Drawings Voloume 1.pdf

LOCATION PLAN

SITE PLAN

CONTRACT DRAWINGS

Q U I

T R A N S TU L I T

S U S T I N E T

LAND ID: 04304

GOVERNOR NED LAMONT

PROJECT NO. BI-2B-500

STATE OF CONNECTICUT NO. TITLE

G100 COVER SHEET

G101 GENERAL NOTES & LEGENDS

G102 GENERAL NOTES & LEGENDS

G103 SITE LOGISTICS PLAN

G104 WIND ZONE AND EDGE METAL INFORMATION

A101 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A301 WINDOW AND WALL SECTIONS AND ELEVATIONS

A501 ROOF DETAILS

A502 ROOF DETAILS

A503 DOOR DETAILS

A504 TYPICAL MASONRY/CONCRETE RESTORATION DEMO DETAILS

A505 TYPICAL MASONRY/CONCRETE RESTORATION DEMO DETAILS

A506 TYPICAL MASONRY/CONCRETE RESTORATION DETAILS

A507 TYPICAL MASONRY/CONCRETE REPAIR AND FLASHING DETAILS

A508 ROOF AREA B CHIMNEY DETAILS (SUPPLEMENTAL BID NO. 1)

S101 TRUSS ELEVATIONS AND REPAIR DETAILS

S102 STRUCTURAL DETAILS

MP1.1 MECHANICAL / PLUMBING PLANS

E1.1 ELECTRICAL PLANS

E2.1 ELECTRICAL ELEVATIONS

E2.2 ELECTRICAL ELEVATIONS

H101 ROOF ABATEMENT PLAN

H201 EXTERIOR ELEVATIONS ABATEMENTDEPARTMENT OF ADMINISTRATIVE SERVICES

MICHELLE H. GILMAN

COMMISSIONER

TROOP H

MAINTENANCE FACILITY REPAIRS

100R WASHINGTON STREET

HARTFORD, CONNECTICUT

GALE ASSOCIATES INC.

703 HEBRON AVENUE

GLASTONBURY, CONNECTICUT 06033

(860) 430-5660

ISSUED FOR BID | 04/24/2026

FACILITY ID: 19728

D.C.S BUILDING IDENTIFICATION NO.

PROJECT BUILDING

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

GENERAL NOTES

ROOFING NOTES

1. THE INFORMATION SHOWN ON THIS DRAWING HAS BEEN COMPILED FROM VARIOUS SOURCES

AND MAY NOT REFLECT THE ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION.

2. FOR THE SAKE OF CLARITY, EACH INDIVIDUAL DETAIL HAS NOT BEEN INDICATED ON THE

PLANS AND/OR ELEVATIONS. INSTALLATION DETAILS HAVE BEEN INDICATED FOR TYPICAL

COMPONENTS AT RANDOM LOCATIONS.

3. HATCH PATTERNS ARE FOR REPRESENTATION ONLY AND SHOULD NOT BE USED AS A MEANS

FOR QUANTIFYING.

4. JOB SITE SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. GALE REPRESENTATIVES,

INCLUDING SUBCONSULTANTS RETAINED BY GALE, MAY VISIT THE JOB SITE FROM TIME TO

TIME. THESE VISITS ARE FOR CLARIFICATIONS OF SPECIFIC DESIGN RELATED ISSUES ONLY

AND ARE NOT FOR THE PURPOSES OF JOB SITE SAFETY. IT IS THE CONTRACTOR'S SOLE

RESPONSIBILITY TO COMPLY WITH ALL SITE SAFETY APPLICABLE REQUIREMENTS.

5. ALL ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL

REGULATIONS APPLICABLE TO THE PROJECT.

6. THE CONTRACTOR SHALL REPORT DETERIORATED OR UNSUITABLE STRUCTURAL

COMPONENTS OR SUBSTRATES TO THE OWNER PRIOR TO PERFORMING ANY INSTALLATION

WORK.

7. THE CONTRACTOR IS CAUTIONED THAT DUE TO BUILDING OCCUPANCY, THE OWNER

REQUIRES COMPLIANCE ON WORK HOURS, SCHEDULING, SET-UP, CLEANUP, PARKING,

SECURITY, ETC. REFER TO SPECIFICATIONS FOR OWNER REQUIREMENTS.

8. DETAILS NOT DEPICTED SHALL BE CONSTRUCTED IN A MANNER CONSISTENT WITH THE

DETAIL DRAWINGS.

9. REFER TO CONTRACT DOCUMENTS FOR WORK SCHEDULE LIMITATIONS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND LEGALLY DISPOSING OF ALL

MATERIALS LISTED AND/OR INDICATED ON THE DRAWINGS OR NOTED IN THE WRITTEN

SPECIFICATIONS; TYPICAL.

11. THE BUILDING SHALL BE MAINTAINED IN A DUST FREE CONDITION. THE CONTRACTOR SHALL

PROVIDE ALL NECESSARY TEMPORARY PROTECTION TO ENSURE THE INTERIOR OF THE

BUILDING REMAINS DUST FREE. NO DEMOLITION CAN PROCEED UNTIL AN APPROVED

TEMPORARY PROTECTION SYSTEM IS IN PLACE.

12. DUE TO THE CONGESTION AROUND THE PROJECT SITE THE CONTRACTOR MUST PROVIDE

DETAILED TRAFFIC AND SCAFFOLDING PLANS TO THE OWNER FOR REVIEW. THE

CONTRACTOR WILL ONLY BE ALLOWED THE AREAS SHOWN FOR SETUP AND STORAGE OF

MATERIALS.

13. NOTIFY THE OWNER OF WORK LOCATIONS A MINIMUM OF 72 HOURS IN ADVANCE IN ORDER

THAT OCCUPANCY BELOW THE WORK AREAS MAY BE CONTROLLED.

14. REFER TO SPECIFICATIONS FOR HAZARDOUS MATERIAL DEMOLITION AND HANDLING.

15. THE SITE IS A SECURE, CONTROLLED-ACCESS FACILITY. THE CONTRACTOR MUST MAINTAIN

SECURITY AT ALL TIMES. ACCESS IS LIMITED TO AUTHORIZED PERSONNEL ONLY.

16. NO WORK SHALL BE PERFORMED IN FRONT OR WITHIN 12 FEET, IN ANY DIRECTION, OF THE

EXISTING OR NEW MICROWAVE ELLIPTICAL COMMUNICATION ANTENNA WHILE THE ANTENNA

SYSTEM IS ACTIVE.

1. ROOFING AND FLASHING SHALL BE 100% WEATHERTIGHT ON A DAILY BASIS.

2. REMOVE ONLY AS MUCH ROOFING AS CAN BE REPLACED OR MADE WETHER TIGHT ON THE

SAME DAY.

3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT ADJACENT NOT IN CONTRACT

ROOF SYSTEMS AND NEWLY INSTALLED ROOF AREAS. ANY DAMAGE THAT OCCURS AS A

RESULT OF THE CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

4. DISCONNECT, REMOVE, RAISE, REINSTALL, AND RECONNECT EXISTING ROOFTOP EQUIPMENT

AND ASSOCIATED MECHANICAL/ELECTRICAL PENETRATIONS TO PROVIDE MINIMUM SPECIFIED

FLASHING HEIGHTS. COORDINATE ALL DISCONNECTIONS WITH THE OWNER IN ADVANCE.

5. CONTRACTOR TO VERIFY WITH BUILDING OWNER THE STATUS OF ALL HVAC EQUIPMENT,

MECHANICAL UNITS, AND RELATED ROOFTOP PENETRATIONS. ALL DESIGNATED ABANDONED

ROOFTOP EQUIPMENT, STACKS, WOOD SLEEPERS, ETC. SHALL BE REMOVED AND LEGALLY

DISPOSED OF OFF SITE. EXISTING ROOF DECK SHALL BE PATCHED/ REPAIRED AND PREPARED

TO RECEIVE NEW ROOFING SYSTEM.

6. RESECURE ALL PIPES, CONDUITS, ETC. AND REPLACE ALL FAILED, DETERIORATING, AND

MISSING FASTENERS. REMOVE AND REPLACE ALL DETERIORATED SLEEPERS WITH NEW

PRE-MANUFACTURED WOOD SLEEPERS. RELOCATE PIPE SUPPORTS AND SLEEPERS AS

REQUIRED TO PROVIDE PROPER ATTACHMENT OF THE FASTENERS AND SUPPORT TO THE

PIPES WITHOUT OBSTRUCTING ROOFTOP DRAINAGE; TYPICAL.

7. NIGHTLY TIE-IN OF THE ROOF INSULATION SYSTEM SHALL BE STAGGERED MINIMUM 12"

BETWEEN EACH LAYER. LOOSE LAID BOARDS WILL BE REQUIRED TO PROVIDE TEMPORARY

SUPPORT OF THE CONDITIONS. SHOULD STAGGERED INSULATION NOT BE PROVIDED, THE

ROOF INSULATION IS SUBJECT TO REMOVAL AND REPLACEMENT AT NO ADDITIONAL COST TO

THE OWNER.

8. CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REINSTALLING EXISTING LIGHTING,

WALL-MOUNTED FIXTURES, CONDUITS, AND OTHER MISCELLANEOUS EXISTING EQUIPMENT IN

ORDER TO REMOVE AND INSTALL NEW UNDERLAYMENT, ROOFING SYSTEM, GUTTERS AND

DOWNSPOUTS.

ROOF EDGE

EXPANSION JOINT

PARAPET

RIDGE/HIP LINE

VALLEY

CONTROL JOINT

PORTABLE GUARD RAILS

CONDUIT/ LIGHTNING

PROTECTION CABLES

CRICKET

DUCT/RTU SUPPORT

GUTTER WITH DOWNSPOUT

HEAT TRACE CABLES

MECHANICAL PIPING

SNOW GUARD

WELDED WIRE FABRIC

BENCHMARK

DETAIL INDICATOR

ELEVATION CALLOUT

PHOTO INDICATOR

ROOF ELEVATION RELATIVE TO

GRADE WHICH IS ASSUMED TO

BE ZERO FEET

DUCTWORK

MANUFACTURER'S WALKWAY

PADS

ROOF AREA NOT IN CONTRACT

AIR CONDITIONING UNIT WITH

OPTIONAL STAND

ROOF ANTENNA

TELEPHONE ANTENNA

WALL MOUNTED ANTENNA

CAP

CHIMNEY

DOOR

DOWNSPOUT

AUGMENTING ROOF DRAIN

OVERFLOW ROOF DRAIN

ROOF DRAIN

ROOF DRAIN WITH SUMP

WALL DRAIN

DUCT

BUILDING ENTRANCE

ELECTRICAL PANEL

WALL MOUNTED ELECTRICAL

CONDUIT

WALL MOUNTED ELECTRICAL

PANEL

E.J.

E

NOTE

ELEV.=_'-_"±

D

G

L

PS

RTU

J

A

VP

E

M

TEL

A

F

HP

FA

L

F

J

FA

CC

D

DS

S

AC

FAN

FIRE ALARM

ACCESS HATCH

SMOKE HATCH

ACCESS LADDER

WALL MOUNTED LADDER

LEAK

LIGHT FIXTURE

LIGHTNING ROD

LOUVER

ELECTRICAL PENETRATIONS

PIPE PENETRATION

MECHANICAL PENETRATION

UNKNOWN PENETRATION

VENT PIPE

GLASS VENT PIPE

HOT PIPE

POURABLE SEALER BOX

ROOF TOP MECHANICAL UNIT

SATELLITE DISH

SCUPPER

OVERFLOW SCUPPER

SECURITY CAMERA

SKYLIGHT

SLEEPER

STRUCTURAL SLOPE

TAPERED INSULATION SLOPE

SPLASHBOX

STACK

SUPPORT

TEST CUT LOCATION

TEL UNIT

VENT

J-VENT

WATER SPIGOT

WINDOW

ABANDONED

H

EE EE E

A50_

NOTE

LEGEND

AC

(A)

V

ALL ITEMS ARE EXISTING UNLESS OTHERWISE NOTED

PHOTOGRAPHIC DOCUMENTATION NOTES

1. THE INFORMATION SHOWN ON THIS DRAWING HAS BEEN COMPILED FROM VARIOUS SOURCES

AND MAY NOT REFLECT THE ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION.

2. PHOTOGRAPHIC INDICATORS ARE IN APPROXIMATE LOCATIONS. THEY ARE NOT INTENDED TO

DEFINE THE LIMITS OF WORK.

3. THE PHOTOGRAPHS SHOWN ARE BOTH UNIQUE AND TYPICAL CONDITIONS. THEY ARE NOT

MEANT TO BE ALL ENCOMPASSING.

CODE INFORMATION

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONS OF THE FOLLOWING

BUILDING CODES AND STANDARDS:

· THE 2022 CONNECTICUT STATE BUILDING CODE (CSBC).

· 2021 INTERNATIONAL BUILDING CODE

· 2021 INTERNATIONAL EXISTING BUILDING CODE

· 2021 INTERNATIONAL PLUMBING CODE

· 2021 INTERNATIONAL MECHANICAL CODE

· 2021 INTERNATIONAL ENERGY CONSERVATION CODE

· 2020 NATIONAL ELECTRICAL CODE (NFPA 70)

· 2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS & FACILITIES

2. CODE SUMMARY:

· USE GROUP (OCCUPANCY): S-1

· WORK CLASSIFICATION: LEVEL 1 ALTERATION

3. DESIGN LOADS

DESIGN CODE - 2022 CONNECTICUT STATE BUILDING CODE (CSBC) .

ROOF AREA A:

DEAD LOADS:

ROOFING 10 PSF

STRUCTURE ACTUAL WEIGHT

LIVE LOADS:

GROUND SNOW LOAD 30.0 PSF

SLOPED ROOF SNOW LOAD, PS 22.0 PSF

WIND:

BASIC WIND SPEED 120.0 MPH

EXPOSURE CATEGORY C

RISK CATEGORY II

MEAN ROOF HEIGHT 25'

INTERNAL PRESSURE COEFFICIENT, GCPI = +/- 0.18

REFERENCE WIND PRESSURE Q 20.62 PSF

SNOW LOADS

GROUND SNOW LOAD, Pg 30.0 PSF IMPORTANCE FACTOR, Is 1.00 EXPOSURE FACTOR, Ce 0.90 THERMAL FACTOR, Ct 1.00 FLAT ROOF SNOW LOAD, Pf 30.00 PSF

DRIFT, SLIDING, AND UNBALANCED LOADS IN ACCORDANCE WITH ASCE7-16.

ROOF AREA B:

ALL DESIGN LOADS ARE THE SAME AS ROOF AREA A.

DRIFT, SLIDING, AND UNBALANCED LOADS IN ACCORDANCE WITH ASCE7-16.

X.X.X X.X.XX.X.X

AS NOTED

G101978120 G100s.dwg

GENERAL NOTES AND LEGENDS

KEY PLAN

NOT TO SCALE

NORTH

ROOF AREA A

ROOF AREA C

ROOF

AREA B

CODE INFORMATION

ROOF AREA C:

DEAD LOADS:

ROOFING 10 PSF

STRUCTURE ACTUAL WEIGHT

LIVE LOADS:

GROUND SNOW LOAD 30.0 PSF

SLOPED ROOF SNOW LOAD, PS 22.0 PSF

WIND:

BASIC WIND SPEED 120.0 MPH

EXPOSURE CATEGORY C

RISK CATEGORY II

MEAN ROOF HEIGHT 21.01'

INTERNAL PRESSURE COEFFICIENT, GCPI = +/- 0.18

REFERENCE WIND PRESSURE Q 19.6 PSF

SNOW LOADS

GROUND SNOW LOAD, Pg 30.0 PSF IMPORTANCE FACTOR, Is 1.00 EXPOSURE FACTOR, Ce 0.90 THERMAL FACTOR, Ct 1.00 FLAT ROOF SNOW LOAD, Pf 30.00 PSF

DRIFT, SLIDING, AND UNBALANCED LOADS IN ACCORDANCE WITH ASCE7-16.

EXISTING ROOF AREA A EXISTING ROOF AREA C

COATING

±3" SPRAY FOAM INSULATION

PLY LAYERS (VARIES) W/

SOME EMBEDDED GRAVEL

ROSIN PAPER

±1.5" WOOD PLANK

COATING

±3" SPRAY FOAM INSULATION

MINERAL SURFACED ROLL

ROOFING

ROSIN PAPER

±1.5" WOOD PLANK

EXISTING ROOF AREA B

COATING

±3" SPRAY FOAM INSULATION

PLY LAYERS (VARIES) W/

SOME EMBEDDED GRAVEL

ROSIN PAPER

±1.5" WOOD PLANK

NEW ROOF AREA A NEW ROOF AREA B NEW ROOF AREA C

SINGLE PLY THERMOPLASTIC

MEMBRANE

1/2" COVERBOARD

R-33 MIN POLYISOCYANURATE

ROOF INSULATION

VAPOR RETARDER

EXISTING ±1.5" WOOD PLANK

SINGLE PLY THERMOPLASTIC

MEMBRANE

1/2" COVERBOARD

R-33 MIN POLYISOCYANURATE

ROOF INSULATION

VAPOR RETARDER

EXISTING ±1.5" WOOD PLANK

SINGLE PLY THERMOPLASTIC

MEMBRANE

1/2" COVERBOARD

R-33 MIN POLYISOCYANURATE

ROOF INSULATION

VAPOR RETARDER

EXISTING ±1.5" WOOD PLANK

4'-0"

4'-0"

4'-0"

8'-0"

12'-0" 4"x4"

WOOD POST

Sign has white background with blue lettering. Blue is Connecticut Blue, base equal to HEX #3371E7 in color and consistency. The preferred font is Poppins. Arial is also acceptable.

WATER FLOW 12

" T

YP

NOTES:

1. THE CONTRACTOR SHALL MAINTAIN THE EROSION

CONTROL BERM IN A FUNCTIONAL CONDITION AT

ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED.

2. WHERE THE BERM REQUIRES REPAIR, IT SHALL BE

ROUTINELY REPAIRED.

3. THE CONTRACTOR SHALL REMOVE SEDIMENTS

COLLECTED AT THE BASE OF THE BERM WHEN

THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE

BERM, OR AS DIRECTED BY THE ENGINEER.

COMPOST FILLED

FILTER SOCK

STAKE IN PLACE 6'

O.C. MIN.

SCALE:

G102

SILT SOCK EROSION CONTROL DETAIL

N.T.S.

SCALE:

G102

TEMPORARY INLET PROTECTION DETAIL

N.T.S.

FINISHED GRADE

DURING CONSTRUCTION, PROVIDE AND MAINTAIN INLET BASKETS TO TRAP

SEDIMENT IN RUNOFF. INSPECTION SHALL TAKE PLACE AFTER EACH HEAVY

RAIN EVENT AND REPLACEMENT SHALL BE PER THE DIRECTION OF THE

OWNER'S REPRESENTATIVE

SILT SOCK AROUND PERIMETER

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

EXISTING ROOF CROSS SECTION 0 3" 6" 9"

NEW ROOF CROSS SECTION 0 3" 6" 9"

DEMOLITION NOTES

1. NO DEMOLITION WORK SHALL PROCEED UNTIL A PLAN HAS BEEN SUBMITTED TO AND

APPROVED BY THE OWNER AND ENGINEER DETAILING THE METHODS AND EQUIPMENT TO BE

USED TO DEMOLISH AND/OR SURFACE PREPARE STRUCTURES AND FEATURES.

2. ALL REMOVED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF SITE IN A

MANNER SATISFACTORY TO THE OWNER AND CURRENT DEEP/EPA REQUIREMENTS.

3. SCOPE OF DEMOLITION WORK INCLUDES THE REMOVAL OF EXISTING ROOFING SYSTEM,

REMOVAL OF PORTIONS OF THE EXISTING MASONRY EXTERIOR WALL SYSTEM, REMOVAL OF AN

EXISTING SECTION OVERHEAD DOOR AND METAL MAN DOOR AND FRAME, AND REMOVAL OF

BROKEN WINDOW UNITS AS SHOWN ON THE DESIGN DRAWINGS.

4. THE CONTRACTOR SHALL USE CAUTION WHILE PERFORMING DEMOLITION WORK NEAR THE

EXISTING BUILDING STRUCTURES TO REMAIN.

5. ALL ITEMS NOTED TO BE REMOVED (NOT INDICATED TO BE REUSED) MUST BE PROPERLY

DISPOSED OF.

6. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM

INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED

FACILITIES.

7. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO

EXISTING BUILDINGS, FACILITIES, AND SITE IMPROVEMENTS TO REMAIN.

8. USE WATER MIST AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT.

COMPLY WITH GOVERNING ENVIRONMENTAL PROTECTION REGULATIONS.

9. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT

SURFACES AND AREAS.

10. CLEAN ADJACENT STRUCTURES OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE

DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START

OF SELECTIVE DEMOLITION.

11. CONTRACTOR SHALL PROVIDE STORMWATER DEBRIS PROTECTION AND INSTALL SILT SOCK

BARRIERS AS NEEDED TO PREVENT RUNOFF AND SEDIMENT MIGRATION. REFER TO DETAIL

1/G102 AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

12. REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION

AND AS INDICATED. CONTRACTOR TO BE RESPONSIBLE FOR ANY CUTTING AND PATCHING

THAT IS REQUIRED.

13. EXISTING STRUCTURES, UTILITY LINES AND EMBEDDED UTILITIES MUST BE IDENTIFIED BY THE

OWNER AND CONTRACTOR, AND MARKED ON-SITE PRIOR TO INITIATING CONSTRUCTION. IN

THE EVENT THAT ANY UNMARKED OR UNKNOWN STRUCTURE/UTILITY ARE UNCOVERED BY THE

CONTRACTOR, WORK MUST HALT AND THE CONTRACTOR SHALL REPORT ITS FINDINGS TO THE

OWNER'S SITE REPRESENTATIVE FOR INSTRUCTIONS BEFORE PROCEEDING FURTHER. THE

EXISTING STRUCTURES AND UTILITIES WHICH ARE ADJACENT TO THE SITE AND THOSE TO

REMAIN WITHIN THE LIMITS OF THE WORK SHALL BE PROTECTED AGAINST DAMAGE. THE

CONTRACTOR SHALL BE FULLY RESPONSIBLE TO THE OWNER IN THE EVENT OF REMOVAL OF

OR DAMAGE TO ANY EXISTING OBJECTS BY CONTRACTORS PERSONNEL, WHICH ARE INTENDED

BY THE OWNER TO REMAIN IN PLACE.

TEMPORARY SHORING NOTES

1. THE CONTRACTOR MUST PROVIDE TEMPORARY

STRUCTURAL SHORING SUPPORT OR SHORING TO

PERFORM REPAIRS AS NOTED ON THE DRAWINGS. ALL

MEANS AND METHODS TO ACCOMPLISH THE REPAIR WORK

IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

SUBMIT PROPOSED MEANS AND METHODS TO THE OWNER

AND ENGINEER FOR REVIEW.

2. THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS TO THE

ENGINEER PRIOR TO THE PERFORMANCE OF ANY WORK

SHOWING THE LOCATION, SIZE, DIMENSIONS, CAPACITY,

DETAIL, WEIGHT, EQUIPMENT, ETC. OF ALL SUPPORTING

MEMBERS AS WELL AS A TIME SCHEDULE AND SEQUENCE

OF WORK INDICATING WHEN ALL THE PERTINENT ITEMS OF

WORK WILL BE PERFORMED.

3. THE CONTRACTOR MUST SUBMIT DESIGN CALCULATIONS,

SIGNED-AND-SEALED BY A REGISTERED PROFESSIONAL

ENGINEER IN THE STATE OF CONNECTICUT, TO THE

ENGINEER FOR REVIEW PRIOR TO, OR INCLUSIVE WITH,

SHOP DRAWINGS.

4. NO CONSTRUCTION WORK WILL COMMENCE UNTIL THE

ENGINEER HAS REVIEWED THE SHORING SHOP DRAWINGS

AND DESIGN CALCULATIONS.

5. CONTRACTOR MUST PROVIDE ADEQUATE LATERAL

BRACING. ALL SHORING MUST BE CONTINUOUS THROUGH

ALL LEVELS AND/OR SOLIDLY BLOCKED BETWEEN LEVELS.

ALL SHORES MUST BE CARRIED DOWN TO FIRM BEARING

MATERIAL AND THE LOAD MUST BE ADEQUATELY SPREAD

OUT IF SUPPORTED ON THE EXISTING GRADE.

6. THE CONTRACTOR SHALL JACK BUILDING COMPONENTS TO

A TRUE, PLUMB AND LEVEL PLANE. ANY DEFICIENCIES OR

DAMAGE AS A RESULT OF SHORING OR JACKING SHALL BE

THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE

RESTORED TO THE ORIGINAL CONDITION AT NO

ADDITIONAL COST TO THE OWNER.

7. CONTRACTOR SHALL PROVIDE ALL OVERHEAD

PROTECTION AT BUILDING ENTRANCE WAYS IN

ACCORDANCE WITH OSHA, LOCAL, STATE AND FEDERAL

GUIDELINES.

8. ANY DEFICIENCIES OR DAMAGE AS A RESULT OF SHORING

SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL

BE RESTORED TO THE ORIGINAL CONDITION AT NO

ADDITIONAL COST TO THE OWNER.

X.X.X X.X.XX.X.X

AS NOTED

G102978120 G100s.dwg

GENERAL NOTES AND LEGENDS

CT DAS PROJECT SIGN TEMPLATE 0 1' 2' 3'

KEY PLAN

NOT TO SCALE

NORTH

ROOF AREA A

ROOF AREA C

ROOF

AREA B

NOTE:

CONTRACTOR TO FIELD

VERIFY THICKNESS OF

EXISTING WOOD PLANK ROOF

DECK PRIOR TO FABRICATION

AND PROCUREMENT OF NEW

REPAIR DECKING

EXISTING APPROXIMATE R VALUE = 11

IECC REQUIRED R VALUE = 30

IgCC REQUIRED R VALUE = 32.9

PROVIDED R-VALUE = 33 MIN.

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

SITE PLAN

X.X.X X.X.XX.X.X

AS NOTED

G103978120 G100s.dwg

SITE LOGISTICS PLAN

KEY PLAN

NOT TO SCALE

NORTH

AREA A AREA CAREA B

SITE NOTES

SITE SYMBOLS LEGEND

CONTRACT LIMIT LINE

EXISTING SECURE PERIMETER/FENCE

LINE

FENCE LINE

FENCE LINE WITH OVERHEAD

PROTECTION

CONTRACTOR PARKING, LAYDOWN

AREA, & STAGING/MATERIAL

CONTRACTOR RESTRICTED AREA(S);

MAINTAIN FREE AND CLEAR ACCESS

PEDESTRIAN EGRESS/ACCESS

WALKING PATH; MAINTAIN

ACCESSIBILITY IN SAFE MANNER

ACCESS ROAD;

DO NOT BLOCK

CONTRACTOR PARKING AND LAYDOWN

GATE

SITE PLAN NOTES

1. CONTRACTOR SHALL BASE STAGING REQUIREMENTS ON THE INFORMATION SHOWN. THE LOCATIONS ARE APPROXIMATE AND MAY BE SUBJECT

TO CHANGE.

2. CONTRACTOR WILL BE REQUIRED TO PROVIDE A DETAILED STAGING/LAYOUT PLAN FOR THE OWNER'S REVIEW AND APPROVAL.

3. CONTRACTOR SHALL PROVIDE OVERHEAD PROTECTION AT BUILDING ENTRANCE WAYS IN ACCORDANCE WITH OSHA, LOCAL, STATE, AND

FEDERAL GUIDELINES.

4. OVERHEAD PROTECTION SHALL EXTEND A MINIMUM OF 8'-0" BEYOND THE BUILDING'S ENTRANCES.

5. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES TO PREVENT PEDESTRIANS FROM ACCESSING THE WORK AREA, FROM WALKING UNDER

WORK LOCATIONS, AND FROM WALKING UNDER THE CRANE AND LOADING AREAS.

6. CONTRACTOR MAY PROVIDE TEMPORARY BARRICADES AT PEDESTRIAN WALKWAYS IN LIEU OF OVERHEAD PROTECTION SHOULD THE ROOF AREAS ABOVE SAID WALKWAYS BE REMOVED AND REPLACED IN THE SAME DAY. CONTRACTOR WILL BE REQUIRED TO PROVIDE A MONITOR AT

GROUND LEVEL TO WARN PEDESTRIAN TRAFFIC OF THE ABOVE-ROOFLINE WORK.

7. CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION FOR THE PAVED AREAS, CURBS, SIDEWALKS, AND LANDSCAPED AREAS TO PREVENT DAMAGE FROM THE WORK, MATERIALS, OR EQUIPMENT. THE CONTRACTOR WILL BE RESPONSIBLE TO REPAIR/REPLACE ANY DAMAGED

LOCATIONS AT NO ADDITIONAL COST TO THE OWNER.

8. CONTRACTOR SHALL PROVIDE STORMWATER DEBRIS AND CATCH BASIS INLET CONTROL PROTECTION AND INSTALL SILT SOCK BARRIERS AS NEEDED TO PREVENT RUNOFF AND SEDIMENT MIGRATION. REFER TO DETAILS 1 & 2 ON SHEET G102 AND SPECIFICATIONS FOR ADDITIONAL

INFORMATION AND REQUIREMENTS.

GAS AND WATER

CONNECTIONS

LOCATED HERE.

DO NOT DISCONNECT.

SEQUENCE 01 -TEMPORARY RELOCATEDHC PARKING, 6-SPACES

SEQUENCE 01 - REMOVE

AND REINSTALL PORTION OF

SECURE PERIMETER FENCE

CONSTRUCTION

FENCE -

SEQUENCE 01

SEQUENCE 02 - REMOVE

AND REINSTALL PORTION OF

SECURE PERIMETER FENCE

CONSTRUCTION

FENCE -

SEQUENCE 02

SEQUENCE 01 CONSTRUCTION ACCESS

FROM PARKING LOT SHALL BE LIMITED TO

OFF HOURS - COORDINATE WITH OWNER.

AREA A

SEQUENCE 01A

AREA B

SEQUENCE 01B

AREA C

SEQUENCE 02

PROPOSED CONTRACTOR PARKING AREA.

PROPOSED CONTRACTOR LAYDOWN AREA.

PROPOSED STAGING AND MATERIAL STORAGE AREA.

PARKING AREA(S) RESTRICTED FROM CONTRACTOR USE.

PROVIDE OVERHEAD PROTECTED COVERED WALKWAY TO MAINTAIN FREE AND CLEAR ACCESS

TO EGRESS DOORS.

SITE ACCESS SLIDING SECURITY GATE. MAINTAIN FREE AND CLEAR ACCESS TO SITE GATE AT

ALL TIMES

PROJECT SIGN

COORDINATE LOCATION WITH OWNER

FUEL FILLING STATION TO BE KEPT

CLEAR OF ALL MATERIALS AND WORK.

8" MAX

4"

3"

3/4"

3/4"

1"

0.050" THICK ALUMINUM

CONFORMING TO ASTM

B209

0.040" THICK ALUMINUM

CONFORMING TO ASTM

B209

1" 1/2"

1 3/4"

1 14" LONG GALVANIZED STEEL

ROOFING NAIL AT 6" O.C.

EMBEDDED EDGE

1 14" LONG GALVANIZED STEEL

ROOFING NAIL AT 3" O.C. -

STAGGERED 12"

CONTINUOUSLY HAND

CRIMP HEM OVER CLEAT

8" MAX

1" 4"

1 3/4"

1" 1/2"

45°

1"

0.040" THICK ALUMINUM

CONFORMING TO ASTM

B209

0.040" THICK ALUMINUM

CONFORMING TO ASTM

B209

1"

7" MAX

45°3/8"

1 1/2"

1 14" LONG GALVANIZED STEEL

ROOFING NAIL AT 6" O.C.

EMBEDDED EDGE (A-TYPE)

1 14" LONG GALVANIZED STEEL

ROOFING NAIL AT 3" O.C. -

STAGGERED 12"

CONTINUOUSLY HAND

CRIMP HEM OVER CLEAT

1 3/4"

3/4"

1 14" LONG GALVANIZED STEEL

ROOFING NAIL AT 6" O.C.

EMBEDDED EDGE

CONTINUOUSLY HAND

CRIMP HEM OVER CLEAT

1 14" LONG GALVANIZED STEEL

ROOFING NAIL AT 12" O.C.

0.040" THICK ALUMINUM

CONFORMING TO ASTM B209

0.050" THICK ALUMINUM

CONFORMING TO ASTM B209

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

WIND ZONE PLAN

X.X.X X.X.XX.X.X

AS NOTED

G104978120 G100s.dwg

WIND ZONE AND EDGE METAL INFORMATION

KEY PLAN

NOT TO SCALE

NORTH

ROOF AREA A

ROOF AREA C

ROOF

AREA B

ZONE 3

ZONE 2

ZONE 1

UL-RATED EDGE METAL

ASCE 7-16 PRESSURES:

ROOF AREA ZONE 1 ZONE 2 ZONE 3

A -55.2 -72.8 -99.3

B -72.8 -99.3

C -61.8 -90.2 -107.2

WIND UPLIFT PRESSURES

FM-GLOBAL RATINGS:

ROOF AREA ZONE 1 ZONE 2 ZONE 3 X (FT) Y (FT)

A 1-90 1-120 1-150 5 15

B 1-90 1-120 1-150 5 15

C 1-90 1-135 1-150 6 6

X

Y

X

Y

X

Y

ROOF AREA A

ROOF AREA B ROOF AREA C

SCALE:2 UL-RATED - UL-31 (GUTTER EDGE)

6"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

UL-RATED EDGE METAL

SCALE:1 UL-RATED - UL-29A

6"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

SCALE:3 UL-RATED - UL-35

6"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

UL-RATED EDGE METAL

8 12

B

D

914 3456710111213

A

C

± 15'-3" ± 14'-0" ± 14'-0" ± 14'-0" ± 15'-3" ± 25'-0" ± 17'-6" ± 17'-6" ± 17'-6" ± 17'-6" ± 17'-6" ± 17'-6" ± 15'-0"

± 217'-6"

7'

-2

'-6

6'

-1 0"

'-6

± 72'-6" ± 120'-0"

1/

4"

1' -0

1/ 4"

1'

-0

4"

1' -0

4"

1'

-0

3/8" / 1'-0"

C

CHIMNEY REPAIR

1 1

1 11MJ

MJ

MJ

MJ

MJ

MJ

MJ

SB

SCALE:

A101

ROOF PLAN

1/8"=1'-0"

A202

A201

A201

A201

5 5

5 5

5 5

7 7

A501

A501

A501

A501

A501

A502

A501

A502

A501

A501

A502

A501

10 10

*SUPPLEMENTAL

BID NO. 1

A202

A202

A508

117'-10 5/8"

GUTTER

EXPANSION

JOINT

GUTTER EXPANSION

JOINT

GUTTER

EXPANSION

JOINT

GUTTER EXPANSION

JOINT

GUTTER EXPANSION

JOINT

REMOVE METAL

MAST AND

ATTACHMENTS

DOWNSPOUT WALKWAY

PROTECTION PAD

A202

DOWNSPOUT WALKWAY

PROTECTION PAD

DOWNSPOUT DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

VP VP

VP

REMOVE PORTION OF

CRACKED VENT PIPE.

REPLACE TO MATCH

EXISTING.

GUTTER EXPANSION

JOINT

GUTTER EXPANSION

JOINT

GUTTER EXPANSION

JOINT

PLAN

NORTH

S101

AREA B

ELEV. = 25'-0"±

AREA C

ELEV. = 17'-0"±

AREA A

ELEV. = 25'-0"±

GUTTER EXPANSION

JOINT

GUTTER EXPANSION

JOINT

GUTTER EXPANSION

JOINT

A508

3" EMT CONDUIT

BELOW ROOF - SEE

CONDUIT ROUTING

NOTES THIS SHEET

CONDUIT

SWEEP

NEW MICROWAVE

COMMUNICATION

DISH BY OWNER

4" CORE IN

MASONRY WALL,

3" EMT SLEEVE

4" CORE IN

MASONRY WALL

3" CONDUIT

SWEEP

4" CORE IN LEVEL 2

CONCRETE FLOOR TO

COMMUNICATION

ROOM - LEVEL 1

16' - INTEGRAL

SNOW GUARD

8' - INTEGRAL

SNOW GUARD

0 4' 8' 16'

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

X.X.X X.X.XX.X.X

1/8" = 1'-0"

A101978120 A100s.dwg

ROOF PLAN

ROOF PLAN REPAIR LEGEND

REPOINT BRICK;

# INDICATES LINEAR FEET

REMOVE AND REPLACE SPALLED

BRICK;

# INDICATES SQUARE FEET

MJ

SB

REMOVE SPRAY FOAM INSULATION ROOFING SYSTEM AND ALL ATTACHMENTS DOWN TO WOOD ROOF DECK.

REMOVE AND REPLACE METAL COPING SYSTEM DOWN TO BRICK MASONRY. COPING PROFILE TO MATCH EXISTING REMOVED.

REMOVE AND REPLACE TERRA-COTTA COPING SYSTEM. COPING PROFILE TO MATCH EXISTING REMOVED.

REMOVE, SALVAGE AND REINSTALL STONE COPING CAP SYSTEM.

REMOVE AND REPLACE METAL GUTTER AND DOWNSPOUT SYSTEM. DOWNSPOUTS SHALL EXTEND TO CAST IRON BOOTS AT GRADE. EXISTING CAST IRON BOOTS TO BE

CAPPED AT BUILDING ENTRY.

PROVIDE STEP FLASHING SYSTEM AT EXISTING MASONRY HIGH/LOW ROOF TRANSITION.

REMOVE ROOF VENT SYSTEM. PATCH WOOD ROOF DECK TO MATCH EXISTING ADJACENT.

WORK ASSOCIATED WITH SUPPLEMENTAL BID NO. 1.

REMOVAL OF MICROWAVE COMMUNICATION DISH AND CABLING BACK TO SOURCE - BY OWNER

EXISTING WALL-MOUNTED ANTENNA TO REMAIN. ANTENNA TO REMAIN OPERATIONAL THROUGHOUT THE DURATION OF THE PROJECT.

REMOVE ANTENNA, WIRING AND ALL ATTACHMENTS BACK TO SOURCE.

NOT USED

REMOVE AND PATCH ROOF VENT. SEE DETAIL 4/A502

ROOF PLAN KEYNOTES LEGEND

* SUPPLEMENTAL BID NO. 1:

A. REMOVE AND REPLACE TOP 6' +/- BRICK

MASONRY CHIMNEY.

B. REMOVE BROWNSTONE CHIMNEY CAP AND

PROVIDE ARCHITECTURAL PRECAST CHIMNEY

CAP TO MATCH EXISTING REMOVED.

C. REMOVE AND REPLACE THE TOP 6' +/- OF

TERRACOTTA FLUE LINER. FLUE LINER TO BE

PROVIDED IN FULL LENGTHS, SIZE AND SHAPE

TO MATCH EXISTING REMOVED.

GUTTER EXPANSION JOINT NOTE

PROVIDE EXPANSION JOINTS BETWEEN

DOWNSPOUT LOCATIONS. SPACING SHALL NOT

EXCEED 40 FEET BETWEEN JOINTS.

NOTE: NO WORK SHALL BE PERFORMED IN FRONT

OR WITHIN 12 FEET, IN ANY DIRECTION, OF THE

EXISTING OR NEW MICROWAVE COMMUNICATION

DISH WHILE THE ANTENNA SYSTEM IS ACTIVE.

CONDUIT ROUTING NOTES

CONDUIT ROUTING FOR MICROWAVE COMMUNICATION DISH

CONTRACTOR TO PROVIDE 3" RIGID ELECTRIC METALLIC TUBING (EMT) PATHWAY CONDUIT, FITTINGS

AND ALL ATTACHMENTS FROM LEVEL 1 COMMUNICATION ROOM TO NEW LOCATION OF OWNER

PROVIDED MICROWAVE COMMUNICATION DISH AT EXTERIOR MASONRY WALL. WORK INCLUDES BUT

NOT LIMITED TO:

1. PROVIDE 4" CORE IN EXERCISE ROOM FLOOR CORNER AT LEVEL 2 CONCRETE FLOOR TO

COMMUNICATION ROOM BELOW.

2. PROVIDE CONDUIT FROM 1' BELOW CEILING AT LEVEL ONE COMMUNICATION ROOM TO CEILING AT

THE UNDERSIDE OF LEVEL 2 ROOF.

3. PROVIDE CONDUIT AND CONDUIT SWEEP WEST THROUGH MASONRY WALL INTO GARAGE.

PROVIDE 4" CORE IN MASONRY WALL.

4. PROVIDE CONDUIT AND CONDUIT SWEEP SOUTH AT BOTTOM OF TRUSS IN GARAGE TO SOUTH

EXTERIOR MASONRY WALL. CONDUIT TO ALIGN WITH NEW WALL MOUNTED MICROWAVE

COMMUNICATION DISH, MOUNTED TO EXTERIOR OF EXISTING MASONRY WALL.

5. PROVIDE 4" CORE AT EXTERIOR MASONRY WALL.

6. FIRE SAFE ALL PENETRATIONS AROUND CONDUIT.

7. PROVIDE PULL STRING AND 2 PULL BOXES AS LOCATED BY OWNERS VENDOR.

COORDINATE EXACT LOCATION OF CORES AND ROUTING OF CONDUIT WITH OWNERS VENDOR.

MICROWAVE COMMUNICATION DISH NOTES:

1. NO WORK SHALL BE PERFORMED IN FRONT OF

OR WITHIN 12 FEET, IN ANY DIRECTION, OF THE

EXISTING OR NEW MICROWAVE COMMUNICATION

DISH WHILE THE ANTENNA SYSTEM IS ACTIVE.

2. REFER TO SPECIFICATION SECTION 011100

SUMMARY OF WORK, 1.6 WORK SEQUENCE FOR

ADDITIONAL REQUIREMENTS.

3. COORDINATE WITH THE OWNER FOR

DEACTIVATION AND ACTIVATION SEQUENCE OF

THE EXISTING AND NEW MICROWAVE

COMMUNICATION DISH

8 1214 3456710111213

SCALE:

A201

SOUTH ELEVATION

1/8"=1'-0"

LEVEL 1

0' - 0"

LEVEL 2

11' - 0"

T.O.W. LOW

13' - 6"

T.O.W. HIGH

27' - 9"

6'-0"

ALL 4 SIDES

DM

100%

SC

ER

MJ

CC

DM

SB

SB

CB

CC

CC

SC

SB

SB

SB

SC

3 3 3 3 3 3

SC

SC

SB

SB

9SB

SB

SC

CC

4 CC

SC

SB

2 SB

SC

CC

SB

6 1

SC

CC

CC

5 4

4 4 3

2 22 3 3 2 3 3

3 2 3 3

3 3

23'-3"

10'-0"

DM

100%

DM

100%

PS

PS

PS

PS

28 PS

PS

PS

PS

PS

PS

PS

FUEL PUMP UTILITIES. SEE MEP

DRAWINGS

A501

A501

A501

*SUPPLEMENTAL

BID NO. 1

A301

A301

MJ

7 2

SB

DM

A506

1518 18

18 18

18 20 2016' 8'

13131313

PASS DOOR

SCALE:

A201

NORTH ELEVATION

1/8"=1'-0"

LEVEL 1

0' - 0"

LEVEL 2

11' - 0"

T.O.W. LOW

13' - 6"

T.O.W. HIGH

27' - 9"

'-0

6'-0"

ALL 4 SIDES

SB

SB

DM

100%

4 5

CB

SB

4 4

4 3

SB

4 5

CB

CB

CB

2 CS

SC

SC

SC

SC

ER

CC

CC

CC

CC

CC

CC

CC

SC

ER

SC

MJ

CB

5 6 14 16

22222 2 2 2

322 2 2 2 310'-0"

23'-1"

DM

100%

DM

100%

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

SC

A505

A501

A501

*SUPPLEMENTAL

BID NO. 1

7 141361 1110985432 12

SC

ER

17 17

PS

13 13

ELEVATION KEYNOTES LEGEND

REMOVE SINGLE PANE METAL WINDOW SYSTEM AND ALL ATTACHMENTS.

REPAIR CONCRETE AND EXPOSED REBAR LINTEL. REMOVE AND REPLACE

BRICK PERIMETER UNITS AS REQUIRED FOR PERIMETER SEALANT REMOVAL.

PROVIDE FIBERGLAS SANDWICH PANEL SYSTEM IN EXISTING OPENING.

CLEAN, PREP AND REFINISH EXISTING TO REMAIN STEEL LINTEL.

PROVIDE TEMPORARY SUPPORT AND SAW-TOOTH REMOVAL OF MULTI-WYTHE

BRICK MASONRY BEARING WALL AT STEEL LINTEL TO BE REMOVED. PROVIDE

STEEL LINTEL AND SAW-TOOTH INFILL AT MULTI-WYTHE BRICK MASONRY

ABOVE WINDOW.

REMOVE HOLLOW METAL DOOR, FRAME AND ALL ATTACHMENTS. PROVIDE

INSULATED HOLLOW METAL DOOR AND FRAME AT EXISTING LOCATION. SEE

SHEET 6/A301.

REMOVE OVERHEAD SECTIONAL DOOR SYSTEM INCLUDING TRACK,

OPERATOR AND ALL ATTACHMENTS. PROVIDE INSULATED OVERHEAD

SECTIONAL DOOR SYSTEM WITH PASS DOOR AND OPERATOR.

PROVIDE STEP CRACKING REPAIR AT EXTERIOR AND INTERIOR OF

MULTI-WYTHE BRICK MASONRY WALL. SEE DETAIL 1/A504.

PROVIDE TEMPORARY SUPPORT AND REMOVE PORTION OF MULTI-WYTHE

MASONRY WALL CONSTRUCTION FROM FOUNDATION TO ROOF.

PROVIDE SAW-TOOTH REMOVAL AT MULTI-WYTHE MASONRY BEARING WALL,

BOTH ENDS.

PROVIDE MULTI-WYTHE MASONRY BEARING WALL CONSTRUCTION TO MATCH

EXISTING REMOVED.

PROVIDE SAWTOOTH INFILL AT MULTI-WYTHE MASONRY BEARING WALL, BOTH

ENDS.

PROVIDE TRUSS BEARING.

REMOVE LOUVER, METAL WINDOW, AND ALL ATTACHMENTS.

PARGE ALL EXPOSED EXTERIOR POURED CONCRETE WALLS - TYP.

REMOVE METAL LOUVER, METAL WINDOW SYSTEM AND ALL ATTACHMENTS. SEE

DETAIL 4/A505 FOR ADDITIONAL WORK.

REMOVAL OF MICROWAVE COMMUNICATION DISH AND CABLING BACK TO

SOURCE - BY OWNER

REMOVE ROOF VENT SYSTEM. PATCH WOOD ROOF DECK TO MATCH EXISTING

ADJACENT. SEE DETAIL 6/A507

REMOVE DEBRIS FROM AREA WAYS

GUTTER EXPANSION JOINTS BETWEEN DOWNSPOUTS

SALVAGE AND REINSTALL MAILBOX

INTEGRAL SNOW GUARDS

ELEVATION LEGEND

REPOINT BRICK AT

DETERIORATED MORTAR JOINT;

# INDICATES SQUARE FEET

REPOINT BRICK AT PREVIOUS

REPAIR;

# INDICATES SQUARE FEET

REPOINT BRICK AT

DETERIORATED MORTAR JOINT;

# INDICATES LINEAR FEET

PROVIDE BRICK REPLACEMENT

AT SPALLED BRICK;

# INDICATES UNITS

PROVIDE BRICK REPLACEMENT

AT CRACKED BRICK;

# INDICATES UNITS

CLEAN RUST STAINED BRICK;

# INDICATES SQUARE FEET

PROVIDE CONCRETE REPAIR AT

EXPOSED REBAR;

# INDICATES SQUARE FEET

PROVIDE CONCRETE CRACK

REPAIR;

# INDICATES LINEAR FEET

PROVIDE STONE CRACKED

REPAIR;

# INDICATES LINEAR FEET

PROVIDE SPALLED CONCRETE

PATCHING;

# INDICATES SQUARE FEET

REMOVE AND REPLACE

PERIMETER WINDOW SEALANT;

# INDICATES LINEAR FEET

PROVIDE CONCRETE SPALL

REPAIR AT SPALLING

CONCRETE

PROVIDE BRICK MASONRY

INFILL / REPAIR TO MATCH

EXISTING ADJACENT

REMOVE PORTION OF EXTERIOR

MULTI WYTHE BEARING WALL AND

REBUILD TO MATCH EXISTING

ADJACENT - SEE NOTE 1

PROVIDE EXTERIOR BRICK

MASONRY CRACK REPAIR

- SEE DETAIL 1/A504;

# INDICATES LINEAR FEET

DM

FRMJ

MJ

SB

CB

RS

ER

CC

CS

SC

PS

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

X.X.X X.X.XX.X.X

1/8" = 1'-0"

A201978120 A200s.dwg

EXTERIOR ELEVATIONS

0 4' 8' 16'

ALUMINUM DOWNSPOUT WITH CAST

IRON BOOT - TYP OF 3

ALUMINUM GUTTER SYSTEM (TYP.)

3" x 4" ALUMINUM DOWNSPOUT WITH CAST

IRON BOOT - TYP. OF 4

REMOVE AND REINSTALL

WINDOW PROTECTION

REMOVE METAL MAST AND ALL

ATTACHMENTS

REMOVE AND REINSTALL AREAWAY

COVER

ALUMINUM GUTTER SYSTEM - TYP

AREA C

AREA C

CAST IRON DOWNSPOUT BOOT -

TYP. OF 4

CUT AND CAP EXISTING CAST IRON BOOT AT

BUILDING ENTRY. TYP OF 4

ALUMINUM GUTTER

SYSTEM - TYP.

AREA B

AREA A

ALUMINUM GUTTER SYSTEM

CAST IRON BOOT. TYP OF 3

VP AREA A

AREA B

VP

CAST IRON DOWNSPOUT BOOT - TYP. OF 3

CUT AND CAP EXISTING CAST

IRON BOOT AT BUILDING

ENTRY. TYP OF 3

ALUMINUM GUTTER

SYSTEM (TYP.)

SALVAGE BUTTRESS CAPS - TYP OF 3

MICROWAVE COMMUNICATION DISH - BY

OWNER.

3" X 4" ALUMINUM DOWNSPOUT WITH CAST

IRON BOOT - TYP OF 4

EXISTING TO REMAIN WALL

MOUNTED ANTENNA, TO REMAIN

OPERATIONAL THROUGHOUT

THE DURATION OF THE PROJECT

3" x 4" ALUMINUM

DOWNSPOUT WITH CAST

IRON BOOT - TYP. OF 4

CABLING REMOVED BY OWNER

REMOVE AND REINSTALL OPENING

PROTECTION

NOTE 1 - MASONRY BEARING WALL REMOVAL AND RECONSTRUCTION

DEMOLITION

- PROVIDE TEMPORARY SUPPORT AND SAWTOOTH REMOVAL OF THREE (3) WYTHE MASONRY BEARING WALL, FROM FOUNDATION

TO ROOF.

- SALVAGE AND STORE FOR REINSTALLATION THREE (3) PRECAST CONCRETE BUTTRESS CAPS.

- SALVAGE AND STORE FOR REINSTALLATION METAL MAILBOX.

- REMOVE OVERHEAD DOOR SYSTEM INCLUDING OPERATOR AND ALL ATTACHMENTS

- REMOVE METAL MAN DOOR, FRAME AND ALL ATTACHMENTS.

- SEE MEP DRAWING FOR ADDITIONAL WORK.

NEW WORK

- PROVIDE/RECONSTRUCT THREE (3) WYTHE MASONRY BEARING WALL TO MATCH EXISTING REMOVED. PROVIDE SAWTOOTH INFILL

AT BOTH ENDS.

- PROVIDE/REPLICATE BRICK WORK COURSING TO MATCH EXISTING REMOVED ALL INCLUDING SOLDIER COURSES AS SHOWN.

- PROVIDE TRUSS BEARING PLATES TO MATCH EXISTING REMOVED AT THREE (3) BUTTRESS LOCATIONS. SEE STRUCTURAL SHEETS

FOR ADDITIONAL WORK.

- REINSTALL THREE (3) SALVAGED BUTTRESS CAPS.

- REINSTALL SALVAGED MAILBOX.

- PROVIDE OVERHEAD DOOR SYSTEM AND ELECTRIC OPERATOR.

- PROVIDE 3' X 7' INSULATED HOLLOW METAL DOOR FRAME AND HARDWARE.

- REPAIR ROOF EDGE TO MATCH EXISTING ADJACENT.

- SEE MEP FOR ADDITIONAL WORK.

4" CORE IN MASONRY WALL WITH 3" EMT

SLEEVE - COORDINATE LOCATION WITH

OWNER

SEE NOTE 1: MASONRY BEARING WALL

REMOVAL AND RECONSTRUCTION

INFILL MULTI WYTHE MASONRY

OPENING TO MATCH EXISTING

ADJACENT.

PROVIDE TOOTH-OUT MASONRY

REMOVAL AND TOOTH-IN

MASONRY INFILL - TYP.

PROVIDE TOOTH-OUT

MASONRY REMOVAL AND

TOOTH-IN MASONRY INFILL

- TYP.

MICROWAVE COMMUNICATION DISH NOTES:

1. NO WORK SHALL BE PERFORMED IN FRONT OF

OR WITHIN 12 FEET, IN ANY DIRECTION, OF THE

EXISTING OR NEW MICROWAVE COMMUNICATION

DISH WHILE THE ANTENNA SYSTEM IS ACTIVE.

2. REFER TO SPECIFICATION SECTION 011100

SUMMARY OF WORK, 1.6 WORK SEQUENCE FOR

ADDITIONAL REQUIREMENTS.

3. COORDINATE WITH THE OWNER FOR

DEACTIVATION AND ACTIVATION SEQUENCE OF

CD B

LEVEL 1

0' - 0"

T.O.W. LOW

13' - 6"

SCALE:

A202

PARTIAL EAST ELEVATION

1/8"=1'-0"

A

SC

DM

100% DM

100%

SB

SB

A501

SC

DM

100%

DM

100%

C AD B

LEVEL 2

11' - 0"

T.O.W. HIGH

27' - 9"

SCALE:

A202

PARTIAL EAST ELEVATION

1/8"=1'-0"

6'-0"

ALL 4 SIDES

*SUPPLEMENTAL

BID NO. 1

A501

MJ

MJ

SB

ELEVATION REPAIR LEGEND

REPOINT BRICK AT

DETERIORATED MORTAR JOINT;

# INDICATES SQUARE FEET

REPOINT BRICK AT PREVIOUS

REPAIR;

# INDICATES SQUARE FEET

REPOINT BRICK AT

DETERIORATED MORTAR JOINT;

# INDICATES LINEAR FEET

PROVIDE BRICK REPLACEMENT

AT SPALLED BRICK;

# INDICATES UNITS

PROVIDE BRICK REPLACEMENT

AT CRACKED BRICK;

# INDICATES UNITS

CLEAN RUST STAINED BRICK;

# INDICATES SQUARE FEET

PROVIDE CONCRETE REPAIR AT

EXPOSED REBAR;

# INDICATES SQUARE FEET

PROVIDE CONCRETE CRACK

REPAIR;

# INDICATES LINEAR FEET

PROVIDE STONE CRACKED

REPAIR;

# INDICATES LINEAR FEET

PROVIDE SPALLED CONCRETE

PATCHING;

# INDICATES SQUARE FEET

REMOVE AND REPLACE

PERIMETER WINDOW SEALANT;

# INDICATES LINEAR FEET

PROVIDE CONCRETE SURFACE

REPAIR AT SPALLING

CONCRETE

PROVIDE BRICK MASONRY

INFILL / REPAIR TO MATCH

EXISTING ADJACENT

PROVIDE EXTERIOR BRICK

MASONRY CRACK REPAIR

- SEE DETAIL 1/A504;

# INDICATES LINEAR FEET

DM

FRMJ

MJ

SB

CB

RS

ER

CC

CS

SC

ELEVATION KEYNOTES LEGEND

REMOVE SINGLE PANE METAL WINDOW SYSTEM AND ALL ATTACHMENTS. REPAIR CONCRETE AND EXPOSED REBAR LINTEL.

PROVIDE FIBERGLAS SANDWICH PANEL SYSTEM IN EXISTING OPENING

CLEAN, PREP AND REFINISH EXISTING TO REMAIN STEEL LINTEL.

PROVIDE TEMPORARY SUPPORT AND SAWTOOTH REMOVAL OF MULTI-WYTHE BRICK MASONRY BEARING WALL AT STEEL LINTEL TO BE REMOVED. PROVIDE STEEL LINTEL AND SAWTOOTH INFILL AT MULTI-WYTHE BRICK MASONRY ABOVE WINDOW.

REMOVE HOLLOW METAL DOOR, FRAME AND ALL ATTACHMENTS. PROVIDE INSULATED HOLLOW METAL DOOR AND FRAME AT

EXISTING LOCATION. SEE SHEET 6/A301.

REMOVE OVERHEAD SECTIONAL DOOR SYSTEM INCLUDING TRACK, OPERATOR AND ALL ATTACHMENTS. PROVIDE INSULATED

OVERHEAD SECTIONAL DOOR SYSTEM AND OPERATOR.

PROVIDE STEP CRACKING REPAIR AT EXTERIOR AND INTERIOR OF MULTI-WYTHE BRICK MASONRY WALL. SEE DETAIL 1/A504.

PROVIDE TEMPORARY SUPPORT AND REMOVE PORTION OF MULTI-WYTHE MASONRY WALL CONSTRUCTION FROM FOUNDATION

TO ROOF.

PROVIDE SAWTOOTH REMOVAL AT MULTI-WYTHE MASONRY BEARING WALL, BOTH ENDS.

PROVIDE MULTI-WYTHE MASONRY BEARING WALL CONSTRUCTION TO MATCH EXISTING REMOVED.

PROVIDE SAWTOOTH INFILL AT MULTI-WYTHE MASONRY BEARING WALL, BOTH ENDS.

PROVIDE TRUSS BEARING.

REMOVE LOUVER, METAL WINDOW, AND ALL ATTACHMENTS.

PARGE ALL EXPOSED EXTERIOR POURED CONCRETE WALLS

REMOVE METAL LOUVER, METAL WINDOW SYSTEM AND ALL ATTACHMENTS. SEE DETAIL 4/A505 FOR ADDITIONAL WORK.

REMOVAL OF MICROWAVE COMMUNICATION DISH AND CABLING BACK TO SOURCE - BY OWNER

REMOVE ROOF VENT SYSTEM. PATCH WOOD ROOF DECK TO MATCH EXISTING ADJACENT. SEE DETAIL 6/A507

REMOVE DEBRIS FROM AIRWAYS

GUTTER EXPANSION JOINTS BETWEEN DOWNSPOUTS

PS

LEVEL 1

0' - 0"

LEVEL 2

11' - 0"

T.O.W. LOW

13' - 6"

CD

SCALE:

A202

EAST ELEVATION

1/8"=1'-0"

CB

SB

SB

SB

SB

3 3

DM

100%

RS

SB

SC

CC

CC

PS

PS

PS

DM

100%

A5024

A501

B A

13 13

LEVEL 2

11' - 0"

T.O.W. LOW

13' - 6"

T.O.W. HIGH

27' - 9"

SCALE:

A202

WEST ELEVATION

1/8"=1'-0"

BA

CB

SB

CS

MJ

CB

MJ

MJ

MJ

FRMJ

CB

CB

CB

CB

3 SB

2 2 2 22

DM

100%

(BASE OF WALL BEYOND)

PS

PS

PS

PS

PS

PS

PS

A501 DM

100%

C D

MJ

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

X.X.X X.X.XX.X.X

1/8" = 1'-0"

A202978120 A200s.dwg

EXTERIOR ELEVATIONS

0 4' 8' 16'

REMOVE METAL MAST AND

ALL ATTACHMENTS

GUTTER EXPANSION

JOINT

STEPPED THROUGH WALL

FLASHING - SEE DETAIL 3/A501

ALUMINUM DOWNSPOUT - TYP

OF 2

ALUMINUM GUTTER SYSTEM

MICROWAVE COMMUNICATION DISH NOTES:

1. NO WORK SHALL BE PERFORMED IN FRONT OF

OR WITHIN 12 FEET, IN ANY DIRECTION, OF THE

EXISTING OR NEW MICROWAVE COMMUNICATION

DISH WHILE THE ANTENNA SYSTEM IS ACTIVE.

2. REFER TO SPECIFICATION SECTION 011100

SUMMARY OF WORK, 1.6 WORK SEQUENCE FOR

ADDITIONAL REQUIREMENTS.

3. COORDINATE WITH THE OWNER FOR

DEACTIVATION AND ACTIVATION SEQUENCE OF

A301

TRANSLUCENT FIBERGLASS PANEL - HEAD/SILL DETAIL

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) 0 3" 6" 9" 0 3" 6" 9"

SCALE:

A301

TRANSLUCENT FIBERGLASS PANEL - JAMB DETAIL

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

SCALE:

A301

TRANSLUCENT FIBERGLASS PANEL - ELEVATION

3/4"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

SCALE:

A301

WALL SECTION - MASONRY REBUILD

3/4"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

SCALE:

A301

WALL SECTION - OVERHEAD DOOR

3/4"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

7'- 6"

W X

3' -6

" H R

OU

GH

O

PE

NI

NG

(V

IF

EXISTING CONCRETE WALL

EXISTING REBAR

AREA OF CONCRETE WALL REPAIR

(SHOWN SCHEMATIC - COORDINATE

WITH ACTUAL EXISTING CONDITIONS).

SEE ELEVATIONS AND DETAILS ON

SHEET A507 FOR MORE INFO

SHIMS

FIBERGLASS SANDWICH PANEL

SHEET METAL FLASHING SET IN

MASTIC

REMOVE METAL WINDOW SYSTEM AND

ALL ATTACHMENTS AND PROVIDE

PREFABRICATED TRANSLUCENT

FIBERGLASS SANDWICH PANEL IN

EXISTING MASONRY OPENING

PAN FLASHING; PROVIDE END DAMS AT

LIMIT OF OPENING

SHIMS

SEALANT AND BACKER ROD

SLIP SHEET

CONTINUOUS HOOK STRIP

SCALE:

A301

DOOR AND FRAME ELEVATION

1"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

2 3/4"

7'- 6"

W X

3' -6

" H R

OU

GH

O

PE

NI

NG

(V

IF

EXISTING CONCRETE WALL

SEALANT

SHIM

SHEET METAL FLASHING SET IN

MASTIC

FIBERGLASS SANDWICH PANEL IN

EXISTING OPENING,

SEALANT AND BACKER ROD

SHIMS

7'-6" V.I.F

3'-6" V.I.F

A301

A301

A301

A301

A301

FIBERGLASS

SANDWICH PANEL

ASSEMBLY IN

EXISTING MASONRY

OPENING

±1'-2"±1'-2"

A501

A503

A501

±1'-0"

MASONRY BEARING WALL

CONSTRUCTION

EXISTING CONCRETE

FOUNDATION TO REMAIN

EXISTING POURED CONCRETE

SLAB TO REMAIN

RECREATE SOLDIER COURSE

BRICK AT WALL REBUILD AREAS

RECREATE HEADER BRICK TIES

TO MATCH EXISTING COURSING

AND OVERLAPS (TYPICAL)

REMOVE ANY LOOSE PARGE

AND PROVIDE 100% CONCRETE

PARGE COATING AT ALL

EXTERIOR CONCRETE WALL

SURFACES - TYP.

±8" ±8" ±1'-0"

7'-2" M.O

3'-4" M.O

A503

A503

A503

A503

2" 3'-0"

2"

2"

7'-0"

INSULATED HOLLOW

METAL DOOR

HOLLOW METAL

FRAME

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

X.X.X X.X.XX.X.X

3" = 1' - 0"

A301978120 A500s.dwg

WINDOW AND WALL SECTIONS AND ELEVATIONS

0 1' 2' 3'

0 3" 6" 9"

EXISTING BRICK MASONRY WALL

MASTIC; PROVIDE CONTINUOUS BEAD ALONG

TOP EDGE OF TERMINATION BAR; TOOL TO

SHED WATER

TERMINATION BAR

BRICK MASONRY; REMOVE AND REPLACE AS

REQUIRED TO INSTALL NEW FLASHING

FULL HEAD JOINT WEEPS AT

24" ON CENTER

FLEXIBLE FLASHING

SHEET METAL THROUGHWALL FLASHING;

PROVIDE INTEGRAL END DAMS AT LIMITS

(SOLDER JOINTS)

CONTINUOUS SHEET METAL COUNTERFLASHING

AND CLIPS AT 12" ON CENTER

PLYWOOD SHEATHING

TERMINATION BAR

FLASHING MEMBRANE

SINGLE PLY THERMOPLASTIC MEMBRANE ROOFING

1/2" COVERBOARD

POLYISOCYANURATE ROOF INSULATION

VAPOR RETARDER

EXISTING ±1.5" WOOD PLANK

8" MIN.

FLASHING

HEIGHT

0 3" 6" 9"

SCALE:

A501

THROUGHWALL FLASHING AT RISING WALL

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

SCALE:

A501

ROOF TO WALL AT STONE CAP PARAPET

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

0 3" 6" 9"

SCALE:

A501

ROOF EAVE DETAIL (ROOF A)

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

SINGLE PLY THERMOPLASTIC MEMBRANE ROOFING

1/2" COVERBOARD

POLYISOCYANURATE ROOF INSULATION

VAPOR RETARDER

EXISTING ±1.5" WOOD PLANK ROOF DECK

2X WOOD BLOCKING

FLASHING MEMBRANE

UL-31 EMBEDDED DRIP EDGE

GUTTER BOX

HANGER

METAL STRAINER

OUTLET TUBE

MARINE GRADE PLYWOOD

EXISTING EMBEDDED NAILER

HEADER BRICK

METAL FASCIA WITH

BOTTOM CLOSURE

EXISTING EMBEDDED BLOCKING

DOWNSPOUT

EXISTING BRICK MASONRY

COORDINATE HEIGHT OF THE WOOD BLOCKING

COMPONENTS AND SHEET METAL FASCIA WITH

ADJACENT ROOF EDGE PROFILE TO PROVIDE A

SMOOTH TRANSITION.

PROVIDE SHIM AT WOOD BLOCKING

AS REQUIRED TO PREVENT

STANDING WATER AT ROOF EDGE

0 3" 6" 9"

SCALE:

A501

ROOF EAVE DETAIL (ROOF C)

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

COORDINATE HEIGHT OF THE WOOD BLOCKING

COMPONENTS AND SHEET METAL FASCIA WITH

ADJACENT ROOF EDGE PROFILE TO PROVIDE A

SMOOTH TRANSITION.

PROVIDE SHIM AT WOOD BLOCKING

AS REQUIRED TO PREVENT

STANDING WATER AT ROOF EDGE

REMOVE AND REPLACE UPPER TWO

COURSES OF BRICK MASONRY

WALL

TERRA-COTTA COPING CAP TO

MATCH EXISTING REMOVED

MORTAR BED

3-WAY KEYED/SAWTOOTH MASONRY

CAP FLASHING

COUNTERFLASHING WITH CLIPS AT

8" O.C.

LADDER REINFORCING AT TOP OF

EXPOSED WALL

SINGLE PLY THERMOPLASTIC

ROOFING MEMBRANE

1/2" COVERBOARD

POLYISOCYANURATE ROOF

INSULATION

VAPOR RETARDED

EXISTING ±1.5" WOOD PLANK

HEIGHT

VARIES

0 3" 6" 9"

SCALE:

A501

ROOF TO WALL AT TERRA-COTTA CAP PARAPET

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

REMOVE AND REINSTALL STONE

COPING CAP

EXISTING BRICK MASONRY WALL

SOLDER THIMBLE OVER DOWELS

1/2" S.S. SECUREMENT DOWEL - 1'-0"

FROM ENDS AND 24" O.C. MAX.

2-MIN PER UNIT.

FLEXIBLE FLASHING

COPING FLASHING

COUNTERFLASHING WITH CLIPS AT 8"

O.C.

SINGLE PLY THERMOPLASTIC ROOFING

MEMBRANE

1/2" COVERBOARD

POLYISOCYANURATE ROOF INSULATION

VAPOR RETARDED

EXISTING ±1.5" WOOD PLANK

HEIGHT

VARIES

MAINTAIN 1.5"

COVER AT

DOWEL

4"

1'-2 3/4"

SINGLE PLY THERMOPLASTIC MEMBRANE ROOFING

1/2" COVERBOARD

POLYISOCYANURATE ROOF INSULATION

VAPOR RETARDER

EXISTING ±1.5" WOOD PLANK ROOF DECK

2X WOOD BLOCKING

FLASHING MEMBRANE

UL-31 EMBEDDED DRIP EDGE

GUTTER BOX

HANGER

METAL STRAINER

OUTLET TUBE

MARINE GRADE PLYWOOD

EXISTING EMBEDDED NAILER

HEADER BRICK

METAL FASCIA WITH

BOTTOM CLOSURE

EXISTING EMBEDDED BLOCKING

DOWNSPOUT

EXISTING BRICK MASONRY

3.5"

4.5"

TUCK BACK FLANGE

UP BEHIND DRIP

EDGE

SET EACH HANGAR IN

SEALANT

AGAINST GUTTER AS SHOWN

AND FASTEN THROUGH

SLOTTED HOLES AS

SPECIFIED

SLOPING GUTTER BOX AT

1/16" PER FOOT TOWARD

DOWNSPOUT

UL-31 EMBEDDED EDGE

WOOD BLOCKING AT FASCIA

#10-13 (GP) X 1.5-INCH LONG

"CONCEALOR SCREWS", TYPE

302 STAINLESS-STEEL, AT EACH

HANGER

GUTTER HANGER AT 16" O.C.

STAINLESS STEEL BOLT (SERIES 300),

NUT AND LOCK WASHER, EACH

HANGER

1" X 1" BOXED EDGE WITH

CONTINUOUS ALUMINUM

STIFFENING BAR AS SHOWN

1" WIDE X 1/8" THICK SUPPORT

BRACKETS INSTALLED AT 16" ON

CENTER, OFFSET BETWEEN

GUTTER HANGERS, FASTEN TO

BLOCKING WITH TWO (2)

COUNTERSUNK #14 WOOD

SCREWS

1"

SECTION

3 3/4"

SPLICE JOINT

2" LAP

DIRECTION

OF

FLOW

SCALE:

A501

TYPICAL GUTTER FABRICATION DETAILS

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

LADDER REINFORCING AT

TOP WITHIN REBUILD

AREAS

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

X.X.X X.X.XX.X.X

3" = 1' - 0"

A501978120 A500s.dwg

ROOF DETAILS

A502

ROOF EDGE DETAIL

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

SCALE:

A502

ROOF EDGE DETAIL AT GUTTER

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)0 3" 6" 9"

RAKE EDGE METAL

2X6 P.T. WOOD BLOCKING

SINGLE PLY THERMOPLASTIC

ROOFING MEMBRANE

1/2" COVERBOARD

POLYISOCYANURATE ROOF

INSULATION

VAPOR RETARDED

EXISTING ±1.5" WOOD PLANK

ROOF DECK

FASCIA EXTENDER

EXISTING BRICK MASONRY

COORDINATE HEIGHT OF THE WOOD BLOCKING

COMPONENTS AND SHEET METAL FASCIA WITH

ADJACENT ROOF EDGE PROFILE TO PROVIDE A

SMOOTH TRANSITION.

PROVIDE SPLASH BLOCK BELOW DOWNSPOUT.

PROVIDE SHIM AT WOOD BLOCKING

AS REQUIRED TO PREVENT

STANDING WATER AT ROOF EDGE

SINGLE PLY THERMOPLASTIC

ROOFING MEMBRANE

1/2" COVERBOARD

POLYISOCYANURATE ROOF

INSULATION

VAPOR RETARDER

EXISTING ±1.5" WOOD PLANK

ROOF DECK

2X6 P.T. WOOD BLOCKING

FLASHING MEMBRANE

GUTTER BOX

HANGER

METAL STRAINER

OUTLET TUBE

DOWNSPOUT

EXISTING BRICK MASONRY

EXISTING PENETRATION; DIAMETER

VARIES

SHEET METAL HOSE CLAMP OVER

MEMBRANE BUFFER STRIP; PROVIDE A

CONTINUOUS BEAD OF MASTIC BEHIND

MEMBRANE

SEPARATION LAYER AS REQUIRED BY

MEMBRANE MANUFACTURER

FLASHING MEMBRANE

SINGLE PLY THERMOPLASTIC ROOFING

MEMBRANE

1/2" COVERBOARD

POLYISOCYANURATE ROOF INSULATION

VAPOR RETARDER

EXISTING ±1.5" WOOD PLANK

PLYWOOD SHEATHING

8"

MIN.

VARIES

ALL WORK ASSOCIATED WITH THIS DETAIL TO BE

PERFORMED BY THE ROOFING CONTRACTOR UNLESS

DESIGNATED OTHERWISE.

PROVIDE TAPERED EDGE STRIP AS

REQUIRED TO PROVIDE A SMOOTH

TRANSITION.

0 3" 6" 9"

SCALE:

A502

PIPE WRAP

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

0 3" 6" 9"

SCALE:

A502

ROOF TO WALL AT METAL CAP PARAPET

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) 0 3" 6" 9"

SCALE:

A502

ROOF VENT

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

REMOVE SS HOSE CLAMP, SEALANT AND

FLASHING

SINGLE PLY THERMOPLASTIC ROOFING

MEMBRANE

1/2" COVERBOARD

POLYISOCYANURATE ROOF

INSULATION

VAPOR RETARDER

REPLACE ±1.5" WOOD PLANK

ROOF DECK TO MATCH EXISTING

ADJACENT

REMOVE EXISTING ROOF VENT AND

REPLACE OPENING IN DECK

EXISTING WOOD PLANK DECKING

OBSERVED TO BE DETERIORATED.

CONTRACTOR TO VERIFY FULL

EXTENT OF DETERIORATION IN

FIELD AND REPLACE WITH NEW TO

MATCH EXISTING THICKNESS.

1" 1/2"

1 3/4"

6 1/4"

5"

SCALE:

A502

DOWNSPOUT CONNECTION

NOT TO SCALE

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

SECTION AT THROAT

GUTTER DOWNSPOUT TRANSITION

2" 1/2"

4" MIN

3/4"

DOWNSPOUT WALL BRACKET SECTION

3" 4"

REMOVE AND REPLACE UPPER TWO

COURSES OF BRICK MASONRY WALL

COPPER COPING CAP - PROFILE TO

MATCH EXISTING

2X P.T. WOOD BLOCKING

COUNTERFLASHING WITH CLIPS AT 8"

O.C.

LADDER REINFORCING AT TOP OF

EXPOSED WALL

SINGLE PLY THERMOPLASTIC ROOFING

MEMBRANE

1/2" COVERBOARD

POLYISOCYANURATE ROOF

INSULATION

VAPOR RETARDED

EXISTING ±1.5" WOOD PLANK

HEIGHT

VARIES

±1'-2 1/2"

SCALE:

A502

GUTTER EXPANSION JOINT

NOT TO SCALE

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

5"

5/8"

4"

EXP JOINT SECTION VIEW

2"

NOTE: LOCATE GUTTER

EXPANSION JOINTS AT

50-FT MAXIMUM

SPACING AND AT

HIGHPOINTS BETWEEN

DOWNSPOUT

LOCATIONS

0 3" 6" 9"

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

X.X.X X.X.XX.X.X

3" = 1' - 0"

A502978120 A500s.dwg

ROOF DETAILS

BRICK MASONRY BEARING WALL

PROVIDE 8" BEARING FOR LINTELS ON

EACH SIDE OF DOOR M.O.

DOOR FRAME, PAINTED, GROUTED SOLID

INSULATED HOLLOW METAL DOOR

BRICK MASONRY BEARING

WALL

MASONRY DOOR ANCHOR

DOOR FRAME ANCHORED

TO MASONRY AND FULLY

GROUTED

SEALANT EACH SIDE OF

DOOR

BRICK MASONRY BEARING WALL

FLEXIBLE THROUGHWALL FLASHING

FULL HEAD WEEP AT 24" O.C. (MINIMUM OF 2)

COPPER PAN FLASHING WITH 2" END DAMS @ END LIMITS.

LENGTH TO MATCH STEEL LINTEL AND TERMINATE FLASHING

END DAMS IN BRICK HEAD JOINT

- PROVIDE MASTIC BETWEEN LINTEL AND COPPER FLASHING.

- PROVIDE MASTIC BETWEEN COPPER FLASHING AND

FLEXIBLE FLASHING.

SEE DETAIL 3/S102 FOR LINTEL REPLACEMENT AND

THROUGHWALL FLASHING.

DOOR FRAME ANCHORED TO LINTEL AND FULLY GROUTED

MASONRY WALL BEYOND

BRICK MASONRY

BEARING WALL

SEALANT EACH

SIDE OF DOOR

HOLLOW METAL DOOR AND FRAME -PAINT

EXISTING POURED CONCRETE JAMB BEYOND

ALUMINUM THRESHOLD SET IN FULL BED OF

MASTIC

SCALE:

A503

HOLLOW METAL DOOR - HEAD DETAIL

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) 0 3" 6" 9" 0 3" 6" 9"

SCALE:

A503

HOLLOW METAL DOOR - JAMB DETAIL

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) 0 3" 6" 9"

SCALE:

A503

HOLLOW METAL DOOR - SILL DETAIL

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

SCALE:

A503

SECTIONAL OVERHEAD DOOR - HEAD DETAIL

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) 0 3" 6" 9"

SCALE:

A503

SECTIONAL OVERHEAD DOOR - JAMB DETAIL

3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) 0 3" 6" 9"

OVERHEAD DOOR MOUNTING

HARDWARE TO TO SLOPED ROOF

DECK ABOVE

BRICK MASONRY BEARING WALL

BRICK SOLDIER COURSE

HSS LINTEL WITH WELDED L SHAPED

LINTEL

FLEXIBLE THROUGHWALL FLASHING

FULL HEAD WEEP AT 24" O.C.

(MINIMUM OF 2)

COPPER PAN FLASHING WITH 2" END

DAMS @ END LIMITS. LENGTH TO

MATCH STEEL LINTEL AND

TERMINATE FLASHING END DAMS IN

BRICK HEAD JOINT. PROVIDE MASTIC

BETWEEN LINTEL AND COPPER

FLASHING.PROVIDE MASTIC

BETWEEN COPPER FLASHING AND

FLEXIBLE FLASHING.

OVERHE…