HOUSING AUTHORITY of the CITY of PITTSBURGH...HOUSING AUTHORITY of the CITY of PITTSBURGH DEVELOPMENT AND MODERNIZATION DEPARTMENT 100 ROSS STREET, 2ND FLOOR PITTSBURGH, PENNSYLVANIA

HOUSING AUTHORITY

of the

CITY of PITTSBURGH

DEVELOPMENT AND MODERNIZATION DEPARTMENT

100 ROSS STREET, 2ND FLOOR

PITTSBURGH, PENNSYLVANIA 15219

DRAWING INDEX

HACP MANAGEMENT # 7381

TASK ORDER #65

NORTHVIEW HEIGHTS

BUILDING #74

UPGRADES

NOVEMBER 13, 2019

DRAWING NO. DESCRIPTION

CS COVER SHEET

CS

1 OF 18

G-01ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

G-02 BASEMANT AND FIRST FLOOR CODE SHEET

LOCATION MAP

SCALE IN FEET

2001000100

CONSTRUCTION DOCUMENTS

NORTHVIEW HEIGHTS

BLDG #74

PROJECT TEAM:

D & D ENGINEERING, INC.

Etna Technical Center,

Suite 102

35 Wilson Street

Pittsburgh, PA 15223

Voice: 412.784.1560

Fax: 412.784.1561

E-Mail: [email protected]

Web: www.ddengnr.com

CONSULTING ELECTRICAL ENGINEERS

G-03 SECOND AND THIRD FLOOR CODE SHEET

D-1 BASEMENT DEMOLITION PLAN

D-2 TYPICAL ENLARGED DEMOLITION PLAN

A-1 BASEMENT LEVEL PLAN

A-2 FIRST FLOOR PLAN

E100 FIRE DETECTION PLAN - DEMOLITION AND NEW WORK BASEMENT FLOOR

E101

E102

E103

E104

Rios Williams Architects, PC

200 Rosewood Court

Venetia, PA 15367

p: 724.255.7985

contact: Lizette Rios-Williams

[email protected]

A-3 SECOND FLOOR PLAN

A-4 THIRD FLOOR PLAN

A-5 ENLARGED TYPICAL NEW WORK PLANS, ELEVATIONS, DETAILS AND FINISH SCHEDULE

A-6 DOOR SCHEDULE, DOOR TYPES AND DETAILS

FIRE DETECTION PLAN - DOOR ENTRY DEMOLITION AND NEW WORK FIRST FLOOR

FIRE DETECTION PLAN - DOOR ENTRY DEMOLITION AND NEW WORK SECOND FLOOR

FIRE DETECTION PLAN - NEW WORK THIRD FLOOR

FIRE DETECTION PLAN - NEW WORK ENLARGED PLAN AND VIDEO MONITORING INTERCONNECTION WIRING

E001GENERAL NOTES, LEGEND, ABBREVIATIONS AND DETAILS

AABABDNAC

AC

ACP

ACUADDAFDAFFAGAGGRAHRAISC

ALALKYALTAMANDZAPPROXAPVDARCHARASUATSAUTOAUXAVGAWP ACOUSTICAL WALL PANEL

AVERAGEAUXILIARYAUTOMATICAUTOMATIC TRANSFER SWITCHAIR SUPPLY UNITANALOG RELAYARCHITECTURALAPPROVEDAPPROXIMATEANODIZEAUTO-MANUALALTERNATEALKALINITYALUMINUM

AMERICAN INSTITUTE OFANCHORAGGREGATEACCOUSTICAL GLASSABOVE FINISHED FLOORADJUSTABLE FREQUENCY DRIVEADDITIONALAIR CONDITIONING CONDENSING UNIT

ACOUSTICAL CEILING PANEL

ASPHALTIC CEMENT

ALTERNATING CURRENTABANDONANCHOR BOLTAMMETER, AMPERES

STEEL CONSTRUCTION

BELLBRONZE TINTBALANCE

BUTTERFLY DAMPERBLIND FLANGEBUTTERFLY VALVEBASELINE

BUILDINGBLOCKBENCHMARKBOTTOMBEARINGBLACK STEEL PIPEBALL VALVEBEGINNING OF VERTICAL CIRCUITBVC

BSPBRGBOTBMBLKBLDG

BLBFVBF

BAL(B)B

C CONDUIT & STEEL CHANNELÝC DEGREE CELSIUSC TO C CENTER TO CENTERCAB CABINET

CB CATCH BASINCB CIRCUIT BREAKERCC CONTROL CABLECCP CENTRAL CONTROL PANELCCM CENTRAL CONTROL SYSTEMCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECOND

CHAN, C CHANNEL (BEAM)CHEM CHEMICALCI CAST IRONCIP

CIS CAST IRON SOIL PIPECJ COMPRESSION JOINTCKT CIRCUITL CENTERLINE

CEMENT LINED DUCTILE IRON PIPECLGCLO CLOSETCLR CLEARCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEANOUTCOL COLUMNCONC CONCRETECONDTN CONDITIONEDCONN CONNECTIONCONT CONTINUOUS, CONTINUATIONCONTR CONTRACTORCOORD COORDINATECu COPPERCP CENTER PIVOTCP-X CONTROL PANEL NO. XCPLG COUPLINGCPRSR COMPRESSORCPT CONTROL POWER TRANFORMER, CARPETCVP CHLORINATED PVCCR CONTROL RELAY, CARD READERCRS COLD ROLLED STEELCRS PVC COATED RIGID STEEL

C

CUP SINKCERAMIC TILECURRENT TRANSFORMERCENTER

CENTEREDCOUNTERSUNKCUBICCUBIC FOOTCUBIC INCHCUBIC YARDCOPPER TUBING, HARD DRAWNCUH

CU YDCU INCU FTCUCTSKCTR'D

CTRCTCTCS

CWR CABINET DOOR MOUNTEDWASTE RECEPTACLE

d PENNY NAIL SIZEDAS DATA ACQUISTION SYSTEMDBA DEFORMED BAR ANCHORDBL DOUBLE

DC DIRECT CURRENTDEG DEGREE

DET DETAILDF DOUGLAS FIRDF DRINKING FOUNTAINDDI DROP INLETDI DUCTILE IRON

DIA, â DIAMETERDIAG DIAGONALDIP DUCTILE IRON PIPEDIR DIRECTIONDISCH DISCHARGEDOL DIRECT-ON-LINE

DS DOWNSPOUTDWG DRAWINGDWN DOWN

DELTA

EASTEE EMPTYEA EACH

EE EMERGENCY EYEWASHEF EACH FACE

EXHAUST FANEL, ELEV ELEVATIONELB ELBOWELC ELECTRICAL LOAD CENTERELEC ELECTRIC, ELECTRICALENGR ENGINEEREOP EDGE OF PAVINGEP EXPLOSION PROOF

EQ SPEQUAL

EQUIPEQUALLY SPACED

ETMEQUIPMENT

EVCELAPSED TIME METER

EWEND OF VERTICAL CURVE

EXHEACH WAY

EXP

EXHAUST

EXP AB EXPANSION ANCHOR BOLTEXSTEXT

EQ

EXTERIOREXISTING

EXPANSION JOINT

ÝF DEGREE FAHRENHEITFUSEFUFRESH AIR INLETFAIFLEXIBLE CONDUITFCFLANGED ADAPTER COUPLINGFACFREE CHLORINE RESIDUALFCL2FLOOR CLEANOUTFCOFACTORYFCTY

FOUNDATIONFDNFEEDERFDRFIRE EXTINGUISHERFEXTFINISHED FLOORFF

FGFIRE HYDRANTFHYFIGUREFIGFLOW LINEFLFLANGEFLGFLOORFLFLEXIBLEFLEXFLAT HEADFLHFILTERFLTRFLUORESCENTFLUORFINISHFIN

FP

FIRE RATED IMPACT SAFETY GLASS CERAMICFRISGCFRP

FOLDING SHOWER SEATFSHSFOOT OR FEETFT

FVNRFUFTG FOOTING

FIXTURE UNITFULL VOLTAGE NON-REVERSING

FWD FORWARDFVR FULL VOLTAGE REVERSING

NATURAL GAS

GA GAUGEGAL GALLONGALV GALVANIZED

GB GRAB BARGC GROOVED COUPLINGGFI GROUND FAULT INTERRUPTERGFR GOUND FAULT RELAYGL GLASS

GPD GALLONS PER DAYGPH GALLONS PER HOURGPM GALLONS PER MINUTEGRTG GRATING

GSP GALVANIZED STEEL PIPEGATE VALVE

GVL GRAVELGWB GYPSUM WALL BOARD

GYP GYPSUM

H HORN OR HOWLERHAS HEADED ANCHOR STUDHB HOSE BIBHC HOLLOW CORE

HUB DRAIN

HDR HEADERHDW HARDWAREHGL HYDRAULIC GRADE LINEHGT HEIGHTHH HANDHOLEHID HIGH INTENSITY DISCHARGEHK HOOKHM HOLLOW METALHOA HAND-OFF-AUTOHOR HAND-OFF-REMOTEHORIZ HORIZONTALHP HORSEPOWERHPS HIGH PRESSURE SODIUMHR HOSE RACK

HOSE VALVEHVAC HEATING, VENTILATING AND

AIR CONDITIONINGHWL HIGH WATER LEVEL

IC INTERRUPTING CAPACITYID INSIDE DIAMETERIE INVERT ELEVATIONIF INSIDE FACEIG INSULATING GLASSIN INCHINCAND INCANDESCENTINJS INJECTIONSINST INSTANTANEOUSINSTM INSTRUMENT, INSTRUMENTATIONINSUL INSULATIONINVT INVERTIRRIG IRRIGATIONITGIU INTAKE UNITIW IRRIGATION WELL

JB JUNCTION BOXJAN JANITOR

JCT JUNCTIONJT JOINT

K KEY INTERLOCKKIP THOUSAND POUNDSKIT KITCHENKSK KITCHEN SINKKV KILOVOLTSKVA KILOVOLT AMPERESKVAR KILOVOLT AMPERES REACTIVEKW KILOWATT

L ANGLE, LENGTHLIGHTNING ARRESTERLALABORATORYLABLAMINATELAMLATITUDELATLAVATORYLAVPOUNDLBPOUNDS PER CUBIC FOOTLB/CU FTLIGHTING CONTACTORLCLINEAR FEETLFLONGLGLEFT HANDLHLEFT HAND REVERSELHRLONG LEG HORIZONTALLLHLONG LEG VERTICALLLVLINTELLNTLLONGITUDINALLONGLOCK-OUT STOP PUSHBUTTONLOSLIGHT POLELPLATCHING RELAYLRLOCAL-REMOTELRLABORATORY SINKLS

LTG LIGHTS OR LIGHTING

LWL LOW WATER LEVELLYRS LAYERS

M&BH MOP AND BROOM HOLDERMANUAL-AUTOMAMASONRYMASMATERIALMATLMAXIMUMMAXMACHINE BOLT, MARKER BOARDMB

MODULATE-CLOSEMCMOTOR CONTROL CENTERMCCMECHANICALMECH

METALMTL

MANUFACTUREDMFDMANUFACTURERMFRMILLION GALLONS PER DAYMGDMANHOLEMHMINIMUMMINMIRRORMIRMISCELLANEOUSMISCMECHANICAL JOINTMJMAIN LUGS ONLYMLOMECHANICAL MOUNTING PANELMMPMETAL PANELMPMULTIPURPOSE UNITMPU

MOUNTEDMTD

MILL TYPE STEEL PIPEMTP

MERCURY VAPORMVMANUAL TRANSFER SWITCHMTS

MWS MAXIMUM WATER SURFACE

MC MASONARY CLEARANCE

N NORTHN/A NOT APPLICABLEN/C NORMALLY CLOSEDN/O NORMALLY OPENN, NEUT NEUTRALNA NON-AUTOMATICND NAPKIN DISPOSAL

NGS STANATIONAL GEODESIC SURVEY STATIONNIC NOT IN CONTRACTNO, # NUMBERNP NON-PROTECTEDNPT NATIONAL PIPE THREADSNS NON-SHRINKNTS NOT TO SCALE

O TO O OUT TO OUTOVERALLOAON CENTEROCOPEN-CLOSEOCOPEN-CLOSE-AUTOOCAOPEN-CLOSE-REMOTEOCROUTSIDE DIAMETERODOUTSIDE FACEOFOVERLOAD RELAYOLON-OFFOOON-OFF-AUTOOOAON-OFF-REMOTEOOROPAQUE PANELOPOPERATOROPEROPENINGOPNGOPEN-STOP-CLOSEOSC

OPEN SITE DRAINDRO

OUNCEOZ

POUNDS PER SQUARE INCHPSIPOUNDS PER SQUARE FOOTPSF

POLYCARBONATE SHEETPSPROPERTYPROPPROJECTIONPROJPERMANENT REFERENCED MARKERPRMPRIMARYPRIPRESSUREPRESPREFABRICATIONPREFABPRECASTPRCSTPOLYPROPYLENE LINEDPPLPOWER POLE

PNL PANELPLYWD PLYWOOD

PLC PROGRAMMABLE LOGIC CONTROLLERPLAS PLASTICPL PROPERTY LINE, PLASTIC LAMINATEPL PLATE (STEEL)PJF PREMOULDED JOINT FILLERPI POINT OF INTERSECTION

HYDROGEN ION CONCENTRATIONpH

PEDESTALPEDPLAIN ENDPEPOINT OF CURVEPCPHOTOCELLPCPUSHBUTTON SWITCHPBPILASTER, PIPE, PAINTP

PEP POLYETHYLENE PIPE

PP

PSIG POINDS PER SQUARE INCH, GAUGEPOINT OF TANGENCYPTPOTENTIAL TRANSFORMERPRESSURE TREATEDPT

PAPER TOWEL DISPENSERPTD

PLUG VALVE

PVC

POINT OF VERTICAL INTERSECTIONPVIPAVEMENTPVMTPOINT OF VERTICAL TANGENCYPVT

RADIUSR

RC REINFORCED CONCRETERCP REINFORCED CONCRETE PIPERCPT RECEPTACLERD ROAD, ROOF DRAINRDCR REDUCERRDW REDWOODREF REFER OR REFERENCEREF REFRIGERATORREFR REFRIGERATE, REFRIGERANTREINF REINFORCED, REINFORCING, REINFORCEREQD REQUIREDRG REFLECTIVERH RIGHT HANDRH RODHOLERHR RIGHT HAND REVERSERL RAIN LEADERRL RAISE LOWERRLS RUBBER LINED STEELRM ROOMROL RAISE-OFF-LOWERRPM REVOLUTIONS PER MINUTERS RIGID STEELRST

RTN RETURNR/W RIGHT OF WAY

S I-BEAMSLOPESSOUTHSSWITCHSWSUSPENDED ACCOUSTICAL TILE CEILINGSATCSHOWER CURTAINSCSOLID CORESCC

STANDARD CUBIC FEED PER MINUTESCFMSCHEDULESCHSHOWER CURTIN RODSCRSPEED CONTROL UNITSCUSIDEWALKSDWKSECONDARYSECSECTIONSECTSEDIMENTATIONSED

RSW

SLOWER-FASTERSFSQUARE FEETSF

LAMINATED SAFETY GLASS

SUSPENDED GYPSUM WALL BOARDSGWBSHOWERSHSHEETSHTSURFACE HARDENING AGENTSHASOLIDS HANDLING SYSTEMSHSSIMILARSIMSOLUTIONSOLNSPACE OR SPACES & STOP PLATESPSPECIFICATIONSSPECSSUPPLYSPLYSQUARESQSQUARE FOOT, FEETSQ FTSQUARE INCHSQ INSHORT RADIUSSR

STAINLESS STEELSSTSAFETY SHOWERSSHSERVICE SINKSSKSTATUSSTASTANDARDSTDSTIFFENERSTIFSTIRRUPSTIRRSTEELSTLSTRAIGHTSTSTRUCTURESTRUCSUSPENDEDSUSPSOLENOID VALVESYMMETRICALSYM

T THERMOSTATTOP AND BOTTOMT&BTONGUE AND GROOVET&GTOP OFT/TANGENTTANTERMINAL BOARDTBTOWEL BARTBTUBINGTBGTIME TO CLOSETCTIME CLOSE AFTER ENERGIZATIONTCAETOTAL CHLORINE RESIDUALTCL2TOTAL DYNAMIC HEADTDHTIME DELAY RELAYTDRTECHNICALTECHTELEPHONETEL

TEMPORARYTEMPTOP FACETFTEMPERED FLOAT GLASSTFG

THD THREADTHK THICKNESSTHRU THROUGH

JBT TERMINAL JUNCTION BOX

TEFLON LINE PIPETO TIME TO OPENTOAD

TIME OPEN AFTER ENERGIZATIONTOAETURNING POINTTPTRANSFORMERTRANSTRANSVERSETRANSVTREADTDRTUBE STEELTS

TOILET TISSUE DISPENSERTTDTURBIDITYTURBTYPICALTYP

UON UNLESS OTHERWISE NOTEDUNIT HEATERUHURINALURUNDER VOLTAGE RELAYUVR

VALVEVV VTV VOLTMETER, VOLTSVB VAPOR BARRIERVC VERTICAL CURVEVCP VITRIFIED CLAY PIPEVERT VERTICALVIB VIBRATIONVPC POINT OF VERTICAL CURVATUREVT VINYL TILE

VTR VENT THRU ROOF

W WESTWIDE FLANGE (BEAM)WWITHW/

WATER CLOSETWCWOODWDWIRE GLASSWGWATER HEATERWHWATTHOUR METERWHWATTHOUR DEMAND METERWHDWATERPROOFWPWEATHERPROOFWTHPRFWASTE RECEPTACLEWRWATER SURFACEWSWATERSTOPWSWELDED STEELWSWATER TREATMENT PLANTWTPWATERWTRWALL URNWUWASTEWATER TREATMENT PLANTWWTP

NOTES:1. THIS IS A STANDARD LEGEND SHEET, THEREFORE SOME ABBREVIATIONS

MAY APPEAR ON THIS SHEET AND NOT ON THE DRAWINGS.

BFR BACKFLOW PREVENTER

TIME CLOSE AFTER DE-ENERG

AIR CONDITIONINGA/C

GROUNDGND

JOINT FILLERJT FLR

OF VERTICAL CURVATURE

GWR WEIR SLIDE GATE

GSD SLIDE GATE

FINISH GRADE

INSULATED TEMPERED GLASS

DRA

BDM

BLV

CDICEILING, CHLORINE GAS

CAST IRON PIPE,CONVEYOR, INCLINE PRODUCT

FIBERGLASS REINFORCED PLASTIC PIPE

EFF

DRIER INSTRUMENT AIRDIA

CAV CHECK VALVE (AIR CUSHION)

NGS

SOV

SANITARY FORCE MAINSFM

RAW SEWAGESTORM DRAINDRT

PLV

POLYVINYL CHLORIDE PIPE & POINT

HSV

GTV

FIELD PANEL

EXPANSION, EXPOSED

TLP

REINFORCING STEEL

PT

GSL

DRH

AREA, ROOF & FLOOR DRAIN

EXJ

FD FLOOR DRAIN

EWC ELECTRIC WATER COOLER

ED EMERGENCY DRAIN

GMB GLAZED MASONRY BASE

PAINTED STEEL COLUMNPSC

RTU ROOF TOP UNIT

EPOXY PAINTXP

PORCELAIN WALL TILEPWT

@ AT

WINDOW BLINDS, WHITE BOARDWBBULLITEN BOARDBB

SOLID SURFACINGSS

VCT VINYL COMPOSITION TILE

CFT CERMAIC FLOOR TILE

TERRAZZO TILETT

PFT PORCELAIN FLOOR TILE

RUBBER BASERB

PORCELAIN TILE BASEPTB

GMU GLAZED MASONRY UNIT

ACT ACOUSTICAL CEILING TILEACST ACOUSTICAL

DOOR POSITION CONTACTORDP

MOTION SENSORMS

FIRE RATEDFR

LAMINATED SAFETY GLASSLSG

PNT PAINTED

11. ALL CONSTRUCTION WORK SHALL CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF THE AUTHORITIES HAVING JURISDICTION, AND THE STATE OF PENNSYLVANIA. THE CONTRACTOR(S) SHALL POST NOTICES AND COMPLY WITH THE GOVERNING LAWS OF THE JURISDICTION.

12. THE WORK SHALL BE PROPERLY SUPERVISED BY EACH CONTRACTOR'S JOB SITE SUPERINTENDENT. SUFFICIENT PERSONNEL SHALL BE EMPLOYED TO COMPLETE THE WORK WITHIN THE CONTRACTED TIME. PERSONNEL SHALL BE SKILLED IN THE TASKS ASSIGNED.

13. ALL CONTRACTORS ARE RESPONSIBLE FOR VISITING THE JOB SITE AND FAMILIARIZING HIM OR HERSELF WITH EXISTING CONDITIONS. THECONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO ENTERING THE SITE.

14. ALL CONTRACTORS SHALL, AT ALL TIMES, MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC AND ALL PERSONS ENGAGED IN THE PERFORMANCE OF WORK.

15. TEMPORARY BARRIERS TO KEEP UNAUTHORIZED PERSONS OUT OF WORK AREAS SHALL CONSIST OF PARTITIONS OR FENCES OF ADEQUATE HEIGHT. BARRIERS CONSISTING OF TAPE OR ROPE OR SAW HORSES ARE NOT ACCEPTABLE.

16. THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS, AND DIMENSIONS INDICATED ON THE DRAWINGS AND SHALL REPORT ALL INCONSISTENCIES TO THE ARCHITECT BEFORE STARTING WORK. THECONTRACTOR SHALL RECHECK DIMENSIONS BEFORE ORDERING MANUFACTURED AND/OR FABRICATED ITEMS.

17. EACH PRIME CONTRACTOR SHALL PROVIDE NON-COMBUSTIBLE, LOW VAC, WOOD BLOCKING FOR ALL WALL- MOUNTED ITEMS, INCLUDING OWNER-SUPPLIED / CONTRACTOR-INSTALLED, AND OWNER-SUPPLIED / OWNER-INSTALLED ITEMS.

18. NEW WOOD CONSTRUCTION (BLOCKING, PLYWOOD, SHIMS, ETC.) SHALL BE LOW VOC.

19. ALL PARTITION THICKNESS DIMENSIONS, MASONRY AND STUD, ARE ACTUAL, UNO. ALL SECTION AND DETAIL DIMENSIONS ARE ACTUAL, U.N.O.

20. REMOVE FROM BUILDING SITE AS IT ACCUMULATES, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM CONSTRUCTION OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OF THESE ITEMS OFF SITE IN ACCORDANCE WITH WASTE MANAGEMENT AND DISPOSAL REQUIREMENTS.

21. DO NOT SCALE DRAWINGS.

1. ALL DIMENSIONS ARE ACTUAL, UNLESS NOTED OTHERWISE.

2. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE ORDINANCES, CODES, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.

3. THESE DRAWINGS, IN THEIR ENTIRETY, ARE SUBJECT TO APPROVAL BY APPLICABLE BUILDING INSPECTORS AND OFFICIALS. NO WORK SHALL COMMENCE UNTIL ALL NECESSARY PERMITS HAVE BEEN OBTAINED.

4. ALL METAL STUD COMPONENTS OF NEW PARTITIONS ARE TO EXTEND TO UNDERSIDE OF DECK ABOVE, UNO. ALL WALLS SHALL HAVE THEIR FINISH MATERIAL EXTEND 6" ABOVE HIGHEST ADJACENT CEILING, UNLESS PARTITION IS A FIRE RATED PARTITION.

5. CONTRACTOR SHALL COORDINATE ROUGH OPENING REQUIREMENTS FOR ALL DOORS.

6. FINAL SIZE, LOCATION, AND QUANTITY OF FIRE EXTINGUISHERS SHALL BE VERIFIED BY EXTINGUISHER TECHNICIAN AT TIME OF INSTALLATION. CONTRACTOR SHALL PROVIDE EXTINGUISHERS AS REQUIRED BY CONSTRUCTION CODES AND LOCAL JURISDICTION.

7. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS AND QUANTITIES OF DEVICES, EQUIPMENT, ETC.

8. ALL DOORS TO BE LOCATED SUCH THAT OUTSIDE OF FRAME ON HINGE-SIDE IS 4" FROM FACE OF PERPENDICULAR WALL UNO.

9. ROOM NUMBERS AND ROOM NAMES INDICATED ON THE DRAWINGS ARE TO FACILITATE CONSTRUCTION. THEY ARE NOT NECESSARILY THE NAMES AND NUMBERS THAT THE FACILITY CURRENTLY USES OR THAT IT WILL USE IN THE FUTURE OR WANT ON NEW SIGNAGE.

10. ALL CONTRACTORS SHALL PROVIDE BRACING FOR STUD WALLS WHERE REQUIRED. BRACING SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL BRACING WITH ROUTING OF ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS AND DEVICES.

GENERAL CONSTRUCTION NOTES:

22. "N.I.C." INDICATES NOT IN CONTRACT.

INTERIORELEVATION INDICATOR

1

A-200

SHEET NUMBER

ELEVATION IDENTIFIER- NUMBER

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

Room name

101150 SF

A101A

1

1i

0

0

DETAIL INDICATORW/ BOUNDARY

DETAIL MARK- GENERAL

SECTION MARK

GRAPHIC SCALE /BAR SCALE

DRAWING BLOCKTITLE MARK -PLANS, ELEVATIONS,SECTIONS, & DETAILS

A1011

SIM

A1011

SIM

LEADERSHEET NUMBER

DETAIL IDENTIFIER- NUMBER

0 2' 4' 8'

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

BOUNDARY MAY BERECTANGULAR / CIRCULAR /

IRREGULAR IN SHAPE

SHEET NUMBER


SHEET NUMBER


ITEM NUMBER / LETTER

ITEM TITLE / DESCRIPTION

ITEM SCALE

DATUM POINT INDICATOR

REVISION INDICATORwith CLOUD

KEYNOTE INDICATOR

COLUMN GRID &IDENTIFICATION

ROOM NAME &NUMBER INDICATOR

NORTH ARROW

WALL TYPE INDICATOR

DOOR IDENTIFIER

PLAN NORTH

TRUE NORTH

ROOM NAME

ROOM NUMBER

ROOM AREA

COLUMN GRID LINEIDENTIFICATION

COLUMN GRID LINE

TWO LINE

A

DESCRIPTION SYMBOL DESCRIPTION SYMBOL

SYMBOLS LEGEND

REFERENCE FROM SHEET

A1011

SIM

N

1WINDOW TYPE INDICATOR

DRAWING NUMBER:

SHEET NUMBER:

PROJECT NO.

DATE

SCALE

DRAWN BY

CHECKED BY 18OF

DRAWING TITLE:

SEAL

NO.12345678910

BY DATE DESCRIPTION

REVISIONS

NORTHVIEW HEIGHTS BUILDING #74 UPGRADES

D&D ENGINEERING, INC.

OWNER PROJECT TEAM

HOUSING AUTHORITY OF THE CITY OF PITTSBURGHDEVELOP & MODERNIZATION DEPT.

100 ROSS STREETPITTSBURGH, PA 15219PHONE: 412-456-5020

RIOS WILLIAMS ARCHITECTS, P.C.200 ROSEWOOD COURT

VENETIA, PA 15367PHONE: 724-255-7985

Contact: Lizette [email protected]

D&D ENGINEERING, INC.35 WILSON STREET

ETNA TECHNICAL CENTER, SUITE 102 PITTSBURGH, PA 15223PHONE: 412-784-1560

415 Mount Pleasant Road, Pittsburgh, PA 15214

CONSULTING ELECTRICAL ENGINEERS 12" = 1'-0"

11

/11/

2019

11

:57:

00 A

M

17001

G-0111-13-2019

LRW

LRW

ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

CONSTRUCTION DRAWINGS

2

UP

DN

UPUP

UP

SYMBOL KEY:

36"

RATED PARTITION LEGEND

0 RATING PER TABLE 601 & 602 AND SECTION 704.8

MEANS OF EGRESS CAPACITY

- DOOR(S)/DOOR GROUPING/STAIRS

NUMBER OUTSIDE ARROW - TOTAL INCHES OF EGRESS WIDTH

2-HOUR RESISTANCE RATING-

1-HOUR FIRE RESISTANCE RATING-

FIRE BARRIERS (SECTION 706) -

EXTERIOR WALLS -

EXIT SIGNS

FFIRE ALARM PULL STATION

FE FIRE EXTINGUISHER

BUILDING UNIT A

1ST FLR: 1,900 SF

BUILDING UNIT B

1ST FLR: 1,826 SF

BUILDING UNIT D

1ST FLR: 1,826 SF

BUILDING UNIT E

1ST FLR: 1,900 SF

BUILDING UNIT C

1ST FLR: 3,600 SF

36" 36" 36" 36"

FF F F FFF F

F

F

F

F

FE

FE

FE FE FE FE FEFEFE FE

FE

FE

COMPARTMENT 1:

(INCLUDES BASEMENT LEVEL AND 1ST FLOOR BECAUSE SEPARATION CAN NOT BE VERIFIED)

BASEMENT LEVEL 11,200 SF + 1ST FLOOR LEVEL 11,052 SF = 22,252 TOTAL SF COMPARTMENT

COMPARTMENT 1:

(INCLUDES BASEMENT LEVEL AND 1ST FLOOR BECAUSE SEPARATION CAN NOT BE VERIFIED)

BASEMENT LEVEL 11,200 SF + 1ST FLOOR LEVEL 11,052 SF = 22,252 TOTAL SF COMPARTMENT

36"36" 36"

36"

36"

36"

36"36"36"

36"

FE

FE

FE

FE

FE

FE

FEFE

FE

FE

FE

TACTILE SIGNAGE SHALL COMPLY WITH IBC 2009 SECTION 1011.3 AND ICC ANSI A117.1-2009 SECTION 703. GC SHALL PROVIDE TACTILE SIGNAGE AT ALL EXIT DOORS AND RESTROOMS. (HEIGHT: TACTILE SIGNAGE SHALL BE 48 INCHES MIN. A.F.F., MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAX. A.F.F., MEASURED TO THE BASELINE OF THE HIGHEST CHARACTER. SIGN SHALL BE ALONGSIDE THE DOOR AT LATCH SIDE. SIGNS CONTAINING CHARACTERS AND BRAILLE SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA OF 18 IN. MIN. X 18 IN. MIN., CENTERED ON THE RAISED CHARACTERS.)

9"

48

" M

IN.

60

" M

AX

.

NOTE:1. REFER TO TACTILE SIGNAGE DETAILS 12/A-5

FOR SIGN TYPES AND THE DOOR SCHEDULE ON SHEET A-06 FOR SIGN LOCATIONS

TACTILE SIGN AT DOOR(MTD @ MIN. 48" AFF TO BASELINE OF TEXT)(MTD @ MAX 60" AFF TO BASELINE OF TEXT AND CHARACTER)

18"x18" CLEAR FLOOR AREACL

TACTILE SIGNAGE LOCATION DIAGRAM

NOTE:ALL SIGNAGE SHALL COMPLY WITH IBC 2009 AND 2009 ICC/ANSI A117.1 FORTYPE, SIZE, AND LOCATION.

GENERAL BUILDING DATA

BUILDING ADDRESS: 415 MOUNT PLEASANT ROAD

PARCEL ID: 0077-D-00046-0000-00

COUNTY: ALLEGHENY

ZONING DISTRICT: R1D-L SINGLE UNIT DETACHED RESIDENTIAL

POLITICAL SUBDIVISION: COUNCIL DISTRICT #1

MUNICIPALITY: 26TH WARD - PITTSBURGH

APPLICATION TYPE: RENOVATION

USE AND OCCUPANCY: R-2 RESIDENTIAL

CONSTRUCTION TYPE: IIB

TOTAL BUILDING NSF: 44,356 SF1ST, 2ND, 3RD FLR RESIDENTIAL = 33,156 SFBASEMENT EDUCATIONAL = 11,200 SF

RENOVATION: REPLACEMENT OF STAIR TOWERS EXTERIOR AND INTERIOR DOORS AND FIRE ALARM UPGRADE

TOTAL PROJECT RENOVATION AREA: +/- 1,500 SF

CITY OF PITTSBURGH PLI PERMIT NO.: 16-OCC-00806

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CONSULTING ELECTRICAL ENGINEERS As indicated

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BASEMENT AND FIRST FLOOR CODE SHEET


1/16" = 1'-0"2 1ST FLOOR LEVEL CODE

1/16" = 1'-0"1 BASEMENT CODE

3

1/2" = 1'-0"4

ADA TACTILE SIGN LOCATIONELEVATION

12" = 1'-0"3 ADA TACTILE SIGN LOCATION PLAN

FS = FIRE SAFETY MFS = MANDATORY FIRE SAFETYME = MEANS OF EGRESS MME = MANDATORY MEANS OF EGRESSGS = GENERAL SAFETY MGS = MANDATORY GENERAL SAFETY

DN

DN

UP

DN

DN

SYMBOL KEY:

36"

RATED PARTITION LEGEND

0 RATING PER TABLE 601 & 602 AND SECTION 704.8

MEANS OF EGRESS CAPACITY

- DOOR(S)/DOOR GROUPING/STAIRS

NUMBER OUTSIDE ARROW - TOTAL INCHES OF EGRESS WIDTH

2-HOUR RESISTANCE RATING-

1-HOUR FIRE RESISTANCE RATING-

FIRE BARRIERS (SECTION 706) -

EXTERIOR WALLS -

EXIT SIGNS

FFIRE ALARM PULL STATION

FE FIRE EXTINGUISHER

COMPARTMENT 7:BUILDING UNIT A1ST FLR: 1,900 SF

COMPARTMENT 8:BUILDING UNIT B1ST FLR: 1,826 SF

COMPARTMENT 11:BUILDING UNIT D1ST FLR: 1,826 SF

COMPARTMENT 10:BUILDING UNIT E1ST FLR: 1,900 SF

COMPARTMENT 9:BUILDING UNIT C1ST FLR: 3,600 SF

FF F F FFF F

F

F

F

F

FE

FE


FE

FE

3RD FLOOR BUILDING UNITS ARE SEPARATED BY A 2-HR FLOOR/WALL

SEPARATION THUS CREATING SEPARATE COMPARTMENTS AS INDICATED

COMPARTMENT 2:BUILDING UNIT A1ST FLR: 1,900 SF

COMPARTMENT 3:BUILDING UNIT B1ST FLR: 1,826 SF

COMPARTMENT 6:BUILDING UNIT D1ST FLR: 1,826 SF

COMPARTMENT 5:BUILDING UNIT E1ST FLR: 1,900 SF

COMPARTMENT 4:BUILDING UNIT C1ST FLR: 3,600 SF

FF F F FFF F

F

F

F

F

FE

FE


FE

FE

2ND FLOOR BUILDING UNITS ARE SEPARATED BY A 2-HR FLOOR/WALL

SEPARATION THUS CREATING SEPARATE COMPARTMENTS AS INDICATED

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VENETIA, PA 15367PHONE: 724-255-7985






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SECOND AND THIRD FLOOR CODE SHEET


1/16" = 1'-0"1 3RD FLOOR LEVEL CODE

1/16" = 1'-0"2 2ND FLOOR LEVEL CODE

4

UP

CLASSROOM

B105

WOMEN'S

B106

MEN'S

B107

INCINERATOR

B104

CLASSROOM

B100

BOILER ROOM

B103

STAIR

1

STAIR

6

JANITOR

B102

CLOSET

B101

OFFICE

B108

OFFICE

B109CLASSROOM

B110

KITCHENETTE

B111

ELECT

B112

STOR

B113

CLASSROOM

B114WOMEN'S

B116

MEN'S

B117

JAN.

B115

STORAGE

B118

KITCHENETTE

B119

RECORDINGSTUDIO

B122

CONTROL ROOM

B121

STORAGE

B123

CLASSROOM

B124

OFFICE

B124A

LOUNGE

B120

D-21

SIMILARD-2

1

2

3

2

43

2

3

23

12 12122

3

3

2

23

DEMOLITION PLAN LEGEND

DEMOLITION / REMOVE

EXISTING TO REMAIN

DEMOLITION KEYNOTES

?1

?2

REMOVE EXISTING PARTITION. PATCH AND REPAIR ADJACENT SURFACES TO LIKE NEW CONDITIONS.

?3

?4

REMOVE EXISTING DOOR, FRAME AND HARDWARE. REPAIR AND PREP OPENING TO RECIEVE NEW. SALVAGE EXISTING MORTISE LOCKSETS AND CORES. LABEL WITH ITS ORIGINAL LOCATION FOR COORDINATION AND RETURN TO OWNER.

PATCH REPAIR EXISTING PLASTER/WALL SURFACE AS REQUIRED TO RECEIVE NEW WINDOW/DOOR AND PAINT FINISH.

EXISTING DOOR, FRAME AND HARDWARE TO REMAIN.

?5 REMOVE EXISTING INTERCOM SYSTEM. REPAIR AND PREP TO RECIEVE NEW MASORY INFILL TO MATCH EXISTING.

?6 REMOVE EXISTING MASONRY AS REQUIRED FOR NEW INTERCOM SYSTEM PANEL. COORDINATE NEW OPENING SIZE PER MANUFACTURER'S REQUIREMENTS.

?7 REMOVE EXISTING DOORBELL.

?8 REMOVE AND SALVAGE EXISTING APT SIGNAGE FOR POTENTIAL REUSE.

?9 REMOVE EXISTING WINDOW. REPAIR, PATCH AND PREP OPENING TO RECIEVE NEW.

?10

EXISTING WINDOW TO REMAIN. ?11

REMOVE EXISTING WOOD BLOCKING AROUND EXISTING OPENING.

EXISTING DOOR, FRAME AND HARDWARE TO REMAIN. CLEAN/PREP/PAINT BOTH INTERIOR AND EXTERIOR FACES.

?12

GENERAL DEMOLITION NOTES

1. DO NOT SCALE DRAWINGS. CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT SITE BEFORE PROCEEDING WITH WORK. EXISTING DIMENSIONS NOTED ON DRAWING ARE FROM OWNER PROVIDED DOCUMENTS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

2. ANY CONFLICTS OR DISCREPANCY BETWEEN INFORMATION ON DRAWINGS AND ACTUAL FIELD 'AS-BUILT' CONDITIONS SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION FOR RESOLUTION PRIOR TO COMMENCING WITH WORK.

3. DEMOLITION DRAWINGS ARE INTENTED TO INDICATE SCOPE AND GENERAL INTENT OF THE GENERAL DEMOLITION WORK REQUIRED, BUT NOT LIMITED TO THE DEMOLITION ITEMS SHOWN. DEMOLITION WORK INCLUDES REMOVAL OF ALL ITEMS THAT WOULD INTERFERE WITH THE CONSTRUCTION AND PATCHING AS REQUIRED AT ALL DISTURBED AREAS WITHOUT LIMITATION.

4. REFER TO ELECTRICAL DRAWINGS PREPARED BY OTHERS FOR FURTHER CLARIFICATION OF DEMOLITION WORK.

5. PATCHING REQUIRED BY DEMOLITION WORK SHALL MATCH EXISTING ADJACENT MATERIALS.

6. SALVAGE EXISTING FINISH MATERIALS WHEREEVER POSSIBLE FOR PATCHING EXISTING FINISHES. COORDINATE EXTENT OF FINISH WORK WITH CONSTRUCTION DOCUMENTS.

7. SALVAGE EQUIPMENT OR OTHER ITEMS NOTED. SALVAGE EQUIPMENT SHALL BE REUSED OR RETURNED TO OWNER AS DIRECTED. SALVAGE ITEMS SCHEDULED FOR REUSE SHALL BE LABELED WITH ITS ORIGINAL LOCATION AND ROOM NUMBER FOR COORDINATION.

8. CAREFULLY REMOVE ITEMS TO BE REUSED AND STORED IN AREA AS DIRECTED BY THE OWNER.

9. PRIOR TO DEMOLITION/CONSTRUCTION, A TEMPORARY BARRIER MUST BE CONSTRUCTED AS REQUIRED. THESE BARRIERS MUST BE MAINTAINED DURING THE ENTIRE DEMOLITION/CONSTRUCTION PERIOD FOR EACH AREA. ONCE WORK IS COMPLETED IN THESE AREAS AND ACCEPTED BY OWNER, THE TEMPORARY BARRIER SHALL BE REMOVED. THE AREAS WITHIN THE TEMPORARY AREAS MUST BE RESTORED TO MATCH SURROUNDING AREA. THE TEMPORARY BARRIER IS TO BE CONSTRUCTED OF 3-5/8" METAL STUDS AT 16" O.C. WITH AN OUTER LAYER OF 6 MIL ANTISTATIC PLASTIC. DUCT TAPE ALL SEAMS AND FLOOR/ CEILING JOINTS. JOINTS SHALL OCCUR AT THE CENTERLINE OF STUDS ONLY. WHERE THE BARRIER IS IN A PUBLIC OR EGRESS CORRIDOR, THE BARRIER SHOULD NOT ENCROACH ON A CLEAR 4'-0" AISLE NEEDED FOR CLEARANCE IN THE CORRIDORS. DOOR TO BE PRE-HUNG HOLLOW CORE WOOD WITH SWEEP AND SEALS. PROVIDE 6 MIL ANTISTATIC PLASTIC OVER TOP OF BARRIER TO ADJACENT SURFACE TO ENCLOSE TOP OF BARRIER. WHEN DIRECTED, PARTITION SHALL BE THOROUGHLY CLEANED PRIOR TO REMOVAL, THEN DISMANTLED AND REMOVED, AND THE SURROUNDING AREAS LEFT CLEAN. IN BOTH THE CONSTRUCTION AND REMOVAL STAGES, DUST AND ETC. MUST NOT BE PERMITTED TO INFILTRATE THE EXISTING OCCUPIED SPACES.

10. REMOVE ALL ABANDONED UTILITIES WITHIN THE LIMITS OF THE PROJECTS' WORK AREA.

11. PROTECT EXISTING FINISHES, WALLS, CEILINGS, BULKHEADS ETC. SCHEDULED TO REMAIN.

12. COORDINATE LOCATIONS OF THROUGH FLOOR PENETRATIONS WITH ELECTRICAL DRAWINGS.

13. PROTECT EXISTING TELECOMMUNICATIONS, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION EQUIPMENT DURING DEMOLITION.

DRAWING NUMBER:

SHEET NUMBER:

PROJECT NO.

DATE

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DRAWING TITLE:

SEAL

NO.12345678910

BY DATE DESCRIPTION

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OWNER PROJECT TEAM




VENETIA, PA 15367PHONE: 724-255-7985






11

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2019

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17001

D-111-13-2019

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LRW

BASEMENT DEMOLITION PLAN


1/8" = 1'-0"1 BASEMENT DEMO

5

UP

DN

UP

DN

UP

5

6

2

2

3

3

7

2

7

3

10

11

10

11

2

8

9

33

2

8

33

8 8

2 9

3 3

3 3

29

2

5

6

GENERAL DEMOLITION NOTES

1. DO NOT SCALE DRAWINGS. CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT SITE BEFORE PROCEEDING WITH WORK. EXISTING DIMENSIONS NOTED ON DRAWING ARE FROM OWNER PROVIDED DOCUMENTS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

2. ANY CONFLICTS OR DISCREPANCY BETWEEN INFORMATION ON DRAWINGS AND ACTUAL FIELD 'AS-BUILT' CONDITIONS SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION FOR RESOLUTION PRIOR TO COMMENCING WITH WORK.

3. DEMOLITION DRAWINGS ARE INTENTED TO INDICATE SCOPE AND GENERAL INTENT OF THE GENERAL DEMOLITION WORK REQUIRED, BUT NOT LIMITED TO THE DEMOLITION ITEMS SHOWN. DEMOLITION WORK INCLUDES REMOVAL OF ALL ITEMS THAT WOULD INTERFERE WITH THE CONSTRUCTION AND PATCHING AS REQUIRED AT ALL DISTURBED AREAS WITHOUT LIMITATION.

4. REFER TO ELECTRICAL DRAWINGS PREPARED BY OTHERS FOR FURTHER CLARIFICATION OF DEMOLITION WORK.

5. PATCHING REQUIRED BY DEMOLITION WORK SHALL MATCH EXISTING ADJACENT MATERIALS.

6. SALVAGE EXISTING FINISH MATERIALS WHEREEVER POSSIBLE FOR PATCHING EXISTING FINISHES. COORDINATE EXTENT OF FINISH WORK WITH CONSTRUCTION DOCUMENTS.

7. SALVAGE EQUIPMENT OR OTHER ITEMS NOTED. SALVAGE EQUIPMENT SHALL BE REUSED OR RETURNED TO OWNER AS DIRECTED. SALVAGE ITEMS SCHEDULED FOR REUSE SHALL BE LABELED WITH ITS ORIGINAL LOCATION AND ROOM NUMBER FOR COORDINATION.

8. CAREFULLY REMOVE ITEMS TO BE REUSED AND STORED IN AREA AS DIRECTED BY THE OWNER.

9. PRIOR TO DEMOLITION/CONSTRUCTION, A TEMPORARY BARRIER MUST BE CONSTRUCTED AS REQUIRED. THESE BARRIERS MUST BE MAINTAINED DURING THE ENTIRE DEMOLITION/CONSTRUCTION PERIOD FOR EACH AREA. ONCE WORK IS COMPLETED IN THESE AREAS AND ACCEPTED BY OWNER, THE TEMPORARY BARRIER SHALL BE REMOVED. THE AREAS WITHIN THE TEMPORARY AREAS MUST BE RESTORED TO MATCH SURROUNDING AREA. THE TEMPORARY BARRIER IS TO BE CONSTRUCTED OF 3-5/8" METAL STUDS AT 16" O.C. WITH AN OUTER LAYER OF 6 MIL ANTISTATIC PLASTIC. DUCT TAPE ALL SEAMS AND FLOOR/ CEILING JOINTS. JOINTS SHALL OCCUR AT THE CENTERLINE OF STUDS ONLY. WHERE THE BARRIER IS IN A PUBLIC OR EGRESS CORRIDOR, THE BARRIER SHOULD NOT ENCROACH ON A CLEAR 4'-0" AISLE NEEDED FOR CLEARANCE IN THE CORRIDORS. DOOR TO BE PRE-HUNG HOLLOW CORE WOOD WITH SWEEP AND SEALS. PROVIDE 6 MIL ANTISTATIC PLASTIC OVER TOP OF BARRIER TO ADJACENT SURFACE TO ENCLOSE TOP OF BARRIER. WHEN DIRECTED, PARTITION SHALL BE THOROUGHLY CLEANED PRIOR TO REMOVAL, THEN DISMANTLED AND REMOVED, AND THE SURROUNDING AREAS LEFT CLEAN. IN BOTH THE CONSTRUCTION AND REMOVAL STAGES, DUST AND ETC. MUST NOT BE PERMITTED TO INFILTRATE THE EXISTING OCCUPIED SPACES.

10. REMOVE ALL ABANDONED UTILITIES WITHIN THE LIMITS OF THE PROJECTS' WORK AREA.

11. PROTECT EXISTING FINISHES, WALLS, CEILINGS, BULKHEADS ETC. SCHEDULED TO REMAIN.

12. COORDINATE LOCATIONS OF THROUGH FLOOR PENETRATIONS WITH ELECTRICAL DRAWINGS.

13. PROTECT EXISTING TELECOMMUNICATIONS, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION EQUIPMENT DURING DEMOLITION.

DEMOLITION KEYNOTES

?1

?2

REMOVE EXISTING PARTITION. PATCH AND REPAIR ADJACENT SURFACES TO LIKE NEW CONDITIONS.

?3

?4

REMOVE EXISTING DOOR, FRAME AND HARDWARE. REPAIR AND PREP OPENING TO RECIEVE NEW. SALVAGE EXISTING MORTISE LOCKSETS AND CORES. LABEL WITH ITS ORIGINAL LOCATION FOR COORDINATION AND RETURN TO OWNER.

PATCH REPAIR EXISTING PLASTER/WALL SURFACE AS REQUIRED TO RECEIVE NEW WINDOW/DOOR AND PAINT FINISH.

EXISTING DOOR, FRAME AND HARDWARE TO REMAIN.

?5 REMOVE EXISTING INTERCOM SYSTEM. REPAIR AND PREP TO RECIEVE NEW MASORY INFILL TO MATCH EXISTING.

?6 REMOVE EXISTING MASONRY AS REQUIRED FOR NEW INTERCOM SYSTEM PANEL. COORDINATE NEW OPENING SIZE PER MANUFACTURER'S REQUIREMENTS.

?7 REMOVE EXISTING DOORBELL.

?8 REMOVE AND SALVAGE EXISTING APT SIGNAGE FOR POTENTIAL REUSE.

?9 REMOVE EXISTING WINDOW. REPAIR, PATCH AND PREP OPENING TO RECIEVE NEW.

?10

EXISTING WINDOW TO REMAIN. ?11

REMOVE EXISTING WOOD BLOCKING AROUND EXISTING OPENING.

EXISTING DOOR, FRAME AND HARDWARE TO REMAIN. CLEAN/PREP/PAINT BOTH INTERIOR AND EXTERIOR FACES.

?12

DEMOLITION PLAN LEGEND

DEMOLITION / REMOVE

EXISTING TO REMAIN

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PROJECT NO.

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17001

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TYPICAL ENLARGED DEMOLITION PLANS


1/4" = 1'-0"2

TYP 1ST FLR @ GRADE DEMOLITIONPLAN

1/4" = 1'-0"3

TYP 1ST & 2ND FLR APARTMENT ENTRYDOOR DEMOLITION PLAN

1/4" = 1'-0"4

TYP 3RD FLR APARTMENT ENTRY DOORDEMOLITION PLAN

1/4" = 1'-0"1 TYP BASEMENT STAIR DEMO PLAN

6

UP

CLASSROOM

B105

WOMEN'S

B106

MEN'S

B107

INCINERATOR

B104

CLASSROOM

B100

BOILER ROOM

B103

STAIR

1

STAIR

6

JANITOR

B102

CLOSET

B101

OFFICE

B108

OFFICE

B109CLASSROOM

B110

KITCHENETTE

B111

ELECT

B112

STOR

B113

CLASSROOM

B114WOMEN'S

B116

MEN'S

B117

JAN.

B115

STORAGE

B118

KITCHENETTE

B119

RECORDINGSTUDIO

B122

CONTROL ROOM

B121

STORAGE

B123

CLASSROOM

B124

OFFICE

B124A

S1

S6

74D

74C

74B

74I

74H

74F74A

LOUNGE

B120

74E

74G

74J

A-51

SEE DETAIL 1/D-2 FOR DEMOLITION NOTES


A-5

1 SIMILAR

PROVIDE TACTILE PHOTOPOLYMER SIGN WITH ROOM NAME, DOOR NUMBER AND BRAILLE. SEE DETAIL 3&4/G-02 FOR ADA COMPLIANT LOCATION.

PROVIDE TACTILE PHOTOPOLYMER SIGN WITH ROOM NAME, DOOR NUMBER AND BRAILLE. SEE DOOR SCHEDULE.SEE DETAIL 3&4/G-02 FOR ADA COMPLIANT LOCATION.

CLOSET

B109A

Room

B114A

Room

B114B

GENERAL NOTES

1. EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED. IF DISCREPANCIES OCCUR, REPORT SUCH DISCREPANCIES TO THE ARCHITECT IMMEDIATELY FOR DECISIONS PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS.

2. ALL MATERIALS SHALL BE NEW UNLESS DESIGNATED SALVAGE FOR REUSE.

3. ANY DAMAGE CAUSED BY SELECTIVE DEMOLITION THAT AFFECTS AREAS OUTSIDE OF THE WORK AREA SHALL BE REPAIRED PRIOR TO START OF NEW CONSTRUCTION.

4. GC RESPONSIBLE FOR THE PATCH, REPAIR OR REPLACEMENT OF ANY WALL DISMANTLING FOR ACCESS OF ANY MEP SYSTEMS RELATED TO THIS PROJECT WITHIN OR OUTSIDE OF THE WORK AREA.

5. GC RESPONSIBLE TO SEAL GAPS OF ALL WALL AND FLOOR PENETRATIONS PER REQUIRED RATING.

6. GC TO PROVIDE BLOCKING FOR ALL WALL SUPPORTED ITEMS.

7. ALL EXISTING MASONRY DOOR JAMBS SCHEDULED TO RECIEVE NEW DOOR/FRAME SHALL BE PAINTED TO MATCH EXISTING WALL COLOR.

8. NEW WALL BASE TO MATCH EXISTING SHALL BE PROVIDED IF DAMAGED DURING REMOVAL/INSTALLATION OF NEW DOOR/FRAME. REPLACE FULL LENGTH TO AN EXISTING SEAM.

CONSTRUCTION PHASING

THE PROPOSED PHASING LISTED BELOW IS INTENTED TO REDUCE THE CONSTRUCTION INTERRUPTION OF THE OCCUPANTS. CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF THE CONSTRUCTION AND SHALL ASSESS THE FEASIBILITY OF THE SUGGESTED OUTLINE BELOW. CONTRACTOR MAY OFFER OTHER SEQUENCING RECOMMENDATIONS TO BE CONSIDERED BY THE OWNER AND ARCHITECT.

ALL MATERIALS SHALL BE ON HAND PRIOR TO COMMENCEMENT OF WORK. EACH DOOR OPENING SHALL BE REMOVAL AND REINSTALLED WITHIN 8-HOUR WORK DAY.

1. RESIDENTIAL PHASE A. PHASE 1: COMPLETE THE REMOVAL AND INSTALLATION OF ALL EXTERIOR STAIR TOWER DOORS.B. PHASE 2: COMPLETE THE REMOVAL AND INSTALLATION OF THE APARTMENT ENTRY DOORS ONE

STAIR TOWER AT A TIME AND ONE FLOOR LEVEL AT A TIME.

2. BASEMENT PHASE A. PHASE 3: BASEMENT SCOPE OF WORK

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VENETIA, PA 15367PHONE: 724-255-7985






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LRW

BASEMENT LEVEL


1/8" = 1'-0"1 BASEMENT LEVEL

7

UP

DN

UP

APT.

890

APT.

891

APT.

903

STAIR

4

STAIR

5STAIR

2

APT.

878

APT.

884

STAIR

3

STAIR

1

APT.

872

STAIR

6APT.

873

APT

879

APT.

885

APT.

896

APT.

897

APT.

902

A-52

872

873

903

902

878E 879E

S2

884E 885E

S3

890E 891E

S4

896E 897E

S5SEE DETAIL 2/D-2 FOR DEMOLITION NOTES


A-5

2 SIMILAR


A-5

2 SIMILAR


A-5

2 SIMILAR


A-5

3 SIMILAR


A-5

3SIMILAR

GENERAL NOTES















DRAWING NUMBER:

SHEET NUMBER:

PROJECT NO.

DATE

SCALE

DRAWN BY

CHECKED BY 18OF

DRAWING TITLE:

SEAL

NO.12345678910

BY DATE DESCRIPTION

REVISIONS



OWNER PROJECT TEAM




VENETIA, PA 15367PHONE: 724-255-7985






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45 A

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17001

A-211-13-2019

LRW

LRW

1ST FLOOR LEVEL


1/8" = 1'-0"1 1ST FLOOR LEVEL

8

DN

DN

DN

APT.

898

APT.

892

APT.

893

APT.

905

STAIR

4

STAIR

5

STAIR

2

APT.

880

APT.

886

STAIR

3

APT.

874STAIR

1

APT.

875

APT.

899

APT.

904

APT.

881

APT.

887

STAIR

6

874

875

905

904

880 881 886 887 892 893 898 899

A-53


A-5

3 SIMILAR


A-5

3 SIMILAR


A-5

3 SIMILAR


A-5

3 SIMILAR


A-5

3SIMILAR


GENERAL NOTES















DRAWING NUMBER:

SHEET NUMBER:

PROJECT NO.

DATE

SCALE

DRAWN BY

CHECKED BY 18OF

DRAWING TITLE:

SEAL

NO.12345678910

BY DATE DESCRIPTION

REVISIONS



OWNER PROJECT TEAM




VENETIA, PA 15367PHONE: 724-255-7985






11

/11/

2019

11

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47 A

M

17001

A-311-13-2019

LRW

LRW

2ND FLOOR LEVEL


1/8" = 1'-0"1 2ND FLOOR LEVEL

9

DN

APT.

894

APT.

895

APT.

900

APT.

907

STAIR

4

APT.

882

APT.

888

APT.

876

APT.

877

STAIR

1

STAIR

3

APT.

906

APT.

901

APT.

883

APT.

889

STAIR

2

STAIR

6

STAIR

5

876

877

907

906

1

1

1 1

900 901

1 1

894 895

1 1

889888

1 1

883882


A-5

4 SIMILAR


A-5

4 SIMILAR


A-5

4 SIMILAR


A-5

4 SIMILAR


A-5

4SIMILAR


A-54

1

1

GENERAL NOTES















DRAWING NUMBER:

SHEET NUMBER:

PROJECT NO.

DATE

SCALE

DRAWN BY

CHECKED BY 18OF

DRAWING TITLE:

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NO.12345678910

BY DATE DESCRIPTION

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OWNER PROJECT TEAM




VENETIA, PA 15367PHONE: 724-255-7985






11

/11/

2019

11

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48 A

M

17001

A-411-13-2019

LRW

LRW

3RD FLOOR LEVEL


1/8" = 1'-0"1 3RD FLOOR LEVEL

10

UP

DN

UP

DN

UP

A-59A-5 10

PROVIDE TACTILE PHOTOPOLYMER SIGN. SEE DETAIL 3&4/G-02 FOR ADA COMPLIANT LOCATION.

PROVIDE TACTILE PHOTOPOLYMER SIGN.

SEE DETAIL 3&4/G-02 FOR ADA COMPLIANT LOCATION.

PNT 2 PNT 4 PNT 2PNT 4

PNT 2PNT 4


INTERCOM SYSTEMINTERCOM SYSTEM

A-5

7

A-514

TYP.

PNT 1 PNT 1

PNT 4

PNT 3 PNT 3

A-5

5

6


PNT 1 PNT 1

PNT 4

PNT 3 PNT 3PNT 3 PNT 3

A-5

8PROVIDE TACTILE PHOTOPOLYMER SIGN. SEE DETAIL 3&4/G-02 FOR ADA COMPLIANT LOCATION.

PNT 4

PNT 2

GENERAL NOTES









1. ALL FINISH MATERIALS SHALL BE INSTALLED STRICTLY ACCORDING TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES.

2. PATCH AND REPAIR EXISTING WALL SURFACES THAT ARE SCHEDULED TO BE PAINTED.

3. FOR ALL PAINTING FOLLOW MANUFACTURER'S RECOMMENDED PREPPING AND APPLICATION INSTRUCTIONS. PROVIDE ONE COAT OF LATEX PRIMER AND TWO COATS OF LATEX TOPCOAT.

4. ALL PLASTER / DRYWALL WALLS, SILLS AND EXPOSED SURFACES SHALL BE PAINTED.

5. ALL WALLS SHALL MATCH EXISTING WALL COLOR, UNLESS OTHERWISE NOTED

WALL FINISH NOTES

1. ALL FINISH MATERIALS SHALL BE INSTALLED STRICTLY ACCORDING TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES.

2. FLOORING MAY REQUIRE SPECIAL INSTALLATION AND DIRECTIONAL PROCEDURES. CONSULT WITH FLOORING REPRESENTATIVE FOR PROPER INSTALLATION. PRIOR TO PROCEEDING WITH INSTALLATION, PROVIDE MOCK UP OF SELECTED FLOORING PATTERN FOR ARCHITECT AND OWNER REVIEW.

3. CONTRACTOR TO PREPARE FLOOR AS REQUIRED TO ACHIEVE LEVEL SMOOTH SURFACE PER MANUFACTURER'S RECOMMENDATIONS.

4. TRANSITION STRIPS BETWEEN DIFFERENT FLOORING MATERIALS SHALL PROVIDE A LEVEL AND UNIFORM FLOORING HEIGHT. ALL TRANSITIONS, UNLESS OTHERWISE NOTED, SHALL BE CENTERED ON DOOR. SEE FINISH FLOOR PLAN FOR TRANSITION STRIP TYPE.

FLOOR FINISH NOTES

1. DIMENSIONS ON PLANS ARE FROM FACE OF GWB AND FACE OF MASONRY.

2. SEE ENLARGED PLANS AS DESIGNATED FOR DIMENSIONS AND PARTITION TYPES IN THOSE SPECIFIC AREAS.

3. IN ALL ROOMS AND SPACES WITH GYPSUM WALL BOARD PARTITIONS CONTAINING PLUMBING FXTURES: PROVIDE MOLD/MILDEW RESISTANT GWB ON ALL STUD WALLS; PROVIDE UL CLASSIFIED GWB WHERE A FIRE RATED ASSEMBLY IS REQUIRED.

4. FOR ALL FIRE RATED PARTITION ASSEMBLIES: OBTAIN AND FULLY CONFORM TO DESIGN REQUIREMENTS FOR EACH PARTITION ASSEMBLY OF UNDERWRITERS LABORATORIES, INC; WHERE REQUIRED, MATERIALS SHALL BEAR THE CLASSIFICATION MARKINGS AND APPROVALS OF THE UNERWRITERS LABORATORIES, INC.; METALLIC OUTLET OR SWITCH BOXES LOCATED ON OPPOSITE SIDES OF THE PARTITION SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES.

5. AT INTERSECTION OF RATED PARTITION AND NON-RATED PARTITION, THE RATED PARTITION SHALL BE CONTINUOUS TO MAINTAIN THE RATING.

6. REFER TO LIFE SAFETY DRAWINGS FOR LOCATIONS AND EXTENTS OF FIRE-RATED PARTITIONS AND SMOKE PARTITIONS.

7. PATCH AND REPAIR ANY EXISTING PLASTER, GWB OR EXPOSED MASONRY TO REMAIN.

PARTITION NOTES

879

FIRE RATED EXTERIOR HM DOOR / FRAME AND HARDWARE AS SCHEDULED, TYP.

INTERCOM SYSTEM; ALL OPERABLE PARTS SHALL BE MAX. 48" A.F.F., TYP.

APARTMENT TACTILE SIGNAGE, TYP. SEE DETAIL 3&4/G-02

4' -

0"

5' -

0"

MA

X.

9"

PAINT EXISTING STEEL LINTEL, TYP.

LAMINATED IMPACT SAFETY GLASS, TYP.

EXTERIOR HM DOOR / FRAME AND HARDWARE AS SCHEDULED, TYP.

APARTMENT TACTILE SIGNAGE, TYP. SEE DETAIL 3&4/G-02

FIRE RATED EXTERIOR HM DOOR / FRAME AND HARDWARE AS SCHEDULED, TYP.


4' -

0"

MIN

.

5' -

0"

MA

X.

4' -

0"

APARTMENT TACTILE SIGNAGE, TYP. SEE DETAIL 3&4/G-02880-883 879

9"

9"

PAINT EXISTING STEEL LINTEL, TYP.

5' -

0"

FIRE RATED HM WINDOW FRAME WITH FIRE RATED LAMINATED IMPACT SAFETY GLASS CERAMIC, TYP.

FIRE RATED DOOR / FRAME / HARDWARE AS SCHEDULED, TYP.

DOOR VIEWER, TYP.

APARTMENT TACTILE SIGNAGE, TYP.

PAINT EXISTING STL LINTELS, TYP.

FIE

LD V

ER

IFY

3' -

0".

FIE

LD V

ER

IFY

3' -

10

".

NOTE: EXISTING WALL OPENING DIMENSIONS MAY VARY FOR ALL APARTMENT ENTRIES. CONTRACTOR SHALL FIELD VERIFY EVERY DOOR OPENING TO PROVIDE THE REQUIRED FRAME SIZES.

4' -

0"

MIN

.

5' -

0"

MA

X.

FIELD VERIFY

2' - 6"

FIE

LD V

ER

IFY

2' -

10

"

EX

ST

HG

HT

3' -

10

"

FIRE RATED HM WINDOW FRAME WITH FIRE RATED LAMINATED IMPACT SAFETY GLASS CERAMIC, TYP.



FIRE RATED DOOR / FRAME / HARDWARE AS SCHEDULED, TYP.

DOOR VIEWER, TYP.

872 - 877

LAMINATED IMPACT SAFETY GLASS AS SCHEDULED , TYP.

EXTERIOR HM DOOR / FRAME AND HARDWARE AS SCHEDULED, TYP.

APARTMENT SIGNAGE, TYP. SEE DETAIL 3&4/G-02


4' -

0"

MIN

.

5' -

0"

MA

X.

4' -

0"

MA

X.

9"

PAINT EXISTING STL LINTEL , TYP.

NOTE: EXISTING MASONRY OPENING DIMENSIONS MAY VARY FOR ALL EXTERIOR DOORS. CONTRACTOR SHALL FIELD VERIFY EVERY DOOR OPENING TO PROVIDE THE REQUIRED FRAME SIZES.

6' -

8"

2' -

6"

2' - 6"

2" 2"

W-1INTERIOR WINDOW

2"

3' -

10

"2

" 5/16" TH. LAMINATED 45 MIN. FIRE RATED IMPACT SAFETY GLASS CERAMIC

45 MIN. FIRE RATED HM FRAME SYSTEM

NOTE: 1. FIELD VERIFY ALL EXISTING OPENINGS TO SIZE WINDOW FRAME.2. SEE ARCH FLOOR PLANS FOR LOCATIONS.

PROVIDE SIKAFLEX POLYURETHANE SEALANT AROUND THE INSIDE AND OUTSIDE PERIMETER OF ALL HM DOOR/WINDOW FRAMES, TYP.

PATCH EXISTING MASONRY OPENING TO A SMOOTH FINISH SURFACE AND

PAINT TO MATCH ADJACENT SURFACE, TYP.

REPAIR/PATCH/REPLACED EXISTING FLOOR TILE AS REQUIRED TO INSTALL NEW THRESHOLD, TYP.

PATCH/REPAIR/PAINT EXISTING PLASTER SILL TO A

SMOOTH FINISH SURFACE, TYP.

1/4" 4"

1/4

"1

/2"

1/4

" 1"

1/4

"

2 1

/4"

4 1/4"

DOOR SIGNAGE TYPE

ST1(DOOR NUMBER WITH BRAILLE)

3 1/4"

1/4

"1

/2"

1/4

" 1"

1/4

"

2 1

/4"

9 1/4"

DOOR SIGNAGE TYPE

ST3(DOOR NUMBER WITH BRAILLE)

1/4" 5 3/4" 1/4"

1/4

"1

/2"

1/4

" 1"

1/4

"

2 1

/4"

6 1/4"

DOOR SIGNAGE TYPE

ST2(APT NUMBER RANGE)

BJWL

1/4" 4"

1/4

"1

/2"

1/4

"5

/8"

3/8

"

2"

4 1/4"

DOOR SIGNAGE TYPE

ST4(SINGLE LINE TEXT WITH BRAILLE)

RECORDING STUDIO

1/4" 9"

2"

9 1/4"

DOOR SIGNAGE TYPE

ST5(SINGLE LINE TEXT WITH BRAILLE)

1/4

"1/2

"1

/4"

5/8

"

PROGRAM

1/4" 9"

2 3

/4"

9 1/4"

DOOR SIGNAGE TYPE

ST6(DOUBLE LINE TEXT WITH BRAILLE)

1/4

"1/2

"1/4

" 5/8

"

CARNEGIE LIBRARY

1/4

"5

/8"1/4

"

880 880 - 883 74J

3/8

"

FINISH LEGEND

LABEL DESCRIPTION MANUFACTURER STYLE/COLOR/PATERN

PNT 1 PAINT - FIELD PRODUCT: EMERALD INTERIOR ACRYLIC LATEX PAINT ; COLOR: TO MATCH EXISTING; FINISH: SATIN

PNT 2 PAINT - EXTERIOR HM DOORS & FRAMES

SHERWIN WILLIAMS

PNT 3

VCT 1 VINYL COMPOSITION TILE

PRODUCT: PRO INDUSTRIAL DTM ACRYLIC PRIMER / FINISH; COLOR: TBD; FINISH: SEMI-GLOSS

WB 1 WALL BASE

COMMENTS

FOR INTERIOR PLASTER WALLS WITHIN APARTMENTS

SHERWIN WILLIAMS FOR EXTERIOR DOORS AND FRAMES AND EXISTING STEEL LINTELS (BASEMENT AND EXTERIOR 1ST FLOOR)

PAINT - INTERIOR HM DOORS & FRAMES

PRODUCT: PRO INDUSTRIAL DTM ACRYLIC PRIMER / FINISH; COLOR: TBD; FINISH: SEMI-GLOSS

SHERWIN WILLIAMS FOR APARTMENT ENTRY HM DOORS AND FRAMES AND EXISTING STEEL LINTELS

MATCH EXISTING MATCH EXISTING

MATCH EXISTING MATCH EXISTING ANY DAMAGED OR MISSING TILE CAUSED BY THE RENOVATION SHALL BE REPAIRED/REPLACED WITH NEW MATERIAL TO MATCH EXISTING.

ANY DAMAGED BASE CAUSE BY THE RENOVATION SHALL BE REPLACED WITH NEW MATERIAL TO MATCH EXISTING (ENTIRE STRIP).

PNT 4 PAINT - FIELD PRODUCT: EMERALD INTERIOR ACRYLIC LATEX PAINT ; COLOR: TO MATCH EXISTING; FINISH: SEMI-GLOSS

SHERWIN WILLIAMS FOR INTERIOR BRICK/MASONRY WALLS IN STAIR TOWER AND BASEMENT

DRAWING NUMBER:

SHEET NUMBER:

PROJECT NO.

DATE

SCALE

DRAWN BY

CHECKED BY 18OF

DRAWING TITLE:

SEAL

NO.12345678910

BY DATE DESCRIPTION

REVISIONS



OWNER PROJECT TEAM




VENETIA, PA 15367PHONE: 724-255-7985






11

/11/

2019

11

:56:

51 A

M

17001

A-511-13-2019

LRW

LRW

ENLARGED TYPICAL NEW WORK PLANS, ELEVATIONS, DETAILS ANDFINISH SCHEDULE


1/4" = 1'-0"2

TYP 1ST FLR @ GRADE NEW WORKPLAN

1/4" = 1'-0"3

TYP 1ST & 2ND FLR APARTMENT ENTRYDOOR NEW WORK PLAN

1/4" = 1'-0"4

TYP 3RD FLR APARTMENT ENTRY DOORNEW WORK PLAN

1/4" = 1'-0"1

TYP BASEMENT STAIR DOOR NEWWORK PLAN

1/4" = 1'-0"10

TYP EXT ELEV 1ST FLOOR VESTIBULEDOOR

1/4" = 1'-0"9

TYP EXT ELEV STAIR/1ST FLRVESTIBULE DOORS

1/4" = 1'-0"7

TYP INTERIOR ELEV 1ST & 2ND FLRAPARTMENT ENTRY DOORS

1/4" = 1'-0"5

TYP INTERIOR ELEV 3RD FLR ENTRYWINDOW

1/4" = 1'-0"6

TYP INTERIOR ELEV 3RD FLRAPARTMENT ENTRY DOOR

1/4" = 1'-0"8 TYP EXT ELEV BASEMENT STAIR DOOR

1/4" = 1'-0"11 WINDOW TYPES

1/2" = 1'-0"14

TYP 1ST & 2ND FLR APARTMENT ENTRYDETAIL

11

3" = 1'-0"12 TACTILE DOOR SIGNAGE TYPES

GENERAL SIGNAGE NOTE:

1. SIGN SIZES ABOVE MAY ALTER SLIGHTLY TO ACCOMODATE MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS.

2. ALL SIGNS SHALL BE PHOTOPOLYMER SIGNS WITH TACTILE AND BRAILLE COMPLIANT WITH IBC 2009 SECTION 1011.3 AND ICC ANSI A117.1-2009 SECTION 703.

3. COLOR SHALL BE SELECTED BY ARCHITECT/OWNER4. CONTRACTOR TO SUBMIT SHOP DRAWING AND SAMPLES FOR

REVEIW.5. SIGNAGE SHALL BE SECURED VIA COUNTERSUNK SCREW

MOUNTING AT EACH CORNER OF SIGN.

6' -

10

"

6' -

8"

AS SCHEDULED

2" 2"

2"

AWELDED FRAME

BWELDED FRAME

2"

1' -

0"

2"

6' -

8"

8' -

0"

2" 3' - 0" 2"

3' - 4" PTD METAL PANEL

6' -

10

"

6' -

8"

2' - 8"2"

2"

CAPARTMENT DOOR/WINDOW

WELDED FRAME

2' - 4"2" 2"

5' - 6"

FIE

LD V

ER

IFY

3' -

0"

FIE

LD V

ER

FIY

3' -

10

"

NOTE: 1. EXISTING WALL OPENING DIMENSIONS MAY VARY. CONTRACTOR SHALL FIELD VERIFY EVERY

DOOR OPENING TO PROVIDE THE REQUIRED FRAME SIZES.2. REFER TO DOOR SCHEDULE FOR REQUIRED FRAME FIRE RATINGS

6' -

8"

FENERGY EFFICIENT STEEL STIFFENED

DOOR

3' - 0"

6' -

8"

PENERGY EFFICIENT STEEL PANEL DOOR

2' - 8"

6' -

8"

NVENERGY EFFICIENT STEEL STIFFENED

DOOR

3' - 0"

10"

2' -

3"

3' -

7"

6"6"

6' -

8"

F_DBENERGY EFFICIENT STEEL STIFFENED

DOOR

2' - 0" 3' - 0"

LAMINATED IMPACT SAFETY GLASS

NOTE: 1. REFER TO DOOR SCHEDULE FOR REQUIRED FIRE RATINGS

SET #1: SINGLE TENANT ENTRY DOOR

1-1/2 PAIR BUTT HINGES1 MORTISE ENTRY LOCKSET1 CORE1 CLOSURE1 THRESHOLD1 SWEEP1 GASKETING1 DOOR VIEWER

SET #2: SINGLE EXTERIOR ENTRY DOOR

1 CONTINOUS HINGE1 EXIT DEVICE1 CORE1 ADA ANTI-VANDAL PULL1 CLOSURE1 KICKPLATE1 THRESHOLD1 SWEEP1 GASKETING

SET #4: SINGLE EXTERIOR ENTRY STAIR/VESTIBULE DOOR

1 CONTINOUS HINGE1 EXIT DEVICE1 CORE1 ELECTRIC STRIKE1 ADA ANTI-VANDAL PULL1 CLOSURE1 KICKPLATE1 THRESHOLD1 SWEEP1 GASKETING

1 INTERCOM SYSTEM BY ELECTRICAL CONTRACTOR

HARDWARE SETS

SET #5: DOUBLE EXTERIOR DOOR

2 CONTINOUS HINGES1 EXIT DEVICE1 CORE1 ADA ANTI-VANDAL PULL2 CLOSURES2 KICKPLATE1 THRESHOLD2 SWEEPS1 ASTRAGAL1 GASKETING2 FLUSH BOLTS1 DUST PROOF STRIKE

SET #3: SINGLE EXTERIOR ENTRY DOOR

1 CONTINOUS HINGE1 EXIT DEVICE1 CORE1 ADA ANTI-VANDAL PULL1 CLOSURE1 KICKPLATE1 THRESHOLD1 SWEEP1 GASKETING1 DOOR VIEWER

SET #6: EXISTING DOORS TO REMAIN

1 PUSH PLATE

HEAD DETAIL - H1

EXISTING MASONRY

EXISTING STEEL ANGLES

HOLLOW METAL FRAME WITH BITUMINOUS BACK COATING FOR EXTERIOR DOOR FRAMES ONLY

EXISTING BRICK VENEER

JAMB DETAIL - J1

HOLLOW METAL FRAME WITH BITUMINOUS BACK COATING FOR EXTERIOR DOOR FRAMES ONLY

FRAME ANCHORS WITH STUD ANCHOR BOLTS(4 MIN. PER FOR 7FT JAMB; 5 MIN. PER 8FT JAMB)

PROVIDE SIKAFLEX POLYURETHANE SEALANT AROUND ENTIRE PERIMTER OF FRAME (BOTH SIDES); BACKER ROD AND SHIM AS NEEDED ON BOTH SIDES

EXISTING MASONRY

EXISTING BRICK VENEER

HOLLOW METAL FRAME

EXISTING PARTITION

HEAD DETAIL - H2

HOLLOW METAL FRAME.

EXISTING PARTITION

FRAME ANCHOR (4 MIN. PER 7FT JAMB)

JAMB DETAIL - J2

EXISTING MASONRY PARTITION

PROVIDE SIKAFLEX POLYURETHANE SEALANT AROUND ENTIRE PERIMETER OF FRAME (BOTH SIDES); BACKER ROD AND SHIM AS NEEDED ON BOTH SIDES

PROVIDE SIKAFLEX POLYURETHANE SEALANT AROUND ENTIRE PERIMETER OF FRAME (BOTH SIDES); SHIM AS NEEDED ON BOTH SIDES

PROVIDE SIKAFLEX POLYURETHANE SEALANT AROUND ENTIRE PERIMETER OF FRAME (BOTH SIDES); BACKER ROD AND SHIM AS NEEDED ON BOTH SIDES

EXISTING PARTITION DEPTH

FIELD VERIFY

GROUT SOLID (HAND TROWELED) FOR EXTERIOR DOOR FRAMES ONLY

DOOR SCHEDULE NOTES:

1. FIELD VERIFY EXISTING 3RD FLOOR PARTITION WIDTH TO DETERMINE REQUIRED FRAME JAMB DEPTH2. EXISTING HM DOOR/FRAME AND HARDWARE TO REMAIN.3. CLEAN/PREP/PAINT EXISTING DOOR AND FRAME ON BOTH INTERIOR AND EXTERIOR FACES, AND STEEL LINTELS.4. REINSTALL EXISTING DOOR ALARM CONTACT PER MANUFACTURER'S RECOMMENDATION5. HOLLOW METAL FRAME SIZE SHALL BE CUSTOM ORDERED TO FIT EXISTING MASONRY OPENING WITHOUT THE

USE OF WOOD BLOCKING AS CURRENTLY INSTALLED. FIELD VERIFY EXISTING OPENING.6. PREP DOOR AND FRAME AS REQUIRED TO RECIEVE ELECTRIC STRIKE. SEE ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION.7. PREP DOOR AND FRAME AS REQUIRED TO RECIEVE KEY FOB ENTRY SYSTEM. SEE ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

GENERAL DOOR SCHEDULE AND HARDWARE SET NOTES:

1. FIELD VERIFY ALL DIMENSIONS OF EXISTING WALL OPENINGS SCHEDULED TO RECIEVE NEW DOOR FRAMES AND DOORS.

2. COORDINATE DOOR / FRAME PREP AND INSTALLATION WITH ELECTRICAL DEVICES AND ELECTRICAL CONTRACTOR. REFER TO ELECTRCIAL DRAWINGS FOR SPECIFICATIONS AND DETAILS.

3. PROVIDE UL LISTED FIRE RATED HARDWARE AND GLAZING FOR ALL FIRE RATED DOORS.

4. PROVIDE SIKAFLEX POLYURETHANE SEALANT AROUND THE INSIDE AND OUTSIDE PERIMETER OF ALL HM DOOR/WINDOW FRAMES.

EXISTING MASONRY ANCHORS AND STUD BOLT ANCHORS

SNAP-IN ANCHORS ANCHORS WELDED IN PLACE

INSTALL PER MANUFACTURER'S RECOMMENDATION

82"

96"

4 1

/2"

23"

26"

26"

2 1

/2"

4 1

/2"

14"

23"

26"

26"

2 1

/2"

EMA SPACINGFOR 7'-0" JAMBOR 6'-10" JAMB

EMA SPACINGFOR 8'-0" JAMB

EMA INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS

DRAWING NUMBER:

SHEET NUMBER:

PROJECT NO.

DATE

SCALE

DRAWN BY

CHECKED BY 18OF

DRAWING TITLE:

SEAL

NO.12345678910

BY DATE DESCRIPTION

REVISIONS



OWNER PROJECT TEAM




VENETIA, PA 15367PHONE: 724-255-7985






11

/11/

2019

11

:56:

53 A

M

17001

A-611-13-2019

LRW

LRW

DOOR SCHEDULE, DOOR TYPES, AND DETAILS


DOOR SCHEDULE

Mark

DOOR FRAME

FireRating

HardwareSet

HeadDetail

JambDetail SIGNAGE TYPE NotesWidth

Double DoorSizes

Height Thickness Type Material Finish

GlassFrameType

FrameFinish

FrameMaterial

FrameDepth Glazing

LargeLeaf

SmallLeaf

74A 3' - 0" 6' - 8" 0' - 1 3/4" F HM PNT -- A PNT 2 HM 0' - 6" - 2 H1 J1 ST1 & ST474B 5' - 0" 3' - 0" 2' - 0" 6' - 8" 0' - 1 3/4" F_DB HM PTD - A PNT 2 HM 0' - 6" - 5 H1 J1 ST1 NOTE 574C 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- A PNT 2 HM 0' - 6" - 2 H1 J1 ST174D 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- A PNT 2 HM 0' - 6" - 2 H1 J1 ST174E 3' - 0" 6' - 8" 0' - 1 3/4" F EXIST PTD -- EXIST PNT 2 EXIST 0' - 0" - 6 - - ST1 NOTE 2 AND 374F 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- A PNT 2 HM 0' - 6" - 2 H1 J1 ST1 NOTE 474G 3' - 0" 6' - 8" 0' - 1 3/4" F EXIST PTD -- EXIST PNT 2 EXIST 0' - 0" - 6 - - ST1 NOTE 2 AND 374H 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- A PNT 2 HM 0' - 6" - 3 H1 J1 ST1 NOTE 474I 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- A PNT 2 HM 0' - 6" - 2 H1 J1 ST174J 3' - 0" 6' - 8" 0' - 1 3/4" F EXIST PTD -- EXIST PNT 2 EXIST 0' - 0" - 6 - - ST3 & ST5 & ST6 NOTE 2 AND 3872 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1873 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1874 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1875 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1876 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD A PNT 3 HM 0' - 5 1/2" 60 1 H2 J2 ST1 NOTE 1877 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD A PNT 3 HM 0' - 5 1/2" 60 1 H2 J2 ST1 NOTE 1

878E 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- B PNT 2 HM 0' - 6" 60 4 H1 J1 ST1 NOTE 6879E 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- B PNT 2 HM 0' - 6" 60 4 H1 J1 ST1 NOTE 6880 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1881 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1882 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD A PNT 3 HM 0' - 5 1/2" 60 1 H2 J2 ST1 NOTE 1883 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD A PNT 3 HM 0' - 5 1/2" 60 1 H2 J2 ST1 NOTE 1



896E 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- B PNT 2 HM 0' - 6" 60 4 H1 J1 ST1 NOTE 6897E 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- B PNT 2 HM 0' - 6" 60 4 H1 J1 ST1 NOTE 6898 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1899 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1900 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD A PNT 3 HM 0' - 5 1/2" 60 1 H2 J2 ST1 NOTE 1901 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD A PNT 3 HM 0' - 5 1/2" 60 1 H2 J2 ST1 NOTE 1902 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1903 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1904 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1905 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1906 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD A PNT 3 HM 0' - 5 1/2" 60 1 H2 J2 ST1 NOTE 1907 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD A PNT 3 HM 0' - 5 1/2" 60 1 H2 J2 ST1 NOTE 1S1 3' - 0" 6' - 8" 0' - 1 3/4" NV HM PTD LSG B PNT 2 HM 0' - 6" - 4 H1 J1 ST2 NOTE 6 AND 7S2 3' - 0" 6' - 8" 0' - 1 3/4" NV HM PTD LSG B PNT 2 HM 0' - 6" - 4 H1 J1 ST2 NOTE 6 AND 7S3 3' - 0" 6' - 8" 0' - 1 3/4" NV HM PTD LSG B PNT 2 HM 0' - 6" - 4 H1 J1 ST2 NOTE 6 AND 7S4 3' - 0" 6' - 8" 0' - 1 3/4" NV HM PTD LSG B PNT 2 HM 0' - 6" - 4 H1 J1 ST2 NOTE 6 AND 7S5 3' - 0" 6' - 8" 0' - 1 3/4" NV HM PTD LSG B PNT 2 HM 0' - 6" - 4 H1 J1 ST2 NOTE 6 AND 7S6 3' - 0" 6' - 8" 0' - 1 3/4" NV HM PTD LSG B PNT 2 HM 0' - 6" - 4 H1 J1 ST2 NOTE 6 AND 7

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

1/4" = 1'-0"2 DOOR TYPES

1 1/2" = 1'-0"3 HEAD AND JAMB DETAILS

12

1 1/2" = 1'-0"4 EXISTING MASONRY ANCHORS

1/4" = 1'-0"5

EXISTING MASONRY ANCHOR (EMA)SPACING

J JUNCTION BOX

CONDUIT ELLED UP

CONDUIT ELLED DOWN

HOMERUN TO PANEL

DISTRIBUTION PANELBOARD

GROUNDING CONNECTION

GROUNDING WIRE

PULL BOXPB

EXISTING FACILITIES/EQUIPMENT

NEW FACILITIES/EQUIPMENT

NEW WORK KEYED NOTE

EQUIPMENT DEMOLITION

A

AFF

C

CB

CKT

E

EC

FU

G OR GND

GFI

HP

L

MCB

MLO

NC

NEC

NF

NO

P

PNL

PP

SM

SW

V

W

W/

WG

WP WEATHERPROOF

WIRE GUARD

WITH

WATTS OR WIRE

VOLTS

MAIN LUG ONLY

SWITCH

SURFACE MOUNT

POWER PANEL

PANEL

PUMP OR POLE

NORMALLY OPEN

NON FUSED

NATIONAL ELECTRIC CODE

NORMALLY CLOSED

MAIN CIRCUIT BREAKER

LAMP

HORSEPOWER

GROUND FAULT INTERRUPTING

GROUND

FUSE(S)

ELECTRICAL CONTRACTOR

EMERGENCY

CIRCUIT

CIRCUIT BREAKER

CONDUIT

ABOVE FINISHED FLOOR

AMPERES

NORMAL/EMERGENCYNE

ER EXISTING TO BE REMOVED AND

RELOCATED

RE REMOVED AND RELOCATED EQUIPMENT

IN NEW LOCATION

A/C AIR CONDITIONING

ALL WORK EXECUTED AND MATERIALS USED SHALL BE IN STRICT CONFORMANCE TO THE REQUIREMENTS

OF THE LATEST EDITIONS OF THE FOLLOWING CODES AND STANDARDS:

IF THE ELECTRICAL CONTRACTOR PERFORMS ANY WORK CONTRARY TO ANY OF THE ABOVE CODES AND

REGULATIONS, THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR SUCH VIOLATIONS, AND SHALL

ASSUME ANY AND ALL COSTS ASSOCIATED IN CORRECTING THE VIOLATIONS.

ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO LEARN OF ALL EXISTING CONDITIONS, WHICH IN ANY

WAY WILL AFFECT THE EXECUTION OF THIS WORK AND THE REQUIREMENTS OF THIS CONTRACT AS

SHOWN OR REASONABLY INFERRED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.

ELECTRICAL CONTRACTOR SHALL DOCUMENT ANY REQUEST OR DEVIATION FROM THE CONTRACT

DOCUMENTS ON ANY ITEM THAT MAY HAVE BEEN DISCUSSED IN THE FIELD, OR DIRECTED BY OTHERS,

REGARDING MATERIALS OR INSTALLATION METHODS.

ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK (AS DESCRIBED ON THE DRAWINGS

AND IN THE PROJECT SPECIFICATIONS) WITH ALL OTHER TRADES AND SUBCONTRACTORS ON THE PROJECT.

THIS MAY INCLUDE, BUT NOT BE LIMITED TO, PROVIDING COMPLETE DRAWINGS AND SPECIFICATIONS TO

GENERAL TRADES TO ENSURE COORDINATION WITH ALL TRADES AND CONSTRUCTION INSPECTORS.

ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY WIRING AS NECESSARY, TO ENSURE THAT NO

DISRUPTION IN SERVICE OCCURS. TEMPORARY WIRING SHALL BE OF SIMILAR TYPE AND INSULATION WITH

EXISTING WIRING.

PROVIDE TYPE OF CONDUIT FOR THE FOLLOWING:

ANY CUTTING, ROUGH AND FINISHED PATCHING, AS WELL AS ALL PAINTING FOR ALL WORK IS TO BE

PERFORMED BY THE ELECTRICAL CONTRACTOR.

LINKSEAL ALL CONDUIT PENETRATIONS OF EXTERIOR WALLS ABOVE AND BELOW GRADE.

ALL MATERIALS SHALL BEAR THE LABEL OF UNDERWRITER'S LABORATORIES AND MEET THE CURRENT U.L.

STANDARD FOR THAT TYPE OF MATERIAL.

ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, AND INSPECTIONS,

INCLUDING BUT NOT LIMITED TO, THE CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM THE

LOCAL INSPECTION AUTHORITIES. FEES SHALL BE INCLUSIVE FOR ALL WORK TO BE PERFORMED

WHETHER ONE OR MORE THAN ONE PERMIT/LICENSE IS REQUIRED.

ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION. CONDUCTORS (#10 AND

SMALLER) SHALL BE SOLID. CONDUCTORS (#8 AND LARGER) SHALL BE STRANDED. THE MINIMUM

CONDUCTOR SIZE FOR POWER CONDUCTORS SHALL BE #12.

ALL GROUND CONDUCTORS SHALL BE FULLY INSULATED WITH GREEN INSULATION.

THE WIRING METHODS FOR THIS PROJECT SHALL BE WIRE IN CONDUIT IN EXPOSED AREAS AND TYPE "MC"

CABLE IN CONCEALED AREAS. THE CONDUIT SHALL BE ELECTRIC METALLIC TUBING (EMT) AND THE MINIMUM

SIZE SHALL BE 3/4". CONDUIT PLACED BELOW GRADE AND/OR CONCRETE ENCASED SHALL BE SCHEDULE 40

PVC AND A MINIMUM SIZE SHALL BE 1". WIRING SHALL BE INSTALLED CONCEALED WHEREVER POSSIBLE. ALL

EXPOSED WIRING CONDITIONS SHALL BE INSTALLED IN CONDUIT IN UNFINISHED SPACES, STEEL SURFACE

METAL RACEWAY WIREMOLD TYPE V700 IN INTERIOR FINISHED SPACES, AND RGS IN EXTERIOR FINISHED

SPACES (UNLESS NOTED OTHERWISE) AND MUST BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.

ELECTRICAL CONTRACTOR SHALL PROVIDE ADEQUATELY SIZED WIREWAYS, JUNCTION BOXES, AND

OUTLET BOXES FOR RESPECTIVE APPLICATIONS. THESE ITEMS SHALL BE SIZED IN ACCORDANCE WITH

THE LATEST EDITION OF THE 2008 NATIONAL ELECTRICAL CODE AND BE READILY ACCESSIBLE. THESE

ITEMS SHALL BE OF GALVANIZED STEEL CONSTRUCTION UNLESS SPECIFIED OTHERWISE.

CONDUCTORS, EQUIPMENT AND/OR DEVICES OF DIFFERENT VOLTAGES SHALL NOT BE INSTALLED IN THE SAME

OUTLET OR JUNCTION BOX. EACH CIRCUIT SHALL HAVE ITS OWN NEUTRAL CONDUCTOR. DO NOT SHARE

NEUTRALS. COVER PLATES SHALL BE PROVIDED ON ALL BLANK OUTLET BOXES FOR FUTURE USE. PROVIDE

ADDITIONAL INSULATION BEHIND EACH JUNCTION OR OUTLET BOX LOCATED ON EXTERIOR WALLS.

LOCATION OF ITEMS AND DIMENSIONS SHOWN ON DRAWINGS ARE APPROXIMATE. MOUNTING HEIGHTS OF

EQUIPMENT AND ROUTING OF RACEWAYS SHALL BE COORDINATED WITH THE EQUIPMENT REQUIREMENTS,

FIELD CONDITIONS AND APPROVED BY THE OWNER/ENGINEER.

EXACT LOCATIONS OF ELECTRICAL DEVICES AND EQUIPMENT SHALL BE VERIFIED.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR AT

THE SITE.

THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS OR INSTRUCTIONS FOR CONSTRUCTION

SAFETY. THE ELECTRICAL ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY WORKER'S OR TRANSIENT'S

SAFETY, OR FOR THE ADEQUACY OF EQUIPMENT, BUILDING COMPONENTS, SCAFFOLDS, FORMS, OR OTHER

WORK AID, OR ANY NECESSITY TO WORK ON "LIVE" ELECTRICAL COMPONENTS. FURTHER, NO

SUPERINTENDENCE IS INCLUDED OR INTENDED.

THE ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO PROTECT ALL OPEN EXCAVATIONS DURING ANY

DEMOLITION AND/OR CONSTRUCTION.

DEVIATION FROM MANUFACTURER'S NAMES, CATALOG/MODEL/PARTS NUMBERS SHOWN ON THE

DRAWINGS AND IN THE PROJECT SPECIFICATIONS SHALL NOT BE PERMITTED WITHOUT PRIOR WRITTEN

APPROVAL FROM THE OWNER AND/OR ENGINEER.

ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ANY CUTTING AND/OR PATCHING REQUIRED BY

ELECTRICAL WORK RESULTING FROM THE FAILURE TO INSTALL EMBEDDED OR BUILT-IN ITEMS AS AND

WHEN REQUIRED.

ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE WORK IS FEASIBLE AS SHOWN ON THE DRAWINGS AND

IN THE PROJECT SPECIFICATIONS. ELECTRICAL CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL

ITEMS IN RELATION TO ARCHITECTURAL AND STRUCTURAL ITEMS AS REQUIRED. ELECTRICAL

CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK.

ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF A

WORK ZONE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF

TRANSPORTATION PUBLICATION 203 - WORK ZONE TRAFFIC CONTROL FOR WORK IN ALL AREAS IN OR

ADJACENT TO VEHICULAR TRAFFIC AREAS.

ELECTRICAL CONTRACTOR SHALL PROVIDE ANY ADDITIONAL JUNCTION BOXES AND/OR HANDHOLES, NOT

SHOWN ON THE PLANS, BUT REQUIRED TO COMPLETE CONSTRUCTION. THESE ITEMS SHALL BE IN STRICT

CONFORMANCE TO THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.

LOCATIONS OF ADDITIONAL HANDHOLES SHALL REQUIRE APPROVAL BY THE ENGINEER BEFORE

INSTALLATION. ELECTRICAL CONTRACTOR MAY BE REQUIRED TO REMOVE OR RELOCATE ANY

INSTALLATION OF ADDITIONAL HANDHOLES THAT ARE NOT APPROVED, AND AT NO ADDITIONAL COST TO

THE OWNER.

1.

B.

C.

E.

F.

D.

A.

H.

I.

J.

K.

G.

NATIONAL ELECTRICAL CODE

UNDERWRITER'S LABORATORIES, INC.

AMERICAN NATIONAL STANDARDS INSTITUTE, INC.

NATIONAL BOARD OF FIRE UNDERWRITERS

THE LATEST REVISION THEREOF.

3.

4.

6.

5.

7.

9.

8.

10.

11.

13.

14.

15.

12.

BUILDING EXTERIOR - RGSA.

2.

NATIONAL BUREAU OF STANDARDS HANDBOOK H-30

STATE CODES, LOCAL CODES, AND ALL OTHER JURISDICTIONS HAVING AUTHORITY

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

INSULATED POWER CABLE ENGINEERS ASSOCIATED SPECIFICATIONS

AMERICAN SOCIETY FOR TESTING MATERIALS AND SPECIFICATIONS

FEDERAL DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH STANDARDS AS

CONTAINED IN THE FEDERAL REGISTER VOLUME 36, NUMBER 105, DATED MAY 29, 1971 OR

17.

16.

18.

19.

20.

21.

22.

24.

23.

26.

25.

27

28.

ALL DEVICES LOCATED IN COMMON AREAS OR UFAS UNITS MUST BE INSTALLED AT UFAS COMPLIANT

MOUNTING HEIGHTS.

29.

ALL WORK ON THE FIRE ALARM SYSTEM TO BE COMPLETED DAILY AND THE FIRE ALARM SYSTEM

RETURNED TO SERVICE AT THE END OF EACH WORK DAY. IF FIRE ALARM SYSTEM CANNOT BE RETURNED

TO SERVICE AT THE END OF EACH WORK DAY, E.C. SHALL PROVIDE PERSONNEL TO PERFORM FIRE WATCH

DUTIES UNTIL THE START OF THE NEXT WORK DAY PER SPECIFICATION SECTION 16720.

30.

CONNECT ALL UNIT SMOKE DETECTORS WITHIN EACH RESPECTIVE UNIT TO A 20-A CIRCUIT SERVIING WALL

OUTLETS. UNIT SMOKE DETECTORS SHALL NOT BE TIED INTO THE FIRE ALARM SYSTEM.

BUILDING INTERIOR - EMTB.

FH FIRE HOSE

" # " INDICATES PHOTO NUMBER ON DRAWING.

ARROW INDICATES DIRECTION OF VIEW.E003#

EXISTING WIRING TO REMAIN CONTINUUSLY OPERATIONAL DURING ALL CONSTRUCTION. TEMPORARY

WIRING SHALL BE INSTALLED AS NEEDED. ALL CABLE SHALL BE OF SIMILAR TYPE AND INSULATION.

POWER AND CONTROL CABLES ARE TO BE SEPARATED AT ALL TIMES. SOME JUNCTIN BOXES MAY REQUIRE

A MECHANICAL BARRIER TO MAINTAIN SEPARATION OF POWER FROM CONTROL.

DEMOLITION KEYED NOTE

1

1

FIRE ALARM RISER DIAGRAM

1

N.T.S.

RESIDENTIAL

FLOORS

NON-RESIDENTIAL

FLOORS

NOTIFICATION

DEVICES

DETECTION/INITIATION

DEVICES

NOTIFICATION

DEVICES

BUILDING 74

EXISTING FIRE ALARM CONTROL

PANEL

SECURITY ACCESS SYSTEM

PROVIDE DEDICATED

20A, 120V CIRCUIT

CELLULAR PHONE

LINE #1

CELLULAR PHONE

LINE #2

ETHERNET TO OFFICE

ASSISTANT AREA

CELLULAR

3'-7"

6" BELOW CLG

0'-0"FINISHED FLOOR

WALL MOUNTED FIRE ALARM PULL STATIONS

(UFAS AND NON-UFAS)

TOP OF WALL MOUNTED SMOKE DETECTORS

6'-8" OR 6"

BELOW CLG,

WHICHEVER

IS LOWER

FIRE ALARM HORNS/STROBES

DETAIL - MOUNTING HEIGHT SCHEDULE

2

N.T.S.

DETECTION/INITIATION

DEVICES

EXIST /EMERGENCY FIXTURE; LTHONIA; LHQM LED R

HOUSING AUTHORITY OF THECITY OF PITTSBURGH

DEVELOP & MODERNIZATION DEPT.100 ROSS STREET

PITTSBURGH, PA 15219Phone:(412) 456-5020


D & D ENGINEERING, INC. CONSULTING ELECTRICAL ENGINEERS


BASEMENT FLOOR

FIRE DETECTION PLAN - DEMOLITION AND NEW WORK

PROJECT TEAM

RIOS WILLIAMS ARCHITECTS, P.C.

200 ROSEWOOD COURT

VENETIA, PA 15367

PHONE: 724-255-7985

Contact: Lizette Rios-Williams

[email protected]


35 WILSON STREET

ETNA TECHNICAL CENTER, SUITE 102

PITTSBURGH, PA 15223

PHONE: 412-784-1560

UP

CLASSROOM

WOMEN'S

MEN'S

INCINERATOR

CLASSROOM

BOILER ROOM

STAIR

STAIR

JANITOR

CLOSET

OFFICE OFFICE

CLASSROOM

KITCHENETTE

ELECT STOR

CLASSROOM

WOMEN'S MEN'S

JAN.

STORAGE KITCHENETTE

RECORDING

STUDIO

CONTROL ROOM

STORAGE

CLASSROOM

OFFICE

S1

S6

74D

74C

74B

74I

74H

74F74A

LOUNGE

74E

74G

74J

CLOSET

Room Room

BASEMENT FLOOR PLAN - DEMOLITION & NEW WORK

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

1

E1011

E1011

E1001




BASEMENT FLOOR

FIRE DETECTION PLAN - DEMOLITION AND NEW WORK

DEMOLITION KEYED NOTES:

REMOVE EXISTING FIRE ALARM CONTROL

PANEL AND REPLACE WITH NEW FIRE ALARM

CONTROL PANEL. SEE RISER DIAGRAM ON

DRAWING E001

SEE SPECIFICATION SECTION 02050 FOR

DESCRIPTION OF DEMOLITION.

DEMOLITION GENERAL NOTES:

1.

REMOVE EXISTING FIRE ALARM NOTIFICATION

AND INITIATION DEVICES. REMOVE EXISTING

DEVICE BACK BOX.

ALL REMOVED DEVICES, AND FACP'S SHALL

BECOME THE PROPERTY OF THE OWNER UNTIL

IDENTIFIED OTHERWISE.

REMOVE EXISTING FIRE DETECTION DEVICE IN

THIS LOCATION.

NEW KEYED NOTES:

PROVIDE NEW FIRE ALARM NOTIFICATION AND

INITIATION DEVICES IN EXISTING DEVICES

LOCATION. PROVIDE NEW DEVICE BACK BOXES.

PROVIDE NEW FIRE DETECTION DEVICE IN

EXISTING DEVICE LOCATION.

FIRE ALARM DEVICE LEGEND

WEATHER PROOF WALL MOUNTED HORN/STROBE

MULTI CANDELA WALL MOUNTED HORN/STROBE ONLY UNIT

FIRE ALARM CONTROL PANEL

INDIVIDUAL ADDRESSABLE MODULE RELAY

INDIVIDUAL ADDRESSABLE MODULE

DUCT DETECTOR

ADDRESSABLE HEAT DETECTOR

CEILING MOUNTED HORN/STROBE ONLY

PULL STATION

PROVIDE NEW FIRE DETECTION DEVICE OR

FIRE ALARM NOTIFICATION AND INITIATION

DEVICE IN THIS LOCATION.

TENANT VIDEO MONITOR

DOOR ACCESS SYSTEM

TENANT ENTRANCE STATION

REMOVE BUZZER AT COMMON DOOR ENTRY.

LEAVE CONDUIT OR WIRING PATH FROM

COMMON DOOR ENTRY TO EACH UNIT. SEE

PICTURE ON DRAWING E104.

PROVIDE NEW FIRE ALARM CONTROL PANEL.

FIELD VERIFY QUANTITY AND LOCATION OF ALL

INITIATION, DETECTION AND NOTIFICATION

DEVICES. SEE SPECIFICATION SECTION 16720.

NEW TENANT ENTRANCE STATION TO BE

LOCATED IN THE SAME LOCATION AS EXISTING

BUZZER LOCATION. SOME MODIFICATION TO

MASONRY WILL BE REQUIRED.




PROJECT TEAM


200 ROSEWOOD COURT

VENETIA, PA 15367

PHONE: 724-255-7985


[email protected]


35 WILSON STREET



PHONE: 412-784-1560

BASEMENT FLOOR HAS EXISTING DOOR

SECURITY/MONITORING SYSTEM. AS OLD

DOORS ARE REMOVED AND NEW DOORS

INSTALLED AS INDICATED ON DOOR SCHEDULE,

DRAWING A-6, EXISTING DEVICES SHALL BE

REMOVED/RETAINED TO BE RECONNECTED TO

NEW DOORS/FRAMES AS REQUIRED TO

PROVIDE SECURITY TO BUILDING ENTRY. ALL

WORK ASSOCIATED WITH THIS SHALL BE

PROVIDED. SEE PICTURE#1 ON THIS DRAWING

GENERAL NOTES:

1.

ADDRESSABLE SMOKE DETECTOR

COORDINATE ELECTRICAL WORK FOR NEW

DOOR ENTRY. SEE DOORS SCHEDULE ON

DRAWING A-6 FOR DOORS, AND HARDWARE SET

INFORMATION. SEE SPECIFICATION 16701 AND

16702 FOR DOOR ACCESS/VIDEO MONITORING

SYSTEM.

BASEMENT FLOOR - EXISTING

SECURITY SYSTEM ITEMS

TO REMAIN

PICTURE#1

CIRCUITING FOR NEW EMERGENCY/EXIT

FIXTURES SHALL BE FROM EXISTING LIGHTING

CIRCUIT, BUT A HEAD OF ANY SWITCHING.

2.

SEE SPECIFICATION SECTION 16702 - TENANT

DOOR ENTRY KEYING SYSTEM - FOR DETAILS

CONCERNING THE FOB (KEYLESS ENTRY

DEVICES) AND ALL ITEMS RELATED TO THE

DOOR ENTRY SYSTEM REQUIREMENTS. THIS

SYSTEM SHALL BE COMPATIBLE WITH THE

PRESENT HARDWARE THAT THE HACP

PROVIDES.

UP

DN

UP

APT. APT.

APT.

STAIR STAIR

STAIR

APT. APT.

STAIR

STAIR

APT.

STAIR

APT.

APT APT. APT. APT.

APT.

872

873

903

902

878E 879E

S2

884E 885E

S3

890E 891E

S4

896E 897E

S5

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

1

1ST FLOOR PLAN - DEMOLITION & NEW WORK

1

E104

E1011E101 1

E1042

E104 2

E1042

E1042

E1011E101 1E1011E101 1E1011

E101 3

E1042

E104 2

E1042

E104 2

E1042

E104 2

E1042

E1042

E101 2

E1012

E1012

E1012

E1012


NEW UNIT SMOKE DETECTOR


EXISTING WALL MOUNTED HORN UNIT - TO REMAIN

EXISTING CARBON MONOXIDE DETECTOR-PRESENT-TO-REMAIN

EXISTING PULL STATION

EXISTING UNIT SMOKE DETECTOR-PRESENT-TO-REMAIN



FIRST FLOOR

FIRE DETECTION PLAN - DOOR ENTRY DEMOLITION & NEW WORK

EXISTING BUZZ, HARD-WIRED TO EXISTING BOTTOM AT

COMMON DOOR ENTRY STAIRWELL.

NEW WORK KEYED NOTES:

NEW BATTERY POWERED SMOKE DETECTORS

NEW TENANT MONITOR TO BE LOCATED IN THE

VICINITY BUT BELOW EXISTING BUZZER UNIT

BEING DEMOLISHED. CONNECT TO

ELECTRONIC AT BOTTOM OF COMMON ENTRY,

UTILIZE EXISTING RACEWAY WHERE POSSIBLE,

BETWEEN COMMON DOOR ENTRY ENTRANCE

STATION AND TENANT VIDEO MONITOR.

TYPICAL ALL TENANT UNITS.


REMOVE EXISTING BUZZERS, PATCH AND PAINT

TO MATCH EXISTING. TYPICAL ALL TENANT UNITS.





REMOVE EXISTING PULL STATION AND

REPLACE WITH NEW PULL STATION.

EXISTING PULL STATIONS ARE TO BE REMOVED

AND REPLACED WITH NEW PULL STATIONS.

NEW PULL STATIONS ARE TO BE TIED IN TO

NEW FACP. SEE DRAWING E100 FOR FACP

LOCATION.

GENERAL NOTES:

1.

EXISTING HORNS ARE TO BE

PRESENT-TO-REMAIN AND ARE TO BE TIED

INTO NEW FACP.

2.

ALL NEW WIRING FOR ALL DEVICES TO BE TIED

INTO NEW FACP SHALL BE PROVIDED AND

INSTALLED.

3.


DOOR ACCESS SYSTEM


SEE ARCHITECTURAL DRAWINGS A-5 AND A-6

FOR INFORMATION TO STAIR DOORWAYS.

4.


INITIATION DEVICES IN EXISTING DEVICE


EXISTING BUZZER STATION

PICTURE#1

(TYPICAL INSTALLATION)




PROJECT TEAM


200 ROSEWOOD COURT

VENETIA, PA 15367

PHONE: 724-255-7985


[email protected]


35 WILSON STREET



PHONE: 412-784-1560

COORDINATE ELECTRICAL WORK FOR NEW

DOOR ENTRY. SEE DOORS SCHEDULE ON

DRAWING A-6 FOR DOORS, AND HARDWARE SET

INFORMATION. SEE SPECIFICATION 16701 AND

16702 FOR DOOR ACCESS/VIDEO MONITORING

SYSTEM.

NEW TENANT ENTRANCE STATION TO BE

LOCATED IN THE SAME LOCATION AS EXISTING

BUZZER LOCATION. SOME MODIFICATION TO

MASONRY WILL BE REQUIRED.




5.

REMOVE EXISTING STROBES AT TOP OF EACH

STAIR TOWER EXTERIOR.

REMOVE EXISTING BLUE BEACON FROM TOP OF

THIS STAIR TOWER EXTERIOR. PROVIDE

WATERPROOF COVER OVER HOLE LEFT BY

REMOVAL.

REMOVE EXISTING ANNUNCIATOR, PROTECTIVE

CAGE AND ALL APPURTENANCES FROM EXTERIOR

BUILDING WALL.

REPLACE EXISTING STROBE WITH NEW STROBE

IN SAME LOCATION.

REPLACE EXISTING ANNUNCIATOR WITH NEW

ANNUNCIATOR IN SAME LOCATION.

EXISTING BLUE BEACON

PICTURE#2


EXISTING ANNUNCIATOR

PICTURE#3


INSTALL NEW BLUE BEACON DIRECTLY ABOVE

NEW ANNUNCIATOR APPROXIMATELY 20' AFF.

INTERCONNECTING WIRE CAN BE IN IMC, RUN

EXPOSED ON BUILDING.

INSTALL NEW PROTECTIVE CAGE AROUND NEW

ANNUNCIATOR, SIMILAR TO WHAT WAS REMOVED.

CAGE SHALL BE POWDER COAT PAINTED. PATCH

ANY HOLES LEFT FROM REMOVAL OF EXISTING

HARDWARE.

SEE SPECIFICATION SECTION 16702 - TENANT

DOOR ENTRY KEYING SYSTEM - FOR DETAILS

CONCERNING THE FOB (KEYLESS ENTRY

DEVICES) AND ALLITEMS RELATED TO THE

DOOR ENTRY SYSTEM REQUIREMENTS. THIS

SYSTEM SHALL BE COMPATIBLE WITH THE

PRESENT HARDWARE THAT THE HACP

PROVIDES

DN

DN

DN

APT.APT. APT.

APT.

STAIR STAIRSTAIR

APT. APT.

STAIR

APT.

STAIR

APT.

APT.

APT.

APT. APT.

STAIR

874

875

905

904

880 881 886 887 892 893898 899

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

1

2ND FLOOR PLAN - DEMOLITION & NEW WORK

E1042

E104 2

E1042

E1042

E1042

E104 2

E1042

E104 2

E1042

E104 2

E1042

E1042




SECOND FLOOR

FIRE DETECTION PLAN - DOOR ENTRY DEMOLITION & NEW WORK



EXITING WALL MOUNTED HORN UNIT - TO REMAIN





























LOCATION.

GENERAL NOTES:

1.



INTO NEW FACP.

2.



INSTALLED.

3.


DOOR ACCESS SYSTEM




4.







PROJECT TEAM


200 ROSEWOOD COURT

VENETIA, PA 15367

PHONE: 724-255-7985


[email protected]


35 WILSON STREET



PHONE: 412-784-1560




5.

DN

APT. APT. APT.

APT.

STAIR

APT. APT.

APT.

APT.

STAIR

STAIR

APT.

APT.APT. APT.

STAIR

STAIR

STAIR

876

877

907

906

900 901

894 895889888

883882

3RD FLOOR PLAN - DEMOLITION & NEW WORK

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

1

E1043

E1043

E1043

E1043

E1043

E1043

E1043

E1043

E1043

E1043

E104 3

E104 3




THIRD FLOOR

FIRE DETECTION PLAN - NEW WORK



EXISTING WALL MOUNTED HORN UNIT - TO REMAIN

















REMOVE EXISTING BUZZERS, PATCH AND PAINT TO

MATCH EXISTING.TYPICAL ALL TENANT UNITS.











LOCATION.

GENERAL NOTES:

1.



INTO NEW FACP.

2.



INSTALLED.

3.


DOOR ACCESS SYSTEM




4.




ADDRESSABLE SMOKE DETECTOR

REMOVE EXISTING FIRE DETECTION DEVICE IN

THIS LOCATION.

PROVIDE NEW FIRE DETECTION DEVICE IN

EXISTING FIRE DETECTION DEVICE LOCATION.




PROJECT TEAM


200 ROSEWOOD COURT

VENETIA, PA 15367

PHONE: 724-255-7985


[email protected]


35 WILSON STREET



PHONE: 412-784-1560




5.

STAIR

APT. APT.

896E 897E

S5

ENLARGED UNIT FLOOR PLAN - NEW WORK

SCALE: 3/16" = 1'-0"

1

TYPICAL INTERCONNECTION WIRING, DIAGRAM-DOOR ENTRY/TENANT MONITOR

(FOR REFERENCE ONLY)

2




ENLARGED PLAN

FIRE DETECTION PLAN - NEW WORK

3RD FLOOR LOCATION - EXISTING DEVICES

PICTURE #3

1ST & 2ND FLOOR LOCATION - EXISTING DEVICES

PICTURE #2



WALL MOUNTED HORN UNIT





























LOCATION.

GENERAL NOTES:

1.



INTO NEW FACP.

2.



INSTALLED.

3.


DOOR ACCESS SYSTEM




4.







PROJECT TEAM


200 ROSEWOOD COURT

VENETIA, PA 15367

PHONE: 724-255-7985


[email protected]


35 WILSON STREET



PHONE: 412-784-1560




5.

HOUSING AUTHORITY of the CITY of PITTSBURGH...HOUSING AUTHORITY of the CITY of PITTSBURGH DEVELOPMENT AND MODERNIZATION DEPARTMENT 100 ROSS STREET, 2ND FLOOR PITTSBURGH, PENNSYLVANIA

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