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 37 th 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]
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PROJECT OVERVIEW BATTERY LEWIS RESTORATION PHASE … · building protection; ... 260 West 35th Street, Suite 501 Mechanical Engineer: Loring Engineers New York, New York 10007
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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]
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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805 N
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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"
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
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YP.
1" T
YP.
Drawing Title
Date:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
BA
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Hartshorne W
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Monm
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ystem
805 N
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Lincroft, N
J 07738
1
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.
HEAT AND STRAIGHTEN BENT PICKET
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
HEAT AND STRAIGHTEN BENT 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.
No. Date Description
23 APRIL 2015
BA
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OR
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N - P
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Hartshorne W
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Monm
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805 N
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oad
Lincroft, N
J 07738
1
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)
HEAT AND STRAIGHTEN BENT PICKET
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.
HEAT AND STRAIGHTEN BENT PICKET
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
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23 APRIL 2015
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Lincroft, N
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1
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"
PROVIDE NEW GATE HOLDBACKS(TWO (2) FOR EACH GATE ASSEMBLY ATCORRIDOR, MECHANICAL AREA,AND UTILITY ROOMS)REFER TO 2/A-405
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
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Revisions
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23 APRIL 2015
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1
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"
PROVIDE NEW GATE HOLDBACKS(TWO (2) FOR EACH GATE ASSEMBLY ATCORRIDOR, MECHANICAL AREA,AND UTILITY ROOMS)REFER TO 2/A-405
9
DROP PIN DETAIL
SCALE: 6"=1'-0"
Drawing Title
Date:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
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1
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)
SCALE: 3/4"=1'-0" (DOOR TYPE 3)
3
ELEVATION - POWDER ROOM DOORS (INTERIOR SIDE)
SCALE: 3/4"=1'-0" (DOOR TYPE 2)
4
ELEVATION - POWDER ROOM DOORS (CORRIDOR SIDE)
SCALE: 3/4"=1'-0" (DOOR TYPE 2)
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:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
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Lincroft, N
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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.
℄
Drawing Title
Date:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
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805 N
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Lincroft, N
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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
REINSTALL ≈ 65' OF RESTORED CEILING
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"
Drawing Title
Date:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
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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.
Drawing Title
Date:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
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Lincroft, N
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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:
1. FOR A DETAILED CONCRETE AND METAL REPAIR SCOPE
REFER TO SHEET A-401.
2. PHOTO DOCUMENT, RECORD LOCATIONS, REMOVE AND
SALVAGE ALL UNUSED METAL FASTENERS, ANCHORS, AND
ALL ASSOCIATED HARDWARE BEFORE BEGINNING REPAIR
WORK.
3. ALL TAGS DENOTE A SINGLE INSTANCE OF REPAIR UNLESS
STATED OTHERWISE.
4. REMOVE ALL EXISTING UNUSED LIGHT FIXTURES AND
ASSOCIATED CONDUITS IN CORRIDOR, SHELL ROOMS,
POWDER ROOMS, AND POWER ROOM.
5. POWER ROOM OUTSIDE REPAIR SCOPE. FOR LIGHTING
SCOPE AT POWER ROOM REFER TO A-603/604.
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:
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
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
Drawing Title
Date:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
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Hartshorne W
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805 N
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Lincroft, N
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1
BAYS 13-10: CORRIDOR RCP
3/16" = 1'-0"
INDICATES NEW
CONCRETE REPAIR
2
BAYS 9-6: CORRIDOR RCP
3/16" = 1'-0"
#1/A-601.00 #2/A-601.00 #3/A-601.00
REFERENCE PLAN
3
BAYS 6-2: CORRIDOR RCP
3/16" = 1'-0"
#1/A-602.00
INDICATES AREAS NOT
WITHIN PROJECT SCOPE
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:
1. FOR A DETAILED CONCRETE AND METAL REPAIR SCOPE
REFER TO SHEET A-401.
2. PHOTO DOCUMENT, RECORD LOCATIONS, REMOVE AND
SALVAGE ALL UNUSED METAL FASTENERS, ANCHORS, AND
ALL ASSOCIATED HARDWARE BEFORE BEGINNING REPAIR
WORK.
3. ALL TAGS DENOTE A SINGLE INSTANCE OF REPAIR UNLESS
STATED OTHERWISE.
4. REMOVE ALL EXISTING UNUSED LIGHT FIXTURES AND
ASSOCIATED CONDUITS IN CORRIDOR, SHELL ROOMS,
POWDER ROOMS, AND POWER ROOM.
5. POWER ROOM OUTSIDE REPAIR SCOPE. FOR LIGHTING
SCOPE AT POWER ROOM REFER TO A-603/604.
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:
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
Date:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
BA
TT
ER
Y LE
WIS
RE
ST
OR
AT
IO
N - P
HA
SE
2
Hartshorne W
oods P
ark, H
ighlands, N
J
Monm
outh C
ounty P
ark S
ystem
805 N
ew
man S
prings R
oad
Lincroft, N
J 07738
1
BAYS 2-1: CORRIDOR RCP
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)
TYPE 1 REPAIR: ALLOW FOR ≈ 30 LIN. FT.
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.
SOUTH POWDER ROOM:
REMOVE AND SALVAGE
EXISTING LIGHT FIXTURES.
TYPE 1 REPAIR: ALLOW
FOR ≈ 3 LIN. FT.
TYPE 2B REPAIR: ALLOW
FOR ≈ 3 SQ. FT.
TYPE 4 REPAIR: ALLOW
FOR ≈ 8 SQ. FT.
INDICATES AREAS NOT
WITHIN PROJECT SCOPE
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
Date:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
BA
TT
ER
Y LE
WIS
RE
ST
OR
AT
IO
N - P
HA
SE
2
Hartshorne W
oods P
ark, H
ighlands, N
J
Monm
outh C
ounty P
ark S
ystem
805 N
ew
man S
prings R
oad
Lincroft, N
J 07738
1
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
Date:
Revisions
Drawing No.
No. Date Description
23 APRIL 2015
BA
TT
ER
Y LE
WIS
RE
ST
OR
AT
IO
N - P
HA
SE
2
Hartshorne W
oods P
ark, H
ighlands, N
J
Monm
outh C
ounty P
ark S
ystem
805 N
ew
man S
prings R
oad
Lincroft, N
J 07738
1
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.