129. Exhibit D_2325-GSA-Houlton ME LPOE_Design Options.pdf

HOULTON, MAINE: LAND POINT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

Project No: LMEBIL01

OWNER:

US GENERAL SERVICES ADMINISTRATION

REGION: NEW ENGLAND REGION (REGION 1)

PROJECT STREET ADDRESS:

INTERSTATE 95 & US/CANADA BORDER, HOULTON, ME

AUGUST 5, 2024

EXHIBIT D

Base Bid Items: Main Port Building

Exterior Building Envelope

• Replace Existing Roof System

• Replace Existing Stone/Concrete Façade Panels

• Replace Existing Aluminum Storefront Windows & Entrances

• Remove and Replace Exterior Hollow Metal Doors & Frames & Building Sealants

Per MOD PS0002 dated 11/15/2003 Investigate and include Split face CMU Block in design (remove approx. 6,085 sqft (MPB) and 2,125 sqft. (2ndary Inspection Bldg.) split face CMU, replace with façade envelope system)

Life Safety & Fire Protection Systems

• Fire Alarm System

• Sprinkler System

• Fireproofing

• Firestopping

Accessibility

• Elevator Modernization

• Stair to Roof

Mechanical Systems

• Replace Heating System

• Replace Cooling and Ventilation System

• Replace Vehicle Inspection Bay Heating and Ventilation System

• Provide Building Automation System (BAS)

* Note: Scope includes site electrical upgrades as described in Exhibit F: MEP Preliminary Concept Basis of Design Narrative, dated Jan. 5, 2024 and submitted with Preliminary Concept Design

Plumbing Systems

• Replace Roof Drains

• Provide Water Service Isolation Valves

• Upgrade Domestic Hot Water System

• Upgrade Plumbing Fixtures to Low-Flow

Electrical Systems

• Upgrade Main Service—Main Switchboard

• Replace Branch Circuit Panelboards and Feeders

• Replace Remaining Fluorescent Fixtures with LED and Provide Controls

• Replace Site Fixtures on 80’ Poles with LED (*Note: site)

• Provide Lightening Protection System

• Provide EV Charging Stations (*Note: site electrical)

Bid Option 1 Items: Site

Water Supply

• The existing water line located south of the primary inspection lanes requires replacement at an increased depth.

• Fire Flow Water Storage

Bid Option 2 Items: Site

• Primary Emergency Generator

Bid Option 4 Items: FDA/GSA/APHIS Building

• Replace Existing Roof System

• Replace Existing Stone/Concrete Façade Panels

• Replace Existing Aluminum Storefront Windows & Entrances

• Remove and Replace Exterior Hollow Metal Doors & Frames & Building Sealants

• Per MOD PS0002 dated 11/15/2003 Investigate and include Split face CMU Block in design (remove approx. 2,686 sqft split face CMU, replace with façade envelope system)

Bid Option 5 Items: Commercial Inspection Building (CIB)

• Replace Existing Roof System

• Replace Existing Stone/Concrete Façade Panels

• Replace Existing Aluminum Storefront Windows & Entrances

• Remove and Replace Exterior Hollow Metal Doors & Frames & Building Sealants

• Per MOD PS0002 dated 11/15/2003 Investigate and include Split face CMU Block in design (remove approx. 2,686 sqft split face CMU, replace with façade envelope system)

Bid Option 6 Items: FDA/GSA/APHIS Building

• Fire Alarm System

• Sprinkler System

• Firestopping

Bid Option 7 Items: Commercial Inspection Building (CIB)

• Fire Alarm System

• Sprinkler System

• Firestopping

REFER TO STATEMENT OF WORK (SOW) FOR ARCHITECT-ENGINEER

(A/E) CONTRACT FOR CONSTRUCTION MANAGER-AS-CONTRACTOR

(CMC) DELIVERY METHOD FOR HOULTON, MAINE - LPOE PROJECT NO.

LMEBIL01 REVISED FEB. 26, 2024 FOR COMPLETE DESCRIPTION OF

SCOPE OF WORK

247PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

Section Title Scope of Work

Bid Option 3 Items: Site

• Secondary Emergency Generator

Concept Development for the Houlton ME. LPOE includes design options aligned with the project’s scope and the proposed design and alternatives for a major repair and alterations project as required by P-100 Appendix A.6—Life Cycle Cost Analysis Requirements. A summary of these design options is shown in the following table.

347PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

DESIGN ALTERNATES

EugeneRMozzoni Polygon

EugeneRMozzoni Polygon

EugeneRMozzoni Line

EugeneRMozzoni Line

EugeneRMozzoni Line

EugeneRMozzoni Line

EugeneRMozzoni Line

EugeneRMozzoni Polygon

BUILDING ENVELOPE

(Base Bid & Bid Option 3)

447PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

Section Title

DESIGN ALTERNATES

547PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

BUILDING ENVELOPE: DESIGN CONCEPT BASE

ARCHITECTURAL PRECAST + TIMBER CLAD RAINSCREEN

647PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

BUILDING ENVELOPE: DESIGN CONCEPT BASE

Architectural Pre-Cast Panels, utilizing stain and form liner, Henderson-Hopkins School, Baltimore, Marvel 2013 Project Ö, Finland, by Aleksi Hautamäki

The Luna Panel System is a product family that allows to create an original rhythm and texture by playing with the different widths and thicknesses of the products. The outlook of Luna Panel System is vivid and authentic, yet modern.

Luna Panel System -product family lunawood.com

Luna Panel System profiles of sustainable Nordic Pine, have a contemporary, straight edge. They create a sopihisticated 3 mm shadow line between the panels.

The consealed fastening completes the stylish result.

Luna Panel System can be installed horizontally and vertically. The products can be used indoors and outdoors.

Benefits of Luna Panel System

• Contemporary design with vivid Nordic Pine

• Five widths and three thicknesses give freedom to design own patterns

• Can be installed horizontally and vertically

• Suitable for both indoor and outdoor use

Thermally Modified Hem Fir Cladding, Luna Wood

747PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

BASE BID: BUILDING ENVELOPE: DESIGN CONCEPT BASE

847PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

BUILDING ENVELOPE: DESIGN CONCEPT Alt 1

UHPC CLAD RAINSCREEN + TERRACOTTA CLAD RAINSCREEN

947PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

TAKTL® KORSA™ Design Guide Doc. SP40-1 Rev. 2003

7 of 8230 Braddock Avenue, Turtle Creek, PA 15145 | TAKTL-LLC.COM | 412.486.1600 | info@taktl-llc.com

Project Examples

Interior/Exterior Cladding | KORSA Custom Panel (Base: Custom Gray)

Rainscreen Installation | KORSA Custom Panel (Base: Dune)

Rainscreen Installation | KORSA Standard Panel (Design Mix: A01, Base: Natural)

UHPC Panel, Taktl

Terracotta Rainscreen, Shildan

1047PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

1147PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

BUILDING ENVELOPE: DESIGN CONCEPT Alt 2

ARCHITECTURAL PRECAST + TERRACOTTA CLAD RAINSCREEN

1247PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

BUILDING ENVELOPE: DESIGN CONCEPT Alt 2

GLASS

All building envelope design options propose to use flat glass for all glazing assemblies that align with the IRA-LEC materials funding criteria. Glazing will be triple-glazed and Ballistic Resistant when within 8’ of exterior grade.

Thermal performance for glazed assemblies will be per IECC 2015 (Maine’s State Energy Code) or better, prescriptive levels per below:

U-Value

Fixed Fenestration = 0.29 BTU/h·ft²·°F

Operable Fenestration = 0.37 BTU/h·ft²·°F

Entrance Doors = 0.77 BTU/h·ft²·°F

SHGC: 0.45 or .30

ROOF ASSEMBLY

All building envelope design options propose to exceed IECC 2015 for roof thermal performance.

80 mil reinforced PVC roof membrane fully adhered to coverboard.

½ inch glass fiber faced gypsum cover board.

¼ inch per foot tapered polyisocyanurate board insulation with four-way tapered.

Base layer of polyisocyanurate board insulation Thickness: Minimum 8”.

Required Thermal Performance per IECC 2015: R-35.7 Proposed Thermal Performance: Minimum R-45.6 Fully adhered rubberized asphalt vapor barrier membrane.

EXTERIOR SOFFITS

Metal Soffit Panel

EXTERIOR FASCIA

UHPC Panels to match primary material finish

1347PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

BUILDING ENVELOPE: DESIGN CONCEPT Alt 2

BUILDING ENVELOPE: ALL ALTERNATES

FIN. FLR.

0' - 0"

9'

- 0

EXISTING CONCRETE

FOUNDATION WALL TO

REMAIN

EXISTING 2"RIGID

INSULATION TO REMAIN

EXISTING FIBROUS ASPHALT

DAMPPROOFING

EXISTING EARTHEN BERM, WHERE OCCURS.

CONTRACTOR TO PULL EARTH BACK TO

EXPOSE EXTERIOR FACE OF FOUNDATION

WALL.

EXISTING 2 OZ. COOPER THRU

FLASHING TO BE REMOVED

EXISTING 3" THICK RIGID INSULATION

TO BE REMOVED

EXISTING FIBROUS ASPHALT

DAMPPROOFING

EXISTING ALUMINUM FRAME

SPANDREL GLASS WINDOW TO BE

REMOVED

EXISTING 4"CMU SPLIT-RIB BLOCK TO

BE REMOVED EXISTING SUSPENDED

ACOUSTICAL TILE CEILING TO

REMAIN

EXISTING R-27 F6 BATT INSULATION

TO BE REMOVED IN ITS ENTIRETY

EXISTING STONE/CONCRETE

FASCIA PANEL AND FRAMING TO

BE REMOVED IN ITS ENTIRETY

EXISTING WATERPROOFING MEMBRANE AND

RIGID INSULATION TO BE REMOVED IN THEIR

ENTIRETY

EXISTING METAL DECK AND CONCRETE

TOPPING TO REMAIN

EXISTING STEEL BEAM AND BOND BEAM

TO REMAIN

EXISTING INTERIOR CMU WALL TO REMAIN

DM-350

DM-350

DM-350

FIN. FLR.

0' - 0"

EXISTING 4"CMU SPLIT-RIB BLOCK TO BE

REMOVED

EXISTING #15 FELT OM 1/2" THICK EXTERIOR WALL

SHEATHING TO BE REMOVED

EXISTING CONCRETE FOUNDATION WALL

TO REMAIN

EXISTING 2"RIGID INSULATION TO REMAIN

EXISTING FIBROUS ASPHALT

DAMPPROOFING

EXISTING SUSPENDED

ACOUSTICAL TILE CEILING TO

REMAIN

EXISTING R-27 F6 BATT INSULATION TO

BE REMOVED IN ITS ENTIRETY

EXISTING STONE/CONCRETE FASCIA PANEL

AND FRAMING TO BE REMOVED IN ITS

ENTIRETY

EXISTING WATERPROOFING MEMBRANE AND

RIGID INSULATION TO BE REMOVED IN THEIR

ENTIRETY

EXISTING METAL DECK AND

CONCRETE TOPPING TO REMAIN

EXISTING STEEL BEAM TO

REMAIN

EXISTING EARTHEN BERM, WHERE OCCURS.

CONTRACTOR TO PULL EARTH BACK TO

EXPOSE EXTERIOR FACE OF FOUNDATION

WALL.

1. EXISTING CONDITIONS SURVEY WAS PERFORMED BY

HALEY WARD, INC. DURING NOVEMBER 2023

2. ADDITIONAL EXISTING CONDITIONS INFORMATION WAS

PROVIDED BY THE GSA.

3. DEMOLITION MAY REVEAL UNEXPECTED OR DIFFERING

CONDITIONS FROM THOSE SHOWN IN THESE

DOCUMENTS.

4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN

WRITING OF ANY CONDITIONS DIFFEREING FROM THOSE

INDICATED IN THE PLANS, AND WAIT FOR WRITTEN

INSTRUCTIONS BEFORE PROCEEDING.

GENERAL SELECTIVE DEMOLITION SHEET NOTES

EXISTING (AXON, PLAN OR ELEVATION - NOT CUT)

EXISTING (PLAN OR SECTION - CUT)

EXISTING TO REMOVE (DEMOLISH) (SECTION CUT, PLAN OR ELEVATION)

DEMOLITION GRAPHIC LEGEND

FIN. FLR.

0' - 0"

SECOND FLOOR

16' - 4"

EXISTING CIP 14"

EXISTING 4" CMU SPLIT-

RIB BLOCK TO BE

REMOVED

ALUMINUM FRAME GLASS

WINDOW TO BE REMOVED

GYPSUM BOARD WALL

CAVITY TO REMAIN

SUSPENDED ACOUSTICAL TILE CEILING

TO REMAIN

R-27 F6 BATT INSULATION TO

BE REMOVED IN ITS

ENTIRETY

EXTERIOR SOFFIT TO BE

REMOVED

EXISTING METAL DECK AND

CONCRETE TOPPING TO

REMAIN

#15 FELT ON 1/2" THICK EXTERIOR

WALL SHEATING TO REMAIN

GYPSUM BOARD WALL

CAVITY TO REMAIN

#15 FELT ON 1/2" THICK EXTERIOR

WALL SHEATING TO REMAIN

EXISTING 4" CMU SPLIT-

RIB BLOCK TO BE

REMOVED

0 2' 4' 3/4"=1'-0"

SHEET NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

30 X 42

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SELECTIVE DEMOLITION - WALL SECTIONS

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

07/19/2024

05/19/24Author

Checker

INTERSTATE 95 & US / CANADA BORDER

HOULTON / ME

LMEBIL01

FRED AMEY

ME0661BH

MAIN PORT BUILDING

2325_Houlton ME LPOE_BORDER PATROL-A

U.S. General Services Administration Interstate 95 & US / Canada Border, Houlton, ME

47PB0023F0129

3/4" = 1'-0"

DEMOLITION - WALL TYPE 2 - FASCIA & 4" SPLIT CMU OVER 8"CMU INTERIOR

WALL2

SELECTIVE DEMOLITION - GENERAL GROUND FLOOR PLAN WALL SECTION

LEGEND

3/4" = 1'-0"

DEMOLITION - WALL TYPE 1 - FASCIA & 4" SPLIT CMU OVER GYPSUM CAVITY

WALL1

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

3/4" = 1'-0"

DEMOLITION - WALL TYPE - 4"SPLIT CMU OVER GYPSUM CAVITY WALL

IMMIGRATION INSPECT4

Mark Date Description

MARVEL ARCHITECTS

FIN. FLR.

0' - 0"

SECOND FLOOR

16' - 4"

TOP OF ROOF

27' - 3"

3"

6"

EXISTING 6" METAL STUD

FRAMING TO BE REMOVED

EXISTING 3" THICK RIGID

INSULATION TO BE REMOVED

EXISTING FIBROUS ASPHALT

DAMPPROOFING ASSUME

EXISTING ALUMINUM FRAME

SPANDREL GLASS WINDOW TO BE

REMOVED

EXISTING 4"CMU SPLIT-RIB BLOCK

TO BE REMOVED

EXISTING R-27 F6 BATT INSULATION

TO BE REMOVED IN ITS ENTIRETY

EXISTING STONE/CONCRETE FASCIA

PANEL AND FRAMING TO BE REMOVED

IN ITS ENTIRETY

EXISTING WATERPROOFING MEMBRANE AND

RIGID INSULATION TO BE REMOVED IN THEIR

ENTIRETY

EXISTING METAL DECK AND CONCRETE

TOPPING TO REMAIN

EXISTING STEEL BEAM AND BOND BEAM TO

REMAIN

EXISTING INTERIOR 8" CMU

WALL TO REMAIN

WALL CAVITY

EXISTING

WATERPROOFING

MEMBRANE AND RIGID

INSULATION TO BE

REMOVED IN THEIR

ENTIRETY EXISTING STEEL BEAM AND BOND BEAM TO

REMAIN

DM-351

DM-351

SECOND FLOOR

16' - 4"

TOP OF ROOF

27' - 3"

EXISTING METAL PAN SNAP-IT

SOFFIT TO BE REMOVED

EXISTING ALUMINUM WINDOW FRAME

WITH INSULATED GLASS OR

SPANDREL GLASS TO BE REMOVED

EXISTING SUSPENDED ACOUSTICAL

TILE CEILING TO BE REMOVED

EXISTING R-27 F6 BATT INSULATION TO

BE REMOVED IN ITS ENTIRETY

EXISTING STONE/CONCRETE FASCIA

PANEL AND FRAMING TO BE REMOVED IN

ITS ENTIRETY

EXISTING WATERPROOFING

MEMBRANE AND RIGID INSULATION

TO BE REMOVED IN THEIR ENTIRETY

EXISTING METAL DECK AND CONCRETE

TOPPING TO REMAIN

EXISTING STONE/CONCRETE

FASCIA PANEL AND FRAMING TO

BE REMOVED IN ITS ENTIRETY

EXISTING R-27 F6 BATT INSULATION

TO BE REMOVED IN ITS ENTIRETY

EXISTING 3 1/2" METAL STUD FRAMING

TO BE REMOVED

EXISTING 6" METAL STUD

FRAMING TO BE REMOVED

EXISTING 2 OZ. COOPER THRU

FLASHING TO BE REMOVED

EXISTING STEEL FRAMING

TOREMAIN

1. EXISTING CONDITIONS SURVEY WAS PERFORMED BY

HALEY WARD, INC. DURING NOVEMBER 2023

2. ADDITIONAL EXISTING CONDITIONS INFORMATION WAS

PROVIDED BY THE GSA.

3. DEMOLITION MAY REVEAL UNEXPECTED OR DIFFERING

CONDITIONS FROM THOSE SHOWN IN THESE

DOCUMENTS.

4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN

WRITING OF ANY CONDITIONS DIFFEREING FROM THOSE

INDICATED IN THE PLANS, AND WAIT FOR WRITTEN

INSTRUCTIONS BEFORE PROCEEDING.

GENERAL SELECTIVE DEMOLITION SHEET NOTES

EXISTING (AXON, PLAN OR ELEVATION - NOT CUT)

EXISTING (PLAN OR SECTION - CUT)

EXISTING TO REMOVE (DEMOLISH) (SECTION CUT, PLAN OR ELEVATION)

DEMOLITION GRAPHIC LEGEND

0 2' 4' 3/4"=1'-0"

SHEET NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

30 X 42

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SELECTIVE DEMOLITION - WALL SECTIONS

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

07/19/2024

05/19/24Author

Checker

INTERSTATE 95 & US / CANADA BORDER

HOULTON / ME

LMEBIL01

FRED AMEY

ME0661BH

MAIN PORT BUILDING

2325_Houlton ME LPOE_BORDER PATROL-A

U.S. General Services Administration Interstate 95 & US / Canada Border, Houlton, ME

47PB0023F0129

3/4" = 1'-0"

DEMOLITION - WALL TYPE 5 - FASCIA & SPANDREL WINDOW OVER 8"CMU

INTERIOR WALL2

SELECTIVE DEMOLITION 2ND FLOOR PLAN - WALL SECTION LEGEND

3/4" = 1'-0"

DEMOLITION - WALL TYPE 4 - FASCIA & WINDOW WITH TRAFFIC LANES &

BOOTH UNDERNEATH1

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

MARVEL ARCHITECTS

FIN FLR. OLD. 464.75'

0' - 0"

T.O. WALL

18' - 8"

BOTTOM OF FOOTING

-5' - 0"

FIN. FLR. NEW 466.25'

1' - 6"

T.O. STEEL 482.5'

17' - 9"

Level 1 0' - 0"

ROOF

18' - 8"

EXISTING 2" RIGID

INSULATION

EXISTING 3" THICK

RIGID INSULATION

TO REMAIN

EXISTING FIBROUS ASPHALT

DAMPPROOFING

EXISTING DAMPPROOFING

AT BERMS, WHEN OCCURS

EXISTING STONE/CONCRETE FASCIA PANEL

AND FRAMING TO BE REMOVED IN ITS

ENTIRETY

EXISTING WATERPROOFING MEMBRANE

AND RIGID INSULATION TO BE REMOVED

IN THEIR ENTIRETY

EXISTING METAL DECK AND CONCRETE

TOPPING TO REMAIN

EXISTING 8" CMU

SPLIT-RIB BLOCK TO

REMAIN

EXISTING SUSPENDED CEILING

EXISTING (AXON, PLAN OR ELEVATION - NOT CUT)

EXISTING (PLAN OR SECTION - CUT)

EXISTING TO REMOVE (DEMOLISH) (SECTION CUT, PLAN OR ELEVATION)

DEMOLITION GRAPHIC LEGEND

FIN FLR. OLD. 464.75'

0' - 0"

SECOND FLOOR

10' - 0"

T.O. WALL

18' - 8"

BOTTOM OF FOOTING

-5' - 0"

FIN. FLR. NEW 466.25'

1' - 6"

T.O. STEEL 482.5'

17' - 9"

Level 1 0' - 0"

ROOF

18' - 8"

EXISTING 2" RIGID

INSULATION

EXISTING 3" THICK

RIGID INSULATION

TO REMAIN

EXISTING FIBROUS ASPHALT

DAMPPROOFING

EXISTING DAMPPROOFING

AT BERMS, WHEN OCCURS

EXISTING ALUMINUM WINDOW FRAME

WITH INSULATED GLASS OR SPANDREL

GLASS TO BE REMOVEDEXISTING SUSPENDED CEILING

EXISTING STONE/CONCRETE FASCIA PANEL

AND FRAMING TO BE REMOVED IN ITS

ENTIRETY

EXISTING WATERPROOFING MEMBRANE

AND RIGID INSULATION TO BE REMOVED

IN THEIR ENTIRETY

EXISTING METAL DECK AND CONCRETE

TOPPING TO REMAIN

EXISTING 8" CMU

SPLIT-RIB BLOCK TO

REMAIN

1. EXISTING CONDITIONS SURVEY WAS PERFORMED BY

HALEY WARD, INC. DURING NOVEMBER 2023

2. ADDITIONAL EXISTING CONDITIONS INFORMATION WAS

PROVIDED BY THE GSA.

3. DEMOLITION MAY REVEAL UNEXPECTED OR DIFFERING

CONDITIONS FROM THOSE SHOWN IN THESE

DOCUMENTS.

4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN

WRITING OF ANY CONDITIONS DIFFEREING FROM THOSE

INDICATED IN THE PLANS, AND WAIT FOR WRITTEN

INSTRUCTIONS BEFORE PROCEEDING.

GENERAL SELECTIVE DEMOLITION SHEET NOTES

0 2' 4' 3/4"=1'-0"

SHEET NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

30 X 42

SH

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DM-354

SELECTIVE DEMOLITION - WALL SECTIONS

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

07/19/2024

02/28/20Author

Checker

INTERSTATE 95 & US / CANADA BORDER

HOULTON / ME

LMEBIL01

FRED AMEY

ME0663BH

47PB0023F0129

CUSTOM INSPECTION BUILDING (CIB)

2325_Houlton ME LPOE_INSTECTION BUILDING-A

U.S. General Services Administration Interstate 95 & US / Canada Border, Houlton, ME

3/4" = 1'-0"

SELECTIVE DEMO - WALL SECTION TYPE 313/4" = 1'-0"

SELECTIVE DEMO - WALL SECTION TYPE 3 VARIATION3

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

MARVEL ARCHITECTS

1447PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

Section Title Building Envelope: Demolition Scope

MBPFDA/GSA/APHIS & CIB

FIN. FLR.

0' - 0"

EXISTING 4"CMU SPLIT-RIB BLOCK

TO BE REMOVED

EXISTING #15 FELT OM 1/2" THICK EXTERIOR

WALL SHEATHING TO BE REMOVED

EXISTING CONCRETE

FOUNDATION WALL TO REMAIN

EXISTING 2"RIGID

INSULATION TO REMAIN

EXISTING FIBROUS ASPHALT

DAMPPROOFING

EXISTING SUSPENDED ACOUSTICAL TILE

CEILING TO BE REMOVED

EXISTING R-27 F6 BATT INSULATION

TO BE REMOVED IN ITS ENTIRETY

EXISTING STONE/CONCRETE FASCIA

PANEL AND FRAMING TO BE REMOVED IN

ITS ENTIRETY

EXISTING WATERPROOFING

MEMBRANE AND RIGID INSULATION

TO BE REMOVED IN THEIR ENTIRETY

EXISTING METAL DECK AND

CONCRETE TOPPING TO REMAIN

EXISTING STEEL BEAM TO REMAIN

EXISTING 5/8" GWB ON 6 MIL. VAPOR

BARRIER ON 6" 18 GA. "C"@ 24" O.C. W/

R-19 F6 BATT INSULATION BETWEEN

EXISTING SHEATHING AND METAL

FRAMING TO REMAIN

SEA LEVEL - ZERO

0' - 0"

FIN. FLR.

0' - 0"

EXISTING 2" RIGID INSULATION

SUSPENDED CEILING, WHEN

OCCURS

EXISTING 5/8" GWB ON 6 MIL. VAPOR

BARRIER ON 6" 18 GA. "C"@ 24" O.C. W/ R-19

F6 BATT INSULATION BETWEEN

5" PRECAST PANEL

3 1/2" MINERAL WOOL INSULATION

5/8" SHEATHING

RELEIVING ANGLE CONNECTION TO

EXISTING FOUNDATION WALL,

AS PER STRUCT

PRECAST PANEL ANCHOR TO ROOF

DIAPHRAM, AS PER STRUCTURAL

BATT INSULATION

1" AIR GAP AND CLIPS

VAPOR BARRIER

OVER 5/8" SHEATHING

COLD FORMED STEEL

FRAMING AS PER

STRUCTURAL

EXTERIOR GRADE OR

SIDEWALK, WHEN OCCURS

NEW ROOF ASSMBLY OVER

EXISTING METAL ROOF DECK

AND CONCRETE TOPPING

SEA LEVEL - ZERO

0' - 0"

RIDGID INSULATION

EXISTING (AXON, PLAN OR ELEVATION - NOT CUT)

EXISTING (PLAN OR SECTION - CUT)

NEW CONSTRUCTION GRAPHIC LEGEND

• ROOF ASSEMBLY: (ALL ALTERNATES)

80 mil reinforced PVC roof membrane fully adhered to coverboard.

½ inch glass fiber faced gypsum cover board.

¼ inch per foot tapered polyisocyanurate board insulation with four-way tapered.

Base layer of polyisocyanurate board insulation.

Thickness: Minimum 8”.

Required Thermal Performance per IECC 2015: R-35.7 Proposed Thermal Performance: Minimum R-45.6

Fully adhered rubberized asphalt vapor barrier membrane.

• EXTERIOR WALL ASSEMBLY L1: CONVENTIONAL

ARCHITECTURAL PRECAST PANEL

A. 5" PRECAST CONCRETE PANEL (9' wide max.)

B. 3 1/2" MINERAL WOOL INSULATION

C. 1" AIR

D. 5/8" SHEATHING

• EXTERIOR WALL ASSEMBLY L2: UHPC RAINSCREEN PANEL

A. 5/8” (UHPC PANEL)

B. 1” (Air) C. 4” (Mineral Wool Insulation) D. 5/8” (Exterior Sheathing) E. 6” (Studs)

• EXTERIOR WALL ASSEMBLY L3: CONVENTIONAL

ARCHITECTURAL PRECAST PANEL W/ INCREASED

INSULATION

A. 5" PRECAST (9' WIDE MAX.)

B. 5" MINERAL WOOL INSULATION

C. 1" AIR

D. 5/8" SHEATHING

• EXTERIOR WALL ASSMEBLY U1: TIMBER PAINSCREEN

A. NO-O&M TIMBER SPECIES DIMENSIONAL

RAINSCREEN

B. 1” (AIR)

C. 4” (MINERAL WOOL INSULATION)

D. 5/8” (EXTERIOR SHEATHING)

E. 6” (STUDS)

• EXTERIOR WALL ASSMBLY U2: TERRACOTTA RAINSCREEN

PANEL

A. 1 1/2" TERRACOTTA CLADDING PANEL

B. 1 1/2” (AIR)

C. 4” (MINERAL WOOL INSULATION)

D. 5/8” (EXTERIOR SHEATHING)

E. 6” (STUDS)

• EXTERIOR WALL ASSEMBLY U3: TERRACOTTA

RAINSCREEN PANEL, WITH INCREASED INSULATION

A. (5/8") UHPC CLADDING PANEL

B. 1” (AIR)

C. 5” (MINERAL WOOL INSULATION)

D. 5/8” (EXTERIOR SHEATHING)

E. 6” (STUDS)

BUILDING ENVELOPE NOTES

0 2' 4' 3/4"=1'-0"

SHEET NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

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DATE DRAWN:

30 X 42

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A-350.1

EXTERIOR WALL SECTION TYPE 1 - OPTION L1

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

07/19/2024

05/19/24Author

Checker

INTERSTATE 95 & US / CANADA BORDER

HOULTON / ME

LMEBIL01

FRED AMEY

ME0661BH

MAIN PORT BUILDING

2325_Houlton ME LPOE_BORDER PATROL-A

U.S. General Services Administration Interstate 95 & US / Canada Border, Houlton, ME

47PB0023F0129

SELECTIVE DEMOLITION - GENERAL GROUND FLOOR PLAN WALL SECTION

LEGEND Copy 2

Note: Existing Conditions based on survey performed by Haley Ward in November, 2023 and additional drawings provided by the GSA as part of the contract.

Conditions found in field may vary. Contractor shall notify the architect of any significant discrepancies.

3/4" = 1'-0"

TYP. WALL TYPE 1 - FASCIA & 4" SPLIT CMU OVER GYPSUM CAVITY WALL -

SELECTIVE DEMOLITION13/4" = 1'-0"

TYP. WALL TYPE 1 - FASCIA & 4" SPLIT CMU OVER GYPSUM CAVITY WALL -

DESIGN OPTION 1, ARCHITECTURAL PRE-CAST PANEL2

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

DM-350

FIN. FLR.

0' - 0"

9'

- 0

EXISTING CONCRETE

FOUNDATION WALL TO

REMAIN

EXISTING 2"RIGID

INSULATION TO REMAIN

EXISTING FIBROUS ASPHALT

DAMPPROOFING

EXISTING EARTHEN BERM, WHERE

OCCURS. CONTRACTOR TO PULL

EARTH BACK TO EXPOSE EXTERIOR

FACE OF FOUNDATION WALL.

EXISTING 2 OZ. COOPER THRU

FLASHING TO BE REMOVED

EXISTING 3" THICK RIGID

INSULATION TO BE REMOVED

EXISTING FIBROUS

ASPHALT DAMPPROOFING

EXISTING ALUMINUM FRAME

SPANDREL GLASS WINDOW TO

BE REMOVED

EXISTING 4"CMU

SPLIT-RIB BLOCK

TO BE REMOVED EXISTING SUSPENDED

ACOUSTICAL TILE CEILING

EXISTING R-27 F6 BATT

INSULATION TO BE

REMOVED IN ITS ENTIRETY

EXISTING STONE/CONCRETE

FASCIA PANEL AND FRAMING TO

BE REMOVED IN ITS ENTIRETY

EXISTING WATERPROOFING

MEMBRANE AND RIGID

INSULATION TO BE

REMOVED IN THEIR

ENTIRETY

EXISTING METAL DECK AND

CONCRETE TOPPING TO

REMAIN

EXISTING STEEL BEAM AND

BOND BEAM TO REMAIN

EXISTING INTERIOR

CMU WALL TO REMAIN

SEA LEVEL - ZERO

0' - 0"

FIN. FLR.

0' - 0"

EXISTING SUSPENDED ACOUSTICAL TILE

CEILING

EXISTING 8"CMU BLOCK

EXISTING 2" RIGID INSULATION

5" PRECAST PANEL

3 1/2" MINERAL WOOL INSULATION

5/8" SHEATHING

CONNECTION TO EXISTING

FOUNDATION FOOTING, WHEN

OCCURS AS PER STRUCT

CMU CONNECTION TO EXISTING

FOUNDATION WALL WHERE BERM

OCCURS, AS PER STRUCT

RIGID

INSULATION

PRECAST PANEL ANCHOR TO ROOF

DIAPHRAM, AS PER STRUCTURAL

BATT INSULATION

1" AIR GAP AND CLIPS

VAPOR BARRIER

OVER 5/8" SHEATHING

COLD FORMED STEEL

FRAMING AS PER

STRUCTURAL

EARTHEN BERM,

WHEN OCCURS

EXTERIOR

GRADE OR

SIDEWALK,

WHEN OCCURS

NEW ROOF ASSMBLY OVER

EXISTING METAL ROOF DECK

AND CONCRETE TOPPING

SEA LEVEL - ZERO

0' - 0"

RIGID

INSULATION

EXISTING (AXON, PLAN OR ELEVATION - NOT CUT)

EXISTING (PLAN OR SECTION - CUT)

NEW CONSTRUCTION GRAPHIC LEGEND

• ROOF ASSEMBLY: (ALL ALTERNATES)

80 mil reinforced PVC roof membrane fully adhered to coverboard.

½ inch glass fiber faced gypsum cover board.

¼ inch per foot tapered polyisocyanurate board insulation with four-way tapered.

Base layer of polyisocyanurate board insulation.

Thickness: Minimum 8”.

Required Thermal Performance per IECC 2015: R-35.7 Proposed Thermal Performance: Minimum R-45.6

Fully adhered rubberized asphalt vapor barrier membrane.

• EXTERIOR WALL ASSEMBLY L1: CONVENTIONAL

ARCHITECTURAL PRECAST PANEL

A. 5" PRECAST CONCRETE PANEL (9' wide max.)

B. 3 1/2" MINERAL WOOL INSULATION

C. 1" AIR

D. 5/8" SHEATHING

• EXTERIOR WALL ASSEMBLY L2: UHPC RAINSCREEN PANEL

A. 5/8” (UHPC PANEL)

B. 1” (Air) C. 4” (Mineral Wool Insulation) D. 5/8” (Exterior Sheathing) E. 6” (Studs)

• EXTERIOR WALL ASSEMBLY L3: CONVENTIONAL

ARCHITECTURAL PRECAST PANEL W/ INCREASED

INSULATION

A. 5" PRECAST (9' WIDE MAX.)

B. 5" MINERAL WOOL INSULATION

C. 1" AIR

D. 5/8" SHEATHING

• EXTERIOR WALL ASSMEBLY U1: TIMBER PAINSCREEN

A. NO-O&M TIMBER SPECIES DIMENSIONAL

RAINSCREEN

B. 1” (AIR)

C. 4” (MINERAL WOOL INSULATION)

D. 5/8” (EXTERIOR SHEATHING)

E. 6” (STUDS)

• EXTERIOR WALL ASSMBLY U2: TERRACOTTA RAINSCREEN

PANEL

A. 1 1/2" TERRACOTTA CLADDING PANEL

B. 1 1/2” (AIR)

C. 4” (MINERAL WOOL INSULATION)

D. 5/8” (EXTERIOR SHEATHING)

E. 6” (STUDS)

• EXTERIOR WALL ASSEMBLY U3: TERRACOTTA

RAINSCREEN PANEL, WITH INCREASED INSULATION

A. (5/8") UHPC CLADDING PANEL

B. 1” (AIR)

C. 5” (MINERAL WOOL INSULATION)

D. 5/8” (EXTERIOR SHEATHING)

E. 6” (STUDS)

BUILDING ENVELOPE NOTES

0 2' 4' 3/4"=1'-0"

SHEET NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

30 X 42

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A-351.1

EXTERIOR WALL TYPE 2 SECTIONS - OPTION L1

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

07/19/2024

05/19/24Author

Checker

INTERSTATE 95 & US / CANADA BORDER

HOULTON / ME

LMEBIL01

FRED AMEY

ME0661BH

MAIN PORT BUILDING

2325_Houlton ME LPOE_BORDER PATROL-A

U.S. General Services Administration Interstate 95 & US / Canada Border, Houlton, ME

47PB0023F0129

BASE BID - GENERAL GROUND FLOOR PLAN WALL SECTION LEGEND

3/4" = 1'-0"

TYP. WALL TYPE 2 - FASCIA & 4" SPLIT CMU OVER 8"CMU INTERIOR WALL -

SELECTIVE DEMOLITION1

Note: Existing Conditions based on survey performed by Haley Ward in November, 2023 and additional drawings provided by the GSA as part of the contract.

Conditions found in field may vary. Contractor shall notify the architect of any significant discrepancies.

3/4" = 1'-0"

TYP. WALL TYPE 2 - FASCIA & 4" SPLIT CMU OVER 8"CMU INTERIOR WALL -

DESIGN OPTION 1, ARCHITECTURAL PRE-CAST PANEL2

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

SECOND FLOOR

16' - 4"

TOP OF ROOF

27' - 3"

EXISTING METAL PAN SNAP-IT

SOFFIT TO BE REMOVED

EXISTING ALUMINUM WINDOW

FRAME WITH INSULATED GLASS

OR SPANDREL GLASS TO BE

REMOVED

EXISTING R-27 F6 BATT INSULATION TO

BE REMOVED IN ITS ENTIRETY

EXISTING STONE/CONCRETE FASCIA

PANEL AND FRAMING TO BE REMOVED

IN ITS ENTIRETY

EXISTING

WATERPROOFING

MEMBRANE AND RIGID

INSULATION TO BE

REMOVED IN THEIR

ENTIRETY

EXISTING METAL DECK AND CONCRETE

TOPPING TO REMAIN

EXISTING STONE/CONCRETE

FASCIA PANEL AND FRAMING

TO BE REMOVED IN ITS

ENTIRETY

EXISTING R-27 F6 BATT

INSULATION TO BE

REMOVED IN ITS

ENTIRETY

EXISTING 3 1/2" METAL STUD

FRAMING TO BE REMOVED

EXISTING 6" METAL STUD

FRAMING TO BE REMOVED;

CONDITION TO BE

ASSESSED

EXISTING 2 OZ. COOPER THRU

FLASHING TO BE REMOVED

EXISTING INSULATION TO BE

REMOVED

SECOND FLOOR

16' - 4"

NEW PUNCHED WINDOW, WHERE OCCURS

NEW EXTERIOR SOFFIT, MAINTAIN EXISTING

HEIGHT ABOVE GRADE OR HIGHER

NEW UNDERDECK INSULATION TO MEET OR

EXCEED IECC 2015

VERTICAL TIMBER CLADDING

VERTICAL TIMBER CLADDING

4" MINERAL WOOL INSULATION

1" MIN. AIR GAP AND CLIPS

VAPOR BARRIER

OVER 5/8" SHEATHING

COLD FORMED STEEL

FRAMING AS PER STRUCTURAL

NEW ROOF ASSMBLY OVER

EXISTING METAL ROOF DECK

AND CONCRETE TOPPING

VAPOR BARRIER

OVER 5/8" SHEATHING

COLD FORMED STEEL

FRAMING AS PER STRUCTURAL

EXISTING (AXON, PLAN OR ELEVATION - NOT CUT)

EXISTING (PLAN OR SECTION - CUT)

NEW CONSTRUCTION GRAPHIC LEGEND

• ROOF ASSEMBLY: (ALL OPTIONS)

80 mil reinforced PVC roof membrane fully adhered to coverboard.

½ inch glass fiber faced gypsum cover board.

¼ inch per foot tapered polyisocyanurate board insulation with four-way tapered.

Base layer of polyisocyanurate board insulation.

Thickness: Minimum 8”.

Required Thermal Performance per IECC 2015: R-35.7 Proposed Thermal Performance: Minimum R-45.6

Fully adhered rubberized asphalt vapor barrier membrane.

• EXTERIOR WALL ASSEMBLY L1: CONVENTIONAL

ARCHITECTURAL PRECAST PANEL

A. 5" PRECAST CONCRETE PANEL (9' wide max.)

B. 3 1/2" MINERAL WOOL INSULATION

C. 1" AIR

D. 5/8" SHEATHING

• EXTERIOR WALL ASSEMBLY L2: UHPC RAINSCREEN PANEL

A. 5/8” (UHPC PANEL)

B. 1” (Air) C. 4” (Mineral Wool Insulation) D. 5/8” (Exterior Sheathing) E. 6” (Studs)

• EXTERIOR WALL ASSEMBLY L3: CONVENTIONAL

ARCHITECTURAL PRECAST PANEL W/ INCREASED

INSULATION

A. 5" PRECAST (9' WIDE MAX.)

B. 5" MINERAL WOOL INSULATION

C. 1" AIR

D. 5/8" SHEATHING

• EXTERIOR WALL ASSMEBLY U1: TIMBER PAINSCREEN

A. NO-O&M TIMBER SPECIES DIMENSIONAL

RAINSCREEN

B. 1” (AIR)

C. 4” (MINERAL WOOL INSULATION)

D. 5/8” (EXTERIOR SHEATHING)

E. 6” (STUDS)

• EXTERIOR WALL ASSMBLY U2: TERRACOTTA RAINSCREEN

PANEL

A. 1 1/2" TERRACOTTA CLADDING PANEL

B. 1 1/2” (AIR)

C. 4” (MINERAL WOOL INSULATION)

D. 5/8” (EXTERIOR SHEATHING)

E. 6” (STUDS)

• EXTERIOR WALL ASSEMBLY U3: TERRACOTTA

RAINSCREEN PANEL, WITH INCREASED INSULATION

A. (5/8") UHPC CLADDING PANEL

B. 1” (AIR)

C. 5” (MINERAL WOOL INSULATION)

D. 5/8” (EXTERIOR SHEATHING)

E. 6” (STUDS)

BUILDING ENVELOPE NOTES

SECOND FLOOR

16' - 4"

NEW PUNCHED WINDOW, WHERE OCCURS

NEW EXTERIOR SOFFIT, MAINTAIN EXISTING

HEIGHT ABOVE GRADE OR HIGHER

NEW UNDERDECK INSULATION TO MEET OR

EXCEED IECC 2015

VERTICAL TIMBER CLADDING

VERTICAL TIMBER CLADDING

4" MINERAL WOOL INSULATION

1" MIN. AIR GAP AND CLIPS

VAPOR BARRIER

OVER 5/8" SHEATHING

COLD FORMED STEEL

FRAMING AS PER STRUCTURAL

NEW ROOF ASSMBLY OVER

EXISTING METAL ROOF DECK

AND CONCRETE TOPPING

VAPOR BARRIER

OVER 5/8" SHEATHING

COLD FORMED STEEL

FRAMING AS PER STRUCTURAL

SECOND FLOOR

16' - 4"

NEW PUNCHED WINDOW, WHERE OCCURS

NEW EXTERIOR SOFFIT, MAINTAIN EXISTING

HEIGHT ABOVE GRADE OR HIGHER

NEW UNDERDECK INSULATION TO MEET OR

EXCEED IECC 2015

TERRACOTTA CLADDING

TERRACOTTA CLADDING

5" MINERAL WOOL INSULATION

1" MIN. AIR GAP AND CLIPS

VAPOR BARRIER

OVER 5/8" SHEATHING

COLD FORMED STEEL

FRAMING AS PER STRUCTURAL

NEW ROOF ASSMBLY OVER

EXISTING METAL ROOF DECK

AND CONCRETE TOPPING

VAPOR BARRIER

OVER 5/8" SHEATHING

COLD FORMED STEEL

FRAMING AS PER STRUCTURAL

0 2' 4' 3/4"=1'-0"

SHEET NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

30 X 42

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A-352.1

EXTERIOR WALL TYPE 4 SECTIONS

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

07/19/2024

05/19/24Author

Checker

INTERSTATE 95 & US / CANADA BORDER

HOULTON / ME

LMEBIL01

FRED AMEY

ME0661BH

MAIN PORT BUILDING

2325_Houlton ME LPOE_BORDER PATROL-A

U.S. General Services Administration Interstate 95 & US / Canada Border, Houlton, ME

47PB0023F0129

3/4" = 1'-0"

TYP. WALL TYPE 4 - FASCIA & WINDOW WITH TRAFFIC LANES & BOOTH

UNDERNEATH - SELECTIVE DEMOLITION13/4" = 1'-0"

TYP. WALL TYPE 4 - FASCIA & WINDOW WITH TRAFFIC LANES & BOOTH

UNDERNEATH - DESIGN OPTION 1, TIMBER RAINSCREEN2

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Note: Existing Conditions based on survey performed by Haley Ward in November, 2023 and additional drawings provided by the GSA as part of the contract.

Conditions found in field may vary. Contractor shall notify the architect of any significant discrepancies.

3/4" = 1'-0"

TYP. WALL TYPE 4 - FASCIA & WINDOW WITH TRAFFIC LANES & BOOTH

UNDERNEATH - DESIGN OPTION 2, TERRACOTTA RAINSCREEN33/4" = 1'-0"

TYP. WALL TYPE 4 - FASCIA & WINDOW WITH TRAFFIC LANES & BOOTH

UNDERNEATH - DESIGN OPTION 3, TERRACOTTA RAINSCREEN W/

INCREASED INSULATION4

Mark Date Description

MARVEL ARCHITECTS

1547PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

Building Envelope: MPB

EXISTING (AXON, PLAN OR ELEVATION - NOT CUT)

EXISTING (PLAN OR SECTION - CUT)

NEW CONSTRUCTION GRAPHIC LEGEND

1. DEMOLITION MAY REVEAL UNEXPECTED OR DIFFERING

CONDITIONS FROM THOSE SHOWN IN THESE

DOCUMENTS.

2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN

WRITING OF ANY CONDITIONS DIFFEREING FROM THOSE

INDICATED IN THE PLANS, AND WAIT FOR WRITTEN

INSTRUCTIONS BEFORE PROCEEDING.

3. DRAWINGS SHOW BUILDING ENVELOPE DESIGN OPTION 1.

PLEASE SEE PROJECT NARRATIVE FOR ALTERNATE

DESIGN OPTION DESCRIPTIONS.

GENERAL ELEVATION SHEET NOTES

• ROOF ASSEMBLY: (ALL OPTIONS)

80 mil reinforced PVC roof membrane fully adhered to coverboard.

½ inch glass fiber faced gypsum cover board.

¼ inch per foot tapered polyisocyanurate board insulation with four-way tapered.

Base layer of polyisocyanurate board insulation.

Thickness: Minimum 8”.

Required Thermal Performance per IECC 2015: R-35.7 Proposed Thermal Performance: Minimum R-45.6

Fully adhered rubberized asphalt vapor barrier membrane.

• EXTERIOR WALL ASSEMBLY L1: CONVENTIONAL

ARCHITECTURAL PRECAST PANEL

A. 6" PRECAST CONCRETE PANEL (10' wide max.)

B. 3 1/2" MINERAL WOOL INSULATION

C. 1" AIR

D. 5/8" SHEATHING

• EXTERIOR WALL ASSEMBLY L2: UHPC RAINSCREEN PANEL

A. 5/8” (UHPC PANEL)

B. 1” (Air) C. 4” (Mineral Wool Insulation) D. 5/8” (Exterior Sheathing) E. 6” (Studs)

• EXTERIOR WALL ASSEMBLY L3: CONVENTIONAL

ARCHITECTURAL PRECAST PANEL W/ INCREASED

INSULATION

A. 6" PRECAST CONCRETE PANEL (10' wide max.)

B. 5" MINERAL WOOL INSULATION

C. 1" AIR

D. 5/8" SHEATHING

BUILDING ENVELOPE NOTES

T.O. ROOF

18' - 8"

T.O. NEW SLAB

0' - 0"

T.O. EXIST. SLAB

4' - 0"

T.O. BOND BM.

18' - 0"

BOTTOM OF

FOOTING

-5' - 0"

EXISTING 8" CMU

SPLIT-RIB BLOCK TO

REMAIN

EXISTING 2" RIGID

INSULATION

EXISTING 3" THICK

RIGID INSULATION

TO REMAIN

EXISTING FIBROUS ASPHALT

DAMPPROOFING

EXISTING SUSPENDED CEILING

EXISTING METAL DECK AND CONCRETE

TOPPING TO REMAIN

6" PRECAST PANEL

5" MINERAL WOOL INSULATION

PRECAST PANEL ANCHOR TO ROOF

DIAPHRAM, AS PER STRUCTURAL

1" AIR GAP AND CLIPS

NEW ROOF ASSMBLY OVER

EXISTING METAL ROOF DECK

AND CONCRETE TOPPING

RELEIVING ANGLE CONNECTION TO

EXISTING FOUNDATION WALL WHERE

OCCURS, AS PER STRUCT

EXISTING GRADE OR SIDEWALK,

WHERE OCCURS

RIGID INSULATION

T.O. ROOF

18' - 8"

T.O. NEW SLAB

0' - 0"

T.O. EXIST. SLAB

4' - 0"

T.O. BOND BM.

18' - 0"

BOTTOM OF

FOOTING

-5' - 0"

EXISTING 8" CMU

SPLIT-RIB BLOCK TO

REMAIN

EXISTING 2" RIGID

INSULATION

EXISTING 3" THICK

RIGID INSULATION

TO REMAIN

EXISTING FIBROUS ASPHALT

DAMPPROOFING

EXISTING SUSPENDED CEILING

EXISTING METAL DECK AND CONCRETE

TOPPING TO REMAIN

5/8" UHPC PANEL

5" MINERAL WOOL INSULATION

PRECAST PANEL ANCHOR TO ROOF

DIAPHRAM, AS PER STRUCTURAL

1" MIN AIR GAP AND CLIPS

NEW ROOF ASSMBLY OVER

EXISTING METAL ROOF DECK

AND CONCRETE TOPPING

RELEIVING ANGLE CONNECTION TO

EXISTING FOUNDATION WALL WHERE

OCCURS, AS PER STRUCT

EXISTING GRADE OR SIDEWALK,

WHERE OCCURS

RIGID INSULATION

0 2' 4' 3/4"=1'-0"

SHEET NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

30 X 42

SH

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A-353.2

BID OPTION 2 - WALL SECTIONS - TYP. WALL TYPE 3,

DESIGN OPT.S 2 & 3

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

07/19/2024

02/28/20Author

Checker

INTERSTATE 95 & US / CANADA BORDER

HOULTON / ME

LMEBIL01

FRED AMEY

ME0662BH

2325_HOULTON ME LPOE_FDA-GSA-AFIS-A

U.S. General Services Administration Interstate 95 & US / Canada Border, Houlton, ME

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

3/4" = 1'-0"

TYP. WALL TYPE 3 - 8"CMU EXTERIOR OVER 4"CMU INTERIOR - DESIGN

OPTION 3, ARCHITECTURAL PRECAST W/ INCREASED INSULATION2 3/4" = 1'-0"

TYP. WALL TYPE 3 - 8"CMU EXTERIOR OVER 4"CMU INTERIOR - DESIGN

OPTION 2, UHPC RAINSCREEN1

Mark Date Description

1647PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

Building Envelope: FDA/GSA/APHIS & CIB

IRA-LEC Compatable Life Span O&M Requirements Potential Manufacturer Pros Cons P-100 Baseline for Walls:

Replacement: 50 years Rehabilitation: 25 years

BPDL (USA + Canada) IRA-LEC Compatable More Complex Coordination with Existing Conditions (Can't be Field Cut)

SWBV Bénton (Canada) Durable & Low Maintenance Limits Window Sizes

Durable & Low Maintenance Less Complex Coordination with

Existing Conditions (Can be Field Cut)

Low Maintenance Not IRA-LEC Compatible Less Complex Coordination with

Existing Conditions (Can be Field Cut)

Will Weather ("gray") Naturally

Durable & Low Maintenance Less Complex Coordination with

Existing Conditions (Can be Field Cut)

Not IRA-LEC Compatible

Not IRA-LEC Compatible

No 30-50 years No or Minimal, if allowed to weather naturally

Taktl

Timber RainScreen

UHPC RainScreen

Terracotta RainScreen No 75-100 years No or Minimal Boston Valley Terracotta

Locally Sourced or Delta Millworks

50-100 yearsYesArchitectural Pre-Cast Panel joint rehabilitation: 20-25 years

No 50-75 years No or Minimal

1747PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

DESIGN Alternates - Building Envelope Wall Assemblies

(8300 CFM)

AHU

46x20 SA

20x10 OA x2

0S A

20x10 OAOA UP

(2) Propane / Electrical Backup

Boilers

(750 MBH)

4 FCUs (1 ton)

(2)HW pumps

(70 GPM)

(2) CHW Pumps

(144 GPM)

(2)HW pumps

(70 GPM)

2 FCUs (2.9 tons)

2 FCUs (2.9 tons)

2 FCUs (2.9 tons)

0 1000' 2000' 1"=1000'-0"

True North

Plan North

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

SH

EE

T I

DE

NT

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DISCIPLINE

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M

M-101

HVAC - ASHP BASE BID OPTION - GROUND FLOOR PLAN

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

Issue Date

05/24/24Author

Checker

LMEBIL01

1 3

Owner Enter address here

ME0661BH

FRED AMEY

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

1/16" = 1'-0"

HVAC - ASHP BASE BID OPTION - GROUND FLOOR PLAN1

Mark Date Description

COOLING & PRIMARY HEATING

Cooling and heating will be provided by one (1) 91-ton, 4-pipe simultaneous air-source heat pump with three (3) modules located on the roof. The 4-pipe configuration will provide simultaneous hot water and chilled water for the Main Port building and Vehicle Inspection Bay. The heat pump will be provided with a louvered enclosure to mitigate snow accumulation and provide maintenance access during winter months.

Chilled water will be pumped via two (1 operating, 1 standby) variable speed chilled water pumps, each sized for 144 GPM and will distribute chilled water to the building. The speed of the chilled water pumps will be controlled based on the pressure differential between the chilled water supply and return piping. Heating hot water will be pumped via two (1 operating, 1 standby) variable speed hot water heating pumps, each sized for 70 GPM and will distribute heating hot water to the building to serve the DOAS, central station AHUs and perimeter fin tube radiators. The speed of the heating hot water pumps will be controlled based on the pressure differential between the heating hot water supply and return piping. Air source heat pump technology for heating currently has limitations to the heating capacity for ambient temperatures below 0 degrees F so backup heating sources will also be provided for this option.

BACKUP HEATING When ambient temperatures drop below 0 degrees F, the backup hot water heating system will be enabled. Two options are currently being evaluated for the backup heating hot water system, electric and propane. These proposed boilers and pumps will be located in the Main Port Mechanical Room on the Ground Floor.

1847PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

DESIGN ALTERNATES: ASHP

x2

0S A

60x20 SA x2

0S A

FCU (0.5 ton)

DOAS unit (2000 CFM)

20x10 OA duct DN

FCU (1 ton)

FCU (0.5 ton)

AHU

(13400 CFM)

0 1000' 2000' 1"=1000'-0"

True North

Plan North

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

SH

EE

T I

DE

NT

IFI

CA

TIO

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M-102

HVAC - ASHP BASE BID OPTION - SECOND FLOOR PLAN

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

Issue Date

05/24/24Author

Checker

LMEBIL01

2 3

Owner Enter address here

ME0661BH

FRED AMEY

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

1/16" = 1'-0"

HVAC - ASHP BASE BID OPTION - SECOND FLOOR PLAN1

Mark Date Description

1947PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

DN

A-355

A-354

______________2 A-355

A-352.1

A-354

A-301

A-300

A-301

A-300

A-301 1 A-301

A-302

A-300 1 A-300

A-302

A-300

A-301

A-350.1

A-350.1

______________2 A-350.2

A-350.2

A-351.1

______________3 A-351.2

______________1 A-351.2

A-352.1

LOUVERED HVAC UQUIPMENT SCREEN

ASHP PER MEP DESIGN OPTION 1

A-352.1

______________4 A-352.1

EXISTING (AXON, PLAN OR ELEVATION - NOT CUT)

EXISTING (PLAN OR SECTION - CUT)

NEW CONSTRUCTION GRAPHIC LEGEND

1. DEMOLITION MAY REVEAL UNEXPECTED OR DIFFERING

CONDITIONS FROM THOSE SHOWN IN THESE

DOCUMENTS.

2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN

WRITING OF ANY CONDITIONS DIFFEREING FROM THOSE

INDICATED IN THE PLANS, AND WAIT FOR WRITTEN

INSTRUCTIONS BEFORE PROCEEDING.

3. DRAWINGS SHOW BUILDING ENVELOPE DESIGN OPTION 1.

PLEASE SEE PROJECT NARRATIVE FOR ALTERNATE

DESIGN OPTION DESCRIPTIONS.

GENERAL PLAN SHEET NOTES

0 16' 32' 1/16"=1'-0"

True North

Plan North

SHEET NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

30 X 42

SH

EE

T I

DE

NT

IFI

CA

TIO

N

DISCIPLINE

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A-103

ROOF PLAN

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

07/19/2024

06/13/24Author

Checker

INTERSTATE 95 & US / CANADA BORDER

HOULTON / ME

LMEBIL01

FRED AMEY

ME0661BH

MAIN PORT BUILDING

2325_Houlton ME LPOE_BORDER PATROL-A

U.S. General Services Administration Interstate 95 & US / Canada Border, Houlton, ME

47PB0023F0129

1/16" = 1'-0"

BASE BID - GENERAL ROOF PLAN1

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

ROOFTOP EQUIPMENT SHOWN AS PER HVAC DESIGN OPTION 1,

FOR OTHER DESIGN OPTIONS PLEASE REFER TO THE MEP DESIGN

NARRATIVE AND DRAWINGS.

Mark Date Description

MARVEL ARCHITECTS

July 19, 2024 Issued for Concept Development

OUTSIDE AIR INTAKE

2047PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

4 indoor VRF units (1 ton)

(2)HW pumps

(70 GPM)

2 indoor VRF units (2.9 tons)

2 indoor VRF units (2.9 tons)

2 indoor VRF units (2.9 tons)

14 indoor VRF units (2.9 tons)

(2) Propane / Electrical Backup

Boilers(0 CFM)(750 MBH)

20x10 OAOA UP

20x10 OA 20x10 OA

20x10 OA

0 1000' 2000' 1"=1000'-0"

True North

Plan North

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

SH

EE

T I

DE

NT

IFI

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TIO

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M-201

HVAC - VRF BASE BID OPTION - GROUND FLOOR PLAN

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

Issue Date

05/24/24Author

Checker

LMEBIL01

1 3

Owner Enter address here

ME0661BH

FRED AMEY

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

1/16" = 1'-0"

HVAC - VRF BASE BID OPTION - GROUND FLOOR PLAN1

Mark Date Description

COOLING & PRIMARY HEATING

Cooling and heating will be provided by a variable refrigerant flow (VRF) system which can provide simultaneous cooling and heating any time of year by transferring heat from one zone to another or rejecting it outside the building via refrigerant piping. In heating mode, the outdoor wet bulb temperature can be as low as -13 degrees F and as high as 60 degrees F. In cooling mode, the outdoor dry bulb temperature can be as low as 23 degrees F and as high as 115 degrees F. A backup heat source will be provided for when ambient temperatures drop below - 13 degrees F.

Horizontal ducted indoor VRF fan coil units will be provided local to the space that it serves.

Multiple indoor units are connected to an outdoor VRF condensing unit for heat dissipation. Two

(2) 15.3-ton outdoor VRF units are provided for the 27 (1-3 ton) indoor units and will be located on the roof. The VRF units will be provided with a louvered enclosure to mitigate snow accumulation and provide maintenance access during winter months. Two (2) 11.6-ton outdoor VRF units are provided for the (2) 4.4 ton DOAS VRF units located inside the building.

BACKUP HEATING When ambient temperatures drop below 0 degrees F, the backup hot water heating system will be enabled. Two options are currently being evaluated for the backup heating hot water system, electric and propane. These proposed boilers and pumps will be located in the Main Port Mechanical Room on the Ground Floor.

2147PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

DESIGN ALTERNATES: VRF

2 DOAS VRF units (4.4 ton, 2000 CFM)

20x10 OA duct DN

FCU (1 ton)

10 indoor VRF units

20x10 OA

20x10 OA

20x10 OA

16x8 OA

0 1000' 2000' 1"=1000'-0"

True North

Plan North

CHECKED BY

DRAWN BY

FLOOR NUMBER

SHEET TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

PROJECT NUMBER

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

24 X 36

SH

EE

T I

DE

NT

IFI

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TIO

N

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M-202

HVAC - VRF BASE BID OPTION - SECOND FLOOR PLAN

HOULTON, MAINE - LAND PORT OF ENTRY (LPOE)

CONCEPT DEVELOPMENT

Issue Date

05/24/24Author

Checker

LMEBIL01

2 3

Owner Enter address here

ME0661BH

FRED AMEY

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

1/16" = 1'-0"

HVAC - VRF BASE BID OPTION - SECOND FLOOR PLAN1

Mark Date Description

2247PB00-23-F-0129 Houlton ME LPOE • August 5, 2024

DN

A-355

A-354

______________2 A-355

A-352.1

A-354

A-301

A-300

A-301

A-300

A-301 1 A-301

A-302

A-300 1 A-300

A-302

A-300

A-301

A-350.1

A-350.1

______________2 A-350.2

A-350.2

A-351.1

______________3 A-351.2

______________1 A-351.2

A-352.1

LOUVERED HVAC UQUIPMENT SCREEN

ASHP PER MEP DESIGN OPTION 1

A-352.1

______________4 A-352.1

EXISTING (AXON, PLAN OR ELEVATION - NOT CUT)

EXISTING (PLAN OR SECTION - CUT)

NEW CONSTRUCTION GRAPHIC LEGEND

1. DEMOLITION MAY REVEAL UNEXPECTED OR DIFFERING

CONDITIONS FROM THOSE SHOWN IN THESE

DOCUMENTS.

2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN

WRITING OF ANY CONDITIONS DIFFEREING FROM THOSE

INDICATED IN THE PLANS, AND WAIT FOR WRITTEN

INSTRUCTIONS BEFORE PROCEEDING.

3. DRAWINGS SHOW BUILDING ENVELOPE DESIGN OPTION 1.

PLEASE SEE PROJECT NARRATIVE FOR ALTERNATE

DESIGN OPTION DESCRIPTIONS.

GENERAL PLAN SHEET NOTES

0 16' 32' 1/16"=1'-0"

True North

Plan North

SHEET NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION…