155 West Street Roof - Bid - Drawings 2026.06.22.pdf

NY ENGINEERING FIRM CERTIFICATE #0021419

26 IBM Road Poughkeepsie, NY 12601

CPL | Architecture Engineering Planning

CPLteam.com

FOR REVIEW ONLY

NOT FOR PERMIT OR

CONSTRUCTION

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

6/

/2

4:

:4

PM

CITY OF NEWBURGH

ROOF REPLACEMENT AT 155 WEST STREET

155 WEST STREET

NEWBURGH, NY 12550

PR

O

JE

C

T F

ILE

S O N

AC

C

ISSUED FOR BID

TITLE SHEET

TJG JD

06/22/2026

ISSUED FOR BID

G000

CITY OF NEWBURGH

155 WEST STREET

NEWBURGH, NY 12550

ROOF REPLACEMENT AT 155

WEST STREET

R22.15264.01

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

VICINITY MAP 1"= +/- 1,000 FEET LOCATION MAP 1"= +/- 20 MILES

MAYOR

TORRANCE HARVEY

CITY COUNCIL

GISELLE MARTINEZ; WARD 1

RAMONA MONTEVERDE; WARD 2

TAMIKA E. STEWART; WARD 3

RONALD ZORILLA; WARD 4

ROBERT McLYMORE, SR.; AT-LARGE

OMARI SHAKUR; AT LARGE

INTERIM CITY MANAGER

JASON MORRIS

CITY CLERK

KATRINA COTTEN

PUBLIC WORKS SUPERINTENDENT

CHAD WADE

DRAWING LIST

GENERAL

G000 TITLE SHEET

ARCHITECTURAL

A001 GENERAL NOTES

A100 ROOF - EXISTING CONDITIONS/ DEMOLITION PLAN

A101 ROOF - REPLACEMENT PLAN

A102 ROOF - REPLACEMENT DETAILS

RD-1 RD-2

RD-4RD-3

V V V V

V V

V V P P

V

V

P

P P

RTU-1

RTU-2

RTU-3

RTU-11

RTU-12

RTU-7 RTU-8 RTU-9 RTU-10

RTU-5 RTU-6

RTU-4

ROOF

HATCH

+/- 59'-1"

9'

-3

1'-0" / 1'-0" 1'-0" / 1'-0"

1'-0" / 1'-0" 1'-0" / 1'-0"

SHADED AREA INDICATES ROOF SYSTEM

DEFICIENCY IDENTIFIED AS '1-E/T-03' IN

ROOF DIAGNOSTIC SURVEY PREPARED

BY 'TREMCO, INC.' DATED 6/14/22

SHADED AREA INDICATES ROOF SYSTEM

DEFICIENCY IDENTIFIED AS '1-B/T-02' IN

ROOF DIAGNOSTIC SURVEY PREPARED

BY 'TREMCO, INC.' DATED 6/14/22

SHADED AREA INDICATES ROOF SYSTEM

DEFICIENCY IDENTIFIED AS '1-A/T-01' IN

ROOF DIAGNOSTIC SURVEY PREPARED

BY 'TREMCO, INC.' DATED 6/14/22

SHADED AREA INDICATES ROOF SYSTEM

DEFICIENCY IDENTIFIED AS '1-D/P-01' IN

ROOF DIAGNOSTIC SURVEY PREPARED

BY 'TREMCO, INC.' DATED 6/14/22

NOTES

1. ROOF DIAGNOSTIC SURVEY PREPARED BY 'TREMCO, INC.' DATED 6/14/22

INCLUDED AS PART OF THIS BID DOCUMENT (AT/AROUND PAGES 166-168)

2. INFORMATION HEREON IS PROVIDED FOR REFERENCE ONLY.

3. THIS PLAN IS NOT INTENDED TO ILLUSTRATE CURRENT CONDITIONS. SEE

SELECTIVE DEMOLITION PLAN, SHEET A100.

GENERAL CONDITIONS

1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE NEWEST EDITIONS OF THE BUILDING CODE OF NEW

YORK STATE, LOCAL BUILDING CODES, ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK

STATE, THE NATIONAL ELECTRIC CODE, NATIONAL BOARD OF FIRE UNDERWRITERS CODE, AND TO THE

REQUIREMENTS OF THE COUNTY BOARD OF HEALTH.

2. ANYTHING NOT SPECIFICALLY SHOWN HEREON AND/OR IN THE SPECIFICATIONS, BUT IS REASONABLY IMPLIED, SHALL BE FURNISHED AS THOUGH SET FORTH IN THE PLANS AND/OR SPECIFICATIONS. ALL WRITTEN FIGURES, NOTES AND DIMENSIONS ON THE PLANS OR SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY

DRAWN FIGURE. DO NOT SCALE PRINTS. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR

TO THE START OF ANY CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO

THE START OF CONSTRUCTION.

3. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THEY HAVE THE

LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE.

4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED

PERMITS AND APPROVALS HAVE BEEN OBTAINED. ALL REQUIRED PERMITS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF

APPROVAL; AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.

6. ALL MATERIALS USED IN PROJECT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

SPECIFICATIONS AND/OR GUIDELINES.

7. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION. CONTRACTOR MUST NOTIFY THE ENGINEER IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID

TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES

SHOWN INCORRECTLY ON THESE PLANS PRIOR TO THE CONTRACTOR GIVING ENGINEER WRITTEN

NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN

AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.

8. CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY

CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST.

9. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN

ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE

JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.

10. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING

CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO

DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME

TO INCLUDE, BUT NOT LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE

CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING

CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND

MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION

OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR

BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE

WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES.

CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE

CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION.

11. THE ENGINEER HAS NOT BEEN RETAINED BY THE OWNER TO PROVIDE PERIODIC JOB INSPECTIONS OR JOB

ADMINISTRATION AND SHALL NOT BE RESPONSIBLE FOR OMISSIONS OR CHANGES MADE IN THE FIELD WITHOUT

PRIOR WRITTEN AUTHORIZATION.

CONTRACTOR NOTES

1. THE CONTRACTOR IS HEREBY NOTIFIED THAT SECTION 00 52 16 "STANDARD FORM OF AGREEMENT BETWEEN OWNER AND

CONTRACTOR ON THE BASIS OF A STIPULATED PRICE" AND ALL RELATED DOCUMENTS SHALL APPLY TO ALL WORK PERFORMED

UNDER THIS CONTRACT AND THESE CONSTRUCTION DOCUMENTS.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL ASSUME FULL AND TOTAL RESPONSIBILITY FOR THE

ACCURACY OF THE SAME.

3. IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS HE IS ACTING

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX HIS

SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIARIZED WITH THE PROPOSED WORK, HAVING EXAMINED THE SITE, LOCAL CONDITIONS EFFECTING THE COST OF THE WORK, THE CONTRACT DOCUMENTS, PLANS AND SPEC.'S. THE CONTRACTOR'S

PRICE SHALL INCLUDE ALL TOOLS, EQUIPMENT, LABOR, MATERIALS AND SUPERVISION NECESSARY TO PERFORM THE WORK TO THE

SATISFACTION OF THE OWNER.

LUMBER

1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR #2 OR BETTER, WITH A MINIMUM BENDING STRESS OF 1,250 PSI

AND A MODULUS OF ELASTICITY OF 1,3000,000. NON-BEARING STUD FRAMING SHALL BE S.P.F. #2 OR BETTER.

ENGINEERED LUMBER SHALL BE GLUE-LAM LVL AS MANUFACTURED BY 'TRUS JOIST CORP.' OR EQUAL.

GLUE-LAM BEAMS SHALL HAVE A MINIMUM BENDING STRESS OF 2,950 PSI.

2. LUMBER IN CONTACT WITH MASONRY, CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURED TREATED.

3. FRAMING SHALL BE ERECTED PLUMB, LEVEL, TRUE AND SECURELY FASTENED.

4. SHEATHING SHALL BE APA RATED, T&G CDX PLYWOOD.

5. EXTERIOR SHEATHING SHALL BE FASTENED TO FRAMING WITH MINIMUM 8d GALVANIZED COMMON NAILS @

4" O.C. ALONG ALL SHEATHING EDGES OR OPENINGS, AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS.

6. BRIDGING SHALL BE SOLID WOOD 2" THICK AND THE SAME DEPTH AS MEMBER BRIDGED. BRIDGING SHALL BE

PROVIDED AT MID-POINT OF SPANS OVER 8'-0" LONG.

7. CONCEALED SPACES WITHIN WALL, FLOOR, STAIRS, ATTIC OR CORNICE CONSTRUCTION AND AROUND

CHIMNEY, PIPE AND DUCT OPENINGS SHALL BE FIRESTOPPED TO PREVENT PASSAGE OF FLAMES, SMOKE, FUMES AND HOT GASES. FIRESTOP THE FULL DEPTH OF JOISTS AT ALL POINTS OF SUPPORT. FIRESTOPPING SHALL BE SOLID

WOOD BLOCKING OR NON-COMBUSTIBLE MATERIAL.

8. CONTRACTOR SHALL USE ALUMINUM OR GALVANIZED NAILS ON ALL EXTERIOR WORK.

THERMAL AND MOISTURE PROTECTION

1. ALL ROOFING AND SIDING MATERIALS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. ALL EXTERIOR JOINTS BETWEEN WINDOWS, DOORS AND OTHER SURFACES SHALL BE CAULKED WITH A WATERPROOF CAULKING.

CODE COMPLIANCE SUMMARY

BUILDING CODE(S)

- EXISTING BUILDING CODE OF NEW YORK STATE - 2025 (EBCNYS)

- BUILDING CODE OF NEW YORK STATE - 2025 (BCNYS) AS REFERENCED BY ABOVE

- ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE-2025 (ECCCNYS)

CLASSIFICATION OF WORK (EBCNYS): ALTERATION - LEVEL 1

USE AND OCCUPANCY CLASSIFICATION (BCNYS): GROUP B (BUSINESS GROUP)

CONSTRUCTION TYPE (BCNYS): TYPE V (602.5)

DESIGN LOADS: ROOF LIVE LOAD (SNOW): N/A (EXIST.)

ROOF DEAD LOAD: N/A (EXIST.)

WIND LOAD: 115 MPH

[ASCE 7-16; 3 SECOND GUST;

RISK CATEGORY II]

FIRE PROTECTION (BCNYS): NOT APPLICABLE

MEANS OF EGRESS (BCNYS): NOT APPLICABLE

ACCESSIBILITY (BCNYS): NOT APPLICABLE

STRUCTURAL (BCNYS): EXISTING TO REMAIN

ELECTRICAL (BCNYS): EXISTING TO REMAIN

MECHANICAL (BCNYS): EXISTING TO REMAIN

PLUMBING (BCNYS): EXISTING TO REMAIN

LEGEND

SECTION (LETTER) OR

DETAIL (NUMERAL)

DESIGNATION

SHEET NUMBER WHERE

SECTION OR DETAIL

IS LOCATED

BOUNDARY AREA OF

KEYED SECTION OR

DETAIL

SECTION (LETTER) OR

DETAIL (NUMERAL) DESIGNATION

SHEET NUMBER WHERE

SECTION OR DETAIL IS LOCATED

'CUT' LINE OF

SECTION OR DETAIL

INDICATES PARTIAL SECTION

OR DETAIL WHEN PRESENT

DIRECTION OF VIEW

OBJECTS IN VIEW (IMMEDIATE)

OBJECTS IN VIEW (BEYOND)

OBJECTS (HIDDEN)

C

A100

C

A100

A

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AWP ACOUSTICAL WALL PANEL

ADJ ADJACENT

A/C AIR CONDITIONING

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLT

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

AD AREA DRAIN

AGL ART GLASS

ACM ASBESTOS CONTAINING MATERIAL

@ AT

AUTO AUTOMATIC

B

BP BEARING PLATE

BM BENCH MARK

BITUM BITUMINOUS

BLK BLOCK

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BRK BRICK

BLDG BUILDING

BN BULLNOSE

C

CAB CABINET

CPT CARPET

CI CAST IRON

CB CATCH BASIN OR CHALK BOARD

CLG CEILING

CLG HT CEILING HEIGHT

CL CENTER LINE

CER CERAMIC

CHR CHAIR RAIL

CIRC CIRCUMFERENCE

CO CLEAN OUT

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CJT CONSTRUCTION JOINT

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

CG CORNER GUARD

CR CRASH RAIL

D

DP DAMP PROOFING

DEMO DEMOLISH

DEPT DEPARTMENT

DET,DTL DETAIL

DIA DIAMETER

DG DIGITAL GRAPHIC

DWC DIGITIAL WALL COVERING

DWP DIGITIAL WALL PANEL

DIM DIMENSION

DISP DISPENSER

DSP DISPOSAL

DO DITTO, REPEAT, SAME

DS DIVIDER STRIP

DR DOOR

DBL DOUBLE

DN DOWN

DS DOWNSPOUT

DT DRAIN TILE

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

E

EA EACH

EF EACH FACE

EW EACH WAY

E EAST

ELEC ELECTRICAL

ELEV ELEVATION

EL ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

EPT EPOXY PAINT

ERF EPOXY RESIN FLOOR

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

EXHST EXHAUST

EXIST EXISTING

ETR EXISTING TO REMAIN

EXP EXPANSION

EJ EXPANSION JOINT

INSUL INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

J

JAN JANITOR

JS JANITOR SINK

JT JOINT

K

KIT KITCHEN

L

LBL LABEL

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LYR LAYER

LDR LEADER

LH LEFT HAND

LIB LIBRARY

LT LIGHT

LW LIGHT WEIGHT

LVT LUXURY VINYL TILE

M

MACH MACHINE

MH MAN HOLE

MHC MAN HOLE COVER

MFR MANUFACTURE

MFRR MANUFACTURER

MAS MASONRY

MO MASONRY OPENING

MAT MATERIALS

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MTL METAL

M METER

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MTD MOUNTED

N

NAT NATURAL

NRC NOISE REDUCTION COEFFICIENT

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NY ENGINEERING FIRM CERTIFICATE #0021419

26 IBM Road

Poughkeepsie, NY 12601

CPL | Architecture Engineering Planning

CPLteam.com

FOR REVIEW ONLY

NOT FOR PERMIT O

R

CONSTRUCTIO

N

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY

THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

/2

/2

:0

:0

A M

As indicated

P R

O

JE

C T

FI

LE

S O

N A

C C

GENERAL NOTES

TJG JD

06/22/2026

ISSUED FOR BID

NWS

A001

CITY OF NEWBURGH

155 WEST STREET

NEWBURGH, NY 12550

ROOF REPLACEMENT AT 155

WEST STREET

R22.15264.01

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

PROJECT

NORTH

TRUE

NORTH

1/8" = 1'-0"A001

1 REFERENCE PLAN - ROOF DIAGNOSTIC SURVEY

SAN SANITARY

SCHED SCHEDULE

SCON SEALED CONCRETE

SEC SECOND

SECT SECTION

SIM SIMILAR

SSM SOLID SURFACE MATERIAL

STC SOUND TRANSMISSION

COEFFICIENT

SC SPECIALTY CEILING

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SN STAIR NOSE & RISER

STD STANDARD

STL STEEL

SV STONE VENEER

STOR STORAGE

SGFT STRUCTURAL GLAZED FACING TILE

ST STL STRUCTURAL STEEL

STRUCT STRUCTURE, STRUCTURAL

SUSP SUSPENDED

SAT SUSPENDED ACOUSTICAL TILE

T

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

THK THICKNESS

TB TILE BASE

TF TILE FLOOR

TPD TOILET PAPER DISPENSER

TOS TOP OF SLAB/STEEL

TOW TOP OF WALL

TR TRIM

TYP TYPICAL

U

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPH UPHOLSTERY

U URINAL

V

VEN VENEER

VIF VERIFY IN FIELD

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VET VINYL ENHANCED TILE

VQT VINYL QUARTZ TILE

VOL VOLUME

W

WOM WALK OFF MATT

WG WALL GUARD

WLT WALL TILE

WC WATER CLOSET

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

W WEST

WIND WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

WS WRITEABLE SURFACE

Y

YD YARD

NO, # NUMBER

O

OC ON CENTER

OPNG OPENING

OD OUTSIDE DIAMETER

OH OVERHEAD

P

PT PAINT(ED)

PR PAIR

PTR PAPER TOWEL RECEPTOR

PKG PARKING

PART BD PARTICLE BOARD

PART PARTITION

PTM PATCH TO MATCH

PVMT PAVEMENT

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PVC POLYVINYL CHLORIDE

PC CONC PRECAST CONCRETE

PRE FAB PREFABRICATED

PT PRESSURE TREATED

PL PROPERTY LINE

Q

QTY QUANTITY

QB QUARRY BASE

QT QUARRY TILE

QTZ QUARTZ

R

RAD RADIUS

RECP RECEPTACLE

RE: REFER TO

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCED(ING)

REQ'D REQUIRED

RB RESILIENT BASE

RS RESILIENT SHEET

RST RESILIENT STAIR TREAD

RT RESILIENT TILE

RP RESIN PANEL

REV REVISED

RH RIGHT HAND

R RISER

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

S

F

FAB FABRICATE

FT FEET

FRP FIBER REINFORCED PANEL

FIG FIGURE

FIN FINISH

FF FINISH FLOOR

FEC FIRE EXTINGUISHER CABINET

FH FIRE HOSE

FL,FLR FLOOR

FD FLOOR DRAIN

FTG FOOTING

FND FOUNDATION

FS FULL SIZE

FUT FUTURE

G

GALV GALVANIZED

G GAS

GA GAUGE

GEN GENERAL

GC GENERAL CONTRACTOR

GL GLASS, GLAZING

GB GRAB BAR

GR GRADE, GRADING

GSF GROSS SQUARE FOOT

GRT GROUT

GYP GYPSUM

GYP BD GYPSUM BD

GWB GYPSUM WALL BOARD

H

HDWR HARDWARE

HDWD HARDWOOD

HVAC HEATING, VENTILATING & AIR

CONDITIONING

HT, HGT HEIGHT

HEX HEXAGONAL

HPL HIGH PRESSURE PLASTIC

LAMINATE

HWY HIGHWAY

HM HOLLOW METAL

HORZ HORIZONTAL

HB HOSE BIBB

HW HOT WATER

HR HOUR

I

IN INCH

INCL INCLUDING

ID INSIDE DIAMETER

RD-1 RD-2

RD-4RD-3

V V V V

V V

V V

V

V

RTU-1

RTU-2

RTU-3

RTU-11

RTU-12

RTU-7 RTU-8

RTU-9 RTU-10

RTU-5 RTU-6

RTU-4

ROOF

HATCH

1'-0" / 1'-0" 1'-0" / 1'-0" 1'-0" / 1'-0" 1'-0" / 1'-0"

HOLD

2'-0" 71'-9 5/8"

HOLD

2'-0"

H O

LD

2' -0

'-7

/8

H O

LD

2'

-0

H O

LD

2'

-0

'-3

/8

H O

LD

2' -0

HOLD

2'-0" 40'-10 3/8"

HOLD

2'-0"

HOLD

2'-0" 26'-11 1/4"

HOLD

2'-0"

H O

LD

2' -0

'-1

1/ 2"

H O

LD

2' -0

DASHED LINE INDICATES FACE

OF EXTERIOR WALL BELOW EXISTING STORM GUTTERS TO REMAIN

SAW-CUT RIDGE AND PROVIDE 1" OPENING FOR NEW RIDGE VENT

EXISTING ASPHALT

SHINGLES TO REMAIN (TYP.)

D A

SH

ED

L

IN

E

IN

D

IC

A

TE

S

FA

C E

O F

EX

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R

IO

R W

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B

EL

O W

SA

W

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ID

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P R

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ID

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EN

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G

F O

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EW

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SH

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P

EX

IS

TI

N

G S

TO

R

M G

U

TT

ER

S

TO

R

EM

A

IN

DASHED LINE INDICATES FACE

OF EXTERIOR WALL BELOW

EXISTING STORM GUTTERS TO REMAIN

SAW-CUT RIDGE AND PROVIDE 1" OPENING FOR NEW RIDGE VENT

EXISTING ASPHALT

SHINGLES TO REMAIN (TYP.)

D A

SH

ED

L

IN

E

IN

D

IC

A

TE

S

FA

C E

O F

EX

TE

R

IO

R W

A

LL

B

EL

O W

SA

W

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ID

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P R

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ID

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1" O

P

EN

IN

G

F O

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EW

R

ID

G

E V

EN

T

EX

IS

TI

N

G A

SP

H

A

LT

SH

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G

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S

TO

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A

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TY

P

EX

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TI

N

G S

TO

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S

TO

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A

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D1

D1

D1

D1D1

D2

D3

D5

D5

D5

D6

D4

+/- 59'-1"

9'

-3

REMOVE EPDM MEMBRANE

AND RIGID INSULATION DOWN

TO PLYWOOD SUBSTRATE THIS

AREA (APPROX. 4,221 S.F.)

T1

T1

T1

T2

T2

P1

P1

P1

P P

P2

P2

P2

P

P

P

NOTES

1. ROOF DIAGNOSTIC SURVEY PREPARED BY 'TREMCO, INC.' DATED 6/14/22 INCLUDED AS PART OF THIS BID DOCUMENT (AT/AROUND PAGES 166-168). SEE ALSO SHEET A001.

2. REMOVE EXISTING EPDM ROOFING MEMBRANE IN ITS ENTIRETY. REMOVAL SHALL INCLUDE BUT MAY NOT BE LIMITED TO:

- REMOVAL OF EXISTING PAVERS SUPPORTING ROOF-TOP EQUIPMENT.

- REMOVAL OF EXISTING BOOT FLASHINGS AND PITCH POCKETS.

- REMOVAL OF EXISTING ROOF DRAIN STRAINERS AND MOUNTING FLANGES.

- REMOVAL OF BASE FLASHINGS AT INTERSECTION WITH SHINGLED MANSARD ROOF.

3. REMOVE EXISTING RIGID INSULATION UNDER FLAT ROOF IN ITS ENTIRETY.

4. EXISTING MEMBRANE INSTALLATION METHOD IS UNKNOWN.

5. ACQUISITION OF A REFRIGERANT RECOVERY TECHNICIAN IS REQUIRED TO COMPLETE WORK ON ROOF-TOP HVAC UNITS. SEE SPECIFICATION SECTION 024110 'SELECTIVE STRUCTURE

DEMOLITION'.

6. SELECTIVE DEMOLITION AND JOIST LOCATIONS OUTLINED ON THE PLAN ARE APPROXIMATE AND ARE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO THE START OF WORK.

7. ANY SHEATHING/ SUBSTRATE, JOISTS OR BATT INSULATION FOUND TO BE ROTTED OR DAMAGED SHALL BE REMOVED.

A100

A100

A100

A100

A100

P

P

DEMOLITION KEYED NOTES

D1 CUT AND REMOVE 4'x8' AREA; BATT INSULATION, SHEATHING AND SUBSTRATE

D2 CUT AND REMOVE 16'x16' AREA; BATT INSULATION, SHEATHING AND

SUBSTRATE

D3 CUT AND REMOVE DETERIORATED BATT INSULATION, SHEATHING AND

SUBSTRATE, THIS AREA

D4 CUT AND REMOVE BATT INSULATION, SHEATHING AND SUBSTRATE IN AREA OF

ROOF DRAIN

D6 REMOVE (4) DETERIORATED 16" AJS25 JOISTS (APPROX. 23' LENGTH) AND

MICROLLAM HEADER

D5 REMOVE DETERIORATED 16" AJS25 JOIST (APPROX. 23' LENGTH)

T1 EXISTING ROOF TOP UNITS TO BE RAISED TO PERMIT REMOVAL OF EXISTING

PAVER BASES. PAVER BASES TO BE DISCARDED. COORDINATE WORK WITH ALL

ASSOCIATED TRADES.

T2 EXISTING ROOF TOP UNITS TO BE CAREFULLY REMOVED, STORED AND

PREPARED FOR RE-INSTALLATION OVER NEW ROOF CURBS

P1 PREPARE ALL VENT PENETRATIONS FOR NEW BOOT FLASHINGS

P2 PREPARE ALL CABLE PENETRATIONS FOR NEW FLASHING SYSTEMS

RTU-1 RTU-11RTU-7 RTU-8 RTU-9 RTU-10

SAW-CUT AND PROVIDE 1"

OPENING FOR NEW

CONTINUOUS RIDGE VENT

PRESUMED RAFTER FRAMING

AT PERIMETER MANSARD ROOF

ASPHALT SHINGLES

TO REMAIN

EXISTING EPDM ROOF MEMBRANE

AND RIGID INSULATION TO BE

REMOVED IN THEIR ENTIRETY.

REMOVE SUBSTRATE WHERE NECESSARY

PRESUMED JOIST FRAMING AT FLAT ROOF AREA

EXISTING ROOF TOP UNITS TO BE CAREFULLY

REMOVED , STORED AND PREPARED FOR

RE-INSTALL OVER NEW ROOF CURBS

SAW-CUT AND PROVIDE 1"

OPENING FOR NEW

CONTINUOUS RIDGE VENT

ASPHALT SHINGLES

TO REMAIN

EXISTING ROOF DRAINS TO REMAIN

EXISTING ROOF TOP UNITS TO BE

REMOVED AND PREPARED FOR

RE-INSTALL OVER NEW ROOF CURBS

EXISTING EPDM ROOF MEMBRANE

AND RIGID INSULATION TO BE

REMOVED IN THEIR ENTIRETY.

REMOVE SUBSTRATE WHERE NECESSARY

ROOF TOP UNITS TO BE RAISED TO

PERMIT REMOVAL OF EXISTING

PAVER BASES. COORDINATE WORK

WITH ALL ASSOCIATED TRADES

A100

A100

A100

RTU-3 RTU-2 RTU-1

RD-3

SAW-CUT AND PROVIDE 1"

OPENING FOR NEW

CONTINUOUS RIDGE VENT

PRESUMED RAFTER FRAMING

AT PERIMETER MANSARD ROOF

ASPHALT SHINGLES

TO REMAIN

EXISTING ROOF DRAINS TO REMAIN

EXISTING ROOF TOP UNITS TO BE

REMOVED AND PREPARED FOR

RE-INSTALL OVER NEW ROOF CURBS

EXISTING EPDM ROOF MEMBRANE

TO BE REMOVED IN IT'S ENTIRETY

PRESUMED JOIST FRAMING AT FLAT ROOF AREA

A100

SAW-CUT AND PROVIDE 1"

OPENING FOR NEW

CONTINUOUS RIDGE VENT

SAW-CUT AND PROVIDE 1" OPENING

FOR NEW CONTINUOUS RIDGE VENT

PRESUMED RAFTER FRAMING

AT PERIMETER MANSARD ROOF

ASPHALT SHINGLES TO REMAIN

1"

2'-0"

PREPARE ALL PENETRATIONS

FOR NEW BOOT FLASHINGS

PRESUMED ROOF FRAMING

EXISTING ROOF TOP UNITS TO BE

CAREFULLY REMOVED, STORED

AND PREPARED FOR RE-INSTALL

OVER NEW ROOF CURBS

CUT AND REMOVE ROOF

MEMBRANE, RIGID INSULATION AND

SUBSTRATE WHERE NECESSARY

ASPHALT SHINGLES

TO REMAIN

PRESUMED

RAFTER FRAMING

AT PERIMETER

MANSARD ROOF

16"AJS25 JOIST

(2) 1.75"x16" MICROLAM

(2) 1.75"x16" MICROLAM

16"AJS25 JOIST

16"AJS25 JOIST

(2

1.

"x

M

IC

R

O

LA

M

SE

E

N O

TE

O

SB

R

IM

B O

A R

D

SE

E

N O

TE

16"AJS25 JOIST

16"AJS25 JOIST

TO BE REMOVED

16"AJS25 JOIST

STEEL BEAM BELOW

2x BEARING PLATE BELOW

EXISTING BILCO

TYPE 'E' ROOF HATCH

16"AJS25 JOIST

TO BE REMOVED

16"AJS25 JOIST

TO BE REMOVED

16"AJS25 JOIST

TO BE REMOVED

NOTES:

1) REMOVE EXISTING ROOFING, BATT

INSULATION AND SUBSTRATE PER

DEMOLITION PLAN.

2) REMOVE, RE-FURBISH AND STORE

EXISTING ROOF HATCH FOR RE-

INSTALLATION.

3) REMOVE EXISTING PLYWOOD

SHEATHING WHERE DAMAGED OR

DETERIORATED.

4) REMOVE DETERIORATED MicroLam

HEADER. PROVIDE TEMPORARY SUPPORT

FOR EXISTING ROOF JOIST.

5) REMOVE EXISTING OSB RIMBOARD AND

(4) 16" AJS25 JOISTS (APPROX. 23'

LENGTH)

6) REMOVE EXISTING BATT INSULATION

(WITHIN ROOF FRAMING CAVITY) ALL

AROUND ROOF HATCH TO FACILITATE

WORK.

N O

T E

A100

+/- 23'-0"

(2) 1.75"x16"

MICROLAM

BEYOND

(4) 16"AJS25

JOISTS

TO BE REMOVED

OSB RIMBOARD TO BE REMOVED

(2) 1.75"x16" MICROLAM

HEADER TO BE REMOVED

EXISTING 'BILCO' TYPE 'E' ROOF

HATCH TO BE REMOVED, RE-FURBISHED

AND STORED FOR RE-INSTALLATION

INTEGRITY OF EXISTING BEARING

PLATE TO BE EVALUATED BY

ARCHITECT ONCE EXPOSED TO VIEW

EXISTING STEEL BEAM

EXISTING EPDM ROOFING AND

RIGID INSULATION TO BE REMOVED

PER DEMOLITION PLAN.

EXISTING 3/4" T&G PLYWOOD

SHEATHING TO BE REMOVED

WHERE DAMAGED OR

DETERIORATED

REMOVE EXISTING BATT INSUL.

ALL AROUND ROOF HATCH TO

FACILITATE WORK

NY ENGINEERING FIRM CERTIFICATE #0021419

26 IBM Road

Poughkeepsie, NY 12601

CPL | Architecture Engineering Planning

CPLteam.com

FOR REVIEW ONLY

NOT FOR PERMIT O

R

CONSTRUCTIO

N

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY

THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

/2

/2

:0

:0

A M

As indicated

P R

O

JE

C T

FI

LE

S O

N A

C C

ROOF -

EXISTING CONDITIONS/

DEMOLITION PLAN

TJG JD

06/22/2026

ISSUED FOR BID

NWS

A100

CITY OF NEWBURGH

155 WEST STREET

NEWBURGH, NY 12550

ROOF REPLACEMENT AT 155

WEST STREET

R22.15264.01

PROJECT

NORTH

TRUE

NORTH

1/8" = 1'-0"A100

1 ROOF PLAN - EXISTING/ SELECTIVE DEMOLITION

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

1/4" = 1'-0"A100

2 SECTION - EXISTING/ SELECTIVE DEMOLITION

1/4" = 1'-0"A100

3 PARTIAL SECTION - EXISTING/ SELECTIVE DEMOLITION

1" = 1'-0"A100

4 RIDGE DETAIL - EXISTING/ SELECTIVE DEMOLITION

1" = 1'-0"A100

5 DETAIL - EXISTING/ SELECTIVE DEMOLITION

3/4" = 1'-0"A100

6 FRAMING DETAIL - EXISTING/ SELECTIVE DEMOLITION

3/4" = 1'-0"A100

7 HATCH DETAIL - EXISTING/ SELECTIVE DEMOLITION

CONTINUOUS RIDGE VENT

INSTALL PER MANUFACTURER'S

PUBLISHED INSTALLATION INSTRUCTIONS

EXISTING ASPHALT SHINGLES

NEW CRICKET. SEE PLAN

PRESUMED EXISTING

MANSARD ROOF FRAMING

RTU-1 RTU-11

RTU-7

A102

F1 F1

N1

N1

A101

N1

F1

A102

A101

RTU-8 RTU-9 RTU-10

CONTINUOUS RIDGE VENT

INSTALL PER MANUFACTURER'S

PUBLISHED INSTALLATION INSTRUCTIONS

EXISTING ASPHALT SHINGLES

RTU-3 RTU-2 RTU-1

RD-3

A101

A102

A102

N1 N1 N1

F1 F1

A101

CONTINUOUS RIDGE VENT

INSTALL PER MANUFACTURER'S

PUBLISHED INSTALLATION INSTRUCTIONS

BASIS OF DESIGN

CONTINUOUS RIDGE VENT

'ShingleVent II ' AS MANUFACTURED

BY AIR VENT, INC. OR EQUAL

EXISTING FRAMING AT

PERIMETER

MANSARD ROOF TO REMAIN

PROVIDE 1" (MINIMUM) UNOBSTRUCTED

OPENING BETWEEN RAFTERS AT

UNDERSIDE OF SHEATHING FOR AIR FLOW

EXISTING ASPHALT SHINGLES

EXISTING 2x WOOD RIDGE

16"AJS25 JOIST

(2) 1.75"x16" MICROLAM

(2) 1.75"x16" MICROLAM

16"AJS25 JOIST

16"AJS25 JOIST

16"AJS25 JOIST

16"AJS25 JOIST

N O

T E

NEW (2) 1.75"x16"

MICROLAM HEADER

NEW 3/8" OSB RIMBOARD

NEW

16"AJS25 JOIST

NEW

16"AJS25 JOIST

NEW

16"AJS25 JOIST

NEW

16"AJS25 JOIST

EXISTING STEEL BEAM BELOW

2x EXISTING BEARING PLATE BELOW

EXISTING BILCO

TYPE 'E' ROOF HATCH

NOTES:

1) PROVIDE NEW 3/8" OSB RIMBOARD

FASTENED TO AJS ROOF JOISTS.

2) PROVIDE NEW (2) 1.75"x16"

MicroLam HEADER FASTENED TO

EXISTING MicroLam's WITH JOIST

HANGER.

3) PROVIDE NEW FIBERGLASS BATT

INSULATION WHERE PREVIOUSLY

REMOVED.

4) PROVIDE NEW 3/4" T&G CDX

PLYWOOD SHEATHING WHERE

PREVIOUSLY REMOVED.

5) PROVIDE NEW RIGID, TAPERED

INSULATION. SLOPE SURFACES TO

EXISTING ROOF DRAINS. PROVIDE

CRICKETS FOR POSITIVE FLOW

AROUND ALL ROOFTOP EQUIPMENT

AND/ OR CURBS.

6) PROVIDE (4) NEW 16" AJS25 JOISTS

(23' LENGTH)

A101

+/- 23'-0"

(2) 1.75"x16"

MICROLAM

BEYOND

(4) NEW

16" AJS25 JOISTS

SEE ROOF PLAN

NEW 3/8" OSB RIMBOARD

FASTENED TO EXISTING

ASJ ROOF JOISTS

NEW (2) 1.75"x16"

MICROLAM HEADER

RE-INSTALL EXISTING, RE-FURBISHED

'BILCO' TYPE 'E' ROOF HATCH

EXISTING BEARING PLATE

EXISTING STEEL BEAM

NEW ROOFING AND RIGID

INSULATION PER ROOF PLAN

NEW 3/4" T&G CDX PLYWOOD

SHEATHING WHERE REMOVED

NOTE:

PROVIDE CRICKETS FOR POSITIVE

DRAINAGE AROUND ALL ROOFTOP

EQUIPMENT AND CURBS

NEW FIBERGLASS BATT INSUL.

ALL AROUND ROOF HATCH

RD-1 RD-2

RD-4RD-3

V V V V

V V

V V

V

V

RTU-1

RTU-2

RTU-3

RTU-11

RTU-12

RTU-7 RTU-8

RTU-9 RTU-10

RTU-5 RTU-6

RTU-4

ROOF

HATCH

1'-0" / 1'-0" 1'-0" / 1'-0"

1'-0" / 1'-0" 1'-0" / 1'-0"

HOLD

2'-0" 71'-9 5/8"

HOLD

2'-0"

H O

LD

2' -0

'-7

/8

H O

LD

2'

-0

H O

LD

2'

-0

'-3

/8

H O

LD

2' -0

HOLD

2'-0" 40'-10 3/8"

HOLD

2'-0"

HOLD

2'-0" 26'-11 1/4"

HOLD

2'-0"

H O

LD

2' -0

'-1

1/ 2"

H O

LD

2' -0

CONTINUOUS RIDGE VENT

C O

N

TI

N U

O U

S R

ID

G

E V

EN

T

CONTINUOUS RIDGE VENT

C O

N

TI

N U

O U

S R

ID

G

E V

EN

T

R1

R1

R1

R1R1

R2

R3

R5

R5

R5

R6

R4

+/- 59'-1"

9'

-3

INSTALL NEW 2-PLY SBS-

MODIFIED ROOFING SYSTEM

THIS AREA (APPROX. 4,221 S.F.)

SEE DETAIL 23/A102

N1

N1

N1

F1

F1

F2

F2

F2

NOTES

GENERAL:

1. EXISTING ELECTRICAL WIRING, CABLES AND/OR PIPING REQUIRED TO BE DISTURBED THROUGHOUT THE WORK AREA SHALL BE PROTECTED OR DISCONNECTED DURING

CONSTRUCTION AND RE-CONNECTED AFTER WORK IN AREA IS COMPLETED.

2. CONTRACTOR SHALL REPLACE ANY INTERIOR CEILING TILES REMOVED DURING CONSTRUCTION WITH NEW CEILING TILES.

RIDGE VENT:

3. INSTALL NEW CONTINUOUS RIDGE VENT ALONG MANSARD ROOF SECTIONS AS INDICATED ABOVE.

4. RIDGE VENTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND DETAIL #12, SHEET A101.

MEMBRANE ROOF REPLACEMENT:

5. INSTALL NEW SUBSTRATE MATERIALS WHERE REMOVED. THICKNESS OF NEW MATERIALS SHALL MATCH EXISTING ADJACENT MATERIALS.

6. CONSTRUCT NEW EQUIPMENT CURBS AS INDICATED ON PLAN AND DETAIL #13, SHEET A101.

7. PREPARE ALL ROOF PENETRATIONS FOR APPLICATION OF BOOTS, FLASHINGS, ETC. AS APPLICABLE.

8. INSTALL NEW RIGID INSULATION AS INDICATED ON PLAN.

9. CONSTRUCT NEW TAPERED INSULATION CRICKETS AS INDICATED ON PLAN.

10. INSTALL NEW ROOFING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.

11. INSTALL PROTECTION MATS/ WALKWAY PADS AS INDICATED ON PLAN. SEE DETAIL #22, SHEET A102.

N2

N3

F1

CONTINUOUS RIDGE VENT

C O

N

TI

N U

O U

S R

ID

G

E V

EN

T

A101

A101

A101

A101

A102

A102

A102

A102

NOTE

-TAPER RIGID INSULATION TO PROVIDE POSITIVE DRAINAGE

AROUND ROOF-TOP EQUIPMENT AND TO ROOF DRAIN

LOCATIONS.

-CONTRACTOR SHALL PROVIDE SHOP DRAWING PER

SPECIFICATION 075216.13 [1.04 (B)(2)]

-REFERENCE PLAN, SHEET A102 PROVIDED TO ILLUSTRATE DESIGN

INTENT ONLY

R7

R7

R7

R7

R8 R8

A101

A101

N1

N1

F2

ROOF PLAN KEYED NOTES

R1 INSTALL NEW SHEATHING/ SUBSTRATE AND BATT INSULATION (4'x8' AREA;

MATCH EXISTING ADJACENT)

R2 INSTALL NEW SHEATHING/ SUBSTRATE AND BATT INSULATION (16'x16' AREA;

MATCH EXISTING ADJACENT)

R3 INSTALL NEW SHEATHING/ SUBSTRATE AND BATT INSULATION THIS AREA

(MATCH EXISTING ADJACENT)

R4 INSTALL NEW SHEATHING/ SUBSTRATE AND BATT INSULATION IN AREA OF

ROOF DRAIN

R5 INSTALL NEW 16" AJS25 JOIST (APPROX. 23' LENGTH)

R6 INSTALL (4) NEW 16" AJS25 JOIST (APPROX. 23' LENGTH)

N1 INSTALL NEW STAND-OFF WALL FOR ROOF TOP UNITS. SEE DETAILS 13/A101

AND 24/A102

N2 INSTALL NEW STRUCTURAL FRAMING AT ROOF HATCH LOCATION. SEE DETAILS

14/A101 AND 15/A101

N3 INSTALL RE-FURBISHED ROOF HATCH ASSEMBLY OVER NEW FRAMING.

F1 VENT. SEE DETAIL 18/A102.

F2 CABLE PENETRATION FLASHING TYPICAL AS INDICATED . SEE DETAIL

19/A102.

R7 REPLACE MISSING SHINGLES THROUGHOUT THE ENTIRETY OF THE SLOPED

ROOF

R8 WALKWAY PADS (24"W) AS INDICATED

NY ENGINEERING FIRM CERTIFICATE #0021419

26 IBM Road

Poughkeepsie, NY 12601

CPL | Architecture Engineering Planning

CPLteam.com

FOR REVIEW ONLY

NOT FOR PERMIT O

R

CONSTRUCTIO

N

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY

THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

/2

/2

:0

:0

A M

As indicated

P R

O

JE

C T

FI

LE

S O

N A

C C

ROOF - REPLACEMENT PLAN

TJG JD

06/22/2026

ISSUED FOR BID

NWS

A101

CITY OF NEWBURGH

155 WEST STREET

NEWBURGH, NY 12550

ROOF REPLACEMENT AT 155

WEST STREET

R22.15264.01

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

1/4" = 1'-0"A101

10 SECTION - REPAIRS

1/4" = 1'-0"A101

11 PARTIAL SECTION - REPAIRS

1" = 1'-0"A101

12 RIDGE VENT DETAIL

NTSA101

REPAIR DETAIL @ ROOF HATCH14

NTSA101

DETAIL @ ROOF HATCH15

1/8" = 1'-0"A101

1 ROOF PLAN - REPLACEMENT

NTSA101

STAND-OFF DETAIL13

PLUMBING VENT STACK

FLUID-APPLIED SYSTEM AS

RECOMMENDED BY ROOF

SYSTEM MANUFACTURER

SEAL AROUND PLUMBING

VENT WITH COMPATIBLE

SEALANT AS RECOMMENDED BY

ROOF SYSTEM MANUFACTURER.

MULTI-PLY MODIFIED BITUMEN

ROOFING

NOTES

2. MINIMUM RECOMMENDED FLASHING HEIGHT IS 8".

+/- 6"

1. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES OF CLEARANCE ON ALL

SIDES FROM WALLS, CURBS AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING.

MULTI-PLY MODIFIED

BITUMEN ROOFING

MEMBRANE PLIES, METAL FLASHING AND

STRIPPING SHEET EXTEND UNDER CLAMPING RING

EXISTING CAST-IRON DRAIN BOWL

EXISTING DECK CLAMP

EXISTING CLAMPING RING

TAPERED INSULATION SUMP

ROOF DECK PROPERLY

SUPPORTED AT DRAINS.

ROOF DRAIN HEIGHT FROM

DECK MAY VARY.

30'' SQUARE MINIMUM, 2 1/2 LB. LEAD OR 16 OZ. SOFT

COPPER FLASHING SET IN COMPATIBLE MASTIC AND

FOLDED INTO DRAIN; STRIP-IN WITH STRIPPING PLY

APPROX. 4"

FLUID-APPLIED SYSTEM AS

RECOMMENDED BY ROOF

SYSTEM MANUFACTURER;

APPLIED TO THE DRAIN SUMP

NOTES

1. PRIME ALL METAL SURFACES WITH APPROVED PRIMER.

2. INSTALL FLASHING SHEET IN APPROVED MASTIC AND STRIP-IN WITH APPROVED ADHESIVE.

3. PRIMING OF THE SUBSTRATE MAY BE REQUIRED, FOLLOW SPECIFICATIONS AND

MANUFACTURER RECOMMENDATIONS.

4. REMOVE EXISTING FLASHINGS PRIOR TO INSTALLATION OF NEW FLUID-APPLIED SYSTEMS.

5. REPLACE 'IN KIND' ANY ROOF DRAIN COMPONENTS FOUND TO BE DETERIORATED OR

DEFICIENT.

RD-1 RD-2

RD-4RD-3

V V V V

V V

V V

V

V

RTU-1

RTU-2

RTU-3

RTU-11

RTU-12

RTU-7 RTU-8

RTU-9 RTU-10

RTU-5 RTU-6

RTU-4

ROOF

HATCH

CONTINUOUS RIDGE VENT

C O

N

TI

N U

O U

S R

ID

G

E V

EN

T

ARROWS INDICATE DOWNWARD

SLOPES OF TAPERED ROOF PLANE

(TYPICAL)

P P

P

P

P

NOTES

1. THE PLAN ABOVE IS PROVIDED FOR REFERENCE ONLY AND IS INTENDED TO ILLUSTRATE DESIGN INTENT.

2. CONTRACTOR SHALL PROVIDE SHOP DRAWING(S) ILLUSTRATING SLOPES OF TAPERED INSULATION. SHOP

DRAWING(S) SHALL BE SUBJECT TO APPROVAL BY THE PROJECT ARCHITECT. SEE PROJECT SPECIFICATIONS.

C O

N

TI

N U

O U

S R

ID

G

E V

EN

T

C O

N

TI

N U

O U

S R

ID

G

E V

EN

T

CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT

3" CANT STRIP

ALL AROUND

" M

IN

BY RTU DIMENSION

VARIES

BY RTU DIMENSION

VARIES

CAP/ FLASHINGS PER

ROOFING MANUFACTURER'S

INSTALLATION DETAILS

1/2" 'DENSDECK'

SHEATHING EACH SIDE

P.T. (2) 2X6 TOP PLATE

ROOFING SYSTEM

AS SPECIFIED

EXISTING ROOF

SHEATHING

EXISTING ROOF

JOIST

P.T. 2x6 STUDS

@ 16"O.C.

P.T. 2x6 PLATE FASTENED THROUGH

TO EXISTING JOIST w/ 3" (#12; 8TPI

MAX.) WOOD SCREWS @ 16"O.C.

NOTE

DETAIL PROVIDED TO ILLUSTRATE DESIGN INTENT.

SEE DETAIL, SHEET A101 FOR INFORMATION NOT PROVIDED HEREON.

1/2-INCH DENS DECK PRIME COVER BOARD

ADHERED IN LOW RISE FOAM INSULATION

ADHESIVE BEADS 12" O.C.

1/8-INCH SLOPE TAPERED POLYISOCYANURATE

INSULATION. MINIMUM 2" BASE LAYER. EACH

LAYER ADHERED IN LOW RISE FOAM

INSULATION ADHESIVE BEADS 12" O.C.

120-MIL SBS-MODIFIED BITUMEN

BASE PLY ADHERED IN COLD

ADHESIVE

EXISTING WOOD DECK

145-MIL GRANULE-SURFACED

SBS-MODIFIED BITUMEN CAP PLY

ADHERED IN COLD ADHESIVE

NEW TAPERED

INSULATION &

COVER BOARD

EXISTING EPDM MEMBRANE TO REMAIN ON

SLOPE. FASTEN AT BASE OF SLOPE 12"O.C.

REINFORCED FLUID-APPLIED FLASHINGS OVER CLEANED

& PRIMED EXISTING EPDM MEMBRANE TO SHINGLES.

EXTEND REINFORCED FLUID-APPLIED FLASHINGS SIX

INCHES ONTO FIELD OF SBS-MODIFIED ROOF

SHINGLES TO REMAIN

THREE-COURSE OF

POLYURETHANE SEAM SEALER &

FABRIC EXTEND 3" ONTO SBS

ROOF AND 3" UP SLOPE OVER

PRIMED EPDM

NEW 2-PLY SBS-

MODIFIED

BITUMEN ROOFING

6"

3" 3"

NY ENGINEERING FIRM CERTIFICATE #0021419

26 IBM Road

Poughkeepsie, NY 12601

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CPLteam.com

FOR REVIEW ONLY

NOT FOR PERMIT O

R

CONSTRUCTIO

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IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY

THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

/2

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:0

:1

A M

As indicated

P R

O

JE

C T

FI

LE

S O

N A

C C

ROOF - REPLACEMENT DETAILS

TJG JD

06/22/2026

ISSUED FOR BID

NWS

A102

CITY OF NEWBURGH

155 WEST STREET

NEWBURGH, NY 12550

ROOF REPLACEMENT AT 155

WEST STREET

R22.15264.01

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

NTSA102

PLUMBING VENT FLASHING

LIQUID-APPLIED FLASHING SYSTEMS18

NTSA102

ROOF DRAIN LIQUID-APPLIED

FLASHING SYSTEM26

3/32" = 1'-0"A102

1 REFERENCE PLAN - ROOF SLOPE LAYOUT

NTSA102

24 RTU EQUIPMENT STAND-OFF - PERSPECTIVE

12" = 1'-0"A102

22 2-PLY SBS-MODIFIED ROOF ASSEMBLY DETAIL

NTSA102

BASE FLASHING AT SHINGLES25

NTSA102

19 CABLE/ CONDUIT/ WIRE PENETRATION FLASHING DETAIL