Attachment_6-_Specifications_Exhibit_A-_A-800_Drawing.pdf
PDF 650 KB Posted
- Attached to
- Samuel's Hall Renovation Project Federal contract opportunity
- Solicitation number
- 693JF719B000006
About this file
This document contains a pre-solicitation notice and description for a construction project to renovate Samuel's Hall at the United States Merchant Marine Academy. The project includes hazardous material abatement, interior demolition, new construction of teaching and support spaces, and mechanical, electrical and plumbing system upgrades. The solicitation will be issued on August 1, 2019 as a total small business set-aside with a response due date in early November 2019. The construction work is to be completed within 365 days of award. The Department of Transportation Maritime Administration will award a firm fixed price contract for the renovation valued over $10 million.
Attachment 6 - Specifications Exhibit A - A-800 Drawing
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Text version
L
1" THIN BRICK VENEER
71 2"
3"
8.8
2"
3"
F.O. STUD
F.
O.
F
IN
IS
H
F.
O.
S
TU
D
F.O. FINISH
91 4"
L
6" MTL STUDS @16" O.C. CENTERED
ON HSS
EXT. GRADE SHEATHING
(2) LAYERS OF WEATHER RESISTANT
BARRIER
2" RIGID INSULATION R-13 (TYP.)
GALV. METAL LATH
W 8X31
MORTAR JOINTS (TYP.)
6" MTL STUDS @16" O.C. CENTERED
ON HSS (TYP.)
L
(2) LAYERS EXT. GRADE SHEATHING
(2) LAYERS OF WEATHER RESISTANT
BARRIER
2" RIGID INSULATION R-13 (TYP.)
GALV. METAL LATH
1" THIN BRICK VENEER
W 8X31
71 2" F.
O.
F
IN
IS
H3" F.
O.
ST
UD
9.4 8"
3"
F.O. FINISH
F.O. STUD
(2) LAYERS GWB
MORTAR JOINTS (TYP.)
EXT. GRADE SHEATHING
GALV. METAL LATH
1" THIN BRICK VENEER
K
" 51 2"
9.8
10"
4"
8" GWB
5 8"
8"
1'- 5"
8" MTL STUDS @ 16" O.C. F.O. STUD
F.O. FINISH
F.
O.
F
IN
IS
H
F.
O.
S
TU
D
(2) LAYERS OF WEATHER RESISTANT
BARRIER
2" RIGID INSULATION R-13 (TYP.)
MORTAR JOINTS (TYP.)
EXT. GRADE SHEATHING
(2) LAYERS OF WEATHER RESISTANT
BARRIER. TIE INTO CURTAIN WALL
PRIMARY SEAL.
2" RIGID INSULATION R-13 (TYP.)
GALV. METAL LATH FASTENED TO
SUBSTRATE PER MFG. REQUIREMENT
1" THIN BRICK VENEER
8" GWB
SHIM
K
2'-8"5 8"
8" MTL STUD @ 16" O.C.
J.510.3
61 4" F.
O.
S
TU
D
F.
O.
F
IN
IS
H
CONTINUOUS SEALANT
1'-3 1
2 " 1'-8"
F.O. CURTAIN WALL
F.O. STUD
KAWNEER 1600 MULLION
11.9
J.3
CURTAINWALL 'CW4'
5 8"
8"
F.
O.
F
IN
IS
H
51 2" F.
O.
S
TU
D
10"
F.O. FINISH
4"
F.O.STUD
CONT. 38" SEALANT
NOTE: SEE 4/A-800 FOR ADDITIONAL
WALL INFORMATION
7"
1'-7"
F.O. CURTAIN WALL
2'-3"
2'-8"
KAWNEER 1600
7-1/2" CURTAINWALL
5/8" SHIM
J.5
1'-3 1 2 "
F.O. STUD
1'-8"
F.O. CW
CORNER BEAD
NOTE: SEE 4/A-800 FOR ADDITIONAL
WALL INFORMATION
K
4'-01 2"
5 8"
1"
10.3 ℄ HSS
MC CHANNEL BLW PTD SSD
SEE STRUCTURAL DWGS.
WF BEAM BELOW SSD
6"X6" HSS
WOVEN WIRE FABRIC
J.5
CONTINUOUS SEALANT
5/8" SHIM
J MOLDING
NOTE: SEE 4/A-800 FOR ADDITIONAL
WALL INFORMATION
1" ℄ HSS
WF BEAM SSD
6"X6" HSS ABOVE
WOVEN WIRE FABRIC
MTL PLATE
BLOCKING AS REQUIRED
J.5
MC CHANNEL. SEE
STRUCTURAL DWGS.
CW-1
1'-8"
F.O. CW
1'-3 1 2 "
F.O. STUD
NOTE: SEE 4/A-800 FOR ADDITIONAL
WALL INFORMATION
11.5 11.3
J.5
7 1 4 "1'-2
1 2"
RVL-2
PT-5
1'-3"
F.O. STUD71 4"
WF COLUMN, SEE
STRUCTURAL DWGS.
NOTE: SEE 4/A-800 FOR ADDITIONAL
WALL INFORMATION
VINYL BULB SEAL
2"
ANCHOR - PLASTIC INSERT
@ 24" O.C.
#10 X 1 1/2" FHSMS/SS
@ 24" O.C.
SPACER - NEOPRENE
1/4" X 1" X 1 1/4"
EXPANSION JOINT COVER PLATE
4"
NEW CONCRETE SLAB
FINISHED FLOOR
EXISTING MASONRY WALL
FIRE SAFING MATERIAL
1/4 - 20 X 1/2" FHMS/SS
@ 24" O.C.
1/4" X 1 3/8" SLEEVE
ANCHOR @ 24" O.C.
1/8" STAINLESS STEEL
COVER PLATE
FRAME
8" TENSION BAR
@ 24" O.C. 1/4 - 20 X 1 1/2" FHMS/SS @ 24" O.C.
11 4"
2"
5"
1/8" STAINLESS
STEEL WING PLATE
1 12"31 2"
FIRE SAFING MATERIAL
NEW CONCRETE
SLAB
SAW CUT EXISTING SLAB
AND LEVEL W/ GROUT.
GROUT FILLED
PROVIDE BLOCKING
WHEN SLAB IS POURED.
REMOVE AND GROUT SOLID.
EXISTING CONCRETE
SLAB
2"
2" Existing F.F. 1st Deck
Elev. + 10'-0"
ALUM. SOFFIT PANEL
B.O. Soffit Elev. + 8'-3 1/4"
1'-11
2"
F.O. FINISH
9"
F.O. STUD
4"
WEATHER RESISTANT BARRIER
2" RIGID INSULATION
8" EXTERIOR GRADE GWB
POUR STOP (TYP.)
W/ EXTENDED VERT LEG
WF BEAM SEE STRUCTUTRAL (TYP.)
6" METAL STUDS
@ 16" O.C.
THIN BRICK VENEER
2" RIGID INSULATION R-13 (TYP.)
8" GWB
SCRATCH COAT
EXTERIOR GRADE SHEATHING
(2) LAYERS OF WEATHER RESISTANT
BARRIER
EXT. GRADE SHEATHING
(2) LAYERS OF WEATHER RESISTANT
BARRIER
2" RIGID INSULATION R-13
GALV. METAL LATH
1" THIN BRICK VENEER
8" GWB
8" MTL STUDS @ 16" O.C.
5/8" SHIM
CONTINUOUS SEALANT
J.7
9.8
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
EDUARDO GUZMAN, R.A.
N.Y. License: 032575-1
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
SAMUELS HALL
RENOVATION
United States Merchant Marine Academy
300 Steamboat Road
Kings Point, NY 11024
US Department of Transportation /
Maritime Administration
1200 New Jersey Avenue S.E.
Washington, DC 20590
BID SET
NOV. 06, 2018
DCM 16-609
EDUARDO GUZMAN, R.A.
URBAN ENGINEERS
ROBERT BENSON, P.E.
Two Penn Plaza, Suite 1103 NY 10121
212.736.9100 (ph) 212.736.9101 (fax)
CP DM
KEY PLAN:
N
A-800
LOBBY DETAILS
ARCH E 1/2" = 1'-0"
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
1 STAIR WALL DETAIL
PLAN VIEW
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
2 STAIR WALL DETAIL
PLAN VIEW
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
3 LOBBY WALL DETAIL
PLAN VIEW
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
4 WALL DETAIL 1ST DECK
PLAN VIEW
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
5 LOBBY WALL DETAIL 1ST
PLAN VIEW
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
6 LOBBY WALL DETAIL
PLAN VIEW
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
8 WALL DETAIL 2ND DECK
PLAN VIEW
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
9 LOBBY WALL DETAIL 2ND
PLAN VIEW
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
7 LOBBY WALL DETAIL
PLAN VIEW
11.9
11.9
NTSA-800
10 LOBBY EXPANSION JOINT DETAIL 1ST DECK
SECTION VIEW
NTSA-800
11 LOBBY EXPANSION JOINT DETAIL 2ND DECK
SECTION VIEW NTSA-800
12 BRICK CANTILEVER DETAIL
SECTION VIEW
SCALE : 1-1/2" = 1'-0"
1'
A-800
6" 3'
13 WALL DETAIL
PLAN VIEW
2"
F.O. STUD
3/A-500 3/A-500 1/A-700 1/A-700
1/A-700 1/A-700 1/A-700 2/A-700
2/A-700 2/A-700 2/A-700
1/A-700
1/A-602
| Sheets and Views |
| A-800 |
File details come from the government source that posted it. Updated .