19.05.01_USMMA_O'Hara_Hall_Pool_-_100__CD_Combined_Set.pdf
PDF 8 MB Posted
- Attached to
- O'Hara Hall Pool Project Federal contract opportunity
- Solicitation number
- 693JF719B000004
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Construction Documents
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| File | Type | Posted |
|---|---|---|
| Abstract_of_Offers_p.2.pdf | ||
| Abstract_of_Offers_p.1.pdf | ||
| Bid_Result.pdf | ||
| Responses_to_Questions.pdf | ||
| Amendment_2.pdf | ||
| Amendment_1.pdf | ||
| 19.05.01_USMMA_O'Hara_Hall_Pool_-_100__CD_Specifications.pdf | ||
| 693JF719B000004_-_OHARA_HALL_POOL.pdf | ||
| SOW_-_OHara_Hall_Pool_Upgrade_Construction.pdf | ||
| Picture_File.pdf |
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Text version
UNITED STATES OF AMERICA DEPARTMENT OF TRANSPORTATION
NUMBER
O'HARA HALL POOL UPGRADE
INDEX OF DRAWINGS
300 Steamboat Rd. Kings Point, NY 11024
SITE MAPAREA MAP
CS
A-101
A-102
S-01
S-02
S-03
S-04
S-05
S-06
S-07
S-08
S-09
M-101
M-102
M-401
M-501
M-701
COVER SHEET
ARCHITECTURAL DEMO & NEW WORK PLANS
ARCHITECTURAL DETAILS & SCHEDULES
SPALL REPAIR PLAN & DETAIL (FILTER ROOM)
DIVING BOARD REPLACEMENT PLAN (POOL AREA)
DEMOLITION PLANS FOR STAIR #4
PROPOSED PLANS FOR STAIR #4
PIPE TUNNEL FLOOR PLAN
CRACKS & EFFLORESCENCE ON POOL WALL-1
CRACKS & EFFLORESCENCE ON POOL WALL-2
CRACKS & EFFLORESCENCE ON POOL WALL-3
REPAIR DETAILS
MECHANICAL DEMOLITION DRAWINGS
MECHANICAL NEW WORK DRAWINGS
PIPING & INSTRUMENTATION DIAGRAMS
MECHANICAL DETAILS
MECHANICAL SCHEDULE
100% CONSTRUCTION DOCUMENTS
CS
REFER SITE MAP FOR
MORE DETAILS
PROJECT SITE
DRAWING TITLE STAGE
DATE:
P l a n
N o
S c a l e
P l a n
D a t e
P r o j e c t
C l i e n t
C o l l a b o r a t e
A r c h i t e c t
E n g i n e e r
S t a g e
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R e v i s i o n
D w g
I n f o
DRAWN BY: CHK BY:
ROBERT BENSON, P.E.
N.Y. License: 085477-1
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com
Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
CS
ARCH E1
BT
RB
COVER SHEET
DN
7 8 9
B.2 C.2
'-1
11 2"
18'-9"18'-9"
FLOOR DRAINS, SEE
MECHANICAL DWGS FOR
WORK INFORMATION
NEW DIVING BOARD IN
EXISTING LOCATION, SEE
STRUCTURAL DWGS24
'-1 11 2"
5'-4" 22'-8"
'-6
1 2"
28'-0"
2'-6" x 2'-6" ACCESS DOOR
(MOSAIC TILE FINISH) TO
SURGE TANK BELOW
NEW DIVING BOARD IN
EXISTING LOCATION, SEE
STRUCTURAL DWGS
NEW SINGLE-COURSE CMU
CURB AND STONE CAP TO
MATCH EXISTING
NEW STAIR SYSTEM, REFER
TO STRUCTURAL DWGS
NEW 1" X 1" PORCELAIN
MOSAIC TILE TO MATCH
EXISTING, CONTRACTOR
SHALL SUBMIT MATERIAL
FOR APPROVAL (±1,000 SF)
7 8 9
B.2 C.2
'-1
11 2"
18'-9"18'-9"
EXISTING 1" X 1" PORCELAIN
MOSAIC TILE TO BE REPLACED
IN KIND, SEE NEW WORK DWGS
EXISTING DIVING BOARD TO BE
REPLACED, SEE NEW WORK
AND STRUCTURAL DWGS
EXISTING DIVING BOARD TO BE
REPLACED, SEE NEW WORK
AND STRUCTURAL DWGS
EXISTING CMU CURB AND
STONE CAP TO BE REMOVED
AND REPLACED IN KIND
EXISTING METAL PAN AND
CONCRETE STAIRS TO BE
REMOVED AND REPLACED IN
KIND, SEE STRUCTURAL DWGS
EXISTING CMU CURB AND
STONE CAP TO BE REMOVED
DOWN TO EXISTING SLAB
EXISTING
EQMT TO BE
REMOVED
UP
7 8
FILTER ROOM
'-1
11 2"
18'-9"
B.2
UP C0C
NEW STAIR SYSTEM, REFER
TO STRUCTURAL DWGS
NEW 6" CMU
WALL IN EXISTING
LOCATION, SEE
WALL SCHD. ON
A-102, FINISH W/
PAINT TO MATCH
EXISTING, SEE
STR. DWGs FOR
MORE INFO
C0C
7 8
FILTER ROOM
'-1
11 2"
18'-9"
B.2
EXISTING METAL PAN AND
CONCRETE STAIRS TO BE
REMOVED AND REPLACED IN
KIND, SEE STRUCTURAL DWGS
EXISTING WALL
TO BE REMOVED
DATE:
P l a n
N o
S c a l e
P l a n
D a t e
P r o j e c t
C l i e n t
C o l l a b o r a t e
A r c h i t e c t
E n g i n e e r
S t a g e
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R e v i s i o n
D w g
I n f o
DRAWN BY: CHK BY:
ROBERT BENSON, P.E.
N.Y. License: 085477-1
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com
Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
A-101
ARCH E1
BT
RB
ARCHITECTURAL DEMO
& NEW WORK PLANS
ARCHITECTURAL NEW WORK DRAWING - POOL DECK 0
SCALE : 3/8" = 1'-0"
16" 32" 64"
A-101 8"
PLAN VIEW
2ARCHITECTURAL DEMOLITION DRAWING - POOL DECK 0
SCALE : 3/8" = 1'-0"
16" 32" 64"
A-101 8"
PLAN VIEW
ARCHITECTURAL NEW WORK DRAWING - FILTER ROOM 0
SCALE : 3/8" = 1'-0"
16" 32" 64"
A-101 8"
PLAN VIEW
4ARCHITECTURAL DEMOLITION DRAWING - FILTER ROOM 0
SCALE : 3/8" = 1'-0"
16" 32" 64"
A-101 8"
PLAN VIEW
A-102
TYP. ALL DRAINS
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text N
ALL UNDERWATER LIGHT FIXTURES, PIPES AND
INSTRUMENTS SHALL BE REPLACED IN-KIND,
CONTRACTOR TO VERIFY FINAL AMOUNTS,
CONTRACTOR SHALL JACKHAMMER AND CHISEL OUT
EVERY PENETRATION AND THEN RE-INSTALL THE
LIGHT FIXTURE, PIPE, INSTRUMENT, OR FITTING
FILTER ROOM SURGE
TANK
CONTRACTOR TO REPLACE EXISTING UNDERWATER
WINDOWS WITH SAME SIZE (TYP. OF 2 WINDOWS),
BASIS OF DESIGN: "NATARE CORPORATION
UNDERWATER WINDOWS",
CONTRACTOR TO VERIFY EXISTING ROUGH OPENINGS
AND CONFIRM SIZE AND WATER DEPTH AGAINST
MANUFACTURER'S LISTED TOLERANCES,
REFER TO STRUCTURAL DWGS FOR WINDOW
OPENING REPAIR INFORMATION
REFER TO STRUCTURAL DWGS FOR POOL REPAIR DETAILS
TYP. EXST. POOL LIGHTING, CONTRACTOR TO VERIFY QTY.
TYP. EXST. PIPE PENETRATION (PIPING SHOWN
DIAGRAMMATICALLY), CONTRACTOR TO VERIFY QTY.
DATE:
P l a n
N o
S c a l e
P l a n
D a t e
P r o j e c t
C l i e n t
C o l l a b o r a t e
A r c h i t e c t
E n g i n e e r
S t a g e
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R e v i s i o n
D w g
I n f o
DRAWN BY: CHK BY:
ROBERT BENSON, P.E.
N.Y. License: 085477-1
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com
Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
A-102
ARCH E1
BT
RB
ARCHITECTURAL
DETAILS & SCHEDULES
DATE:
P l a n
N o
S c a l e
P l a n
D a t e
P r o j e c t
C l i e n t
C o l l a b o r a t e
A r c h i t e c t
E n g i n e e r
S t a g e
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R e v i s i o n
D w g
I n f o
DRAWN BY: CHK BY:
ROBERT BENSON, P.E.
N.Y. License: 085477-1
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com
Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
A-102
ARCH E1
BT
RB
A-102
12'6'4'2'0
SCALE : 1/8" = 1'-0"PLAN VIEW
1 POOL PLAN
A-102
A-102
A-102 N.T.S.
2 MANUFACTURER'S INSTALLATION DETAIL (UNDERWATER WINDOWS)
1. IF ANY ASBESTOS CONTAINING MATERIALS ARE DISCOVERED DURING THE COURSE OF DEMOLITION OR CONSTRUCTION, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE GOVERNMENT.
2. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL, TRANSPORTATION AND SUPERVISION IN THE PERFORMANCE OF ALL TASKS DETAILED IN THE CONSTRUCTION DOCUMENTS AND ANY SUPPLEMENTAL STATEMENTS OF WORK.
3. THE CONTRACTOR WILL ENSURE ALL MATERIALS AND PARTS ARE COMPATIBLE WITH THE SPECIFIED EQUIPMENT.
4. CONTRACTOR SHALL ENSURE THAT ALL SYSTEMS WILL BE CHECKED, TESTED AND STARTED.
5. ALL WORK IS TO CONFORM TO FEDERAL, STATE AND LOCAL BUILDING REGULATIONS AND CODES.
6. MAINTAIN A WORK AREA COMPLIANT WITH FEDERAL SAFETY STANDARDS.
7. AREA WORKED ON SHALL BE CLEANED AND SECURED ON A DAILY BASIS.
8. ANY DAMAGE TO EXISTING FACILITIES OR APPURTENANCES SHALL BE REPAIRED OR REPLACED IN KIND, BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE GOVERNMENT.
9. EXAMINE EXISTING CONDITIONS PRIOR TO ANY REPAIR ACTIVITIES, A SITE VISIT MAY BE SCHEDULED TO INSPECT THE SITE WHERE
SERVICES ARE TO BE PERFORMED.
10. EXCESS MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE ORDINANCES.
11. NO VEHICLES SHALL BE DRIVEN ON THE SIDEWALKS OR GRASS. UNLESS GRANTED SPECIFIC EXCEPTION DUE TO SITE ACCESS
LIMITATIONS. REPAIR OF LANDSCAPE, IF ANY, WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
12. MAKE EVERY EFFORT TO MINIMIZE THE IMPACT TO THE DAILY ROUTINE OF THE ACADEMY.
13. CONTRACTORS SHALL BE LICENSED, BONDED AND INSURED AS MANDATED BY FEDERAL, STATE AND LOCAL MUNICIPAL
REGULATIONS.
14. THE CONTRACTOR SHALL PROVIDE A SIGNED WARRANTY OF ANY DAMAGE, DEFECTIVE MATERIAL AND IMPROPER WORKMANSHIP ON
ANY MATERIAL PROVIDED IN THIS CONTRACT.
15. MATERIALS AND LABOR TO BE WARRANTED FOR A MINIMUM OF ONE YEAR AFTER COMPLETION OF INSTALLATION, AND EQUIPMENT TO
BE WARRANTED PER MANUFACTURER.
GENERAL NOTES:PARTITION TYPE C0 – CMU WALL
TYPE WIDTH INSUL. FIRE SOUND HEIGHT NOTES
BLOCK (NOM.) OVERALL Y/N RATING TEST RATING TEST
C0A 4" 3-5/8"
C0B 4" 3-5/8" GROUT-FILLED
C0C 6" 5-5/8"
C0D 6" 5-5/8" 2-HR UL U906 GROUT-FILLED
C0E 8" 7-5/8"
C0F 8" 7-5/8" 2-HR UL U906 GROUT-FILLED
8"
8"
8"
1"
HEAD
PLAN
BASE
CMU (SEE SCHEDULE)
CONNECT TO SLAB / DECK
ABOVE PER STR. DWGs
@ C0A, C0B @ C0C, C0D @ C0E, C0F
MOSAIC TILE FLOOR
(SEE A-101 FLOOR PLAN)
NEW PIPE SEAL GASKET
(TY-SEAL ATTACHMENT)
WATERPROOF MEMBRANE
(RE-SEAL TO NEW DRAINS)
CEMENT BED FOR TILE
EXISTING STRUCTURAL SLAB
EXISTING TOPPING SLAB
SEE 3/M-501 FOR SPECIFICS
ON FLOOR DRAIN
A-102 N.T.S.SECTION VIEW
3 FLOOR DRAIN INSTALLATION DETAIL
PICTURE - 1 PICTURE - 2
SPALL REPAIR BEAM
PLAN
SPALL REPAIR SLAB
DATE:
P la n N o.
S ca le
P la n:
D at e:
P ro je ct
C lie nt
C ol la bo ra te
A rc hi te ct
E ng in ee r:
S ta ge
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R ev is io n:
D w g
In fo
: DRAWN BY: CHK BY:
GEORGE ASSIS, PH.D., P.E.
N.Y. License: 073077
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
S-01
ARCH E1
Engineers
KSE
Construction Managers
Phone: (973)623-2999, Fax: (973)623-2988 494 Broad Street, 4th Floor, Newark, N.J. 07102
KS ENGINEERS, P.C.
Surveyors
FILTER ROOM PARTIAL ROOF PLAN
(SPALL LOCATION)
SPALL REPAIR PLAN &
DETAIL (FILTER ROOM)
VS/MP SC
AutoCAD SHX Text
EDGE OF EXISTING POOL
AutoCAD SHX Text
EXISTING SURGE TANK
AutoCAD SHX Text EXISTING 24"x24" CONCRETE BEAM
AutoCAD SHX Text DEEP SPALL (2'-0"x8"x8")
AutoCAD SHX Text
#7 @ 1'-0" (SHORT SPAN)
AutoCAD SHX Text
#4 @ 6" (LONG SPAN)
AutoCAD SHX Text EXISTING 24"x24" CONCRETE BEAM
AutoCAD SHX Text
UP
AutoCAD SHX Text
DN
AutoCAD SHX Text
SEE PICTURE - 2
AutoCAD SHX Text
SEE PICTURE - 1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B.2
AutoCAD SHX Text C.2
AutoCAD SHX Text
DETERIORATED SPALLED AREA TO BE CLEANED TO SOUND CONCRETE
AutoCAD SHX Text
1'' SQUARED EDGE (TYP.)
AutoCAD SHX Text
CONCRETE REPAIR
AutoCAD SHX Text
SOUND CONCRETE LINE
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
AutoCAD SHX Text .5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1 "=1'-0"12"=1'-0"
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING SPALL OR HOLLOW AREA
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text
EXISTING REINFORCEMENT
AutoCAD SHX Text
SOUND CONCRETE AREA
AutoCAD SHX Text
REPLACEMENT REINFORCING STEEL (LAP TO EXIST.) (TYP.)
AutoCAD SHX Text
4'-0" (LAP LENGTH) (TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text OUTLINE REPAIR AREA WITH 1" DEEP SAWCUT, REPAIR SHALL BE EXTENDED FULL DISTANCE BETWEEN SAWCUTS
AutoCAD SHX Text
CONCRETE REPAIR
AutoCAD SHX Text
OXIDIZED (CORRODED) BARS
AutoCAD SHX Text
SECTION
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
CLEAN EXPOSED REINFORCEMENT TO BARE STEEL AND COAT WITH EPOXY IMMEDIATELY
AutoCAD SHX Text REMOVE ALL UNSOUND CONCRETE AND EXPOSE ALL CORRODED REINFORCEMENT STEEL AND REPLACE WITH OVERHEAD/VERTICAL PATCHING MATERIAL OR SHORTCRETE
AutoCAD SHX Text
SAWCUT 1" (TYP.)
AutoCAD SHX Text
AutoCAD SHX Text .5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1 "=1'-0"12"=1'-0"
AutoCAD SHX Text
1. CONTRACTOR SHALL REMOVE ALL DETERIORATED CONCRETE CONTRACTOR SHALL REMOVE ALL DETERIORATED CONCRETE IDENTIFIED BY SOUNDING TECHNIQUE. 2. CHAMFER EXTERIOR CORNERS WHEN REPAIRING A SPALL CHAMFER EXTERIOR CORNERS WHEN REPAIRING A SPALL LOCATED ON A CORNER. THE EXISTING CHAMFER IS TO BE MAINTAINED 3. CONTRACTOR SHALL COMPLETELY REMOVE ALL EXISTING CONTRACTOR SHALL COMPLETELY REMOVE ALL EXISTING ANCHOR BOLTS IN THE 3 METER DIVING AREA. FLUSH CUTTING THE BOLT IS NOT ACCEPTABLE. THESE BOLTS ARE APPROXIMATELY 4 " INCHES LONG. THE CONCRETE SLAB 12" INCHES LONG. THE CONCRETE SLAB SHALL BE REPAIRED IN ORDER TO PROVIDE A SOLID SUBSTRATE FOR THE NEW ANCHOR BOLTS. 4. THE ANCHOR BOLTS AROUND THE LOW DIVING BOARD CAN THE ANCHOR BOLTS AROUND THE LOW DIVING BOARD CAN BE CUT 1" BELOW THE TILE.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: "=1'-0"14"=1'-0"
DATE:
P la n N o.
S ca le
P la n:
D at e:
P ro je ct
C lie nt
C ol la bo ra te
A rc hi te ct
E ng in ee r:
S ta ge
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R ev is io n:
D w g
In fo
: DRAWN BY: CHK BY:
GEORGE ASSIS, PH.D., P.E.
N.Y. License: 073077
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
S-02
ARCH E1
Engineers
KSE
Construction Managers
Phone: (973)623-2999, Fax: (973)623-2988 494 Broad Street, 4th Floor, Newark, N.J. 07102
KS ENGINEERS, P.C.
Surveyors
DEMOLITION PLAN FOR PARTIAL POOL AREA PROPOSED PLAN FOR PARTIAL POOL AREA
DIVING BOARD
REPLACEMENT PLAN
(POOL AREA)
VS SC
AutoCAD SHX Text
3 METER BOARD
AutoCAD SHX Text
1 METER BOARD
AutoCAD SHX Text
EXISTING POOL
AutoCAD SHX Text
UP
AutoCAD SHX Text
DN
AutoCAD SHX Text 11'-5"
AutoCAD SHX Text 11'-5"
AutoCAD SHX Text 8'-10"
AutoCAD SHX Text 8'-10"
AutoCAD SHX Text
EXISTING HATCH TO REMAIN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B.2
AutoCAD SHX Text C.2
AutoCAD SHX Text
9 UP R@7.5
AutoCAD SHX Text
9 UP R@7.5
AutoCAD SHX Text
NEW CONCRETE PEDESTAL
AutoCAD SHX Text
1 METER BOARD
AutoCAD SHX Text
3 " MIN.12" MIN.
AutoCAD SHX Text
3 " MIN.12" MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text
EDGE OF POOL
AutoCAD SHX Text
EDGE OF PEDESTAL
AutoCAD SHX Text EXISTING 24"x24" CONCRETE BEAM
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text EXISTING 24"x24" CONCRETE BEAM
AutoCAD SHX Text
NEW CONCRETE PEDESTAL
AutoCAD SHX Text
WATER LEVEL
AutoCAD SHX Text 2'-2"
AutoCAD SHX Text 2'-2"
AutoCAD SHX Text
ANCHOR LOCATION SIZE AND EMBEDMENT PER MANUFACTURER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3 " MIN.12" MIN.
AutoCAD SHX Text
3 " MIN.12" MIN.
AutoCAD SHX Text
SURGE TANK
AutoCAD SHX Text
EDGE OF PEDESTAL
AutoCAD SHX Text
EDGE OF POOL
AutoCAD SHX Text
ROUGHEN EXISTING CONCRETE AND APPLY BONDING AGENT
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
(6)#5 (U BARS)
AutoCAD SHX Text
DRILL HOLE 6" DEEP CLEAN AND GROUT BAR IN EPOXY (TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B.2
AutoCAD SHX Text C.2
AutoCAD SHX Text
OF EXISTING BEAM/BOARD
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NEW CONCRETE PEDESTAL
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1 METER BOARD
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OF EXISTING BEAM/BOARD
AutoCAD SHX Text EXISTING 24"x24" CONCRETE BEAM TO REMAIN
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EXISTING HATCH TO REMAIN
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1. CONTRACTOR SHALL COMPLETELY REMOVE ALL EXISTING CONTRACTOR SHALL COMPLETELY REMOVE ALL EXISTING ANCHOR BOLTS IN THE 3 METER DIVING AREA. FLUSH CUTTING THE BOLT IS NOT ACCEPTABLE. THESE BOLTS ARE APPROXIMATELY 4 " INCHES LONG. THE CONCRETE SLAB 12" INCHES LONG. THE CONCRETE SLAB SHALL BE REPAIRED IN ORDER TO PROVIDE A SOLID SUBSTRATE FOR THE NEW ANCHOR BOLTS. 2. THE ANCHOR BOLTS AROUND THE LOW DIVING BOARD CAN THE ANCHOR BOLTS AROUND THE LOW DIVING BOARD CAN BE CUT 1" BELOW THE TILE.
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SCALE: "=1'-0"14"=1'-0"
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UP
DN
DEMOLITION PLAN (FILTER ROOM STAIR) DEMOLITION PLAN (POOL DECK FLOOR STAIR)
DEMOLITION PLANS FOR
STAIR #4
DATE:
P la n N o.
S ca le
P la n:
D at e:
P ro je ct
C lie nt
C ol la bo ra te
A rc hi te ct
E ng in ee r:
S ta ge
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R ev is io n:
D w g
In fo
: DRAWN BY: CHK BY:
GEORGE ASSIS, PH.D., P.E.
N.Y. License: 073077
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
S-03
ARCH E1
Engineers
KSE
Construction Managers
Phone: (973)623-2999, Fax: (973)623-2988 494 Broad Street, 4th Floor, Newark, N.J. 07102
KS ENGINEERS, P.C.
Surveyors
VS/MP SC
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text
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EXISTING COLUMN TO REMAIN
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INTERMEDIATE LANDING TO REMAIN
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AutoCAD SHX Text B
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9 UP R@7.5
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4 UP R@7.5
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EXISTING W10X17 TO REMAIN (-11")
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EXISTING W8 TO REMAIN (-11")
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EXISTING W8 TO REMAIN (-11")
AutoCAD SHX Text EXISTING W8x17 TO REMAIN (-11")
AutoCAD SHX Text EXISTING W10x17 TO REMAIN (-11")
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EXISTING COLUMN TO REMAIN
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9 UP R@7.5
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9 UP R@7.5
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EXISTING W8 TO REMAIN (-11")
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EL. 45'-6"
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SECTION
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SCALE: "=1'-0"12"=1'-0"
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EL. 43'-0"
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POOL FFL LEVEL EL. 56'-6"
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EXISTING C12 TO BE DEMOLISHED
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EXISTING STEEL TO BE REMOVED
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SECTION
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SCALE: "=1'-0"12"=1'-0"
AutoCAD SHX Text EXISTING W10x17 TO REMAIN
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EXISTING CMU WALL TO BE REMOVED
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EXISTING MASONRY WALL TO REMAIN
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INTERMEDIATE LANDING TO REMAIN
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EXISTING C12 TO BE REMOVED
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DEMOLITION
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LEGEND:
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EXISTING INTERMEDIATE LANDING TO BE REMOVED
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EL. 45'-6"
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SECTION
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SCALE: "=1'-0"12"=1'-0"
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FILTER ROOM
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EL. 43'-0"
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EL. 56'-6"
AutoCAD SHX Text EXISTING W10x17 TO REMAIN
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EXISTING CMU WALL TO BE REMOVED
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EXISTING C12 TO BE REMOVED
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EXISTING STEEL TO BE REMOVED
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EXISTING C12 TO BE DEMOLISHED
AutoCAD SHX Text EXISTING W10x17 TO REMAIN
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EXISTING STAIR AND HANDRAIL TO BE REMOVED
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SCALE: "=1'-0"12"=1'-0"
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SCALE: "=1'-0"12"=1'-0"
UP
87 26 87 26
B.2
826 826
B.2
FILTER ROOM STAIR PLAN POOL DECK FLOOR STAIR PLAN
PROPOSED PLANS FOR
STAIR #4
DATE:
P la n N o.
S ca le
P la n:
D at e:
P ro je ct
C lie nt
C ol la bo ra te
A rc hi te ct
E ng in ee r:
S ta ge
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R ev is io n:
D w g
In fo
: DRAWN BY: CHK BY:
GEORGE ASSIS, PH.D., P.E.
N.Y. License: 073077
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
S-04
ARCH E1
Engineers
KSE
Construction Managers
Phone: (973)623-2999, Fax: (973)623-2988 494 Broad Street, 4th Floor, Newark, N.J. 07102
KS ENGINEERS, P.C.
Surveyors
VS SC
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text
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EXISTING COLUMN
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NEW W12 (316L)
AutoCAD SHX Text NEW HSS 4x4 (316L)
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4 UP R@7.5
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9 UP R@7.5
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INTERMEDIATE LANDING
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NEW C12 (316L)
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DETAIL 1
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+8"-0" FROM FILTER ROOM ELEVATION
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+8"-0" FROM FILTER ROOM ELEVATION
AutoCAD SHX Text NEW 12"x12" THICKENED SLAB
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NEW C12 (316L)
AutoCAD SHX Text S
AutoCAD SHX Text B
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AutoCAD SHX Text S
AutoCAD SHX Text C
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EXISTING W10X17 (-11")
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EXISTING W8 (-11")
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EXISTING W8 (-11")
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EXISTING W8 (-11")
AutoCAD SHX Text EXISTING W8x17 (-11")
AutoCAD SHX Text EXISTING W10x17 (-11")
AutoCAD SHX Text EXISTING W10x17 (-11")
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EXISTING COLUMN
AutoCAD SHX Text S
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9 UP R@7.5
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9 UP R@7.5
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EL. 45'-6"
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SECTION
AutoCAD SHX Text S
AutoCAD SHX Text A
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SCALE: "=1'-0"12"=1'-0"
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EL. 43'-0"
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POOL FFL LEVEL EL. 56'-6"
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NEW C12 (316L)
AutoCAD SHX Text NEW W12x58 (316L)
AutoCAD SHX Text EXISTING W10x17
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SECTION
AutoCAD SHX Text S
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SCALE: "=1'-0"12"=1'-0"
AutoCAD SHX Text EXISTING W10x17
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NEW 6" CMU WALL
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EXISTING MASONRY WALL
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EXISTING INTERMEDIATE LANDING
AutoCAD SHX Text 5"
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NEW
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EXISTING
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LEGEND:
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STAINLESS STEEL
AutoCAD SHX Text S.S.
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NEW C12 (316L) (PER STAIR MANUFACTURER)
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EL. 45'-6"
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SECTION
AutoCAD SHX Text S
AutoCAD SHX Text B
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SCALE: "=1'-0"12"=1'-0"
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FILTER ROOM
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EL. 43'-0"
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EL. 56'-6"
AutoCAD SHX Text EXISTING W10x17
AutoCAD SHX Text
NEW 6" CMU WALL
AutoCAD SHX Text
NEW C12 (316L)
AutoCAD SHX Text NEW W12x58 (316L)
AutoCAD SHX Text
NEW C12 (316L) (PER STAIR MANUFACTURER)
AutoCAD SHX Text EXISTING W10x17
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INTERMEDIATE LANDING
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NEW C10 (316L)
AutoCAD SHX Text NEW 12"x12" THICKENED SLAB
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12" BASE PLATE (316L)
AutoCAD SHX Text NEW HSS 4x4x " (316L)38" (316L) (316L)
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34" HILTI RE 500 WITH 634" MIN. EMBEDMENT (TYP.)
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DETAIL
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AutoCAD SHX Text .5
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SCALE: 1 "=1'-0"12"=1'-0"
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SECTION
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AutoCAD SHX Text .5
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SCALE: 1 "=1'-0"12"=1'-0"
AutoCAD SHX Text #5 @ 32" O.C.
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EXISTING 8" CMU WALL
AutoCAD SHX Text C12
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SCALE: "=1'-0"12"=1'-0"
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1. PROPOSED STAIRCASE DRAWING ARE DEVELOPED BASED ON PROPOSED STAIRCASE DRAWING ARE DEVELOPED BASED ON EXISTING DRAWING A-112 AND S-503. 2. CONTRACTOR TO SUBMIT SIGNED & SEALED CALCULATIONS CONTRACTOR TO SUBMIT SIGNED & SEALED CALCULATIONS AND DRAWING OF 316L STAIR FOR ENGINEER'S REVIEW. 3. WHERE DISSIMILAR METALS ARE IN CONTRACT PROTECT THE WHERE DISSIMILAR METALS ARE IN CONTRACT PROTECT THE SURFACE BY COAT OF ASPHALT BASED EMULSIONS (MATERIAL AND PROCEDURE CONFORM TO ASTM D1187) OR INDUSTRIAL GRADE ABRASION RESISTANT 10 MIL POLYURETHANE SELF ADHESIVE TAPE. 4. CONTRACTOR TO VERIFY ALL INDICATED CONDITION AND CONTRACTOR TO VERIFY ALL INDICATED CONDITION AND DIMENSIONS IN THE FIELD BEFORE PERFORMING ANY WORK.
NOTES:
la n N o.
S ca le
P la n:
D at e:
P ro je ct
C lie nt
C ol la bo ra te
A rc hi te ct
E ng in ee r:
S ta ge
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R ev is io n:
D w g
In fo
: DRAWN BY: CHK BY:
GEORGE ASSIS, PH.D., P.E.
N.Y. License: 073077
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
S-05
ARCH E1
Engineers
KSE
Construction Managers
Phone: (973)623-2999, Fax: (973)623-2988 494 Broad Street, 4th Floor, Newark, N.J. 07102
KS ENGINEERS, P.C.
Surveyors
PIPE TUNNEL FLOOR PLAN
PIPE TUNNEL
FLOOR PLAN
PIPE PENETRATION DETAIL FOR POOL WALL
VS SC
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%%UFILTER ROOM
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9 UP R@7.5
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%%USWIMMING POOL
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%%UNORTH PIPE TUNNEL
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%%UPIPE TUNNEL
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%%UEAST PIPE TUNNEL
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%%USOUTH PIPE TUNNEL
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EL. 41'-0"±
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%%UWEST PIPE TUNNEL
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EL. 47'-6"±
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WALL A
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WALL B
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WALL C
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WALL D
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WALL E
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WALL F
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SURGE TANK
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WALL H
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WALL I
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WALL J
AutoCAD SHX Text E
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AutoCAD SHX Text S-06
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AutoCAD SHX Text S-06
AutoCAD SHX Text E
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AutoCAD SHX Text S-06
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AutoCAD SHX Text S07
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WALL G
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AutoCAD SHX Text S08
AutoCAD SHX Text E
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AutoCAD SHX Text S-08
AutoCAD SHX Text E
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AutoCAD SHX Text S08
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P-43 SLEEVE COUPLING W/ADAPTERS
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(2) WATERSTOP WATERSTOP RINGS ON SLEEVE
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(2) WATER INLET ADJUSTABLE WATER INLET ADJUSTABLE NOZZLE/ STRAINER FLUSH W/CONCRETE WALL (BY OTHERS)
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NOTE:
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1. FOR PIPE PENETRATION LOCATION SEE FOR PIPE PENETRATION LOCATION SEE MECHANICAL DRAWING.
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SCALE: "=1'-0"14"=1'-0"
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SCALE: 1"=1'-0"
la n N o.
S ca le
P la n:
D at e:
P ro je ct
C lie nt
C ol la bo ra te
A rc hi te ct
E ng in ee r:
S ta ge
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R ev is io n:
D w g
In fo
: DRAWN BY: CHK BY:
GEORGE ASSIS, PH.D., P.E.
N.Y. License: 073077
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
S-06
ARCH E1
Engineers
KSE
Construction Managers
Phone: (973)623-2999, Fax: (973)623-2988 494 Broad Street, 4th Floor, Newark, N.J. 07102
KS ENGINEERS, P.C.
Surveyors
CRACKS &
EFFLORESCENCE
ON POOL WALL-1
MP/VS SC
AutoCAD SHX Text
EXTERNAL WALL
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WALL B
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text S-05
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SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
CR
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-11"
AutoCAD SHX Text
CR
AutoCAD SHX Text 13'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 5'-8"
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CR
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 5'-8"
AutoCAD SHX Text
CR
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 22'-6"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-4"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 0'-0"
AutoCAD SHX Text 29'-11"
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WALL D
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AutoCAD SHX Text S-05
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SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text 2'-0"
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AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-10"
AutoCAD SHX Text E
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 9'-6"
AutoCAD SHX Text 14'-10"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-10"
AutoCAD SHX Text E
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 17'-9"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-10"
AutoCAD SHX Text E
AutoCAD SHX Text 0'-6"
AutoCAD SHX Text 20'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 19'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 21'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 27'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-10"
AutoCAD SHX Text
CR, E
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 31'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-10"
AutoCAD SHX Text E
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 34'-0"
AutoCAD SHX Text
CR (CJ)
AutoCAD SHX Text 38'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 45'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 46'-6"
AutoCAD SHX Text 47'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 35'-6"
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 42'-0"
AutoCAD SHX Text 0'-0"
AutoCAD SHX Text 47'-6"
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WALL A
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text S-05
AutoCAD SHX Text
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SCALE: "=1'-0"34"=1'-0"
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EXTERNAL WALL
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text E
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 14'-0"
AutoCAD SHX Text 16'-3"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 2'-3"
AutoCAD SHX Text 2'-3"
AutoCAD SHX Text 2'-3"
AutoCAD SHX Text 21'-0"
AutoCAD SHX Text 23'-0"
AutoCAD SHX Text 28'-6"
AutoCAD SHX Text 37'-0"
AutoCAD SHX Text 0'-7"
AutoCAD SHX Text
CRACK
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LEGEND:
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SPALL
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EFFLORESCENCE
AutoCAD SHX Text E
AutoCAD SHX Text 0'-0"
AutoCAD SHX Text
FOR WINDOW "A" SPALL, SEE DETAIL 1 ON SHEET S08
AutoCAD SHX Text
DISTANCE FROM BEGINNING OF THE WALL
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
CR
AutoCAD SHX Text 42'-5"
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WATER STAIN
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WALL C
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text S-05
AutoCAD SHX Text
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SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text 2'-5"
AutoCAD SHX Text
CR
AutoCAD SHX Text
CR
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
CR
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
CR
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text
CR
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
CR
AutoCAD SHX Text 14'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-10"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 0'-0"
17'-0 "12" la n N o.
S ca le
P la n:
D at e:
P ro je ct
C lie nt
C ol la bo ra te
A rc hi te ct
E ng in ee r:
S ta ge
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R ev is io n:
D w g
In fo
: DRAWN BY: CHK BY:
GEORGE ASSIS, PH.D., P.E.
N.Y. License: 073077
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
S-07
ARCH E1
Engineers
KSE
Construction Managers
Phone: (973)623-2999, Fax: (973)623-2988 494 Broad Street, 4th Floor, Newark, N.J. 07102
KS ENGINEERS, P.C.
Surveyors
MP/VS
CRACKS &
EFFLORESCENCE
ON POOL WALL-2
SC
AutoCAD SHX Text 45'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 44'-6"
AutoCAD SHX Text 49'-0"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 52'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 55'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 56'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 57'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 60'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 63'-0"
AutoCAD SHX Text 68'-0"
AutoCAD SHX Text 65'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 69'-0"
AutoCAD SHX Text 76'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
FOR WINDOW "B" SPALL SEE DETAIL 2 ON SHEET S08
AutoCAD SHX Text SPALL 1"x4"
AutoCAD SHX Text 77'-6"
AutoCAD SHX Text
WALL E
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text S-05
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text
CR
AutoCAD SHX Text
CR
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 8'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 13'-8"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 19'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 22'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 26'-6"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 31'-6"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 32'-0"
AutoCAD SHX Text 33'-6"
AutoCAD SHX Text 36'-8"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 39'-9"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 0'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2-6"
AutoCAD SHX Text
CR
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text
WALL F
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text S-05
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text 0'-0"
AutoCAD SHX Text 0-6"
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
CR
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text E
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
CR
AutoCAD SHX Text 15'-0"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 17'-6"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 19'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text
CR
AutoCAD SHX Text 28'-0"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 32'-0"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text 36'-6"
AutoCAD SHX Text E
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 43'-0"
AutoCAD SHX Text E
AutoCAD SHX Text
CR
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6'-11"
AutoCAD SHX Text E
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4'-8"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 47'-5"
AutoCAD SHX Text
CRACK
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
SPALL
AutoCAD SHX Text
EFFLORESCENCE
AutoCAD SHX Text E
AutoCAD SHX Text
DISTANCE FROM BEGINNING OF THE WALL
AutoCAD SHX Text
CR
AutoCAD SHX Text
WATER STAIN
AutoCAD SHX Text
MATCH LINE A-A
MATCH LINE A-A
la n N o.
S ca le
P la n:
D at e:
P ro je ct
C lie nt
C ol la bo ra te
A rc hi te ct
E ng in ee r:
S ta ge
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R ev is io n:
D w g
In fo
: DRAWN BY: CHK BY:
GEORGE ASSIS, PH.D., P.E.
N.Y. License: 073077
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
S-08
ARCH E1
Engineers
KSE
Construction Managers
Phone: (973)623-2999, Fax: (973)623-2988 494 Broad Street, 4th Floor, Newark, N.J. 07102
KS ENGINEERS, P.C.
Surveyors
MP/VS
CRACKS &
EFFLORESCENCE
ON POOL WALL-3
SC
AutoCAD SHX Text
WALL H
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text S-05
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text 24'-2"
AutoCAD SHX Text 0'-0"
AutoCAD SHX Text
WALL J
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text S-05
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: "=1'-0"34"=1'-0"
AutoCAD SHX Text 0'-0"
AutoCAD SHX Text 5'-10"
AutoCAD SHX Text
EXISTING PIPES
AutoCAD SHX Text
SURGE TANK WALL
AutoCAD SHX Text
NORTH PIPE TUNNEL
AutoCAD SHX Text
EXISTING LEAKAGE FROM BOTTOM OF PIPE
AutoCAD SHX Text
LEAKAGE
AutoCAD SHX Text
CRACK
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
SPALL
AutoCAD SHX Text
EFFLORESCENCE
AutoCAD SHX Text E
AutoCAD SHX Text
DISTANCE FROM BEGINNING OF THE WALL
AutoCAD SHX Text
CR
WATER STAIN
la n N o.
S ca le
P la n:
D at e:
P ro je ct
C lie nt
C ol la bo ra te
A rc hi te ct
E ng in ee r:
S ta ge
DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.
Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.
The Contractor shall make no structural changes or substitutions without the written approval of the Architect.
R ev is io n:
D w g
In fo
: DRAWN BY: CHK BY:
GEORGE ASSIS, PH.D., P.E.
N.Y. License: 073077
339 N Front Street, Camden NJ 08102
Telephone: 856.479.9101 info@dcm-ae.com Facsimile: 856.757.0082 www.DCM-AE.com
O'HARA HALL POOL UPGRADE
U.S. MERCHANT MARINE ACADEMY
300 STEAMBOAT ROAD
KINGS POINT, N.Y. 11024
U.S. DEPARTMENT OF
TRANSPORTATION
MARITIME ADMINISTRATION.
100% CONSTRUCTION
DOCUMENTS
DCM 18-070
S-09
ARCH E1
Engineers
KSE
Construction Managers
Phone: (973)623-2999, Fax: (973)623-2988 494 Broad Street, 4th Floor, Newark, N.J. 07102
KS ENGINEERS, P.C.
Surveyors
REPAIR DETAILS
VS SC
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 0'-0"
AutoCAD SHX Text 2'-9"
AutoCAD SHX Text 0'-6"
AutoCAD SHX Text
1 " CR12" CR
AutoCAD SHX Text
1 " CR12" CR
AutoCAD SHX Text
38" CR
AutoCAD SHX Text
3'-6" CR
AutoCAD SHX Text FOR CRACKS GREATER THEN ", 14", CHIP EITHER SIDE OF CRACK UNTIL A DEPTH IS EXPOSED WHERE CRACK NARROWS TO " 14"
AutoCAD SHX Text
T-SHAPED FLUSH MOUNTED INJECTION PORT
AutoCAD SHX Text
SEAL REMAINING LENGTH OF CRACK PRIOR TO INJECTION WITH STRUCTURAL EPOXY PASTE
AutoCAD SHX Text PRESSURE INJECT WITH EPOXY RESIN ADHESIVE (START AT LOWER PORT AND PROCEED UPWARD)
AutoCAD SHX Text
EXTERIOR FACE OF CONCRETE
AutoCAD SHX Text
STEP 1
AutoCAD SHX Text
STEP 2
AutoCAD SHX Text
STEP 3
AutoCAD SHX Text
STEP 4
AutoCAD SHX Text
12" MAX.
AutoCAD SHX Text
12" MAX.
AutoCAD SHX Text
EPOXY PRESSURE INJECTION CRACK REPAIR PROCEDURE
AutoCAD SHX Text
FINE CRACKS OR CONSTR. JT.
AutoCAD SHX Text
T-SHAPED FLUSH MOUNTED INJECTION PORTS
AutoCAD SHX Text
CLEAN EXPOSED REINFORCEMENT TO BARE STEEL AND COAT WITH EPOXY IMMEDIATELY
AutoCAD SHX Text REMOVE ALL UNSOUND CONCRETE AND EXPOSE ALL CORRODED REINFORCEMENT STEEL AND REPLACE WITH OVERHEAD/VERTICAL PATCHING MATERIAL OR SHORTCRETE
AutoCAD SHX Text
SAWCUT 1" (TYP.)
AutoCAD SHX Text OUTLINE REPAIR AREA WITH 1" DEEP SAWCUT, REPAIR SHALL BE EXTENDED FULL DISTANCE BETWEEN SAWCUTS
AutoCAD SHX Text
CONCRETE REPAIR
AutoCAD SHX Text
OXIDIZED (CORRODED) BARS
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
DETAIL (WINDOW "A" SPALL)
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text S06
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
DETAIL (WINDOW "B" SPALL)
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text S07
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
EPOXY PRESSURE INJECTION CRACK REPAIR DETAIL
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SPALL REPAIR DETAIL
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TOP VIEW
AutoCAD SHX Text
WINDOW "A"
AutoCAD SHX Text
WINDOW "B"
AutoCAD SHX Text
BOTTOM VIEW
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text
NOTES:
1. STRUCTURAL EPOXY RESIN SHALL BE CONFORM STRUCTURAL EPOXY RESIN SHALL BE CONFORM TO ASTM-C881 GRADE 1 TYPE IV. 2. EPOXY INJECTION PROCEDURE SHALL CONFORM EPOXY INJECTION PROCEDURE SHALL CONFORM TO NYSDOT SPECIFICATION 555. 3. PRIOR TO REPAIRING THE CRACKS BY EPOXY PRIOR TO REPAIRING THE CRACKS BY EPOXY INJECTION, THE EFFLORESCENCE SHALL BE REMOVED BY POWER WASHING. PROCEDURE SHALL FOLLOW NYSDOT SPECIAL SPECIFICATION ITEM 641.3200XX16.
17'-10"
28'-0"
5'- 71 2"
7 8 9
8'- 81 2"
12'-3" 5'-3"
19'-3"
19'-3"
19'-3"
'-1
'-7
7'-0" 7'-0"
8'- 6"
8'- 6"
3'- 1"
B.2 C.2
'-1
11 2"
3'- 4"
2'-4"
6'- 0"
'-4
23'-2"
6'-
15'-5" 1'-
17'-0"
12'-3"5'-3"
18'-9"18'-9" EXISTING
LOUVER
FD
FD
FD
FD
FD
FD
FD
FD
FD
18x10
5 5 5
KEY NOTES:
1 DEMOLISH AND DISPOSE EXISTING U-TUBE SHELL HEAT EXCHANGER.
2 DEMOLISH AND REPLACE PUMP WITH NEW PUMP.
3 DEMOLISH AND REPLACE 8" HAYWARD BUTTERFLY VALVE AND H.D
B…
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