B08_Attachment_2_-__SPAR_321347_DWGS_250127.pdf

STATE

NATIONAL PARK SERVICE

HISTORIC ARCHITECTURE CONSERVATION ENGINEERING REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF PROJECT

PMIS/PKG. NO.

SHEET

DRAWING NO.

IR 1 HAMPDEN MASSACHUSETTS 1 9

195544

321347 ARSENAL BUILDING (No. 13)

SPRINGFIELD ARMORY NATIONAL HISTORIC SITE

SUBMISSION REHABILITATE MUSEUM BUILDING

ENTRANCE FOR ABA COMPLIANCE

REHABILITATE MUSEUM BUILDING ENTRANCE FOR ABA

COMPLIANCE

ARSENAL MUSEUM BUILDING 13

SPRINGFIELD ARMORY NATIONAL HISTORIC SITE

SPRINGFIELD, MASSACHUSETTS

PMIS No. 321347

LIST OF DRAWINGS

1 CS1 COVER SHEET

2 C1.1 GRADING + SITE INFO + NOTES

3 A1.0 SITE PLAN + INFO

4 A1.1 EXISTING CONDITIONS

5 A1.2 GENERAL NOTES, SYMBOLS, ABBREVIATIONS

6 A1.3 RAMP PLANS + ELEVATIONS

7 A1.4 RAMP SECTIONS + DETAILS

8 A1.5 ENTRANCE DOORS

9 E1.1 ENTRANCE DOORS ELECTRICAL PART PLANS - FIRST FLOOR

VICINITY MAP - SPRINGFIELD, MASSACHUSETTS

ARSENAL - BUILDING 13

SPRINGFIELD ARMORY NHS

ONE ARMORY SQUARE

SPRINGFIELD, MA 01105

TEMPORARY RAMP TO BE REMOVED

MAINTAIN AND PROTECT

GAS LINES

MAINTAIN AND PROTECT SEWER CLEANOUT

INSTALL CATCH BASIN PROTECTION

MAINTAIN AND PROTECT POST

INDICATOR VALVE

RETAIN WINDOW WELL, TYP.

GENERAL NOTES:

1. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC

REPRESENTATIONS AND ARE NOT NECESSARILY SHOWN ON THE

DRAWINGS TO SCALE OR TO THEIR ACTUAL DIMENSION OR LOCATION.

COORDINATE DETAIL SHEET DIMENSIONS, MANUFACTURERS'

LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF

SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.

2. DO NOT RELY SOLELY ON THE PROJECT DOCUMENTS. FIELD VERIFY

LOCATION OF PROJECT FEATURES.

3. PERFORM NECESSARY CONSTRUCTION NOTIFICATIONS, APPLY FOR

AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS

ASSOCIATED WITH THE WORK AS REQUIRED BY THE CONTRACT

DOCUMENTS.

4. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDINGS AND

ADJACENT SITE ELEMENTS INCLUDING SIDEWALKS, RAMPS, BUILDING

ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR

PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.

5. LOCATION OF UTILITIES SHOWN HEREON ARE THE RESULT OF

SURFACE EVIDENCE AS LOCATED BY FIELD SURVEY, PLANS OF

RECORD, INFORMATION FURNISHED BY THE RESPECTIVE UTILITY

COMPANIES, AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT

NECESSARILY DEPICT THE EXACT LOCATION OF ALL UTILITIES WHICH

MAY EXIST AT THIS TIME WITHIN THE PREMISES SURVEYED.

LOCATIONS SHOULD BE VERIFIED BY THE RESPECTIVE UTILITY

COMPANY BEFORE BEING RELIED UPON. ALL FIELD CHANGES MUST BE

APPROVED BY THE ENGINEER.*

6. LOCATION AND INVERTS OF EXISTING UTILITIES SHALL BE VERIFIED

WITH THE ENGINEER PRIOR TO CONSTRUCTION. ALL FIELD CHANGES

MUST BE APPROVED BY THE ENGINEER.*

7. THE GOVERNMENT MAKES NO GUARANTEES THAT THE UNDERGROUND

UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, NOR

THAT THEY ARE SHOWN ON DRAWINGS IN THEIR EXACT LOCATIONS.

BEFORE CONSTRUCTION, THE CONTRACTOR SHALL CALL DIG SAFE

SYSTEMS FOR CLEARANCE.

EARTHWORK:

1. CALL DIG-SAFE 811 OR 1-888-DIG-SAFE A MINIMUM OF 72 HOURS PRIOR TO

CONSTRUCTION.

2. STOP WORK IN VICINITY OF SUSPECTED CONTAMINATED SOIL,

GROUNDWATER OR OTHER MEDIA. IMMEDIATELY NOTIFY THE

GOVERNMENT/COR SO THAT APPROPRIATE TESTING AND SUBSEQUENT

ACTION CAN BE TAKEN. RESUME WORK IN THE IMMEDIATE VICINITY ONLY

UPON DIRECTION BY THE GOVERNMENT.

3. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, PERFORM EARTHWORK

OPERATIONS TO SUBGRADE ELEVATIONS. SEE DRAWINGS BY OTHERS

FOR WORK ABOVE SUBGRADE.

4. CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING,

WALKS, AND IMPROVEMENTS OUTSIDE THE AREAS TO BE AFFECTED BY

THE CONSTRUCTION OF THIS PROJECT.

5. REFER TO EROSION AND SEDIMENTATION CONTROL DETAILS FOR

EROSION AND SEDIMENTATION CONTROL NOTES.

6. CATCH BASINS WITHIN THE WORK AREA OR DOWN STREAM OF DRAINAGE

FLOW SHALL BE PROTECTED WITH CATCH BASIN SILT SACKS. SEE DETAIL

IMAGE BELOW.

7. WATER AND CALCIUM CHLORIDE MUST BE AVAILABLE AT ALL TIMES FOR

DUST CONTROL.

8. ALL PROJECT WORK MUST REMAIN WITHIN THE LIMIT OF WORK SHOWN

ON THE PLAN.

REGULATORY REQUIREMENTS:

1. FIELD INSPECTOR SHALL BE NOTIFIED 48 HOURS PRIOR TO

CONSTRUCTION.

2. APPROVED PLANS TO BE ON SITE AT ALL TIMES.

3. THE CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY AND JOB

SAFETY. PERFORM CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH

OSHA STANDARDS AND LOCAL REQUIREMENTS.

4. DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCES, AND

STATUTES.

ARCHAEOLOGICAL MONITORING:

1. ARCHAEOLOGICAL MONITORING IS REQUIRED FOR ALL AREAS THAT

WILL BE DISTURBED BY PROJECT-RELATED ACTIVITIES, INCLUDING

TRENCHING BENEATH EXISTING PAVEMENT. MONITORING SHALL

CONSIST OF DIRECT OBSERVATION OF EXCAVATION, FROM A SAFE

DISTANCE, BY AN ARCHAEOLOGIST MEETING THE SECRETARY OF THE

INTERIOR'S PROFESSIONAL STANDARDS. IN THE EVENT THAT

POTENTIALLY SIGNIFICANT OR SIGNIFICANT ARCHAEOLOGICAL

FEATURES OR DEPOSITS ARE DISCOVERED DURING MONITORING,

CONSTRUCTION ACTIVITY SHALL BE REDIRECTED AWAY FROM THE

AREA UNTIL THE FIND CAN BE DOCUMENTED.

DEMOLITION:

1. THE DEMOLITION PLAN IS PROVIDED FOR INFORMATION ONLY AND MAY

NOT INDICATE ALL ITEMS REQUIRED TO BE DEMOLISHED. PERFORM A

PRE-BID SITE INSPECTION. COORDINATE DEMOLITION OF UNIDENTIFIED

UTILITIES OR STRUCTURES WITH THE GOVERNMENT. DEMOLISH

STRUCTURES, SITE IMPROVEMENTS, UTILITIES, ETC. AS REQUIRED TO

CONSTRUCT PROPOSED FACILITY AND UTILITY SERVICES.

WORK RESTRICTIONS:

1. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, FIRE HYDRANTS,

AND UTILITIES WITHOUT APPROPRIATE PERMITS.

2. WORK IS RESTRICTED TO THE HOURS OF 7AM TO 5PM ON MONDAY

THROUGH FRIDAY.

CONSTRUCTION LAYOUT:

1. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, FIELD

VERIFY PROPOSED UTILITY ROUTES AND IDENTIFY ANY INTERFERENCES

OR OBSTRUCTIONS WITH EXISTING UTILITIES OR PUBLIC

RIGHTS-OF-WAY.

2. IMMEDIATELY INFORM THE GOVERNMENT IN WRITING IF EXISTING

UTILITY CONDITIONS CONFLICT OR DIFFER FROM THAT INDICATED AND IF

THE WORK CANNOT BE COMPLETED AS INDICATED.

3. DIMENSIONS ARE FROM FACE OF CURB, FACE OF BUILDING, FACE OF

WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS NOTED

OTHERWISE.

SITE RESTORATION:

1. REPAIR DAMAGES RESULTING FROM CONSTRUCTION LOADS, AT NO

ADDITIONAL COST TO THE GOVERNMENT.

2. RESTORE AREAS DISTURBED BY CONSTRUCTION OPERATIONS OUTSIDE

OF THE WORK AREA TO THEIR ORIGINAL CONDITION OR BETTER, AT NO

ADDITIONAL COST TO THE GOVERNMENT.

NOTES:

1. ALL CATCH BASINS WITHIN THE WORK AREA OR DOWN STREAM OF

DRAINAGE FLOW WILL BE PROTECTED WITH CATCH BASIN SILT SACKS.

2. ALL PROJECT WORK MUST REMAIN WITHIN THE LIMIT OF WORK SHOWN

ON THE PLAN.

MAP REFERENCE:

1. EXISTING CONDITIONS DEPICTED ON THIS PLAN ARE BASED ON:

1.A. PLAN ENTITLED: PLAN OF LAND IN SPRINGFIELD, MA, PREPARED

FOR FUSS & O'NEILL, INC. EXISTING CONDITIONS. DATED

07-31-2014, SHEETS 1 THROUGH 3, PREPARED BY NORTHEAST

SURVEY CONSULTANTS, 116 PLEASANT ST., SUITE 302, PO BOX

109, EASTHAMPTON, MA 01027, PROJECT NUMBER: 13-150.1,

DRAWING NAME: 13-150.1.DWG.

1.B. LIDAR CONTOURS COMPLETED BY WOOLPERT IN OCTOBER 2012,

FOR SCIENCE APPLICATIONS INTERNATIONAL CORPORATION. GIS

FILES PROVIDED TO FUSS & O'NEILL. FILES CONVERTED USING

ARCGIS AND INPUTTED INTO AUTOCAD.

2. HORIZONTAL DATUM IS MCS NAD83, VERTICAL DATUM IS NGVD88 AND

BOTH ARE BASED ON A DUAL FREQUENCY GPS SURVEY.

3. VERTICAL BENCHMARK:

SPIKE IN ROOT

OF 18" MAPLE

EL=146.19'

N 2865323.816 E 362680.491

SPIKE IN ROOT

EL=188.88'

N 2865708.473 E 362891.518

SPIKE IN ROOT

EL=196.48'

N 2866124.697 E 362779.035

SPIKE IN 20"

MAPLE

EL=192.44'

N 2865948.636 E 362476.923

HYDRANT SPINDLE

EL=130.81'

N 2866267.093 E 361615.264

HYDRANT SPINDLE

EL=144.94'

N 2865992.487 E 361877.663

CHISELED SQUARE

IN CORNER OF

CONC. PAD

EL=194.91'

N 2866287.694 E 362519.711

4. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS

AND ELEVATIONS WERE OBTAINED FROM SEABOARD DRILLING.

REHAB. MUSEUM ENTRANCE

GRADING +SITE INFO + NOTES

C1.1

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

CADD:

SPRINGFIELD ARMORY NATIONAL HISTORIC SITE

DRAWING NO.

PMIS No.

SHEET

321347

02/08/2025

HACE

HACE

HACE REHABILITATE MUSEUM BUILDING

ENTRANCE FOR ABA COMPLIANCE

195544

ARCHITECTURAL SITE PLAN

SCALE

AC1.1 A

SCALE

SCALE OF FEET

A

CATCH BASIN SILK SACK

RAISED

CROSSWALK

MAIN

ENTRANCE

ARSENAL - BUILDING 13

ARMORY SQUARE

GRAVEL WALKWAY

EXISTING

ACCESSIBLE

PARKING SPACES

NEW

ACCESSIBLE

RAMP

ACCESSIBLE

ROUTE

STAIR

ENTRY

TOWER

GENERAL NOTES - REHABILITATE, REPAIR ACCESS PMIS # 321347:

1. PLANS AND ELEVATIONS in this set incorporate reproductions of measured drawings prepared from a variety of sources. Certain portions of the drawings have been updated to reflect existing conditions. Dimensions and scales are approximate; the Contractor is responsible for field verifying all dimensions and conditions.

2. DRAWINGS are prepared and coordinated with the technical specifications; both components comprise the Project Manual and govern work of this project. Where there might be discrepancies, the specifications take precedence over the drawings.

3. EXISTING CONDITIONS are noted to provide a guide to typical conditions. The Contractor shall verify all existing conditions prior to beginning work and bring any discrepancies to the Government's attention. Dimensions are for reference only; the Contractor is responsible for field verification of all dimensions and conditions on site prior to proceeding with work, preparing shop drawings, or ordering materials. The entire site, including open space, access paths, and buildings, is a NATIONAL HISTORIC LANDMARK, and the Contractor shall follow the protections directions outlined in the Division 1 General Conditions section of the Project Manual.

4. PROTECTION of existing materials to remain is the Contractor's responsibility. The building is a NATIONAL HISTORIC LANDMARK and Springfield Armory is a NATIONAL HISTORIC SITE and existing materials are significant historic features that must be retained and protected during the course of the work, including structures and landscape. Refer to the Project Manual for additional information regarding protection of building and site features.

SITE PLAN + NOTES

A1.0

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

CADD:

SPRINGFIELD ARMORY NATIONAL HISTORIC SITE

DRAWING NO.

PMIS No.

SHEET

321347

02/08/2025

HACE

HACE

HACE REHABILITATE MUSEUM BUILDING

ENTRANCE FOR ABA COMPLIANCE

195544

ARCHITECTURAL SITE PLAN

SCALE

A1.0 A

SCALE

SCALE OF FEET

A

A1.0

NE ELEVATION EXISTING CONDITION

NTS

A1.0

RENDERING OF NEW ACCESSIBLE RAMP

NTS

A1.0

A1.0

REHAB. MUSEUM ENTRANCE

GENERAL PROJECT SCOPE NOTES - REHABILITATE, REPAIR ACCESS PMIS # 321347:

A. REMOVE TEMPORARY ACCESSIBLE RAMP.

B. CONSTRUCT NEW CONCRETE ACCESSIBLE RAMP: New ramp to meet Architectural Barriers

Act (ABA) and 2024 International Building Code accessibility standards.

C. RESTORE EXISTING CONCRETE DOCK: PATCH CRACKS AND RESTORE SPALLED,

DAMAGED AREAS. Restore areas of concrete dock outside the area where new ramp is to be constructed.

D. RESTORE EXISTING CONCRETE STAIRS: PATCH CRACKS AND RESTORE SPALLED,

DAMAGED AREAS.

E. REPLACE HANDRAILS: Replace handrails with new to match existing and extend at stairs to meet ABA and IBC accessibility code standards.

F. REPLACE EXTERIOR DOORS: Replace existing doors with new automatic sliding doors that meet ABA, IBC, and NFPA Life Safety standards.

G. ADD AUTOMATIC DOOR OPENER TO INTERIOR DOOR: Add automatic door opener to interior door to meet ABA and IBC standards.

H. NEW DOORS, AUTOMATIC OPENERS, AND SIGNAGE and their installation shall comply with International Building Code 2024 and Architectural Barriers Act Accessibility Standards (ABAAS) -notably the following sections:

Chapter 3, Section 309 Operable Parts; Chapter 4, Section 404 Doors, Doorways, Gates; and Chapter 7, Section 703 Signs.

I. PROTECTION OF EXISTING MATERIALS TO REMAIN IS THE CONTRACTOR'S

RESPONSIBILITY: The building is a National Historic Landmark and part of a National Historic Site and existing materials are significant historic features that must be retained and protected during the course of the work, including structures and landscape. Refer to the project manual for additional information regarding protection of building and site features.

EXISTING CONDITIONS

A1.1

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

CADD:

SPRINGFIELD ARMORY NATIONAL HISTORIC SITE

DRAWING NO.

PMIS No.

SHEET

321347

02/08/2025

HACE

HACE

HACE REHABILITATE MUSEUM BUILDING

ENTRANCE FOR ABA COMPLIANCE

195544

EXISTING TEMPORARY RAMP

NTS

A1.1

EXISTING TEMPORARY RAMP

NTS

A1.1

EXISTING DOCK AT ENTRANCE

NTS

A1.1

EXISTING DOCK

NTS

A1.1

ENTRANCE DOORS

NTS

A1.1

EXISTING TEMPORARY RAMP

NTS

A1.1

EXISTING DOCK

NTS

A1.1

EXISTING DOCK STAIRS

NTS

A1.0

EXISTING STAIRS

NTS

A1.1

DETAIL OF TOP OF DOCK

NTS

A1.1

BA BAC

D

E

E

BA

D E

F

INTERIOR DOORS TO MUSEUM

NTS

A1.1

G

A1.2

321347

GENERAL NOTES, SYMBOLS +

ABBREVIATIONS

A1.3 321347

PLANS + ELEVATIONS

A1.4 321347

SECTIONS + DETAILS

STAIR TOWER

ENTRY

6'-11"

6' -7

DOOR 2: ADD

AUTOMATIC

OPENER TO

EXISTING

RIGHT-SIDE

DOOR

DOOR 1: REPLACE

SLIDING DOORS WITH

NEW POWER-ASSISTED

SLIDING DOORS

REQUIRED

18"x18" CLEAR

FLOOR SPACE IN

FRONT OF WALL

WHERE PUSH

CONTROLLER TO

BE INSTALLED

3'-9"

6' -8

7'-1 1/4"

A

B

EDC

F

G

7' -8

/2

7' -2

/2

6'-1"

6'-11"

R

EA

C H

R

AN

G E:

" M

IN

-4

8" M

AX

H

I

TREATMENT KEY FOR DOOR 1 AND DOOR 2:

A. Replace existing sliding automatic entrance with new single-slide, full-breakout sliding automatic entrance.

B. Prepare substrate to receive new extruded aluminum threshold. Install and bed threshold in non-shrink grout as required, ensuring level orientation and correct elevation to allow for proper door operation and compliance with ABA and ICC standards.

C. Provide and install extruded aluminum receptor channel (finish to match door assembly) if required to conceal gaps in soffit and/or bridge gaps and irregularities between door/transom assembly frame and masonry.

D. Using concealed metal framing (studs channels and/or struts) and corrosion- resistant fasteners, secure new entrance assemblies to existing structural steel and/or masonry, typ.

E. Provide continuous backer rod and flexible sealant (in approved color) at entrance assembly perimeter (head and jambs), typ.

F. Connect and install wired door and window contact sensors, typ.

G. Provide manual hookbolt assembly incorporating integral key lock with interchangeable cylinder.

H. Add automatic door opener for existing museum entrance door farther from the main entrance doors.

I. Add push button controller: to be installed outside the arc of the door swing, within the reach range ABA standards.

J. Apply skim coat to patch deteriorated areas of the floor surface inside entrance.

0'-4 1/2"

DOOR

HEADER

MOTION

SENSOR

AUTOMATIC

SLIDING

DOOR

NEW THRESHOLD:

MAX. HEIGHT OF

2" W/ BEVELED

EDGE 1:2 SLOPE

MAX. ABOVE 14"

MAX.

FINISH

FLOOR

BREAKOUT

SIDE

(EXTERIOR)

COVER

SIDE

1 4"

0' -1

/4

TR

AN

SO

M

PIVOT POINT

FINISHED FLOOR MUST NOT BE AN

INCREASE IN ELEVATION THROUGH

BREAKOUT DOORS PATH

CLEAR DOOR OPENING

32" MIN.

1 2"

1 34" 1 4"

BREAKOUT SIDE

(EXTERIOR)

VIEW FROM BREAKOUT SIDE

FIXED SIDELITE

INTERIOR

EXTERIOR

R.H. SLIDEL.H. SLIDE

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

CADD:

SPRINGFIELD ARMORY NATIONAL HISTORIC SITE

DRAWING NO.

PMIS No.

SHEET

321347

02/08/2025

HACE

HACE

HACE REHABILITATE MUSEUM BUILDING

ENTRANCE FOR ABA COMPLIANCE

195544

A1.5

A1.5

REHAB. MUSEUM ENTRANCE

ENTRANCE DOORS

A1.5

PLAN OF ENTRY TOWER1

A1.5

DOOR 1: FRONT ENTRANCE DOORS2

A1.5

DOOR 2: MUSEUM ENTRY DOORS6

A1.5J

MUSEUM DOORS (DOOR 2) FROM INSIDE MUSEUM

NTS

A1.5

INTERIOR VIEW OF MAIN ENTRANCE

NTS

A1.5

H

DOOR 1: DETAIL3

A1.5

A1.5

DOOR 1: DETAIL7

A1.5

A1.5

E F G H I J

PANELBOARDS 'E' & 'F':

120/208v, 3Ø, 4W, 100A MCB.

22 2 2 2

E1.1

E1.1

SEE PLAN OF

ENTRY TOWER.

2-#12 & 1-#12G - 3/4"EMT

RUN ON CEILING.

DOWN

EXISTING BRANCH

CIRCUIT TO REMAIN.

NEAREST JB OR COUPLING.

DETERMINE IN THE FIELD.

SHEET NOTES:

1. EXISTING ELECTRIC-POWER AUTOMATIC DOORS TO BE

REPLACED WITH NEW AUTOMATIC DOORS. THIS

CONTRACTOR SHALL DISCONNECT EXISTING BRANCH

CIRCUIT TO EXISTING AUTOMATIC DOOR OPERATOR AND

PULL BACK TO CLOSEST FITTING OR JB. AFTER

INSTALLATION OF NEW AUTOMATIC DOORS FEED NEW

ELECTRIC OPERATOR WITH EXISTING BRANCH CIRCUIT.

EXTEND EMT OF THE SAME SIZE AS EXISTING TO NEW

DOOR AND TRANSITION TO FLEXIBLE METAL CONDUIT FOR

FINAL 6" LENGTH. COORDINATE WITH THE DOOR

CONTRACTOR, PRIOR TO BID, AND INCLUDE ANY

NECESSARY WIRING AND CONDUIT REQUIRED FOR A

COMPLETE AND OPERATING AUTOMATIC DOOR OPENING

SYSTEM.

2. DISCONNECT EXISTING MOTION SENSOR FOR EXISTING

AUTOMATIC DOOR OPENING ASSEMBLY.

3. PROVIDE A NEW 20A, 1P ARC-FAULT BRANCH CIRCUIT

BREAKER IN EXISTING SPACE FOR NEW BRANCH CIRCUIT

TO INTERIOR AUTOMATIC DOORS. NEATLY EDIT PANEL

SCHEDULE TO INDICATE BREAKER USE.

4. NEW AUTOMATIC DOORS FURNISHED AND SET-IN-PLACE

BY OTHERS. THIS CONTRACTOR SHALL EXTEND EXISTING

BRANCH CIRCUIT WIRING TO POWER TERMINALS OF NEW

AUTOMATIC DOORS. 2-#12 & 1-#12G IN 3/4"EMT.

TRANSITION LAST 12" TO 3/4"FC 1"-2" SLACK.

5. LOCATION OF NEW DOOR ELECTRIC SERVICE: VERIFY

WITH DOOR SUBMITTALS.

6. NEW AUTOMATIC DOOR OPENERS FURNISHED AND

SET-IN-PLACE BY OTHERS. THIS CONTRACTOR TO

PROVIDE NEW BRANCH CIRCUIT TO OPENERS ELECTRIC

SERVICE.

7. NEW BRANCH CIRCUIT FROM EXISTING PANEL E & F: SEE

PART FIRST FLOOR PLAN.

8. RUN BRANCH CIRCUIT DOWN FROM CEILING TO DOOR

OPENERS ELECTRIC SERVICE. TRANSITION LAST 12" TO

3/4"FC 1"-2" SLACK.

9. NEW WIRING TO AUTOMATIC DOOR OPENER REMOTE

PUSHBUTTON IN 3/4"EMT RUN UP TO CEILING FROM

OPENERS AND DIRECTLY DOWN TO NEW PUSHBUTTON.

10. NEW AUTOMATIC DOOR OPENERS PUSHBUTTON

ACTUATOR SURFACE MOUNTED WITH CENTERLINE 5-FEET

ABOVE THE FLOOR. EXACT LOCATION, WITHIN 1'-5' FROM

DOOR, TO BE DETERMINE IN THE FIELD BY THE COR.

HC

HC

J

ER

X

EXISTING BRANCH

CIRCUIT TO REMAIN.

NEAREST JB OR COUPLING.

DETERMINE IN THE FIELD.

1. DRAWINGS ARE CONCEPTUAL AND ARE INTENDED TO SHOW GENERAL SYSTEM

CONFIGURATION AND PERFORMANCE. NOT ALL NECESSARY DEVICES AND

COMPONENTS ARE SHOWN. PROVIDE ALL DEVICES AND COMPONENTS FOR A FULLY

FUNCTIONAL SYSTEM.

2. CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND MUST BE

USED IN CONJUNCTION TO OBTAIN COMPLETE CONSTRUCTION INFORMATION.

CONTRACTOR SHALL COORDINATE ALL DRAWINGS AND SPECIFICATIONS PRIOR TO

COMMENCING WORK. QUESTIONS REGARDING DESIGN INTENT OR SYSTEM

OPERATION SHALL BE PROMPTLY BROUGHT TO ATTENTION OF THE COR.

3. THE TERM "REMOVE" MEANS DISCONNECT AND REMOVE THE DEVICE INCLUDING

OUTLET AND BRANCH CIRCUIT WIRING AND RACEWAY.

4. THE TERM “PROVIDE” MEANS FURNISH AND INSTALL, COMPLETE AND READY FOR

USE.

5. THE TERM “CONTRACT DOCUMENTS” MEANS THE SPECIFICATIONS, DRAWINGS,

ADDENDUMS, SKETCHES AND OTHER DOCUMENTATION THAT DEFINE THE WORK.

6. ANY CONFLICTS BETWEEN SPECIFICATIONS AND DRAWINGS SHALL BE PROMPTLY

BROUGHT TO COR’S ATTENTION. THE CONTRACTOR SHALL NOT PROCEED WITH ANY

WORK EXCEPT AT THEIR OWN RISK, UNTIL CLARIFICATIONS OF CONFLICTS ARE

ISSUED TO THE CONTRACTORS BY THE COR.

GENERAL NOTES:

BUILDING SYSTEMS UPGRADES

ENTRANCE FOR ABA COMPLIANCE

SPRINGFIELD ARMORY NATIONAL HISTORIC SITE

195544

321347

RT

DT

HACEC

02/08/2025

PLAN OF ENTRY TOWER - NEW WORK

SCALE 'B'

E1.2

E1.2

PART PLAN OF ENTRY TOWER - DEMO

SCALE 'B'

E1.2

PART FIRST FLOOR PLAN

SCALE A

KEY PLAN - FIRST FLOOR PLAN

NO SCALE

REHAB. MUSEUM ENTRANCE

ENTRANCE DOORS

ELECTRICAL PART PLANS - FIRST FLOOR 321347E1.1

4 0 4 8

ASCALE

SCALE OF FEET

BSCALE

2 0 2 4

C:

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\r to rp ey

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D riv e

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PR

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