FULL RANGE OF COLOR AND FINISH OPTIONS

IF ADDITIONAL SELECTION IS REQUIRED. C. EXTRA STOCK: SUBMIT 2 UNOPENED GALLONS OF EACH PAINT AND COLOR USED

IN THE PROJECT. 1.3 QUALITY ASSURANCE


B. REGULATIONS: COMPLIANCE WITH VOC AND ENVIRONMENTAL REGULATIONS. PART 1 PRODUCTS 1.1 MATERIALS

A. PAINTING: 1. MANUFACTURERS: SHERWIN-WILLIAMS AND BENJAMIN MOORE. 2. APPLICATION: INTERIOR UNFINISHED SURFACES. 3. PRIMARY COATING TYPE: LATEX ZERO VOC BASED PAINTS. 4. PRIMARY PAINT SYSTEMS: PRIMER PLUS TWO FINISH COATS.


A. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATE.

B. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS.

C. AT EXISTING AREAS TO BE REPAINTED, REMOVE BLISTERED OR PEELING PAINT TO SOUND SUBSTRATES. REMOVE CHALK DEPOSITS AND MILDEW AND WASH ALL SURFACES WITH MILD DETERGENT. PERFORM RELATED MINOR PREPARATION INCLUDING CAULK AND GLAZING COMPOUNDS. SPOT PRIME BARE AREAS BEFORE PRIMING AND PAINTING AS SPECIFIED.

END OF SECTION

DIVISION 10 – SPECIALTIES SECTION 10520 FIRE PROTECTION SPECIALTIES PART 1 GENERAL 1.1 SUMMARY

A. RELOCATE EXISTING FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES. PROVIDE NEW IF NEEDED.

1.2 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION.

1.3 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. STANDARDS: UL AND FM LISTED PRODUCTS, NFPA 10. C. REGULATIONS: ADAAG.


A. FIRE EXTINGUISHERS: 1. MANUFACTURERS: JL INDUSTRIES OR EQUAL 2. TYPE: MULTIPURPOSE DRY CHEMICAL TYPE. 3. TYPE: STORED-PRESSURE WATER TYPE. 4. RATING: SIZED FOR PROJECT REQUIREMENTS. 5. PUBLIC AREA MOUNTING: CABINET MOUNTED. 6. SERVICE AREA MOUNTING: METAL BRACKETS.

B. CABINETS: 1. MANUFACTURERS: JL INDUSTRIES OR EQUAL 2. MODEL: COSMOPOLITAN SERIES 3. MOUNTING: SURFACE-MOUNTED/SEMI RECESSED 4. DOORS: STEEL, BAKED ENAMEL FINISH. 5. DOORS: ACRYLIC. 6. DOOR STYLE: DUO-PANEL. 7. ACCESSORIES:

A. GLASS BREAKER OR FIRE HANDLE. B. SIGNAGE. C. OPERATION INSTRUCTIONS


A. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. B. INSTALL FIRE EXTINGUISHERS IN MECHANICAL AND SERVICE AREAS WITH WALL-HUNG BRACKETS AT LOCATIONS AND HEIGHTS INDICATED AND ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. C. INSTALL FIRE EXTINGUISHERS IN CABINETS IN PUBLIC AREAS PLUMB AND LEVEL AT HEIGHTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. D. RESTORE DAMAGED FINISHES. CLEAN AND PROTECT WORK FROM DAMAGE.

END OF SECTION SECTION 10800 TOILET ACCESSORIES PART 1 GENERAL 1.1 SUMMARY

A. PROVIDE TOILET, BATH, AND LAUNDRY ACCESSORIES. B. SEE PLUMBING DWGS AND SPECS FOR SPECIFIC PLUMBING FIXTURE

INFORMATION. IN THE ABSENCE OF SUCH REQUIREMENTS, THE FOLLOWING MINIMUM REQUIREMENTS APPLY FOR THE WORK OF THIS PROJECT.

1.2 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION

INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL

CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION.




B. TOILET AND BATH ACCESSORIES: SEE PLUMBING FIXTURE SCHEDULE. PART 3 EXECUTION 3.1 INSTALLATION

C. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS.

D. RESTORE DAMAGED FINISHES AND TEST FOR PROPER OPERATION. CLEAN AND PROTECT WORK FROM DAMAGE.

END OF SECTION

DIVISION 12 - FURNISHINGS SECTION 12490 WINDOW TREATMENTS PART 1 GENERAL 1.1 SUMMARY

A. EXISTING TO REMAIN. B. NEW AT NEW WINDOW LOCATION.


A. CLEAN, ADJUST, AND VERIFY PROPER OPEREATION. B. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS.

C. RESTORE DAMAGED FINISHES AND TEST FOR PROPER OPERATION. CLEAN AND PROTECT WORK FROM DAMAGE.

END OF SECTION

REVISIONSID01

DESCRIPTIONBID SET

DATE12/22/2016 12:23 PM

NGINEERING

HILADELPHIA

PIKE

DE. 19809ILMINGTON,

ORPORATIONCE

PFAX 302.762.0653TEL 302.762.6010

WWW.PARAGON-ENG.COM

708 P

CE W

PARAGON

PLANSSHEET:

REV #:


PROJECT NO. 2016.16

DRAWN GM

CHECKED MEC



LICENSE NUMBER:


(410) 398-8866


CIVIL ENGINEERING:

ALT

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A.100

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D-02

D-03

D-03

D-03 D-03

D-05

D-04

D-04

D-06

D-06

D-07

D-07

D-08

D-09

D-08

D-01

D-09

D-10 D-10

EXISITNG

DEMOL

NOTE TAG

ROOM TAG

ROOM TAG(CHANGINGFUNCTION)

INDICATES DOOR TO BE RELOCATED.NUMBER INDICATES NEW ROOM LOCATION

DEMO EXISTING INTERIOR WALLS WHERE INDICATED.

DEMO EXISTING INTERIOR DOOR. INFILL AND RE-FINISH TO MATCH EXISTING WALLS.RE-FINISH FLOORING.

PATCH FLOOR WHERE EXISTING VERTICAL CONDUIT WAS LOCATED.

REMOVE AND/OR RELOCATE EXISTING EQUIPMENT AND PIPING.EXISTING ELECTRICAL PANEL TO REMAINCOORDINATE WITH M.E.P. ENGINEERS.PATCH AND REFINISH WALLS TO MATCH EXISTING.

DEMO EXISTING DOOR AND PREPEARE FOR NEW OPENING. PATCH AND RE-FINISHTO MATCH EXISTING AND RE-FINISH FLOORING.COORDINATE WITH ARCH. DWGS.

REMOVE EXISTING OVERHEAD DOOR. INFILL WALL TO MATCH EXISTING CMU WALLPREPARE FOR NEW WINDOW. COORDINATE WITH ARCH DWGS.

PATCH/REPAIR ANY CRACKS IN EXISTING SLAB.

- RELOCATE ANY EXISTING EXIT SIGNS AND EMERGENCY LIGHTS.COORDINATE WITH ELECT. ENGINEERS.

- EXISTING BLINDS TO BE MAINTAINED AND RE-USED.

PROJECT PERIMETER

DEMO SLAB WHERE INDICATED FOR NEW PLUMBING FIXTURES.

DEMO AND PEPARE WALL FOR NEW OPENING. COORDINATE WITH ARCH. DWGS.

GENERAL NOTES

WALL TO BE STAGGERED STUD WALL. BUILD PARTITION IN PHASES- TO BECOMPLETED AFTER TENANT IS MOVED IN.

- EXISTING LIGHT FIXTURES TO BE MAINTAINED AND RE-USED.

REVISIONSID01

DESCRIPTIONBID SET

DATE12/22/2016 12:23 PM

NGINEERING

HILADELPHIA

PIKE

DE. 19809ILMINGTON,

ORPORATIONCE

PFAX 302.762.0653TEL 302.762.6010

WWW.PARAGON-ENG.COM

708 P

CE W

PARAGON

PLANSSHEET:

REV #:


PROJECT NO. 2016.16

DRAWN GM

CHECKED MEC



LICENSE NUMBER:


(410) 398-8866


CIVIL ENGINEERING:

ALT

ERA

TION

A.101

8078-R

01

UCC

C A

MED

ISYS

107

CH

ESA

PEA

K BL

VD

ELKT

ON

, M

D


MD

FLOOR PLANS

C


CO

PYR

IGH

T 2

016

CLA

RK

Des

ign

Gro

up,

pcPR

INT

DAT

E: T

hurs

day,

Dec

embe

r 22,

201

6 L:

\_Pr

ojec

ts\2

016\

2016

-26

CC

UC

CC

AM

EDIS

YS 2

016\

3. P

RO

JEC

T C

ADD

FIL

ES\2

. AR

CH

ITEC

TUR

AL\U

CC

C A

MED

ISYS

.pln



12/16/2016

F F

EXISTING ELECTRICALPANEL TO REMIAN

4'-3"4'-3"


OFFICE101

CP RB P1 AC

OFFICE102

CP RB P1 AC

SERVER ROOM105

CP RB P1 AC

OFFICE103

CP RB P1 AC

MULTI PURPOSE100

CP RB P1 AC

TOILET106

FT CB WT AC

MULTI PURPOSE104

CP RB P1 AC

WAITING ??100

CP RB P1 AC

FE

FE

TOILET106

FT CB WT AC

F F


107

105

11'-7"

7'-7"

7'-6"

25'-6

"15

'-1"

19'-10"+/-

2G.100

2G.100

3G.100

4G

.100

2


OFFICE101

CP RB P1 AC

OFFICE102

CP RB P1 AC

SERVER ROOM105

CP RB P1 AC

OFFICE103

CP RB P1 AC

MULTI PURPOSE100

CP RB P1 AC

TOILET106

FT CB WT AC

MULTI PURPOSE104

CP RB P1 AC

WAITING ??100

CP RB P1 AC

2

2

2

FE

FE

103

102

W1

101

105

106

24'-4

"

12'-6

"7'-

6"

11'-0" 12'-10"+/-

12'-6

"

1G.100

1G.100

5

4

TOILET106

FT CB WT AC

CLASSROOM100

CP RB P1 AC

FE

100

PARTITION LEGEND

EXISTING WALL/ITEM TO REMAIN

PLAN LEGEND

PROPOSED WALLS / ITEMS

WALL TAG

DOOR TAG

STOREFRONT TAGSF1

SPECIFIC NOTE

SPECIFIC NOTES:

FIRE EXTINGUISHER CABINET

TYPICAL ROOM TAG W/ FINISH CODES

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

1 SPACE PLANA.101

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

2 GROUND FLOOR ARCHITECTURAL PLANA.101

FLOORINGBASEWALLCEILING

N-04

N-02

N-01

1

1

2

3

N-01

N-02

N-01

N-02

4

5

N-02

N-03 N-03

N-04

DEMO GWB

3 5/8" MTL STUD

WRAP 5 1/2" ACCOUSTICINSULATION THRU/AROUNDSTUDS

BLOCK OUT GAP

BLOCK OUT GAP

5 1/2" ACCOUSTICINSULATION THRU/AROUNDSTUDS

N-05

N-05

N-06

N-06

3 5/8" MTL STUDS

EXISTING DECKING

BEAM BEYOND

NEW STAGGERED STUDWALL. TO EXISTING DECKING

PARTITION NOTES:METAL STUD PARTITIONS TO BE INSTALLED W/ BRACING AND BRIDGINGPER MFG'S SPECIFICATIONS.

ALL PARTITIONS ARE NEW U.N.O.

ALL EXISTING INTERIOR PLASTER WALLS IN PROJECT AREA TO BE REPAIREDW/ PLASTER MATERIALS WHERE DAMAGED BY DEMOLITION ANDWHERE WARRANTED BY EXISTING MATERIAL DEGRADATION.PATCH AND MAKE APPEARANCE LIKE ADJACENT WALLS. PROVIDE ACOUSTIC CAULKING/SEALANT WHERE ADJOININGTO ADJACENT MATERIAL.

ALL DIMENSIONS ARE MEASURED FROM FINISHED FACE OF WALL TO FINISHEDFACE OF WALL UNLESS NOTED OTHERWISE. CONTRACTOR SHALL NOT ADJUSTANY DIMENSIONS DESIGNATED AS "HOLD" OR "HLD" WITHOUT WRITTENINSTRUCTIONS FROM ARCHITECT.

VERIFY LOCATION OF ALL COLUMNS BEFORE LAYING OUT INTERIOR STUD WALLS.IF CONTRACTOR NOTICES ANY DISCREPANCY THEY ARE TO CONTACTARCHITECT IMMEDIATELY.

PROVIDE SLEEVES FOR CABLING IN WALLS THAT EXTEND TO STRUCTURE ABOVE.

PROVIDE SLEEVES FOR HVAC DUCTWORK IN WALLS THAT EXTEND TO STRUCTUREABOVE.

INSTALL HILTI ANCHORS WHERE NEW METAL STUDS BUTT EXISTING BLOCK WALLS.

INTERIOR PARTITIONS 6" ABOVE CEILING U.N.O.

TYP. TOILET RM WALL5/8" GYP WB3 5/8" MTL STUD W/ 6" SOUND BATTSTILE & BACKER UP TO WAINSCOT (APPROX 3'-4" IN TOILETS)5/8" GYP WB MOISTURE RESISTANT

MOISTURESIDE

TYP. TOILET PLUMBING WALL5/8" GYP WB MOISTURE RESISTANTTILE & BACKER (WAINSCOT - APPROX 3'-4" IN TOILETS)6" MTL STUDTILE & BACKER (WAINSCOT)5/8" GYP WB MOISTURE RESISTANT

TYP. INTERIOR WALL5/8" GYP WB3 5/8" MTL STUD5/8" GYP WB

INFILL OVER HEAD DOOR OPENING. TO MATCH EXISTING EXTERIOR CMU WALL.ADD WINDOW, TO MATCH EXISITNG IN BUILDING. SEE INTERIOR ELEVATION.

PATCH AND RE-FINISH FLOORING TO MATCH EXISTING.

ALL EXTERIOR WALL TYPES TYP.ALL INTERIOR WALL TYPES TYP.

EXISTING AMEDISYS

PROJECT PERIMETERPROJECT PERIMETER

MOISTURESIDE

STAGGERED STUD WALL- ALTERATION TO EXISTING PARTITION.UP TO DECK- COMPLETE AFTER TENENT MOVE-IN.5/8" GYP WB3 5/8" MTL STUD W/ SOUND BATTS-FILL STUD CAVITY- UP TO DECK3 5/8" MTL STUD W/ SOUND BATTS-FILL STUD CAVITY- UP TO DECK5/8" GYP WB

STAGGEREDSTUDS

CMU EXTERIOR INFILL WALLINFILL OH DOOR8"/12"CMU2" GALV. CLIPS2" RIGID INSULATION5/8" GYP. WB

EXISTING ELECTRICAL PANEL TO REMAIN.

INFILL DEMO'D DOOR OPENING. TO MATCH EXISTING.

EXISTING STUDSTO REMAIN

WALL TO BE BUILT IN PHASES.SUITE 114 TO BE COMPLETED AFTERTENANT IS MOVED INTO SUITE 124

BASE

DECK

STAGGERED STUD PARTITION.

NEW STUDS

EXISTING AMEDISYS

PROVIDE NEEDED ELECTRICAL FOR SERVER. COORDINATE WITH ELECTRICAL DRAWINGS.

PROVIDE PLUMBING AND ELECTRICAL NEEDED FOR NEW KITCHEN SINK AND REFRIGERATOR

STAGGERED STUD PARTITION @ DECK.

SUITE 114SUITE 124

CLIP OPENING

INFILL AT BEAM

REVISIONSID01

DESCRIPTIONBID SET

DATE12/22/2016 12:23 PM

NGINEERING

HILADELPHIA

PIKE

DE. 19809ILMINGTON,

ORPORATIONCE

PFAX 302.762.0653TEL 302.762.6010

WWW.PARAGON-ENG.COM

708 P

CE W

PARAGON

PLANSSHEET:

REV #:


PROJECT NO. 2016.16

DRAWN GM

CHECKED MEC



LICENSE NUMBER:


(410) 398-8866


CIVIL ENGINEERING:

ALT

ERA

TION

A.102

8078-R

01

UCC

C A

MED

ISYS

107

CH

ESA

PEA

K BL

VD

ELKT

ON

, M

D


MD

REFLECTED CEILING PLAN

C


CO

PYR

IGH

T 2

016

CLA

RK

Des

ign

Gro

up,

pcPR

INT

DAT

E: T

hurs

day,

Dec

embe

r 22,

201

6 L:

\_Pr

ojec

ts\2

016\

2016

-26

CC

UC

CC

AM

EDIS

YS 2

016\

3. P

RO

JEC

T C

ADD

FIL

ES\2

. AR

CH

ITEC

TUR

AL\U

CC

C A

MED

ISYS

.pln



12/16/2016

LEGEND

EQUQL EQUAL

EQUA

LEQ

UAL

EQUQL EQUAL

EQUA

LEQ

UAL

WORKING POINT

TYPICAL CEILING LAYOUT

CEILINGGRID

ALTERNATE CEILING LAYOUT

TYPICAL SUSPENDED ACOUSTICAL (SAC) CEILING

19'-4

"

14'-4"14

'-9"

17'-3

1/2"

35'-0

"

31'-3

3/4"


2A.102

9'-0"AC48

7'-10"GYPSOFFIT

BULKHEAD

BULKHEAD

BULKHEAD

9'-0"AC48

9'-0"AC48

9'-0"AC48

9'-0"AC48

9'-0"AC48

9'-0"AC48

9'-0"AC48

CEILING TILE CEILING TILE

V.I.F

NEW 2x4 FIXTURE

NEW 2x2 FIXTURE

NEW EMERGENCYLIGHTING (BATTERY PACK)

NEW EXIT LIGHTSOLID INDICATESEGRESS DIRECTION

NEW SWITCH

NEW 3 WAY SWITCH

NEW 2x4 NIGHT LIGHTFIXTURE

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

1 REFLECTED CEILING PLANA.102

2 BULKHEAD STLA.102

S3

S

ALL CEILINGS TO BE CENTERED IN SPACE & CORRIDOR.

ALL AREAS TO HAVE NEW 2' x4' BLDG STD CEILING TILE AND GRID

EXISTING AMEDISYS

PROJECT PERIMETER ALL NEW CEILINGS TO BE 9'-0". ADJUST CEILING TO MATCH EXISTING.

SOFFIT DTL SIMILAR, BUT SOFFIT TO BE 13" WIDE

REVISIONSID01

DESCRIPTIONBID SET

DATE12/22/2016 12:23 PM

NGINEERING

HILADELPHIA

PIKE

DE. 19809ILMINGTON,

ORPORATIONCE

PFAX 302.762.0653TEL 302.762.6010

WWW.PARAGON-ENG.COM

708 P

CE W

PARAGON

PLANSSHEET:

REV #:


PROJECT NO. 2016.16

DRAWN GM

CHECKED MEC



LICENSE NUMBER:


(410) 398-8866


CIVIL ENGINEERING:

ALT

ERA

TION

G.100

8078-R

01

UCC

C A

MED

ISYS

107

CH

ESA

PEA

K BL

VD

ELKT

ON

, M

D


MD

SECTIONS AND DETAILS

C


CO

PYR

IGH

T 2

016

CLA

RK

Des

ign

Gro

up,

pcPR

INT

DAT

E: T

hurs

day,

Dec

embe

r 22,

201

6 L:

\_Pr

ojec

ts\2

016\

2016

-26

CC

UC

CC

AM

EDIS

YS 2

016\

3. P

RO

JEC

T C

ADD

FIL

ES\2

. AR

CH

ITEC

TUR

AL\U

CC

C A

MED

ISYS

.pln



12/16/2016

2A.102 D-05

S.A.C.S.A.C.

S.A.C.

EXISTINGEXTERIOR WALL

EXISTING WINDOW EXISTING WALL

INFILLED OPENING

NEW OPENING INTOEXISTING AMEDISYS

EXISTING PARTITIONWALL NEW WALL

EXISTING PARTITIONWALL

INFILLEDOPENING

NEW OPENINGTO EXISTING AMEDISYS

NEW WALL SOFFIT.

NEW OPENINGBEYOND EXISTING WALL

NEW OFFICEWALL

INFILLED OPENINGBEYOND 2

A.102

SOFFIT

7'-11/4

"

7'-7"

7'-11/4

"

7'-7"

WC

LAV

WC

LAV

GB36

MR

FS

TW

GB42

GB36

FS

GB42

TOILET106

FT CB WT AC

105

106

TW

TOILET106

FT CB WT AC

PLUMBING FIXTURE SCHEDULE

(TO BE USED FOR ARCH. COORDINATION. SEE PLUMBING DWGS & SPECS FOR SPECIFIC PLUMBING FIXTURE INFORM

IDFSGB36GB42LAVMRTWWC

Quantity2222222

ManufacturerSCA-TORKBOBRICKBOBRICKTOTOBOBRICKBOBRICKTOTO

Product NameFOAM SOAP DISPENSERGRAB BARGRAB BARWALL HUNG LAVFIXED POSITION TILT MIRRORCONTURA TOWEL/WASTE COMBOH/C FLOOR MTD TOILET

Product ID572020A00B-5806x36819388SEE MEPB-293 1836B-43944SEE MEP

Accessories

AUTOMATIC FLUSH

MFG.: SHERWIN WILLIAMS

PRIMER: 1 COAT REGAL PRIMERCOLOR:

FINISH: 2 COATS SATIN FINISH

FINISH CODES

MFG:

STYLE:COLOR:

SIZE:VCTFLOOR TILE

FLOORING

COLOR:STYLE: TRADITIONAL COVED TOE

RUBBER BASE MFG: ROPPESIZE: 4" HGT

PAINTTRIM

PAINTFIELD COLOR

BASE

PRIMER: 1 COAT REGAL PRIMERCOLOR:

FINISH: 2 COATS REGAL SEMI-GLOSS

WALLPR

OVI

DE

SEM

I-GLO

SS IN

LO

CAT

ION

SW

HIC

H R

EQU

IRE

REG

ULA

R C

LEAN

ING

.IE

TO

ILET

RO

OM

S, K

ITC

HEN

/BR

EAK

RO

OM

S, J

ANIT

OR

'S C

LOSE

TS E

TC.

MISC.

FT

RB1 P1

P2

CG

TS

MFG:

STYLE:COLOR:

SIZE:CARPET TILE

CP

4'-2" 8'-0"

5'-0"

EXISTING REAREXIT DOOR

NEW WINDOW

INFILLED OVERHEADDOOR OPENING

EXISTING EXTERIOR WALL

EXISTING ELECTICALPANEL TO REMAIN

3'-0"

2'-9" 2'-6" 2'-6"

4"2'-

6"4"

1'-8"

3'-0" 1'-

6"

END PANELPLAM SIDE SPLASH

AND BACK PANEL

F

HEAD

INFILLED OPENINGTO MATCH EXISTING CMU.PAINT TO MATCH.

KAWNEER 450.SEE MANUFACTURERFOR DETAILS.

PLAM SILL

5/8" GYP.

S.A.C.

EXISTING LINTEL

EXISTINGEXTERIOR WALL

INFILLEDOPENING

1" RIGID INSULATION

5/8" GYP.

1" RIGID INSULATION

SCHEDULED BASE & FLOORING EXISTING WALL/FOUNDATIONBELOW

FLASHING

MATCHING PRECASTSILL

FLASHING

NEW PRECAST LINTEL

BLOCKING

EXISTING CMU

KILIM BEIGE SW 6106

MFG.: SHERWIN WILLIAMS

PURE WHITE SW7005

MOHAWK GROUPBROAD LOOMPURE GENIUS IIDOCTOR II COMPOSER 859 BLACK-BROWN P193

ARMSTRONG12"x12"STANDARD EXCELONCOASTER GREIGE

PL-1PLASTIC LAMINATE

NO DESCRIPTION MFR. STYLE/COLOR NOTES:

PL-2 PLASTIC LAMINATE

PL-3 PLASTIC LAMINATE

MILLWORK FINISH SCHEDULE

FORMICA

WILSONART

COLOR: TUSCAN MARBLENO: 7736-42

COLOR: BRUNE SLATENO: 1763-60

COLOR: GRAPHITE MATTE

COUNTERTOPOPTION 1

OPTION 2

CABINETRYFORMICA

NO: 837-58 OPTION 1

PL-4 PLASTIC LAMINATE WILSONART COLOR: SLATE GREYNO: D91-60 OPTION 2

COUNTERTOP

CABINETRY

3'-33/4

"2'-

6"

2'-6"

2'-10

"3'-

8" S

OAP

DISP

.

2'-9"

- 3'-

0"

15"

17"-1

9"

1'-10

" 39" -

41"

1'-6"

1'-0" 3'-6"4'-6"

39" - 41"

2'-9"

- 3'-

0"

3'-0" 6"

1'-6"

4'-0"

MAX

. FOR

WAR

D RE

ACH

1'-3"

MIN

.

4'-21/2

" MTG

HEI

GHT

MR

FS

LAV

30" WIDE x 48" DEEP CLEARFLOOR SPACE W/ MAX 19"PROJECTING UNDER SINK

WC

GB24

GB42

SN

TTGB(V)

STD HEIGHTHC HEIGHT

GB24

GB42

GB(V)

SN

TT

WC

HANDLE TOFACEACCESSIBLESIDE

TW

PIPE INSULATION(TYP.)

4'-6"

MAX

. SID

E RE

ACH

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

1 SECTIONG.100

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

2 SECTIONG.100

SCALE: 1/2" = 1'-0"

6 TOILET ROOMSG.100

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

3 NEW WINDOW ELEVATIONG.100

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

4 KITCHENETTEG.100

SCALE: 1" = 1'-0"

5 SECTION THROUGH NEW WINDOWG.100

SCALE: 1/2" = 1'-0"

7 TYP FIXTURE MOUNTING HEIGHTG.100

FURNITURE N.I.C.

FURNITURE N.I.C.

PI 2 LAVATORY PIPE AND P-TRAP INSULATIONEVERBILT

REVISIONSID01

DESCRIPTIONBID SET

DATE12/22/2016 12:23 PM

NGINEERING

HILADELPHIA

PIKE

DE. 19809ILMINGTON,

ORPORATIONCE

PFAX 302.762.0653TEL 302.762.6010

WWW.PARAGON-ENG.COM

708 P

CE W

PARAGON

PLANSSHEET:

REV #:


PROJECT NO. 2016.16

DRAWN GM

CHECKED MEC



LICENSE NUMBER:


(410) 398-8866


CIVIL ENGINEERING:

ALT

ERA

TION

G.101

8078-R

01

UCC

C A

MED

ISYS

107

CH

ESA

PEA

K BL

VD

ELKT

ON

, M

D


MD

DETAILS

C


CO

PYR

IGH

T 2

016

CLA

RK

Des

ign

Gro

up,

pcPR

INT

DAT

E: T

hurs

day,

Dec

embe

r 22,

201

6 L:

\_Pr

ojec

ts\2

016\

2016

-26

CC

UC

CC

AM

EDIS

YS 2

016\

3. P

RO

JEC

T C

ADD

FIL

ES\2

. AR

CH

ITEC

TUR

AL\U

CC

C A

MED

ISYS

.pln



12/16/2016

FF(2)

= FLUSH= DOUBLE FLUSH

G = HALF GLASS= DOUBLE HALF GLASSG(2)

3'-7"

6"

6" GLAZING ASSCHEDULED

N(2)

GLAZING ASSCHEDULED

3'-7"

3"

= NARROW LITEN= DOUBLE NARROW LITE

6"

2'-9"

6"

NOMI

NAL D

OOR

HEIG

HT

NOMINAL DOOR WIDTH

NOMI

NAL D

OOR

HEIG

HT

NOMINAL DOOR WIDTHNOMINAL DOOR WIDTH

V(2)

GLAZING ASSCHEDULED

3'-4"

6"

= VISION PANELV= DOUBLE VISION PANEL

3'-0"

6"

NOMI

NAL D

OOR

HEIG

HT

NOMINAL DOOR WIDTH

WHERE SCHEDULEDDOUBLE DOOR




NOMI

NAL D

OOR

HEIG

HT

2" 2"

DOOR

HEIG

HTDOOR WIDTH

FRAMETYPES

2"*

*PROVIDE 4" HEAD AT 7'-0"HIGH DOORS IN CMU WALLS

A = STD KNOCKDOWN

5" 5"2"

2" 2"

SEE

PLAN

SEE PLAN

SEE PLAN

GYP WB, EA SIDE (TYP.)

DBL MTL STUD

PNT HM FRAME

FRAME ANCHOR

DOOR LEAFPERIMETER SEALANT(EA SIDE)LINE OF GWB @CORNER CONDITION

PERIMTER SEALANT(EA SIDE)

PNT HM DOOR FRAME(SIZED PER PARTITION)

DOOR LEAF

PNT HM DOOR FRAME(SIZED PER PARTITION)

DOOR LEAF

JAMB - J1 HEAD - H1

DOOR SCHEDULE

MARK

101102103105105106107

DOOR LEAFElevation

FFFFFFF

W3'3'3'3'3'3'4'

HT7'7'7'7'7'7'

6'-8"

THK0'-1 3/4"0'-1 3/4"0'-1 3/4"0'-1 3/4"0'-1 3/4"0'-1 3/4"0'-1 3/4"

MATLWDWDWDWDWDWDWD

LOUVERW---------------

HT---------------

FRAMETYPE

KDKDKDKDKDKD---

MATLHMHMHMHMHMHM---

GLZ---------------

FIRE RATING

-------

SET NO

OFF.1OFF.1OFF.1OFF.1TR.1TR.1

OFF.1

SIGN TYPE

-----

0101

NOTES

03/4" T

EXT

8"

8"

R 01/2"RESTROOM

2'-0"

1'-11/4"

3'-2"

9"

111/2"

8'-9"

(REF

ER T

O RC

P PL

AN)

2'-0"

2'-10

"

3"

4"1'-

83/4"

7/8"

6"7/8

"

SCHEDULED BASE

PLAM COUNTERTOP.SOFTEN EDGES

PLAM 4" HIGH BACKSPLASH

LIGHT FIXTURE

STD WIRE PULLS (TYP.)

3/4" PLAM ADJ. SHELF ON PINS

PROVIDE FIRE-RETARDANT WOODBLOCKING INSIDE WALL FORATTACHMENT, TYP.

1" THK. PLAM W/ WHITE MEL.INTERIOR, LINE BORING AT1-1/4" O.C., TYP.

1" THK. PLAM PANEL ATFRONT & EXPOSED SIDES (TYP)

SCHEDULED ACT CLG

STD WIRE PULLS (TYP.)

1" THK. PLAM W/ WHITE MEL.INTERIOR, LINE BORING AT1-1/4" O.C., TYP.

3/4" PLAM ADJ. SHELF ON PINS

DRAWER

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

2 DOOR TYPESG.101

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

3 FRAME TYPESG.101

SCALE: 1 1/2"= 1'-0"

1 TYP. FRAME DETAILSG.101

SCALE: 1" = 1'-0"

4 COUNTERSG.101

OFF.1 - TYPICAL OFFICE DOOR

(3) HINGEOFFICE LOCKSETDOOR STOP(3) SILENCER

HARDWARE SETS

TR.1 - SGL TOILET ROOM DOOR

(3) HINGEPRIVACY SETDOOR CLOSERKICKPLATEMOP PLATEDOOR STOP(3) SILENCER

OFF.3 - TYPICAL OFFICE CLOSET DOOR

(3) HINGESTOREROOM LOCKSETDOOR STOP(3) SILENCER

SIGN TYPE

01

uccc amedisys

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