THE LANGHAM HOTEL - Boston.gov
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Dyer Brown Architects One Winthrop Square
dyerbrown.com Boston, MA 02110-1209
THE LANGHAM HOTEL T 617 426 1680
F 617 426 2187
976 Brady Avenue, NW #100
Atlanta, GA 30318
BOSTON LANDMARKS COMMISISON
February 06 2020
—
PREPARED BY
Dyer Brown Architects
One Winthrop Square
Boston, MA 02110
EXISTING PEARL STREET ENTRANCE DYER BROWN ARCHITECTS dyerbrown.com
EXISTING PEARL STREET ENTRANCE
C:\Revit 2017 Local Files\MA_BOSTON_LANGHAM_FITOUT MODEL LEVEL 1-3_CENTRAL_R17_sgibree.rvt
4/22/2020 12:38:59 PM
Dyer Brown & Associates Inc. - ©2019 ALL RIGHTS RESERVED - PLOTTED:
PEARL STREET STAIR RAILS
1
DATE CLIENT PROJECT
®
04/06/20 THE LANGHAM BOSTON THE LANGHAM RENOVATION One Winthrop T 617 426 1680
Square
NO. TITLE Boston, MA F 617 426 2187
DYER BROW N | DYERBROWN.CO 02110-1209
SK- PEARL STREET STAIR RAILS ARCHITECTS Mdyerbrown.com
617 426 1680
617 426 2187
EXTERIOR W ORK DEMOLITION HATCH LEGEND GENERAL NOTES:
EXISTING CONCRETE RAMPWORK, RAILINGS AND
ASSOCIATED ELEMENTS TO BE DELOMISHED. RREP FOR
NEW CONCRETE WORK.
1. MINIMIZE DISTURBANCE OF SUBSOILS UNDER
REMAINING TERRACE W HEN CUTTING FOR
RAMP.
T
F
EXISTING TERRACE AND PLINTH TO REMAIN. PROTECT DURING
COURSE OF CONSTRUCTION
2. NEW FILL BROUGHT IN SHALL BE COMPACTED
AFTER EACH LIFT OF MATERIAL.
Boston, MA 02110-1209
One Winthrop Square
12'-5 1/2"
D211
®
DYER BROWN ARCHITECTS | DYERBROWN.COM
5'-0"
G G
D212
5'-0"
6"
2'-0"
16'-2 3/4"
D212
CONTRACTOR SHALL FAMILIARIZE
THEMSELVES WITH ACTUAL SITE CONDITIONS
TO DETERMINE METHOD, TOOLS, AND TIMING
REQUIRED TO CAREFULLY SAWCUT EXISTING
STONE AND CONCRETE PLATFORM AS
NEEDED TO BUILD PROPOSED RAMP.
K K
CORE 3" DIAMETER HOLES X 6" DEEP TO
ACCEPT 1 1/2" DIAMETER STEEL PIPE
SUPPORTS MORTARED WITH EPOXY CEMENT.
TYPICAL FOR 12 SUPPORTS.
2'-7" 4'-5 1/2"
D201
D212
6'-6"
THE LANGHAM RENOVATION
PROJECT
P P
GC SHALL NOTIFY ARCHITECT WHEN TERRACE
SURFACE IS CUT AND REMOVED. CHEEKWALL
SUPPORT MAY REQUIRE SITE COORDINATION
WITH ARCHITECT AND SITE SUBCONTRACTOR.
PEARL STREET ENTRANCE RAMP DEMOLITION SKETCH
16'-2 3/4"
D212
10"
V.I.F.
5'-0"
STREET ENTRANCE DESIGN
D212
EDGE OF PLINTH
S S
5'-0"
THE LANGHAM BOSTON
D211
12'-0 5/8"
CLIENT
TITLE
1 1.2
SKA-64.00
PEARL STREET ENTRANCE RAMP - DEMOLITION PLAN
04/01/20
1
1/2" = 1'-0"
DATE
NO.
Dyer Brown & Associates Inc. - ©2017 ALL RIGHTS RESERVED - PLOTTED:
C:\Revit 2017 Local Files\MA_BOSTON_LANGHAM_DOCUMENTATION MODEL_CENTRAL_R17_SGIBREE.rvt 4/1/2020 1:57:00 PM
DYER BROWN ARCHITECTS
PEARLPROPERTY LINE, TO NOT EXCEED.
V.I.F V.I.F
C:\Revit 2017 Local Files\MA_BOSTON_LANGHAM_DOCUMENTATION MODEL_CENTRAL_R17_SGIBREE.rvt
NEW 1-1/2" O.D BRASS RAILS
AND POSTS, TYP.
EDGE OF RAIL EXTENSION TO ALIGN
W ITH EDGE OF BOTTOM MOST
3'-0" TYP
TREAD. NOT TO PROJECT ONTO CITY
SIDEW ALK. TYP.
1'-6" TYP
2'-0"
TYP
EQ EQ
6"
V.I.F
3"
TYP
4/3/2020 9:38:32 AM
EXISTING STAIRS
CORE 3" DIAM. HOLES FOR
1-1/2" O.D POSTS. SET POSTS
IN PLACE W ITH QUICKRETE
ANCHORING CEMENT
STAIR RAIL CONSTRUCTION SECTION
1
1" = 1'-0"
DATE CLIENT PROJECT
04/03/20 THE LANGHAM BOSTON THE LANGHAM RENOVATION One Winthrop Square T 617 426 1680
NO. TITLE Boston, MA 02110-1209 F 617 426 2187
SKA-65 RFI 743 - PEARL STREET STAIR RAILS
PEARL STREET ENTRANCE HANDRAILS
DYER BROWN ARCHITECTS dyerbrown.comEXISTING OLIVER STREET FACADE DYER BROWN ARCHITECTS dyerbrown.com
OLIVER STREET FACADE WITH NEW LOUVER DYER BROWN ARCHITECTS dyerbrown.com
3900 Dr. Greaves Rd. • Kansas City, MO 64030 • (816) 761-7476 • FAX (816) 765-8955
ELF6350DMP DRAINABLE STATIONARY LOUVER
EXTRUDED ALUMINUM
STANDARD CONSTRUCTION
FRAME FEATURES
6" (152) deep, 6063T6 extruded aluminum with • 62% Free Area.
.125" (3.2) nominal wall thickness. Downspouts • Beginning point of water penetration above
and caulking surfaces provided. 1,250 fpm free area velocity.
BLADES • Published performance ratings based on testing
6063T6 extruded aluminum with .090" (2.3)
nominal wall thickness. Drainable blades are
in accordance with AMCA Publication 511.
positioned at 35° angle and spaced approxi- • High performance frame system with drainable
mately 4" (102) center to center. head collects and removes water to provide
SCREEN excellent water penetration performance.
5/8" x .040" (16 x 1) expanded, flattened alu-
B* • Drain gutter in each blade minimizes water cas-
minum bird screen in removable frame. Screen cade between blades.
adds approximately 1/2" (13) to louver depth. • Continuous blades up to 120" (3048).
FINISH • All aluminum construction for low maintenance
Mill. and high resistance to corrosion.
MINIMUM SIZE
12"w x 12"h (305 x 305). VARIATIONS
APPROXIMATE SHIPPING WEIGHT Variations to the basic design of this louver are
6 lbs. per sq. ft. (29.3 kg per m2). available at additional cost. They include:
MAXIMUM FACTORY ASSEMBLY SIZE A* • Extended sill
Single sections shall not exceed 120"w x 90"h • Hinged frame
(3048 x 2286) or 90"w x 120"h (2286 x 3048). • Front or rear security bars
Louvers larger than the maximum factory
• Filter racks
assembly size will require field assembly of
smaller sections. • Triangular and round options
SUPPORTS • Integral flange
Louvers may be provided with rear mounted • A variety of bird and insect screens
blade supports that increase overall louver • Selection of finishes: prime coat, 50% PVDF
depth depending on louver size, assembly con- (modified fluoropolymer), epoxy, Pearledize 50
figuration or windload. & 70, 70% PVDF, clear and color anodize.
Bird
Consult Ruskin for additional information. Screen (Some variation in anodize color consistency is
possible).
B*
Consult Ruskin for other special requirements.
FRAME CONSTRUCTION
Varies
11/2" (38) 1"
6" (25)
(152) A* x B*
NOTES:
1. Dimensions in inches, parenthesis ( ) indicate millimeters.
2. Units furnished 1/4" (6) smaller than given opening dimensions. STANDARD INTEGRAL FLANGE
ELF6350DMP-1219/Replaces ELF6350DMP-719 ALL STATED SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. © Ruskin December 2019You can also read
