123174-23001.9 TC Daniel Tompkins Leg Bldg Drawings Combined-FINAL FOR BID.pdf

E

FENCING TO REMAIN

W

G

SAN

ST

UD

W

G

SAN

UD

ST

MATCH LINE

ELEVATION

INTERIOR

ELEVATION

ELEVATION FROM DATUM

SCHEDULE

INDICATES FRAMED

LOCATION

LENGTH OF BEAMRECESSED

0.7

[-3'-0]

P1

CFMF BEARING WALL

AT ADJ GIRDER ELEV

INDICATES TOP OF BEAM(GIR)

SHEAR WALL

SEE SCHEDULE

HORIZONTAL BRIDGING

JOIST

JOIST DESIGNATION

12K3

F4

(-8)

REFER TO FOOTING

INDICATES FOOTING TYPE

INDICATES PIER TYPE

TOP OF PIER ELEVATION

TOP OF FOOTING

SL = SKYLIGHT

AH = ACCESS HATCH

SH = SMOKE HATCH

BEARING WALL

MASONRY LOAD

INDICATES AREA IS

EXISTING

DEPRESSED OR

INDICATES SLAB IS

APPROX W/ WET CONC

DEFLECTION (INCHES)

END REACTION- KIPS

BEAM SIZE

STUDS OVER FULL

NUMBER OF SHEAR

DRAWING DATUM

ELEVATION FROM

(-6) W8X15

RD

OPNG IS FOR:

RD = ROOF DRAIN

ME = MECH EQUIP

INDICATES A FRAMED

ROOF OR FLOOR OPNG

COORD SIZE AND

FIREWALL

CONNECTION

COLUMN

LINTEL DESIGNATION

SEE SCHEDULE

L-2 *

CONNECTION TO

INDICATES LINTEL

INDICATES MOMENT

IS EXISTING

INDICATES MEMBER

INDICATES BM TO HAVE

INDICATES SHEAR WALL

INDICATES BEAM FRAMES

OVER COLUMN

SPLICE

INDICATES BEAM

CONNECTION TO BEAM

TOP OF WALL CLIPS

21K21K

FROM DATUM

[14]

DIAGONAL BRIDGING

1st FF 100'-0"

A A

B B

A112

4 A112

A12

A112

A112

A112

A12

Standard SymbolsStructural SymbolsSite Symbols

CLL

A COLUMN CENTER

LINE

CONTRACT LIMIT LINE

PROPERTY LINE

STANDARD REFERENCE BUBBLE

DRAWING TITLE & SCALE

Floor Plan 1/8"=1'-0"

RIP-RAP

HAY BALES

TEMPORARY TREE PROTECTION

TEMPORARY CONSTRUCTION FENCING

GATE VALVE

CO

STORM/SANITARY CLEANOUT

WATER LINE TO BE REMOVED/ABANDONED

WATER LINE TO REMAIN

WATER LINEW

GAS LINE TO BE REMOVED/ABANDONED

GAS LINE TO REMAIN

GAS LINEG

SANITARY LINE TO BE REMOVED/ABANDONED

SAN

REMOVAL

SANITARY LINE TO REMAIN

SANITARY LINE

UNDERDRAIN TO BE REMOVED/ABANDONED

ST STORM LINE WITH END SECTION

STORM LINE WITH ENDWALLST

ST

STORM PIPE TO REMAIN

DRYWELL W/ COVER BURIED

DRYWELL W/ SOLID COVER TO GRADE

DRYWELL W/ GRATE

STORM/SANITARY MANHOLE

CONCRETE SECTION

BC

TC

+ 99.00 BOTTOM OF CURB ELEVATION

83.36 SPOT ELEVATION

UNIVERSAL HANDICAP SYMBOL

SIGN POST

STORM LINE WITH HEADWALL

TO REMAIN

SILT FENCING

ST STORM PIPE

MANHOLE/CATCH BASIN/DRYWELL

CATCH BASIN

DROP INLET TO REMAIN

DROP INLET

FIRE HYDRANT TO REMAIN

NEW OR RELOCATED FIRE HYDRANT

UTILITY POLE TO REMAIN

UTILITY POLE

FENCING TO BE REMOVED

TB-1

+ 83.36

99.50

FENCING

SOIL TEST BORING

EXISTING CONTOUR

CONTOUR

EXISTING SPOT ELEVATION

TOP OF CURB ELEVATION

TREE OR SHRUB TO BE REMOVED

TREE OR SHRUB TO REMAIN

TREE OR SHRUB

CURBING TO BE REMOVED

CURBING

CURBING TO REMAIN

CONCRETE PAVING

REMOVE AND REPLACE ASPHALT PAVING

HEAVY-DUTY ASPHALT PAVING

ASPHALT PAVING OR TOP COURSE

UD

UNDERDRAIN TO REMAIN

UNDERDRAIN

STORM PIPE TO BE REMOVED/ABANDONED

TP-1

TEST PIT LOCATION

UTILITY POLE TO BE REMOVED

DRAWING REVISION

NUMBER

CENTER LINE

CUT LINE

NORTH ARROW ROOM NAME AND

NUMBER

DETAIL

WALL SECTION

BUILDING SECTION

DRAWING NUMBER

DETAIL NUMBER

METAL, STEEL

REMOVE AND REPLACE

ASPHALT PAVING

NEW HEAVY-DUTY

ASPHALT PAVING

NEW ASPHALT PAVING OR

TOP COURSE

SAND

GRAVEL

CONCRETE

BRICK

EARTH

STONE

CONCRETE MASONRY UNITS

PLYWOODFINISHED WOOD TRIM

ROUGH WOODINSULATION (LOOSE OR

BATT)

RIGID INSULATION

CERAMIC TILEACOUSTICAL PANEL

GLASS (LARGE SCALE)

PLASTER, CEMENT, GROUT, GYPSUM

WALL BOARD

RESILIENT FLOORING

TERRAZZO

STRUCTURAL GLAZED TILE

ADA 5' TURNING

RADIUS

ELEVATION CALL

OUT

CLASSROOM

N

FOUNDATION WALL

CONTINUOUS FTG

BM POCKET

ELEVATION FROM DATUM

SW1 WALL TYPE

<-1'-8>

[-4'-0] [-3'-0]

FROM DATUM

TOP OF FTG ELEVATION

STEPPED FOOTING

N

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

Set No.

Project Location Map

Drawing Number:

Architecture fo r High PerformanceFacilities

PlanningEngineering To the best of the Architect’s knowledge, information and belief, the design of this project conforms to all applicable provisions of the New York State Uniform Fire Prevention and Building Code, the New York State Energy Conservation Code, and the building standards of the New York State Education Department. It is a violation of the Education Law of the State of New York for any person to alter or modify this document in any way unless acting under the direction of a licensed architect.

Date:Drawn By: Drawing Number:

Project No.:

BUILDING DESIGNATOR

DISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATOR

SHEET SEQUENCE DESIGNATOR

AA130

Volume 1 of 1

123174-23001.9 August 26, 2026 G001

121 E Court Street Ithaca, New York 14850

Daniel D. Tompkins Roof Project Tompkins County

The engineer that has signed this document certifies that to the best of their knowledge, information and belief, the asbestos plans and specifications are in accordance with applicable requirements of the New York State Uniform Fire Prevention and Building Code, Construction Standards of the Commissioner of Education, New York State Department of Labor Part 56 of Title 12, and the United States Environmental Protection Agency Hazard Emergency Response ACT Regulations. Kevin C. Terry is accredited to the EPA and New York State under AHERA Regulations as an Asbestos Project Designer (Asbestos Handling Certificate Number 14-20336). It is a violation of the Education Law of the State of New York for any person to alter or modify this document in any way unless acting under the direction of a licensed professional engineer.

123174-23001.9

August 26, 2026TTAE

Drawing List

GENERAL

G001 Title Sheet and Symbols and Abbreviations

Daniel D. Tompkins Building

HAZARDOUS MATERIALS

AH100 Abatement Plan

ARCHITECTURAL

AA190 Roof Plan and Photos AA191 Details AA200 Exterior Elevations and Photos

PROJECT LOCATION MAP

DANIEL D TOMPKINS BUILDING

121 E COURT STREET1

A

A/S AIR SEPARATOR

AAC ASBESTOS ABATEMENT

CONTRACTOR

AAD AUTOMATIC AIR DAMPER

AB ANCHOR BOLT, AIR BARRIER

AC AIR CONDITIONING,

ALTERNATING CURRENT

ACCMP ASPHALT COATED CORR

METAL PIPE

ACM ASBESTOS CONTAINING

MATERIAL

ACT ACOUSTICAL CEILING TILE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICAN DISABILITIES ACT

ADD ADDENDUM

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT

ADR ACCESS DOOR

AESS ARCH EXPOSED STRUCTURAL

STEEL

AFF ABOVE FINISH FLOOR

AH ACCESS HATCH

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALTB ACOUSTICALLY LINED

TRANSFER BOX

ALTN ALTERATION

ALUM ALUMINUM

AMP AMPERE

ANOD ANODIZED

ANT ACID NEUTRALIZATION TANK

AP ACCESS PANEL, APPROX,

APPROXIMATE(LY)

APC ARCHITECTURAL PRECAST

CONCRETE

ARCH ARCHITECT (URAL)

ASB ASBESTOS

ASPH ASPHALT

ATV ATMOSPHERIC VENT

AUD AUDITORIUM

AUTO AUTOMATIC

AVE AVERAGE

B

B BOILER, BRICK, BOTTOM

BB BASKETBALL

BBD BOILER BLOWDOWN

BC BOTTOM OF CURB

BCU BLOWER COIL UNIT

BCX BOTTOM CHORD EXTENSION

BD BOARD

BDD BACKDRAFT DAMPER

BF BACK FLOW PREVENTER

BG BOTTOM GRILLE

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BY OTHERS

BOD BOTTOM OF DUCT

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BPL BEARING PLATE

BR BOTTOM REGISTER

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRSH BRICKSHELF

BRZ BRONZE

BS BOTH SIDES, BOTTOM OF

STAIR

BSMT BASEMENT

BSPL BACKSPLASH

BT BENT

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER

HOUR

BUR BUILT-UP ROOFING

BW BOTTOM OF WALL

BWC BACK WATER CHECK VALVE

C

C CONDUIT, CONVECTOR,

CONDENSOR, COMMON,

CARPET

CA COMPRESSED AIR

CAB CABINET

CATV CABLE TELEVISION

CB CATCH BASIN, CIRCUIT

BREAKER, CHALKBOARD

CCTV CLOSED CIRCUIT TELEVISION

CD CEILING DIFFUSER,

CONDENSATE DRAIN

CEM CEMENT

CER CERAMIC

CF CUBIC FEET, CEILING FAN

CFM CUBIC FEET PER MINUTE

CFMF COLD FORMED METAL

FRAMING

CFT CERAMIC FLOOR TILE

CG CEILING GRILLE

CHAN CHANNEL

CHUV CEILING HUNG UNIT

VENTILATOR

CI CAST IRON

CIP CAST IN PLACE

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLKG CAULKING

CLL CONTRACT LIMIT LINE

CLR CLEAR (ING) (ENCE)

CLRM CLASSROOM

CMP CORRUGATED METAL PANEL

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

CODP CLEAN OUT DECK PLATE

COL COLUMN

COMB COMBINATION

COMP COMPRESS (ED) (ION) (IBLE),

COMPOSITE

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT (OR)

COORD COORDINATE

CORR CORRUGATED, CORRIDOR

COWP CLEAN OUT WALL PLATE

CPVC CHLORINATED POLY VINYL

CHLORIDE

CR CEILING REGISTER

CRS COURSE (S)

CSK COUNTERSINK

CSMT CASEMENT

CT COMPUTER TERMINAL,

CERAMIC BASE TILE

CTD COATED

CTOP COUNTER TOP

CTR CENTER

CU CUBIC

CUH CABINET UNIT HEATER

CV CONVECTOR, CURB VALVE

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CWT CERAMIC WALL TILE

D

D DIESEL FUEL, DEPTH

DB DRY BULB

DC DIRECT CURRENT

DDC DIRECT DIGITAL CONTROL

DE DELONIZED WATER

DEG DEGREES

DEMO DEMOLISH

DEP DEPRESS (ED) (ION)

DET DETAIL (ED)

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHU DEHUMIDIFICATION UNIT

DI DROP INLET, DUCTILE IRON,

DISTILLED WATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIST DISTANCE

DIV DIVISION

DL DEAD LOAD

DN DOWN

DO DITTO

DP DAMPPROOF (ING)

DPR DAMPER

DR DOOR, DEEP RIB

DS DOWNSPOUT, DRAINAGE

STRUCTURE

DT DRAIN TILE

DTA DOVETAIL ANCHOR

DTL DETAIL

DTR DUAL TEMPERATURE RETURN

DTS DUAL TEMPERATURE SUPPLY

DW DUMBWAITER, DISHWASHER

DWG DRAWING

DWL DOWEL

DWR DRAWER

E

E EAST

EA EXHAUST AIR, EACH

EAT ENTERING AIR TEMPERATURE

EB EXPANSION BOLT

EC ELECTRICAL CONTRACTOR

ECF ENHANCED CONCRETE

FLOORING

EF EACH FACE, EXHAUST FAN

EIFS EXTERIOR INSULATION

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRIC (AL)

ELEM ELEMENT

ELEV ELEVATION, ELEVATOR

EM EMERGENCY

EMT ELECTRICAL METALLIC

TUBING

ENC ENCLOSURE

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL, EQUIVALENT

EQC EQUIPMENT CONTRACTOR

EQUIP EQUIPMENT

ERU ENERGY RECOVERY UNIT

ERV ENERGY RECOVERY

VENTILATION

ES EXPOSED SURFACE,

EXPOSED STRUCTURE

ESF ELASTIC SHEET FLASHING

ESM ELASTIC SHEET MEMBRANE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER

TEMPERATURE

EXG EXISTING

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR, EXTERNAL

F

F FAHRENHEIT

FA FIRE ALARM

FAI FRESH AIR INTAKE

FCU FAN COOLING UNIT

FD FLOOR DRAIN, FIRE DAMPER

FDC FDCFIRE DEPARTMENT

CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR, FACTORY

FINISH

FFE FINISH FLOOR ELEVATION

FFL FINISH FLOOR LINE

FG FLOOR GRILLE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH (ED)

FIXT FIXTURE

FL FLUSH

FLD FLOOR DUCT

FLEX FLEXIBLE

FLG FLASHING

FLR FLOOR (ING)

FLUOR FLUORESCENT

FM FLOOR MOUNTED

FMC FLEXIBLE METAL CONDUIT

FND FOUNDATION

FOB FREIGHT ON BOARD, FLAT ON

BOTTOM

FOG FUEL OIL GAUGE

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FLAT ON TOP

FP FIREPROOF (ING)

FPM FEET PER MINUTE

FR FRAME, FLOOR REGISTER

FRA FRESH AIR

FRC FIRE RESISTANT COATING

FRP FIBERGLASS REINFORCED

PANEL

FRT FIRE RETARDANT

FS FLOOR SINK

FSD FIRE AND SMOKE DAMPER

FT FEET, FLOOR TREATMENT

FTG FOOTING

FTR FIN TUBE RADIATION

FV FLUSH VALVE

G

G GAS, GLYCOL

GA GAUGE

GAL GALLON

GALV GALVANIZED

GASK GASKET (ED)

GC GENERAL CONTRACT (OR)

GCMU GLAZED CONCRETE

MASONRY UNIT

GCO GRADE CLEANOUT GF

GROUND FACE

GL GLASS, GLAZING

GND GROUND

GPM GALLONS PER MINUTE

GR GRADE (ING), GLYCOL

RETURN

GS GLYCOL SUPPLY

GVL GRAVEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H HEIGHT

HB HOSE BIB

HBD HARD BOARD

HC HEATING CONTRACT (OR),

HANDICAP

HCR HOT/CHILLED RETURN

HCS HOT/CHILLED SUPPLY

HD HEAVY DUTY

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HG HOT GLYCOL

HIP HIGH IMPACT PANEL

HM HOLLOW METAL

HORZ HORIZONTAL

HP HORSEPOWER, HIGH

PRESSURE, HEAT PUMP

HPC HIGH PERFORMANCE

COATING

HPL HIGH PRESSURE LAMINATE

HPR HEAT PUMP LOOP WATER

RETURN

HPS HEAT PUMP LOOP WATER

SUPPLY

HR HANDRAIL, HOUR

HT HEIGHT

HTG HEATING

HV HIGH VOLTAGE

HVAC HEATING/VENTILATING/AIR

CONDITIONING

HVU HEATING AND VENTILATING

UNIT

HW HOT WATER

HWH HOT WATER HEATER

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

I

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCHES

INCL INCLUDE (D) (ING)

INS INSULATE (D) (ION)

INT INTERIOR

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

IW INDIRECT WASTE

J

J JANITORS CLOSET

JAN JANITORS CLOSET

JB JUNCTION BOX

JC JANITORS CLOSET

JCT JUNCTION

JT JOINT

K

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

KWH KILOWATT PER HOUR

L

L LENGTH, LONG

LAB LABORATORY

LAD LADDER

LAM LAMINATE (D)

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LB POUND

LBL LABEL

LBP LEAD BASED PAINT

LC LANDSCAPE CONTRACTOR

(SITE)

LCC LEAD COATED COPPER

LDR LEADER

LEV LEVEL

LF LINEAR FOOT

LFMC LIQUID-TIGHT FLEXIBLE

METAL CONDUIT

LFNC LIQUID-TIGHT FLEXIBLE

NONMETALLIC CONDUIT

LG LENGTH, LONG

LGI LARGE GROUP INSTRUCTION

LH LEFT HAND

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LP LOW PRESSURE

LPC LOW PRESSURE

CONDENSATE

LPG LIQUID PROPANE GAS

LPS LOW PRESSURE STEAM

LPT LOW POINT

LS LINOLEUM SHEET

LT LIGHT, LINOLEUM TILE

LTL LINTEL

LV LABORATORY VENT, LOW

VOLTAGE

LVR LOUVER

LW LABORATORY WASTE

LWT LEAVING WATER

TEMPERATURE

M

MAN MANUAL

MAS MASONRY

MAT MATERIAL

MAU MAKE UP AIR UNIT

MAX MAXIMUM

MB MARKER BOARD

MBH THOUSAND BTUH

MBR MEMBER

MD MOTORIZED DAMPER

ME MECHANICAL EQUIPMENT

MECH MECHANICAL (LY)

MED MEDIUM

MEMB MEMBRANE

MF MIXING FAUCET

MFR MANUFACTURE (R)

MH MAN HOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULE (OR), MODEL

MP MULTICOLOR WALL COATING

MR MOP RECEPTOR

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MTH MARBLE THRESHOLD

MTL METAL

MTR METER

MULL MULLION

MVEJ MASONRY VENEER

EXPANSION JOINT

N

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

NEUT NEUTRALIZATION

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NUMBER, NORMALLY OPEN

NOM NOMINAL

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

O

OA OVERALL, OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPP HD OPPOSITE HAND

P

P PAINT SURFACE(S) INCLUDING

SOFFITS

PAR PARALLEL

PART PARTITION

PC PLUMBING CONTRACT (OR),

PIGMENTED CONCRETE

PCC PRECAST CONCRETE

PE PORCELAIN ENAMEL

PENC PRE-EXISTING

NON-CONFORMING

PERF PERFORATE (ION) (ED)

PERI PERIMETER

PERP PERPENDICULAR

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER, PLASTIC

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PM PLUGMOLD

PNL PANEL

POC POINT OF CURVATURE, POINT

OF CONNECTION

POL POLISHED

POS POSITIVE

POT POINT OF TANGENCY

PR PAIR

PRE POWER ROOF EXHAUSTER

PREP PREPARE (ATION)

PRF PREFORMED

PROJ PROJECT

PS PAINT EXPOSED

STRUCTURE/DECK

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, PORCELAIN TILE

PTD PAINTED

PTFR PRESSURE TREATED FIRE

RETARDANT

PTP PRESSURE TREATED

PRESERVATIVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWE POWER WALL EXHAUSTER

Q

QF QUARTZ FLOORING

QT QUARRY TILE

R

R RADIUS, RETURN,

REFRIGERANT

RA RETURN AIR

RAD RADIATION

RAF RETURN AIR FAN, RESILIENT

ATHLETIC FLOORING

RB RESILIENT BASE

RC ROOFING CONTRACT (OR)

RCA RECYCLED CONCRETE

AGGREGATE

RCP REINFORCED CONCRETE

PIPE, REFLECTED CEILING

PLAN

RCU REMOTE CONDENSING UNIT

RD ROOF DRAIN

RECEP

T

RECEPTACLE

REF REFERENCE

REFL REFLECT (ED) (IVE) (OR)

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING)

REM REMOVED

REQD REQUIRED

RESIL RESILIENT

RET RETAINING, RETURN

REV REVISION, REVISED, REVEAL

RF RUBBER FLOORING

RFG ROOFING

RFH ROOF HATCH

RFM RECESSED FLOOR MAT

RG RETURN GRILLE

RGS RIGID GALVANIZED STEEL

RH RIGHT HAND

RHC REHEAT COIL

RI ROUGH-IN

RL RAIN LEADER, REFRIGERANT

LIQUID

RLG RAIL(ING)

RM ROOM

RMC RIGID METAL CONDUIT

RNC RIGID NONMETALLIC CONDUIT

RNT RUNNING TRAP

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RR REMOVE EXISTING AND

REPLACE WITH NEW

RS RUBBER STAIR TREAD/RISER,

REFRIGERANT SUCTION

RTH ROOF TOP HOOD

RTU ROOF TOP UNIT

RW RAW WATER

S

S SOUTH, SUPPLY, SURGE

PROTECTED

SA SUPPLY AIR

SAN SANITARY

SAS SMOOTH ALL SIDES

SC SOLID CORE, SILL COCK,

SEALED CONCRETE

SCHED SCHEDULE

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN, SPLITTER

DAMPER, SMOKE DAMPER

SEC SECTION

SF SQUARE FEET

SGI SMALL GROUP INSTRUCTION

SGT STRUCTURAL GLAZED TILE

SH SHELF, SHELVING, SMOKE

HATCH

SHR SHOWER, SHEAR WALL

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SK SINK

SL SOUND LINED, SKYLIGHT

SLC SILLCOCK

SLV SLEEVE

SLVR STORM LOUVER

SMH SANITARY MANHOLE

SOG SLAB ON GRADE

SP STATIC PRESSURE,

STANDPIPE, SPACE (ING) (ES)

SPEC SPECIFICATION (S)

SPKR SPRINKLER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

SST STRUCTURAL STEEL TUBING

ST STORM, STORAGE

STA STATION

STC SHOWER TEMPERATURE

CONTROLLER, STAINED

CONCRETE

STD STANDARD

STG SEATING

STL STEEL

STN STAIN (ED)

STOR STORAGE

STRU STRUCTURAL

SURF SURFACE

SUSP SUSPSUSPENDED

SV SHEET VINYL, STEAM VENT

SW SWITCH, SOFTENED WATER

SWCI SERVICE WEIGHT CAST IRON

SYM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

T

T TREAD, TOP, TOILET ROOM,

TONS, TERRAZZO

TB TOP AND BOTTOM, TACK

BOARD, TERRAZZO BASE

TBD TO BE DETERMINED

TC TEMPERATURE CONTROL,

TEMPERED CLEAR,

TELECOMMUNICATION

CONTRACTOR, TOP OF CURB

TCX TOP CHORD EXTENTION

TDV TRIPLE DUTY VALVE

TEL TELEPHONE

TEMP TEMPERATURE

TG TOP GRILLE, TONGUE AND

GROOVE

THK THICKNESS

THR THRESHOLD

TME TO MATCH EXISTING

TMV THERMOSTATIC MIXING

VALVE

TOD TOP OF DUCT

TOF TOP OF FASCIA, TOP OF

FOOTING

TOL TOLERANCE

TOM TOP OF MASONRY

TOP TOP OF PIPE, TOP OF PIER

TOS TOP OF STEEL, TOP OF STAIR

TPART TOILET PARTITION

TR TOP REGISTER

TRN TRANSOM

TS TOP OF STAIR

TV TELEVISION

TW TEMPERED WATER, TOP OF

WALL

TYP TYPICAL

U

UC UNDERCUT

UD UNDERDRAIN

UE UNDERGROUND ELECTRIC

UG UNDERGROUND

UH UNIT HEATER

UNF UNFINISHED

UNIF UNIFORM

UNO UNLESS NOTED OTHERWISE

UR URINAL

UT UNDERGROUND TELEPHONE

UV UNIT VENTILATOR

V

V VENT, VOLT

VAR VARIES, VARIABLE

VARN VARNISH

VAT VINYL ASBESTOS TILE

VAV VARIABLE AIR VOLUME

VB VACUUM BREAKER, VAPOR

RETARDER BARRIER,

VOLLEYBALL

VCB VENTED COVE BASE

VCT VINYL COMPOSITE TILE

VD VOLUME DAMPER

VERM VERMICULITE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VIN VINYL

VIT VITREOUS TILE

VNR VENEER

VOL VOLUME

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WEST, WIDTH, WIDE, WASTE,

WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET, WALL

COVERING

WD WOOD, WOOD FLOORING

WDW WINDOW

WDWC WINDOW CONTRACTOR

WF WASH FOUNTAIN

WG WALL GRILLE, WATER GAUGE

WH WALL HUNG, WALL HYDRANT

WHA WATER HAMMER ARRESTOR

WI WROUGHT IRON

WM WIREMOLD

WP WATER PROOFING, WORKING

POINT

WR WATER REPELLENT, WIDE RIB,

WALL REGISTER

WS WATER STOP

WSCT WAINSCOT

WT WEIGHT

WWHP WATER TO WATER HEAT

PUMP

WWR WELDED WIRE

REINFORCEMENT

X

XHCI EXTRA HEAVY CAST IRON

Y

YD YARD DRAIN, YARD

B

A

A

B

REMOVE ROOFING PLYWOOD AND ASBESTOS CONTAINING

ICE & WATER MEMBRANE

REMOVE ASBESTOS CONTAINING ROOFING MASTIC FROM

WITHIN ABANDONED YANKEE GUTTER SYSTEM

REMOVE LEAD CONTAINING RAILING/TRIM CAULK

Legend

A

B

1. CONTRACTOR PERFORMING ANY AND ALL ASBESTOS ABATEMENT

WORK SHALL BE A NYSDOL LICENSED ASBESTOS CONTRACTOR.

2. PERFORM ALL WORK IN ACCORDANCE WITH SPECIFICATION

SECTION 02 82 00 - ASBESTOS ABATEMENT.

3. ASBESTOS CONTAINING MATERIALS SHALL BE ABATED IN

ACCORDANCE WITH THE DRAWINGS AND SECTION 02 82 00 PRIOR

TO ANY GENERAL DEMOLITION WORK THAT COULD DISTURB THOSE

MATERIALS.

4. DO NOT SCALE DRAWINGS.

5. COORDINATE ALL WORK WITH OTHER CONTRACTORS.

6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL

VARIANCES FROM INDUSTRIAL CODE RULE 56, WHICH ARE DESIRED

OR NECESSARY TO PERFORM THE WORK.

7. REMOVE ALL ABATED MATERIALS FROM THE WORK AREA AND /OR

BUILDING IN SEALED BAGS, DRUMS OR PLASTIC SHEETING.

Asbestos Abatement General Notes

1. EACH PRIME CONTRACTOR IS RESPONSIBLE FOR THEIR OWN WORK

WHICH WILL DISTURB LEAD PAINTED OR CONTAINING MATERIALS IN

AN AUXILLARY MANNER. CONTRACTOR RESPONSIBLE FOR

ABATEMENT SHALL BE RESPONSIBLE FOR ALL LEAD WORK

EXPLICITLY INDICATED HEREIN.

2. ALL PAINTED SURFACES ARE PRESUMED TO HAVE LEAD-BASED

PAINT.

3. PERFORM ALL WORK THAT WILL DISTURB LEAD-BASED PAINT IN

ACCORDANCE WITH SECTION 02 83 00 - LEAD-SAFE WORK

PRACTICES.

Lead Safe Work Practices

1. PLYWOOD SUBSTRATE LOCATED BENEATH THE METAL ROOF

SYSTEM IS LAMINATED WITH ASBESTOS CONTAINING ASPHALT ICE &

WATER SHIELD MEMBRANE. MEMBRANE IS PRESENT AT THE LOW

ENDS AND IS ASSUMED TO EXTEND FULL HEIGHT OF THE ENTIRE

SLOPED ROOF.

2. ICE & WATER MEMBRANE IS NON-FRIABLE IN ITS OBSERVED

CURRENT CONDITION AND ADHERED TO THE PLYWOOD SUBSTRATE.

AT ALL LOCATIONS OF ACM ICE & WATER MEMBRANE, REMOVE

MEMBRANE AND PLYWOOD. DISPOSE OF MEMBRANE AND PLYWOOD

AS NON-FRIABLE ASBESTOS CONTAINING MATERIAL.

3. AT THE LOW END OF THE SLOPED ROOF, AN OLD YANKEE GUTTER

SYSTEM IS CONCEALED BENEATH THE EXISTING ROOF AND

PLYWOOD. THE YANKEE GUTTER IS LINED WITH SHEET METAL. AT

THE TOP EDGE OF THE SHEET METAL/GUTTER, ASBESTOS

CONTAINING ROOFING MASTIC IS PRESENT. REMOVE ALL ROOFING

MASTIC FROM THE YANKEE GUTTER.

4. PERFORM WORK IN ACCORDANCE WITH CODE RULE 56-11.6 AND

SPECIFICATION SECTION 028200 - ASBESTOS ABATEMENT.

Roof System Abatement Notes

1. IN INDICATED AREAS, CAULKING ASSOCIATED WITH THE WOOD

RAILINGS/TRIM IS LEAD CONTAINING. NOT ALL RAILINGS/TRIM ARE

SCHEDULED FOR REMOVAL. REMOVE ALL CAULKING ASSOCIATED

WITH ALL RAILINGS/TRIM IN INDICATED AREAS AND DISPOSE OF AS

LEAD CONTAINING.

2. CAREFULLY REMOVE CAULKING FROM SUBSTRATE. SOME

SUBSTRATES ARE SCHEDULED TO REMAIN.

Railing/Trim Caulk Abatement Notes

N

Date:Drawn By: Drawing Number:

Project No.:

A B

C D

E F

G H

I J

K L

M N

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A B

C D

E F

G H

I J

K L

M N

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

CLEAR SOLUTIONS

complex world

Key Plan N.T.S.

It is a v io la tio n of th e Ed uc at io n

La w o f t he S ta te o f N ew Y or k fo r a ny p er so n to a lte r o r m od ify th is d oc um en t i n an y w ay u nl es s ac tin g un de r t he d ire ct io n of a li ce ns ed a rc hi te ct

123174-23001.9 AH100

August 26, 2026

Abatement Plan

TJT

Tompkins County Ithaca, NY

Daniel D. Tompkins Roof Project Alterations to:

1/4" = 1'-0"1 Abatement Plan

Rev. No.: Date: Description:

AA200

AA200

AA200

AA200

SV

RH

30" +/-

36" +/-

36" +/-

30" +/-

LO

HI

ST

R

U

SL

O

PE

/1

VI

F

ST

R

U

SL

O

PE

/1

VI

F

LO

HI

HI

LO

HI LO

LO HI

HI

LO

HI LO

LO HIHI LO

W

4TYP

T

1/4"/FT

T 1/

4" /F

T T

1/ 4"

/F T

T

1/4"/FT

10TYP

TYP

TYP

AT FLOOR

BELOW

ROOF, VIF

RS-3

RS-1

RS-2

RS-2

ST

R

U

SL

O

PE

/1

VI

F

16 19

16TYP

TYP

TYP

AA190

AA190

AA190

AA191

AA191

AA191

AA191

RS-3

AA190

+1"+1"

+3" (VIF)

+1"

+1"

AA191

ST

R

U

SL

O

PE

/1

VI

F

PROVIDE 1" EXPANSION JOINT

BETWEEN MEMBRANE AND METAL

ROOF SNOW GUARD SYSTEMS

INTEGRAL

GUTTER

AA191

AA191

AA191

C O

N T

FA

SC

IA

F

R O

M R

ID

G

E

TO

W

AL

L

AA191TYP

VENT PIPE PENETRATION (VERIFY DIMENSIONS IN FIELD) REMOVE

EXISTING FLASHINGS. SEE DETAIL .

REMOVE EXISTING ROOF HATCH. PROVIDE ROOF HATCH AND

SAFETY RAIL SYSTEM. APPROXIMATE DIMENSION INDICATED ON

PLAN (VERIFY DIMENSIONS IN FIELD). SEE DETAIL .

PROVIDE ADHERED WALKWAY PADS. SEE DETAIL .

PROVIDE MEMBRANE BASE FLASHING, COPPER COUNTER FLASHING

AND SEALANT. SEE DETAIL .

PROVIDE ½”/FT TAPERED INSULATION CRICKET

REMOVE TWO EXISTING WOOD LADDERS AT BOTTOM AND TOP

LEVELS (MIDDLE LEVEL WOOD LADDER IS TO REMAIN). PROVIDE

TWO ALUMINUM LADDERS, BOTTOM LEVEL LADDER LENGTH

APPROX 8'-8" AND TOP LEVEL LADDER LENGTH APPROX 8'-0" (VERIFY

DIMENSIONS IN FIELD). SEE DETAIL . REVERSE SWING OF

EXISTING FLOOR HATCH TO SWING UPWARD AWAY FROM LADDER

(VERIFY IN FIELD).

PROVIDE ¾” FIRE-RETARDANT-TREATED, TONGUE AND GROOVE,

PLYWOOD SUBFLOOR OVERLAY, MECHANICALLY ATTACHED TO

EXISTING FLOOR PLANKS TO REMAIN AT HIGHEST FLOOR LEVEL,

APPROX 10’-0" X 10’-0" (VERIFY DIMENSIONS IN FIELD).

EXISTING WOOD RAILINGS TO REMAIN. REMOVE EXISTING WOOD

SUPPORTS BETWEEN BOTTOM OF RAILING AND ROOF. SAVE,

MODIFY HEIGHT AND REINSTALL WITH MEMBRANE SLIP-SHEET

BETWEEN BOTTOM OF SUPPORT AND ROOF MEMBRANE. PREPARE,

PRIME AND PAINT ALL SURFACES OF RAILINGS WITH HPC (VERIFY

LOCATIONS AND DIMENSIONS IN FIELD).

PROVIDE FABRICATED COPPER COPING CAPS AT EXISTING WOOD

RAILINGS. MECHANICALLY ATTACH AND SEAL AT END CONDITIONS

(VERIFY DIMENSIONS IN FIELD) SEE DETAIL .

PROVIDE FABRICATED COPPER CAPS AT EXISTING MASONRY

POSTS/PIERS. MECHANICALLY ATTACH (VERIFY DIMENSIONS IN

FIELD) SEE DETAIL .

PROVIDE COPPER DRIP-EDGE FASCIA. REPLACE DAMAGED/ROTTED

WOOD FASCIA AND SUB FASCIA, PREPARE, PRIME AND PAINT WITH

HPC (VERIFY DIMENSIONS IN FIELD) SEE DETAIL AND

EXTERIOR ELEVATION DRAWINGS.

PROVIDE CONTINUOUS SNOW GUARD SYSTEM. SEE DETAIL

DISCONNECT EXISTING DUCTWORK AND CONTROL WIRING.

REMOVE EXISTING SMOKE/HEAT VENT HATCH. PROVIDE

SMOKE/HEAT VENT HATCH, APPROXIMATE DIMENSIONS INDICATED

ON PLAN (VERIFY DIMENSIONS IN FIELD). PROVIDE

FLASHING/DIVERTER INTEGRAL TO METAL PANEL ROOF SYSTEM

PROFILE (VERIFY WITH ROOF PANEL MANUFACTURER), RECONNECT

EXISTING DUCTWORK AND CONTROL WIRING (VERIFY EXISTING

CONDITIONS IN FIELD) SEE DETAIL .

PROVIDE RADIUS METAL ROOF PANEL TO FOLLOW CURVED PROFILE

OF SUBSTRATE (VERIFY IN FIELD).

PROVIDE CONTINUOUS GUTTER AND DOWNSPOUTS. SEE DETAIL

AND EXTERIOR ELEVATION DRAWINGS.

EXISTING OCTAGONAL TOWER METAL ROOF TO REMAIN, PREPARE,

PRIME AND PAINT WITH HPC TO MATCH COLOR OF MAIN ROOF

METAL ROOF PANEL SYSTEM. SEE EXTERIOR ELEVATION

DRAWINGS.

PROVIDE METAL DRIP-EDGE FASCIA INTEGRAL TO METAL ROOF

PANEL SYSTEM. REPLACE DAMAGED/ROTTED WOOD FASCIA AND

SUB FASCIA, PREPARE, PRIME AND PAINT WITH HPC (VERIFY

DIMENSIONS IN FIELD) SEE DETAIL AND EXTERIOR

ELEVATION DRAWINGS.

PROVIDE RIDGE CAP TO MATCH METAL ROOF PANEL. SEE DETAIL

REMOVE EXISTING FABRICATED METAL DIVERTER. PROVIDE

FABRICATED METAL RAIN DIVERTER TO MATCH TO MATCH EXISTING

PROFILE, DIMENSIONS AND METAL ROOF PANEL FINISH.

PROVIDE METAL BASE FLASHING TO MATCH METAL ROOF PANEL,

COPPER COUNTER FLASHING AND SEALANT. TURN ICE AND WATER

SHIELD WATERPROOF UNDERLAYMENT MEMBRANE VERTICAL TO

TOP OF BASE FLASHING – TYPICAL. SEE DETAIL

PROVIDE 2X4 PTP WOOD BLOCKING RAIN DIVERTER WITH FULLY

ADHERED MEMBRANE AT ALL SURFACES FLASHED INTO ROOF

MEMBRANE. SEE DETAIL

PROVIDE TRANSITION BETWEEN METAL PANEL AND MEMBRANE

ROOF SYSTEMS. SEE DETAIL

EXISTING STAINLESS STEEL RAILING SUPPORT BAR TO REMAIN, TYP

Roof Key Notes

A. THE FOLLOWING CONDITIONS WERE OBSERVED DURING TEST CUT

ANALYSIS. THE CONTRACTOR IS REQUIRED TO VERIFY ALL EXISTING

CONDITIONS AND PROVIDE A COMPLETE REMOVAL OF ALL MATERIALS

ABOVE THE ROOF DECK AT LOCATIONS INDICATED. UNLESS NOTED

OTHERWISE. COORDINATE WITH ABATEMENT DRAWINGS.

B. TYPICAL AT ROOF CUT #1: (AT LOW-SLOPE BELL TOWER)

• AGGREGATE

• 2-PLY BUILT-UP ROOFING CAP SHEET – ADHERED

• 2-PLY BUILT-UP ROOFING BASE SHEET – MECHANICALLY ATTACHED

• ROSIN UNDERLAYMENT SHEET

• T&G WOOD PLANK DECK

C. TYPICAL AT ROOF CUT #2: (AT STEEP-SLOPE MAIN ROOF)

• METAL ROOF PANELS – MECHANICALLY ATTACHED (REMOVE)

• ROSIN PAPER - LOOSE LAID (REMOVE)

• GRANULATED ICE AND WATER SHIELD - ADHERED (REMOVE)

• 3/4" PLYWOOD (REMOVE)

• WOOD FURRING STRIPS (REMOVE)

• ASPHALT SHINGLES (REMOVE)

• ASPHALTIC FELTS (REMOVE)

• 3/4" HORIZONTAL WOOD SLATS (REMOVE)

• 2" TONGUE AND GROOVE WOOD DECK

Existing Conditions Notes

/4 AA191

/3 AA191

/5 AA191

/14 AA191

/7 AA191

/11 AA191

/12 AA191

/2 AA191

/6 AA191

/2 AA191

/10 AA191

/8 AA191

/13 AA191

/8 AA191

/2 AA191

/14 AA191

A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.

B. TAKE FIELD MEASUREMENTS TO FIT THE WORK PROPERLY. VERIFY

ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD.

C. REFER INCONSISTENCIES TO ARCHITECT PRIOR TO COMMENCING

THE WORK IN AFFECTED AREA.

D. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY

SPACE REQUIREMENTS AND DIMENSIONS TO FIT THE WORK

PROPERLY.

E. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILAR

DRAWINGS.

F. DO NOT DISTURB CONSTRUCTION SUSPECTED OF CONTAINING

HAZARDOUS MATERIAL. IF ENCOUNTERED, IMMEDIATELY NOTIFY

ARCHITECT AND OWNER.

General Notes

A. DRAWINGS ARE REPRESENTATIVE, AND MAY NOT EXACTLY INDICATE

ALL FIELD CONDITIONS

B. VERIFY IN FIELD LOCATIONS OF ALL EXISTING ROOF DRAINS AND

PENETRATIONS PRIOR TO FIRST SUBMITTAL OF SHOP DRAWINGS.

C. INSPECT ROOF DECK PRIOR TO ROOFING INSTALLATION. VERIFY

THAT EXISTING MATERIALS ARE SOLID AND SECURE. NOTIFY

ARCHITECT IMMEDIATELY IF DETERIORATED OR LOOSE MATERIALS

ARE DISCOVERED.

D. PROVIDE COMPLETE ROOFING INSTALLATION. REPAIR ALL ITEMS NOT

SCHEDULED FOR WORK THAT ARE DAMAGED DURING ROOFING

WORK.

E. MAINTAIN WATERTIGHT CONDITIONS AT ALL TIMES.

F. PROVIDE ROOFING SYSTEMS AND ALL RELATED COMPONENTS

INDICATED BY THE CONTRACT DOCUMENTS.

G. WORK INCLUDES BUT IS NOT LIMITED TO REMOVAL OF ALL EXISTING

ROOFING MATERIALS UNLESS NOTED OTHERWISE. AT LOW-SLOPE

AREAS INCLUDING AGGREGATE, BUR MEMBRANES, FASTENERS,

FLASHINGS, CANTS, METAL FASCIAS AND FLASHINGS. AT STEEP

SLOPE AREAS INCLUDING METAL ROOF PANELS, SNOWGUARDS,

FASTENERS, UNDERLAYMENTS, TRIMS AND FLASHINGS DOWN TO

ROOF DECK. THOROUGHLY CLEAN ALL EXISTING SUBSTRATES

INCLUDING REMOVAL OF ALL FASTENERS AND ADHESIVES, PREPARE

AS REQUIRED TO ACCEPT ROOFING MATERIALS INDICATED.

H. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS INDICATED FOR

DEMOLITION.

I. REMOVE EXISTING ROOF AND HEAT/SMOKE HATCHES/VENTS.

DISCONNECT, TEMPORARILY SUPPORT AND RECONNECT EXISTING

DUCTWORK AND CONTROL WIRING AT HEAT/SMOKE HATCH/VENT.

VERIFY EXISTING OPENING DIMENSIONS AND PREPARE OPENINGS

PRIOR TO PROVIDING ROOF AND HEAT/SMOKE HATCHES/VENT

INSTALLATIONS.

J. EXTEND ALL EXISTING VENTS AS REQUIRED TO MAINTAIN MINIMUM

18" HEIGHT ABOVE SURFACE OF FINISHED ROOF (VIF).

K. WOOD BLOCKING SHALL BE PRESERVATIVE-TREATED (PTP). ALL

FASTENERS TO BE STAINLESS STEEL SCREW TYPE.

L. REMOVE EXISTING GUTTERS, DOWNSPOUTS AND ATTACHMENT

BRACKETS, HARDWARE AND FASTENERS. BEFORE BEGINNING

CONSTRUCTION, VERIFY ALL ROOF DRAINS ARE CLEAR AND IN

WORKING ORDER. REPORT ANY OBSTRUCTIONS TO ARCHITECT AND

OWNER PRIOR TO BEGINNING REMOVALS. PREPARE SUBSTRATES

PRIOR TO PROVIDING GUTTER AND DOWNSPOUT INSTALLATIONS.

M. SEE EXTERIOR ELEVATION DRAWINGS FOR WORK REQUIRED AT

EXTERIOR BUILDING ELEVATIONS INCLUDING, BUT NOT LIMITED TO:

WOOD REPLACEMENT, RESTORATION, PAINTING AND JOINT AND

CRACK SEALING.

N. SEE STRUCTURAL LOAD NOTES FOR WIND SPEED AND UPLIFT

PRESSURES.

O. COORDINATE ALL REMOVALS WITH HAZARDOUS MATERIAL

DRAWINGS

General Re-Roofing Notes

N

Date:Drawn By: Drawing Number:

Project No.:

A B

C D

E F

G H

I J

K L

M N

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A B

C D

E F

G H

I J

K L

M N

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

CLEAR SOLUTIONS

complex world

Key Plan N.T.S.

It is a v io la tio n of th e Ed uc at io n

La w o f t he S ta te o f N ew Y or k fo r a ny p er so n to a lte r o r m od ify th is d oc um en t i n an y w ay u nl es s ac tin g un de r t he d ire ct io n of a li ce ns ed a rc hi te ct

123174-23001.9 AA190

August 26, 2026

Roof Plan and Photos

TLG

Tompkins County Ithaca, NY

Daniel D. Tompkins Roof Project Alterations to:

1/4" = 1'-0"1 Roof Plan

Roof Legend

AREA OF NO WORK, UNLESS NOTED OTHERWISE

AREA OF TAPERED INSULATION (TYP). SEE ROOF PLAN.

AREA OF TAPERED INSULATION CRICKET

METAL PANEL ROOF SYSTEM

DIRECTION OF DOWNWARD SLOPE OF SLOPED STRUCTURE.

DIRECTION AND DEGREE OF DOWNWARD SLOPE OF TAPERED

INSULATION (MINIMUM 1/4"/FT, TYP AT EXISTING ROOF AREAS

UNO). SEE ROOF PLAN.

TOTAL THICKNESS OF INSULATION INCLUDING COVERBOARD. SEE

ROOF PLAN FOR TAPERED LAYOUTS

ROOF SYSTEM TYPE.

WALKWAY PAD (TYP).

PIPE PENETRATION (TYP).

ROOF HATCH

SMOKE/HEAT VENT HATCH

CONTINUOUS SNOWGUARD

TEST CUT LOCATION, REFER TO EXISTING CONDITIONS NOTES

T 1/4"

+X.X"

W

RS-X

(2011-05) arch-rflgnd

#X

RH

SV

STRU

SLOPE

NTS2 Photo 1 NTS3 Photo 2

NTS4 Photo 3 1/4" = 1'-0"5 Photo 4

CONT UNDERLAYMENT

STANDING SEAM

METAL ROOF SYSTEM

EXISTING WOOD

ROOF DECK

CLEAT

CONT EAVE TRIM

WITH DRIP EDGE,

OVERLAP 1" INTO

GUTTER

EXISTING WOOD ORNAMENTAL FRIEZE

BOARD TRIM, SOFFITS, FASCIAS,

CORNICE AND TRIM. REMOVE EXISTING

DETERIORATED MATERIALS AND

PROVIDE WOOD COMPONENTS TO

MATCH EXISTING PROFILES AND

DIMENSIONS. (TYPICAL AT EAVES)

PREPARE, PRIME AND PAINT ALL

EXPOSED SURFACES WITH HPC. SEE

EXTERIOR ELEVATION DRAWINGS FOR

MORE INFORMATION.

TURN UNDERLAYMENT

DOWN VERTICALLY 3" MIN

CONTINUOUS 6" HALF

ROUND COPPER GUTTER

SYSTEM AND

ACCESSORIES, RADIUS

CIRCLE BRACKET WITH

MOUNTING SHANK PLATE

AND SPRING CLIP.

MECHANICALLY ATTACH

WITH STAINLESS STEEL

LAG BOLTS PER

MANUFACTURE'S

REQUIREMENTS. PROVIDE

COPPER DOWNSPOUT TO

MATCH, WITH CONNECTOR

TO EXISTING DOWNSPOUT

BOOT AT GRADE

CONT SNOWGUARD SYSTEM

ROOF

SYSTEM

RS-2

FASTENER 12" OC

SLIDING ANCHOR

CLIP PER MFR REQ

6" MAX

THIS DETAIL IS TYPICAL AT RS-2,

DETAIL AT RS-3 IS SIMILAR

EXISTING

ABANDONED

INTERNAL

GUTTER TO

REMAIN

COVERED (VIF)

PROVIDE MULTIPLE

LAYERS OF PLYWOOD

AND SHIM AS REQ TO

ACHIEVE RADIUS, VIF

CONT PTP WOOD

BLOCKING, REMOVE EXG

MATERIALS, VERIFY

EXISTING CONDITIONS

AND DIMENSIONS IN FIELD

12" +/-

NOTE - VERIFY ALL SNOWGUARD LOCATIONS

AND ANCHORING WITH SNOWGUARD

MANUFACTURER AND SPECIFICATION.

ROOF

SYSTEM

RS-1

PROVIDE

WALKWAY PADS -

AT ACCESS SIDE

OF ROOF HATCH

INSULATED ROOF HATCH COVER WITH SKYLIGHT DOMES

ROOF INFORMATION DECAL

ADHERED TO INTERIOR FACE

OF ROOF HATCH CURB - TYP

SECURE MEMBRANE FLASHING TO

CURB WITH MECHANICALLY

FASTENED TERM BAR AND SEALANT

FACTORY FABRICATED INSULATED

CURB - FASTEN PER MANUF REQ

LADDER AT LATCH SIDE OF HATCH

SEAMS PER MANUF

PTP WOOD BLOCKING

CONT ISOLATION BARRIER BETWEEN

BLOCKING AND LT GAUGE METAL

EXISTING WOOD STRUCTURE, VIF

PROVIDE 42"

HIGH CURB

MOUNTED FALL

PROTECTION

RAILING

SYSTEM WITH

SELF-CLOSING

GATE

MECHANICALLY

ATTACHED TO

HATCH CURB

ROOF

SYSTEM

RS-1

VENT PIPE (SIZE VARIES,

REMOVE EXISTING FLASHING,

VIF)

STAINLESS STEEL CLAMPING

BAND (CUT OFF EXCESS STRAP)

PRE-MOLDED PIPE BOOT CUT

TO HEIGHT, BUT NO LOWER

THAN LAST REINFORCING RING

(NO WRINKLES OR FOLDS

UNDER CLAMPING RING)

CONT SEALANT

PROVIDE PREFABRICATED

VENT PIPE EXTENSION AT

EXISTING VENT PIPE

SEAMS PER MANUF REQ

VENT PIPE

1'

6"

PROVIDE METAL COLLAR

WHEN REQUIRED BY

ROOF SYSTEM

MANUFACTURER

30" X 30" WALKWAY PAD BY ROOF

MANUFACTURER. SPACE UNITS 1 1/2"

APART FROM EACH OTHER. ADHERE PAD

TO ROOF MEMBRANE PER

MANUFACTURER'S REQUIREMENTS

NOTE: PROVIDE WALKWAY PADS ON ROOF AT ROOF HATCH

ROOF SYSTEM

RS-1

ROOF

SYSTEM

RS-2

CONTINUOUS RIDGE CAP,

SEAM, PER MANF REQ,

FINISH TO MATCH ROOF

ZEE CLOSURE, SEAL AND

FASTEN PER MANF REQ

TAPE SEALANT

SEAL TURNED UP LEG

MIN

2"

MECHANICALLY FASTEN

ROOF PANELS TO

SUBSTRATE PER

MANUFACTURE'S

REQUIREMENTS

MIN

6"

ROOF

SYSTEM

RS-2

FABRICATED CRICKET, FASTEN PER

MANUFACTURER'S REQ FINISH TO

MATCH ROOF

ZEE CLOSURE WITH MODIFIED J-CHANNEL,

SEAL AND FASTEN PER MANUFACTURER'S

REQUIREMENTS

CONTINUOUS CLEAT, FASTENED PER

MANUFACTURER'S REQUIREMENTS

CURB FLASHING, FASTEN PER

MANUFACTURE'S REQUIREMENTS, FINISH TO

MATCH ROOF. SIM AT SIDES OF CURB

CURB FLASHING IS TO

MATCH PROFILE AND

RADIUS/CURVE OF

METAL ROOF PANEL,

VIF

(Sliding)

SELF ADHERING SHEET UNDERLAYMENT

LAP 12" MIN OVER ROOF MEMBRANE

3/4" FIRE-RETARDANT EXTERIOR GRADE

PLYWOOD MECHANICALLY ATTACHED

PER SPECIFIED REQUIREMENTS

STANDING SEAM METAL ROOF SYSTEM,

ATTACH WITH SLIDING CLIP PER MANUF REQ

CONT CLEAT SET IN CONT BED OF SEALANT

SEPARATION PLATE

FULLY ADHERED MEMBRANE PER MANUF REQ.

EXTEND MEMBRANE 12" MIN UP-SLOPE UNDER

SELF ADHERING UNDERLAYMENT MEMBRANE

AND METAL ROOF PANEL

BONDING ADHESIVE

FASTENERS AT 12" OC

ISOLATION BARRIER

2X4 PTP WOOD BLOCKING RAIN

DIVERTER MECHANICALLY

ATTACHED TO ROOF DECK

FULLY ADHERED MEMBRANE AT

ALL SURFACES FLASHED INTO

ROOF MEMBRANE

SEAMS PER MANUF REQ

EXISTING WOOD

DECK, VIF

(with Diverter)

ROOF

SYSTEM

RS-3

ROOF

SYSTEM

RS-2

M

IN

1 1/2"

12" +/-

CONT COPPER TRIM WITH DRIP EDGE,

PATCH TO MATCH EXISTING STUCCO

COLOR AND TEXTURE

CONT SAW-CUT WITH REGLET AND SEALANT

FORMED COPPER COUNTER FLASHING

FULLY ADHERED MEMBRANE FLASHING

WITH TERMINATION BAR AND SEALANT -

FASTEN PER MFR REQ

ROOF

SYSTEM

RS-3

EXISTING WALL

CONSTRUCTION, VIF

SEAMS PER MFR REQ

8" M

IN

, V

IF

NOTE - AT WINDOW LOCATION TERMINATE

FLASHING TO FOLLOW PROFILE OF WINDOW

OPENING, VIF.

DOUBLE SLOPE FORMED

COPPER COPING SYSTEM,

MECHANICALLY FASTEN WITH

CONCEALED CLEATS AND

FASTENERS TO EXISTING

WOOD RAILING CAP

CONT ISOLATION BARRIER

LAP OVER TOP OF

EXISTING RAILING CAP

EXISTING WOOD

RAILING SYSTEM, SEE

EXTERIOR ELEVATION

DRAWINGS FOR MORE

INFORMATION

VIF

9 1/2" +/-

POLYISOCYANURATE ROOF INSULATION: MULTIPLE

LAYERS WITH STAGGERED JOINTS, BEAD ADHERED

TO SUBSTRATE BOARD PER SPECIFIED

REQUIREMENTS. REFER TO ROOF PLANS FOR

INSULATION THICKNESS AND LOCATIONS OF

TAPERED INSULATION

1/2" HIGH DENSITY POLYISOCYANURATE COVER

BOARD: BEAD ADHERED TO INSULATION PER

SPECIFIED REQUIREMENTS

SINGLE-PLY TPO MEMBRANE:

SEAMED AND ADHERED TO COVER BOARD PER

ROOF SYSTEM MANUFACTURER'S REQUIREMENTS

EXISTING WOOD DECK AND STRUCTURE TO REMAIN -

REMOVE ALL EXISTING ROOFING MATERIALS,

BLOCKING AND FASTENERS. CLEAN ROOF DECK OF

ALL DEMOLITION DEBRIS.

UNCONDITIONED 1/4"/FT TAPERED

INSULATION FOR DRAINAGE ONLY RS-1

STANDING SEAM METAL ROOF SYSTEM,

ATTACH PER MANUFACTURER'S

REQUIREMENTS TO ACHIEVE CLASS UL90

WIND UPLIFT RESISTANCE CLASSIFICATION

CONTINUOUS SELF ADHERING SHEET

UNDERLAYMENT AT ALL ROOF AREAS.

TERMINATE VERTICAL 8" MINIMUM AT ALL WALL,

PENETRATION AND EDGE LOCATIONS.

ANCHOR CLIP AND BEARING PLATE SIZED AND

LOCATED AS REQUIRED BY ROOF SYSTEM

MANUFACTURER. MECHANICALLY ATTACHED TO

WOOD DECK.

NOTE:

FASTENERS ARE TO PENETRATE TOP OF DECK ONLY.

LENGTH IS NOT TO PROJECT BEYOND BOTTOM.

EXISTING WOOD DECK AND

STRUCTURE TO REMAIN.

REMOVE ALL EXISTING

ROOFING MATERIALS,

BLOCKING AND FASTENERS,

CLEAN ROOF DECK OF ALL

DEMOLITION DEBRIS

12 +/-, VIF

RS-2

3/4" FIRE-RETARDANT EXTERIOR GRADE

PLYWOOD MECHANICALLY ATTACHED PER

SPECIFIED REQUIREMENTSSINGLE-PLY TPO MEMBRANE:

SEAMED AND ADHERED TO COVER BOARD PER

ROOF SYSTEM MANUFACTURER'S REQUIREMENTS

EXISTING WOOD DECK, VIF

12 +/-, VIF

RS-3

3/4" FIRE-RETARDANT EXTERIOR GRADE

PLYWOOD MECHANICALLY ATTACHED PER

SPECIFIED REQUIREMENTS. PREPARE AND

PRIME AS REQUIRED BY MEMBRANE

MANUFACTURE 5/8" SUBSTRATE BOARD MECHANICALLY ATTACHED

PER SPECIFIED REQUIREMENTS CUT AS REQUIRED

TO FOLLOW PROFILE OF STRUCTURE

EXISTING INSULATION, VIF

EXISTING INSULATION, VIF

VE

R

IF

Y

IN

F

IE

LD

8' -0

CORRUGATED

ALUMINUM RUNGS,

EQUAL SPACES AT

12" OC

ALUMINUM WALL

BRACKET - TYPICAL

ALUMINUM STRINGER

7"

VI

F

1'

0" 6"

1'

0" T

YP

EPOXY ANCHORS

NOTE: - ALL ALUMINUM TO BE MILL FINISH

- ALL OPEN TUBE ENDS TO BE CAPPED/SEALED CLOSED

- VERIFY LADDER HEIGHT IN FIELD PRIOR TO FABRICATION

- ALL JOINTS AND CONNECTIONS TO BE FULLY WELDED

- SEE SPECIFICATION SECTION 05 50 00 FOR MORE

INFORMATION

ALIGN TOP RUNG WITH

TOP OF ROOF SURFACE

1' - 6"

ALIGN TOP OF

SIDERAILS WITH TOP

OF ROOF HATCH CURB

ALUMINUM

BRACKET

ATTACHED TO 2X6

FLOOR SLEEPER

FLOOR

FROM BELL TOWER FLOOR TO ROOF HATCH

1 1/2" MIN. OVERLAP FULLY

ADHERED FIELD MEMBRANE

ON MASONRY, FASTEN TO

BLKG PER MANUF REQ

4-WAY SLOPED FABRICATED

COPPER CAP SYSTEM

(2) LAYERS OF 2X PTP WOOD

BLOCKING ADHERED AND

MECHANICALLY ATTACHED TO

EXISTING MASONRY

CONT ISOLATION BARRIER

LAP OVER TOP AND SIDES

OF MASONRY POST CAP

EXISTING MASONRY POST AND

CAP

VIF

2'-0" +/-

SNOW GUARD

MECHANICALLY

ATTACHED EVERY 16" OC

TO STANDING SEAM

METAL ROOF SEAM PER

MANUFACTURER'S

REQUIREMENTS

ROOF

SYSTEM

RS-2

NOTE - VERIFY ALL SNOW

GUARD LOCATIONS AND

ANCHORING WITH SNOW

GUARD MANUFACTURE

AND SPECIFICATIONS

6"

ROOF

SYSTEM

RS-3

NOTE - VERIFY ALL SNOW GUARD LOCATIONS

AND ANCHORING WITH SNOW GUARD

MANUFACTURER AND SPECIFICATIONS

NOTE - DETAIL IS

EXPLODED FOR CLARITY

STAINLESS STEEL BASE

PLATE AND FASTENERS

EXTRUDED ALUMINUM

BRACKET WITH

STAINLESS STEEL

FASTENERS

CONT TWO PIPE SNOW

GUARD SYSTEM

FULLY ADHERED

MEMBRANE FLASHING

AND SEALANT

CONTINUOUS FULLY

ADHERED FIELD MEMBRANE

WATER CUT-OFF

MASTIC BETWEEN

BRACKET AND

MEMBRANE WITH

CONTINUOUS SEALANT

AT ALL PERIMETERS

CONT COPPER TRIM WITH DRIP EDGE,

PATCH TO MATCH EXISTING STUCCO

COLOR AND TEXTURE

CONT SAW-CUT WITH REGLET AND SEALANT

FORMED COPPER COUNTER FLASHING

FULLY ADHERED MEMBRANE FLASHING

FOLLOWING PROFILE OF INTEGRAL

GUTTER ONTO ADJACENT ROOF SYSTEM

WITH TERMINATION BAR AND SEALANT -

FASTEN PER MFR REQ

ROOF

SYSTEM

RS-3

EXISTING WALL

CONSTRUCTION, VIF

SEAMS PER MFR REQ

ROOF SYSTEM MEMBRANE

OVER FORMED 22 GAUGE

GALVALUME METAL INTEGRAL

GUTTER, TO MATCH EXISTING,

SLOPED TO NORTH, FASTEN

TO EXISTING WOOD DECK AND

SUBSTRATE.

PTP WOOD

BLOCKING AND

PLYWOOD AS

REQUIRED

EXISTING WOOD

STRUCTURE, VIF

8" M

IN

, V

IF

VE

R

IF

Y

IN

F

IE

LD

8' -8

CORRUGATED

ALUMINUM RUNGS,

EQUAL SPACES AT

12" OC

ALUMINUM WALL

BRACKET - TYPICAL

ALUMINUM STRINGER

3"

8" 4'

0"

M

AX

7"

8" 6"

1'

0" T

YP

EPOXY ANCHORS, TYP

NOTE: -ALL ALUMINUM TO BE MILL FINISH

-ALL OPEN TUBE ENDS TO BE CAPPED/SEALED CLOSED

-VERIFY LADDER HEIGHT IN FIELD PRIOR TO FABRICATION

- ALL JOINTS AND CONNECTIONS TO BE FULLY WELDED

- SEE SPECIFICATION SECTION 05 50 00 FOR MORE

INFORMATION

ALIGN TOP RUNG WITH

HIGHPOINT OF LANDING

1' - 5 15/16"

FROM TOP OF STAIR TO BELL TOWER FLOOR

VI

F

EX

TE

R

IO

R W

AL

L VI

F

C M

U O

R C

FM

F

CUT AND SMOOTH GRIND

EXCESS LENGTH FLUSH WITH

NUT, TYP

3/8" SS THREADED ROD AND

SS WASHER, CHEMICAL

ANCHOR WITH SS SCREEN

TUBE FOR HOLLOW MASONRY

EMBED 3 3/8"

ISOLATION BARRIER

MEMBRANE, TYP

LADDER OR STEPS

BRACKET

VERIFY EXISTING

CONDITIONS IN FIELD

EXISTING STUCCO

COATING, VIF

EXISTING BRICK

WALL, VIF

URETHANE SEALANT, COLOR TO MATCH

EXISTING ADJACENT STUCCO FINISH.

BROADCAST SILICA SAND INTO THE APPLIED

SEALANT IMMEDIATELY AFTER TOOLING TO

ACHIEVE A ROUGHENED TEXTURE.

BOND BREAKER (BACKER ROD OR

TAPE, PER SEALANT MFR REQ

ROOF

SYSTEM

RS-2

CONT GABLE TRIM AND

CLEAT WITH DRIP EDGE,

PER MANF REQ

CLOSURE, PER MANF REQ

EXG DECORATIVE

FASCIA BOARD, VIF,

SEE EXTERIOR

ELEVATION

DRAWINGS FOR

MORE INFORMATION

ROOF

SYSTEM

RS-3

CONT GABLE TRIM AND CLEAT

WITH DRIP EDGE, PER MANF REQ

CLOSURE, PER

MANF REQ

EXG DECORATIVE

FASCIA BOARD, VIF,

SEE EXTERIOR

ELEVATION

DRAWINGS FOR

MORE INFORMATION

LAP MEMBRANE OVER

ROOF EDGE

CONT SEALANT

ROOF

SYSTEM

RS-1

CONT FUESED FASCIA

TRIM WITH DRIP EDGE,

FASTEN PER MFR REQ

SEAM, PER MANF REQ

EXG DECORATIVE

FASCIA BOARD, VIF,

SEE EXTERIOR

ELEVATION

DRAWINGS FOR

MORE INFORMATION

LAP MEMBRANE OVER

ROOF EDGE

2X6 PTP WOOD

BLOCKING LAYERS AS

REQUIRED TO MATCH

INSULATION

THICKNESS, SEE PLAN

OVERLAP MEMBRANE AND

FASCIA TRIM 1 1/2" ON EXISTING

FASCIA BOARD AND FASTEN PER

MFR REQ

Date:Drawn By: Drawing Number:

Project No.:

A B

C D

E F

G H

I J

K L

M N

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A B

C D

E F

G H

I J

K L

M N

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

CLEAR SOLUTIONS

complex world

It is a v io la tio n of th e Ed uc at io n

La w o f t he S ta te o f N ew Y or k fo r a ny p er so n to a lte r o r m od ify th is d oc um en t i n an y w ay u nl es s ac tin g un de r t he d ire ct io n of a li ce ns ed a rc hi te ct

123174-23001.9 AA191

August 26, 2026

Details

TLG

Tompkins County Ithaca, NY

Daniel D. Tompkins Roof Project Alterations to:

1 1/2" = 1'-0"2 Eave Detail (Sliding)

1 1/2" = 1'-0"3 Roof Hatch Curb Detail

1 1/2" = 1'-0"4 Roof Vent Pipe Detail

1 1/2" = 1'-0"5 Walkway Pad Detail

1 1/2" = 1'-0"10 Ridge Detail (Fixed)

1 1/2" = 1'-0"6 Smoke/Heat Vent Hatch Flashing Detail

1 1/2" = 1'-0"8 Roof System Transition Detail (Sliding)

1 1/2" = 1'-0"14 Base Flashing Detail

3" = 1'-0"11 Railing Coping Cap Detail

1 1/2" = 1'-0"1 Roof System Details

3/4" = 1'-0"7 Clear Span Aluminum Ladder Detail

1 1/2" = 1'-0"12 Masonry Cap Detail

3" = 1'-0"13 Snow Guard Detail at Metal Roof System

1 1/2" = 1'-0"9

Snow Guard Detail at Membrane Roof System

1 1/2" = 1'-0"15

Base Flashing Detail At Integral Slopped Gutter

3/4" = 1'-0"16 Wall Mounted Aluminum Ladder Detail

1 1/2" = 1'-0"17

Typical Aluminum Ladder Attachment Detail

NTS18 Stucco Crack Repair Detail

1 1/2" = 1'-0"19 Gable Detail at Metal Roof System

1 1/2" = 1'-0"20 Gable Detail at Membrane Roof System

1 1/2" = 1'-0"21 Roof Edge detail

9 TYP ALL 4 SIDES

2 2 2 2

5 5 5 5 5

10 TYP

9 TYP ALL 4 SIDES

5 56

2 2 2 2

3 3

5 5 5 5 5 5

12 12

PARTIAL EAST ELEVATION AT

BELL TOWER IS HIDDEN.

NOTES AT SOUTH, WEST, AND

NORTH ELEVATIONS ARE

TYPICAL AT EAST ELEVATION.

9TYP ALL 4 SIDES

10TYP

A. NOTES DESCRIBED ON ONE ELEVATION APPLY TO ALL ELEVATIONS,

TYPICAL UNLESS OTHERWISE NOTED.

General Elevation Notes

A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.

B. TAKE FIELD MEASUREMENTS TO FIT THE WORK PROPERLY. VERIFY

ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD.

C. REFER INCONSISTENCIES TO ARCHITECT PRIOR TO COMMENCING

THE WORK IN AFFECTED AREA.

D. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY

SPACE REQUIREMENTS AND DIMENSIONS TO FIT THE WORK

PROPERLY.

E. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILAR

DRAWINGS.

F. DO NOT DISTURB CONSTRUCTION SUSPECTED OF CONTAINING

HAZARDOUS MATERIAL. IF ENCOUNTERED, IMMEDIATELY NOTIFY

ARCHITECT AND OWNER.

General Notes

PROVIDE CONTINUOUS GUTTER AT LOCATIONS OF EXISTING

REMOVED GUTTERS.

PROVIDE DOWNSPOUT AND REQUIRED OFFSETS AND STAND-

OFF BRACKETS AND TRANSITION CONNECTED TO EXISTING

STORM SEWER AT LOCATIONS OF EXISTING REMOVED

DOWNSPOUTS. PROVIDE DOWNSPOUT CONNECTOR WITH

OVERFLOW PROTECTION. PREPARE, PRIME, AND PAINT EXPOSED

SURFACES OF EXISTING STORM SEWER PIPE BLACK.

PREPARE, PRIME AND PAINT WITH HPC EXISTING WOOD

ORNAMENTAL FRIEZE BOARD TRIM, SOFFITS AND FASCIAS AND

RAILINGS (TYPICAL AT GABLES, THREE OCTAGONAL TOWERS

AND BELL TOWER).

EXISTING WOOD ORNAMENTAL FRIEZE BOARD TRIM, SOFFITS,

FASCIAS, CORNICE AND TRIM. REMOVE EXISTING DETERIORATED

MATERIALS AND PROVIDE WOOD COMPONENTS TO MATCH

EXISTING PROFILES AND DIMENSIONS. PREPARE, PRIME AND

PAINT ALL EXPOSED SURFACES WITH HPC (TYPICAL AT EAVES).

SEE KEY NOTE 14 ON ELEVATIONS FOR SPECIFIC AREAS

IDENTIFIED FOR REPLACEMENT. INSPECT ALL AREAS IN FIELD.

SEE PHOTOS AND .

REPAIR/RESTORE, PREPARE, PRIME AND PAINT WITH HPC, AND

SEAL PERIMETERS, AT EXISTING WOOD ORNAMENTAL ½ ROUND

PENDANTS (TYPICAL AT FIRST FLOOR WINDOW AND DOOR HEAD

END CONDITIONS). SEE PHOTO

REPAIR/RESTORE, PREPARE, PRIME AND PAINT WITH HPC, AND

SEAL PERIMETERS, AT EXISTING WOOD ORNAMENTAL DOOR

FRAME (TYPICAL AT NORTH AND SOUTH DOORS). SEE PHOTOS

AND

REMOVE EXISTING STEEL ORNAMENTAL GRILLE AND SIGN OVER

DOOR, PREPARE, PRIME AND PAINT WITH HPC AND REINSTALL

AFTER COMPLETION OF WORK. SEE PHOTO

EXISTING ANNUNCIATOR AND/OR SECURITY CAMERA TO REMAIN.

PROTECT FROM DAMAGE.

REMOVE EXISTING NYLON MESH AT INTERIOR OF (FOUR)

EXISTING LOUVERS (APPROX. 6’-0" X 16’-0" +/-, VERIFY

DIMENSIONS IN FIELD). PROVIDE 19GA GALVANIZED STEEL WIRE

MESH WITH 1/2" SQUARE OPENING. LAP A MINIMUM 6 INCHES.

MECHANICALLY ATTACHED AT INTERIOR TO COVER ENTIRE

LOUVER OPENINGS WITH NO VOIDS.

PROVIDE FABRICATED COPPER CAPS. SEE ROOF PLAN.

PROVIDE METAL ROOF SYSTEM AND SNOWGUARDS. SEE ROOF

PLAN.

PREPARE, PRIME AND PAINT WITH HPC TO MATCH COLOR OF

MAIN ROOF METAL ROOF PANELS. SEE ROOF PLAN.

EXISTING CRACK, SEAL. SEE DETAIL

AREA OF DETERIORATED MATERIAL REMOVAL AND

REPLACEMENT, VIF. SEE ELEVATION KEY NOTE 4.

Elevation Key Notes

/5 AA200 /6 AA200

/7 AA200

/8 AA200

/8 AA200 /9 AA200

13 /18 AA191

N

Date:Drawn By: Drawing Number:

Project No.:

A B

C D

E F

G H

I J

K L

M N

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A B

C D

E F

G H

I J

K L

M N

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

CLEAR SOLUTIONS

complex world

Key Plan N.T.S.

It is a v io la tio n of th e Ed uc at io n

La w o f t he S ta te o f N ew Y or k fo r a ny p er so n to a lte r o r m od ify th is d oc um en t i n an y w ay u nl es s ac tin g un de r t he d ire ct io n of a li ce ns ed a rc hi te ct

123174-23001.9 AA200

August 26, 2026

Exterior Elevations and Photos

TLG

Tompkins County Ithaca, NY

Daniel D. Tompkins Roof Project Alterations to:

1/8" = 1'-0"1 West Elevation 1/8" = 1'-0"3 North Elevation

1/8" = 1'-0"4 East Elevation 1/8" = 1'-0"2 South Elevation

NTS5 Photo 5

NTS6 Photo 6

NTS7 Photo 7

NTS8 Photo 8

NTS9 Photo 9