AnimalShelter_DrawingsADD5_260623.pdf

BUILDING SECTION

BUILDING ELEVATION

SHEET WHERE DETAIL APPEARS

DETAIL NUMBER

DOOR TAG

SPACE NUMBER / NAME

INTERIOR ELEVATION REFERENCE

DETAIL REFERENCE

WALL SECTION

AX.X

WINDOW TAG

VERTICAL DATUM POINT

X

1.01

REVISION CLOUD/ ADDENDUM

AX.X

X

AX.X

X

AX.X

X

ELEVATION

0' - 0"

SYMBOL DESCRIPTION REMARKS

ROOM NAME

W1 WALL TYPE TAG

SEE WINDOW SCHEDULE

SEE DOOR SCHEDULE

SEE FINISH SCHEDULE AND SPECIFICATIONS

SEE FLOOR PLAN LEGEND AND SPECIFICATIONS

SEE EXTERIOR ELEVATIONS

SEE BUILDING SECTIONS

SEE WALL SECTIONS

AX.X

X

SEE DETAILS

AX.X

X

SEE INTERIOR ELEVATIONS

WORK HAS BEEN MODIFIED SINCE PREVIOUS RELEASE

- REVIEW ALL DRAWING SHEETS IN SET -

AR.01 KEYNOTE TAG SEE KEYNOTE SCHEDULE

GYPSUM WALLBOARD

CONCRETE

GRAVEL

EARTH

STONE

STEEL OR OTHER MTLS

PLASTER FINISH

CONT ROUGH WOOD FRAMING

NOT CONT WOOD BLOCKING

PLYWOOD

FINISH WOOD

BATT INSULATION

RIGID INSULATION

CELLULOSE INSULATION

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

ABBREVIATIONS

MATERIAL SYMBOL LEGEND

DRAWING SYMBOL LEGEND

@ AT

A/C AIR CONDITIONING ACCESS

AB ANCHOR BOLT

ABV ABOVE

AC ACOUSTICAL

ACC ACCESS

ACFL ACCESS FLOOR

ACP ACOUSTICAL CEILING PANEL

ACR ACRYLIC PLASTER

ACT ACOUSTICAL TILE

AD AREA DRAIN

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE

ADJT ADJACENT

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANC ANCHORAGE

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE

APT APARTMENT

ARCH ARCHITECTURAL

ASB ASBESTOS

ASC ABOVE SUSPENDING CEILING

ASPH ASPHALT

AT ASPHALT TILE

AUTO AUTOMATIC

AV AUDIO VISUAL

AWP ACOUSTICAL WALL PANEL

BBD BULLETIN BOARD

BBR BASEBOARD RADIATION

BD BOARD

BEL BELOW

BIT BITUMINOUS

BJT BED JOINT

BLDG BUILDING

BLK(G) BLOCKING

BLST BLUESTONE

BM BEAM

BMK BENCH MARK

BO BY OWNER

BOT BOTTOM

BP BACK PLASTERED

BPL BEARING PLATE

BRK BRICK

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOF

BVL BEVELED

BW BOTH WAYS

CAB CABINET

CAD CADMIUM

CB CATCH BASIN

CEM CEMENT

CF CUBIC FOOT

CFL COUNTERFLASHING

CG CORNER GUARD

CHAM CHAMFER

CHBD CHALKBOARD

CHT CEILING HEIGHT

CI CAST IRON

CIPC CAST-IN-PLACE CONCRETE

CIR CIRCLE

CIRC CIRCUMFERENCE

CJT CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLK(G) CAULK(ING)

CLL CONTRACT LIMIT LINE

CLR CLEAR

CLS CLOSURE

CMT CERAMIC MOSAIC TILE

CMU CERAMIC MASONRY UNIT

COL COLUMN

COMB COMBINATION

COMP COMPRESS(ED)(ION)(IBLE)

COMPO COMPOSITE, COMPOSTION

COMPT COMPARTMENT

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COR CORRUGATED

CORR CORRIDOR

CPG COPING

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PROJECT NAME AND ADDRESS

DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1/8" = 1'-0"

C

U s e rs \m k o p s \D o c u m e n ts

\2

-1

-2 A n im a l S h e lt e r R

M

K o p s .r vt

4/10/2026

21-120-25

ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK

COVER SHEET

CS

BID SET

General Information

CS COVER SHEET

Removals

R1.1 REMOVAL PLAN

Architectural

A0.1 CODE SHEET

A0.2 PARTITION TYPES AND LINTELS

A1.1 FLOOR PLAN

A1.2 ROOF PLAN AND SPECIFICATIONS

A2.1 REFLECTED CEILING PLAN

A3.0 EXTERIOR ELEVATIONS, BUILDING SECTION,

AND SPECIFICATIONS

A4.1 WALL SECTIONS

A4.2 WALL SECTIONS

A5.0 ROOF AND SIDEWALK DETAILS

DRAWING LIST

CPR COPPER

CPT CARPET

CR CHROMIUM PLATED

CRG CROSS GRAIN

CRS COURSE(S)

CS COUNTERSINK

CSMT CASEMENT

CST CAST STONE

CT CERAMIC TILE

CTHK COATHOOK

CTR COUNTER

CTSK COUNTERSUNK SCREW

CX CONNECTION

CY CUBIC YARD

D DRAIN

DA DOUBLEACTING

DEM DEMOLISH, DEMOLITION

DEP DEPRESSED

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIAG DIAGONAL

DIAM DIAMETER

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DP DAMPROOFING

DPL DISPOSAL

DPR DISPENSER

DR DOOR

DRB DRAINBOARD

DS DOWNSPOUT

DT DRAIN TILE

DTA DOVETAIL ANCHOR

DTS DOVETAIL ANCHOR SLOT

DW DISHWASHER

DWG DRAWING

DWR DRAWER

DWTR DUMBWAITER

(E) EXISTING

E EAST

EA EACH

EB EXPANSION BOLT

EF EXHAUST FAN

EJT EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EPBD ELECTRIC PANELBOARD

EPS EXTERIOR PAINT SYSTEM

EQ EQUAL

EQPT EQUIPMENT

ESCL ESCALATOR

ESTM ESTIMATE

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXCA EXCAVATE

EXG EXISTING

EXH EXHAUST

EXMP EXPANDED METAL PLATE

EXP EXPOSED

EXS EXTRA STRONG

EXT EXTERIOR

FA FIRE ALARM

FAI FRESH AIR INTAKE

FAS FASTENER

FB FACE BRICK

FBD FIBERBOARD

FBO FURNISHED BY OTHERS

FBRK FIRE BRICK

FD FLOOR DRAIN

FE-1 FIRE EXTINGUISHER - TYPE

FEC-1 FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FFE FINISHED FLOOR ELEVATION

FFL FINISHED FLOOR LINE

FG FIXED GLASS

FGL FIBERGLASS

FHMS FLATHEAD MACHINE SCREW

FHS FIRE HOSE STATION

FHWS FLATHEAD WOOD SCREW

FIN FINISH(ED)

FIXT FIXTURE

FJT FLUSH JOINT

FLCO FLOOR CLEANOUT

FLG FLASHING

FLR FLOOR

FLUR FLUORESCENT

FLX FLEXIBLE

FN FENCE

FNDN FOUNDATION

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FP FIRE PROTECTION

FP(G) FIREPROOF(ING)

FPL FLOOR PLATE

FR FRAME(D)(ED)

FRC FIRE-RESISTANT COATING

FRGD FORGED

FRPL FIREPLACE

FRT FIRE RETARDANT TREATED

FS FULL SIZE

FTG FOOTING

FURR FURRED, FURRING

FUT FUTURE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GF GROUND FACE

GI GALVANIZED IRON

GKT GASKET

GL GLASS, GLAZING

GLB GLASS BLOCK

GLF GLASS FIBER

GP GALVANIZED PIPE

GPL GYPSUM LATH

GPPL GYPSUM PLASTER

GPT GYPSUM TILE

GRD GRADE, GRADING

GRN GRANITE

GRPG GLASS REINFORCED POLYMERIZED

GYPSUM

GSS GALVANIZED SHEET STEEL

GST GLAZED STRUCTURAL TILE

GT GROUT

GVL GRAVEL

GWB GYPSUM WALLBOARD

GYP GYPSUM

H/C HANDICAP(PED)

HB HOSE BIB

HBD HARDBOARD

HC HOLLOW CORE

HD HEAVY DUTY

HDNR HARDNER

HDR HEADER

HDWR HARDWARE

HES HIGH EARLY STRENGTH CEMENT

HH HANDHOLE

HJT HEADJOINT

HK(S) HOOK(S)

HM HOLLOW METAL

HORZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HWD HARDWOOD

HWH HOT WATER HEATER

HX HEXAGONAL

ID INSIDE DIAMETER

ILK INTERLOCK

INCIN INCINERATOR

INCL INCLUDE(D), INCLUDING

INS INSULATE, INSULATION

INSC INSULATING, INSULATION

INSF INSULATING FILL

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IPS INTERIOR PAINT SYSTEM

JC JANITOR CLOSET

JF JOINT FILLER

JST JOIST

JT JOINT

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L LENGTH

LAB LABORATORY

LAD LADDER

LAM LAMINATE (D)

LAV LAVATORY

LB LAG BOLT

LBL LABEL

LC LIGHT CONTROL

LCC LEAD COATED COPPER

LF LINEAR FOOT

LH LEFT HAND

LL LIVE LOAD

LMS LIMESTONE

LPT LOW POINT

LT LIGHT

LTL LINTEL

LVR LOUVER

LW LIGHT WEIGHT

LWC LIGHT WEIGHT CONCRETE

LWF LIGHT WEIGHT FILL

M METER(S)

MAS MASONRY

MAX MAXIMUM

MB MACHINE BOLT

MBR MEMBER

MC MEDICINE CABINET

MECH MECHANICAL

MED MEDIUM

MEP MECHANICAL ELECTRICAL AND PLUMBING

MET METAL

MFD METAL FLOOR DECKING

MFR MANUFACTURER

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING, MOULDING

MM MILLIMETER(S)

MMA MISC METAL ACCESSORY

MO MASONRY OPENING

MOD MODEL

MODU MODULAR

MOV MOVABLE

MR MOP RECEPTOR

MR GWB MOISTURE RESISTANT GWB

MT(D) MOUNT(ED)

MTHR METAL THRESHOLD

MTL MATERIAL

MULL MULLION

MWK MILLWORK

N NORTH

NAT NATURAL

NCX NONCOMBUSTIBLE EXTERIOR

NGVD NATIONAL GEOGRAPHICAL VERTICAL DATA

NI NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

NNT NONMETALLIC

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COFFICIENT

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OJ OPEN-WEB JOIST(S)

OP OPAQUE

OPN OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPS OPPOSITE SURFACE

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PE PORCELAIN ENAMEL

PERF PERFORATED(D)

PERI PERIMETER

PFB PREFABRICATED

PG PLATE GLASS

PK PARKING

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLF POUNDS PER LINEAR FOOT

PLT PLATE

PNL PANEL

PNT(D) PAINT(ED)

POLY POLYETHYLENE

PR PAIR

PRF PREFORMED

PRN PREFINISH

PSC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTC POST TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTOR

PVC POLYVINYL CHLORIDE

PVG PAVING

PVMT PAVEMENT

PWD PLYWOOD

QT QUARREY TILE

R RISER

RA RETURN AIR

RAD RADIUS

RAG RETURN AIR GRILLE

RAI REMOTE ALARM INDICATOR

RB RUBBER BASE

RBS RUBBLE STONE

RBT RABBET

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

RE REINFORCE(D), REINFORCING

REF REFERENCE

REG REGISTER

REM REMOVE

REQD REQUIRED

REQMT(S) REQUIREMENTS

RES RESILIENT

RET RETURN

RETG RETAINING

REV REVISION

RFG ROOFING

RFH ROOF HATCH

RFL REFLECT(ED)(IVE)(OR)

RH RIGHT HAND

RL RAIL(ING)

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RT RUBBER TILE

RTG RATING

RV ROOF VENT

RVS REVERSE SIDE

RVT RIVET

RWC RAINWATER CONDUCTOR

RWL RAINWATER LEADER

S SOUTH

SAB SOUND ATTENUATION BATT

SC SOLID CORE

SCH SCHEDULE

SCN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT

SFGL SAFETY GLASS

SG SHEET GLASS

SH SHELF, SHELVING

SHO SHORE, SHORING

SHT SHEET

SHTH SHEATHING

SIM SIMILAR

SKLT SKYLIGHT

SL SLEEVE

SLNT SEALANT

SP SOUNDPROOF

SPC SPACER

SPEC(S) SPECIFICATION(S)

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SSK SERVICE SINK

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

SUS SUSPEND(ED)

SYM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O. TOP OF

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPORARY

THK THICK(NESS)

THR THRESHOLD

TKBD TACKBOARD

TKS TACKSTRIP

TMPD TEMPERED

TOC TOP OF CURB

TOL TOLERANCE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TACK PANEL

TPD TOILET PAPER DISPENSER

TPL TOP OF PLATE

TPTN TOILET PARTITION

TR TRANSOM

TSL TOP OF SLAB

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

UC UNDERCUT

UGD UNDERGROUND

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

VAR VARNISH

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VF VINYL FABRIC

VG VERTICAL GRAIN

VIF VERIFY IN FIELD

VIN VINYL

VJ V-JOINTED

VNB VINYL BASE

VNR VENEER

VRM VERMICULITE

VT VINYL TILE

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WH WALL HUNG

WHB WHEEL BUMPER

WI WROUGHT IRON

WIN WINDOW

WM WIRE MESH

WP WATERPROOFING

WPT WORKING POINT

WR WASTE RECEPTACLE

WRP WATER REPELLANT

WS WATERSTOP

WS WEATHER STRIP

WSCT WAINSCOT

WTW WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

ZOL ZOLATONE

A6.1 ENLARGED PLANS, INTERIOR ELEVATIONS

AND DETAILS

A7.0 INTERIOR SCHEDULES AND

SPECIFICATIONS

Structural

S1.1 STEEL SUPPORT FOR ERV-1

Systems

E1 ELECTRICAL POWER PLAN

E2 ELECTRICAL LIGHTING PLAN

M0.00 MECHANICAL ABBREVIATIONS, NOTES, AND

SYMBOLS

MD1.00 MECHANICAL DEMOLITION PLANS

M1.00 MECHANICAL NEW WORK PLANS

M1.01 MECHANICALPLAN

M6.00 MECHANICAL SCHEDULE AND DETAILS

P1 PLUMBING PLAN

ANIMAL SHELTER RENOVATION

AND ADDITION

81 FOURNIER STREET

NEW HAVEN, CT

REMOVE DOOR AND

FRAME REMOVE OVERHEAD DOOR

REMOVE

STOREFRONT

WALL

REMOVE MID-HEIGHT WALL TO

MAKE AN OVERSIZE KENNEL

CUT OPENING

FOR DOOR

REMOVE CLOSET WALL

REMOVE TUB AND

CONCRETE BASE

REMOVE

CASEWORK

CUT OPENINGS

FOR DOORS

REMOVE CMU WALL AND DOOR

REMOVE PLUMBING

FIXTURES

REMOVE DOOR AND FRAME, CUT

CMU RETURN BACK FOR 42" CLEAR

HALLWAY

MAKE OPENING FOR NEW DOOR

REMOVE DOOR AND FRAME

REMOVE DOOR AND

FENCE TO MAKE AN

OVERSIZE KENNEL

HATCHING INDICATES AREA OF DENSE

VEGETATION TO BE CLEARED AS

NECESSARY TO COMPLETE WORK.

HATCH INDICATES

AREA WHERE

TRENCHING IS

NECESSARY FOR

SANITARY PIPING

HATCH INDICATES APPROXIMATE

AREA OF TRENCHING FOR

SANITARY PIPING, VIF

REMOVE

SECTION OF

FENCE

HATCH INDICATES APPROXIMATE

AREA OF TRENCHING FOR

SANITARY PIPING, VIF

REMOVE DOOR

PANELS, FRAMES

TO REMAIN

REMOVE WALLS, DOORS,

AND FIXTURES WITHIN LAV

REMOVE LOCKERS

REMOVE DOOR

PANEL, FRAME

TO REMAIN

REMOVE AND SALVAGE

EXISTING GROOMING TUB

FOR REUSE.

REMOVE DOOR PANEL.

DOOR FRAME TO REMAIN

REMOVE EXISTING CEILING

MOUNTED

RADIANT HEATERS (TYP)

REMOVE CEILING

MOUNTED

LIGHT FIXTURES (TYP)

REMOVE CEILING MOUNTED

LIGHT FIXTURE

REMOVE EXISTING SUPPLY AIR

REGISTERS (TYP)

REMOVE CEILING

MOUNTED

LIGHT FIXTURES (TYP)

REMOVE CEILING

MOUNTED

LIGHT FIXTURE

REMOVE CEILING MOUNTED

LIGHT FIXTURE

PROTECT EXISTING

DUCTWORK TO REMAIN, TYP

EXISTING EXPOSED

STRUCTURE AND LIGHT

FIXTURES TO REMAIN

EXISTING CEILING

GRID, MECHANICAL

UNIT, AND LIGHT

FIXTURES TO REMAIN

1. THIS DRAWING SHOWS GENERAL LAYOUT OF WALLS, COLUMNS, DOORS,

AND WINDOWS. DIMENSIONS ARE FOR REFERENCE ONLY. EXACT LOCATION,

SIZE, AND QUANTITY OF THESE ITEMS MAY DIFFER FROM THOSE INDICATED

ON PLANS.

2. DO NOT USE MOUNTED IMPACT HAMMERS, UNLESS NOTED OTHERWISE.

3. DO NOT REMOVE EXISTING ELECTRICAL AND FIRE ALARM FIXTURES,

CONDUIT, AND WIRING EXCEPT THOSE ATTACHED TO WALLS INDICATED TO

BE REMOVED.

4. DO NOT REMOVE EXISTING HVAC EQUIPMENT.

5. IN-HOUSE CITY STAFF WILL DISCONNECT UTILITIES AND TEMPORARILY SHUT

OFF AND DRAIN WATER FROM PLUMBING AND SPRINKLER SYSTEM AS

NECESSARY.

6. CAP AND MAKE SAFE AS NECESSARY EXISTING HVAC, GAS, PLUMBING

SUPPLY AND WASTE, FIRE PROTECTION, AND ELECTRIC LINES TO BE

ABANDONED BELOW EXISTING FLOOR.

7. PROVIDE BRACING AND/OR SHORING AS REQUIRED TO MAINTAIN ADEQUATE

SAFETY STANDARDS AND STRUCTURAL INTEGRITY OF THE BUILDING.

8. OVER DEMOLITION SHALL BE CORRECTED SUCH THAT SURFACES TO BE

REBUILT MATCH MATERIAL, STRUCTURAL INTEGRITY, AND APPEARANCE OF

THOSE THAT WERE REMOVED.

9. CONTRACTOR TO COORDINATE WITH THE CITY'S REPRESENTATIVE ITEMS TO

BE SAVED OR REUSED.

10. OBEY ALL CODES, STATUTES AND LAWS AS APPLICABLE TO DEMOLITION

WORK AND FOR REMOVAL OF MATERIAL, INCLUDING OSHA REGULATIONS.

11. DISPOSE OF ALL UNWANTED MATERIALS AND OTHER DEMOLITION DEBRIS

OFF SITE PER APPLICABLE CODES AND REGULATIONS. CONSTRUCTION

WASTE IS TO BE RECYCLED TO GREATEST EXTENT POSSIBLE.

12. COORDINATE THE EXACT LOCATION OF DUMPSTERS, CHUTES, AND

MATERIALS STORED AT GRADE (IF ANY) WITH THE CITY'S REPRESENTATIVE IN

THE FIELD, PRIOR TO PLACEMENT.

13. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY PARTITIONS/

CONSTRUCTIONS IN ORDER TO ISOLATE WORK ZONES AND MAINTAIN A

WEATHER-TIGHT BUILDING.

14. REMOVE ALL LIGHT FIXTURES AND CONTROLS EXCEPT FOR MECHANICAL

ROOM, JANITOR CLOSET, UTILITY ROOM AND RECEPTION AND PERSONNEL

ROOMS WHERE LIGHT FIXTURES ARE INDICATED TO REMAIN.

GENERAL REMOVAL NOTES

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PROJECT NAME AND ADDRESS

DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

As indicated

C

U s e rs \m k o p s \D o c u m e n ts

\2

-1

-2 A n im a l S h e lt e r R

M

K o p s .r vt

4/10/2026

21-120-25

ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK

REMOVAL PLAN

R1.1

BID SET

1/8" = 1'-0"

REMOVAL PLAN

2 ADDENDUM #4 6/23/26

R E

F

CODE PLAN LEGEND

XX

XXX

ACTUAL DISTANCE

EXIT TRAVEL DISTANCE

ALLOWABLE DISTANCE

TRAVEL

DIRECTION

XX

XXX

ACTUAL

OCCUPANT

LOAD

EXIT CAPACITY

ALLOWABLE

OCCUPANT LOAD

AREA NAME

### ##### SFX

AREA NUMBER

AREA SQUARE FOOTAGE

USE GROUP

OCCUPANCY FACTOR

NUMBER OF OCCUPANTS

OCCUPANCY TAG

AREA BOUNDARY

1 HR RATED CORRIDOR WALL

CODE INFORMATION TABLE

CONSTRUCTION TYPE TYPE III-B

SPRINKLERS NOT REQUIRED

AVERAGE HEIGHT ABOVE GRADE 12' - 9"

ALLOWABLE HEIGHT 55' - 0"

STORIES ABOVE GRADE 1

ALLOWABLE STORIES

BUILDING AREA 5,376 SF

BASE ALLOWABLE AREA

EXISTING: NO RATING

ADDITION: 1HR

FIRE RATING: EXIT ACCESS CORRIDORS

LEVEL OF PROPOSED ALTERATIONS LEVEL 3/ ADDITION

COMMON PATH OF TRAVEL MAX

DEAD END CORRIDOR MAX EXISTING: 50 FT

ADDITION: 20 FT

CODE

REFERENCE

CSBC TABLE 504.3

CSBC TABLE 504.4

CSBC TABLE 506.2

CSFC IV.7.1.3.1(1)

CSBC TABLE 1020.2

CSFC IV 39.2.5.2.2

CSBC TABLE 1006.2.1

CSFC IV 39.2.5.3

CSBC 1020.5

IEBC 604/ 606

EXIT TRAVEL DISTANCE MAX CSFC 39.2.6.2

CSBC TABLE 1017.2

INTERIOR FINISH CLASSES CSBC TABLE 803.13

GROUP B

19,000 SF

200 FT

75 FT

CORRIDORS: B

CORRS/ ROOMS: C

• 2022 Connecticut State Building Code based on the following International Code Council references with CT amendments.

• 2021 International Building Code (CSBC)

• 2021 International Existing Building Code (IEBC)

• 2021 International Plumbing Code (IEPC)

• 2021 International Mechanical Code (IEMC)

• 2021 International Energy Conservation Code (IECC)

• 2020 National Electrical Code (NFPA 70)

• 2017 ICC A117.1 Accessible and Usable Buildings & Facilities

• 2022 Connecticut State Fire Safety Code (CSFC) Part IV for existing buildings based on the following National Fire Protection Code with CT amendments:

• 2021 NFPA 101 Life Safety Code

APPLICABLE BUILDING AND FIRE CODES

COMPONENT

MIN THERMAL

VALUE

ROOF - INSULATION ENTIRELY ABOVE DECK R-30 ci

WALLS, ABOVE GRADE - MASS

WALLS, BELOW GRADE

SLAB-ON-GRADE FLOORS - UNHEATED

ENTRANCE DOORS

SKYLIGHTS

SHGC MAX

BUILDING ENVELOPE REQUIREMENTS, R-VALUE-BASED METHOD

R-11.4 ci

R-7.5 ci

R-15 FOR 24"

BELOW

U-0.63

U-0.50 SHGC-0.40

1477 SF

EXISTING REAR

100 14.8B

658 SF

ADDITION

100 6.6B

108 SF

DISINFECTION

293 SF

KENNEL ROOM 1 (10)

342 SF

INTAKE KENNELS (10)

199 SF

MEDICAL ISOLATION

(6)

91 SF

STORAGE/

INCINERATOR

129 SF

CATTERY INTAKE

72 SF

CAT ISOLATION

83 SF

LAUNDRY82 SF

UTILITY

132 SF

GROOMING

82 SF

STAFF LAV

350 SF

KENNEL ROOM 4 (9)

283 SF

KENNEL ROOM 3 (8)

515 SF

KENNEL ROOM 2 (14)

104 SF

PERSONNEL

96 SF

RECEPTION

292 SF

ENTRY

73 SF

VISITOR DEN

173 SF

CATTERY

46 SF

ADA LAV

139 SF

BREAK ROOM

87 SF

MECH

21 SF

CLOSET

1125 SF

OUTDOOR COURTYARD

123 SF

DISHES

193 SF

VETERINARY

92 SF

DISINFECTION

243 SF

STORAGE

1180 SF

EXISTING KENNEL SOUTH

100 11.8B

50 FT

200 FT

F

T

FT

15 12

267 SF

EXISTING OFFICE SOUTH

100 2.7B

1012 SF

EXISTING OFFICE NORTH

100 10.1B

781 SF

EXISTING KENNEL NORTH

100 7.8B

C

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PROJECT NAME AND ADDRESS

DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

As indicated

C

U s e rs \m k o p s \D o c u m e n ts

\2

-1

-2 A n im a l S h e lt e r R

M

K o p s .r vt

4/10/2026

21-120-25

ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK

CODE SHEET

A0.1

BID SET

PLUMBING FIXTURES

GROUP OL

MWC FWC LAVORATORIES DRINKING FOUNTAIN SERVICE SINK

REQ'D PROVIDED REQ'D PROVIDED REQ'D PROVIDED REQ'D PROVIDED REQ'D PROVIDED

B 53.8 1.1 1 1.1 1 1.3 6 0.5 1 1 1

1/8" = 1'-0"

AREA FLOOR PLAN

OCCUPANCY AREA SCHEDULE (REAR ADDITION)

NAME AREA GROUP FUNCTION

LOAD

FACTOR

OCCUPANT

LOAD

ADDITION 658 SF B Business Areas 100 6.6

EXISTING KENNEL NORTH 781 SF B Business Areas 100 7.8

EXISTING KENNEL SOUTH 1180 SF B Business Areas 100 11.8

EXISTING OFFICE NORTH 1012 SF B Business Areas 100 10.1

EXISTING OFFICE SOUTH 267 SF B Business Areas 100 2.7

EXISTING REAR 1477 SF B Business Areas 100 14.8

Grand total: 6 5376 SF 53.8

N

THIS FACILITY MOSTLY CONSISTS OF KENNELS, AND IS NOT ANTICIPATED TO EVER HAVE MORE THAN 15 PEOPLE INCLUDING EMPLOYEES AND VISITORS.

IBC 2902.2 Separate facilities shall not be required in structures or tenant spaces with a total occupant load including both employees and customers of 15, or fewer. Animal hospital, kennels and pounds are considered a B Business Use. Table 2902.1 combines the Men and Woman together for 1 per 25 for the first 50. One Bathroom with a toilet and lavatory will suffice.

STUD PARTITION WALL - STC 44

P4A

3 5/8" METAL STUDS @ 16" O.C., TIGHT TO DECK ABOVE,

3 1/2" SOUND ATTENUATION BLANKET BETWEEN STUDS.

(1) LAYER 5/8", GWB ON EACH SIDE

MASONRY PARTITION WALL

M6A

NOMINAL 6" CMU

P4=3 5/8" METAL STUDS @ 16" O.C.

P6=6" METAL STUDS @ 16" O.C.

3 1/2" SOUND ATTENUATING

BATT INSULATION

(1) ONE LAYER OF 5/8"

G.W.B., EACH SIDE

FINISHED FLOOR AND BASE AS

SCHEDULED, BOTH SIDES

4 7/8"

PARTITION TYPE GENERAL NOTES

1. SEE FINISH SCHEDULE FOR INTERIOR FINISH AND GYPSUM BOARD

TYPE AND OTHER SUBSTRATE INFORMATION.

2. SEE FINISH SCHEDULE FOR WHERE TILE IS APPLIED, AND INTERIOR

ELEVATIONS TO SEE EXTENT, PROVIDE SPECIFIED TILE BACKER

BEHIND TILE.

3. PERIMETER OF GYPSUM BOARD SHALL BE HELD OFF ADJACENT

SURFACES 3/8" AND JOINT FILLED WITH ACOUSTIC SEALANT.

4. PROVIDE ALL NECESSARY CAULKING, ETC. AT EQUIPMENTS,

DEVICES, OUTLETS, BOXES, ETC. IN ORDER TO MAINTAIN SOUND,

AIR, AND THERMAL SEPARATIONS. DO NOT INSTALL BACK-TO-BACK

BOXES.

5. PROVIDE SOUND ATTENUATION BLANKET AT ALL STUD PARTITIONS,

TYPICAL.

6. PROVIDE 6" W 16 GA GALV. MTL BACK UP PLATES IN STUD WALLS OR

WOOD BLOCKING TO ALLOW FOR THE ANCHORAGE OF ALL MISC.

ITEMS TO THE WALL SUCH AS, BUT NOT LIMITED TO SHELVING,

CABINETS, DOOR STOPS, TOILET ACCESSORIES & ANY OTHER WALL

ATTACHMENT REQUIRING SUPPORT.

7. PROVIDE FIRE-RESISTANT TREATED (FRT) PLYWOOD BACKBOARDS

AT ELECTRICAL AND TELECOM ROOMS. ALL PLYWOOD BACKER-

BOARDS, FURRING AND CLEATS ASSOCIATED WITH WOOD

PANELING TO BE FRT.

8. PROVIDE ACCESS PANELS AS REQUIRED. FINISH TO MATCH

ADJACENT SURFACE AND LOCATE TO REDUCE VISIBILITY.

9. ALL GYPSUM BOARD TO RECEIVE LEVEL 4 FINISH UNLESS NOTED

OTHERWISE.

STUD INFILL PARTITION WALL - STC 44

P4B

3 5/8" METAL STUDS @ 16" O.C., WITHIN OPENING

3 1/2" SOUND ATTENUATION BLANKET BETWEEN STUDS.

(1) LAYER 5/8", GWB ON EACH SIDE

4 7/8"

USE A DEFLECTION TRACK AT

THE TOP OF THE WALL, SEAL

WITH ACOUSTIC SEALANT

GRAY HATCH INDICATES

EXISTING CONSTRUCTION, VIF

MASONRY PARTITION WALL

M8B

NOMINAL 8" CMU

M6 = 6" CMU

M8 = 8" CMU

M8=7 5/8" M6= 5 5/8"

MASONRY INFILL PARTITION WALL

M6B

NOMINAL 6" CMU

6" CMU

MATCH EXISTING REBAR

SPACING #4 AT 16" O-C

AND FILL W/ GROUT

5 5/8"

MASONRY INFILL PARTITION WALL

M8C

NOMINAL 8" CMU

MASONRY LOAD BEARING WALL - 1 HR RATED

M8A

NOMINAL 8" CMU

UL DESIGN NO. U906

SEE A4.0 WALL SECTIONS FOR FURTHER DETAIL

EXTEND TO BOTTOM OF THE DECK

COMPRESSIBLE ISOLATION JOINT AT

TOP OF INFILL WALLS & LATERAL

RESTRAINT BRACKET.

STUD PARTITION WALL - STC 44

P6

6" METAL STUDS @ 16" O.C., TIGHT TO DECK ABOVE,

3 1/2" SOUND ATTENUATION BLANKET BETWEEN STUDS.

(1) LAYER 5/8", GWB ON EACH SIDE

GRAY HATCH INDICATES

EXISTING CONSTRUCTION

8" CMU

7 5/8"

GRAY HATCH INDICATES

EXISTING CONSTRUCTION, VIF

7'

3/

8"

V

IFA

D

D

IT

IO

N

8'

-9

/4

E X

IS

TI

N G

/2

V

IF

SLAB-ON-GRADE

BOTTOM OF

ROOF DECK

MASONRY INFILL EXTERIOR WALL

M8E

NOMINAL 8" OMNI BLOCK

8" OMNI BLOCK

7 5/8"

9'

1/

2"

V

IF

SLAB-ON-GRADE

BOTTOM OF

ROOF DECK

GRAY HATCH

INDICATES EXISTING

CONSTRUCTION, VIF

MASONRY INFILL EXTERIOR WALL

M8D

NOMINAL 8" OMNI BLOCK

NOMINAL 8" X 8" X 4" GLASS BLOCK

8" OMNI BLOCK

GRAY HATCH

INDICATES EXISTING

STEEL LINTEL, VIF

V

IF

8'

1/

2"

V

IFPAINTED

WOOD SILL

EXTERIORINTERIOREXTERIORINTERIOR

PAINTED WOOD TRIM

1 1/2" RIGID INSULATION,

WRAP LINTEL STRUCTURE

4" GLASS BLOCK

7 5/8"

2 1/2" COLD FORMED METAL SOFFIT

ACOUSTIC PANEL CEILING

STUD PLUMBING LINER WALL - EXTERIOR TILED

P4C

1 3/4" RIGID INSULATION (POLYISO) R=11.4

3 5/8" METAL STUDS @ 16" O.C., TIGHT TO DECK ABOVE

SMART VAPOR RETARDER

(1) LAYER 1/2", CEMENT BOARD ON INTERIOR SIDE

FULL HEIGHT TILE

STUD PLUMBING LINER WALL - EXTERIOR

P4D

3 5/8" METAL STUDS @ 16" O.C.

1/2" CEMENT BOARD

FULL HEIGHT TILE

1 3/4" RIGID INSULATION

(POLYISO)

SMART VAPOR RETARDER

1 3/4" RIGID INSULATION (POLYISO) R=11.4

3 5/8" METAL STUDS @ 16" O.C., TIGHT TO DECK ABOVE

SMART VAPOR RETARDER

STUD PLUMBING LINER WALL

P4E

3 5/8" METAL STUDS @ 16" O.C., TIGHT TO DECK ABOVE

STUD PLUMBING LINER WALL - TILED

P4G

3 5/8" METAL STUDS @ 16" O.C., TIGHT TO DECK ABOVE

(1) LAYER 1/2", CEMENT BOARD ON INTERIOR SIDE

FULL HEIGHT TILE

BY TYPE

VARIES

STUD PARTITION WALL - 1 HR RATED

P4F

3 5/8" METAL STUDS @ 16" O.C., TIGHT TO DECK ABOVE,

3 1/2" SOUND ATTENUATION BLANKET BETWEEN STUDS.

(1) LAYER 5/8", GWB ON EACH SIDE

UL DESIGN NO. U419

MASONRY GENERAL NOTES

1. ALL MASONRY WALLS LAID IN RUNNING BOND.

2. COMPRESSIBLE ISOLATION JOINT & LATERAL RESTRAINT BRACKET

AT TOP OF INFILL WALLS.

3. CLEAN AND SCORE EXISTING CONCRETE SLAB IN FOOTPRINT OF

NEW PARTITION WALL, SET WALL IN MORTAR BED.

4. USE F'M MIN OF 2500 PSI TYPE M PORTLAND CEMENT/LIME MORTAR

FULL BED/HEAD

5. ANCHOR AT WALL INTERSECTIONS WITH EXISTING MASONRY WALLS

USING JOINT REINFORCEMENT 1/4" GALV MESH CLOTH AT 16" O-C

VERTICALLY

6. #4 BAR VERTICALLY AT 48" O.C. AT ENDS OF IN-FILL WALL

7. FOR DUCT OPENINGS REFER TO LINTEL SCHEDULE, AND REFER TO

SHEET M1.01 FOR LOCATIONS.

TYPE M PORTLAND

CEMENT/LIME MORTAR

FULL BED/HEAD. 1/4"

GALV MESH LADDER

REINFORCEMENT

HORIZONTAL AND VERTICAL 3/8"

COMPRESSIBLE ISOLATION JOINT

AROUND PERIMETER OF INFILL WALL.

1/2"X6"X6" PLT SPACED AT 3' O-C

BETWEEN TOP OF INFILL WALL AND

EXISTING WALL ANCHOR INTO EXISTING

CMU WITH (2) 1/2" DIA HEADED STUDS

W/ WASHER AND DOUBLE NUT

GALVANIZED CX9 A36,

FILLET WELD ALONG BOTH

LEGS TO BOTTOM FLANGE

OF EXISTING BEAM

1. SET GAUGE 16 CHANNEL 5" DEEP

ALONG BOTH ENDS.

2. COAT BASE WITH WATERPROOFING

BEFORE LAYING FIRST COURSE.

3. USE TYPE S OR N MORTAR AND W1.7

JOINT REINFORCEMENT AT 16" O-C

VERTICALLY.

4. LAY EXPANSION STRIP OF 3/8"

VERTICALLY AT ENDS AND

HORIZONTALLY ON TOP WITH

SEALANT. REFER TO GENERAL NOTES ON SHEET A1.1

GYPSUM BOARD

1. INTERIOR GYPSUM BOARD

A. USG SHEETROCK ECOSMART GYPSUM PANEL

FIRECODE X

B. THICKNESS: 5/8 INCH

2. MRGWB: MOLD RESISTANT GYPSUM BOARD

A. USG SHEETROCK ECOSMART GYPSUM PANEL MOLD

TOUGH FIRECODE X

B. THICKNESS: 5/8"

3. TBGWB: TILE BACKER GYPSUM BOARD

A. USG DUROCK BRAND CEMENT BOARD WITH

EDGEGUARD

B. THICKNESS: 1/2"

PLYWOOD

1. PWD: 1/2" FIRE TREATED PLYWOOD

SMART VAPOR RETARDER

1. BASIS OF DESIGN: PRO CLIMA INTELLO PLUS

RIGID INSULATION (POLYISO)

1. BASIS OF DESIGN: RMAX THERMASHEATH

2. THICKNESS: 1 3/4"

3. R-VALUE: R-11.4

4. TAPE SEAMS AND USE TAPE OR CLOSED-CELL SPRAY TO

SEAL TO ADJACENT SURFACES

PARTITION SPECIFICATIONS

LINTEL OPTIONS

DOOR # PRECAST (2) L ANGLES WT SHAPE

122A

122B

140A

140B

X X

X XX

X XX

X XX

X XX

X XX

X XX

X XX

X XX

X XX

X XX

LINTEL GENERAL NOTES:

1. ALL LINTELS TO BEAR ON 8" OF SOLID BLOCK

2. CONTRACTOR TO SUBMIT FOR APPROVAL DEMO AND

SHORING NARRATIVE/SCHEME FOR INSTALATION OF

LINTELS IN NEW OPENINGS.

OPTION 1: PRECAST LINTEL

5/

8"

7 5/8"

2"

2"

1. SET IN MORTAR BED

2. STEEL REINFORCEMENT TO BE GRADE 60

3. 2" CLEAR COVER TO REINFORCEMENT ALL AROUND,

EXCEPT AS NOTED

4. CONCRETE TO HAVE MIN. COMPRESSIVE STRENGTH F'C

3000 PSI

5. SUBMIT MIX DESIGN FOR APPROVAL

OPTION 2: (2) L ANGLES

1. CUT BLOCK TO FIT

2. SET IN MORTAR BED

3. STEEL TO BE HOT-DIPPED GALVANIZED

4. ANGLES TO BE GRADE A36 STEEL

5 5/8"7 5/8"

OPTION 3: WT SHAPE

1. CUT BLOCK TO FIT

2. SET IN MORTAR BED

3. STEEL TO BE HOT-DIPPED GALVANIZED

4. WT SHAPE TO BE GRADE A36 STEEL

5 5/8"

5/

8"

5 5/8"

1 1/2"

2"

7 5/8"

(2) 3x3x3/8

L ANGLES

(1) 3x3x3/8 +

(1) 3X2X3/8

L ANGLES

WT5X15 WT8X13

LINTEL FOR DUCT OPENING ABOVE DOOR 141

1. CUT BLOCK TO FIT

2. SET IN MORTAR BED

3. STEEL TO BE HOT-DIPPED GALVANIZED

4. W SHAPE TO BE GRADE A36 STEEL

WT8X35

SECTION

ELEVATION

ENDCASE END 8" OF

LINTEL IN GROUT AND 8"

BEARING UNDER GIRDER

DUCT

OPENING

PRECAST (2) L ANGLES WT SHAPE

8"

OVER DOOR 141

138 -> 139 X XX

SEE ABOVE

139 -> 138 X XX

FOR ALL DUCT OPENINGS THROUGH NONBEARING MASONRY WALLS,

UNLESS OTHERWISE NOTED ON SHEET M1.01, REMOVE THE TOP

COURSE PARTITION AS NEEDED. DO NOT CUT JOISTS.

** IT CAN CAUSE A SUDDEN AND CATASTROPHIC FAILURE OF THE PLANK IF

STRANDS ARE CUT IN THE WRONG PLACE.

NOTES FOR ATTACHING TO PC PT HOLLOWCORE PLANKS

1. MAKE ANY OPENINGS/PENETRATIONS USING PERCUSSION ONLY

DRILL METHOD

2. PENETRATIONS AND ATTACHMENTS MAY ONLY BE 1 1/2" DEPTH

3. SCAN SYSTEM SHOULD BE EMPLOYED PRIOR START OF WORK TO

FIELD LOCATE TENSIONED WIRE STRANDS WITHIN 2’ RADIUS OF ALL

PROPOSED PENETRATIONS

4. MARK OUT ALL OPENINGS/PENETRATIONS FOR APPROVAL BY

ENGINEER PRIOR TO BEGINNING WORK

5. IF MULTIPLE HOLES ARE NECESSARY THEY SHOULD BE ALIGNED AND

SPACED 1.5D – 3D EDGE TO EDGE

6. CONTRACTOR MUST SUBMIT ATTACHMENT POINTS AND FASTENING

SYSTEM DESIGNED FOR MINIMUM PENETRATION INTO HOLLOWCORE

PLANKS SUCH AS DROP IN OR FLUSH ANCHORS BY HILTI

7. APPROXIMATE DISTRIBUTION OF PT STRANDS IS 1 1/2" ADN 8 1.2"

FROM EDGE OF BEAM.

ATTACHMENT TO STRUCTURAL CONCRETE CEILING PLANKS

CHASING LATERALLY ACROSS BUILDING

** DO NOT MAKE HOLES THROUGH MASONRY WALLS OR CONCRETE PLANKS

BEFORE APPROVAL FROM ENGINEER.

** CONFIRM STRATEGY FOR SYSTEM DISTRIBUTION BEFORE

COMMENCEMENT OF WORK.

NOTES ABOUT CHASING THROUGH MASONY WALLS:

1. CONTRACTOR MUST SUBMIT ALL OPENINGS IN MASONRY WALLS TO

BE APPROVED BEFORE COMMENCEMENT OF WORK.

C

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PROJECT NAME AND ADDRESS

DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

As indicated

C

U s e rs \m k o p s \D o c u m e n ts

\2

-1

-2 A n im a l S h e lt e r R

M

K o p s .r vt

4/10/2026

21-120-25

ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK/ ZS

PARTITION TYPES AND LINTELS

A0.2

BID SET

3/4" = 1'-0"

PARTITION TYPES

1 1/2" = 1'-0"

LINTEL INFORMATION

F

INFILL WALL

WALL TO CREATE

CAT ISOLATION

ROOM

INFILL WITH WALL AND

MAN DOOR

4FT HIGH GALVANIZED

CHAINLINK FENCE

WITH OPAQUE NYLON

NETTING ACCESS

GATES AT EITHER

END.

S

TO

R A

G E

INFILL OPENING WITH A CMU & GLASS

BLOCK WALL

NEW DOOR IN EXISTING WALL.

ALIGN WITH MASONRY COURSING

HATCH INDICATES

700 SF ADDITION

KENNEL ROOM 1 (10)

INTAKE KENNELS (10)

MEDICAL ISOLATION

(6)

STORAGE/

INCINERATOR

CATTERY INTAKE

CAT ISOLATION

LAUNDRY

UTILITY

GROOMING

STAFF LAV

KENNEL ROOM 4 (9)

KENNEL ROOM 3 (8)

KENNEL ROOM 2 (14)

PERSONNEL

RECEPTION

ENTRY

VISITOR DEN

CATTERY

ADA LAV

110B

HALL

BREAK ROOM

MECH

CLOSET

OUTDOOR COURTYARD

DISHES

DISINFECTION

STORAGE

VETERINARY

DISINFECTION

A6.1

C6

110A

HALL

HALL

A6.1

G3

134A

140C140A

G4

A4.1

EXISTING

GAS

METER

INSTALL NEW FENCE SECTION

TO REPLACE REMOVED DOOR

OUTDOOR KENNEL

AREA 4

OUTDOOR KENNEL

AREA 1

OUTDOOR KENNEL

AREA 2

OUTDOOR KENNEL

AREA 3

M8-A

2'

6" 3'

4"

P4A

P6

M8-B

M8-C

M6-A

G3

A4.2

P4B

P4F

M8-D

M8-E

8" 40" 38"

86"

ELECTRICAL SERVICE

CONDUIT UNDERGROUND

PROTECT

EXISTING TREE

A6.1

G1

TA.13

TA.12

P4 C

P4 D

P4 E

P4 G

P4 G

NEW FENCE AND GATE

MATCH EXISTING 6'-6" HIGH

GALVANIZED CHAIN LINK

FENCE WITH AN

ADDITIONAL 2FT OF CANTED

BARB WIRE ON TOP.

TA.01

TA.06

W/D W/D

PROVIDE CLEARANCE

BEHIND MACHINES

1/4" EXPANSION JOINT

FULL HEIGHT BETWEEN

CIPC FOOTING/WALL

AND EXISTING

STRUCTURE

1/4" EXPANSION JOINT FULL HEIGHT

BETWEEN CIPC FOOTING/WALL AND

EXISTING STRUCTURE

TIE NEW PERIMETER DRAINS INTO

EXISTING PERIMETER DRAINS, MATCH

PITCH OF EXISTING, VIF

REGRADE TO ACHEIVE MIN

2% SLOPE FROM BUILDING

HATCH INDICATES

AREA OF NEW

CONCRETE SLAB,

TYP

36"

36"

36"

36"

HATCH

INDICATES

AREA OF NEW

CONCRETE

SLAB, TYP

HATCH

INDICATES

AREA OF NEW

CONCRETE

SLAB, TYP

D1

A5.0

TYP

D1

A5.0

TYP

D1

A5.0

TYP

140A

VESTIBULE

WALK-OFF

MAT

G1

A3.0

140B

SALVAGED

GROOMING TUB

PATCH AND BLEND EPOXY FLOOR TO

MATCH WHERE WALL WAS REMOVED

GENERAL NOTES

1. CONTRACTOR IS TO FULLY FAMILIARIZE THEMSELVES WITH THE

GENERAL CONDITIONS POSTED ON THE CITY OF NEW HAVEN'S

PURCHASING DIVISION WEBSITE WHICH THOROUGHLY DEFINES

PROJECT PROCESS AND PERFORMANCE REQUIREMENTS.

2. DRAWINGS SHOW GENERAL LAYOUT OF EXISTING CONDITIONS.

DIMENSIONS ARE FOR REFERENCE ONLY. EXACT LOCATION, SIZE,

AND QUANTITY OF THESE ITEMS MAY DIFFER FROM THOSE

INDICATED ON PLANS.

3. THE INFORMATION CONTAINED WITHIN THE CONTRACT

DOCUMENTS IS MEANT TO CONVEY THE DESIGN INTENT. IT IS NOT

MEANT TO BE EXHAUSTIVE IN SCOPE NOR TOTALLY

COMPREHENSIVE IN DETAIL. REPETITIVE FEATURES MAY BE

DRAWN ONLY ONCE, BUT SHALL BE PROVIDED AS IF DRAWN IN

FULL.

4. IN THE EVENT OF A CONFLICT WITHIN THE CONTRACT

DOCUMENTS, THE MOST STRINGENT OBLIGATION OR DUTY AND

THE HIGHEST QUALITY OR GREATEST QUANTITY SHALL CONTROL.

5. PROTECT EXISTING CONSTRUCTION TO REMAIN INCLUDING, BUT

NOT LIMITED TO, STRUCTURE, WALLS, GLAZING, FLOORING, AND

ROOF DRAINS.

6. IN-HOUSE CITY STAFF WILL DISCONNECT UTILITIES AND

TEMPORARILY SHUT OFF AND DRAIN WATER FROM PLUMBING AND

SPRINKLER SYSTEM AS NECESSARY.

7. DAMAGE TO EXISTING CONSTRUCTION SHALL BE CORRECTED

SUCH THAT SURFACES TO BE REBUILT MATCH MATERIAL,

STRUCTURAL INTEGRITY, AND APPEARANCE OF THOSE THAT WERE

REMOVED.

8. COORDINATE THE EXACT LOCATION OF DUMPSTERS, CHUTES,

AND MATERIALS STORED AT GRADE (IF ANY) WITH THE CITY'S

REPRESENTATIVE IN THE FIELD PRIOR TO PLACEMENT.

9. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY PARTITIONS/

CONSTRUCTIONS IN ORDER TO ISOLATE WORK ZONES AND

MAINTAIN A WEATHER-TIGHT BUILDING.

10. ALL SPECIFICATIONS ARE BASIS OF DESIGN. REFER TO THE

GENERAL CONDITIONS "OR EQUAL" CLAUSE FOR CLARIFICATION.

11. SUBMIT CUT SHEETS AND SHOP DRAWINGS OF MATERIALS PRIOR

TO PURCHASE.

12. PROVIDE MATERIALS AND ACCESSORIES AS REQUIRED TO

PROVIDE A COMPLETE INSTALLATION.

13. PROVIDE MANUFACTURER'S STANDARD WARRANTY FOR ALL

PRODUCTS USED ON THE PROJECT AND TURN OVER

DOCUMENTATION INCLUDING USE AND MAINTENANCE MANUALS.

14. ACQUIRE MATERIALS FROM A SINGLE SOURCE AS MUCH AS

POSSIBLE FOR EASE OF MAINTENANCE AND WARRANTY.

15. FOLLOW MATERIAL MANUFACTURER'S RECOMMENDED

INSTALLATION PRACTICES.

16. DIMENSIONS ON PLANS ARE TYPICALLY TO FACE OF WALL OR

MASONRY, AND TO FACES OF FINISHES FOR INTERIOR PARTITIONS,

UNLESS OTHERWISE SHOWN OR NOTED.

17. CONTRACTOR MUST OBTAIN ANY/ALL NECESSARY PERMITS FOR

WORK. CONTRACTOR MUST SELECT “PAY AT COUNTER” SO THAT

THE BUILDING DEPARTMENT CAN WAIVE/ADJUST THE

MUNICIPALITY PERMIT FEE. THE CONTRACTOR WILL THEN RECEIVE

AN EMAIL FOR THE ADJUSTMENT AND BE ABLE TO LOG-IN TO PAY

JUST THE STATE PERMIT FEE.

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PROJECT NAME AND ADDRESS

DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

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D

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F

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As indicated

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ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK

FLOOR PLAN

A1.1

BID SET

1/8" = 1'-0"

FLOOR PLAN

N

G4

A4.1

1/ 4"

EXISTING

SCUPPER

REMOVE EXISTING

SCUPPER, FENCING, AND

PARAPET FLASHING AND

INSTALL PER DETAIL

SINGLE-PLY

MEMBRANE ROOF

REMOVE SECTION OF

EXISTING GUTTER

EXISTING

EPDM ROOF

EXISTING

EPDM ROOF

EXISTING

FIBERGLASS

ROOF

EXISTING

FIBERGLASS

ROOF

EXISTING

FIBERGLASS

ROOF

EXISTING

FIBERGLASS

ROOF

EXISTING

EPDM ROOF

EXISTING

EPDM ROOF EXISTING

EPDM ROOF

EXISTING

EPDM ROOF

GRAY HATCH

INDICATES EXISTING

ROOF TO REMAIN

EXISTING GUTTER

TO REMAIN, TYP

EXISTING

PARAPET

AND FENCE

G3

A4.2 A3.0

C5

A3.0 E5

EXTEND EXISTING

WALL UP TWO

COURSES OF CMU

ADD A SPOUT FROM

GUTTER ONTO

FIBERGLASS ROOF

START PARAPET FENCE

TIE INTO EXISTING

END PARAPET FENCE

ABOVE FENCE BELOW

11' - 9 1/2" 17' - 11 3/4" 13' - 4 1/8"

1/2"

1/2"

1/2" 1/2"

1/ 4"

1/2" 1/2"

C

LE

A R

95"

G1

A3.0

SCUPPER

SCUPPER PARAPET

ROOF TOP UNIT, PROVIDE A 24" HIGH

CURB AND USE A PIPE PORTAL SYSTEM

TO FLASH PIPE PENETRATIONS

PLUMBING VENT

SEE DETAIL

ROOFTOP UNIT, PROVIDE A 24" HIGH

CURB, AND A PIPE PORTAL SYSTEM TO

FLASH PIPE PENETRATIONS.

/G1 A5.0

1/2" SLOPE

CRICKET IN

CORNER

GENERAL NOTES:

1. ACQUIRE MATERIALS AND ACCESSORIES FROM A SINGLE-

SOURCE AS REQUIRED TO PROVIDE A COMPLETE

INSTALLATION.

2. INSTALLATION AS RECOMMENDED BY THE MANUFACTURER

TO ACHIEVE WARRANTY

3. CUT AND PATCH EXISTING ROOF AS REQUIRED TO COMPLETE

THE WORK. THE EXISTING EPDM ROOF WAS INSTALLED IN

2007. THE ROOF SYSTEM MANUFACTURER IS UNKNOWN.

VERIFY MANUFACTURER IN THE FIELD AND MAINTAIN THE

WARRANTY.

SINGLE-PLY ROOF MEMBRANE

1. FULLY ADHERED .090" UNREINFORCED EPDM

A. CLASS A FIRE RATING

B. FM I-90 WIND STORM RATING

C. 30 YEAR LABOR AND MATERIAL WARRANTY

ROOF INSULATION

1. POLYISOCYANURATE ROOF INSULATION

A. 2 LAYERS

B. NO LAYER THICKER THAN 2 1/2"

C. C1289, TYPE II, CLASS 1 GRADE 3

D. 25PSI MINIMUM COMPRESSIVE STRENGTH

E. COATED GLASS FACERS ON BOTH SIDES

2. HI-DENSITY POLYISOCYANURATE COVER BOARD

A. C1289, TYP II, CLASS 4, GRADE 2

B. 110 PSI MINIMUM COMPRESSIVE STRENGTH

VAPOR RETARDER

1. PEEL AND STICK MEMBRANE SELF-SEALING TO FASTNER

PENETRATIONS AS SUPPLIED BY PRIMARY ROOF

MANUFACTURER.

ROOF ROUGH CARPENTRY

1. PRESSURE TREATED BLOCKING

A. ALKALINE COPPER QUARTERNARY (ACQ)

B. MOISTURE CONTENT: 15% MAX

2. FASTENERS

A. CORROSION RESISTANT

B. SUITABLE FOR APPLICATION

FLASHING AND SHEET METAL

1. FLASHING

A. ASTM B209 ALUMINUM

2. GUTTER

A. SIZE: 6"

B. 0.032" ALUMINUM

C. CONCEALED HANGERS

D. END CAPS

3. DOWNSPOUTS

1. 3X4 PREFINISHED .032" CORRUGATED ALUMINUM

4. COPING

A. STYLE: PREFORMED SLOPED COPING AND/OR AS

RECOMMENDED BY ROOFING MANUFACTURER TO

MAINTAIN WARRANTY.

B. SIZE: VIF

C. 0.05" ALUMINUM

5. PREFINISH

1. COLOR: DARK BRONZE

ROOF SPECIFICATIONS

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DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

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ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK

ROOF PLAN AND SPECIFICATIONS

A1.2

BID SET

N

1/8" = 1'-0"

ROOF PLAN

1 EXISTING ROOF WARRANTY 6/2/26

A4.1

G3

A4.2

2' x 4' ACT System + 7' - 6" A.F.F.

2' x 4' ACT System + 7' - 6" A.F.F.

2' x 4' ACT System + 8' - 0" A.F.F.

2' x 2' ACT System + 7' - 6" A.F.F.

2' x 2' ACT System + 7' - 6" A.F.F.

2' x 4' ACT System + 8' - 0" A.F.F.

2' x 4' ACT System + 8' - 0" A.F.F.

GWB

+ 8' - 0" A.F.F.

2' x 2' ACT System + 8' - 0" A.F.F.

2' x 4' ACT System + 8' - 0" A.F.F.

2' x 4' ACT System + 8' - 0" A.F.F.

2' x 4' ACT System + 8' - 0" A.F.F.

2' x 2' ACT System + 8' - 0" A.F.F.

2' x 4' ACT System + 8' - 0" A.F.F.

2' x 2' ACT System + 8' - 0" A.F.F.

2' x 4' ACT System + 8' - 0" A.F.F.

CEILING-MOUNTED EXAM

LIGHT, 42 WATTS, OFCI,

VIF LOCATION

2' x 2' ACT System + 8' - 0" A.F.F.

2' x 4' ACT System + 7' - 0" A.F.F.

G1

A3.0

EXISTING 2' X 2' CEILING GRID, LIGHT

FIXTURES, AND CONTROLS,

REPLACE THE ACOUSTIC PANELS

EXISTING EXPOSED

STRUCTURE, LIGHT

FIXTURES AND CONTROLS

RCP CEILING TYPE LEGEND:

2x4 ACP 2' x 4' ACP SQUARE LAY-IN

BASIS OF DESIGN:

ARMSTRONG ULTIMA

AIR ASSURE, FINISH WHITE

GRID

15/16", FINISHWHITE

2x2 ACP 2' x 2' ACP SQUARE LAY-IN

BASIS OF DESIGN:

ARMSTRONG ULTIMA

AIR ASSURE, FINISH WHITE

RCP LEGEND:

RCP NOTES:

1. ITEMS AND DEVICES TYPICALLY TO BE

CENTERED, ALIGNED, AND EQUALLY SPACED

IN ROOMS AND CORRIDORS UNLESS NOTED

OTHERWISE.

2. REFERENCE THE MEP DRAWINGS FOR MORE

DETAIL ABOUT FIXTURES AND DEVICES.

3. ALL EXPOSED MEP COMPONENTS, INCLUDING

CONDUIT, ELECTRICAL BOXES, JUNCTION

BOXES, DUCTWORK, HANGERS, LOUVERS,

DAMPERS, PLENUM BOXES, ETC. TO BE

PREFINISHED OR PAINTED.

4. ALL EXPOSED CONDUIT LOCATIONS TO BE

REVIEWED IN FIELD PRIOR TO FINAL

INSTALLATION BY ARCHITECT FOR APPROVAL.

5. PROVIDE UNISTRUT SUPPORTS FOR

SUSPENDED CEILING WHERE EXTENT OF

DUCTWORK PROHIBITS TYPICAL HANGER

INSTALLATION.

RECESSED DOWN LIGHT

RECESSED 2X4

RECESSED 2x2

SEE E2, ELECTRICAL LIGHTING PLAN FOR

SPECIFICATIONS

GWB: GYPSUM BOARD

5/8" MRGWB

BASIS OF DESIGN: USG

SHEETROCK ECOSMART

GYPSUM PANEL MOLD TOUGH

FIRECODE X

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DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

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F

G

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C

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21-120-25

ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK

REFLECTED CEILING PLAN

A2.1

BID SET

1/8" = 1'-0"

REFLECTED CEILING PLAN

1st FLOOR

EL. 0' - 0"

G4

A4.1

G3

A4.2

CONCRETE-FACED

INSULATION PANELS, PAINT

DOWNSPOUT

EXISTING SCUPPER AND

DOWNSPOUT

ADDITIONEXISTING CONSTRUCTION

FLASHING AT GRADE

DASHED LINE

INDICATES FOOTING

APPROXIMATE GRADEDOWNSPOUT

EXISTING FENCE ATTACHED

TO BUILDING

EXISTING CMU, PAINT

WALL-MOUNTED 4FT HIGH

GALVANIZED CHAIN LINK FENCE

WITH ADDITIONAL 2FT HIGH CANTED

BARB WIRE TO MATCH EXISTING

MODIFY EXISTING FENCE TO TIE INTO NEW FENCE

SCUPPER

ROOFTOP UNIT

G1

A3.0

1st FLOOR

EL. 0' - 0"

ADDITION EXISTING CONSTRUCTION

140A

DASHED LINE

INDICATES FOOTING

DOWNSPOUT

CONCRETE-FACED INSULATION

PANELS, PAINT. SPACE PANELS EVENLY

ACROSS FACADE WITH MAXIMUM

COVERAGE AT CORNERS

APPROXIMATE GRADE

FLASHING AT GRADE

EXISTING GUTTER

INSTALL DOWNSPOUT

EXTEND EXISTING WALL

EXPANSION JOINT

CORNER MOUNTING PLATE

PLACE BOLTS THROUGH

MOUNTING PLATE AT LEAST 2"

CLEAR FROM A PANEL SEAM.

GENERAL NOTES:

1. REFER TO GENERAL NOTES ON SHEET A1.1

CONCRETE-FACED INSULATED PANELS

1. BASIS OF DESIGN: WALLGUARD BY T CLEAR CORPORATION

A. THICKNESS: 3" = R-15

EXTERIOR CONCRETE BLOCK

1. BASIS OF DESIGN: OMNI BLOCK

A. THICKNESS: 8" NOMINAL

B. R-VALUE: APPROXIMATELY R-20

FOUNDATON INSULATION

1. THICKNESS 3" = R-15

2. BASIS OF DESIGN: TYPE IX EPS

A. ACCEPTABLE SUBSTITUTE: FOAMULAR NGX XPS

DRAINAGE MAT

1. BASIS OF DESIGN: DELTA DRAIN 6200 HI-X BY DORKEN

WALL AIR/WEATHER BARRIER

1. SELF-ADHERED WATER RESISTIVE AIR BARRIER

2. BASIS OF DESIGN: BLUESKIN VP160

FOUNDATION AIR/WATERPROOF BARRIER

1. ROLLED, SELF-ADHERING WATERPROOF MEMBRANE

2. BASIS OF DESIGN: WR GRACE MEL-ROL

3. ACCESSORIES TO COMPLETE A FULLY WATERPROOF

INSTALLATION, INCLUDING CAPILLARY BREAK CONNECTING

WATERPROOFING TO UNDERSLAB VAPOR BARRIER.

BMC: BREATHABLE CMU MASONRY COATING

1. PAINT ALL EXTERIOR MASONRY AND CONCRETE FACED

WALLS WITH SILICATE COATING SYSTEM.

2. BASIS OF DESIGN:

a. PROSOCO ENVIRO KLEAN 2010 ALL SURFACE

CLEANER

b. PROSOCO BREATHABLE MASONRY COATING II

c. FOLLOW MANUFACTURER'S APPLICATION

INSTRUCTIONS

d. COLOR: MATCH ARCHITECT'S SAMPLE

UNDERSLAB VAPOR BARRIER

1. 6 MIL MINIMUM VAPOR BARRIER

2. BASIS OF DESIGN: STEGO WRAP

3. SEAL ALL SEAMS AND PENETRATIONS

INJECTION FOAM

1. BASIS OF DESIGN: INSULSMART INTERIOR FOAM INSULATION

BY CFI FOAM, INC.

FLASHING AND SHEET METAL

1. FLASHING AT GRADE

A. STAINLESS STEEL

2. SEE ROOF SPECS FOR GUTTER AND ROOF FLASHING

CHAIN LINK FENCE

1. ENGINEERED TO PROVIDE ROOF FALL PROTECTION

2. MOUNTED TO THE WALL WITH THREADED BOLTS EPOXIED

INTO THE CIPC EXTERIOR WALL.

3. PRODUCT: NON-PROPRIETARY

4. FINISH: GALVANIZED STEEL

5. AT PERIMETER, PROVIDE A 2FT HIGH CANTED BARB WIRE

EXTENSION AT THE TOP TO MATCH EXISTING.

CRUSHED STONE

1. CRUSHED STONE FOR USE AROUND DRAINS OR BELOW

FOUNDATIONS AND SLABS SHALL CONSIST OF SOUND,

TOUGH, DURABLE ROCK THAT IS GRADED WITHIN THE

FOLLOWING:

EXTERIOR SPECIFICATIONS

1st FLOOR

EL. 0' - 0"

EQEQ

1' - 1"

1' - 1"9' - 4"1' - 4"3' - 4"

4'

0"

CENTER CMU PATTERN IN

OPENING W/ 4" MIN CUT

BLOCKS

8'

8"

GLASS BLOCK

OMNI BLOCK, PAINT

M8-D

EXISTING STEEL

BEAM, PAINT

GLASS BLOCK CHANNEL

FRAME, PAINT

A5.0

G3

DUCTWORK CLEARS THE CHANNEL CROSS-

MEMBERS AND SWEEPS BACK BETWEEN

THE BEAMS TO THE SERVE THE EXISTING

BUILDING

RAISE EXISTING WATER PIPE

TO TUCK IT HIGHER

AGAINST THE ROOF DECK

FOR THE LENGTH OF THE

DISINFECTION CORRIDOR,

PROVIDE NEW INSULATION

WRAP.

PROVIDE 24" CURB WITH

BOTTOM SLOPE TO MATCH

STRUCTURE

A5.0

E5

SIM

A4.2

G3

DISHES

DISINFECTION

6'

8" 7'

6"

7'

0"

9'

1/

4"

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DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

B

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D

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G

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21-120-25

ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK

EXTERIOR ELEVATIONS, BUILDING

SECTION, AND SPECIFICATIONS

A3.0

BID SET

1/4" = 1'-0" C5

WEST REAR ADDITION ELEVATION

1/4" = 1'-0" E5

SOUTH REAR ADDITION ELEVATION

SIEVE SIZE PERCENT FINER BY WEIGHT

5/8 INCH 100

1/2 INCH 85-100

3/8 INCH 15-45

NO. 4 0-15

NO. 8 0-5

1/4" = 1'-0" G5

COURTYARD INFILL ELEVATION

2 ADDENDUM #4 6/23/26

1/2" = 1'-0" G1

ADDITION CROSS SECTION

3'

M

IN

G R

A D

E T

O B

O

TT

O M

O F

FO

O

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N

G

G R

A D

E L

E V

E L

V A

R

IE

S

1/4" / 12"

4" M

IN

EXISTING WALL OPENING

FOR SCUPPER

GRAY SHADING

INDICATES EXISTING

CONSTRUCTION

EXTERIOR WALL CONSTRUCTION

CONCRETE FACED INSULATED WALL PANEL (R-15)

AIR/ WEATHER BARRIER

8" CIPC RETAINING WALL

EXTERIOR FOUNDATION CONSTRUCTION

DRAINAGE PANEL

3" RIGID INSULATION (R-15)

AIR/ WATERPROOF BARRIER

CIPC RETAINING WALL

TYPIVALROOF CONSTRUCTION

SINGLE-PLY MEMBRANE ROOF

1/2" COVER BOARD (R-2.5)

ROOF INSULATION - 2 LAYERS

(2.5 IN, R-28.8 TOTAL)

VAPOR RETARDER

METAL DECK

2x10 WOOD JOISTS @ 1'-0" O.C.

SLOPE STRUCTURE 1/4" /1'-0"

15' - 0"

9'

4"

V

IF

7'

0"

D

IS

H E

S R

O O

M

7'

6" T

O B

O

TT

O M

O F

C E

IL

IN

G

A5.0

G4

A5.0

G7

1/4" / 12"

HUC26 SIMPSON STRONG-TIE CONCEALED JOIST HANGER W/

4 - 1/4" X 2 1/4" TITEN TUBRO SCREWS INTO GF CMU

4 - 1/4" X 1 3/4" INTO CONCRETE

4 - 0.148D X 1 1/2" WOOD SCREWS INTO JOIST

2X10 DFL NO. 2 OR BETTER AT 12" O.C.

RETAINING WALL CONSTRUCTION

(f'c) MIN 4000 PSI

EXPOSURE CATEGORY F

#6 BARS VERTICALLY @ 9" O.C.

#5 BARS HORIZONTALLY @ 12" O.C.

RETAINING FOOTING CONSTRUCTION

3'-0" HEEL, 2'-0" TOE, TOTAL WIDTH 5'-8"

ON CRUSHED STONE

STONE SHOULD EXTEND 1'-0" BEYOND EDGES OF FOOTING

3" CLEAR COVER FOR ALL REINFORCEMENT

4EA - #5 LONGITUDINALLY @ 12" O.C.

#5 TRANSVERSELY @ 18" O.C., OFFSET FROM #6 LEG

SLAB CONSTRUCTION

6" SLAB

VAPOR BARRIER

6" LAYER CRUSHED STONE

(f'c) MIN 4500

EXPOSURE CATEGORY S

SAW CUT PANEL RATIO NOT TO EXCEED 2.5:1

TEAR AWAY FELT AND

CAULK SLAB PERIMETER

DRILL TEST HOLE TO CONFIRM

GFCMU OR BOND BEAM AT JOIST

HANGERS. IF CMU IS EMPTY SUPPORT

NO MORE THAN 3'-0" AT A TIME AND

REMOVE BLOCKS TO ADD BACKER

AND FILL CELLS WITH TYPE N GROUT

AT JOIST HANGERS.

6"

PERFORATED

PIPE

6"

PERFORATED

PIPE

PERMEABLE

FABRIC SOCK

CRUSHED STONE

WRAP CRUSHED STONE

IN GEOTEXTILE FABRIC

CRUSHED STONE

GEOTEXTILE FABRIC

WRAPS CRUSHED STONE

THRU - CLADDING METAL FLASHING

AT GRADE, HEM THE BOTTOM

4"

WRAP AIR/WEATHER

BARRIER OVER FLASHING

CAPILLARY BREAK AT FOOTING,

CONTINUOUSLY CONNECT

FOUNDATION WATERPROOFING

WITH UNDERSLAB VAPOR BARRIER

AND PROTECT FOUNDATION WALL

TURN UP VAPOR

BARRIER AND TAPE

TO FOUNDATION

7'

6"

1'

3/

8"

CONNECT DOWNSPOUTS TO

PERIMETER DRAIN

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DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

B

C

D

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F

G

1 1/2" = 1'-0"

C

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21-120-25

ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK/ ZS

WALL SECTIONS

A4.1

BID SET

1 1/2" = 1'-0"

ADDITION SECTION 1

CUT EXISTING

GUTTER BACK

ADD DOWNSPOUT

GRAY HATCH

INDICATED EXISTING

CONSTRUCTION, VIF

TEAR AWAY FELT

AND CAULK AT SLAB

PERIMETER, TYP

WRAP VAPOR BARRIER UP

AND TAPE TO EXISTING

FOUNDATION

EXISTING

PARAPET

BEYOND

ADD TWO COURSES OF CMU

ON TOP OF EXISTING WALL,

AND INSTALL PARAPET

FLASHING

FOOTING TO BE 18" BELOW BOTTOM OF SLAB, 2' WIDE

(2) #5 BARS CONTINUOUS, (1) #5 BAR CIP WITH 18" EXTENSION INTO

WALL AND 90 DEGREE BEND 12" EXTENSION INTO FOOTING @ 16" O-C

F'C 3000 PSI

GRADE 60 REINFORCEMENT (TYP)

VAPOR BARRIER UNDER

SLAB, CONNECT WITH

CAPILLARY BREAK AT

FOOTING

FIRE-RATED BLOCKING

2X PT SILL PLT W/ 1/2" DIA

HEX HEAD ANCHOR BOLTS

SPACED 4' O-C EMBED MIN.

6" IN BOND BEAM.

TYPICAL ROOF

CONSTRUCTION

INSULATE EXISTING

CMU WALL WITH

INJECTION FOAM

APPLY BREATHABLE

MASONRY COATING TO

THE EXTERIOR OF THIS

WALL TO PREVENT WATER

INFILTRATION

A5.0

E5

GROUT SOLID BOND BEAM

TOP COURSE W/ (4) #4

BARS IN TWO LAYERS

SUBMIT GROUT MIX FOR

APPROVAL

#4 BAR VERTICAL AT 16" O-C

LADDER REINFORCEMENT AT

16" O.C. VERTICALLY

SECURE JOISTS TO WALL

WITH TWIST STRAP TIES,

SUBMIT STRAP FOR

APPROVAL. BLOCK

BETWEEN ALL JOISTS AT

WALL.

TYPICAL EXTERIOR WALL CONSTRUCTION

SEE TYPICAL EXTERIOR NOTES

ON DETAIL /G4 A4.1

CHAIN LINK POST

A5.0

E5

SIM

WRAP AIR/WEATHER BARRIER OVER

PARAPET AND TIE INTO VAPOR BARRIER

DOWEL NEW CMU INTO

EXISTING CMU WALL

ADDITION PARAPET WALL CONSTRUCTION

SEE TYPICAL EXTERIOR WALL CONSTRUCTION

VAPOR BARRIER

2 1/2" ROOF INSULATION

SINGLE-PLY MEMBRANE ROOF

1 1/2" = 1'-0" G3

ADDITION SECTION 2

C

IT

Y O

F N

E W

H A

VE

N

D E

P A

R

TM

E N

T O

F E

N G

IN

E

E R

IN

G

TH

E

H O

N O

R A

B

LE

J U

S

TI

N M

. E

LI

C K

E R

, M A

Y O

R

G

IO

V A

N N

I Z

IN

N , P

.E

C

IT

Y E

N G

IN

E

E R

PROJECT NAME AND ADDRESS

DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 1/2" = 1'-0"

C

U s e rs \m k o p s \D o c u m e n ts

\2

-1

-2 A n im a l S h e lt e r R

M

K o p s .r vt

4/10/2026

21-120-25

ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK/ ZS

WALL SECTIONS

A4.2

BID SET

MANUFACTURER

RECOMMENDED PARAPET

CURB FLASHING

PARAPET SHEET METAL

COPING

EXTEND MEMRANE OVER PARAPET

FOR COMPLETE COVERAGE OF THE

TOP OF WALL AS RECOMMENDED

BY MANUFACTURER

PRESSURE-TREATED BLOCKING

EXTEND MEMBRANE TO

COVER THE JOIN OF THE

BLOCKING AND MASONRY

EXTEND VAPOR BARRIER

OVER TOP TO PROVIDE A

CAPILLARY BREAK BETWEEN

MASONRY AND PRESSURE

TREATED BLOCKING

6" CONDUCTOR HEAD

WITH CONCEALED

HANGERS

FORMED METAL SCUPPER FLASHING

ROOF MEMBRANE STRIP OVER

SCUPPER FLASHING AS

RECOMMENDED BY THE

MANUFACTURER

WRAP VAPOR BARRIER ONTO FACE

OF WALL PER MANUFACTURER'S

RECOMMENDATIONS

WRAP AIR/WEATHER BARRIER OVER

BLOCKING FOR CONTINUOUS

COVERAGE

WRAP ROOF MEMBRANE ONTO

AIR/WEATHER MEMBRANE ON VERTICAL

FACE OF BLOCKING

TYPICAL ROOF

CONSTRUCTION

TYPICAL EXTERIOR WALL CONSTRUCTION

1/4" / 12"

D7

A5.0

SEALANT

STRIP INTO THE EXISTING ROOF

MEMBRANE PER MANUFACTURER'S

RECOMMENDATIONS

PARAPET/ CURB WALL

TRANSITION PER

MANUFACTURER'S

RECOMMENDATIONS

4" M

IN

REMOVE EXISTING PARAPET FLASHING

BEYOND AT ADDITION INTERSECTION

AND RE-INSTALL MEMBRANE FLASHING

AND METAL PARAPET COPING, PER

TYPICAL PARAPET FLASHING DETAIL

D7

A5.0

SIM

ADDITION PARAPET

WALL CONSTRUCTION

FORMED SCUPPER

METAL FLASHING

ROOF MEMBRANE STRIP OVER

SCUPPER FLASHING AS

RECOMMENDED BY THE

MANUFACTURER

PRESSURE TREATED BLOCKING

WRAP VAPOR BARRIER INTO

SCUPPER OPENING

WRAP AIR/WEATHER BARRIER INTO SCUPPER

OPENING AND OVERLAP VAPOR BARRIER

CONDUCTOR HEAD BELOW 3"

G7

A5.0

SEALANT, TYP

8" M

IN

IM

U M

3"

SLOPE BOTTOM OF

CURB TO MATCH

STRUCTURAL SLOPE

FOLLOW MANUFACTURER'S

RECOMMENDING CURB

FLASHING DETAILS

WRAP MEMBRANE

OVER CURB

COUNTERFLASHING

PREFORMED INSULATED CURB

8" M

IN

" M

IN

USE MANUFACTURER

RECOMMENDED PIPE

FLASHING

SEALANT, TYP

C

IT

Y O

F N

E W

H A

VE

N

D E

P A

R

TM

E N

T O

F E

N G

IN

E

E R

IN

G

TH

E

H O

N O

R A

B

LE

J U

S

TI

N M

. E

LI

C K

E R

, M A

Y O

R

G

IO

V A

N N

I Z

IN

N , P

.E

C

IT

Y E

N G

IN

E

E R

PROJECT NAME AND ADDRESS

DRAWN BY DESIGNED BY

DATE

PROJECT NUMBER

PROFESSIONAL SEAL

SHEET TITLE

SHEET NUMBER

PROJECT PHASE

NO. DESCRIPTION DATE

SCALE

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

As indicated

C

U s e rs \m k o p s \D o c u m e n ts

\2

-1

-2 A n im a l S h e lt e r R

M

K o p s .r vt

4/10/2026

21-120-25

ANIMAL SHELTER

81 FOURNIER STREET

NEW HAVEN, CT 06511

MAK MAK

ROOF AND SIDEWALK DETAILS

A5.0

BID SET

3" = 1'-0"

E5

TYPICAL PARAPET DETAIL

3" = 1'-0" G7

SCUPPER DETAIL

3" = 1'-0"

G4

ROOF TRANSITION AT EXISTING SCUPPER

D1

SIDEWALK DETAILS

3" = 1'-0" D7

SCUPPER PLAN DETAIL

3" = 1'-0" G3

CURB DETAIL

3" = 1'-0"

ROOF PIPE PENETRATION

F

VETERINARY

DISHES

STORAGE

GROOMING

GROOMING

TABLE, NIC

EXAM TABLE WITH

INTERNAL SCALE. NIC

A6.1 A6.1

A6.1 E9

16' - 2 5/8" 0' - 4 7/8" 8' - 2 3/8" 0' - 7 1/4" 11' - 2 7/8" 4' - 7 5/8"

GROOMING

BATH TUB,

SALVAGED

SHELVING, TYP, NIC

G4

A4.1

G3

A4.2

24"38"132" 40" 40" 40" 124"

NEW DOOR IN EXISTING

WALL, ALIGN OPENING

WITH MASONRY

COURSING AS POSSIBLE

4"

P6

P4A

M8-A

M8-B

M8-D

M8-C

140C

140A

E7 E4

A3.0

G5

13" 40" 16"

G1

A3.0

DISINFECTION

140A

VESTIBULE

HALL

UPPER

36"W x 18"H x 12"D

UPPER

15"W x 30"H x 12"D

UPPER

15"W x 30"H x 12"D

SINK BASE

36"W x 24"D

BASE

15"W x 24"D

BASE

15"W x 24"D

GROOMING

BATH,

SALVAGED

EXISTING

RECEPTACLE,

REPLACE DEVICE

WIREMOLD ON

MASONRY

TA.06 TA.08

A6.1

E2

BREAK ROOM

MECH

110B

HALL

ADA LAV

60" MIN CLEAR

3"

PATCH WALL WHERE DOOR FRAME WAS REMOVED

1' - 6"

4"

1'-6" MIN

1' - 8"

1'

6"

ALIGN FACE OF

WALL WITH

MASONRY

OPENING P4F

P4B

CLEAR SPACE TO

USE VERTICAL

BABY CHANGER

ADA TURNING

RADIUS

PULL SIDE ADA DOOR CLEARANCE

PUSH SIDE ADA

DOOR CLEARANCE

TA.06

TA.07

PL.02

TA.02 TA.05

TA.04

TA.03

TA.01

" M

IN

C

LE

A

R

DOUBLE-TIER LOCKERS, QTY (4)

C

LE

A R

M

IN

ADA

APRON

UPPER

21"W x 30"H x 12"D

UPPER

36"W x 18"H x 12"D UPPER

21"W x 30"H x 12"D

21"W x 24"D

ADA BASE

21"W x 24"D

ADA BASE

REFRIGERATOR,

OFCI

WIREMOLD, TYP ON

MASONRY WALLS,

NOT ACROSS SINK

TA.06 TA.08

ACCESSIBLE

LAVATORY

MIRROR

FINISH FLOOR

TOILET PAPER

HOLDER

SANITARY

NAPKIN

DISPOSAL

NOTES:

1. ALL DEVICES SHALL BE

INSTALLED AT MOUNTING

HEIGHTS AS INDICATED

ON THE DETAIL UNLESS

OTHERWISE NOTED.

2. PROVIDE ALL NECESSARY

BLOCKING

TYPICAL MOUNTING

HEIGHTS

PL.02 TA.01 TA.03 TA.04

CALL FOR

ASSISTANCE ALARM

PULL SWITCH

TA.05

3'

3"

" M

A X

PAPER TOWEL

DISPENSER

TA.06 TA.07

BABY

CHANGING

TABLE

DISINFECTION

SINK

PL.06

24"

2'

2'

1"

A T

C A

S E

W O

R K

TA.08

TA.10

TA.03

TA.02

TA.02

42"12"

6"

39"

ELEVATION AT ADA TOILETPLAN AT ADA TOILET

TOILET TISSUE DISPENSER

CALL FOR ASSISTANCE ALARM

PULL SWITCH REQUIRED IN

SINGLE…