PROJECT OVERVIEW BATTERY LEWIS RESTORATION PHASE … · building protection; ... 260 West 35th...

PROJECT OVERVIEW

BATTERY LEWIS RESTORATION PHASE TWO, HARTSHORNE WOODS PARK

Location: Hartshorne Woods Park (Monmouth County Park System) Middletown Township, Monmouth County, New Jersey GPS Address: 1402 Portland Road, Highlands, New Jersey 07732

Scope of Work: Phase Two restoration of a World War II 16-inch gun battery, a historic site listed on the National Register of Historic Places. Single prime contract including general conditions; scaffolding and related building protection; selective demolition; repairs to cast-in-place concrete and architectural concrete; ferrous metal restoration (gates, doors, gun barrel, miscellaneous metals); metal fabrication (painted steel gates); paint and coatings removal and new painting; electrical service and distribution; and ventilation system as shown on the attached plans and as specified. Bidders are encouraged to visit site to familiarize themselves with conditions, and the materials and labor needed to furnish Owner with a complete scope of work.

Special Requirements: Contractors must demonstrate successful prior experience with projects of similar scope and budget

within the past five years. All work must comply with The Secretary of the Interior’s Standards for the Treatment of Historic Properties.

Architect: Owner: Jan Hird Pokorny Associates, Inc. Monmouth County Park System 39 West 37th Street, Floor 12A, New York, NY 10007 805 Newman Spring Road, Lincroft, NJ 07738 Contact: Kurt Hirschberg, Project Manager Contact: Gail Hunton, Supervising Historic Preservation Specialist (212) 759-6462 (732) 842-4000 ext 4259 [email protected] [email protected]

mailto:[email protected]

mailto:[email protected]

New York, New York 10018

Architect: Jan Hird Pokorny Associates, Inc.

Monmouth County Park System

MONMOUTH COUNTY, NEW JERSEY

BATTERY LEWIS RESTORATION

CONSTRUCTION DOCUMENTS

HARTSHORNE WOODS PARK, HIGHLANDS

Date:

Prepared by:

Prepared for:

39 West 37th Street, Floor 12A

23 APRIL 2015

Lincroft, New Jersey 07738

805 Newman Springs Road

James J. Truncer, Secretary-Director

260 West 35th Street, Suite 501

Mechanical Engineer: Loring Engineers

New York, New York 10007

DRAWING LIST

GENERAL

GN-001 GENERAL NOTES

SP-101 SITE PLAN

ARCHITECTURAL

DEMOLITION PLANS

A-101 DEMOLITION PLAN (PART 1)

A-102 DEMOLITION PLAN (PART 2)

PROPOSED PLANS

A-201 PROPOSED PLAN (PART 1)

A-202 PROPOSED PLAN (PART 2)

PROPOSED ELEVATIONS

A-301 NORTH CASEMATE, NORTH ELEVATION

A-302 NORTH CASEMATE, SOUTH ELEVATION

A-303 NORTH CASEMATE, EAST/WEST ELEVATIONS

A-304 SOUTH CASEMATE, NORTH ELEVATION

A-305 SOUTH CASEMATE, SOUTH ELEVATION

A-306 SOUTH CASEMATE, EAST/WEST ELEVATIONS

A-307 CORRIDOR EAST ELEVATION (PART 1)

A-308 CORRIDOR EAST ELEVATION (PART 2),

WEST ELEVATION (PART 1)

A-309 CORRIDOR WEST ELEVATION (PART 2)

DETAILS

A-401 CONCRETE AND METAL DETAILS

A-402 NORTH CASEMATE GATES

A-403 SOUTH CASEMATE GATES

A-404 INTERIOR GATES

A-405 INTERIOR GATES AND DETAILS

A-406 DOOR DETAILS

A-407 TRACK DETAILS

A-408 TRACK DETAILS (2)

A-409 GUN DETAILS

SCHEDULES

A-501 DOOR SCHEDULE

REFLECTED CEILING PLANS

A-601 CORRIDOR REFLECTED CEILING PLAN (PART 1)

A-602 CORRIDOR REFLECTED CEILING PLAN (PART 2)

A-603 LIGHTING PLAN (PART 1)

A-604 LIGHTING PLAN (PART 2)

MECHANICAL/ELECTRICAL

ME-001 SYMBOLS/NOTES/ABREVIATIONS AND DETAILS

ME-002 ELECTRICAL SPECIFICATIONS

ME-003 MECHANICAL SPECIFICATIONS

ME-101 ELECTRICAL PLAN PART 1

ME-102 ELECTRICAL PLAN PART 2

ME-103 MECHANICAL PLAN

ME-104 MECHANICAL DETAILS

PHASE TWO

REFERENCE PLAN

GPS ADDRESS: 1402 PORTLAND ROAD, HIGHLANDS NJ 07732

BLOCK 783, LOT 9, TOWNSHIP OF MIDDLETOWN

GN-001

GENERAL

NOTES

WINDOW IDENTIFICATION

DOOR IDENTIFICATION

W-1A

WINDOW

SINGLE LEAF DOORS

EXISTING WALL (PLAN)

ELEVATION REFERENCE

ARCHITECTURAL LEGENDBUILDING DEPARTMENT NOTES

1

A-301

SECTION REFERENCE1

A-303

ARCHITECTURAL ABBREVIATIONS

5

A-811

MISCELLANEOUS DRAWING REFERENCE

BLDG. BUILDING

DN.

DEPT.DET.DIA.DIM.

DR.

DWGS.D.S.

DEPARTMENT

DOWNSPOUT

DOWN

DRAWINGS

DOOR

DETAILDIAMETERDIMENSION

C.M.U.

BTWN.

BLK'G.BOT.

CLKG.CLR.

COL.C.O.

CLG.C.J.

CONSTR.

CTR.

CONC.

CONT.

DBL.

CLEARCONCRETE MASONRY UNIT

CONSTRUCTIONCONTINUOUSCENTER

DOUBLE

CLEAN OUTCOLUMNCONCRETE

CONTROL JOINT

CAULKINGCEILING

BETWEEN

BLOCKINGBOTTOM

A/C

@

%#

ADJ.A.F.F.AGGR.ALUM.ALT.APPROX.ARCH.

BD.

ADJUSTABLEABOVE FINISH FLOORAGGREGATE

ALTERNATEAPPROXIMATELYARCHITECTURAL

BOARD

ALUMINUM

AIR CONDITIONER

CENTER LINE

POUND OR NUMBERPLUS OR MINUS

PERCENT

ATAND&

SQUARESQ.

MISCELLANEOUSMISC.

INT. INTERIOR

INFORMATIONINSULATION

INSIDE DIAMETER

HOLLOW METAL

HIGH POINTHORIZONTAL

HARDWARE

HSE. HOUSE

INFO.I.D.

INSUL.

HT. HEIGHT

HDWR.

H.P.HORIZ.H.M.

HR. HOUR

PLASTERPLYWOOD

PARTITION

PAINTED PLASTER

OPPOSITE HAND

PROGRAM

PLYWD.P.P.PR.

PTD.PROG.

PAIR

PAINTED

PLAST.

OPP.H.

PART.

FURRINGFUR.

HIGH OR HEIGHT

GYPSUM BOARDGALVANIZED

H.

GR.

H.B.

GYP.GRND.

GRADE

HOSE BIB

GYPSUMGROUND

GL.G.B.GALV.GA.

GLASS

GAUGE

FIRE PROTECTION, SELF-CLOSE

FLUORESCENT

FOOT OR FEET

FACE OF BUILDINGFACE OF CONCRETE

F.P.S.C.

FTG.FT.

F.O.B.F.O.C.

FOOTING

FL.

FLR.FLASH.

FIN.

FLUOR.

FLOOR

FLOORFLASHING

FINISH

NUMBERNO.

ON CENTER EACH WAY

OBSCURE

NOT TO SCALE

OVERALL

ON CENTER

OPPOSITE

OUTSIDE DIAMETERO.C.E.W.

OBSC.

OPNG.OPP.

O.C.

O.D.OPENING

NUM.

O.A.

NOM.N.T.S.

NOMINAL

NUMBER

METAL PANELMASONRY OPENING

NOT APPLICABLENOT IN CONTRACT

MOISTURE RESISTANT GYP. BD.

N./A.N.

N.I.C.

MTL. METAL

NORTH

M.P.M.O.

MTD.

MNTD.M.R.G.B.

MOUNTED

MOUNTED

VERTICALVERT.

WATER CLOSET

VESTIBULE

WITHOUT

VINYL COMPOSITION TILE

WITHW/W./C.

W/OWIN.WD. WOOD

WINDOW

W.

V.C.T.VEST.

WEST

TERNE COATED STAINLESS STEEL

TYPICAL

TONGUE & GROOVE

UNLESS OTHERWISE NOTEDU.O.N.

TYP.

TKT.T.O.

THK.T&G

TICKETTHICK

TOP OF

STRUCTURAL

STANDARDSTAINLESS STEEL

TELEPHONE

SYMMETRICALSUSPENDED

TEL.

T.

SYM.

T.C.S.TREAD

STL.STD.S.S.

STRUC.SUSP.

STEEL

KILN DRIED BEFORE TREATMENT

FINISH GRADEFIRE HYDRANTFLOOR DRAINFIRE ALARM

F.D.F.A.

F.G.F.H.

LOW POINTL.P.

MATERIAL

MECHANICAL

MAN HOLEMEMBRANE

MANUFACTURER

MEMB.MECH.

M.H.MIN. MINIMUM

MAT.MANUF.

LT.

MAX.

LIGHT

MAXIMUM

LAMINATE

KILN DRIED AFTER TREATMENT

LINEAR FEET

K.D.B.T.

LAM.L.F.

JT.

K.D.A.T.

JOINT

ROOMRM.ROUGH OPENING

SQUARE FEETSECTIONSCHEDULESELF-CLOSING

SPECIFICATIONSIMILAR

S.F.SHT.SIM.SPEC.

SECT.

SHEET

R.O.

S.S.C.SCHED.

SOUTH

REFLECTED CEILING PLAN

RISER

REINFORCEMENTREFERENCEROOF DRAIN

REQUIRED

REF.

REV.REQ'D.REINF.

REVISE

R.C.P.RAD.R.

R.D.

RADIUS

A.D. AREA DRAIN

ELECTRICALELEVATION OR ELEVATOREXPANSION JOINT

EMERGENCYENCLOSUREELECTRICAL PANEL

EXTERIOREXPANSIONEXPOSED

EQUIPMENT

ENCL.E.P.EQ.

EXPAN.EXT.

EXP.EXIST.EQUIP.

EQUAL

EXISTING

E.J.EA.E.

EMER.ELEC.ELEV.

EACHEAST

BAY LOCATION

GENERAL CONSTRUCTION NOTES

1. ALL HISTORIC COMPONENTS TO BE REINSTALLED ARE TO BE LABELED AS TO THEIR ORIGINAL LOCATION ANDSTORED IN A SECURE LOCATION.

2. PRIOR TO ANY REMOVALS A LEGEND DRAWING IS TO BE PREPARED IDENTIFYING THE LABELING SYSTEM,LOCATIONS OF ALL ITEMS TO BE REMOVED FOR LATER REINSTALLATION, AND LISTING OF STORAGELOCATIONS FOR THE ITEMS.

3. AN APPROPRIATE SEPARATION MUST BE PROVIDED AT THE JUNCTURE OF ALL DISSIMILAR METALS

SALVAGED MATERIALS ARE TO BE PROTECTED AND STORED PER THE DIRECTION OF THE MCPS.4.

1. HISTORIC AND ARCHITECTURAL SIGNIFICANCE: BATTERY LEWIS IS AN HISTORICALLY SIGNIFICANT STRUCTURE AND ALL WORK SHOULDCOMPLY WITH THE REQUIREMENTS OF OF THE NJ STATE HISTORIC PRESERVATION OFFICE AND FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR RESTORATION, LATEST EDITION IN ADDITION TO ANY ADDITIONAL REQUIREMENTS OF MONMOUTH COUNTYOR THE MONMOUTH COUNTY PARK SYSTEM.

2. ALL MATERIALS AND BUILDING COMPONENTS , REGARDLESS OF APPARENT CONDITION, ARE TO BE TREATED WITH THE UTMOST CARE.

3. THE CONTRACTOR TO CHECK AND VERIFY ALL CONDITIONS, DIMENSIONS AND CLEARANCES IN THE FIELD AND NOTIFY THE ARCHITECT OFANY APPARENT CONFLICTING CONDITIONS OR DISCREPANCIES PRIOR TO THE COMMENCEMENT OF WORK.

4. DIMENSIONS ON THE DRAWINGS ARE FOR DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD CHECKING ALL MEASUREMENTSBEFORE COMMENCEMENT OF WORK. CONTRACTOR IS NOT TO SCALE DRAWINGS FOR DIMENSIONS EXCEPT WHERE DRAWINGS AREINDICATED AS FULL SIZE.

5. INFORMATION IN THE CONSTRUCTION DOCUMENTS WHICH MAY APPEAR CONFLICTING, UNCLEAR, OR SUBJECT TO INTERPRETATION MUST BE REFFERRED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO THE COMMENCEMENT OF WORK.

6. NO WORK IS TO BE PERFORMED BEYOND THE PROJECT LIMIT LINES EXCEPT WHERE INDICATED OTHERWISE. NO WORK IS TO BE PERFORMED BEYOND THE PROPERTY LINES.

7. AT LEAST 24-HOUR WRITTEN NOTICE TO BE GIVEN TO THE OWNER, ARCHITECT AND THE BUILDING INSPECTOR FOR THE TOWN OF MIDDLETOWN PRIOR TO THE COMMENCEMENT OF ANY WORK.

8. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE SITE THROUGOUT THE DURATION OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO DAILY SITE CLEAN-UP.

9. CONTRACTOR TO OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND TESTS PRIOR TO THE COMMENCEMENT OF THE WORK; INCLUDING,BUT NOT LIMITED TO, BUILDING DEPARTMENT PERMITS, CONTROLLED INSPECTIONS, AND ANY NECESSARY LEAD/ASBESTOS TESTING.

10. ALL MATERIALS DESIGNATED FOR "CONTROLLED INSPECTION" TO BE INSPECTED BY A QUALIFIED ARCHITECT OR ENGINEER EMPLOYEDBY THE CONTRACTOR. SAID ARCHITECT OR ENGINEER TO FILE COPIES OF ALL REQUIRED INSPECTIONS TOGETHER WITH A SIGNED STATEMENT THAT THE MATERIAL COMPLIES WITH ALL APPLICABLE CODES AND STANDARDS.

11. CONTROLLED INSPECTIONS ARE REQUIRED FOR THE FOLLOWING ITEMS: A. STABILITY AND INTEGRITY OF STRUCTURES DURING CONSTRUCTION

12. FIRESTOPPING TO BE PROVIDED AT ALL CONCEALED SPACES WITHIN PARTITIONS, WALLS, FLOORS, PIPE SPACES, ETC. TO PREVENTPASSAGE OF FLAMES, SMOKE OR HOT GASSES FROM PASSING FROM FLOOR TO FLOOR OR ONE SPACE TO ANOTHER. FIRESTOPPINGMATERIAL TO BE "THERMAFIBER" BY USG OR ARCHITECT APPROVED EQUAL.

13. ALL BUILDING EXITS TO BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. EXIT DOORS TO BE READILY OPERABLE ATALL TIMES FROM THE EGRESS SIDE.

14. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SCAFFOLDING FOR THE DURATION OF THE WORK. THE SCAFFOLDING WILL BE FILEDUNDER SEPARATE PERMIT BY THE CONTRACTOR.

1. NORMAL WORK HOURS ARE TO BE BETWEEN 8:00AM AND 4:30PM WITH NO LOUD OR DISRUPTIVE ACTIVITY OCCURING UNTIL AFTER 9AM.2. ALL DOORS ARE TO REMAIN CLEAR AND UN-OBSTRUCTED FOR THE DURATION OF THE

PROJECT - PROVIDE ADEQUATE PROTECTION FROM ADJACENT CONSTRUCTION.3. ALL DEMOLITION ACTIVITIES ARE TO BE COORDINATED WITH THE OWNER AND

ARCHITECT AT LEAST 72 HOURS IN ADVANCE.4. NOISE CONTROL SHALL BE PROVIDED DURING THE COURSE OF CONSTRUCTION BY THE

USE OF MUFFLED MECHANICAL EQUIPMENT, AND BY THE USE OF ACOUSTICAL ISOLATIONOF NOISE PRODUCING ACTIVITIES.

5. DUST CONTROL SHALL BE PROVIDED BY TEMPORARY PARTITIONS OR VINYL CLOSURESTO ENSURE THAT DUST OR DEBRIS IS CONTAINED.

OCCUPANT SAFETY NOTES

D-1A

DOORBAY LOCATION

D-1A

W-1A

℄

+/-

OCCUPANCY CLASSIFICATION (CHAPTER 3, SECTION 302.1) GROUP B - BUSINESS

MAXIMUM BUILDING OCCUPANCY 49 PERSONS.

MAX OCCUPANCY SIGNAGE TO BE INSTALLED AT BOTH ENTRY POINTS TO MAIN CORRIDOR.

GENERAL BUILDING HEIGHTS & AREAS (TABLE 503)FIRST FLOOR 20,804 SF (PER 503.1.3) CLASS I-A CONSTRUCTION

20,804 SF<UNLIMITED SF ALLOWED COMPLIES WITH MAXIMUM FLOOR AREA

BUILDING HEIGHT: 1 STORY ACTUAL UNLIMITED STORIES ALLOWED,CLASS I-A CONSTRUCTIONCOMPLIES WITH BUILDING HEIGHT REQUIREMENT

FIRE-RESISTANCE-RATED CONSTRUCTION1 HOUR FIRE-RATED SEPARATIONS REQUIRED BETWEEN DIFFERENT OCCUPANCIES IN GROUP B

FIRE RESISTANCE RATING REQUIREMENTS (TABLE 601)STRUCTURAL FRAME 3 HRS CLASS I-A CONSTRUCTIONBEARING WALLS 3 HRS CLASS I-A CONSTRUCTIONNON-BEARING WALLS/PARTITIONS 0 HRS CLASS I-A CONSTRUCTIONFLOOR CONSTRUCTION 2 HRS CLASS I-A CONSTRUCTIONROOF CONSTRUCTION 1 1/2 HRS CLASS I-A CONSTRUCTION

COMPLIES WITH FIRE RESISTANCE RATING REQUIREMENTS

MEANS OF EGRESS (CHAPTER 10)MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (TABLE 1004.1.1):LOCATION:FIRST FLOOR: FLOOR AREA ALLOWANCE: 100 SF GROSS

TOTAL BUILDING SF: 20,804 SF 424.5 SF/OCCUPANTOCCUPIABLE BUILDING AREAS: 16,175 SF 330.1 SF/OCCUPANT

49 OCCUPANTS ACTUALCOMPLIES WITH MAX. FLOOR AREA ALLOWANCE REQUIREMENTS

MAXIMUM FLOOR AREA PER OCCUPANT (TABLE 1005.1):LOCATION: STAIRS: OTHER EGRESS COMPONENTS:FIRST FLOOR MIN REQ: 0.3IN/OCCUPANT MIN REQ: 0.2IN/OCCUPANT

ACTUAL: N/A - AT GRADE ACTUAL: 360 IN/1,800 ALLOWEDMEANS OF EGRESS:

(4) 7'-6" GATES 330 OCCUPANTS330 OCCUPANTS MAX ALLOWED 49 OCCUPANTS ACTUALCOMPLIES WITH MAX FLOOR AREA PER OCCUPANT REQUIREMENTS

MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD (TABLE 1019.1):LOCATION:FIRST FLOOR: PROPOSED OCCUPANT LOAD: 49

MIN. NUMBER OF EXITS REQUIRED FOR 1-500 OCCUPANTS: 2NUMBER OF EXITS REQUIRED PER REHAB SUB-CODE: 2NUMBER OF EXITS PROVIDED: 2COMPLIES WITH MIN. NUMBER OF EXIST REQUIREMENTS

CORRIDOR WITH REQUIREMENTS:LOCATION:FIRST FLOOR: MIN. CORRIDOR WIDTH/50 OCCUPANTS OR LESS: 36" MIN

ACTUAL CORRIDOR WIDTH: 180" ACTUALCOMPLIES WITH MIN. CORRIDOR WIDTH REQUIREMENTS

MAXIMUM TRAVEL DISTANCE (TABLE 1016.1):LOCATION:FIRST FLOOR: MAX TRAVEL DISTANCE, PER IBC-NJ: 200'-0"

TRAVEL DISTANCE TO EXTERIOR - NORTH: 273'-8"TRAVEL DISTANCE TO EXTERIOR - SOUTH: 263'-7"TRAVEL DISTANCE TO INTERIOR AREA OF REFUGE: 26'-7"INTERIOR CORRIDOR SHALL SERVE AS AN AREA OF REFUGEEXITS COMPLY WITH REQUIRED MAX. TRAVEL DISTANCES TO AREA OF REFUGE

2 EXITS ARE PROVIDED WITH A TRAVEL DISTANCE IN EXCESS OF 75'-0", PER 5:23-6.17 OF THEREHAB SUB-CODE, THE TRAVEL DISTANCE IS IN COMPLIANCE WITH THE REHAB SUB-CODE.

EXIT ROUTES ARE EQUIPPED WITH EMERGENCY LIGHTING.EXITS ARE EQUIPPED WITH EXIT SIGNAGE.

ACCESSIBILITY (CHAPTER 11)BUILDING TO BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED UNDER REQUIREMENTS OF FEDERAL AMERICANS WITHDISABILITIES ACT OF 1990 (ADA) AND NJ UCC BUILDING CODE CHAPTER 11.

Uniform Construction Code / 2006 IBC NJ Edition

CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA

GROUNDSNOWLOAD

WINDSPEED

SEISMICDESIGN

CATEGORY

WINTERDESIGNTEMP.

ICE SHEILDUNDERLAY-

MENTREQUIRED

FLOODHAZARDS

SUBJECT TO DAMAGE FROM

WEATHERING FROST LINEDEPTH TERMITE DECAY

30 PSF 110 MPH C SEVERE 42" MODERATEHEAVY

SLIGHTMODERATE 7 DEG. F YES

BUILDING CODE NOTES

Rehabilitation Subcode, NJAC Title 5:23, 2011

Drawing Title

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No. Date Description

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EGRESS PLAN (SCALE 1/32" = 1'-0")

PROJECT INTENT

IT IS THE INTENT OF THE PROJECT TO COMPLETE INTERIOR AND EXTERIOR REPAIRS AT BATTERY LEWIS TOCORRECT DEFICIENCIES AND DETERIORATION THAT HAS RESULTED IN DECAY OF THE BUILDING FABRIC - ALLWORK IS TO BE REPLICATIVE OF THE ORIGINAL USING THE SAME MATERIALS AND METHODS UNLESSINDICATED OTHERWISE.

1.

OCCUPIED EXHIBIT SPACES

NORTH EGRESS ROUTE TO EXTERIOR: 273'-8" SOUTH EGRESS ROUTE TO EXTERIOR: 263'-7"

EGRESS ROUTE TO EXTERIOR

EGRESS ROUTE TO AREA OF REFUGE

EGRESS ROUTE TO AREA OF REFUGE: 26'-7"

OCCUPIED EXHIBIT SPACES

AREA OF REFUGE (CORRIDOR)

AREA OF REFUGE

DOOR CODE

WINDOW CODE

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SITE PLAN

1/128" = 1'-0"

SP-101

SITE SURVEY

PROJECT LIMIT LINE

CONTRACTORACCESS ROUTE

CONTRACTORSTAGING AREA

PROPOSED UNDERGROUNDELECTRICAL SERVICE, APPROX.2300 LF

NORTH CASEMATE

SOUTH CASEMATE

EXISTING PUBLICPARKING LOTNO CONTRACTORPARKING INTHIS AREA

WORK LIMIT LINE PROVIDESECURITY FENCING AT EAST/WESTENTRIES TO NORTH AND SOUTHCASEMATES AND AT WESTMECHANICAL ROOM ENTRY.

LIMIT ALLCONTRACTORPARKING TOTHIS AREAONLY

NOTE:

1. PHOTO DOCUMENT, RECORD LOCATIONS, REMOVE AND

SALVAGE ALL UNUSED METAL FASTENERS, ANCHORS, AND

ALL ASSOCIATED HARDWARE BEFORE BEGINNING REPAIR

WORK.

2. REMOVE AND SALVAGE ALL EXISTING UNUSED LIGHT

FIXTURES AND CONDUITS IN CORRIDOR, SHELL ROOMS,

POWDER ROOMS, AND POWER ROOM.

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DEMO PLAN - NORTH

3/32" = 1'-0"

#1/A-101.00

REFERENCE PLAN

#1/A-102.00INDICATES AREAS NOT

WITHIN PROJECT SCOPE

A-101

DEMO PLAN

(PART 1)

REMOVE AND SALVAGE

GATES FOR

RESTORATION.

REMOVE AND DISCARD

EXISTING CHAIN LINK

FENCES.

REMOVE WOOD

PARTITION.

REMOVE AND SALVAGE DOORS

FOR RESTORATION. REFER TO

SHEET A-501 FOR DETAILS.

(TYP.)

REMOVE AND SALVAGE COMPONENTS

OF EXISTING AMMUNITION SERVICE.

PREPARE SELECT SECTION FOR

RESTORATION AND REINSTALLATION.

D-7CD-8AD-8BD-8CD-8DD-8ED-8FD-9AD-9BD-9CD-9D

10WA

D-10A

10WB

TWO (2) EXISTING HANDHOLES.

REMOVE AND DISCARD

EXISTING COVERS, IF PRESENT.

REMOVE SOIL AND DEBRIS.

TWO (2) EXISTING HANDHOLES.

REMOVE AND DISCARD EXISTING

COVERS, IF PRESENT. REMOVE SOIL

AND DEBRIS.

PROTECT EXISTING METAL

TIEDOWNS. (TYP.) ALLOW FOR

TEN (10) AT NORTH CASEMATE.

DEDUCT ALTERNATE 1: REMOVE

THE RESTORATION SCOPE FOR

THE FOLLOWING DOORS AND

WINDOWS: D-9D, D-9C, D-9B, D-9A.

NOTE:




WORK.

2. REMOVE AND SALVAGE ALL EXISTING UNUSED LIGHT

FIXTURES AND CONDUITS IN CORRIDOR, SHELL ROOMS,


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DEMO PLAN - SOUTH

3/32" = 1'-0"

#1/A-101.00

REFERENCE PLAN



A-102

DEMO PLAN

(PART 2)

REMOVE AND SALVAGE

GATES FOR

RESTORATION.

REMOVE AND DISCARD

EXISTING CHAIN LINK

FENCES.

REMOVE AND SALVAGE DOORS

FOR RESTORATION. REFER TO

SHEET A-501 FOR DETAILS.

(TYP.)

D-7B D-7A D-6D D-6C D-6B D-6A D-5D D-5C D-5B D-5A D-4B D-4A

ONE (1) EXISTING HANDHOLE.

REMOVE AND DISCARD

EXISTING COVER, IF PRESENT.

REMOVE SOIL AND DEBRIS.

TWO (2) EXISTING

HANDHOLES. REMOVE

AND DISCARD EXISTING

COVERS, IF PRESENT.

REMOVE SOIL AND

DEBRIS.

PROTECT EXISTING

METAL TIEDOWNS. (TYP.)

ALLOW FOR TEN (10) AT

SOUTH CASEMATE.

DEDUCT ALTERNATE 1: REMOVE THE

RESTORATION SCOPE FOR THE

FOLLOWING DOORS: D-4B, D-4A.

NOTE:

1. PROVIDE ALL CONCRETE AND STEEL REPAIRS AS

INDICATED ON ELEVATION AND RCP MARKUPS. FOR A

DETAILED CONCRETE AND METAL REPAIR SCOPE REFER

TO SHEET A-401.

2. PROVIDE DOOR RESTORATION WORK AS INDICATED IN

DOOR SCHEDULE. REFER TO SHEET A-501.

3. PROVIDE GATE RESTORATION WORK AS INDICATED ON

SHEETS A-402 TO A-405.

4. POWER ROOM OUTSIDE REPAIR SCOPE. FOR LIGHTING

SCOPE AT POWER ROOM REFER TO A-603/604.

5. PROVIDE TYPE 3: HOLE REPAIRS AS NEEDED UPON

REMOVAL OF EXISTING UNUSED METAL FASTENERS,

ANCHORS, AND ASSOCIATED HARDWARE.

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PROPOSED PLAN - NORTH

3/32" = 1'-0"

#1/A-201.00

REFERENCE PLAN



A-201

PROPOSED

PLAN

(PART 1)

PROVIDE NEW GATES AT

EACH LOCATION. REFER

TO SHEET A-404/405 FOR

DETAILS.

REINSTALL RESTORED

GATES. REFER TO SHEET

A-402 FOR DETAILS.

PREPARE, PRIME AND PAINT

(2 COATS) WALLS OF SHELL

ROOM AND POWDER ROOM.

PROVIDE INJECTION GROUTING

OF EXISTING EXPANSION JOINT

AT CEILING TO ADDRESS

WATER INFILTRATION.

PROVIDE NEW GATES.

REFER TO SHEET

A-404/405 FOR DETAILS.

PREPARE, PRIME AND PAINT (2 COATS) WALLS OF

LATRINES.

ADD ALTERNATE NO. 2: CLEAN/REPAIR EXISTING

FIXTURES (REPLACE DAMAGED COMPONENTS IN KIND

AS NECESSARY). FIXTURES SHOULD BE RESTORED TO

A VISUALLY ACCURATE APPEARANCE, BUT

NON-OPERATIONAL CONDITION. SEE 2/A-202 FOR MORE

INFORMATION.

10WB

D-10A

10WA

D-9D D-9C D-9B D-9A D-8F D-8E D-8D D-8C D-8B D-8A D-7C

TWO (2) EXISTING HANDHOLES TO

REMAIN. REFER TO DETAIL 8/A-401

FOR SCOPE OF WORK.

TWO (2) EXISTING HANDHOLES

TO REMAIN. REFER TO DETAIL

8/A-401 FOR SCOPE OF WORK.

2A-201

2

DETAIL PLAN - LATRINES

1/8" = 1'-0"

ADD ALTERNATE NO. 2:

ALLOW FOR THE

RESTORATION OF THREE (3)

20"W FLOOR-MOUNTED

URINALS.


ALLOW FOR THE

RESTORATION OF THREE (3)

24"W X 18"D WALL-MOUNTED

SINKS.

OFFICER

LATRINE


ALLOW FOR THE

RESTORATION OF EIGHT (8)

FLOOR-MOUNTED

SELF-FLUSHING TOILETS.

ENLISTED

MENS

LATRINE

CLEAN, PREPARE, AND PAINT (2

COATS) EXISTING METAL

TIEDOWNS. (TYP.) ALLOW FOR TEN

(10) AT NORTH CASEMATE. REFER

TO DETAIL 7/A-401 FOR MORE

INFORMATION.

DEDUCT ALTERNATE 1:

REMOVE THE RESTORATION

SCOPE FOR THE FOLLOWING

DOORS: D-9D, D-9C, D-9B,

D-9A.

REINSTALL RESTORED

DOORS. REFER TO SHEET

A-501 FOR DETAILS.

(TYP.)

ALLOWANCE NO. 2:

PREPARE, PRIME AND

PAINT (2 COATS) WALLS

OF NORTH CASEMATE.

REMOVE GRAFFITI FROM NORTH CASEMATE

WALLS 100%. (TYP.)

NOTE:

1. PROVIDE ALL CONCRETE AND STEEL REPAIRS AS

INDICATED ON ELEVATION AND RCP MARKUPS. FOR A

DETAILED CONCRETE AND METAL REPAIR SCOPE REFER

TO SHEET A-401.

2. PROVIDE DOOR RESTORATION WORK AS INDICATED IN

DOOR SCHEDULE. REFER TO SHEET A-501.

3. PROVIDE GATE RESTORATION WORK AS INDICATED ON

SHEETS A-402 TO A-405.



5. PROVIDE TYPE 3: HOLE REPAIRS AS NEEDED UPON

REMOVAL OF EXISTING UNUSED METAL FASTENERS,

ANCHORS, AND ASSOCIATED HARDWARE.

Drawing Title

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Revisions

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PROPOSED PLAN - SOUTH

3/32" = 1'-0"

#1/A-201.00

REFERENCE PLAN



A-202

PROPOSED

PLAN

(PART 2)

PROVIDE NEW GATES AT

EACH LOCATION. REFER

TO SHEET A-404/405 FOR

DETAILS.

REINSTALL RESTORED

GATES. REFER TO SHEET

A-403 FOR DETAILS.

REINSTALL RESTORED

DOORS. REFER TO SHEET

A-501 FOR DETAILS.

(TYP.)

SOUTH SHELL ROOM WALLS:

TYPE 1 REPAIR: ALLOW

FOR ≈ 8 LIN. FT.

REMOVE GRAFFITI

FROM SOUTH SHELL

ROOM WALLS 100%.

PREPARE, PRIME AND

PAINT (2 COATS) SOUTH

SHELL ROOM WALLS

100%.

SOUTH POWDER ROOM

WALLS:

TYPE 2B REPAIR:

ALLOW FOR ≈ 3 SQ. FT.

REMOVE GRAFFITI

FROM SOUTH POWDER

ROOM WALLS 100%.

PREPARE, PRIME AND


POWDER ROOM WALLS

100%.

REINSTALL ≈ 65' OF RESTORED CEILING

TRACK AND ASSOCIATED BRACKETS AT

CORRIDOR CEILING. LOCATE RESTORED

TRACK AT ORIGINAL LOCATION. REFER TO

A-408 FOR DETAILS.

D-4AD-4BD-5AD-5BD-5CD-5DD-6AD-6BD-6CD-6DD-7AD-7B

ONE (1) EXISTING

HANDHOLE TO REMAIN.

REFER TO DETAIL

8/A-401 FOR SCOPE OF

WORK.

TWO (2) EXISTING

HANDHOLES TO

REMAIN. REFER TO

DETAIL 8/A-401 FOR

SCOPE OF WORK.

DEDUCT ALTERNATE 1: REMOVE THE

RESTORATION SCOPE FOR THE

FOLLOWING DOORS: D-4B, D-4A.

2

A-408

1

A-408

REINSTALL ONE RESTORED BRACKET AT

CASEMATE CEILING. LOCATE RESTORED

BRACKET AT ORIGINAL LOCATION. REFER

TO A-408 FOR DETAILS.

CLEAN, PREPARE, AND

PAINT EXISTING METAL

TIEDOWNS. (TYP.) ALLOW

FOR TEN (10) AT SOUTH

CASEMATE. REFER TO

DETAIL 7/A-401 FOR

MORE INFORMATION.

REMOVE GRAFFITI FROM CORRIDOR WALLS

100%. (TYP.)

ALLOWANCE NO. 2:

PREPARE, PRIME AND

PAINT (2 COATS) WALLS

OF SOUTH CASEMATE.

REMOVE GRAFFITI FROM SOUTH CASEMATE

WALLS 100%. (TYP.)

55

1

2A

3

1

5 5

3

2B

1

4

3

3

2B

3

3

3

1

1

2B

2B2B

2A

2B

2B

1

2B

3

1

1

3

3

2B

1

2A

NOTE:

1. FOR A DETAILED CONCRETE AND METAL REPAIR SCOPE

REFER TO SHEET A-401.




WORK.

3. ALL TAGS DENOTE A SINGLE INSTANCE OF REPAIR UNLESS

STATED OTHERWISE.

LEGEND:

TYPE 1 REPAIR: CRACK REPAIR

TYPE 2A REPAIR: LARGE CONCRETE SPALL REPAIR

TYPE 2B REPAIR: SMALL CONCRETE SPALL REPAIR

TYPE 3 REPAIR: HOLE REPAIR

TYPE 4 REPAIR: CONCRETE SKIM COAT

TYPE 5 REPAIR: METAL REPAIR

1

2A

2B

3

4

5

Drawing Title

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Revisions

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NORTH ELEVATION

1/4" = 1'-0"

NORTH CASEMATE:

REMOVE ONE (1)

EXISTING PATCH.


FOR ≈ 7 LIN. FT.


FOR 3 FILLS.


FOR ≈ 2 LIN. FT. AT EACH

LOCATION INDICATED.

TYPE 3 REPAIR: ALLOW FOR 3

FILLS AT EACH LOCATION

INDICATED

TYPE 1 REPAIR: ALLOW FOR ≈ 7

LIN. FT. AT UPPER PERIMETER

NORTH.

TYPE 1 REPAIR:

ALLOW FOR ≈ 2

LIN. FT.

REMOVE TWO (2) EXISTING

PATCHES AND CUT BACK ONE (1)

PIECE OF REBAR VISIBLE AT

SURFACE OF CONCRETE. PROVIDE

ONE (1) TYPE 2A REPAIR TO

COVER ENTIRE SECTION AS

SHOWN.

INDICATES NEW

CONCRETE REPAIR


LIN. FT.


FILLS AT LOCATION INDICATED


LIN. FT. AT EACH LOCATION

INDICATED.

DOORWAY SURROUND:


BARRIER AT DOORWAY.

REMOVE AND CLEAN TEN (10)

EXISTING METAL HINGES

ACCORDING TO TYPE 5 REPAIR

SCOPE.

SALVAGE HINGES FOR

RELOCATION.

FILL ANY RESULTING VOIDS


SCOPE.

PROVIDE NEW DOORS AND DOOR

HARDWARE AS REQUIRED AFTER

CONCRETE REPAIR IS COMPLETE.

TYPE 1 REPAIR:

ALLOW FOR ≈ 2

LIN. FT.

A-301

NORTH

CASEMATE,

NORTH

ELEVATION

CLEAN, PREPARE, AND


TIEDOWNS. (TYP.) REFER

TO DETAIL 7/A-401 FOR

MORE INFORMATION.

PREPARE, PRIME AND

PAINT (2 COATS) NORTH

CASEMATE WALLS 100%.

5 5

5 5

2A

2A

3

1

2B

2B

1

1

3

2B

3

2B 2B

1

3

1

2A

3

3

1

2B

2B

3

4

2B

33

2B

1

1

2A

2A

3

2B

1

2B

2B

NOTE:






WORK.


STATED OTHERWISE.

LEGEND:







1

2A

2B

3

4

5

Drawing Title

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Revisions

Drawing No.


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SOUTH ELEVATION

1/4" = 1'-0"

NORTH CASEMATE:

REMOVE ONE (1)

EXISTING PATCH AT

EACH LOCATION

INDICATED.

REMOVE EXISTING UNUSED

FERROUS ELEMENTS.

TYPE 3 REPAIR: ALLOW FOR

≈ 14 FILLS AT LOCATION

INDICATED

TYPE 1 REPAIR: ALLOW FOR

≈ 2 LIN. FT.

TYPE 1 REPAIR:

ALLOW FOR ≈ 2 LIN. FT.


FOR ≈ 5 LIN. FT. AT

LOCATION INDICATED.


FOR ≈ 12 FILLS AT

LOCATION INDICATED

TYPE 3 REPAIR:

ALLOW FOR ≈ 3

FILLS AT LOCATION

INDICATED

INDICATES NEW

CONCRETE REPAIR


LIN. FT.


LIN. FT. AT LOCATION INDICATED.

TYPE 3 REPAIR:

ALLOW FOR 3 FILLS AT

LOCATION INDICATED.

TYPE 3 REPAIR:


LOCATION INDICATED.

REMOVE ONE (1)

EXISTING PATCH AND

PROVIDE TYPE 2A

REPAIR.


FOR ≈ 8 LIN. FT.


FOR 2 FILLS AT LOCATION

INDICATED

THREE (3) EXISTING

OPENINGS TO

REMAIN.



LOCATION INDICATED.

DOORWAY SURROUND:

REMOVE AND DISCARD

EXISTING BARRIER AT

DOORWAY.

MECHANICALLY CLEAN THREE

(3) EXISTING METAL HINGES

ACCORDING TO TYPE 5

REPAIR SCOPE.


ACCORDING TO TYPE 3

REPAIR SCOPE.

PROVIDE NEW GATES AS

REQUIRED AFTER CONCRETE

REPAIR IS COMPLETE.

TYPE 3 REPAIR:

ALLOW FOR ≈ 8

FILLS AT LOCATION

INDICATED

TYPE 1 REPAIR:

ALLOW FOR ≈ 15 LIN.

FT. AT LOCATION

INDICATED.

A-302

NORTH

CASEMATE,

SOUTH

ELEVATION

CLEAN, PREPARE, AND PAINT

EXISTING METAL TIEDOWNS.

(TYP.) REFER TO DETAIL 7/A-401

FOR MORE INFORMATION.

PREPARE, PRIME AND

PAINT (2 COATS)

NORTH CASEMATE

WALLS 100%.

5 5

2B

2B

1

2B

2B

2B

1

3

3

2A

2B

2B

3

2B

2B

2A

1

1

4

2B

4 4

NOTE:






WORK.


STATED OTHERWISE.

LEGEND:







1

2A

2B

3

4

5

Drawing Title

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Revisions

Drawing No.


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WEST ELEVATION

1/4" = 1'-0"

NORTH CASEMATE:

2

EAST ELEVATION

1/4" = 1'-0"

NORTH CASEMATE:


FOR ≈ 4 LIN. FT.

OPEN TO EXTERIOR OPEN

TYPE 1 REPAIR:

ALLOW FOR ≈ 15

LIN. FT. AT

LOCATION

INDICATED

TWO (2) EXISTING

VENTS TO

REMAIN.

ONE (1) EXISTING

VENT TO REMAIN.

TYPE 1 REPAIR:

ALLOW FOR ≈ 35

LIN. FT. AT UPPER

PERIMETER EAST.

TYPE 3 REPAIR:

ALLOW FOR 8 FILLS

AT LOCATION

INDICATED.

TYPE 3 REPAIR:

ALLOW FOR 5 FILLS

AT LOCATION

INDICATED.

TYPE 2A REPAIR: ENSURE

NEW REPAIR CONCRETE

COVERS TWO (2) HOLES AND

TWO (2) PREVIOUSLY FILLED

OPENINGS.


FOR ≈ 15 FILLS AT

LOCATION INDICATED.

TYPE 1 REPAIR:

ALLOW FOR ≈ 3 LIN.

FT. AT LOCATION

INDICATED

INDICATES NEW

CONCRETE REPAIR

A-303

NORTH

CASEMATE,

EAST/WEST

ELEVATION

CLEAN, PREPARE, AND


TIEDOWNS. (TYP.) REFER

TO DETAIL 7/A-401 FOR

MORE INFORMATION.

PREPARE, PRIME

AND PAINT (2

COATS) NORTH

CASEMATE WALLS

100%.

5 5

5

5

3

2B

2B

2B

2B

2B

3

3

2B

3

2B

3

3

3

3

3

2B

2B 3

2B

3

2B

2B

3

2B

2B 2B

2B

3

1

1

2B

2B

2B

2B

3

3

2B

2B 2B

1

1

2A

3

2B

2B

2B

2B

2B

2B

1

3

2B

2B

1

2A

1

2B

2B

3

1

3

3

2B

2B

2B

2B

NOTE:






WORK.


STATED OTHERWISE.

LEGEND:







1

2A

2B

3

4

5

Drawing Title

Date:

Revisions

Drawing No.


23 APRIL 2015

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NORTH ELEVATION

1/4" = 1'-0"

SOUTH CASEMATE:

INDICATES NEW

CONCRETE REPAIR

TYPE 3 REPAIR: REMOVE

EXISTING ELECTRICAL

BOX AND ALLOW FOR ≈ 6

FILLS AT LOCATION

INDICATED.


FOR 2 FILLS.


FOR ≈ 10 FILLS AT

LOCATION INDICATED.


FOR 2 FILLS AT EACH

LOCATION INDICATED.



LOCATION INDICATED.


FOR ≈ 10 LIN. FT.


FOR ≈ 6 LIN. FT.


FOR ≈ 8 FILLS AT

LOCATION INDICATED.


FOR ≈ 1 LIN. FT.


FOR ≈ 18 FILLS AT

LOCATION INDICATED.


FOR ≈ 9 LIN. FT.

DOORWAY SURROUND:


BARRIER AT DOORWAY.

MECHANICALLY CLEAN FOUR (4)



SCOPE.



SCOPE.



REPAIR IS COMPLETE.


FOR ≈ 6 LIN. FT.

THREE (3) EXISTING

OPENINGS TO

REMAIN.

A-304

SOUTH

CASEMATE,

NORTH

ELEVATION

CLEAN, PREPARE, AND PAINT

EXISTING METAL TIEDOWNS. (TYP.)

REFER TO DETAIL 7/A-401 FOR MORE

INFORMATION.

PREPARE, PRIME AND



5 5

5 5

2B

4

3

1

3

3

3

2B

2B

1

3

3

2B

2B2B

1

3 1

2A

2A

2B

1

2B

2A

2B

2B

3

2B

2B

2B

3

3

2B

1

2B

2B

2B

2B

3

3

2B

1

4

2A3

2B

4

3

1

1

NOTE:






WORK.


STATED OTHERWISE.

LEGEND:







1

2A

2B

3

4

5

Drawing Title

Date:

Revisions

Drawing No.


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SOUTH ELEVATION

1/4" = 1'-0"

SOUTH CASEMATE:

INDICATES NEW

CONCRETE REPAIR


FOR 3 FILLS AT

LOCATION INDICATED.


FOR ≈ 2 LIN. FT.


FOR 2 FILLS AT

LOCATION INDICATED.


FOR 3 FILLS AT EACH

LOCATION INDICATED.


FOR ≈ 7 LIN. FT.


FOR ≈ 7 LIN. FT.


FOR ≈ 4 LIN. FT.


FOR 2 FILLS AT

LOCATION INDICATED.


FOR ≈ 2 LIN. FT.


FOR 3 FILLS AT

LOCATION INDICATED.



EXISTING INDENTATION.


FOR 6 FILLS AT

LOCATION INDICATED.

DOORWAY SURROUND:


BARRIER AT DOORWAY.

MECHANICALLY CLEAN EIGHT (8)



SCOPE.



SCOPE.



REPAIR IS COMPLETE.


FOR ≈ 5 LIN. FT.


FOR ≈ 1 LIN. FT.


FOR ≈ 6 LIN. FT.

A-305

SOUTH

CASEMATE,

SOUTH

ELEVATION

CLEAN, PREPARE, AND


TIEDOWNS. (TYP.)

REFER TO DETAIL

7/A-401 FOR MORE

INFORMATION.

PREPARE, PRIME AND



1

2A

2B

3

4

2B

5 5

2B

2B

4

2B 1

3

3

2B 2B

1

4

3

3

3

2B

1 1

4

2B

2B

2B

3

2B

1

1

1

NOTE:






WORK.


STATED OTHERWISE.

LEGEND:







1

2A

2B

3

4

5

Drawing Title

Date:

Revisions

Drawing No.


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WEST ELEVATION

1/4" = 1'-0"

SOUTH CASEMATE: SOUTH CASEMATE:

2

EAST ELEVATION

1/4" = 1'-0"

OPEN TO EXTERIOR OPEN

INDICATES NEW

CONCRETE REPAIR


FOR ≈ 5 LIN. FT.

TWO (2) EXISTING

VENTS (OPEN AND

FILLED) TO REMAIN.

TYPE 1 REPAIR:

ALLOW FOR ≈ 30

LIN. FT. AT UPPER

PERIMETER EAST.

TYPE 3 REPAIR:


LOCATION INDICATED.

TYPE 3 REPAIR:


LOCATION INDICATED.

TYPE 1 REPAIR:

ALLOW FOR ≈ 2

LIN. FT.

TYPE 3 REPAIR:


LOCATION INDICATED.


FOR ≈ 13 FILLS AT

LOCATION INDICATED.


FOR 1 LIN. FT. AT EACH

LOCATION INDICATED.

TWO (2) EXISTING FILLED

PIPES TO REMAIN.

PROVIDE NEW

CONCRETE FILL TO

MATCH EXISTING

SURFACE PLANE AND

APPEARANCE OF

SURROUND EXACTLY.


FOR 3 LIN. FT.


FOR 3 FILLS.



EXISTING INDENTATIONS

AT EACH LOCATION

INDICATED.

A-306

SOUTH

CASEMATE,

EAST/WEST

ELEVATION

CLEAN, PREPARE, AND


TIEDOWNS. (TYP.)

REFER TO DETAIL

7/A-401 FOR MORE

INFORMATION.

PREPARE, PRIME

AND PAINT (2 COATS)

SOUTH CASEMATE

WALLS 100%.

4

2A

2B

NOTE:






WORK.


STATED OTHERWISE.

4. RESTORE ALL DOOR HINGE KNUCKLES IN PLACE.

5. ALLOW 100% REPLACEMENT OF ALL LOWER DOOR FRAME

RAILS.

6. REPAIR ESTIMATES AT EACH SIDE OF CORRIDOR BAYS

INCLUDE WORK AT THE RESPECTIVE HALF OF CORRIDOR

CEILING. FOR REPAIR LOCATIONS REFER TO SHEETS

A-601/A-602.

7. FOR DOOR REPAIR INFORMATION REFER TO SHEET A-501.

8. REMOVE GRAFFITI FROM CORRIDOR WALLS 100%. (TYP.)

LEGEND:




TYPE 3 REPAIR: FILL REPAIR



1

2A

2B

3

4

5

2B

1

2A

2B

2B

2B 2B 2B

Drawing Title

Date:

Revisions

Drawing No.


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CORRIDOR EAST ELEVATION

1/8" = 1'-0"

BAYS 13-10:

INDICATES NEW

CONCRETE REPAIR

BAY 13 EAST:


FOR ≈ 2 SQ. FT.


FOR ≈ 13.8 LIN. FT.

BAY 12 EAST:



BAY 11 EAST:


FOR ≈ 5.4 SQ. FT.



BAY 10 EAST:




FOR ≈ 2.7 SQ. FT.

2


1/8" = 1'-0"

BAYS 9-5:

REFERENCE PLAN - EAST ELEVATION

#1/A-307.00 #2/A-307.00 #1/A-308.00

REFERENCE PLAN - WEST ELEVATION

#2/A-308.00 #1/A-309.00 #2/A-309.00

BAY 9 EAST:




FOR ≈ 17.8 SQ. FT.

BAY 8 EAST:




FOR ≈ 7.6 SQ. FT.

BAY 7 EAST:




FOR ≈ 8.4 SQ. FT.

BAY 6 EAST:



BAY 5 EAST:



TYPE 2A REPAIR:



FOR ≈ 16.6 SQ. FT.

A-307

CORRIDOR

EAST

ELEVATION

(PART 1)

2A

2A

2B

2B

NOTE:






WORK.


STATED OTHERWISE.



RAILS.




A-601/A-602.



LEGEND:







1

2A

2B

3

4

5

Drawing Title

Date:

Revisions

Drawing No.


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1/8" = 1'-0"

BAYS 4-1:

INDICATES NEW

CONCRETE REPAIR

BAY 2 EAST:



TYPE 2A REPAIR:

ALLOW FOR ≈ 5.1 SQ. FT.

2

CORRIDOR WEST ELEVATION

1/8" = 1'-0"

BAYS 1-4:


#1/A-307.00 #2/A-307.00 #1/A-308.00


#2/A-308.00 #1/A-309.00 #2/A-309.00

BAY 4 EAST:



BAY 3 EAST:



TYPE 2A REPAIR: ALLOW

FOR ≈ 7.4 SQ. FT.

TYPE 2B REPAIR: ALLOW

FOR ≈ 1.4 SQ. FT.

BAY 1 EAST:


FOR ≈ 7 LIN. FT.


FOR ≈ 57 SQ. FT.

BAY 1 WEST:


FOR ≈ 28 LIN. FT.


FOR ≈ 9 SQ. FT.

BAY 2 WEST:


FOR ≈ 18 LIN. FT.

BAY 3 WEST:


FOR ≈ 20 LIN. FT.

DOOR SCOPE:

RESTORE FRAME AND

BUFFERS. REPLACE PLATE.

DEDUCT ALTERNATE 1:

REMOVE DOOR

RESTORATION SCOPE.

BAY 4 WEST:


FOR ≈ 9 SQ. FT.

DOOR SCOPE:

REPLACE ALL EXCEPT

UPPER BUFFER.

DEDUCT ALTERNATE 1:

REMOVE DOOR

RESTORATION SCOPE.

A-308

CORRIDOR EAST

ELEVATION

(PART 2),

WEST ELEVATION

(PART 1)

D-4A

D-4B

NOTE:






WORK.


STATED OTHERWISE.



RAILS.




A-601/A-602.



LEGEND:







1

2A

2B

3

4

5

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1


1/8" = 1'-0"

BAYS 5-9:

INDICATES NEW

CONCRETE REPAIR

2


1/8" = 1'-0"

BAYS 10-13:


#1/A-307.00 #2/A-307.00 #1/A-308.00


#2/A-308.00 #1/A-309.00 #2/A-309.00

BAY 6 WEST:


FOR ≈ 23 LIN. FT.


FOR ≈2 SQ. FT.

BAY 7 WEST:

TYPE 1 REPAIR: ALLOW FOR ≈ 26 LIN. FT.

TYPE 2B REPAIR: ALLOW FOR ≈4 SQ. FT.

TYPE 3 REPAIR: ALLOW FOR 6 FILLS.

TYPE 4 REPAIR: ALLOW FOR ≈8 SQ. FT.

BAY 8 WEST:

TYPE 1 REPAIR: ALLOW FOR ≈

54 LIN. FT.

TYPE 2B REPAIR: ALLOW FOR

≈1.5 SQ. FT.


FILL.

BAY 9 WEST:


FOR ≈ 42 LIN. FT.


FOR ≈1.5 SQ. FT.

BAY 10 WEST:




FOR ≈1.5 SQ. FT.

BAY 11 WEST:


FOR ≈ 28 LIN. FT.

TYPE 2B REPAIR:

ALLOW FOR ≈ .5 SQ. FT.

BAY 12 WEST:


FOR ≈ 27 LIN. FT.

BAY 13 WEST:


FOR ≈ 12 LIN. FT.

TYPE 2B REPAIR:



FOR ≈ 3 SQ. FT.

BAY 5 WEST:


TYPE 2B REPAIR: ALLOW FOR ≈1.5 SQ. FT.

TYPE 3 REPAIR: ALLOW FOR 2 FILLS.

A-309

CORRIDOR

WEST

ELEVATION

(PART 2)

10WB

D-10A

10WA

D-9DD-9CD-9BD-9AD-8F

D-8E

D-8DD-8CD-8BD-8AD-7C

D-4B D-5A D-5B D-5C D-5D D-6A D-6B D-6C D-6D D-7A D-7B

10WA

D-10A

DEDUCT ALTERNATE 1: REMOVE

THE RESTORATION SCOPE FOR

THE FOLLOWING DOORS: D-9B,

D-9A.

DEDUCT ALTERNATE 1:

REMOVE THE

RESTORATION SCOPE

FOR THE FOLLOWING

DOORS AND WINDOWS:

D-9D, D-9C.

2" M

IN.

3 8"

34"

3" MIN.

34"

3" MIN.

34"

REMOVE CONCRETE MIN. 3"

1"

1 4"

MIN.

15 8"

MIN.

11 2"

Drawing Title

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CRACK REPAIR

6" = 1'-0"

CRACK

LINES INDICATE LAYERS

OF MORTAR, TYP.

ROUT OUT CRACK AND

REPOINT WITH MORTAR

TO MATCH ADJACENT

CONCRETE. SEE CRACK

REPAIR SCOPE FOR

DETAILS.

CRACK REPAIR SCOPE:

1. GRIND OUT EXISTING CRACK TO A DEPTH OF

3

4

" OR

DEEPER AS REQUIRED TO SOUND MORTAR. DO NOT CHIP

EDGES OF EXISTING ADJACENT CONCRETE.

2. FLUSH OUT LOOSE MATERIAL.

3. PRE-HYDRATE TYPE "N" MORTAR (PER SPECIFICATIONS)

BY MIXING MORTAR DRY, THEN MIX AGAIN WITH ONLY

ENOUGH WATER TO MAKE A LOOSE, DAMP MIX. AFTER

ONE (1) HOUR, ADD ENOUGH WATER TO PRODUCE A

WORKABLE MIX.

4. LIGHTLY WET CRACK, PACK IN NEW PRE-HYDRATED

REPOINTING MORTAR IN THIN (

1

4

" MIN.) LAYERS UNTIL

CRACK IS FILLED AND TOOL TO A SMOOTH FINISH.

5. DISCARD ANY MORTAR NOT USED WITHIN THREE (3)

HOURS AFTER INITIAL ADDITION OF WATER.

2

CONCRETE PATCH TYP.

3" = 1'-0"

DETERIORATED CONCRETE

OR SPALLED AREA

REGULAR SAW CUT

BOUNDARY WITH 90°

ANGLES A MIN. OF 2"

FROM DETERIORATED

AREA

SEE DETAILS 3 & 4 FOR

DEPTH

SAWCUTTING FOR

CONCRETE PATCH SCOPE:

1. REMOVE ALL LOOSE CONCRETE FROM THE AREA

DESIGNATED FOR REPAIR.

2. MAKE A SAW CUT AROUND THE ENTIRE PERIMETER OF THE

AFFECTED AREA NO CLOSER THAN TWO (2) INCHES TO THE

PERIMETER OF THE AFFECTED AREA OF DETERIORATION.

THE SHAPE OF THE REPAIR AREA SHALL BE RECTANGULAR

OR A COMBINATION OF TWO RECTANGLES. THE SAW CUT

SHALL BE 3/4" DEEP EXCEPT AT LOCATIONS WHERE REBAR

IS CLOSER TO THE SURFACE THAN 3/4", IN WHICH CASE NO

SAW CUT SHALL BE MADE. INSTEAD, THE PERIMETER OF

THE AREA SHALL BE CAREFULLY CHIPPED AWAY WITH A

LIGHT DUTY CHIPPING HAMMER TO ACHIEVE A SQUARE

PATCH EDGE. ALL SAW CUTS AND CHIPPED EDGES SHALL

BE BEVELED AWAY FROM THE CENTER OF THE PATCH.

3. USE CHIPPING HAMMERS OF NOMINAL 15-LB CLASS OR

LESS TO REMOVE ALL LOOSE AND UNSOUND CONCRETE IN

THE AREA BOUNDED BY THE SAW CUTS OR CHIPPED

EDGES. CONTINUE TO CHIP INTO THE UNDERLYING SOUND

CONCRETE AND REMOVE IT TO A DEPTH OF AT LEAST 3/4"

BEYOND THE FIRST MAT OF EXPOSED REINFORCING STEEL

OR AS NEEDED TO ACHIEVE A MIN. PATCH DEPTH OF 3".

TAKE CARE NOT TO EXCESSIVELY VIBRATE THE EXPOSED

REBAR WITH THE CHIPPING HAMMER IN ORDER TO AVOID

FRACTURING ANY OF THE CONCRETE THAT IS BONDED TO

THE REBAR OUTSIDE THE PERIMETER OF THE PATCH.

4. SANDBLAST THE EXPOSED CONCRETE SURFACES WITHIN

THE AREA OF THE PATCH, INCLUDING THE SAWCUT OR

CHIPPED EDGES AROUND THE PERIMETER OF THE PATCH.

WHERE SANDBLASTING IS NOT ALLOWED, SUBSTRATE

CONCRETE SURFACE SHALL BE FRESHLY FRACTURED

SOUND CONCRETE.

5. CAREFULLY REMOVE OR CUT BACK ANY EXPOSED

NON-STRUCTURAL REBAR.

6. TO ENSURE THAT EACH SQUARE FOOT OF PATCH AREA

WILL HAVE A MECHANICAL KEY OF CONCRETE PATCH

AROUND A REINFORCING METAL ELEMENT, INSTALL

DOWELS TO PROVIDE AT LEAST ONE DOWEL PER SQUARE

FOOT OF UN-KEYED PATCH.

7. CLEAN THE ENTIRE AREA OF THE PATCH WITH HIGH

PRESSURE, OIL-FREE COMPRESSED AIR.

8. PLACE REPAIR CONCRETE WITHIN THE AREA OF THE

PATCH TO RESTORE AND MATCH THE COLOR, FINISH, AND

TEXTURE OF THE ORIGINAL SURFACE. CONCRETE SHALL

BE PLACED TO ACHIEVE COMPLETE FILLING OF THE

REPAIR AREAS. PLACEMENT OF THE CONCRETE TO BE BY

THE FORM-AND-PLACE TECHNIQUE AS DEFINED IN THE

PROJECT SPECIFICATIONS.

9. WET CURE FOR 7 DAYS.

10. AFTER CURING, SOUND TEST REPAIR AREAS TO DETECT

ANY AREAS OF DEBONDED OR DELAMINATED REPAIR

CONCRETE. REMOVE AND REPLACE ANY UNSOUND

CONCRETE.

11. REFER TO THE TYPICAL REPAIR DETAILS AND PROJECT

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

3

CONCRETE SPALL REPAIR

3" = 1'-0"

EMBED NEW 1/4" Ø STAINLESS STEEL

DOWEL 3" MIN. INTO SOUND EXISTING

CONCRETE. INSTALL TWO 2) DOWELS

FOR AREA GREATER THAN 1/2

SQUARE FOOT, AND ADDITIONAL

DOWEL FOR EACH ADDITIONAL 1/2

SQUARE FOOT. DO NOT ALLOW

STAINLESS STEEL TO CONTACT

EXISTING STEEL REINFORCING.

NEW REPAIR CONCRETE

TO MATCH EXISTING

PROFILE AND

FORMBOARD FINISH.

EXISTING

REINFORCEMENT STEEL.

CONTRACTOR TO

VERIFY LOCATION AND

SIZE IN FIELD.

"TYPE 2A REPAIR": LARGE

REMOVE CONCRETE MIN. 4"

3/4" SAWCUT. REFER TO DETAIL 2 FOR

ADDITIONAL INFORMATION.

4

CONCRETE SPALL REPAIR

3" = 1'-0"

NEW 1/4" Ø STAINLESS STEEL DOWEL

EMBEDDED 3" MIN. INTO SOUND

EXISTING CONCRETE. DO NOT ALLOW

STAINLESS STEEL TO CONTACT

EXISTING STEEL REINFORCING.

NEW HAND PACKED REPAIR

CONCRETE TO MATCH EXISTING

PROFILE AND FORMBOARD FINISH.

EXISTING REINFORCEMENT STEEL.

CONTRACTOR TO VERIFY LOCATION

AND SIZE IN FIELD.

"TYPE 2B REPAIR": SMALL

3/4" SAWCUT. REFER TO DETAIL 2 FOR

ADDITIONAL INFORMATION.

5

HOLE REPAIR DETAIL

6" = 1'-0"

HOLES CAUSED BY REMOVED

FASTENERS IN CONCRETE ARE TO

BE CLEANED OUT, LOOSE MATERIAL

REMOVED, AND FILLED WITH TINTED

MORTAR TO MATCH ADJACENT

MASONRY. SURFACE PLANE AND

TEXTURE OF PATCH SHOULD MATCH

ADJACENT STONE EXACTLY. (TYP.)

HOLE PATCH REPAIR SCOPE:

1. HOLE PATCH REPAIR TO BE USED WHERE UNWANTED

FASTENERS ARE REMOVED FROM INTERIOR AS

INDICATED ON DRAWINGS.

2. HOLES IN CONCRETE ARE TO BE CLEANED OUT, LOOSE

MATERIAL REMOVED, AND FILLED WITH TINTED MORTAR

TO MATCH ADJACENT MASONRY.

3. SURFACE PLANE AND TEXTURE OF PATCH SHOULD

MATCH ADJACENT STONE EXACTLY.

6

CONCRETE SKIM COAT DETAIL

3" = 1'-0"

"TYPE 4 REPAIR":

PROVIDE NEW 1/4" STAINLESS STEEL

LATHE AND XXX BOLTS. SECURE

LATHE TO EXISTING CONCRETE

BACKUP BY PLACING BOLTS XXXXX

AND DRILLING MIN. 1 1/2" INTO SOUND

CONCRETE BACKUP.

CUT BACK DAMAGED

EXISTING CONCRETE A

MIN. 1 5/8" TO SOUND

CONCRETE BACKUP.

PROVIDE NEW 1" THICK SKIM COAT AT

TOP OF METAL LATHE. ENSURE NEW

SKIM COAT MECHANICALLY ADHERES

TO LATHE. NEW REPAIR CONCRETE

TO MATCH EXISTING PROFILE AND

FORMBOARD FINISH

CAREFULLY REMOVE OR

CUT BACK ANY EXPOSED

NON-STRUCTURAL

REBAR.

"TYPE 1 REPAIR":

"TYPE 3 REPAIR":

METAL ELEMENT REPAIR SCOPE:

1. ALL METAL ELEMENTS TO BE CLEANED TO AN SSPC SP-3

SURFACE (MECHANICALLY CLEANED).

2. ALL CLEANED FERROUS ELEMENTS TO RECEIVE PRIMER

AND INTERMEDIATE COATS FROM SPECIFIED

ANTI-CORROSIAN PAINTING SYSTEM. TAKE CARE NOT TO

GET ANY OF THE COATING ON THE SURROUNDING

CONCRETE SURFACES. SEE SPECIFICATIONS FOR

DETAILS.

3. ENSURE THE COATING HAS CURED (AS RECOMMENDED

BY THE MANUFACTURER) BEFORE CONTINUING WITH

SURROUNDING CONCRETE REPAIR WORK.

7

TIEDOWN REPAIR DETAIL

3/4" = 1'-0"

"TYPE 5 REPAIR": METAL

CLEAN ALL FERROUS METAL ELEMENTS TO

AN SSPC SP-3 SURFACE (MECHANICALLY

CLEANED).

PROVIDE ONE (1) COAT OF PRIMER AND

ONE (1) INTERMEDIATE COAT FROM

SPECIFIED ANTI-CORROSIAN PAINTING

SYSTEM. TAKE CARE NOT TO GET ANY OF

THE COATING ON THE SURROUNDING

CONCRETE SURFACES. SEE

SPECIFICATIONS FOR DETAILS.

A-401

CONCRETE AND

METAL DETAILS

8

HANDHOLE REPAIR DETAIL

3/4" = 1'-0"

TYP.

~18"

TYP

.

3"

SEVEN (7) EXISTING HANDHOLES PRESENT

IN CORRIDOR, DIMENSIONS VARY. REMOVE

AND DISCARD EXISTING COVERS, IF

PRESENT. ENSURE HANDHOLES ARE FREE

FROM DEBRIS.

PROVIDE NEW 3" PRE-CASE CONCRETE

COVER TO FIT DIMENSIONS OF EACH

HANDHOLE. CONTRACTOR TO VERIFY

DIMENSIONS IN FIELD. (TYP.)

9

HANDHOLE REPAIR DETAIL

3/4" = 1'-0"

TYP.

6"VA

RIES

6"

6" VARIES 6"

PROVIDE FOUR LIFT HOLES - 1

1

2

" DIA. SET

6" IN FROM PERIMETER OF COVER.

8'-4" TYP. 312"

TYP.

112"

578" 6" TYP.

12'-1

17 8" TYP

.

71 2"TY

P.11

'-71 2" T

YP.

1" T

YP.

Drawing Title

Date:

Revisions

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SOUTH GATE - NORTH CASEMATE

SCALE: 1"=1'-0"

2

NORTH GATE - NORTH CASEMATE

SCALE: 1"=1'-0"

HEAT AND STRAIGHTEN FRAME BARAT HINGE SIDE

HEAT AND STRAIGHTEN BENT PICKET

PROVIDE NEW 316 STAINLESS STEELTHREADED PINTEL PIN, SHIMS ANDNUTS. (TYP. FOR 1)

ABRASIVELY CLEAN EXISTING IRON GATECOMPONENTS. ALL ELEMENTS TO BECLEANED TO AN SSPC SP-3 SURFACE(MECHANICALLY CLEANED).

PROVIDE NEW 316STAINLESS STEELTHREADED PINTEL PIN,SHIMS ANDNUTS. (REFER TO 1/A-405,TYP. FOR 4)PROVIDE ADEQUATE SHIMSTO PREVENTGATE FROM CONTACTINGCONCRETE SLAB.


REMOVE EXCESS PACK RUSTING FROM JUNCTIONOF BRACE WITH GATE FRAME

DISASSEMBLE EXISTING CATCH MECHANISM.ABRASIVELY CLEAN, PREPARE AND PAINTEXISTING COMPONENTS PRIOR TOREASSEMBLY.PROVIDE NEW STAINLESS STEEL PIVOT PIN.

PREPARE, PRIME AND PAINT (2 COATS)RESTORED IRON GATES.

PROVIDE NEW PAINTED STEEL GATE HOOKTO MATCH ORIGINAL DESIGN(REFER TO 2/A-405 - TYP. FOR 2)

HEAT AND STRAIGHTENBENT PICKET


A-402

NORTH

CASEMATE

GATES

DISASSEMBLE EXISTING DROP PIN MECHANISM.ABRASIVELY CLEAN, PREPARE AND PAINTEXISTING COMPONENTS PRIOR TOREASSEMBLY.

8'-4" TYP. 312"

TYP.

112"

578" 6" TYP.

12'-1

17 8" TYP

.

71 2"TY

P.11

'-71 2" T

YP.

1" T

YP.

Drawing Title

Date:

Revisions

Drawing No.


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SOUTH GATE - SOUTH CASEMATE

SCALE: 1"=1'-0"

2

NORTH GATE - SOUTH CASEMATE

SCALE: 1"=1'-0"

HEAT AND STRAIGHTENFRAME BARAT HINGE SIDE

ABRASIVELY CLEAN EXISTING IRON GATECOMPONENTS. ALL ELEMENTS TO BECLEANED TO AN SSPC SP-3 SURFACE(MECHANICALLY CLEANED).

PROVIDE NEW 316STAINLESS STEELTHREADED PINTEL PIN,SHIMS AND NUTS. (REFER TO1/A-405, TYP. FOR 4) PROVIDEADEQUATE SHIMS TOPREVENT GATE FROMCONTACTING CONCRETESLAB.

DISASSEMBLE EXISTING CATCH MECHANISM.ABRASIVELY CLEAN, PREPARE AND PAINTEXISTING COMPONENTS PRIOR TOREASSEMBLY.PROVIDE NEW STAINLESS STEEL PIVOT PIN.

PREPARE, PRIME AND PAINT (2 COATS)RESTORED IRON GATES.

PROVIDE NEW PAINTED STEEL GATE HOOKLATCH TO MATCH ORIGINAL DESIGN(REFER TO 2/A-405 - TYP. FOR 2)


RECONSTRUCT GATE BASED ON DRAWINGS FROM THE NORTH CASEMATE

REMOVE ROTTEN STEELCUT PICKETS AT SIMILAR HEIGHT

ABRASIVELY CLEAN EXISTING IRON GATECOMPONENTS. ALL ELEMENTS TO BECLEANED TO AN SSPC SP-3 SURFACE(MECHANICALLY CLEANED).DO NOT CUT.

ABRASIVELY CLEAN EXISTING IRON GATECOMPONENTS. ALL ELEMENTS TO BECLEANED TO AN SSPC SP-3 SURFACE(MECHANICALLY CLEANED).DO NOT CUT.


A-403

SOUTH

CASEMATE

GATES

STRAIGHTEN EXISTING DROP PIN

PREPARE, PRIME AND PAINT (2 COATS)NEW GATE.

PROVIDE NEW CATCH MECHANISM. TO MATCHEXISTING. REFER TO SHEET A-405

3'-6 12"11

2" TYP.7'-5"

15'-0"

10'-6

"

81 2"

1"

4'-10

1 8"1 2"

3'-95 8"

1"77 8"

6" TYP.

15'-0"

3'-6 12" 7'-5"

12'-0"

3'-10" 7'-912"

112" TYP.

Drawing Title

Date:

Revisions

Drawing No.


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ELEVATION - CORRIDOR GATES

SCALE: 1/2"=1'-0"

A-404

INTERIOR

GATES

PROVIDE NEW STAINLESS STEELBALL BEARING HINGES. PREPARE,PRIME AND PAINT.(TYP. FOR 3 PER LEAF)

PROVIDE NEW POWDER COATED STEELFIXED PANEL TO DETAILING OF CASEMATE GATES(TYP. FOR 2 PER GATE ASSEMBLY)

PROVIDE NEW POWDER COATED STEEL SUPPORTPOSTS (TYP. FOR 4 PER GATE ASSEMBLY)

2

LH FIXED PANEL

SCALE: 1"=1'-0"

3

LH GATE LEAF

SCALE: 1"=1'-0"

4

RH GATE LEAF

SCALE: 1"=1'-0"

5

RH FIXED PANEL

SCALE: 1"=1'-0"

PROVIDE NEW POWDER COATED STEELGATE LEAVES TO DETAILING OFCASEMATE GATES (TYP. FOR 2 PER GATEASSEMBLY)

PROVIDE NEW POWDER COATED STEELLATCH MECHANISMS TO MATCH DETAILOF CASEMATE GATES.

PROVIDE NEW POWDER COATEDSTEEL LATCH MECHANISMS TOMATCH DETAILING OF CASEMATEGATES.

PROVIDE NEW POWDER COATED STEELGATE LEAVES TO MATCH DETAILING OFCASEMATE GATES (TYP. FOR 2 PERGATE ASSEMBLY)

PROVIDE NEW STAINLESS STEELBALL BEARING HINGES. PREPARE,PRIME AND PAINT.(TYP. FOR 3 PER LEAF)

PROVIDE NEW POWDER COATED STEELFIXED PANEL TO MATCH DETAILING OFCASEMATE GATES (TYP. FOR 2 PERGATE ASSEMBLY)

PROVIDE NEW POWDER COATEDSTEEL SUPPORT POSTS(TYP. FOR 4 PER GATE ASSEMBLY)

PROVIDE NEW GATE HOLDBACKS(TWO (2) FOR EACH GATE ASSEMBLY ATCORRIDOR, MECHANICAL AREA,AND UTILITY ROOMS)REFER TO 2/A-405

6

PLAN - CORRIDOR GATES

SCALE: 1/2"=1'-0"

7

PLAN - MECH. AREA GATES

SCALE: 1/2"=1'-0"


218"

3 8"11 8" 11 2"

1116" 11

16"

878"

3 8"

13 8"

218" 63

4"

878"

112"

38 "

818"

21 8"

3"

31 4"

21 4"

14 "

1 4"

434"

11 2"

334"

1 2"

12"

11 2"

3

4 "

1 4"

14"

3 4" 38"

7'-0"

2"61 2"

1"2'-

23 8"

1 2"3'-

15 8"1"

77 8"

3'-0"11

2"6" TYP.

6'-0"

21 2"2"

21 2"

2"

2 1/2"

3/4" DIA.

2'-0"

Drawing Title

Date:

Revisions

Drawing No.


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GATE PINTEL DETAIL

SCALE: 3"=1'-0"

2

GATE HOLD-BACK DETAIL

SCALE: 6"=1'-0"

3

GATE LATCH DETAIL - LH SIDE

SCALE: 3"=1'-0"

5

GATE LATCH DETAIL - RH SIDE

SCALE: 3"=1'-0"

4

GATE LATCH DETAIL - STOP LH SIDE

SCALE: 6"=1'-0"

6

GATE LATCH DETAIL - LOCK LEVER LH SIDE

SCALE: 6"=1'-0"

A-405

INTERIOR

GATES AND

DETAILS

7

UTILITY ROOM GATES - ELEVATION

SCALE: 1"=1'-0"

PROVIDE NEW STAINLESS STEELBALL BEARING HINGES. PREPARE,PRIME AND PAINT(TYP. FOR 2 PER LEAF)

PROVIDE NEW POWDER COATED GATESTO MATCH DETAILING OF CASEMATE GATES. (TYP.FOR 2 LEAVES PER UTILITY ROOM ENTRY)

PROVIDE NEW POWDERCOATED STEEL LATCHMECHANISMS TO MATCHDETAIL OF CASEMATE GATES.

PROVIDE NEW POWDERCOATED STEEL STOPSTO MATCH DETAIL OF CASEMATEGATES (TYP. FOR 2 PER LEAF)

PROVIDE NEW POWDER COATED STEEL SUPPORT POSTS(TYP. FOR 2 PER GATE ASSEMBLY)

8

UTILITY ROOM GATES - PLAN

SCALE: 1"=1'-0"


9

DROP PIN DETAIL

SCALE: 6"=1'-0"

Drawing Title

Date:

Revisions

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ELEVATION - SHELL ROOM DOORS (INTERIOR SIDE)

SCALE: 3/4"=1'-0" (DOOR TYPE 3)

A-406

DOOR DETAILS

2

ELEVATION - SHELL ROOM DOORS (CORRIDOR SIDE)


3

ELEVATION - POWDER ROOM DOORS (INTERIOR SIDE)


4

ELEVATION - POWDER ROOM DOORS (CORRIDOR SIDE)


5

ELEVATION - LATRINE/STORAGE ROOM DOOR

SCALE: 3/4"=1'-0" (DOOR TYPES 1 AND 5)

6

ELEVATION - LATRINE WINDOW

SCALE: 3/4"=1'-0" (TYPE: WIN)

3'-634"

7'-97 8"

81 8"

3'-412"

214"

81 8"53 8"

6'-13 8"

53 8"93 4"

7'-0" 3"11

2"

112"

3'-0"11

2"

214"

3"3'-412"

11 2"

4'-0"

11 2"

4'-0"

11 2"11 2"

8'-41 2"

5"

3'-6" 3" 6'-0" 3"11

2"

112"

3'-112"

112"

214"

11 2"

3'-41 2"

11 2"

3'-3"

11 2"11 2"

3'-814"

7'-13 4"

6'-11

"

81 8"53 8"

4'-87 8"

53 8"93 4"

3'-6"

7'-41 2"

3'-0"

7'-21 4"

7'-33 4"

3'-3"

3'-67 8"

11 2"3'-

85 8"

101 4"

4"1'-

63 4"1'-

8"1'-

63 4"4"

1'-11 4"

2'-11"

2'-5"

2'-3"

1'-9"

2'-8"

2'-2"

Drawing Title

Date:

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A-407

TRACK DETAILS

1

CEILING TRACK DETAIL "A"

3" = 1'-0"

CEILING LINE

UNIVERSAL CLAMP #910

BY RICHARDS WILCOX.

PROVIDE NEW CLAMPS

TO MATCH EXISTING

EXACTLY.

3 12" 3 12"

10"78" Ø HEX. HEAD BOLT & NUT,7" LONG WITH 3-UNIT PLAINCINCH ANCHORS.

3" - 5.0# [ WITH 1

3

16

" X 2

1

8

"

SLOTTED HOLE FOR THE

1

1

8

" Ø BOLT & 1" Ø HOLES FOR78" Ø BOLTS.

1 1 2"

4 1 2" MI

N.7"

TYP

.

VARIABLE (D)

NOTE:

1. DETAIL "A" APPLIES WHERE DISTANCE (D) IS NOT GREATER

THAN 1'-6". FOR GREATER DISTANCES DETAILS "C" AND "D"

WERE USED.

2. WHERE LOCATION OF HANGER ROD OCCURED BETWEEN

TWO BEAMS A LENGTH OF 6" I 12.5 LBS. WAS SPANNED

ACROSS LOWER FLANGES OF BEAMS TO PROVIDE FOR

HANGING OF ROD.

3. PREPARE, PRIME AND PAINT (2 COATS) CEILING TRACK AND

TROLLEY HOIST (TYP.).

LOCK WASHERS

1

1

8

" SQ. HEAD BOLT WITH

HALF-NUT, VARIABLE

LENGTH GROUND FLAT

ON END.

7"-15.3# I-BEAM TRACK

TYP.

2

CEILING TRACK DETAIL "B"

3" = 1'-0"

2 12"45°

VARI

ABLE

(D)

CEILING LINE

5" X 5" X

3

8

" L, 10" LONG

SECURED TO CEILING

AS SHOWN IN DETAIL "A".

3

CEILING TRACK DETAIL "C"

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

CEILING LINE

3" - 5.0# [ ANCHORED TO

CEILING. SEE DETAIL "A".

1

1

8

" SQ. NUT THREDDED

AND SPOT-WELDED TO

ROD.

1

1

8

" Ø ROD

7

8

" X 6" HEX. HEAD BOLT

WITH 3-UNIT PLAIN

CINCH ANCHOR.

2" X 2" X

3

8

" L, COPE

FLANGE AT ENDS TO

PERMIT BENDS.

1

1

8

" HEX. NUTS

45°

4

CEILING TRACK DETAIL "D"

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

1

4

" FILLET

WELD, 3" LONG

2" X 2" X

3

8

" L, COPE

FLANGE AT ENDS TO

PERMIT BENDS. SPACE

ABOUT 10'0" C.C.

30°

1

1

8

" HEX. NUTS

CEILING LINE

36" WF 280#

7" I 15.3#

1'-6"

UNIVERSAL CLAMP. SEE

DETAIL "A"

1

2

" X 4

3

4

" BOLT

1

1

8

" Ø ROD

5

CEILING TRACK DETAIL "E"

3" = 1'-0"

1'-0" ±1

1

8

" Ø ROD TYP.

1

1

8

" HEX. NUTS TYP.

CUT L AT BEND AND

SUPPORTS TO CLEAR.

2" X 2" X

3

8

" L

30°

6

TROLLEY HOIST DETAIL

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

VARI

ES7"

1'-1"

CEILING LINE

INSIDE OF HOOK

REFERENCE PLAN

REINSTALL ≈ 65' OF RESTORED

CEILING TRACK AT CORRIDOR

CEILING. LOCATE RESTORED TRACK

AT ORIGINAL LOCATION.

PROVIDE NEW TROLLEY

HOIST AND CHAIN.

18'-0"3'-0"15'-0"

3'-6"11'-0"3'-6"3'-0"

7'-61 2" T

YP.

7'-61 2"

5'-0" 7'-0"

18'-6"

1'-0"

7'-6"

15'-0

"

7'-61 2" T

YP.

~12'-634"

V.I.F.

℄

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A-408

TRACK DETAILS

(2)

1

CASEMATE TRACK SECTION

1/4" = 1'-0"

ORIGINAL LOCATION OF

7"-15.3# I-BEAM TRACK TYP.

RESTORE BRACKETS 100%

AND LOCATE IN ORIGINAL

LOCATION.

NOTE:

1. PREPARE, PRIME AND PAINT (2 COATS) CEILING TRACK AND

TROLLEY HOIST (TYP.).

REFERENCE PLAN

REINSTALL ≈ 65' OF RESTORED

CEILING TRACK AT CORRIDOR

CEILING. LOCATE RESTORED TRACK

AT ORIGINAL LOCATION.

CASEMATE

2

SHELL ROOM AND CORRIDOR TRACK SECTION

1/4" = 1'-0"

SHELL ROOM

CORRIDOR

EXISTING ORIGINAL 7"-15.3#

I-BEAM TRACK TYP. REFER TO

DETAIL 1/A-407 FOR MORE

INFORMATION. EXISTING

BRACKETS TO REMAIN. (TYP.)

FLOOR ELEVATION

VARIES

THROUGHOUT

CORRIDOR.

CEILING LINE

CEILING LINE


TRACK AND ASSOCIATED BRACKETS AT

CORRIDOR CEILING. LOCATE RESTORED

TRACK AT ORIGINAL LOCATION.

FLOOR LINE

68'-0"

28'-1" 7'-5" 10'-5"

~4'-618" ~17'-71

8" ~4'-1158" ~9'-107

8"

22'-1"

4'-1"

4'-1"

~8'-812"

~3'-1

03 4"~3

"~2

'-43 4"

~6'-6

3 8"

~1'-958"

~3'-8"

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1

ELEVATION - CASEMATE GUN WITH YOKE RINGS

SCALE: 3/8"=1'-0"

A-409

GUN DETAILS

NOTES:1. WEIGHT OF GUN IS 237,686 LBS. OR 106.11 TONS WITHOUT BREECH

MECH.2. ALL DIMENSIONS OF YOKE RING DETAIL AND PLACEMENT ARE

ESTIMATES BASED ON HISTORIC DRAWINGS. VERIFY DIMENSIONSIN FIELD.

3. FOLLOWING REMOVAL OF YOKE RING ASSEMBLIES CLEAN, REPAIR,PREPARE AND PAINT GUN 100%. REFER TO DRAWING FOR METHODOF CLEANING AT EACH LOCATION.

4. PROVIDE FINAL COAT OF PAINT FOLLOWING INSTALLATION OFGUN.

WORK BY OTHERS TO INCLUDE:1. CONSTRUCTION OF THE PEDESTAL2. REMOVAL OF THE SHIPPING YOKES3. RELOCATION OF THE GUN BARREL TO THE PEDESTAL

SEQUENCE OF GUN REPAIR:1. CLEAN/REPAIR/PRIME AND PAINT INITIAL COAT WHILE GUN IS SECURED TO SHIPPING YOKES.2. REMOVE SHIPPING YOKES AND RELOCATE GUN TO NEW PEDESTAL (YOKE REMOVAL AND PEDESTAL TO BE COMPLETED BY OTHERS)3. COMPLETE CLEANING/REPAIRS AT LOCATIONS OF REMOVED SHIPPING YOKES. PRIME AND PAINT INITIAL COAT IN THESE LOCATIONS.4. PAINT, INTERMEDIATE AND FINAL COATS ONCE GUN IS INSTALLED ON PEDESTAL.

2

SECTION - CASEMATE GUN WITH YOKE RING

SCALE: 3/8"=1'-0"

3

ELEVATION - YOKE RING DETAIL

SCALE: 3/8"=1'-0"

FILL IMPERFECTIONS IN

LOCATIONS OF REMOVED YOKE

RINGS WITH BODY FILLER PRIOR

TO PAINTING. ALLOW 1'6" WIDE

AREA AT EACH YOKE RING, TYP.

FOR FOUR (4) LOCATIONS.

CAREFULLY CUT ANDREMOVE ALL YOKE RINGSAND TRANSPORTATIONMATERIALS TAKING CARE NOTTO DAMAGE GUN.

INDICATES AREA OF GUN

TO RECEIVE BODY

FILLER FOLLOWING

REMOVAL OF YOKE RING

ALLOW FOR 4 S.F. REMOVALOF RUST SCALE AND FILLIMPERFECTIONS WITH BODYFILLER.

3A-409

2

A-409

PROVIDE 1' X 1' SQUARELOCATION OF "NAVY" PAINT.

FILL IMPERFECTIONS IN LOCATIONS

OF REMOVED YOKE RINGS WITH

BODY FILLER PRIOR TO PAINTING.

ALLOW 1'6" WIDE AREA AT EACH

YOKE RING, TYP. FOR FOUR (4)

LOCATIONS.

CAREFULLY CUT AND REMOVE ALL YOKERINGS AND TRANSPORTATION MATERIALSTAKING CARE NOT TO DAMAGE GUN.

PROVIDE 1' X 1' SQUARELOCATION OF "NAVY" PAINT.

CLEANING TYPE 1 CLEANING TYPE 2

EXISTING BRACING BARSHOWN AS HIDDEN FORCLARITY. BRACING BAR TO BEREMOVED IN TANDEM WITHTHE REMOVAL OF ALL YOKERING ASSEMBLIES.

GUN CLEANING SCOPE:1. CLEANING TYPE 1:

1.1. AIR-ABRASIVELY CLEAN THE EXTERIOR SURFACE OF THE GUN TO AN SSPC SP-6 SURFACE USING THE ACS TORNADOSYSTEM. BLAST MEDIA SHOULD BE WALNUT SHELLS, WITH AN ALTERNATE MEDIA OF FINE GLASS AS NECESSARY ONMORE DIFFICULT AREAS.

1.2. EXISTING OPENINGS FOR WADDING SHOULD BE PLUGGED WITH RUBBER STOPPERS PRIOR TO ANY MEDIA BLASTINGOPERATIONS.

1.3. ALL BRASS TAGS SHOULD BE PHOTO DOCUMENTED, REMOVED AND STORED WITH HARDWARE FOR REINSTALLATIONPRIOR TO ANY MEDIA BLASTING OPERATIONS.

1.4. THE BREECH OPENING SHOULD BE FULLY SEALED PRIOR TO ANY MEDIA BLASTING OPERATIONS - NO MEDIA ISPERMITTED WITHIN THE CHAMBER OF THE GUN.

2. CLEANING TYPE 2:2.1. AIR-ABRASIVELY CLEAN THE EXTERIOR SURFACE OF THE GUN TO REMOVE GRAY PAINT USING THE ACS TORNADO

SYSTEM. CLEANING SHOULD TAKE SURFACE TO YELLOW ZINC-OXIDE PRIMER ONLY. BLAST MEDIA SHOULD BE WALNUTSHELLS OR FINE GLASS, WITH AN ALTERNATE MEDIA OF BLACK BEAUTY AS NECESSARY ON MORE DIFFICULT AREAS.

2.2. EXISTING STENCILED PAINT TAGS AT THE FRONT OF THE GUN ARE TO BE PHOTO DOCUMENTED AND TRACED PRIOR TOANY MEDIA BLASTING OPERATIONS.

2.3. THE MUZZLE OPENING SHOULD BE FULLY SEALED PRIOR TO ANY MEDIA BLASTING OPERATIONS - NO MEDIA ISPERMITTED WITHIN THE CHAMBER OF THE GUN.

3. ALTERNATE CLEANING TYPE 2:3.1. SAND EXISTING PAINT FINISHES WITH PALM SANDERS EQUIPPED WITH HEPA FILTERS TO A SMOOTH/UNIFORM SURFACE

WITH SUITABLE KEY FOR PAINT ADHESION. FEATHER LOCATIONS OF CHIPPED/DAMAGED PAINT TO BLEND WITHADJACENT SURFACES.

3.2. EXISTING STENCILED PAINT TAGS AT THE FRONT OF THE GUN ARE TO BE PHOTO DOCUMENTED AND TRACED PRIOR TOANY SANDING OPERATIONS.

3.3. THE MUZZLE OPENING SHOULD BE FULLY SEALED PRIOR TO ANY SANDING OPERATIONS - NO PAINT DEBRIS ISPERMITTED WITHIN THE CHAMBER OF THE GUN.

3.4. ADEQUATE PROTECTION MUST BE PROVIDED TO COLLECT ANY/ALL PAINT CHIPS/DUST/RESIDUE FROM SANDINGOPERATIONS. NO PAINT CHIPS/DUST/RESIDUE IS ALLOWED TO ACCUMULATE ON GROUND SURFACES.

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A-501

DOOR

SCHEDULE

NOTE:

1. DEDUCT ALTERNATE 1: REMOVE

THE RESTORATION SCOPE FOR THE

FOLLOWING DOORS AND WINDOWS:

D-9C, D-9B, D-9A, D-4B, D-4A.

44 4 4 4

4

1 1 1 1 1 1 1

NOTE:






WORK.


STATED OTHERWISE.

4. REMOVE ALL EXISTING UNUSED LIGHT FIXTURES AND

ASSOCIATED CONDUITS IN CORRIDOR, SHELL ROOMS,




7. RECORD LOCATIONS, PHOTO DOCUMENT, AND REMOVE

TRACK AND SUPPORTS AT CORRIDOR 100%.

RECONSTRUCT PORTION OF TRACK AS INDICATED ON

SHEET A-202.

8. PROVIDE NEW LIGHT FIXTURES AND CONDUIT AS

INDICATED ON LIGHTING PLAN. REFER TO SHEETS

A-603/604 FOR NEW FIXTURE LOCATIONS AND ADDITIONAL

DETAILS.

9. FOR CONCRETE AND STEEL REPAIR ESTIMATES FOR EACH

BAY AT CORRIDOR REFER TO SHEETS A-307 TO A-309.

LEGEND:







1

2A

2B

3

4

5

4 4 4

1 1 1 1

1

1 1

4 4 4

4

4

1 1 1 1 1 1 1 1

4 4

2A

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1

BAYS 13-10: CORRIDOR RCP

3/16" = 1'-0"

INDICATES NEW

CONCRETE REPAIR

2


3/16" = 1'-0"

#1/A-601.00 #2/A-601.00 #3/A-601.00

REFERENCE PLAN

3


3/16" = 1'-0"

#1/A-602.00

INDICATES AREAS NOT


NORTH CASEMATE:

PHOTO DOCUMENT, RECORD LOCATIONS,

REMOVE AND SALVAGE ALL EXISTING METAL

FASTENERS, WIRES, AND ALL ASSOCIATED

EQUIPMENT FROM CEILING.

PREPARE FOR AND PROVIDE SKIM COAT OF

CONCRETE AT ENTIRE CEILING.

TYPE 4 REPAIR: ALLOW FOR ≈ 510 SQ. FT.

A-601

CORRIDOR

REFLECTED

CEILING PLAN

(PART 1)

REINSTALL ≈ 65' OF RESTORED CEILING TRACK

AT CORRIDOR CEILING. LOCATE RESTORED

TRACK AT ORIGINAL LOCATION.

ADD ALTERNATE: PROVIDE PRICING FOR

RESTORATION OF ADDITIONAL TRACK PER

LINEAR FOOT.

PHOTO DOCUMENT ENTIRE LENGTH OF

CORRIDOR CEILING DOCUMENTING ALL

LOCATIONS OF EXISTING AMMUNITION

SERVICE HARDWARE.

PHOTO DOCUMENT ENTIRE LENGTH OF

CORRIDOR CEILING DOCUMENTING ALL

LOCATIONS OF EXISTING AMMUNITION

SERVICE HARDWARE.

1

1

4

4

NOTE:






WORK.


STATED OTHERWISE.

4. REMOVE ALL EXISTING UNUSED LIGHT FIXTURES AND

ASSOCIATED CONDUITS IN CORRIDOR, SHELL ROOMS,




7. RECORD LOCATIONS, PHOTO DOCUMENT, AND REMOVE

TRACK AND SUPPORTS AT CORRIDOR 100%.

RECONSTRUCT PORTION OF TRACK AS INDICATED ON

SHEET A-202.

8. PROVIDE NEW LIGHT FIXTURES AND CONDUIT AS

INDICATED ON LIGHTING PLAN. REFER TO SHEETS

A-603/604 FOR NEW FIXTURE LOCATIONS AND ADDITIONAL

DETAILS.

9. FOR CONCRETE AND STEEL REPAIR ESTIMATES FOR EACH

BAY AT CORRIDOR REFER TO SHEETS A-307 TO A-309.

LEGEND:







1

2A

2B

3

4

5

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1


3/16" = 1'-0"

INDICATES NEW

CONCRETE REPAIR

#1/A-601.00 #2/A-601.00 #3/A-601.00

REFERENCE PLAN

2

SHELL ROOM, POWDER ROOM, & STORE ROOM RCP

1/8" = 1'-0"

#1/A-602.00

#2/A

-602

.00

SOUTH SHELL ROOM:

REMOVE EXISTING TRACK SUPPORTS

AND PROVIDE NEW SUPPORTS IN KIND.

(TYP. OF 25)



TRACK AT CORRIDOR CEILING. LOCATE

RESTORED TRACK AT ORIGINAL

LOCATION.

ADD ALTERNATE: PROVIDE PRICING FOR

RESTORATION OF ADDITIONAL TRACK

PER LINEAR FOOT.

SOUTH POWDER ROOM:

REMOVE AND SALVAGE

EXISTING LIGHT FIXTURES.


FOR ≈ 3 LIN. FT.


FOR ≈ 3 SQ. FT.


FOR ≈ 8 SQ. FT.

INDICATES AREAS NOT


SOUTH CASEMATE:

PHOTO DOCUMENT, RECORD

LOCATIONS, REMOVE AND

SALVAGE ALL EXISTING METAL

FASTENERS, WIRES, AND ALL

ASSOCIATED EQUIPMENT

FROM CEILING.

PREPARE FOR AND PROVIDE

SKIM COAT OF CONCRETE AT

ENTIRE CEILING.

TYPE 4 REPAIR: ALLOW FOR ≈

510 SQ. FT.

NORTH SHELL ROOM:

REMOVE EXISTING

TRACK SUPPORTS AND

PROVIDE NEW

SUPPORTS IN KIND.

(TYP. OF 25)

NORTH POWDER ROOM:

REMOVE AND SALVAGE

EXISTING LIGHT

FIXTURES.

A-602

CORRIDOR

REFLECTED

CEILING PLAN

(PART 2)

13'-0

" ℄

8'-0" ℄

20'-0" ℄

12'-6

" ℄

9'-0" ℄

12'-3

" ℄

6'-0" ℄

12'-3

" ℄

2'-0" ℄

16'-0

" ℄

20'-0" ℄(TYP.)

5'-078" ℄

≈ 3'-9" ℄

(TYP

.)

4'-0" ℄

5'-0"

℄

5'-10" ℄(TYP.)

5'-0"

℄(T

YP.)

2'-6" ℄

2'-3"

℄

8'-1" ℄(TYP.) 6'-

0" ℄

(TYP

.)

7'-6"

℄(TYP

.)

13'-1" ℄(TYP.)

12'-6

" ℄(TYP

.)

11'-11" ℄

S4'-0"

℄12'-53

8" ℄(TYP.)

10'-2

3 8" ℄(TYP

.)10

'-33 8" ℄

(TYP

.)

S

10'-0" ℄(TYP.) 9'-

0" ℄

(TYP

.)

S S

Drawing Title

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RCP - LIGHTING PLAN NORTH

3/32" = 1'-0"

NOTES:

1. REFER TO SPECIFICATIONS FOR LIGHT FIXTURE

INFORMATION.

2. REFER TO SHEETS A-601/602 FOR CEILING REPAIR

INFORMATION.

3. ALLOW FOR FOUR (4) REFLECTORS AT CORRIDOR.

4. ALLOW FOR NINE (9) REFLECTORS AT POWDER ROOMS

(TYP.).

REFERENCE PLAN

LEGEND:

SINGLE CEILING-MOUNTED LIGHT FIXTURE

SINGLE CEILING-MOUNTED LIGHT FIXTURE WITH

REFLECTOR - REFER TO RESPECTIVE DIRECTION

ARROW

SWITCH

LIGHTING CONDUIT

#1/A-603.00 #1/A-604.00

A-603

LIGHTING PLAN

(PART 1)

S

ALLOW FOR INSTALLATION OFREFLECTORS AT TWO (2)LIGHT FIXTURES IN BAY 13.(TYP.)

LIGHT CONDUITS CONTINUETO ELECTRICAL PANEL.

ALL LIGHT FIXTURES MUST BEPERFECTLY ALIGNED FROMN-S ALONG CORRIDOR. NOVARIATION IN DIMENSIONSOFF OF EAST WALL WILL BEPERMITTED.

8'-0" ℄

20'-0" ℄

12'-6

" ℄

10'-0" ℄(TYP.)9'-

0" ℄

(TYP

.)

12'-538" ℄

(TYP.)

10'-2

3 8" ℄(TYP

.)10

'-33 8" ℄

(TYP

.)

≈ 3'-9" ℄

(TYP

.)

8'-1" ℄(TYP.) 6'-

0" ℄

(TYP

.)

7'-6"

℄(TYP

.)

13'-1" ℄(TYP.)

12'-6

" ℄(TYP

.)

11'-11" ℄

S S

S

20'-0" ℄(TYP.)

5'-078" ℄

Drawing Title

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RCP - LIGHTING PLAN SOUTH

3/32" = 1'-0"

NOTES:

1. REFER TO SPECIFICATIONS FOR LIGHT FIXTURE

INFORMATION.

2. REFER TO SHEETS A-601/602 FOR CEILING REPAIR

INFORMATION.

3. ALLOW FOR FOUR (4) REFLECTORS AT CORRIDOR.

4. ALLOW FOR NINE (9) REFLECTORS AT POWDER ROOMS

(TYP.).

REFERENCE PLAN

#1/A-603.00 #1/A-604.00

A-604

LIGHTING PLAN

(PART 2)

LEGEND:

SINGLE CEILING-MOUNTED LIGHT FIXTURE

SINGLE CEILING-MOUNTED LIGHT FIXTURE WITH

REFLECTOR - REFER TO RESPECTIVE DIRECTION

ARROW

SWITCH

LIGHTING CONDUIT

S

ALLOW FOR INSTALLATION OFREFLECTORS AT TWO (2)LIGHT FIXTURES IN BAY 1.(TYP.)

PROVIDE CONDUITEXTENSION WITH CAP FORFUTURE ELECTRICALCONNECTION.

ALL LIGHT FIXTURES MUST BEPERFECTLY ALIGNED FROMN-S ALONG CORRIDOR. NOVARIATION IN DIMENSIONSOFF OF EAST WALL WILL BEPERMITTED.

PROJECT OVERVIEW BATTERY LEWIS RESTORATION PHASE … · building protection; ... 260 West 35th...

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