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
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>OP 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
DETAIL IDENTIFIER- NUMBER
SHEET NUMBER
DETAIL IDENTIFIER- 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
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 As indicated
11
/11/
2019
11
:57:
02 A
M
17001
G-0211-13-2019
LRW
LRW
BASEMENT AND FIRST FLOOR CODE SHEET
CONSTRUCTION DRAWINGS
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 FE FE FEFEFE 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 FE FE FEFEFE FE
FE
FE
2ND FLOOR BUILDING UNITS ARE SEPARATED BY A 2-HR FLOOR/WALL
SEPARATION THUS CREATING SEPARATE COMPARTMENTS AS INDICATED
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 As indicated
11
/11/
2019
11
:57:
05 A
M
17001
G-0311-13-2019
LRW
LRW
SECOND AND THIRD FLOOR CODE SHEET
CONSTRUCTION DRAWINGS
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
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 As indicated
11
/11/
2019
11
:56:
54 A
M
17001
D-111-13-2019
LRW
LRW
BASEMENT DEMOLITION PLAN
CONSTRUCTION DRAWINGS
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
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 As indicated
11
/11/
2019
11
:56:
55 A
M
17001
D-211-13-2019
LRW
LRW
TYPICAL ENLARGED DEMOLITION PLANS
CONSTRUCTION DRAWINGS
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
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
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 As indicated
11
/11/
2019
11
:56:
44 A
M
17001
A-111-13-2019
LRW
LRW
BASEMENT LEVEL
CONSTRUCTION DRAWINGS
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
SEE DETAIL 2/D-2 FOR DEMOLITION NOTES
A-5
2 SIMILAR
SEE DETAIL 2/D-2 FOR DEMOLITION NOTES
A-5
2 SIMILAR
SEE DETAIL 2/D-2 FOR DEMOLITION NOTES
A-5
2 SIMILAR
SEE DETAIL 3/D-2 FOR DEMOLITION NOTES
A-5
3 SIMILAR
SEE DETAIL 3/D-2 FOR DEMOLITION NOTES
A-5
3SIMILAR
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
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 As indicated
11
/11/
2019
11
:56:
45 A
M
17001
A-211-13-2019
LRW
LRW
1ST FLOOR LEVEL
CONSTRUCTION DRAWINGS
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
SEE DETAIL 3/D-2 FOR DEMOLITION NOTES
A-5
3 SIMILAR
SEE DETAIL 3/D-2 FOR DEMOLITION NOTES
A-5
3 SIMILAR
SEE DETAIL 3/D-2 FOR DEMOLITION NOTES
A-5
3 SIMILAR
SEE DETAIL 3/D-2 FOR DEMOLITION NOTES
A-5
3 SIMILAR
SEE DETAIL 3/D-2 FOR DEMOLITION NOTES
A-5
3SIMILAR
SEE DETAIL 3/D-2 FOR DEMOLITION NOTES
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
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 As indicated
11
/11/
2019
11
:56:
47 A
M
17001
A-311-13-2019
LRW
LRW
2ND FLOOR LEVEL
CONSTRUCTION DRAWINGS
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
SEE DETAIL 4/D-2 FOR DEMOLITION NOTES
A-5
4 SIMILAR
SEE DETAIL 4/D-2 FOR DEMOLITION NOTES
A-5
4 SIMILAR
SEE DETAIL 4/D-2 FOR DEMOLITION NOTES
A-5
4 SIMILAR
SEE DETAIL 4/D-2 FOR DEMOLITION NOTES
A-5
4 SIMILAR
SEE DETAIL 4/D-2 FOR DEMOLITION NOTES
A-5
4SIMILAR
SEE DETAIL 4/D-2 FOR DEMOLITION NOTES
A-54
1
1
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
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 As indicated
11
/11/
2019
11
:56:
48 A
M
17001
A-411-13-2019
LRW
LRW
3RD FLOOR LEVEL
CONSTRUCTION DRAWINGS
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
PROVIDE TACTILE PHOTOPOLYMER SIGN. SEE DETAIL 3&4/G-02 FOR ADA COMPLIANT LOCATION.
INTERCOM SYSTEMINTERCOM SYSTEM
A-5
7
A-514
TYP.
PNT 1 PNT 1
PNT 4
PNT 3 PNT 3
A-5
5
6
PROVIDE TACTILE PHOTOPOLYMER SIGN. SEE DETAIL 3&4/G-02 FOR ADA COMPLIANT LOCATION.
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. 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.
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.
INTERCOM SYSTEM; ALL OPERABLE PARTS SHALL BE MAX. 48" A.F.F., 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.
APARTMENT TACTILE SIGNAGE, TYP.
APARTMENT TACTILE SIGNAGE, 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
INTERCOM SYSTEM; ALL OPERABLE PARTS SHALL BE MAX. 48" A.F.F., TYP.
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
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 As indicated
11
/11/
2019
11
:56:
51 A
M
17001
A-511-13-2019
LRW
LRW
ENLARGED TYPICAL NEW WORK PLANS, ELEVATIONS, DETAILS ANDFINISH SCHEDULE
CONSTRUCTION DRAWINGS
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
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 As indicated
11
/11/
2019
11
:56:
53 A
M
17001
A-611-13-2019
LRW
LRW
DOOR SCHEDULE, DOOR TYPES, AND DETAILS
CONSTRUCTION DRAWINGS
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
884E 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- B PNT 2 HM 0' - 6" 60 4 H1 J1 ST1 NOTE 6885E 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- B PNT 2 HM 0' - 6" 60 4 H1 J1 ST1 NOTE 6886 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1887 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1888 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 1889 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
890E 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- B PNT 2 HM 0' - 6" 60 4 H1 J1 ST1 NOTE 6891E 3' - 0" 6' - 8" 0' - 1 3/4" F HM PTD -- B PNT 2 HM 0' - 6" 60 4 H1 J1 ST1 NOTE 6892 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1893 2' - 8" 6' - 8" 0' - 1 3/4" P HM PTD -- C PNT 3 HM 0' - 6" FRISGC 60 1 H1 J1 ST1894 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 1895 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
NORTHVIEW HEIGHTS BUILDING #74 UPGRADES
D & D ENGINEERING, INC. CONSULTING ELECTRICAL ENGINEERS
CONSTRUCTION DOCUMENTS
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
D&D ENGINEERING, INC.
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
NORTHVIEW HEIGHTS BUILDING #74 UPGRADES
D & D ENGINEERING, INC. CONSULTING ELECTRICAL ENGINEERS
CONSTRUCTION DOCUMENTS
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.
HOUSING AUTHORITY OF THECITY OF PITTSBURGH
DEVELOP & MODERNIZATION DEPT.100 ROSS STREET
PITTSBURGH, PA 15219Phone:(412) 456-5020
PROJECT TEAM
RIOS WILLIAMS ARCHITECTS, P.C.
200 ROSEWOOD COURT
VENETIA, PA 15367
PHONE: 724-255-7985
Contact: Lizette Rios-Williams
D&D ENGINEERING, INC.
35 WILSON STREET
ETNA TECHNICAL CENTER, SUITE 102
PITTSBURGH, PA 15223
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
CONSTRUCTION DOCUMENTS
NEW UNIT SMOKE DETECTOR
FIRE ALARM DEVICE LEGEND
EXISTING WALL MOUNTED HORN UNIT - TO REMAIN
EXISTING CARBON MONOXIDE DETECTOR-PRESENT-TO-REMAIN
EXISTING PULL STATION
EXISTING UNIT SMOKE DETECTOR-PRESENT-TO-REMAIN
NORTHVIEW HEIGHTS BUILDING #74 UPGRADES
D & D ENGINEERING, INC. CONSULTING ELECTRICAL ENGINEERS
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.
DEMOLITION KEYED NOTES:
REMOVE EXISTING BUZZERS, PATCH AND PAINT
TO MATCH EXISTING. TYPICAL ALL TENANT UNITS.
REMOVE BUZZER AT COMMON DOOR ENTRY.
LEAVE CONDUIT OR WIRING PATH FROM
COMMON DOOR ENTRY TO EACH UNIT. SEE
PICTURE ON DRAWING E104.
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.
TENANT VIDEO MONITOR
DOOR ACCESS SYSTEM
TENANT ENTRANCE STATION
SEE ARCHITECTURAL DRAWINGS A-5 AND A-6
FOR INFORMATION TO STAIR DOORWAYS.
4.
PROVIDE NEW FIRE ALARM NOTIFICATION AND
INITIATION DEVICES IN EXISTING DEVICE
LOCATION. PROVIDE NEW DEVICE BACK BOXES.
EXISTING BUZZER STATION
PICTURE#1
(TYPICAL INSTALLATION)
HOUSING AUTHORITY OF THECITY OF PITTSBURGH
DEVELOP & MODERNIZATION DEPT.100 ROSS STREET
PITTSBURGH, PA 15219Phone:(412) 456-5020
PROJECT TEAM
RIOS WILLIAMS ARCHITECTS, P.C.
200 ROSEWOOD COURT
VENETIA, PA 15367
PHONE: 724-255-7985
Contact: Lizette Rios-Williams
D&D ENGINEERING, INC.
35 WILSON STREET
ETNA TECHNICAL CENTER, SUITE 102
PITTSBURGH, PA 15223
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.
CIRCUITING FOR NEW EMERGENCY/EXIT
FIXTURES SHALL BE FROM EXISTING LIGHTING
CIRCUIT, BUT A HEAD OF ANY SWITCHING.
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
(TYPICAL INSTALLATION)
EXISTING ANNUNCIATOR
PICTURE#3
(TYPICAL INSTALLATION)
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
CONSTRUCTION DOCUMENTS
NORTHVIEW HEIGHTS BUILDING #74 UPGRADES
D & D ENGINEERING, INC. CONSULTING ELECTRICAL ENGINEERS
SECOND FLOOR
FIRE DETECTION PLAN - DOOR ENTRY DEMOLITION & NEW WORK
NEW UNIT SMOKE DETECTOR
FIRE ALARM DEVICE LEGEND
EXITING WALL MOUNTED HORN UNIT - TO REMAIN
EXISTING CARBON MONOXIDE DETECTOR-PRESENT-TO-REMAIN
EXISTING PULL STATION
EXISTING UNIT SMOKE DETECTOR-PRESENT-TO-REMAIN
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.
DEMOLITION KEYED NOTES:
REMOVE EXISTING BUZZERS, PATCH AND PAINT
TO MATCH EXISTING. TYPICAL ALL TENANT UNITS.
REMOVE BUZZER AT COMMON DOOR ENTRY.
LEAVE CONDUIT OR WIRING PATH FROM
COMMON DOOR ENTRY TO EACH UNIT. SEE
PICTURE ON DRAWING E104.
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.
TENANT VIDEO MONITOR
DOOR ACCESS SYSTEM
TENANT ENTRANCE STATION
SEE ARCHITECTURAL DRAWINGS A-5 AND A-6
FOR INFORMATION TO STAIR DOORWAYS.
4.
PROVIDE NEW FIRE ALARM NOTIFICATION AND
INITIATION DEVICES IN EXISTING DEVICE
LOCATION. PROVIDE NEW DEVICE BACK BOXES.
HOUSING AUTHORITY OF THECITY OF PITTSBURGH
DEVELOP & MODERNIZATION DEPT.100 ROSS STREET
PITTSBURGH, PA 15219Phone:(412) 456-5020
PROJECT TEAM
RIOS WILLIAMS ARCHITECTS, P.C.
200 ROSEWOOD COURT
VENETIA, PA 15367
PHONE: 724-255-7985
Contact: Lizette Rios-Williams
D&D ENGINEERING, INC.
35 WILSON STREET
ETNA TECHNICAL CENTER, SUITE 102
PITTSBURGH, PA 15223
PHONE: 412-784-1560
CIRCUITING FOR NEW EMERGENCY/EXIT
FIXTURES SHALL BE FROM EXISTING LIGHTING
CIRCUIT, BUT A HEAD OF ANY SWITCHING.
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
CONSTRUCTION DOCUMENTS
NORTHVIEW HEIGHTS BUILDING #74 UPGRADES
D & D ENGINEERING, INC. CONSULTING ELECTRICAL ENGINEERS
THIRD FLOOR
FIRE DETECTION PLAN - NEW WORK
NEW UNIT SMOKE DETECTOR
FIRE ALARM DEVICE LEGEND
EXISTING WALL MOUNTED HORN UNIT - TO REMAIN
EXISTING CARBON MONOXIDE DETECTOR-PRESENT-TO-REMAIN
EXISTING PULL STATION
EXISTING UNIT SMOKE DETECTOR-PRESENT-TO-REMAIN
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.
DEMOLITION KEYED NOTES:
REMOVE EXISTING BUZZERS, PATCH AND PAINT TO
MATCH EXISTING.TYPICAL ALL TENANT UNITS.
REMOVE BUZZER AT COMMON DOOR ENTRY.
LEAVE CONDUIT OR WIRING PATH FROM
COMMON DOOR ENTRY TO EACH UNIT. SEE
PICTURE ON DRAWING E104.
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.
TENANT VIDEO MONITOR
DOOR ACCESS SYSTEM
TENANT ENTRANCE STATION
SEE ARCHITECTURAL DRAWINGS A-5 AND A-6
FOR INFORMATION TO STAIR DOORWAYS.
4.
PROVIDE NEW FIRE ALARM NOTIFICATION AND
INITIATION DEVICES IN EXISTING DEVICE
LOCATION. PROVIDE NEW DEVICE BACK BOXES.
ADDRESSABLE SMOKE DETECTOR
REMOVE EXISTING FIRE DETECTION DEVICE IN
THIS LOCATION.
PROVIDE NEW FIRE DETECTION DEVICE IN
EXISTING FIRE DETECTION DEVICE LOCATION.
HOUSING AUTHORITY OF THECITY OF PITTSBURGH
DEVELOP & MODERNIZATION DEPT.100 ROSS STREET
PITTSBURGH, PA 15219Phone:(412) 456-5020
PROJECT TEAM
RIOS WILLIAMS ARCHITECTS, P.C.
200 ROSEWOOD COURT
VENETIA, PA 15367
PHONE: 724-255-7985
Contact: Lizette Rios-Williams
D&D ENGINEERING, INC.
35 WILSON STREET
ETNA TECHNICAL CENTER, SUITE 102
PITTSBURGH, PA 15223
PHONE: 412-784-1560
CIRCUITING FOR NEW EMERGENCY/EXIT
FIXTURES SHALL BE FROM EXISTING LIGHTING
CIRCUIT, BUT A HEAD OF ANY SWITCHING.
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
CONSTRUCTION DOCUMENTS
NORTHVIEW HEIGHTS BUILDING #74 UPGRADES
D & D ENGINEERING, INC. CONSULTING ELECTRICAL ENGINEERS
ENLARGED PLAN
FIRE DETECTION PLAN - NEW WORK
3RD FLOOR LOCATION - EXISTING DEVICES
PICTURE #3
1ST & 2ND FLOOR LOCATION - EXISTING DEVICES
PICTURE #2
NEW UNIT SMOKE DETECTOR
FIRE ALARM DEVICE LEGEND
WALL MOUNTED HORN UNIT
EXISTING CARBON MONOXIDE DETECTOR-PRESENT-TO-REMAIN
EXISTING PULL STATION
EXISTING UNIT SMOKE DETECTOR-PRESENT-TO-REMAIN
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.
DEMOLITION KEYED NOTES:
REMOVE EXISTING BUZZERS, PATCH AND PAINT
TO MATCH EXISTING. TYPICAL ALL TENANT UNITS.
REMOVE BUZZER AT COMMON DOOR ENTRY.
LEAVE CONDUIT OR WIRING PATH FROM
COMMON DOOR ENTRY TO EACH UNIT. SEE
PICTURE ON DRAWING E104.
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.
TENANT VIDEO MONITOR
DOOR ACCESS SYSTEM
TENANT ENTRANCE STATION
SEE ARCHITECTURAL DRAWINGS A-5 AND A-6
FOR INFORMATION TO STAIR DOORWAYS.
4.
PROVIDE NEW FIRE ALARM NOTIFICATION AND
INITIATION DEVICES IN EXISTING DEVICE
LOCATION. PROVIDE NEW DEVICE BACK BOXES.
HOUSING AUTHORITY OF THECITY OF PITTSBURGH
DEVELOP & MODERNIZATION DEPT.100 ROSS STREET
PITTSBURGH, PA 15219Phone:(412) 456-5020
PROJECT TEAM
RIOS WILLIAMS ARCHITECTS, P.C.
200 ROSEWOOD COURT
VENETIA, PA 15367
PHONE: 724-255-7985
Contact: Lizette Rios-Williams
D&D ENGINEERING, INC.
35 WILSON STREET
ETNA TECHNICAL CENTER, SUITE 102
PITTSBURGH, PA 15223
PHONE: 412-784-1560
CIRCUITING FOR NEW EMERGENCY/EXIT
FIXTURES SHALL BE FROM EXISTING LIGHTING
CIRCUIT, BUT A HEAD OF ANY SWITCHING.
5.