656514 DWGS - Bid-MSSRR 1-2627 Addendum 1 Drawings.pdf

PDF 7 MB Posted Mar 24, 2026

Attached to: Mattawoman Middle School Roof Replacement
Solicitation number: BPM055468
Issued by: Charles County, Maryland

About this file

Written by GovTribe AI · Sep 12, 2026

This is a set of construction drawings and addendum for a roof replacement project at Mattawoman Middle School prepared by Gale Associates, Inc. for the Charles County Public Schools (CCPS) in Maryland. The project involves removing the existing roof system down to the structural deck and providing a new roof system with insulation and thermoplastic PVC membrane across multiple roof areas totaling approximately 28 to 33 negative roof area elevations, plus several sloped areas and canopy sections. The work includes disconnecting and reinstalling rooftop equipment such as HVAC units, installing new metal wall panels and parapet caps, replacing skylights, providing new flashing configurations, and installing safety railings. The sealed bid submission deadline is March 25, 2026, at 1:00 P.M. at the Charles County Public Schools Annex in La Plata, Maryland. The project requires compliance with 2018 International Building Code standards, NRCA guidelines, and ASHRAE specifications, with design wind speeds of 120 MPH and multiple wind pressure zones identified. The drawings include comprehensive details for demolition and new construction, including roof system cross-sections, flashing configurations, equipment penetration details, and mechanical/electrical coordination plans.

The addendum documents indicate this is a CD (Construction Documents) submission dated March 19, 2026, representing the first addendum to the project specifications. Key construction requirements include maintaining 100 percent watertight conditions daily, removing roof materials only as much as can be weatherproofed same-day, providing temporary overhead protection at main entrances, segregating work areas with plastic coverings, and coordinating schedule with the school owner given the building will remain occupied during construction. The contractor must disconnect and reconnect all mechanical and electrical systems, including HVAC equipment, and ensure proper flashing heights are maintained. All dumpsters must remain at least 15 feet from the building unless emptied daily, and gasoline refueling is prohibited on the roof. The project involves tapered insulation with slopes ranging from 1/4 inch per foot to 1/8 inch per foot, cricket installations at roof penetrations, and specific material requirements including isocyanurate insulation boards, gypsum cover boards, and high-density components for various roof sections.

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Other files

File	Type	Posted
Bid-Addendum-3---2026-0324.pdf	PDF	Mar 24, 2026
Advertisement for Bids-MMSSRR 1-2627.pdf	PDF	Mar 24, 2026
656514 Combined Addendum 1 - Bid-MMSSRR 1-2627.pdf	PDF	Mar 24, 2026
Bid-Addendum-2---2026-0320.pdf	PDF	Mar 24, 2026

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DRAWING NO TITLE

G-001 COVER SHEET

G-002 STANDARD ABBREVIATIONS, LEGEND, SYMBOLS AND GENERAL NOTES

ROOF REPLACEMENT

TYPICAL FLASHING CONFIGURATIONS

PARTIAL ROOF LEVEL ELEVATIONS

ROOF SYSTEM CROSS SECTIONS

DETAILS - EXISTING CONDITIONS

G-003

A-201

A-401

A-502 A-503

A-501

PREPARED FOR

A-505

A-509

A-504

DETAILS - NEW CONSTRUCTION

MATTAWOMAN MIDDLE SCHOOL

CHARLES COUNTY PUBLIC SCHOOLS

5965 RADIO STATION ROAD

LA PLATA, MARYLAND 20646

LOCATION MAP

A-102

A-301

CONCEPTUAL TAPERED INSULATION PLAN

DETAILS - NEW CONSTRUCTION

SHEET METAL ISOMETRIC DETAILS

10145 BERRY ROAD

WALDORF, MARYLAND 20603

ROOF AREA PLAN - EXISTING CONDITIONSA-101

SECTIONS - EXISTING CONDITIONSA-302

G-001

COVER

SHEET

NONE

VICINITY MAP

ROOF AREA PLAN - NEW CONSTRUCTION

This drawing and the design and construction features disclosed are proprietary to Gale Associates, Inc. and shall not be altered or reused in whole or part without the express written permission of Gale Associates, Inc.

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

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/19 /20

:06

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 G0x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

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LIC

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CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

APPLICABLE CODES

· 2018 INTERNATIONAL BUILDING CODE (IBC) WITH LOCAL AMENDMENTS

· 2018 INTERNATIONAL MECHANICAL CODE (IMC) WITH LOCAL AMENDMENTS

· 2018 NATIONAL STANDARD PLUMBING CODE (NSPC) WITH LOCAL AMENDMENTS

· 2017 NATIONAL ELECTRIC CODE (NEC) WITH LOCAL AMENDMENTS

· 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) WITH LOCAL AMENDMENTS

· 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 LIFE SAFETY CODE

· 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) WITH LOCAL AMENDMENTS

APPLICABLE GUIDELINES

· NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

· AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS (ASHRAE)

· AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

WALL PANEL DESIGN PARAMETERS (IN ACCORDANCE WITH ASCE 7-16 ASD PROCEDURES)

BASIC WIND SPEED -

DESIGN WIND PRESSURES (PSF):

ZONE 1

ZONE 2

ZONE 3

ZONE 4

ZONE 5

CODE ANALYSIS AND SUMMARY

MPH

SUMMARY OF WORK:

REMOVE EXISTING ROOF SYSTEM DOWN TO EXISTING DECK AND PROVIDE NEW ROOF

SYSTEM TO INCLUDE INSULATION AND MEMBRANE.

28.5 44.8 61.0 19.5 35.7

19.5 19.5

SECTIONS - NEW CONSTRUCTIONA-303

A-506 DETAILS - NEW CONSTRUCTION

A-507 DETAILS - NEW CONSTRUCTION

A-508 DETAILS - NEW CONSTRUCTION

PH-01 PHOTOS

A-103 ROOF AREA PLAN - NEW CONSTRUCTION

ME-001 LEGEND, GENERAL NOTES & SCHEDULES

ME-101 ROOF DEMOLITION

ME-201 ROOF NEW WORK

CONSTRUCTION DOCUMENTS - ADDENDUM #1

A-402 WALKWAY PLAN

A-508.1 DETAILS - NEW CONSTRUCTION

LIGHT

ACCESS HATCH

PIPE PENETRATION

LADDER

HOT PIPE

F FAN

VENT

VENT PIPE

RTU

CHIMNEY

MAIN ENTRANCE

CONDUIT

CONTROL JOINT

EXPANSION JOINT

RIDGE LINE

PARAPET

ROOF EDGE

ROOF TOP MECHANICAL UNIT

AUGMENTING ROOF DRAIN

ROOF DRAIN

POURABLE SEALER POCKET

A500

DETAIL NUMBER

SHEET WHERE

DETAIL IS SHOWN

A300 S

SECTION IDENTIFIER

SHEET WHERE

SECTION IS SHOWN

A200 E

ELEVATION IDENTIFIER

SHEET WHERE

ELEVATION IS SHOWN

DETAIL INDICATORS

SECTION INDICATOR

ELEVATION INDICATOR

S SKYLIGHT

GUTTER WITH DOWNSPOUT

CONCRETE

WOOD FIBERBOARD INSULATION

ISOCYANURATE INSULATION

GYPSUM BOARD/DECK

FIBERGLASS BATT INSULATION

NOTE: NOT ALL SYMBOLS NECESSARILY USED NOTE: NOT ALL SYMBOLS NECESSARILY USED

NOTE: NOT ALL HATCH PATTERNS NECESSARILY USED

LADDER WITH CAGE

NOTE: NOT ALL ABBREVIATIONS NECESSARILY USED

EX EXISTING CONDITION

IDENTIFIER.

EX EXISTING CONDITION

IDENTIFIER.

OVERFLOW SCUPPER

VERTICAL SEALANT JOINT

ROOF ACCESS DOOR

ANTENNA

SATELLITE DISH

STRUCTURAL SLOPE

STANDARD LEGEND

SCUPPER WITH CONDUCTOR

HEAD AND DS

STANDARD ABBREVIATIONS STANDARD SYMBOLS

STANDARD HATCH PATTERNS

G-002

STANDARD

ABBREVIATIONS,

LEGEND, SYMBOLS

AND

GENERAL NOTES

NONE

AC CONDENSER UNIT

G GOOSENECK

OVERFLOW ROOF DRAINOF

DEMOLITION NOTES

1. THE INFORMATION SHOWN ON THE DRAWINGS HAS BEEN COMPILED FROM VARIOUS SOURCES, AND MAY NOT REFLECT THE ACTUAL

CONDITIONS AT THE TIME OF CONSTRUCTION.

2. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REQUIREMENTS PERTAINING TO THIS PROJECT.

3. JOB SITE SAFETY, INCLUDING THE SAFETY OF THE CONTRACTOR'S EMPLOYEES, OCCUPANTS, PEDESTRIANS AND OWNERS

REPRESENTATIVES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

4. THE BUILDING MAY BE OCCUPIED DURING CONSTRUCTION. IN NO CASE SHALL WORK BE COMPLETED OVER BUILDING OCCUPANTS.

THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO INTERIOR ELEMENTS AND TO PROTECT OCCUPANTS. COORDINATE AND SCHEDULE WORK LOCATIONS IN ADVANCE WITH THE OWNER. SCHEDULE AND EXECUTE WORK TO

MINIMIZE NOISE INTERRUPTIONS.

5. CONTRACTOR SETUP LOCATIONS SHALL BE AS INDICATED BY THE OWNER DURING THE PRE CONSTRUCTION MEETING.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEGREGATING THE WORK AREA IMMEDIATELY BELOW AND ADJACENT TO THE WORK AREA. THE CONTRACTOR SHALL COVER ALL INTERIOR ITEMS INCLUDING FLOORS AND EQUIPMENT PRIOR TO DEMOLITION. ONCE REMOVAL IS COMPLETE FOR THE DAY, THE PLASTIC COVERINGS SHALL BE REMOVED AND THE INTERIOR AREAS CLEANED. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, SWEEPING OF FLOORS AND DUST REMOVAL FROM THE TOPS OF LIGHT FIXTURES AND

EQUIPMENT WHERE ACCESSIBLE.

7. THE CONTRACTOR SHALL REPORT DETERIORATED OR UNSUITABLE ROOF DECK OR SUBSTRATE COMPONENTS TO THE OWNER PRIOR

TO PERFORMING ROOFING INSTALLATION WORK.

8. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM AND ALL ASSOCIATED MATERIALS DOWN TO THE STRUCTURAL DECK UNLESS OTHERWISE INDICATED ON THE DETAIL DRAWINGS TO REMAIN. REMOVE AND DISPOSE OF ALL ITEMS TO INCLUDE DRAINS, WOOD

BLOCKING AND APPURTENANCES SCHEDULED TO BE REMOVED.

9. PROVIDE TEMPORARY OVERHEAD PROTECTION AT THE MAIN ENTRANCE AND AT OTHER LOCATIONS AS NECESSARY TO PROVIDE

UNINTERRUPTED ACCESS TO BUILDING.

10. REMOVALS SHALL BE PERFORMED IN ACCORDANCE WITH THE SUBMITTED AND APPROVED REMOVAL PLAN, THE DETAIL DRAWINGS

AND SPECIFICATIONS.

11. REMOVE ALL ABANDONED EQUIPMENT, CONDUIT AND CURBS AND ENCLOSE OPENINGS UNLESS SPECIFICALLY INDICATED TO REMAIN.

REPLACEMENT NOTES

1. FOR THE SAKE OF CLARITY, EACH INDIVIDUAL DETAIL ON THE ROOF PLANS HAS NOT BEEN INDICATED. EXISTING AND NEW DETAILS

HAVE BEEN INDICATED FOR TYPICAL COMPONENTS AT RANDOM LOCATIONS.

2. COMPONENTS SHOWN ON THE DETAIL DRAWINGS SHALL BE NEW UNLESS SPECIFICALLY INDICATED AS EXISTING.

3. ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO THE PROJECT.

4. FOR THE SAKE OF CLARITY, SECUREMENT FASTENERS ARE NOT SHOWN ON THE DRAWING. REFER TO SPECIFICATIONS FOR

FASTENER TYPES AND SPACING.

5. ANY DISCREPANCIES ON THE DRAWINGS NOTED BY THE CONTRACTOR SHALL BE BROUGHT TO THE OWNERS ATTENTION PRIOR TO BID

SUBMISSION.

6. ITEMS OF CONSTRUCTION SHALL BE 100% WATERTIGHT ON A DAILY BASIS. REMOVE ONLY AS MUCH MATERIAL AS CAN BE MADE

WATERTIGHT ON THE SAME DAY OF WORK.

7. FLASHING AND STRIPPING CONFIGURATIONS SHOWN ON THE ARCHITECTURAL DRAWING SHEETS ARE PROVIDED TO CONVEY GENERAL FLASHING AND STRIPPING CONFIGURATIONS. REFER TO THE GENERAL SHEETS AND THE SPECIFICATIONS FOR SPECIFIC

CONFIGURATIONS AND REQUIREMENTS.

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

9. IF THERE IS A POTENTIAL HAZARDOUS MATERIAL ENCOUNTERED DURING THE COURSE OF WORK THAT IS NOT IDENTIFIED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL STOP WORK IMMEDIATELY AND CONTACT THE OWNER WHO IS TO MAKE A

DETERMINATION IF THE MATERIAL IS HAZARDOUS.

10. ALL DUMPSTERS MUST BE AT LEAST 15 FEET FROM THE BUILDING UNLESS EMPTIED AT THE END OF EACH WORK DAY.

11. MATERIALS MAY NOT BE STORED CLOSER THAN 15 FEET FROM BUILDINGS AND MAY NOT BE PLACED IN FRONT OF EXITS OR ANY FIRE PROTECTION EQUIPMENT. REFUELING OF GASOLINE POWERED EQUIPMENT WILL NOT BE PERMITTED ON THE ROOF. GASOLINE MUST

BE STORED IN UL LISTED AND APPROVED CONTAINERS.

12. DISCONNECT, REMOVE, STORE, PROTECT AND REINSTALL EXISTING ROOFTOP EQUIPMENT AND ASSOCIATED MECHANICAL/ELECTRICAL PENETRATIONS AND CONDUIT TO PROPERLY INSTALL REPLACEMENT ROOF SYSTEMS AND PROVIDE MINIMUM SPECIFIED FLASHING HEIGHTS. THE CONTRACTOR SHALL "LOCK-OUT" ALL MECHANICAL ELECTRICAL EQUIPMENT, INCLUDING

HVAC EQUIPMENT, PRIOR TO INITIATING WORK.

GENERAL NOTES

AIR CONDITIONER

ALUMINUM

BASE FLASHING

BUILDING

BRICK MASONRY UNIT

BUILT-UP ROOFING

COUNTERFLASHING

CLEAT

CONCRETE MASONRY UNIT

CONCRETE

CONTINUOUS

COVER

CEMENTITIOUS WOOD FIBERBOARD

DOWNSPOUT

ELEVATION

EQUAL

EXTERIOR INSULATION FINISH SYSTEM

EXPANSION JOINT

EXISTING

EXTERIOR

FASTENER

FOOT

FULLY ADHERED

GLAZING

GYPSUM

INCH

INTERIOR

INSULATION

LADDER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

MAXIMUM

MECHANICAL

MEMBRANE

MINIMUM

METAL

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER

OPPOSITE HAND

PLYWOOD

ROOF DRAIN

ROUGH OPENING

ROOF TOP UNIT

SELF-ADHERING MODIFIED BITUMEN

SIMILAR

SLEEVE

SHEET METAL

STANDING SEAM ROOF

STAINLESS STEEL

STEEL

STRUCTURAL

TO REMAIN

TYPICAL

VERIFY IN FIELD

WOOD

WINDOW

WOODFIBER BOARD

BLDG

BMU

BUR

CLT

CMU

CONC

CONT

CWF

EIFS

EXT

FSTNR

GYP

INT

INSUL

LAD

LT WT

LWC

MAX

MECH

MEMB

MIN

MTL

NIC

NOM

NTS

O.C.

PLYWD

RTU

SAMB

SIM

SLV

SST

STL

STRUCT

TYP

VIF

WDW

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

G 0X

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• 3

/19 /20

:07

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 G0x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

NO ADDENDUM CHANGES, THIS SHEET

G-003

TYPICAL

FLASHING

CONFIGURATIONS

AS NOTED

SCALE:4 3" = 1'

TYPICAL DRAIN SUMP

2"0 1" 4"3"

THERMOPLASTIC PVC

ROOF MEMBRANE

THERMOPLASTIC PVC

FLASHING

TERMINATION BAR OR PLATES.

PROVIDE ON HORIZONTAL OR

VERTICAL FACE

" M

ROOF MEMBRANE

THERMOPLASTIC PVC

STRIPPING

PVC CLAD METAL FLANGE

@ EDGES AND PENETRATIONS

3"±

2"0 1" 4"3"2"0 1" 4"3"

MIN

LOOSE INSULATION FILLER

THERMOPLASTIC PVC MEMBRANE

MIN 12" EACH SIDE

EXISTING ROOF

SYSTEM

EX ROOF DECK

THERMOPLASTIC

MEMBRANE

EXISTING ROOF

4'±

EX ROOF DECK

THERMOPLASTIC PVC MEMBRANE

INSULATION BOARD

COVER BOARD

INSULATION FILLER

THERMOPLASTIC PVC MEMBRANE

SM DRAIN PAN

WD BLOCKING AND

PLYWOOD

TERMINATION BAR

CONT SEALANT

SCALE:2 6" = 1'

TYPICAL PVC STRIP FLASHING

SCALE:1 6" = 1'

TYPICAL PVC BASE FLASHING

SCALE:3 NOT TO SCALE

TYPICAL TEMPORARY TIE-IN CONSTRUCTION

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

G 0X

.D W

• 3

/19 /20

:07

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 G0x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

RTU

F F

RTU

RTU RTU

RTU

RTU RTU

M M

RTURTU

RTU

RTURTU

F F

NORTH

SCALE:A-101 1/16" = 1'

ROOF AREA PLAN - EXISTING CONDITIONSA

A-101

ROOF AREA PLAN

EXISTING CONDITIONS

1/16" = 1'

16'0 8' 32'

KEYNOTES

REMOVE EXISTING AND PROVIDE NEW DRAINS AT CANOPIES, TYP OF 7.

REMOVE ABANDONED PARAPET MOUNTED LIGHT AND ASSOCIATED CURB.

DISCONNECT, REMOVE, AND REINSTALL RTU AND ASSOCIATED MECHANICAL

AND ELECTRICAL CONNECTIONS AS REQUIRED TO PROVIDE NEW

PREFABRICATED RTU CURB. EXTEND ELECTRICAL AND MECHANICAL

CONNECTIONS AS REQUIRED TO INCLUDE DUCTWORK, SEE 9/PH-01.

REMOVE EXISTING ROOF ACCESS HATCH AND ASSOCIATED CURB IN

PREPARATION FOR NEW ACCESS HATCH AND PREFABRICATED CURB.

REMOVE EXISTING WALL MOUNTED ROOF ACCESS LADDERS.

LIMITED CLEARANCE BETWEEN WALL MOUNTED HOT PIPE AND PARAPET.

DISCONNECT, REMOVE, AND REINSTALL HOT PIPE AS REQUIRED.

REMOVE EXISTING METAL WALL PANELS AND PARAPET CAP IN PREPARATION

FOR NEW METAL WALL PANELS AND PARAPET CAP, SEE 2/PH-01.

REMOVE AND REINSTALL ANTENNA AS REQUIRED.

ELEVATION:

STRUCT SLOPE:

A 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

B 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

C 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

D 33'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

E 20'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

F 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

F-1 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

G 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

G-1 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-1

22'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-2

22'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-3

20'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-5

17'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-4

17'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 4

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 3

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 2

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 1

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 5

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 6

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 7

12'±

NEG.

ROOF AREA

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 1X

.D W

• 3

/19 /20

:08

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A1x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

445'±

8'±

A-501

A-501 3

A-501

3 3 5

3 1 A-501

A-501

A-201

A-501

3 3

A-501

A-302

A-201

ELEVATION:

STRUCT SLOPE:

PORTABLE 1

12'±

NEG.

ROOF AREA

60'±

RTU

F F

RTU

RTU RTU

RTU

RTU RTU

M M

RTURTU

RTU

RTURTU

F F

NORTH

SCALE:A-102 1/16" = 1'

ROOF AREA PLAN - NEW CONSTRUCTIONA

16'0 8' 32'

A-102

ROOF AREA

PLAN

NEW

CONSTRUCTION

1/16" = 1'

ELEVATION:

STRUCT SLOPE:

A 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

B 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

C 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

D 33'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

E 20'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

F 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

F-1 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

G 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

G-1 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-1

22'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-2

22'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-3

20'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-5

17'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-4

17'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 4

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 3

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 2

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 1

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 5

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 6

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 7

12'±

NEG.

ROOF AREA

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 1X

.D W

• 3

/19 /20

:08

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A1x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

A-502

A A-103

B A-103

A-303

A-506

A-504

A-505

A-506

A-201

A-502

A-505

A-504

A-505

A-506

A-507

A-508

A-509

A-508

B A-103

KEYNOTES

PROVIDE NEW RTU CURB, SEE DETAIL 7/A-507.

PROVIDE NEW FLUSH SEAM METAL WALL PANELS. SCRAPE, PRIME, AND PAINT EXPOSED PARAPET MOUNTED

STEEL FRAMING.

SEE SHEET METAL ISOMETRIC DETAIL 1/A-509.

PROVIDE WALKWAY PADS BENEATH FREE STANDING AC UNIT.

DISCONNECT MECHANICAL LINES ON INTERIOR SIDE PENTHOUSE WALL AND RELOCATE THROUGH WALL 12"

MINIMUM ABOVE ROOF SURFACE.

REMOVE EXISTING AND PROVIDE NEW 1-1/2 INCH RIGID INSULATION AND WHITE EPDM MEMBRANE AT ALL

DUCTWORK. SEE PHOTO 7/PH-01.

PROVIDE TAPERED INSULATION (1/4"/FT) ON EXISTING DUCT, THIS LOCATION. SEE PHOTO 6/PH-01.

PROVIDE SM END CLOSURES AT PARAPETS, EACH SIDE.

SCRAPE, PRIME, AND PAINT EXISTING EXPOSED STEEL FRAMING, SEE PHOTO 5/PH-01.

PROVIDE AUGMENTING DRAIN AND NEW LEADER PIPING AS REQUIRED TO TIE INTO EXISTING STORM DRAIN LINE, THIS LOCATION. SEE DETAIL 2/A-508.

PROVIDE NON-PENETRATING PERIMETER SAFETY RAIL. SEE DETAIL 3/A-508.1

REMOVE CABLE PENETRATION FROM EX ROOF HATCH CURB AND EXTEND THRU NEW GOOSENECK PENETRATION.

DISCONNECT AND RECONNECT CABLE AS REQUIRED.

A-504

SIM

A-503

A-505

A-502

A-508

1 1

A-503

A-506

A-508

ELEVATION:

STRUCT SLOPE:

PORTABLE 1

12'±

NEG.

ROOF AREA

A-508.1

A-502

A-502 2

A-502

A-508.1

RTU

RTURTU

RTU

RTURTU

F F

23'-8"

NORTH

SCALE:A-103 1/8" = 1'

ENLARGED ROOF AREA PLAN - AREAS F, F-1, S-4 & S-5A

CHECK GRAPHIC SCALES PRIOR TO

SCALING DRAWING

8'0 4' 16'

A-103

ROOF AREA

PLAN

NEW

CONSTRUCTION

AS NOTED

ELEVATION:

STRUCT SLOPE:

F 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

F-1 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-5

17'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-4

17'± @ RIDGE

5"/FT±

ROOF AREA

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 1X

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• 3

/19 /20

:09

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A1x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

A-502

NORTH

SCALE:A-103 1/4" = 1'

ENLARGED ROOF AREA PLAN - AREAS C-1, C-2, C-3 & C-4B

4'0 2' 8'

A-502

A-506

A-503

A-504

A-505

A-504

A-505

A-506

A-507

A-507 2

A-508

3 3

KEYNOTES

PROVIDE NEW RTU CURB, SEE DETAIL 7/A-507.

PROVIDE NEW FLUSH SEAM METAL WALL PANELS. SCRAPE, PRIME, AND PAINT EXPOSED PARAPET MOUNTED

STEEL FRAMING.

SEE SHEET METAL ISOMETRIC DETAIL 1/A-509.

PROVIDE WALKWAY PADS BENEATH FREE STANDING AC UNIT.

DISCONNECT MECHANICAL LINES ON INTERIOR SIDE PENTHOUSE WALL AND RELOCATE THROUGH WALL 12"

MINIMUM ABOVE ROOF SURFACE.

REMOVE EXISTING AND PROVIDE NEW 1-1/2 INCH RIGID INSULATION AND WHITE EPDM MEMBRANE AT ALL

DUCTWORK. SEE PHOTO 7/PH-01.

PROVIDE TAPERED INSULATION (1/4"/FT) ON EXISTING DUCT, THIS LOCATION. SEE PHOTO 6/PH-01.

PROVIDE SM END CLOSURES AT PARAPETS, EACH SIDE.

SCRAPE, PRIME, AND PAINT EXISTING EXPOSED STEEL FRAMING, SEE PHOTO 5/PH-01.

PROVIDE AUGMENTING DRAIN AND NEW LEADER PIPING AS REQUIRED TO TIE INTO EXISTING STORM DRAIN LINE, THIS LOCATION. SEE DETAIL 2/A-508.

PROVIDE NON-PENETRATING PERIMETER SAFETY RAIL. SEE DETAIL 3/A-508.1

REMOVE CABLE PENETRATION FROM EX ROOF HATCH CURB AND EXTEND THRU NEW GOOSENECK PENETRATION.

DISCONNECT AND RECONNECT CABLE AS REQUIRED.

7 6

A-508

SIM

A-303

SIM

A-303

A-506

A-508.1

SIM

A-508

'-8

5'±

6'- 8"

SCALE:

NORTH ELEVATION

A-201

1/8" = 1'

8'0 4' 16'

KEY PLAN

PARTIAL

ROOF LEVEL

ELEVATIONS

1/8" = 1'

A-201

SCALE:

WEST ELEVATION

A-201

1/8" = 1' 8'0 4' 16'

SCALE:

SOUTH ELEVATION

A-201

1/8" = 1' 8'0 4' 16'

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 2X

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• 3

/19 /20

:10

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A2x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

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LIC

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CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

SCALE:

EAST ELEVATION

A-201

1/8" = 1' 8'0 4' 16'

5/A-201

4/A-201

1A-2012/A-201

SCALE:

HIDDEN NORTH ELEVATION

A-201

1/8" = 1' 8'0 4' 16'

3/A-201

EX SIM

A-302

SIM

A-303

SIM

A-303

EX SIM

A-302

SIM

A-303

EX SIM

A-302

SIM

A-303

EX SIM

A-302

SIM

A-303

SIM

A-303

EX SIM

A-302

NEW LADDER, TYP. OF 3

THIS ELEVATION

EX SIM

A-302

NEW LADDER

PROVIDE SM TRIM

AS REQUIRED

AROUND WINDOWS

ADDENDUM #1 - NO CHANGES, THIS SHEET

4"/FT TAPERED ISOCYANURATE

INSULATION

2" WOOD FIBERBOARD

GRAVEL SURFACED

MULTI-PLY BUILT-UP ROOF

2" WOOD FIBERBOARD

STEEL DECK TO REMAIN

ROOF AREAS: A THROUGH G-1

2" ISOCYANURATE

INSULATION

STEEL DECK TO REMAIN

2" ISOCYANURATE

INSULATION TO REMAIN

4" PLYWOOD TO REMAIN

SELF ADHERING MEMBRANE

TO REMAIN

FELT UNDERLAYMENT

SNAP LOCK

STANDING SEAM METAL

ROOF PANELS

ROOF AREAS: S-1, S-2 & S-3

STEEL DECK TO REMAIN

4" PLYWOOD TO REMAIN

SELF ADHERING MEMBRANE

TO REMAIN

FELT UNDERLAYMENT

SNAP LOCK

STANDING SEAM METAL

ROOF PANELS

ROOF AREAS: S-4 & S-5

SLOPE 5:12

2" WOOD FIBERBOARD

GRAVEL SURFACED

MULTI-PLY BUILT-UP ROOF

2" ISOCYANURATE

INSULATION

STEEL DECK

TO REMAIN

ROOF AREAS: CANOPIES 1 THROUGH 7

PLYWOOD DECK

TO REMAIN

EPDM MEMBRANEROOF AREAS: PORTABLE 1 (ALTERNATE)

1" ISOCYANURATE

INSULATION

NOTE:

· ACOUSTIC DECK EXISTS ON AREA D.

REMOVE EXISTING AND PROVIDE NEW

SOUND ATTENUATING BATT INSULATION

IN DECK FLUTES.

2.6" ISOCYANURATE INSULATION

(MECHANICALLY ATTACHED)

2.6" ISOCYANURATE INSULATION

(IN URETHANE ADHESIVE) }INSULATION

BOARD

4"/FT± TAPERED ISOCYANURATE

INSULATION (IN URETHANE ADHESIVE)

THERMOPLASTIC PVC MEMBRANE

(FULLY ADHERED) (ROOF MEMBRANE)

2" HIGH DENSITY GYPSUM BOARD

(IN URETHANE ADHESIVE) (COVER BOARD)

ROOF AREAS: A THROUGH G-1

EX STEEL DECK

EX 31

2" ISOCYANURATE

INSULATION (RE-SECURE

AS SPECIFIED)

EX 3 4" PLYWOOD

EX SELF ADHERING

MEMBRANE

COMPOSITE INSULATION BOARD

WITH 3" ISOCYANURATE INSULATION

AND 5 8" PLYWOOD (MECHANICALLY ATTACHED)

HIGH TEMPERATURE SELF

ADHERING MEMBRANE

STANDING SEAM METAL

ROOF PANELS

ROOF AREAS: S-1, S-2 & S-3

SLOPE 5:12

EX STEEL DECK

EX 3 4" PLYWOOD

EX SELF ADHERING

MEMBRANE

HIGH TEMPERATURE SELF

ADHERING MEMBRANE

STANDING SEAM METAL

ROOF PANELS

ROOF AREAS: S-4 & S-5

SLOPE 5:12

EX STEEL DECK

8"/FT TAPERED ISOCYANURATE

INSULATION (IN URETHANE ADHESIVE)

THERMOPLASTIC PVC MEMBRANE

(FULLY ADHERED) (ROOF MEMBRANE)

2" HIGH DENSITY GYPSUM BOARD

(IN URETHANE ADHESIVE) (COVER BOARD)

}INSULATION

BOARD

ROOF AREAS: CANOPIES 1 THROUGH 7

EX STEEL DECK

2" ISOCYANURATE

INSULATION (MECHANICALLY

ATTACHED)

EX PLYWOOD DECK

ROOF AREAS: PORTABLE 1 (ALTERNATE) 1

8"±/FT TAPERED ISOCYANURATE

INSULATION (MECHANICALLY ATTACHED)

4" HIGH DENSITY GYPSUM COVER BOARD

(IN URETHANE ADHESIVE) (COVER BOARD)

.060 PVC MEMBRANE (FULLY ADHERED)

(ROOF MEMBRANE)

2" ISOCYANURATE INSULATION }INSULATION

BOARD

COMPOSITE INSULATION BOARD

WITH 3" ISOCYANURATE INSULATION

AND 5 8" PLYWOOD (MECHANICALLY ATTACHED)

HIGH TEMPERATURE SELF

ADHERING MEMBRANE

STANDING SEAM METAL

ROOF PANELS

SECTION A-A

HIGH TEMPERATURE SELF

ADHERING MEMBRANE

STANDING SEAM METAL

ROOF PANELS

SECTION B-B

EX SELF ADHERING

MEMBRANE

EX 3 4" PLYWOOD

NEW CONSTRUCTION

REMOVE ALL ITEMS UNLESS DESIGNATED TO REMAIN ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING (EX) A-301

ROOF SYSTEM

CROSS SECTIONS

3" = 1'

0 3" 6" 9"

EXISTING CONDITIONS

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 5X

.D W

• 3

/19 /20

:12

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A5x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

A-302

SECTIONS

EXISTING

CONDITIONS

1" = 1'

1'0 1/2' 2'

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 5X

.D W

• 3

/19 /20

:12

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A5x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

SCALE: 1" = 1'

WALL SECTION - AREA D TO AREA F1

A-302

SCALE: 1" = 1'

WALL SECTION - AREA E TO AREA G2

A-302

SCALE: 1" = 1'

WALL SECTION - AREA D TO AREA G3

A-302 SCALE: 1" = 1'

WALL SECTION - AREA S-1 TO AREA G-14

A-302

STEEL DECK

TO REMAIN

ROOF SYSTEM

HAT CHANNELS

TO REMAIN

METAL WALL PANELS

STEEL DECK

TO REMAIN

ROOF SYSTEM

STEEL DECK

TO REMAIN

PLYWOOD AND INSULATION

TO REMAIN

METAL ROOF PANELS

HAT CHANNELS

TO REMAIN

METAL WALL PANELS

ROOF SYSTEM

STEEL DECK

TO REMAIN

7'- 5"

METAL WALL PANELS

ROOF AREA S-3

A-501

A-501SIM

A-501

REMOVE ALL ITEMS UNLESS DESIGNATED TO REMAIN

A-303

SECTIONS

NEW

CONSTRUCTION

1" = 1'

1'0 1/2' 2'

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 5X

.D W

• 3

/19 /20

:13

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A5x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

SCALE: 1" = 1'

WALL SECTION - AREA D TO AREA F1

A-303

SCALE: 1" = 1'

WALL SECTION - AREA E TO AREA G2

A-303

SCALE: 1" = 1'

WALL SECTION - AREA D TO AREA G3

A-303 SCALE: 1" = 1'

WALL SECTION - AREA S-1 TO AREA G-14

A-303

A-502

A-503

SIM

A-502

ROOF AREA S-3

RTU

RTU RTU

RTU

RTU RTU

RTURTU

RTU

RTURTU

NORTH

SCALE:A-401 1/16" = 1'

CONCEPTUAL TAPERED INSULATION PLANA

A-401

CONCEPTUAL

TAPERED

INSULATION

PLAN

1/16" = 1'

16'0 8' 32'

1. PROVIDE CRICKETS ON UPSLOPE SIDE OF ALL ROOF TOP PENETRATIONS AND

SADDLES BETWEEN ALL ROOF DRAINS AND SCUPPERS.

2. PROVIDE 8 FOOT WIDE MIN. CRICKETS AND SADDLES UNLESS OTHERWISE

INDICATED.

3. PROVIDE 8 FT X 8 FT DRAIN SUMPS AT ALL INTERIOR ROOF DRAINS AND

SCUPPERS.

4. THE TAPERED CRICKET LAYOUT IS CONCEPTUAL IN NATURE AND INTENDED TO

PROVIDE A BASIC CONCEPT FOR BIDDING PURPOSES. THE ACTUAL LAYOUT MAY

VARY FROM THAT SHOWN.

5. FIELD VERIFY PROPOSED AUGMENTING DRAIN LOCATIONS. SUBMIT SHOP

DRAWINGS SHOWING COORDINATED DRAIN AND PIPING LOCATIONS FOR REVIEW

PRIOR TO MOBILIZATION.

6. PROVIDE CRICKET OR INSULATION MATERIAL ALONG PERIMETER ROOF EDGE AS

REQUIRED TO PROVIDE A SMOOTH TRANSITION AT ROOF EDGES.

7. PROVIDE 14"/FT TAPERED INSULATION ON ALL ROOF AREAS UNLESS INDICATED

OTHERWISE.

NOTES

LEGEND

CRICKET

ROOF DRAIN WITH SUMP

INSULATION CRICKET SLOPE

STRUCTURAL SLOPE

TAPERED INSULATION SLOPE

ELEVATION:

STRUCT SLOPE:

A 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

B 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

C 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

D 33'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

E 20'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

F 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

F-1 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

G 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

G-1 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-1

22'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-2

22'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-3

20'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-5

17'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-4

17'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 4

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 3

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 2

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 1

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 5

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 6

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 7

12'±

NEG.

ROOF AREA

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 1X

.D W

• 3

/19 /20

:14

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A1x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

KEYNOTE

1 PROVIDE 18"/FT TAPERED INSULATION, THIS AREA.

ELEVATION:

STRUCT SLOPE:

PORTABLE 1

12'±

NEG.

ROOF AREA

RTU

RTU RTU

RTU

RTU RTU

RTURTU

RTU

RTURTU

NORTH

SCALE:A-402 1/16" = 1'

WALKWAY PLANA

A-402

WALKWAY PLAN

1/16" = 1'

16'0 8' 32'

ELEVATION:

STRUCT SLOPE:

A 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

B 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

C 28'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

D 33'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

E 20'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

F 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

F-1 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

G 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

G-1 14'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-1

22'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-2

22'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-3

20'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-5

17'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

S-4

17'± @ RIDGE

5"/FT±

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 4

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 3

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 2

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 1

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 5

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 6

12'±

NEG.

ROOF AREA

ELEVATION:

STRUCT SLOPE:

CANOPY 7

12'±

NEG.

ROOF AREA

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 1X

.D W

• 3

/19 /20

:14

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A1x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

WALKWAY PAD

LEGEND

ROOF SYSTEM

STEEL DECK

TO REMAIN

MASONRY WALL

TO REMAIN

CONT CLEAT

(BOTH SIDES)

WD BLOCKING

TO REMAIN

SELF ADHERING

MEMBRANE

SM PARAPET CAP

METAL ROOF

PANELS

SM EDGE

SM GUTTER

STEEL DECK

TO REMAIN

INSULATION TO REMAIN

PLYWOOD TO REMAIN

WD BLOCKING AND

PLYWOOD TO REMAIN

SM DOWNSPOUT

MASONRY WALL

TO REMAIN

SELF ADHERING MEMBRANE

TO REMAIN

FELT UNDERLAYMENT

METAL ROOF

PANELS

SM EDGE

SM GUTTER

PLYWOOD TO REMAIN

WD BLOCKING

TO REMAIN

SELF ADHERING MEMBRANE

TO REMAIN

FELT UNDERLAYMENT

STEEL DECK

TO REMAIN

SM DOWNSPOUT

MASONRY WALL

TO REMAIN

STEEL DECK

TO REMAIN

ROOF SYSTEM SM EDGE

STEEL CHANNEL

TO REMAIN

FRAMING TO REMAIN

SM PARAPET CAP

TAPERED INSULATION

PLYWOOD

ROOF SYSTEM

STEEL DECK

TO REMAIN

METAL

WALL

PANELS

HAT CHANNELS

TO REMAIN

SM PARAPET CAP

SELF-ADHERING MEMBRANE

WOOD BLOCKING

SM RIDGE

CLOSURE

METAL

ROOF

PANELS

PLYWOOD AND

INSULATION

TO REMAIN

STEEL DECK

TO REMAIN

ROOF

SYSTEM

STEEL DECK

TO REMAIN

METAL ROOF PANELS

SELF-ADHERING MEMBRANE

PLYWOOD AND INSULATION

TO REMAIN

METAL

WALL

PANELS

PLYWOOD

TO REMAIN

SM EDGE

AND CONT

CLEAT

REMOVE ALL ITEMS UNLESS DESIGNATED TO REMAIN

A-501

DETAILS

EXISTING

CONDITIONS

3" = 1'

0 3" 6" 9"

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 5X

.D W

• 3

/19 /20

:16

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A5x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

SCALE: 3" = 1'

PARAPET1

A-501 SCALE: 3" = 1'

GUTTER EDGE - AREAS S-1 & S-22

A-501 SCALE: 3" = 1'

GUTTER EDGE - AREAS S-4 & S-53

A-501

SCALE: 3" = 1'

CANOPY EDGE4

A-501 SCALE: 3" = 1'

PARAPET - AREAS C, D & E5

A-501 SCALE: 3" = 1'

PARAPET - AREA E6

A-501 SCALE: 3" = 1'

RAKE EDGE - AREAS S-1 & S-27

A-501

STEEL DECK

TO REMAIN

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX STEEL DECK

PLYWOOD AND

CONT WD SHIM

CONT CLEAT

(BOTH SIDES)

4" ± 5"

EX WD BLOCKING

EX MASONRY WALL

WD BLOCKING

PLYWOOD

SM PARAPET CAP

SM FASCIA AND

CONT CLEAT

METAL ROOF PANELS

SELF ADHERING MEMBRANE

EX INSULATION BOARD

EX STEEL DECK

EX PLYWOOD

EX MASONRY WALL 4" SQUARE

SM DOWNSPOUT

SM OUTLET

SM GUTTER

SPACER AND CONT

STIFFENING BAR

CONT GUTTER GUARD

6"±

SM EDGE

COMPOSITE WALL PANEL

J CHANNEL

SM CLOSURE

COMPOSITE INSULATION

BOARD

WD BLOCKING

EX WD BLOCKING

AND PLYWOOD

PLYWOOD

NOTES:

· RAKE EDGE SIMILAR.

· FOLD PANEL SEAM AT

EAVE EDGES 3 4"±.

4" SQUARE

SM DOWNSPOUT

SM OUTLET

SM GUTTER

SPACER AND CONT

STIFFENING BAR

CONT GUTTER GUARD

6"±

SM EDGE

SM CLOSURE

SM FASCIA AND

CONT CLEAT

EX STEEL DECK

EX PLYWOOD

METAL ROOF PANELS

SELF ADHERING MEMBRANE

EX WD BLOCKING

PLYWOOD

EX SELF ADHERING

MEMBRANE

EX MASONRY WALL

NOTES:

· RAKE EDGE SIMILAR.

· FOLD PANEL SEAM AT

EAVE EDGES 3 4"±.

PVC CLAD SM EDGE

COMPOSITE

WALL PANEL

J CHANNEL

SM CLOSURE

PLYWOOD AND

WD BLOCKING

EX STEEL DECK

STRIP FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

WD BLOCKING

AND PLYWOOD

EX FRAMING

EX STEEL CHANNEL,

SCRAPE, PRIME AND PAINT

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

PLYWOOD AND

CONT WD SHIM

CONT CLEAT

(BOTH SIDES)

4" ±5"

WD BLOCKING

PLYWOOD

SM PARAPET CAP

METAL WALL

PANELS

EX HAT CHANNEL

EX MASONRY WALL

EX STEEL DECK

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

PLYWOOD

SM PARAPET CAP

EX STEEL DECK

PLYWOOD AND

CONT WD SHIM

CONT CLEAT

(BOTH SIDES)

EX WD BLOCKING

WD BLOCKING SM RIDGE COVER

Z CLEAT

SELF ADHERING MEMBRANE

SM STIFFENER

EX STEEL DECK

EX INSULATION AND

PLYWOOD

COMPOSITE INSULATION

BOARD

METAL ROOF PANELS

6"±

EX MASONRY WALL

ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING (EX)

A-502

DETAILS

NEW

CONSTRUCTION

3" = 1'

0 3" 6" 9"

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 5X

.D W

• 3

/19 /20

:17

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A5x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

SCALE: 3" = 1'

PARAPET - AREAS A, F & G1

A-502 SCALE: 3" = 1'

GUTTER EDGE - AREAS S-1 & S-22

A-502 SCALE: 3" = 1'

GUTTER EDGE - AREAS S-4 & S-53

A-502

SCALE: 3" = 1'

ROOF EDGE - CANOPY AREAS4

A-502 SCALE: 3" = 1'

PARAPET - AREA D5

A-502 SCALE: 3" = 1'

PARAPET - AREAS C & E6

A-502

1 1

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX STEEL DECK

EX WD BLOCKING

EX PLYWOOD

PLYWOOD

EX INSULATION BOARD

EX STEEL DECK

EX PLYWOOD

EX WD BLOCKING

AND PLYWOOD

METAL ROOF PANELS

SELF ADHERING MEMBRANE

COMPOSITE INSULATION

BOARD

WD BLOCKING

PLYWOOD

SM EDGE AND

CONT CLEAT

SM RIDGE COVER

Z CLEAT

SELF ADHERING MEMBRANE

SM STIFFENER

COMPOSITE INSULATION

BOARD

METAL ROOF PANELS

6"±

EX STEEL DECK

EX INSULATION AND

PLYWOOD

METAL WALL

PANELS

EX HAT CHANNEL

EX MASONRY WALL

SM HAT CHANNEL

SM DRIP EDGE

SM COUNTERFLASHING

AND CLIPS

METAL WALL

PANELS

EX HAT CHANNEL

EX MASONRY WALL

SM HAT CHANNEL

SM DRIP EDGE

SM COUNTERFLASHING

AND CLIPS

CONT TERMINATION

BAR

PLYWOOD

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX STEEL DECK

COMPOSITE INSULATION

BOARD

METAL ROOF PANELS BEYOND

SELF ADHERING MEMBRANE

SM EDGE AND

CONT CLEAT

METAL WALL PANELS

SELF ADHERING

MEMBRANE

EX MASONRY WALL

EX PLYWOOD

EX STEEL DECK

INSULATION BOARD

EX PLYWOODWD BLOCKING

AND PLYWOOD

PLYWOOD

METAL WALL PANELS

SELF ADHERING

MEMBRANE

EX MASONRY WALL

SM DRIP EDGE

SM COUNTERFLASHING

AND CLIPS

PLYWOOD

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX STEEL DECK

EX PLYWOOD

SM RIDGE COVER

Z CLEAT

SELF ADHERING MEMBRANE

SM STIFFENER

METAL ROOF PANELS

6"±

EX STEEL DECK

EX PLYWOOD

EX SELF ADHERING

MEMBRANE

CONT SEALANT AND

LEAD WEDGE

SM REGLET RECEIVER

SM COUNTERFLASHING

AND CLIPS

EX MASONRY WALL

ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING (EX)

A-503

DETAILS

NEW

CONSTRUCTION

3" = 1'

0 3" 6" 9"

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 5X

.D W

• 3

/19 /20

:17

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A5x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

SCALE: 3" = 1'

ROOF TO WALL1

A-503 SCALE: 3" = 1'

RIDGE TO WALL2

A-503 SCALE: 3" = 1'

ROOF TO WALL3

A-503

SCALE: 3" = 1'

RAKE EDGE4

A-503 SCALE: 3" = 1'

ROOF TO WALL5

A-503 SCALE: 3" = 1'

RIDGE6

A-503

FOR CONTINUATION SEE 5/A-503

FOR CONTINUATION SEE 4/A-503

PLYWOOD

6"±

SM CLOSURE

SM RIDGE COVER

Z CLEAT SET

IN BUTYL TAPE

SELF ADHERING

MEMBRANE

EX SELF ADHERING

MEMBRANE

EX PLYWOOD

6"±

SELF ADHERING MEMBRANE

EX FRAMING,

SCRAPE, PRIME AND

PAINT

SM RIDGE COVER AND

CONT CLEAT

EX STEEL

DECK

STEEL

FRAMING

BEYOND

METAL ROOF PANEL

NOTE:

· SEE PHOTO 5/PH-01 FOR ADDITIONAL

INFORMATION.

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX STEEL DECK

EX WD BLOCKING

AND PLYWOOD

WD BLOCKING

PLYWOOD

PLYWOOD AND

CONT WD SHIMWELDED SEAM

" M

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX STEEL DECK

EX WD BLOCKING

AND PLYWOOD

WD BLOCKING

PLYWOOD

2" DIA. CLOSED CELL

BACKER ROD

WELDED SEAM

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX INSULATION BOARD

EX STEEL DECK

EX PLYWOOD

METAL ROOF PANELS

SELF ADHERING

MEMBRANE

COMPOSITE INSULATION

BOARD

WD BLOCKING

PLYWOOD

SM SEPARATOR

SM EDGE

EX PLYWOOD

EX WD BLOCKING

EX STEEL DECK

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

PLYWOOD

EX STEEL DECK

EX PLYWOOD

EX INTERIOR

FINISHES

SM SILL FLASHING

EX STUD WALL

OR CURB

FIBERGLASS

SANDWICH PANEL

SKYLIGHT ASSEMBLY

INTERIOR

FINISHES

TO MATCH EX

NOTE:

· SEE PHOTO 3/PH-01

EX STEEL DECK

FIELD

PREFABRICATED

FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

SM HOOD

SST BAND CLAMPS

CONT SEALANT

EX STEEL BEAM

EX STEEL POST

CONT SEALANT

EX STEEL BASEPLATE

ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING (EX)

A-504

DETAILS

NEW

CONSTRUCTION

3" = 1'

0 3" 6" 9"

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 5X

.D W

• 3

/19 /20

:18

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A5x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

SCALE: 3" = 1'

RIDGE - AREA S-51

A-504 SCALE: 3" = 1'

ROOF DIVIDER2

A-504 SCALE: 3" = 1'

EXPANSION JOINT3

A-504

SCALE: 3" = 1'

ROOF EDGE - AREA S-1 & S-24

A-504 SCALE: 3" = 1'

SKYLIGHT5

A-504 SCALE: 3" = 1'

PIPE SUPPORT6

A-504

WOOD BLOCKING

EX INSULATION BOARD

EX STEEL DECK

EX PLYWOOD

METAL WALL PANEL

SELF ADHERING

MEMBRANE

COMPOSITE INSULATION

BOARD

SM RIDGE COVER

Z CLEAT SET

IN BUTYL TAPE

6"±

EX MASONRY

WALL

STANDING SEAM

ROOF PANEL

SELF ADHERING

MEMBRANE

EX SELF ADHERING

MEMBRANE

EX PLYWOOD

EX STEEL DECK

WD BLOCKING

SM FASCIA AND

CONT CLEAT

PLYWOOD

SM CLOSURE

SCREW W/

EPDM WASHER

AT 12" O.C.

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX STEEL DECK

EX MASONRY WALL

EX WD BLOCKING

PLYWOOD

(BOTH SIDES)

PLYWOOD AND

CONT WD SHIMWELDED SEAM

WD BLOCKING

EX MASONRY

WALL

STANDING SEAM

ROOF PANEL

SELF ADHERING

MEMBRANE

EX SELF ADHERING

MEMBRANE

EX PLYWOOD

EX STEEL DECK

EX INSULATION

COMPOSITE INSULATION

BOARD

WD BLOCKING

SM CLOSURE PLYWOOD AND

CONT WD SHIM

CONT CLEAT

(BOTH SIDES)

SM FASCIA AND

CONT CLEAT

PLYWOOD

SM PARAPET CAP

WD BLOCKING

EX WD BLOCKING

SCREW W/

EPDM WASHER

AT 12" O.C.

EX CURTAIN WALL

ASSEMBLY

EX MASONRY

WALL

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

SM COVER

EX STEEL DECK

WD BLOCKING

AND PLYWOOD

EX FRAMING

EX STEEL CHANNEL,

SCRAPE, PRIME AND PAINT

SCREW W/

EPDM WASHER

AT 12" O.C.

PVC CLAD

SM EDGE

WD BLOCKING

CONT SEALANT

STRIP FLASHING

ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING (EX)

A-505

DETAILS

NEW

CONSTRUCTION

3" = 1'

0 3" 6" 9"

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 5X

.D W

• 3

/19 /20

:18

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A5x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

SCALE: 3" = 1'

RIDGE1

A-505 SCALE: 3" = 1'

RAKE EDGE2

A-505 SCALE: 3" = 1'

CANOPY EDGE3

A-505

SCALE: 3" = 1'

ROOF DIVIDER4

A-505 SCALE: 3" = 1'

PARAPET - AREA S-35

A-505 SCALE: 3" = 1'

ROOF TO WALL6

A-505

NOT USED

COVER BOARD

INSULATION BOARD

WELDED SEAM

WD STUD WALL

WITH BATT INSULATION

COMPOSITE WALL PANEL

J CHANNEL

SM CLOSURE

EX STEEL DECK

WD BLOCKING

AND PLYWOOD

EX FRAMING

EX STEEL CHANNEL,

SCRAPE, PRIME AND PAINT

SM SEPARATOR

SM PARAPET CAP,

TURN UP UNDER UPPER

ROOF PARAPET CAP

PLYWOOD AND

CONT WD BLOCKING

WD BLOCKING

PLYWOOD

SELF ADHERING

MEMBRANE

NOTE:

· PROVIDE VERTICAL SM CLOSURE AT EACH

END OF PARAPET.

STRIP FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

SM COVER

EX STEEL DECK

WD BLOCKING

AND PLYWOOD

EX FRAMING

EX STEEL CHANNEL,

SCRAPE, PRIME AND PAINT

CONT SEALANT AND

LEAD WEDGE

EX MASONRY WALL

SM REGLET

COUNTERFLASHING

AND CLIPS

WOOD BLOCKING

SM CF CLEAT

SM CLOSURE

FLEXIBLE FLASHING

SM STIFFENER 1'±

4'± O

X 6"

R, MI

SIDE ELEVATION FRONT ELEVATION

TYPICAL SECTION

3'- 6"

2' CLR

4" M

2' MIN

MOUNTING

BRACKET

ROOF SURFACE

TEXTURED

RUNGS, TYP

EXTRUDED ALUM

TUBE RAILS AND

STIFFENING BRACES

ALUM GRATE

PLATFORM

4"X41

8" ALUMINUM

SERRATED TREAD

NOTES:

· ROOF TO ROOF LADDERS SHALL BE WALL

MOUNTED AND SHALL NOT PENETRATE

THE ROOF.

· ACTUAL ROOF TRANSITION NOT

DEPICTED. REFER TO DETAIL DRAWINGS

FOR PARAPET CONFIGURATION. EXTEND

LADDER RUNGS TO WITHIN 12" OF ROOF

WHERE PARAPET HEIGHT EXCEEDS 12".

· PROVIDE ADDITIONAL MOUNTING

BRACKETS ON INTERIOR FACE OF

PARAPET IF HEIGHT EXCEEDS 24".

ROOF SURFACE

OR GRADE

TRIM METAL WALL

PANELS AS REQUIRED

AT MOUNTING BRACKETS

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX STEEL DECK

PLYWOOD AND

CONT WD SHIM

CONT CLEAT

(BOTH SIDES)

4" ± 5"

EX WD BLOCKING

EX MASONRY WALL

WD BLOCKING

PLYWOOD

SM PARAPET CAP

STRIP FLASHING

SM FACEPLATE

SM FASCIA AND

CONT CLEAT

SM SCUPPER SLEEVE

CONT SEALANT

WD BLOCKING

AND PLYWOOD

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

EX PIPE OR

CONDUIT

EX STEEL DECK

PREMANUFACTURED

SM CURB

NOTES:

· REMOVE EXISTING MULTI-PIPE PENETRATION CURBS,

WHERE APPLICABLE.

· DISCONNECT, RAISE, LENGTHEN OR OTHERWISE MODIFY

CONDUIT AS REQUIRED TO COMPLETE THE WORK.

SM SKIRT FLASHING

WITH CLIPS

PIPE ENCLOSURE

SM CURB COVER

SM HOOD

INSECT SCREEN

SELF ADHERING

MEMBRANE

EX STEEL DECK

BASE FLASHING

ROOF MEMBRANE

COVER BOARD

INSULATION BOARD

WELDED SEAM

WD BLOCKING

AND PLYWOOD

EX FRAMING

EX STEEL CHANNEL,

SCRAPE, PRIME AND PAINT

SM TRANSITION

COVER

WD BLOCKING

AND PLYWOOD

J CHANNEL

SM CLOSURE

PLYWOOD AND

WD BLOCKING

COMPOSITE WALL

PANEL

FLEXIBLE FLASHING

SM STIFFENER

WD BLOCKING

ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING (EX)

A-506

DETAILS

NEW

CONSTRUCTION

AS NOTED

0 3" 6" 9"

DATENO. DESCRIPTION BY

IF BORDER IS LESS THAN 40" x 28" USE GRAPHIC SCALES

\65

\02 D

A 5X

.D W

• 3

/19 /20

:19

A M

Gale Associates, Inc.

Engineers Architects Planners

1122 Kenilworth Drive, Suite 206 Towson, Md 21204-2143

P 443-279-4500 F 443-279-4560 www.gainc.com

Massachusetts Maryland Connecticut Virginia New Hampshire Florida Maine

DRAWING SCALE

CHECKED BY

PROJECT NO.

DRAWN BY

CADD FILE

DATE

656514 A5x

SHEET TITLE

GRAPHIC SCALE

DRAWING NO.

DRN

MLF

SJB

3/19/2026

656514

5 B

, M D

LIC

, M

CD SUBMISSION1 2/13/2026 MLF

1 3/19/2026 MLFADDENDUM #1

SCALE: 3" = 1'

CANOPY PARAPET1

A-506 SCALE: 3" = 1'

ROOF TO WALL2

A-506 SCALE: 3/8" = 1'

ACCESS LADDER3

A-506

SCALE: 3" = 1'

OVERFLOW SCUPPER4

A-506 SCALE: 3" = 1'

CANOPY TRANSITION5

A-506 SCALE: 3" = 1'

MULTI-PIPE PENETRATION6

A-506

0 3" 6" 9" 0 2' 4' 6'

0 3"…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 12, 2026.