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SOUTH BROAD STREET SENIOR CENTER IMPROVEMENTS CCH PROJECT NUMBER: 2070 SITE PLAN N.T.S Drawings Copyright © 2020 Clarke Caton Hintz, PC Historic Preservation Landscape Architecture Clarke Caton Hintz Architecture Planning tel: (609) 883-8383 100 Barrack Street Trenton, NJ 08608 fax: (609) 883-4044 www.clarkecatonhintz.com 870 SOUTH BROAD STREET TRENTON, NJ 08611 SITE SITE MARCH 20, 2020 100% CONSTRUCTION DOCUMENTS

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Page 1: Clarke Caton Hintzjhwilliamsinc.com/wp-content/uploads/2020/06/Trenton-SC-Plans.pdf · col conc cmu cpt ct df contr cu.ft. const concrete column degree bm bd b.m. bldg blkg clg brg

SOUTH BROAD STREET SENIOR CENTER IMPROVEMENTS

CCH PROJECT NUMBER: 2070

SITE PLANN.T.S

Drawings Copyright © 2020 Clarke Caton Hintz, PC

Historic PreservationLandscape Architecture

Clarke Caton HintzArchitecturePlanning

tel: (609) 883-8383

100 Barrack StreetTrenton, NJ 08608

fax: (609) 883-4044www.clarkecatonhintz.com

870 SOUTH BROAD STREETTRENTON, NJ 08611

SITE

SITE

MARCH 20, 2020100% CONSTRUCTION DOCUMENTS

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Page 2: Clarke Caton Hintzjhwilliamsinc.com/wp-content/uploads/2020/06/Trenton-SC-Plans.pdf · col conc cmu cpt ct df contr cu.ft. const concrete column degree bm bd b.m. bldg blkg clg brg

A20 ABBREVIATIONS INDEX A16 SYMBOLS INDEX

P5 DRAWING INDEX

G-001

GENERALINFORMATION

E10 GENERAL NOTES

LENGTHLGTH

AT@

BENCH MARK

CONTROL JOINT

CONCRETE MASONRY UNIT

CUBIC FEETCERAMIC TILECARPET(ED)CONTRACTOR

DRINKING FOUNTAIN

CONSTRUCTION

CLEARCLR

COLCONC

CMU

CPTCT

DF

CONTR

CU.FT.

CONSTCONCRETECOLUMN

DEGREE

BM

BD

B.M.

BLDGBLKG

CLG

BRG

CEM

CLKG

BOT

BEAMBLOCKINGBUILDINGBOARD

CHANNEL

CAULKING

BEARING

CEILING

CEMENT

BOTTOM

NO, #

OPNG

O.C.

PLYWDPNL

REINF

QT

RAD

PLUMB

MECHMFR

LLMAT'L

MIN

MISCM.O.

NIC

MTL

MH

LIN. FT., L.F.

NUMBER

OPENINGPER

ON CENTER

PLYWOODPANEL

RISER

RADIUSREINFORCING

QUARRY TILE

PLUMBING

MASONRY OPENINGMISCELLANEOUS

NOT-IN-CONTRACT

MANUFACTUREMECHANICAL

LEVEL LINELINEAR FEET

MATERIAL

MINIMUM

NORTH

METAL

MANHOLE

AIR CONDITIONINGACOUSTICAL TILE

APPROXIMATE

ACCESS PANEL

ACT

AMP

A/CALUM

AP

APPROXARCH

ANODAMPEREALUMINUM

ARCHITECT

ANGLEANODIZED

INV

JST

LB, #LAVKIP THOUSAND POUNDS

INVERT

JOIST

LAVATORYPOUND

JOINT

SHEATHINGSHTHG

VINYL COMPOSITION TILE

STAINLESS STEEL/ STEEL

YARDYD

TR

VENTVCT

TYP

W/

WVIF

WC

WWF

WD

VERT

SQ.FT.STD

SPECSNT

TEMP

T

TOS

TBB

SUSP(D)

ST. STL.STL

TO REMAIN

VENTILATE

VERIFY IN FIELD

WATER CLOSET

WELDED WIRE FABRIC

VERTICAL

TYPICAL

WITH

WEST

WOOD

STANDARD

SEALANT

TEMPERED

TOP OF SLAB

SUSPEND(ED)

SQUARE FEET

TILE BACKER BOARD

SPECIFICATIONS

TREAD

STEEL

R.O.

RMRND

RUB

SECTSHT

SCHED

ROUGH OPENING

SCHEDULESECTION

RUBBER

ROOMROUND

SHEET

SOUTH

ROOFINGRFG

UNO UNLESS NOTED OTHERWISE

CG CORNER GUARD

O.D. OVERFLOW DRAIN

R.D. ROOF DRAIN

DIAGRAMDIAG

REV REVEAL

ACOUSTIC PANEL CLGAPC

ELEVATIONELEV

FLOOR DRAIN

GAUGE

GYPSUM DRYWALL

HOURHORSEPOWERHORIZONTAL

HEIGHT

INSULATION

HANDICAPPED

GLASS, GLAZINGGLS

GR.H.B.

GPDW

HORIZHP

INSUL

HGT

HR

H.C.HOSE BIBBGRADE

INCH

EXT

EWC

F.D.

EXG., EXIST.EXP JT., E.J.

GAGALV

FLRFLASH

FND

GC

F.F.

EXTERIOREXPANSION JOINTEXISTINGELECTRIC WATER COOLER

FLOOR

GENERAL CONTRACTOR

FLASHING

GALVANIZED

FOUNDATION

FINISHED FLOOR

DIMENSION

EXTERIOR INSULATION FINISH SYSTEM

EAST

O, DIADIM

DSDN

DWG

EIFSELEC

DTLDOWNSPOUTDOWN

DIAMETER

ELECTRIC

DRAWINGDETAIL

FT, ' FOOT

INTERIORINT

EACHEA

IN, "

FR GPDW FIBER REINFORCED GYPSUM DRY WALL

HOLLOW METALHM

MOD CPT MODULAR CARPET TILES

NAT. CLEFT BLUENATURAL CLEFT BLUESTONE

PTD PAINTED

PORC TILE PORCELAIN TILE

STRUCTURESTR

VC VINYL COVE

THER. FIN. BLUETHERMAL FINISH BLUESTONE

WR GPDW WATER RESISTANT GYPSUM DRY WALL

P.T. PRESSURE TREATED

TBR TO BE REMOVEDTBRL TO BE RELOCATED

WDPNL WOOD PANEL SYSTEM

L

E

C

CJ

JT

N

/

S

R

VENEER CORE PLYWOOD (LARGE SCALE)

GYPSUM WALL BOARD

VENEER CORE PLYWOOD (SMALL SCALE)

PLASTIC LAMINATE

BLUE STONE / SLATE

SEALANT W/ BACKER ROD

WOOD (DRESSED)

WOOD (ROUGH) STUDS/BLOCKING

LIMESTONE

GRANITE

PLASTER ON METAL LATH

MARBLE

TERRAZZO

BRASS/BRONZE

ALUMINUM

POURED/CAST IN PLACE CONCRETE

POROUS FILL/GRAVEL

CONCRETE MASONRY UNIT

STEEL

GLAZED BRICK

PRECAST CONCRETE

EARTH/COMPACTED FILL

SPRINKLER HEAD

PROJECT LIMIT LINE

PROPERTY LINES

SLIDING DOOR

POCKET DOOR

SWINGING DOOR

SWINGING DOOR

DOUBLE ACTING DOOR

(180 HOLD OPEN)

WINDOW TYPE OR GLAZING TYPE

ROOM NAMEROOM NUMBER

SIGNAGE TYPE

HEIGHT OF FINISHED CEILING ABOVEFINISHED FLOOR

ELEVATION DESIGNATION LEVEL (ON DETAILS)

ELEVATION STATION POINT (ON PLANS)

FLOOR DRAIN

ROOF DRAIN

AREA DRAIN

DOUBLE DOOR

REVISION

PARTITION TYPE NUMBER

MEMBRANE VAPOR BARRIER & ADHESIVE

ACOUSTICAL TILE

CERAMIC TILE

MEMBRANE MOISTURE BARRIER & ADHESIVE

INTERIOR ELEVATIONS, SAME SHEET NO. TAG

COLUMN LINE MARKER

NORTH ARROW

SECTION/ELEVATION TAG

DETAIL TAG

INSULATING GLASS UNIT

VINYL COMPOSITION TILE

CARPET

BATT INSULATION

GLASS (LARGE SCALE)

GLASS (SMALL SCALE)

RIGID INSULATION

WORKPOINT

HALFTONE HIDDEN LINES - ITEMS TO BEREMOVED

HIDDEN LINES - ITEMS HIDDEN OROVERHEAD

HEAVY DASHED - ITEMS TO BE REMOVED(DEMOLISHED)

CENTER LINES OF COLUMN GRIDS

EXISTING CONTOURS

NEW OR FINISHED CONTOURS

SPLITFACE CONCRETE MASONRY UNIT

GROUNDFACE CONCRETE MASONRY UNIT

ACCOUSTIC CONCRETE MASONRY UNIT

BRICK

LOUNGE

DOOR TAG (PLANS)

DOOR TAG (ELEVATIONS)

CORNER GUARDS

SURFACE MOUNT FIRE EXTINGUISHER

SEMI RECESSED FIRE EXTINGUISHER CABINET WITH FIRE EXTINGUISHER

1/101

FE

FE

INDICATES DIRECTION OF WD GRAIN

WORK POINT

ENTRY POINT

N

ROOM NAME AND NUMBER MARKER

ELEVATION MARKER

MATCHLINE

DETAIL MARKER

HANDICAPPED TURNING RADIUS

TREN

TON,

NEW

JER

SEY

SOUT

H BR

OAD

STR

EET

SENI

OR

CENT

ERIM

PRO

VEM

ENTS

Draw

ings

Cop

yrig

ht ©

C

lark

e Ca

ton

Hint

z, P

C20

20

A5 CODE ANALYSIS

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

···

·

···

··

M5 PROJECT ALTERNATE

·

·

A10 CONSTRUCTION SIGNAGE

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GENERAL NOTES: 1. CONSTRUCTION SIGNAGE FOR COMMUNITY DEVELOPMENT CONSTRUCTION SIGNAGE FOR COMMUNITY DEVELOPMENT BLOCK GRANT FUNDED PROJECTS 2. FINAL TEXT TO BE DETERMINED AT TIME OF CONSTRUCTION FINAL TEXT TO BE DETERMINED AT TIME OF CONSTRUCTION 3. GC SHALL PROVIDE PRESSURE TREATED FRAME AND SHALL GC SHALL PROVIDE PRESSURE TREATED FRAME AND SHALL ERECT SIGN IN LOCATION AS DIRECTED BY OWNER.
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CITY OF TRENTON DEPARTMENT OF HOUSING AND ECONOMIC DEVELOPMENT W. REED GUSCIORA, MAYOR "PROJECT NAME GOES HERE" "PROJECT COST GOES HERE" FUNDED BY: U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM (CDBG)
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"CONTRACTOR NAME GOES HERE"
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"ARCHITECT/ENGINEER NAME GOES HERE"
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HUD LOGO MUST BE INCLUDED ON SIGN
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DWG.NO.
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DRAWING TITLE
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CS
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COVER SHEET
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N.T.S.
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GENERAL
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G-001
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GENERAL INFORMATION
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N.T.S.
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SCALE
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3/20/20
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NTS
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SH
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MN
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ARCHITECTURALS
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A.D.
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R.D.
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F.D.
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1
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+9'-0"
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C-1
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DWG. NO.
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DTL NO.
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DWG. NO.
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DTL NO.
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DTL NO.
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DWG. NO.
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'X' DIMENSION TO WP00
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WORKPOINT #
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'Y' DIMENSION TO WP00
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228
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229
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DOOR NO.
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DOOR NO.
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ROOM NO.
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WP
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-
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-
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1A
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ROOM NAME
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#
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xx
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XXXX
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X'-X"
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ELEV.
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XX
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XXXX
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XXX
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A
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B
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XX
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A109
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3
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1
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4
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2
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YCOORD
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WP
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XCOORD
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GENERAL NOTES: 1. THESE DRAWINGS REPRESENT AN OVERALL DESIGN CONCEPT. THEY ARE PREPARED WITH THE INTENT TO DEMONSTRATE THESE DRAWINGS REPRESENT AN OVERALL DESIGN CONCEPT. THEY ARE PREPARED WITH THE INTENT TO DEMONSTRATE AN OVERALL DESIGN ARRANGEMENT OF THE VARIOUS COMPONENTS OF THE ENTIRE PROJECT. THE CONTRACTOR IS ASSUMED TO HAVING REVIEWED THESE DRAWINGS, AND HAVING SEEN THE SUBJECT PROPERTY, IS CAPABLE OF EXECUTING THE DETAIL WORK NECESSARY TO ACHIEVE THE INTENDED RESULTS IN A MANNER THAT IS CONSISTENT WITH THE QUALITY WORKMANSHIP IN THE REGION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE DRAWINGS, VISIT THE SITE, VERIFY THE EXISTING CONDITIONS, DIMENSIONS, CLEARANCES, Etc., SHOWN ON THE DRAWINGS PRIOR TO BIDDING. 2. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR A BUILDING PERMIT UNLESS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR A BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ARCHITECT. 3. REPRODUCTIONS OF CONTRACT DOCUMENTS ARE NOT ACCEPTABLE AS SHOP DRAWINGS AND MAY BE REJECTED. REPRODUCTIONS OF CONTRACT DOCUMENTS ARE NOT ACCEPTABLE AS SHOP DRAWINGS AND MAY BE REJECTED. 4. UNLESS OTHERWISE NOTED, GENERAL NOTES REFER TO ALL TYPICAL CONDITIONS THROUGHOUT THE BUILDING. UNLESS OTHERWISE NOTED, GENERAL NOTES REFER TO ALL TYPICAL CONDITIONS THROUGHOUT THE BUILDING. SPECIFIC CONDITIONS REQUIRING CLARIFICATION ARE MARKED DOWN ON PLAN(S). 5. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY OR DEVIATION BETWEEN DWGS. AND ANY FIELD VERIFIED NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY OR DEVIATION BETWEEN DWGS. AND ANY FIELD VERIFIED CONDITIONS PRIOR TO COMMENCING WORK. 6. THE OWNER AND CONTRACTOR SHALL HOLD THE ARCHITECT HARMLESS AGAINST ANY CLAIMS, DAMAGES, LOSSES AND THE OWNER AND CONTRACTOR SHALL HOLD THE ARCHITECT HARMLESS AGAINST ANY CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEY FEES ARISING OR RESULTING FROM THE PERFORMANCE OF THE WORK BY THE CONTRACTOR. 7. THE ARCHITECT IS NOT RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM PLANS UNLESS APPROVED IN WRITING BY THE ARCHITECT IS NOT RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM PLANS UNLESS APPROVED IN WRITING BY THE ARCHITECT. 8. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS MUST BE CONFIRMED IN THE FIELD. DIMENSIONS SHOWN ARE FOR DO NOT SCALE DRAWINGS. ALL MEASUREMENTS MUST BE CONFIRMED IN THE FIELD. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. 9. IF ANY DISCREPANCIES BETWEEN DWGS AND SPECIFICATIONS EXIST, THE MORE STRINGENT SHALL TAKE PRECEDENCE. IF ANY DISCREPANCIES BETWEEN DWGS AND SPECIFICATIONS EXIST, THE MORE STRINGENT SHALL TAKE PRECEDENCE. SIMILARLY BETWEEN ARCHITECTURAL PLANS AND VARIOUS ENGINEERING DISCIPLINES. 10. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF THE WORK. DO NOT SCALE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF THE WORK. DO NOT SCALE DRAWINGS. IF A DIMENSION IS UNCLEAR OR A DISCREPANCY IS FOUND, NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 11. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN A SIMILAR FASHION OR BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. MODIFICATIONS MAY BE REQUIRED BY THE CONTRACTOR TO ACCOMMODATE FOR MINOR VARIATIONS. 12. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK PRIOR TO BID. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK PRIOR TO BID. 13. SUBMIT STAGING PLANS AND CONSTRUCTION SCHEDULE FOR ARCHITECT'S AND OWNER'S REVIEW PRIOR TO SUBMIT STAGING PLANS AND CONSTRUCTION SCHEDULE FOR ARCHITECT'S AND OWNER'S REVIEW PRIOR TO COMMENCING WORK. 14. ALL CONTRACTORS SHALL MAINTAIN CONTRACTORS LIABILITY, PROPERTY DAMAGE AND WORKMAN'S COMPENSATION ALL CONTRACTORS SHALL MAINTAIN CONTRACTORS LIABILITY, PROPERTY DAMAGE AND WORKMAN'S COMPENSATION INSURANCE. 15. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE CODES. THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. 16. UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED. CONTRACTOR TO PROVIDE OWNER/ARCHITECT WITH COPIES OF ALL UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED. CONTRACTOR TO PROVIDE OWNER/ARCHITECT WITH COPIES OF ALL MINUTES/SIGN-IN SHEETS FOR "TOOL BOX" TALKS ON A MONTHLY BASIS. SUBMISSION IS A CONDITION OF RELEASE OF PAYMENT. 17. ALL WALLS SHALL BE BRACED DURING CONSTRUCTION UNTIL PERMANENTLY RESTRAINED. ALL WALLS SHALL BE BRACED DURING CONSTRUCTION UNTIL PERMANENTLY RESTRAINED. 18. INSTALL TEMPORARY SHORING & BRACING AND MAKE SAFE ALL WALLS, CEILINGS, AND DOORS AS REQUIRED. INSTALL TEMPORARY SHORING & BRACING AND MAKE SAFE ALL WALLS, CEILINGS, AND DOORS AS REQUIRED. 19. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK. 20. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES. 21. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR TO ORDERING, FABRICATING OR GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR TO ORDERING, FABRICATING OR CONSTRUCTING ANY PART OF THE BUILDING. NOTIFY ARCHITECT IMMEDIATELY WITH ANY AND ALL DISCREPANCIES. 22. REFER TO ELECTRICAL DRAWINGS, AND REFLECTED CEILING PLANS FOR TYPES AND LOCATIONS OF LIGHT FIXTURES, REFER TO ELECTRICAL DRAWINGS, AND REFLECTED CEILING PLANS FOR TYPES AND LOCATIONS OF LIGHT FIXTURES, TYP. CONTRACTOR TO COORDINATE WITH MEP DRAWINGS. 23. SEE M/E/P DWGS FOR ALL FLOOR, ROOF, CEILING, AND WALL OPENINGS. GENERAL CONTRACTOR TO COORDINATE SEE M/E/P DWGS FOR ALL FLOOR, ROOF, CEILING, AND WALL OPENINGS. GENERAL CONTRACTOR TO COORDINATE LOCATION OF OPENINGS IN FIELD WITH ARCHITECT. 24. NON-COMBUSTIBLE PIPES, VENTS, AND FLUES SHALL BE FIRESTOPPED, WHEN THEY PASS THRU THE FLOOR/CEILING NON-COMBUSTIBLE PIPES, VENTS, AND FLUES SHALL BE FIRESTOPPED, WHEN THEY PASS THRU THE FLOOR/CEILING ASSEMBLY OR THRU RATED WALLS. 25. PROVIDE DUST CONTROL AS REQUIRED. SEE SPECIFICATION FOR MORE INFORMATION, TYP. PROVIDE DUST CONTROL AS REQUIRED. SEE SPECIFICATION FOR MORE INFORMATION, TYP. 26. NOTIFY OWNER/ARCHITECT 72 HOURS MINIMUM IN ADVANCE OF ANY UTILITY SHUT-OFFS. NOTIFY OWNER/ARCHITECT 72 HOURS MINIMUM IN ADVANCE OF ANY UTILITY SHUT-OFFS. 27. GENERAL CONTRACTOR TO COORDINATE WITH OTHER CONTRACTS ON SITE HIRED UNDER SEPARATE CONTRACT. GENERAL CONTRACTOR TO COORDINATE WITH OTHER CONTRACTS ON SITE HIRED UNDER SEPARATE CONTRACT. 28. UNLESS NOTED OTHERWISE, ALL NEW ITEMS SHALL BE FURNISHED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL NEW ITEMS SHALL BE FURNISHED BY THE GENERAL CONTRACTOR. 29. THE GENERAL CONTRACTOR SHALL PROVIDE CHASES AND RECESSES AS SHOWN, AND AS REQUIRED, TO CONCEAL THE THE GENERAL CONTRACTOR SHALL PROVIDE CHASES AND RECESSES AS SHOWN, AND AS REQUIRED, TO CONCEAL THE WORK OF OTHER TRADES. 30. REFER TO THE FIRE RESISTANCE DIRECTORY (LATEST EDITION) BY UNDERWRITERS LABORATORIES FOR CHARACTERISTICS REFER TO THE FIRE RESISTANCE DIRECTORY (LATEST EDITION) BY UNDERWRITERS LABORATORIES FOR CHARACTERISTICS OF ALL SPECIFIED FIRE RATED ASSEMBLIES. 31. GENERAL CONTRACTOR TO COORDINATE THE LOCATION OF ALL OUTLETS AND RECEPTACLES WITH CASEWORK AND GENERAL CONTRACTOR TO COORDINATE THE LOCATION OF ALL OUTLETS AND RECEPTACLES WITH CASEWORK AND LOOSE FURNITURE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CONTACT ARCHITECT WITH ANY CONFLICTING LOCATIONS. 32. CONTRACTOR SHALL VERIFY ALL REQUIRED ROUGH OPENINGS WITH MANUFACTURERS PRIOR TO START OF ANY CONTRACTOR SHALL VERIFY ALL REQUIRED ROUGH OPENINGS WITH MANUFACTURERS PRIOR TO START OF ANY CONSTRUCTION AND COORDINATE ANY DISCREPANCIES ON THE PLANS WITH THE RESPECTIVE TRADES. 33. ALL WALL PENETRATIONS SHALL BE PATCHED, SEALED, AND FIRE STOPPED AS REQUIRED BY THE RESPECTIVE TRADES. ALL WALL PENETRATIONS SHALL BE PATCHED, SEALED, AND FIRE STOPPED AS REQUIRED BY THE RESPECTIVE TRADES. 34. REFER TO M.E.P DRAWINGS FOR LOCATIONS OF M.E.P. EQUIPMENT. REFER TO M.E.P DRAWINGS FOR LOCATIONS OF M.E.P. EQUIPMENT. 35. GENERAL CONTRACTOR MUST COORDINATE LOCATION OF PIPING / ELECTRICAL WITH PLUMBING AND/OR ELECTRICAL GENERAL CONTRACTOR MUST COORDINATE LOCATION OF PIPING / ELECTRICAL WITH PLUMBING AND/OR ELECTRICAL DEVICES, OUTLETS, THERMOSTATS, ETC. RELOCATE ELECTRICAL DEVICES TO CHASE WALL WHERE OVERLAP OCCURS. 36. INSTALL ALL FIXTURES, MATERIALS, AND FINISHES IN STRICT COMPLIANCE WITH MANUFACTURER'S TECHNICAL INSTALL ALL FIXTURES, MATERIALS, AND FINISHES IN STRICT COMPLIANCE WITH MANUFACTURER'S TECHNICAL SPECIFICATIONS, TYP. 37. CONTRACTOR RESPONSIBLE FOR ALL UTILITY HOOK-UPS. CONTRACTOR RESPONSIBLE FOR ALL UTILITY HOOK-UPS. 38. ALL DIMENSIONS TAKEN FROM FACE OF FINISH UNLESS NOTED OTHERWISE. ALL DIMENSIONS TAKEN FROM FACE OF FINISH UNLESS NOTED OTHERWISE. 39. FIRESTOP AS REQUIRED ALL PENETRATIONS THRU FIRE RATED WALLS. FIRESTOP AS REQUIRED ALL PENETRATIONS THRU FIRE RATED WALLS. 40. SEE FLOOR PLANS FOR WINDOW AND DOOR DESIGNATIONS. SEE FLOOR PLANS FOR WINDOW AND DOOR DESIGNATIONS. 41. INSTALL EXPOSED ELECTRIC, MECHANICAL AND PLUMBING SYSTEMS, MATERIALS AND EQUIPMENT LEVEL AND PLUMB, INSTALL EXPOSED ELECTRIC, MECHANICAL AND PLUMBING SYSTEMS, MATERIALS AND EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER SYSTEMS AND COMPONENTS WHERE INSTALLED IN EXPOSED UNFINISHED SPACES. DIAGONAL RUNS ARE PROHIBITED.
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D-101
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DEMOLITION ROOF PLANS
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AS NOTED
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A-701
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ROOFING DETAILS
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AS NOTED
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-
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A-101
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NEW WORK ROOF PLANS
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AS NOTED
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A
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COT DEPT OF HOUSING 319 E State Street #3 Trenton, NJ 08608 (609) 989-3518
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OWNER:
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SUBMISSIONS
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NO.
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DATE
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DESCRIPTION
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DATE:
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SCALE:
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DRAWN BY:
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CHECKED BY:
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SHEET TITLE:
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DRAWING NO.:
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CCH PROJECT NO:
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2070
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REVISIONS
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B
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CODE INFORMATION APPLICABLE CODES THE CODE ANALYSIS OF THIS PROJECT HAS BEEN BASED ON THE FOLLOWING CODES. UNIFORM CONSTRUCTION CODE, STATE OF NEW JERSEY REHABILITATION SUBCODE- NJAC 5: 23-6 BARRIER FREE SUBCODE- NJAC 5: 23-7 ANSI A117.1-2009 INTERNATIONAL BUILDING CODE- NEW JERSEY EDITION, 2018 NATIONAL ELECTRICAL CODE (NFPA 70) 2017 NATIONAL STANDARD PLUMBING CODE, 2018 ASHRAE 90.1, 2016 INTERNATIONAL MECHANICAL CODE, 2018 INTERNATIONAL FUEL GAS CODE, 2018 PROJECT SCOPE: EXTERIOR WORK FOR THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO, THE RESTORATION OF EXISTING ROOFING SURFACES, NEW EDGE METAL AND SOFFIT REPAIR. CODE ANALYSIS: A. USE AND OCCUPANCY CLASSIFICATION: USE GROUP 'A3' USE AND OCCUPANCY CLASSIFICATION: USE GROUP 'A3' THERE WILL BE NO CHANGE TO THE BUILDING'S USE OR OCCUPANCY DUE TO THE PROPOSED WORK. B. CONSTRUCTION CLASSIFICATION: TYPE 'III-B' CONSTRUCTION CLASSIFICATION: TYPE 'III-B' THERE WILL BE NO CHANGE TO THE BUILDING'S CONSTRUCTION CLASSIFICATION DUE TO THE PROPOSED WORK. C. CATEGORY OF WORK PER THE REHABILITATION SUBCODE- NJAC 5:23-6 CATEGORY OF WORK PER THE REHABILITATION SUBCODE- NJAC 5:23-6 THE WORK PROPOSED FOR THIS PROJECT IS CLASSIFIED AS A RENOVATION - THE REPLACEMENT OF ROOFING SYSTEM IS CONSIDERED RENOVATIONS: - PER BULLETIN 98-1, "RENOVATION MEANS THE REMOVAL AND REPLACEMENT OR COVERING OF EXISTING INTERIOR OR EXTERIOR FINISH, TRIM, DOORS, WINDOWS OR OTHER MATERIALS WITH NEW MATERIALS THAT SERVE THE SAME PURPOSE AND DO NOT CHANGE THE CONFIGURATION OF THE SPACE. RENOVATIONS SHALL INCLUDE THE REPLACEMENT OF EQUIPMENT OR FIXTURES. - PER THE REHAB SUBCODE MATRIX SUMMARIZING CATEGORIES OF WORK AND APPLICABLE REQUIREMENTS PROVIDED IN BULLETIN 98-1, RENOVATION WORK IS REQUIRED TO COMPLY WITH THE LISTS OF REQUIRED AND PROHIBITED MATERIALS AND METHODS AS PER SECTION 5:23-6.5. - WHEN THE WORK BEING PERFORMED CREATES OR EXPOSES THE ROOF DECKING/SHEATHING OR THE FRAMING OF ANY WALL, FLOOR, CEILING, OR ROOF ASSEMBLY THAT IS PART OF THE BUILDING THERMAL ENVELOPE (ENCLOSES CONDITIONED SPACE), ANY ACCESSIBLE VOIDS IN INSULATION SHALL BE FILLED USING INSULATION MEETING THE R-VALUES OF...OR OF TABLE 5.5-4 OR 5.5-5 OF THE COMMERCIAL ENERGY CODE, AS APPLICABLE D. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS. THERE WILL BE NO WORK PERFORMED THAT WILL IMPACT THE EXISTING FIRE RATED BUILDING ELEMENTS. E. INTERIOR WALL AND CEILING REQUIREMENTS-BY OCCUPANCY INTERIOR WALL AND CEILING REQUIREMENTS-BY OCCUPANCY WORK TO BE PERFORMED ABOVE EXISTING CEILINGS INCLUDES THE INSTALLATION OF NEW ROOF DRAINS CONNECTING TO INTERNAL DRAIN PIPES. ANY INTERIOR FINISHES DISTURBED BY THIS WORK ARE TO BE REINSTALLED WHEN WORK IS COMPLETE. F. OCCUPANT LOAD. OCCUPANT LOAD. EXISTING TO REMAIN. G. MEANS OF EGRESS. MEANS OF EGRESS. THERE WILL BE NO CHANGE TO THE EXISTING MEANS OF EGRESS. H. PLUMBING FIXTURE COUNTS. PLUMBING FIXTURE COUNTS. THERE WILL BE NO CHANGE IN NUMBER OR CONFIGURATION OF PLUMBING FIXTURES AS PART OF THIS PROJECT. I. SECTION 1505 - ROOF ASSEMBLY CLASS SECTION 1505 - ROOF ASSEMBLY CLASS THE MIN. REQUIRED ROOF ASSEMBLY CLASS SHALL BE CLASS B J. SECTION 1508 ROOF INSULATION SECTION 1508 ROOF INSULATION THE USE OF ABOVE DECK THERMAL INSULATION SHALL BE PERMITTED PROVIDE SUCH ASSEMBLY IS COVERED WITH AN APPROVED COVERING AND PASSES NFPA-276 OR UL-1256 WHEN TESTED AS AN ASSEMBLY INSULATION SHALL COMPLY WITH ASTM: C1289 Type II K. SECTION 1511 RE-ROOFING SECTION 1511 RE-ROOFING ROOF REPLACEMENT OF EXISTING LOW SLOPE ROOF COVERINGS SHALL NOT BE REQUIRED TO MEET THE MINIMUM DESIGN SLOPE REQUIREMENT OF 1/4:12 AS NOTED IN SECTION 1507 PROPOSED ROOF SLOPE IS :12 WITH ROOF CRICKETS AT :12 18:12 WITH ROOF CRICKETS AT :12 14:12 REPLACING AND EXISTING ROOF COVERING SHALL NOT BE REQUIRED TO MEET THE REQUIREMENT FOR SECONDARY DRAINS OR SUPPER AS NOTED IN SECTION 1503.4 FOR ROOFS THAT PROVIDE POSITIVE DRAINAGE. EXISITNG SECONDARY DRAINS OR SCUPPERS SHALL NOT BE REMOVED UNLESS REPLACED WITH NEW DRAINS/SCUPPERS DESIGNED AND INSTALLED IN ACCORDANCE WITH 1503.4 DRAINS AND OVERFLOW SCUPPERS ARE TO BE REPLACED IN KIND IN EXISTING LOCATION L. SECTION 1604.5 1607 RISK CATEGORY AND DESIGN WIND SPEED SECTION 1604.5 1607 RISK CATEGORY AND DESIGN WIND SPEED RISK CATEGORY 3 DESIGN WIND SPEED: 120 MPH
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ADD ALTERNATE # 'A1' BASE: EXISTING MASONRY CONDITIONS LOCATED AT THE INSIDE FACES OF THE HIGH ROOF PARAPETS TO REMAIN. ADD ALTERNATE: REPAIR AND REPOINT EXISTING MASONRY LOCATED AT THE INSIDE FACES OF THE HIGH ROOF PARAPETS, SEE A-101 FOR MORE INFORMATION
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D-101

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A13 LOW ROOF DEMOLITION PLAN A6 HIGH ROOF DEMOLITION PLAN

M6 GENERAL ROOF DEMOLITION NOTES

K6 GENERAL DEMOLITION NOTES

P9 DEMOLITION KEYNOTES

K9 ROOF LEGEND

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EXISTING ASPHALT SHINGLE ROOF TO REMAIN
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LINE OF EXISTING MEMBRANE
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GENERAL DEMOLITION NOTES: UNLESS OTHERWISE NOTED, GENERAL NOTES REFER TO ALL TYPICAL CONDITIONS THROUGHOUT THE BUILDING. SPECIFIC CONDITIONS REQUIRING CLARIFICATIONS ARE MARKED ON PLANS.
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1. PROTECT ALL EXISTING CONDITIONS WHICH ARE NOT TO BE DEMOLISHED. PROTECT ALL EXISTING CONDITIONS WHICH ARE NOT TO BE DEMOLISHED. 2. MARK LOCATION OF ALL UTILITIES TO REMAIN PRIOR TO DEMOLITION. MARK LOCATION OF ALL UTILITIES TO REMAIN PRIOR TO DEMOLITION. 3. NOTIFY ARCHITECT/ OWNER PRIOR TO START OF DEMOLITION WORK. NOTIFY ARCHITECT/ OWNER PRIOR TO START OF DEMOLITION WORK. 4. CEASE OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS IN DANGER. NOTIFY ARCHITECT/ CEASE OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS IN DANGER. NOTIFY ARCHITECT/ OWNER IMMEDIATELY. DO NOT RESUME OPERATION UNTIL DIRECTED. 5. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK. 6. DISCONNECT, CAP AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS. DISCONNECT, CAP AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS. 7. REMOVE ALL DEMOLISHED MATERIAL FROM SITE AND LEGALLY DISPOSE. REMOVE ALL DEMOLISHED MATERIAL FROM SITE AND LEGALLY DISPOSE. 8. UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED. UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED. 9. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES. 10. SUBMIT STAGING PLANS AND DEMOLITION SCHEDULE FOR REVIEW PRIOR TO COMMENCING SUBMIT STAGING PLANS AND DEMOLITION SCHEDULE FOR REVIEW PRIOR TO COMMENCING WORK. 11. ITEMS SHOWN TO BE DEMOLISHED ON PLAN AND ELEVATIONS FOR REFERENCE ONLY. ITEMS SHOWN TO BE DEMOLISHED ON PLAN AND ELEVATIONS FOR REFERENCE ONLY. CONTRACTOR MUST INSPECT THE SITE AND COMPLETELY FAMILIARIZE HIM/ HERSELF WITH THE ITEMS TO BE REMOVED. QUESTIONS ABOUT ITEMS TO BE REMOVED OR TO REMAIN MUST BE GIVEN TO THE ARCHITECT IN WRITING PRIOR TO PROVIDING BIDS. 12. CONTRACTOR TO PATCH/REPAIR ALL EXISTING PLASTER AS REQUIRED BY DEMO/NEW CONTRACTOR TO PATCH/REPAIR ALL EXISTING PLASTER AS REQUIRED BY DEMO/NEW WORK. SEE PLASTER REPAIR NOTES.
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PREPARE ROOF SURFACE AND FLASHINGS FOR NEW RESTORATION COATING IN ACCORDANCE WITH SPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS. REMOVE AND CLEAN EXISTING THROUGH WALL SCUPPER IN ACCORDANCE WITH SPECIFICATIONS. DEMOLISH EXISTING DAMAGED SOFFIT AND FASCIA FINISH BOARDS TO EXISTING EAVE STRUCTURE IN PREPARATION OF NEW. NOT USED. NOT USED. PREPARE EXISTING MEMBRANE ROOF COPING TO RECEIVE NEW METAL EDGE ROOF COPING SYSTEM. SEE SPECIFICATIONS AND MANUFACTURES INSTRUCTIONS.
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EXISTING VENT PIPE TO REMAIN EXISTING ROOF DRAIN TO REMAIN EXISTING SCUPPER BOX TO REMAIN EXISTING EXHAUST FAN TO REMAIN EXISTING HVAC EQUIPMENT TO REMAIN DIRECTION OF EXISTING ROOF SLOPE LINE OF EXISTING ROOF CRICKET
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COT DEPT OF HOUSING 319 E State Street #3 Trenton, NJ 08608 (609) 989-3518
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OWNER:
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SUBMISSIONS
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DESCRIPTION
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DRAWN BY:
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REVISIONS
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SCALE: 1/16" = 1'-0"
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GENERAL ROOF DEMOLITION NOTES: UNLESS OTHERWISE NOTED, GENERAL NOTES REFER TO ALL TYPICAL CONDITIONS THROUGHOUT THE BUILDING, SPECIFIC CONDITIONS REQUIRING CLARIFICATIONS ARE MARKED ON PLANS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL DISCONNECTIONS AND RE-CONNECTIONS REQUIRED FOR THE INSTALLATION OF ALL WORK REQUIRED BY THE DOCUMENTS. IF REQUIRED FOR REINSTALLATION, EXTEND OR REVISE EXISTING ELECTRICAL CIRCUITS, DUCTWORK, ETC. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY AND COORDINATE WITH THE OWNER TO DE-ENERGIZE ALL ELECTRICAL EQUIPMENT PRIOR TO DISCONNECTION AND REMOVAL OF ALL ELECTRICAL & MECH. EQUIPMENT PRIOR TO SAID DISCONNECTION & REMOVAL OF EQUIPMENT. COORDINATE WITH OWNER AND REMOVE ANY "DEAD" STACK CONDITIONS. INFILL EXISTING OPENINGS TO MATCH ADJACENT SURFACE. INSURE ALL EXISTING EQUIPMENT TO REMAIN IS RIGID. TIGHTEN ANY LOOSE EQUIPMENT. 2. ALL ROOF PENETRATIONS AND EQUIPMENT SHOWN ON DRAWING ARE EXISTING. ALL ROOF PENETRATIONS AND EQUIPMENT SHOWN ON DRAWING ARE EXISTING. CONTRACTOR SHALL VERIFY QUANTITY AND SIZES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM HIS DEMOLITION CAREFULLY THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM HIS DEMOLITION CAREFULLY CAUSING NO DAMAGE TO EXISTING MATERIALS. ANY EXISTING FINISHES OR CONSTRUCTION DAMAGED BY THE CONTRACTOR WILL BE HIS RESPONSIBILITY TO REPLACE TO THE SATISFACTION OF THE ARCHITECT AT NO ADDITIONAL COST TO OWNER. PRIOR TO THE COMMENCEMENT OF WORK, ARCHITECT & CONTRACTOR WILL INSPECT PROJECT AND NOTE EXISTING DAMAGES TO FINISHES OR CONSTRUCTION. 4. FOR PURPOSES OF THIS PROJECT, REMOVE SHALL MEAN REMOVE AND DISPOSE OF SAME FOR PURPOSES OF THIS PROJECT, REMOVE SHALL MEAN REMOVE AND DISPOSE OF SAME OFF SITE IN AN APPROVED AND LEGAL MANNER. 5. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, DIMENSION, CONDITION AND THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, DIMENSION, CONDITION AND QUANTITY OF ALL ROOFTOP EQUIPMENT AND APPURTENANCES AND OTHER PENETRATIONS AND WORK ASSOCIATED WITH THIS ROOF PROJECT. INCORPORATE SAME IN THE ROOF INSULATION SHOP DRAWING SUBMITTAL. ALL ROOFTOP EQUIPMENT AND APPURTENANCES TO BE REMOVED, RAISED AND REINSTALLED, AS REQUIRED TO ACCOMMODATE NEW RE-ROOFING CONDITIONS. 6. THE CONTRACTOR SHALL COORDINATE ALL DUMPSTER STAGING, TRASH CHUTES AND THE CONTRACTOR SHALL COORDINATE ALL DUMPSTER STAGING, TRASH CHUTES AND TRUCK ROUTES WITH THE OWNER. THE CONTRACTOR SHALL PROTECT ALL EXISTING PAVED AND PLANTED AREAS. THE CONTRACTOR SHALL REPLACE ANY PAVED OR PLANTED AREAS TO THE SATISFACTION OF THE OWNER. THE REPLACEMENTS ARE TO INCLUDE, BUT ARE NOT LIMITED TO, REPAVING OF ASPHALT DRIVEWAYS AND PARKING LOTS, REGRADING AND SEEDING OF LAWN AREAS AND REPLACING DAMAGED PLANTS, SHRUBS, ETC. ALL REPLACEMENTS AND RESTORATIONS SHALL BE DONE AT NO ADDITIONAL COST IN THE CONTRACT PRICE. 7. DO NOT SCALE THE DRAWINGS. ALL MEASUREMENTS MUST BE CONFIRMED IN FIELD. DO NOT SCALE THE DRAWINGS. ALL MEASUREMENTS MUST BE CONFIRMED IN FIELD. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. 8. ALL TAGGED DETAILS ARE TYPICAL FOR THE ITEM OR SYSTEM INDICATED. THE SCOPE OF ALL TAGGED DETAILS ARE TYPICAL FOR THE ITEM OR SYSTEM INDICATED. THE SCOPE OF WORK INDICATED AS PART OF THE TAG OR DETAIL MARK SHALL APPLY TO ALL OTHER SIMILAR SYMBOLS OR ITEMS. 9. THE TERM "TYP." FOLLOWING A NOTE, TAG OR DETAIL FLAG INDICATES THAT ALL LIKE, THE TERM "TYP." FOLLOWING A NOTE, TAG OR DETAIL FLAG INDICATES THAT ALL LIKE, SIMILAR OR INDICATED ITEMS SHALL BE PROVIDED WITH THE SPECIFIED DETAIL, NOTE OR SPECIFICATION. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY OF ALL PERSONS AT THE PROJECT SITE. 11. PROTECT EXISTING MATERIALS, DETAILS AND FIXTURES WHICH ARE NOT TO BE PROTECT EXISTING MATERIALS, DETAILS AND FIXTURES WHICH ARE NOT TO BE DEMOLISHED. 12. MARK LOCATION OF ALL UTILITIES TO REMAIN PRIOR TO DEMOLITION. MARK LOCATION OF ALL UTILITIES TO REMAIN PRIOR TO DEMOLITION. 13. NOTIFY ARCHITECT/ OWNER PRIOR TO START OF DEMOLITION WORK. NOTIFY ARCHITECT/ OWNER PRIOR TO START OF DEMOLITION WORK. 14. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK. 15. DISCONNECT, CAP AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS. DISCONNECT, CAP AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS. 16. UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED. UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED. 17. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES. 18. ITEMS SHOWN TO BE DEMOLISHED ON PLAN AND ELEVATIONS FOR REFERENCE ONLY. ITEMS SHOWN TO BE DEMOLISHED ON PLAN AND ELEVATIONS FOR REFERENCE ONLY. CONTRACTOR MUST INSPECT THE SITE AND COMPLETELY FAMILIARIZE HIM/ HERSELF WITH THE ITEMS TO BE REMOVED. QUESTIONS ABOUT ITEMS TO BE REMOVED OR TO REMAIN MUST BE GIVEN TO THE ARCHITECT IN WRITING PRIOR TO PROVIDING BIDS. 19. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY OR DEVIATION BETWEEN DRAWINGS NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY OR DEVIATION BETWEEN DRAWINGS AND ANY FIELD VERIFIED CONDITIONS PRIOR TO COMMENCING WORK. 20. CONTRACTOR TO SECURE FACILITY, HIS TOOLS, EQUIPMENT, DUMPSTER AND MATERIALS CONTRACTOR TO SECURE FACILITY, HIS TOOLS, EQUIPMENT, DUMPSTER AND MATERIALS AGAINST VANDALISM, THEFT AND PREVENT UNAUTHORIZED ACCESS BY PUBLIC. 21. CONTRACTOR TO PROTECT ALL WINDOWS, FINISHES ETC. TO REMAIN. CONTRACTOR TO PROTECT ALL WINDOWS, FINISHES ETC. TO REMAIN. 22. REFER TO ROOF RESTORATION SPEC AND MANUFACTURERS INSTRUCTIONS FOR SCOPE OF WORK RELATED TO NEW ROOF COATING.
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A-101

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A13 LOW ROOF PLAN A6 HIGH ROOF PLAN

P7 ROOFING KEYNOTES

K4 GENERAL ROOFING NOTESK7 ROOF LEGEND

P11 ADD ALTERNATE 'A1' - GENERAL REPOINTING NOTES

K11 ADD ALTERNATE 'A1' - GENERAL EXTERIOR MASONRY NOTES:

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ROOF HATCH
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EXISTING ASPHALT SHINGLE ROOF TO REMAIN
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LINE OF EXISTING MEMBRANE
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LINE OF EXISTING MEMBRANE
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EXISTING ASPHALT SHINGLE ROOF TO REMAIN
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EXISTING VENT PIPE TO REMAIN EXISTING ROOF DRAIN TO REMAIN EXISTING SCUPPER BOX TO REMAIN EXISTING EXHAUST FAN TO REMAIN EXISTING HVAC EQUIPMENT TO REMAIN DIRECTION OF EXISTING ROOF SLOPE LINE OF EXISTING ROOF CRICKET
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AS NOTED
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COT DEPT OF HOUSING 319 E State Street #3 Trenton, NJ 08608 (609) 989-3518
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OWNER:
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SUBMISSIONS
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DESCRIPTION
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DRAWN BY:
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CHECKED BY:
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SHEET TITLE:
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DRAWING NO.:
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CCH PROJECT NO:
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2070
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REVISIONS
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90% CONSTRUCTION DOCS
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OWNER REV. CONC. DOCS
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KEY NOTES PROVIDE NEW ROOF RESTORATION COATING SYSTEM AS PER MANUFACTURES SPECIFICATION. B.O.D. GARLAND, WHITE-KNIGHT PLUS COATING SYSTEM. SEE DETAIL E4/A-701 FOR MORE INFORMATION. INSTALL NEW ROOF SCUPPER AND DOWNSPOUT, SEE DETAIL E12/A-701 FOR MORE INFORMATION. INSTALL NEW ROOF DRAIN AND DOWNSPOUT ASSEMBLY. PREPARE, ADJUST AND PATCH ADJACENT ROOFING AS REQUIRED TO PROVIDE POSITIVE DRAINAGE. INSTALL NEW METAL ROOF EDGE COPING SYSTEM, B.O.D. GARLAND R MER METAL EDGE COPING. SEE DETAIL A12/A-701 FOR MORE INFORMATION. ADD ALTERNATE 'A1' - REPAIR AND REPOINT EXISTING MASONRY PARAPET WALLS. SEE GENERAL EXTERIOR MASONRY NOTES AND GENERAL REPOINTING NOTES ON THIS SHEET.
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GENERAL ROOF CONSTRUCTION NOTES: UNLESS OTHERWISE NOTED, GENERAL NOTES REFER TO ALL TYPICAL CONDITIONS THROUGHOUT THE BUILDING, SPECIFIC CONDITIONS REQUIRING CLARIFICATIONS ARE MARKED ON PLANS. A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL DISCONNECTIONS AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL DISCONNECTIONS AND RE-CONNECTIONS REQUIRED FOR THE INSTALLATION OR RE-INSTALLATION OF ALL WORK REQUIRED BY THE DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY AND COORDINATE WITH THE OWNER TO DE-ENERGIZE ALL ELECTRICAL EQUIPMENT PRIOR TO DISCONNECTION. B. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. C. THE ROOFING CONTRACTOR SHALL COORDINATE ALL DUMPSTER STAGING AND TRUCK ROUTES WITH THE OWNER. THE THE ROOFING CONTRACTOR SHALL COORDINATE ALL DUMPSTER STAGING AND TRUCK ROUTES WITH THE OWNER. THE CONTRACTOR SHALL PROTECT ALL EXISTING PAVED AND PLANTED AREAS. THE CONTRACTOR SHALL REPLACE ANY PAVED OR PLANTED AREAS TO THE SATISFACTION OF THE OWNER. THE REPLACEMENTS ARE TO INCLUDE, BUT ARE NOT LIMITED TO, REPAVING OF ASPHALT DRIVEWAYS AND PARKING LOTS, REGRADING AND SEEDING OF LAWN AND REPLACING DAMAGED PLANTS, SHRUBS, ETC. ALL REPLACEMENTS AND RESTORATIONS SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER. D. CONTRACTOR TO INSPECT EXISTING ROOF STRUCTURE AT PROJECTED CORNICES ALONG THE HIGH ROOF AND REPLACE CONTRACTOR TO INSPECT EXISTING ROOF STRUCTURE AT PROJECTED CORNICES ALONG THE HIGH ROOF AND REPLACE ALL DAMAGED, DETERIORATED OR ROTTED WOOD TO MATCH EXISTING. REPLACE ANY DAMAGED ROOF STRUCTURE TO MATCH EXISTING ON A UNIT PRICE BASIS. REMOVE EXISTING ROOF STRUCTURE AS REQUIRED BEFORE INSTALLING NEW. E. ALL TAGGED DETAILS ARE TYPICAL FOR THE ITEM OR SYSTEM INDICATED. THE SCOPE OF WORK INDICATED AS PART ALL TAGGED DETAILS ARE TYPICAL FOR THE ITEM OR SYSTEM INDICATED. THE SCOPE OF WORK INDICATED AS PART OF THE TAG OR DETAIL MARK SHALL APPLY TO ALL OTHER SIMILAR SYMBOLS OR ITEMS. F. THE TERM 'TYP' FOLLOWING A NOTE, TAG, OR DETAIL FLAG INDICATED THAT ALL LIKE, SIMILAR, OR INDICATED ITEMS THE TERM 'TYP' FOLLOWING A NOTE, TAG, OR DETAIL FLAG INDICATED THAT ALL LIKE, SIMILAR, OR INDICATED ITEMS SHALL BE PROVIDED WITH THE SPECIFIED DETAIL, NOTE, OR SPECIFICATION. G. IT IS ANTICIPATED THAT THERE ARE NO HAZARDOUS OR ASBESTOS CONTAINING ROOFING MATERIALS ON THE PROJECT. IT IS ANTICIPATED THAT THERE ARE NO HAZARDOUS OR ASBESTOS CONTAINING ROOFING MATERIALS ON THE PROJECT. IF THE CONTRACTOR UNCOVERS SUSPICIOUS OR SUSPECTED ASBESTOS CONTAINING OR OTHER HAZARDOUS MATERIALS THE CONTRACTOR IS INSTRUCTED TO CONTACT THE OWNER AND ARCHITECT IMMEDIATELY. H. PRIOR TO INSTALLING NEW ROOFING ON EXISTING DECK THE CONTRACTOR IS TO REMOVE ALL DEBRIS AND PROVIDE A PRIOR TO INSTALLING NEW ROOFING ON EXISTING DECK THE CONTRACTOR IS TO REMOVE ALL DEBRIS AND PROVIDE A CLEAN SUBSTRATE. I. DO NOT OVERLOAD EXISTING ROOF WITH STORED MATERIALS. DO NOT OVERLOAD EXISTING ROOF WITH STORED MATERIALS. J. ROOFING CONTRACTOR IS RESPONSIBLE TO MAINTAIN WATERTIGHT CONDITIONS AT ALL AREAS, AT ALL TIMES. ROOFING CONTRACTOR IS RESPONSIBLE TO MAINTAIN WATERTIGHT CONDITIONS AT ALL AREAS, AT ALL TIMES. . K. CONTRACTOR TO REMOVE, PROTECT AND REINSTALL ALL EXISTING ROOF MOUNTED EQUIPMENT. IF REQUIRED FOR CONTRACTOR TO REMOVE, PROTECT AND REINSTALL ALL EXISTING ROOF MOUNTED EQUIPMENT. IF REQUIRED FOR REINSTALLATION EXTEND OR REUSE ALL ELECTRICAL, MECHANICAL, PLUMBING AS NECESSARY. CONTRACTOR TO FOLLOW ALL NFPA, SMACNA AND CODE REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR FLASHING ALL ROOF TOP PENETRATIONS, UNITS, AND CURBS ON THE ROOFS TO A WATERTIGHT CONDITION TO BE INCLUDED IN THE MANUFACTURER'S WARRANTY. REVIEW ALL DRAWINGS INCLUDED IN THIS SET FOR ROOFTOP PENETRATIONS. L. THE BUILDING IS OCCUPIED AND WILL REMAIN OCCUPIED FOR THE DURATION OF THE PROJECT. THE CONTRACTOR IS THE BUILDING IS OCCUPIED AND WILL REMAIN OCCUPIED FOR THE DURATION OF THE PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY OF ALL PERSONS AT THE PROJECT SITE. M. WOOD BLOCKING SHOWN ON DRAWINGS IS DIAGRAMMATIC. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN WOOD BLOCKING SHOWN ON DRAWINGS IS DIAGRAMMATIC. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN THICKNESS AS REQUIRED. N. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL GOOD ROOFING PRACTICES INCLUDING THOSE SET FORTH BY THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL GOOD ROOFING PRACTICES INCLUDING THOSE SET FORTH BY THE ROOFING MATERIALS' MANUFACTURER, THE SMACNA SHEET METAL MANUAL, FACTORY MUTUAL, UNDERWRITERS LABORATORIES, AND THE NRCA'S ROOFING AND WATERPROOFING MANUAL.
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GENERAL REPOINTING NOTES A. RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE DONE BY HAND TO PREVENT BROKEN BRICKS. DO NOT USE ROTARY TOOLS OR MASONRY SAWS WITHOUT EXPLICIT PERMISSION BY ARCHITECT. B. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. C. APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME THUMBPRINT HARD PRIOR TO APPLYING THE NEXT LAYER. ALL JOINTS TO BE FILLED TO A UNIFORM DEPTH. D. AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH EACH OF THE FIRST TWO FILLING APPROXIMATELY 2/5 JOINT DEPTH. THE THIRD LAYER DEPTH TO BE THE REMAINING 1/5 DEPTH. E. WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE OF JOINT WITH A BRISTLE BRUSH. F. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. G. PROVIDE MATERIAL SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO REPOINTING GENERAL EXTERIOR MASONRY NOTES: 1. ALL DIMENSIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN ALL DIMENSIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN THE EVENT THERE ARE DISCREPANCIES IN THE DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE PRIOR TO THE COMMENCEMENT OF THE WORK. 2. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE RELATED TO HIS WORK AND SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES THAT MAY OCCUR AT NO EXPENSE TO OWNER. ALL EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXPOSURE OF BUILDING FABRIC AND INTERIOR TO THE WEATHER. 3. THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS REQUIRED. 4. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. ACTUAL LOCATIONS MAY VARY. 5. CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL IDENTIFY OTHER FLAWS, SIGNS OF DETERIORATION AND PROBLEMS AND REPORT THEM TO THE ARCHITECT, BUT SHALL NOT PROCEED WITH ANY WORK PERTAINING TO THE CONDITIONS IDENTIFIED WITHOUT PRIOR APPROVAL FROM THE OWNER AND ARCHITECT. 6. COMPLETELY REMOVE VISIBLE PLANTS, MOSS AND SHRUB GROWTH FROM STONE AND BRICK SURFACE. CAREFULLY COMPLETELY REMOVE VISIBLE PLANTS, MOSS AND SHRUB GROWTH FROM STONE AND BRICK SURFACE. CAREFULLY REMOVE PLANTS, CREEPERS, VEGETATION BY CUTTING AT ROOTS AND ALLOWING TO DRY AS LONG AS POSSIBLE BEFORE REMOVAL. REMOVE LOOSE SOIL OR DEBRIS FORM OPEN JOINTS. REPOINT. LOOSE SOIL OR DEBRIS FORM OPEN JOINTS. REPOINT. 7. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REPOINT W/ NEW POINTING MORTAR. COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING. REFER TO POINTING NOTES ON THIS SHEET. REPLACE CRACKED OR BROKEN BRICK UNITS.
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ADD ALTERNATE 'A1'
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A4 ROOF COATING - TYPICAL CURB DETAIL

E4 ROOF COATING - TYPICAL FULLY REINFORCED FIELD DETAIL

J4 ROOF COATING - TYPICAL ROOF DRAIN

N4 ROOF COATING - TYPICAL PIPE PENETRATION

A8 ROOF COATING - TYPICAL EMBEDDED EDGE METAL DETAIL

E8 ROOF COATING - TYPICAL THROUGH-WALL SCUPPER DETAIL

J8 ROOF COATING - TYPICAL WALL DETAIL

A12 METAL COPING AT EXISTING ROOF DETAIL

E12 SCUPPER AT EXISTING ROOF DETAIL

J12 ROOF CORNICE AND GUTTER DETAIL

N12 ROOF CORNICE AND GUTTER DETAIL - ENLARGED

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NEW METAL DRIP EDGE
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NEW WOOD FASCIA TO MATCH EXISTING PROFILE
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NEW WOOD SOFFIT TO MATCH EXISTING
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EXISTING WOOD FRAMING TO REMAIN UNLESS FOUND TO BE DETERIORATED, SEE ROOF NOTE 'G'
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SEALANT AS REQUIRED
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NEW ROOFING MEMBRANE TO MATCH EXISTING
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EXISTING WOOD SHEATHING TO REMAIN UNLESS FOUND TO BE DETERIORATED, SEE ROOF NOTE 'G'
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ADJUST EXISTING ROOFING MEMBRANE TO PROVIDE POSITIVE DRAINAGE
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EXISTING WOOD SHEATHING TO REMAIN UNLESS FOUND TO BE DETERIORATED, SEE ROOF NOTE 'G'
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PROVIDE RESTORATION ROOF COATING, SEE ROOF PLAN FOR SCOPE
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EXISTING ROOFING MEMBRANE TO REMAIN, SEE ROOF PLAN FOR TREATMENT NOTES
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EXISTING ROOF STRUCTURE TO REMAIN
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EXISTING ROOFING SYSTEM TO REMAIN
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EXISTING EXTERIOR WALL SYSTEM TO REMAIN
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(4) FASTENERS PER ANCHOR PLATE
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SLOPE PER SPECIFICATIONS
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ANCHOR PLATE @ 5'-0" o.c.
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6" CONCEALED SPLICE PLATE @ EACH JOINT
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COPING COVER x 10'-0" TYP.
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EXTERIOR
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INTERIOR
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NEW WOOD FASCIA TO MATCH EXISTING PROFILE
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NEW WOOD SOFFIT TO MATCH EXISTING PROFILE
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EXISTING EXTERIOR WALL SYSTEM TO REMAIN
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NEW WOOD FASCIAS TO MATCH EXISTING PROFILES
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NEW EMBEDDED METAL DRIP EDGE
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NEW ROOFING MEMBRANE
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EXISTING ROOF STRUCTURE TO REMAIN
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NEW LAP JOINT
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ADJUST EXISTING MEMBRANE TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAIN, SEE ROOF PLAN FOR TREATMENT NOTES
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EXISTING ASPHALT SHINGLE ROOF TO REMAIN
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EXISTING ROOF SHEATHING TO REMAIN UNLESS DAMAGED, SEE ROOFING NOTES
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NEW SHEET METAL CONDUCTOR HEAD AND DOWNSPOUT
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EXISTING WALL SYSTEM TO REMAIN
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SEALANT, TYP.
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NEW WOOD BLOCKING AS REQUIRED
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EXISTING ROOFING SYSTEM TO REMAIN
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SET METAL FLANGE IN ROOF CEMENT AND PRIME PRIOR TO STIPPING
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FELT PLIES AS REQUIRED
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MEMBRANE FLASHING PLY 9" MIN. ON FIELD
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BASE FLASHING PLY 6" MIN. ON FIELD
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EXISTING ROOF MEMBRANE FIELD, SEE ROOF PLAN FOR TREATMENT NOTES
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NEW METAL ROOF COPING, SEE DETAIL A12/A-701
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N12
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A-701
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NOTE: 1. REFER TO SPECIFICATION FOR MANUFACTURES REFER TO SPECIFICATION FOR MANUFACTURES INSTALLATION GUIDELINES.
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EXISTING SUBSTRATE
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EXISTING SUBSTRATE
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ROOFING TOP COAT, B.O.D. GARLAND WHITE-KNIGHT PLUS
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EXISTING ROOF MEMBRANE
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FABRIC REINFORCEMENT
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FABRIC REINFORCEMENT
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EXTEND BASE COAT, FABRIC, AND TOP COAT UP PIPE MINIMUM 8" ABOVE ROOF
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ROOFING TOP COAT, B.O.D. GARLAND WHITE-KNIGHT PLUS
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EXISTING ROOF MEMBRANE AND FLASHING
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FABRIC REINFORCEMENT
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ROOFING BASE COAT, B.O.D. GARLAND WHITE-KNIGHT PLUS BASE COAT
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EMBEDDED EDGE METAL
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EXISTING SUBSTRATE
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ROOFING TOP COAT, B.O.D. GARLAND WHITE-KNIGHT PLUS
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FABRIC REINFORCEMENT
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FABRIC REINFORCEMENT
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ROOFING BASE COAT, B.O.D. GARLAND WHITE-KNIGHT PLUS BASE COAT
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NOTE: 1. REFER TO SPECIFICATION FOR MANUFACTURES REFER TO SPECIFICATION FOR MANUFACTURES INSTALLATION GUIDELINES.
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ROOFING BASE COAT, B.O.D. GARLAND WHITE-KNIGHT PLUS BASE COAT
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ROOFING TOP COAT, B.O.D. GARLAND WHITE-KNIGHT PLUS
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FABRIC REINFORCEMENT
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FABRIC REINFORCEMENT
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AS NOTED
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COT DEPT OF HOUSING 319 E State Street #3 Trenton, NJ 08608 (609) 989-3518
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OWNER:
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SUBMISSIONS
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DESCRIPTION
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DATE:
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SCALE:
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DRAWN BY:
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CHECKED BY:
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SHEET TITLE:
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DRAWING NO.:
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CCH PROJECT NO:
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2070
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REVISIONS
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12/20/19
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90% CONSTRUCTION DOCS
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1/17/20
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100% CONSTRUCTION DOCS
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3
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3/20/20
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OWNER REV. CONC. DOCS
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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SCALE: 1" = 1'-0"
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NOT TO SCALE
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SCALE: 1" = 1'-0"
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SCALE: 3" = 1'-0"