Old Town Hall-Amendment to Decision-Project Phasing
Decision
32 Derby Square
Development Project – Review of Proposed Phases & Full Design Drawings for Phase 1
Meeting Date: August 14, 2024
Members Present: Grace Napolitano, Christopher Dunn, Dean Rubin
Members Absent: Christine Madore, Cynthia Nina-Soto
Decision: At a meeting of the Salem Redevelopment Authority (SRA), upon a motion duly made and seconded,
it was unanimously voted to approve of the full design drawings for this phase and to separate the approved Old
Town Hall preservation project into phases with Phase 1 to include the exterior preservation and accessibility
improvements upon successful completion of Design Review Board (DRB) review and pursuant to the DRB
Recommendation issued thereafter.
Referenced Plans and Documents
1. Communication titled ‘Old Town Hall Preservation Exterior Restoration & Accessible Entrances’
prepared by Mills Whitaker Architects LLC, PO Box 750089, Arlington, MA 02475, dated August 9, 2024
2. Plan set titled, ‘Old Town Hall Preservation Exterior Restoration and Accessible Entrances’ prepared by
Mills Whitaker Architects, PO Box 750089, Arlington, MA 02475, dated August 9, 2024.
3. Commonwealth of Massachusetts Application titled ‘Amended Application for Variance’ completed by
Mills Whitaker Architects, PO Box 750089, Arlington, MA 02475, dated August 9, 2024.
Conditions of Approval:
1. Validity of Approval: This approval is valid for two years from the date of the meeting. The approval shall
no longer be valid if a substantial use and/or construction has not commenced, except for good cause
within this two-year period.
2. Consistency with Approved Design/Plans: Should the applicant determine that the project may not be
completed as presented and conditioned herein, he/she/they shall return to the SRA to review proposed
modifications prior to making any changes in the field.
3. Accessibility Commission Examination: The DRB is concerned about the top of the stairs as a potential
fall hazard and recommend that the accessibility commission examine it.
Findings:
1. The Authority found that the proposed activities in Phase 1 of this project are consistent with the
concept plans approved in March 2022 and continue to be consistent with design standards and
requirements for historic buildings.
2. The Authority supports the DRB’s finding that the proposed copper ice melt system for the roof is
consistent with design standards.
Signature of the SRA: By the signature below, I certify that this decision accurately reflects the discussion and
actions of the Salem Redevelopment Authority.
Grace Napolitano 09/04/24
Grace Napolitano Date
Chair
Summary of Initial Review
Amendment to Small Project Approval
Project Phasing and Design Drawing Review for Phase 1
Meeting Date: August 14, 2024
Members Present: Grace Napolitano, Christopher Dunn, Dean Rubin
Members Absent: Christine Madore, Cynthia Nina-Soto
Summary: At a regular meeting of the Salem Redevelopment Authority (SRA), members
considered the proposal to separate the approved project into two phases with Phase 1
focusing on the exterior restoration and exterior accessibility improvements with Phase 2 to
include the interior restoration and accessibility work. Members also reviewed the progressed
design drawings for Phase 1.
SRA members unanimously supported the proposal to phase the project, praising the team for
their work in continuing to move this project forward. Members acknowledged the exemplary
efforts of the development team and project manager to fundraise and secure grants that will
allow this project to begin.
SRA members also unanimously voted to approve the project pending successful completion of
design review of the Phase 1 drawings with the Design Review Board on August 28, 2024.
Signature of the SRA
By the signature below, I certify that this summary accurately reflects the discussion of the SRA.
_________________________ 08/15/24
Kate Newhall-Smith Date
Principal Planner
Design Review Board Recommendation
32 Derby Square
Development Project – Review of Proposed Phases & Full Design Drawings for Phase 1
Meeting Date: August 28, 2024
Members Present: Paul Durand, Catherine Miller, Elizabeth Murray, Marc Perras
Members Absent: David Jaquith, Leeann Leftwich, Sarah Tarbet
Recommendation: At a meeting of the Design Review Board (DRB), upon a motion duly made and
seconded, it was unanimously voted to recommend approval of the full design drawings for this phase
and to separate the approved Old Town Hall preservation project into phases with Phase 1 to include
the exterior preservation and accessibility improvements and with consideration of the recommended
conditions provided herein.
Referenced Plans and Documents
1. Communication titled ‘Old Town Hall Preservation Exterior Restoration & Accessible Entrances’
prepared by Mills Whitaker Architects LLC, PO Box 750089, Arlington, MA 02475, dated August
9, 2024
2. Plan set titled, ‘Old Town Hall Preservation Exterior Restoration and Accessible Entrances’
prepared by Mills Whitaker Architects, PO Box 750089, Arlington, MA 02475, dated August 9,
2024.
3. Commonwealth of Massachusetts Application titled ‘Amended Application for Variance’
completed by Mills Whitaker Architects, PO Box 750089, Arlington, MA 02475, dated August 9,
2024.
Recommended Conditions: The DRB recommends incorporating the following conditions of approval:
1. Accessibility Commission Examination: The DRB is concerned about the top of the stairs as a
potential fall hazard and recommend that the accessibility commission examine it.
Findings:
1. The Board found that the proposed activities in Phase 1 of this project are consistent with the
concept plans approved in March 2022.
2. The Board found the proposed Phase 1 exterior activities are consistent with design standards
and requirements for historic buildings.
3. The Board found the proposed copper ice melt system for the roof consistent with design
standards.
Signature of the DRB: By the signature below, I certify that this recommendation accurately reflects the
discussion and actions of the Design Review Board.
_______________________________________ _________ 9-4-24
Paul R. Durand, Chair
M I L L S W H I T A K E R A R C H I T E C T S
ARLINGTON MA www.millswhitaker.com BRIDGTON ME
P.O. Box 750089
Arlington MA 02475
617.876.7611 voice
617.876.6420 fax
August 9, 2024
Julie Barry, Senior Planner of Arts & Culture
Salem City Hall / 93 Washington Street
Salem Massachusetts 01970
Re: Old Town Hall Preservation
Exterior Restoration & Accessible Entrances
Dear Julie,
Enclosed please find progress drawings of the proposed exterior work at Old Town Hall. As you know,
these drawings represent implementing the project in two phases, the initial phase being the “Exterior
Restoration & Accessible Entrances” work and the subsequent phase being the balance of the project
that will address the interior work and improvements to building systems.
The initial phase of the proposed project will address building envelope preservation and provide the
two accessible entrances as proposed. The project was previously approved conceptually by the SRA
and the scope remains unchanged. The Massachusetts Architectural Access Board also approved the
overall project, and a variance amendment has been submitted to implement the project in phases (see
attached FYI). The Massachetts Historical Commission has endorsed the project and has provided a
matching grant toward masonry work via Round 30 of the Massachusetts Preservation Projects Fund.
A summary of the proposed exterior work during the initial phase is as follows:
• Improve existing accessible entrance at north façade doors and sidewalk area.
• Provide accessible entrance to basement via ramp and stairs at east sidewalk area.
• Repairs to exterior doors for improvements to life safety and egress conditions.
• Provide selective masonry repairs to brickwork and brownstone sills as identified.
• Remove five abandoned grilles at exterior façade and tooth-in brickwork to match.
• Selective repairs to windows and provide exterior narrow profile storm windows.
• Alternate upgrades to existing snow guard rails and provision of ice melt system.
• Miscellaneous in-kind repairs to exterior and prep/paint previously painted wood.
If you have any questions, please do not hesitate to contact me.
Submitted By,
Donald W. Mills, RA, LEED AP
Mills Whitaker Architects LLC
Enclosures: Arch/Engr Progress Drawings (14 sheets)
MAAB Variance Amendment (17 pages)
MODIFIED GRANITE THRESHOLD AT NORTH ENTRY
Scale: Half Actual Size
1.1
A-00
EXISTING GRANITE THRESHOLD AT NORTH ENTRY
Scale: Half Actual Size
1.0
A-00
6" (VIF)
EX QUARRY TILE AT ENTRY
1/2" EXIST. ABRUPT LIP
REMOVE 5.83% SLOPING LANDING
INTERIOR 1'-4 1/4" ORIGINAL GRANITE THRESHOLD EXTERIOR
1"
PROVIDE 2% SLOPING LANDING
INTERIOR EXTERIOR
6" (VIF)
GRIND LIP FOR 1:2 SLOPE PER 521 CMR;FLAME FINISH TO MATCH EX. TEXTURE 1/2"EX QUARRY TILE AT ENTRY
1'-4 1/4" ORIGINAL GRANITE THRESHOLD
GENERAL EXTERIOR CONSTRUCTION
Provide 1.00” inside diameter (1.315" O.D.) dual-height continuous color galvanized pipe handrails with brackets at exterior ramp, exterior stairs, and exterior granite bollards at accessible entrances. Provide color galvanized metal guardrail along granite curbing adjacent to accessible ramp and stairs to basement at east façade. Color shall be black.
Repair and refinish historic painted metal handrails at each side of monumental granite stairs at south façade of building. Replicate and install one missing baluster at southwest corner railing.
Repair and refinish historic painted metal guardrail at west façade basement entrance area. Replicate missing handrail at south side guardrail to match intact handrail at east side basement entrance (salvage west prior to demolition as pattern).
Relocate lower portion of rain leader at cast iron and copper downspout to re-route out of the accessible ramp path at the southeast corner of the building. Re-connect the underground piping to the existing system.
Rebuild catch basins and storm drainage adjacent to accessible ramp at east and accessible walkways at north.
G.05
G.06
G.07
G.10
G.13
NOTE:Key Notes are provided as a summary and are not intended to fully describe all conditions. Review existing conditions and available documents for determining scope and quantity of all associated demolition requirements. See other notes on Drawings.
DOOR DATADOOR DATA HDWR FRAME DATA
NO.TYPE SIZE MTR'L LABEL SET TYPE MAT'L DET
0.17 EX-6RP 36 x 79 x 1.75 PTD WD - - - H.A EX PTD WD EX FLIP HINGE SIDE
0.18 EX-6RP 36 x 79 x 1.75 PTD WD - - - H.B EX PTD WD EX FLIP HINGE SIDE
1.01 EX-6FP PR 75 x 95 x 1.75 PTD WD - - - H.C EX PTD WD EX
1.10 EX-6FP PR 74 x 96 x 1.75 PTD WD - - - H.D EX PTD WD EX REPAIR HISTORIC
1.11 EX-3FP PR 52 x 94 x 1.75 PTD WD - - - H.E EX PTD WD EX REPAIR HISTORIC
1.12 EX-3FP PR 52 x 94 x 1.75 PTD WD - - - H.F EX PTD WD EX REPAIR HISTORIC
ABBREVIATIONS:
RP = RAISED PANEL PTD = PAINTED
FP = FLAT PANEL PR = PAIR
EX = EXISTING WD = WOOD
PERIMETER SITE AREA
Remove exterior areaway basement stairs and railings at east side.
Excavate southeast sidewalk for provision of ramp and stairs to basement.
Remove accessible walkway at northwest side and relocate curbing.
Salvage granite landing at existing public entrance for reuse.
Remove sidewalk at northeast side and relocate curbing.
Reset loose bricks in perimeter sidewalk area to restore walkway.
Relocate cast iron rain leader at southeast corner to avoid basement ramp.
S01
S02
S03
S04
S05
S06
S08
DOORS & OPENINGS
Reshape or remove/replace threshold for accessibility compliance.
Grind granite threshold to reshape 1/2" vertical lip for 1:2 sloped transition.
Modify thresholds for flush transition between floor surfaces as detailed.
Re-swing door as indicated; modify hardware; patch door and frame.
Remove abandoned louver and tooth-in masonry at opening to match.
D07
D08
D09
D10
D06
D O O R & F R A M E S C H E D U L E
H A R D W A R E I N F O R M A T I O N
EXTERIOR WALL INFILL
P.12 Infill void in exterior wall at former louvers with single-wythe of exterior matching face brick and tooth-in to surrounding brick masonry. Provide backup masonry of concrete block and waterproof on concealed exterior surface. Provide flashing and weeps to drain. Insulate interior surface and patch interior wall to match adjacent materials.
A-00O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
P.O. BOX 750089ARLINGTON MA 02475
tel: 617-876-7611fax: 617-876-6420
DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024 P R O J E C T I N F O R M A T I O NO L D T O W N H A L L P R E S E R V A T I O N
E X T E R I O R R E S T O R A T I O N A N D
A C C E S S I B L E E N T R A N C E S
3 2 D E R B Y S Q U A R E
S A L E M M A 0 1 9 7 0
LOCUS PLAN
GENERAL NOTES
DEMOLITION & CONSTRUCTION NOTES
PROGRESS PRINT
NOT FOR CONSTRUCTION
ARCHITECT :
CIVIL & SURVEYOR:
STRUCTURAL :
ELECTRICAL :
MILLS WHITAKER ARCHITECTS
HANCOCK ASSOCIATES
STRUCTURES NORTH CONSULTING ENGRS.
JOHNSON ENGINEERING & DESIGN
A-00 PROJECT INFORMATION
A-01 EXISTING SITE PLAN
A-02 SITE PLAN
A-03 BASEMENT PLANS
A-04 FIRST FLOOR PLANS
A-05 SECOND FLOOR PLANS
A-06 ATTIC PLANS
A-07 ROOF PLANS
A-08 WINDOW INFORMATION
A-09 EXISTING EXTERIOR ELEVATIONS
A-10 EXTERIOR ELEVATIONS
A-11 EXTERIOR DETAILSCENTRA
L
S
TREET
FRONT STREETWASHINGTON STREETNEW L
IBERTY
ST
.
CHURCH STR
E
E
T
ESSEX STREET
BARTON SQUARE
LAFAYETTE ST.FEDERAL ST.
LYNDE STREET
ESSEX STR
E
E
T
ESSEX
S
T
R
E
E
T
CHARTER
S
T
R
E
E
T
DERBY
S
T.
OLD TOWN HALL CENTRAL STREET0' 40' 80' 160'
N
The Salem Old Town Hall is the signature structure of the Old Town Hall National Historic District. The building was constructed in 1816 in Derby Square to support local commerce with market stalls at the basement and first floor and with the town hall and offices on the second floor. In 1933, the market stall functions were replaced with municipal offices and records storage. For the last three decades, the building has been a local center for arts and culture, a continuing use for which this preservation project is targeted.
The Project involves preserving the exterior building envelope of the historic building and providing a pair of accessible entrances. A future project will make interior improvements to life safety (fire suppression, fire alarm, accessibility, egress), building systems (HVAC, electrical, plumbing), and facility usability (assembly area enhancements, basement renovation, acoustical improvements). A ground source heat pump system will be provided in the next phase for heating, cooling, and ventilating with no visible exterior HVAC equipment.
All work will be performed in accordance with the Massachusetts State Building Code 780 CMR, Ninth Edition, Chapter 34 – Existing Structures and the 2015 IEBC Chapter 12 – Historic Buildings as amended by Massachusetts. Variances have been obtained for the future interior work from 248 CMR (Uniform State Plumbing Code) and from 521 CMR (Massachusetts Architectural Access Board Regulations) for the overall accessibility solutions.
The building has a Preservation Restriction with the Massachusetts Historical Commission who has review authority for any renovations and alterations work. MHC previously reviewed and approved the project, stating that the work will have “no adverse effect” on the historic facility. The Salem Redevelopment Authority has local review authority for the exterior work. The project will be in conformance with the “Secretary of the Interior’s Standards for the Treatment of Historic Properties” in accordance with “Preservation” treatment standards.
The building will be occupied during the construction period for the exterior work. Circulation paths for pedestrians, deliveries to local businesses, and emergency vehicle access shall be maintained in Derby Square to the greatest extent possible. Since large crowds gather in Salem during October for the Halloween Season, the earlieset start date for the project is November 2024.
The Contractor shall be responsible for securing all required permits prior to performance of the work. Any permits issued directly by the City of Salem will have no associated fees for this Project. The Contractor shall provide a site safety mitigation plan in accordance with NFPA 241 for submission to the Building Department with the permit application.
The Contractor shall perform the work in a professional and expeditious manner utilizing qualified craftsmen in each of the respective trades. Maintain two legal means of egress from all areas of the building and site during construction. Do not obstruct the public way without providing alternate safe passage for all pedestrians. Do not block traffic or park illegally. Clean all debris daily to the satisfaction of the Architect, Owner and Authorities having jurisdiction. Obey local ordinances regarding generation of dust and noise during construction. Store all materials and tools in a safe location approved by the Owner.
This set of drawings together with the specifications (Project Manual) represent the intended scope of work for the exterior preservation and provision of accessible entrances. The project will follow public bidding regulations in accordance with MGL Chapter 149.
1.
2.
3.
4.
5.
6.
7.
8.
LIST OF DRAWINGS
SURVEY OF DERBY SQUARE SITE
S-1 EXISTING CONDITIONS SURVEY
EXTERIOR MASONRY RESTORATION
S-10 PROPOSED EXTERIOR ELEVATIONS
EXTERIOR DOOR SCHEDULE & NOTES
Replace existing door lock with mortised lever set at interior and exterior. Provide weatherstripping at all sides includingdoor bottom. Provide auto door operator, electric strike, and interior/exterior actuators. Replace closer and exterior door hold.
Replace existing door lock with mortised lever set at interior and exterior. Provide weatherstripping at all sides includingdoor bottom. Replace closer and exterior bronze door hold.
Remove existing astragal and provide weatherstripping between leaves and at jambs and head. Replace surface mountedegress hardware and provide lever sets at exterior. Provide auto door operators, electric latch retraction, and actuators.
Remove existing astragal and provide weatherstripping between leaves and at jambs and head. Replace surface mountedegress hardware and provide lever sets at each door. Replace pair of closers. Provide exterior bronze door holds.
Replace existing astragal and provide weatherstripping between leaves and at jambs and head. Replace surface mountedegress hardware and provide lever sets at each door. Replace pair of closers. Provide exterior bronze door holds.
Replace existing and provide weatherstripping between leaves and at jambs and head. Replace surface mountedegress hardware and provide lever sets at each door. Replace pair of closers. Provide exterior bronze door holds.
H.A
H.B
H.C
H.D
H.E
H.F
UP
UP
1 2 3 4 5 6 7 8
9
1 2 3 4 5 6 7 8
9
SWW GASWATEREX. CONC. FLUSH W/ SIDEWALK
EXIST. BOILER VENTS
EX. DS EX. DS
EX.DS
EX. BRICK SIDEWALK
EX. GRANITE FND. EXTENDS 3.5" @EACH SIDE
EX. GRANITE @ 4.5" ABOVE WALK EX. GRANITE FLUSH W/ SIDEWALK
EX. GRANITE @ 2" ABOVE WALK
EX. GRANITE FLUSH W/ SIDEWALK
EX. GRANITE FLUSH W/ WALK
EX. GRANITE @ 2" ABOVE SIDEWALK
EX. DS EX. CONC. WASH
DN
DN
EX. DS
EX. DS
EX. DS
EX. GRANITE UP 1"EX. BLUESTONE UP 4"EX. GRANITE DN 2"EX. BLUESTONE DN 1"SLOPE UP ~9.5" @ WALKWAYEX. FLUSH CURB CUT
SLOPE
UP 2"
UP 4"
@ CURB
UP 4.5"
@ STOOPEX. TERRACED COBBLESUP ~7" @ CURB CUTSLOPE
UP 3.5"
UP 5.25"
DN 3" SLOPENORTH END6 7 8 9 10 11
WEST SIDE
EAST SIDE
BLDG. BAY NUMBERSFOR REFERENCE
UP
UP
UP CATV1 2 3 4 5 6 7 8
9
1 2 3 4 5 6 7 8
9
1 2 3 4 5 6 7 8
9 SOUTH ENDUP
UP
1 2 3 4 5 6 7 8
9
1 2 3 4 5 6 7 8
9
SWW GASWATEREXIST. GRANITE @ 18" ABOVE SIDEWALK
EX. CONC. FLUSH W/ SIDEWALK
EX. DS EX. DS
EX.DS
EX. BRICK SIDEWALK
EX. GRANITE FLUSH WITH SIDEWALK
EX. GRANITE CURB EX. GRANITE @ 13" ABOVE WALK
EX. GRANITE @ 5" AFF
EX. GRANITE FND. EXTENDS 3.5" @EACH SIDE
EX. GRANITE @ 4.5" ABOVE WALK EX. GRANITE FLUSH W/ SIDEWALK
EX. GRANITE @ 2" ABOVE WALK
EXIST. BRICK BELOW SIDEWALK LEVEL
EX. GRANITE FLUSH W/ SIDEWALK
EX. FLUSH BRICK EX. FLUSH GRANITE
EX. STONE DUST 2" BELOW
EX. CONC. WASH
EX. GRANITE 4" ABOVE WALK
EX. GRANITE FLUSH W/ WALK
EX. GRANITE @ 2" ABOVE SIDEWALK
EX. DS EX. CONC. WASH
EX. GRANITE FLUSH WITH SIDEWALK
EX. CONC. WASH OVER GRANITE
EX. CONC. WASH OVER GRANITE
SWW
EX. GRANITE 18" ABOVE WALK
DN
DN
EX. DS
EX. DS
EX. DS
EX. DS
EX. GRANITE UP 1"EX. BLUESTONE UP 4"EX. GRANITE DN 2"EX. BLUESTONE DN 1"SLOPE UP ~9.5" @ WALKWAYEX. FLUSH CURB CUT
SLOPE
UP 2"
UP 4"
@ CURB
UP 4.5"
@ STOOPEX. TERRACED COBBLESUP ~7" @ CURB CUTSLOPE
UP 3.5"
UP 5.25"
DN 3" SLOPENORTH END1 2 3 4 5 6 7 8 9 10 11
WEST SIDE
EAST SIDE
SALVAGE HISTORIC GRANITE LANDING FOR RE-USE AT NORTH ENTRANCE; REFER TO A-04
SEE DRAWING A-04 FOR MODIFICATIONS TO NORTH ENTRY FOR ACCESSIBILITY
SEE RAMP EXCAVATION INFORMATION
ON EXIST. BASEMENT PLAN 1.0/A-03
RE-ROUTE LOWER PORTION TO AVOID PROJECTION INTO RAMP WIDTH & HEADROOM
REPLICATE MISSING BALUSTER AT SW CORNER RAILING
EX. GRANITE FND. PROJECTS3.5" FROM EACH SIDE
CB
CB1.5" WATERUP
UP
UP CATVHHHHHHHHHHHHHH
HH
HHHHHHHHHHHHHH
CB
CB
E
S
D
DS DS DS DS
DS DS DS
DN
DN
SWW
LT LT LT
HYD
HH
HH
S
S 8" A.C. SEWER
8" A.C. SEWER
HHEXIST. ACCESSIBLE WALKWAYTO SOUTH ENTRANCEE
D
LTLT
D
LT
LT
CB
D
DS
CB
LT
SWW
GAS
W
E
TO FRONT STREETTO ESSEX STREET6" C.I12" R.C.6" C.I.12" DICL WATER
12 R.C. DRAIN 6" C.I.6" C.I.6" C.I.6" C.I.CB
6" C.I6" C.I.6" C.I12 R.C.DRAIN
(DMH)
8" A.C. SEWER 1" COPPER6" C.I12" R.C. DRAIN12" DICL WATER
8" A.C. SEWER
12" DICL WATER
HYD
12" R.C.
W
C.O.
CHIMNEYDROP AT TOP OF STAIRS
EXIST. BELLY IN SANITARY PIPE 84" BELOW SIDEWALK
EXIST. VITREOUS CLAY OUTSIDE BLDG.
EXIST. CAST IRON INSIDE BLDG.
28" BELOW SLAB @ MID-HALL EXIST. CLEAN OUT IN FLOOR SLAB
INFO FROM VIDEO REVIEW 1/28/2022
EX. H-CAP TOILET IN WOMEN'S ROOM
EX. FIBER OPTICS PASS THRU BUILDING TO SERVE OTHERS BLDGS
15" BELOW SLAB @ MECH. (36" BELOW MID-HALL)
FORMER INTERIOR
RAIN LEADER PIPING
CHIMNEYDROP AT TOP OF STAIRS
84" BELOW SIDEWALK
EXIST. VITREOUS CLAY OUTSIDE BLDG.
EXIST. CAST IRON INSIDE BLDG.
UP
UP
LT
6"
C
.
I
.
REFER TO CIVIL DRAWINGSFOR RE-WORK DUE TO RAMP
SEE SURVEY
505' DEEP TEST BOREHOLE FOR GSHP SYSTEM
EXISTING SITE PLAN
Scale: 1/8" = 1'-0"
1
A-01
NORTH
EXISTING SITE PERIMETER AT BUILDING FACADE
Scale: 1/8" = 1'-0"
2
A-01
NORTH
NOTE: Drawing has been drafted from 1972-1973 Site Plans provided by the City of Salem and is intended to be for diagrammatic purposes only. Refer to Civil Drawings for actual current field survey information.
EXISTING SITE PLAN INFO
•PRIOR TO THE START OF CONSTRUCTION, DEVELOP A CONSTRUCTION MANAGEMENT PLAN IN ACCORDANCE WITH NFPA 241 THAT INCLUDES SITE ACCESS INFORMATION FOR MATERIALS STORAGE, SCAFFOLDING, AND PRESERVATION OF SITE ACCESS FOR PEDESTRIANS AND EMERGENCY VEHICLES INTO AND THROUGH DERBY SQUARE.
•PROTECT EXISTING BRICK PAVERS, CONCRETE ACCENT BANDING, GRANITE CURBS, LAMP POLES, TREES, TREE WELLS, ADJACENT BUILDINGS, AND ALL OTHER SITE FEATURES FROM DAMAGE.
•COOPERATE WITH THE OWNER, AUTHORITIES HAVING JURISDICTION, AND ABUTTING PROPERTY OWNERS & OCCUPANTS DURING CONSTRUCTION.
•REFER TO THE PROJECT MANUAL FOR “TEMPORARY FACILITIES AND CONTROLS” IN SECTION 01 50 00.O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
P.O. BOX 750089ARLINGTON MA 02475
tel: 617-876-7611fax: 617-876-6420
DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024 E X I S T I N G S I T E P L A NA-01
PROGRESS PRINT
NOT FOR CONSTRUCTION
PLAN FOR ACCESSIBLE BASEMENT ENTRANCE
Scale: 1/2" = 1'-0"
2
A-02
PROGRESS LAYOUT SANS NOTES;SEE A-03, A-04, AND A-10 FOR INFO
PROPOSED SITE PLAN
Scale: 1/8" = 1'-0"
1
A-02
NORTH
• RECONSTRUCT ACCESSIBLE WALKWAY AT PUBLIC ENTRANCE ON NORTH SIDE OF BUILDING TO CORRECT SLOPE OF PAVING (RUNNING & CROSS) AND IMPROVEMANEUVERING CLEARANCE (AT OUTSWING DOORS). PROVIDE GRANITE BOLLARDS AND METAL RAILINGS ATNORTH STEP TO LANDING. SEE EXTERIOR ELEVATIONS.
• PROVIDE ACCESSIBLE RAMP AND REPLACEMENT STAIRS TO BASEMENT FOR ENTRANCE INTO EXISTING EAST DOORWAY NEAR S.E. CORNER. PROVIDE RETAINING WALL WITH GUARD ABOVE CURB HEIGHT AND DUAL HEIGHT HANDRAILS AT EACH SIDE OF RAMP AND STAIRS. SEE EXTERIOR ELEVATIONS AND DETAILS.
• REPAIR AND RE-FINISH EXISTING METAL RAILINGS AT SOUTH FAÇADE STEPS AND BASEMENT DOOR WELL AT WEST FACADE. REPLICATE ONE MISSING BALUSTER.
• SEQUENCE EXTERIOR WORK TO MAINTAIN SUFFICIENT PEDESTRIAN AND EMERGENCY VEHICLE ACCESS BETWEEN FRONT STREET AND ESSEX STREET.1.5" WATERUP IMPROVE ACCESSIBLE WALKWAYTO NORTH ENTRANCEUP
UP
UP
UP CATVHHHHHHHHHHHHHH
HH
HHHHHHHHHHHHHH
CB
CB
E
S
D
DS DS DS
DS DS DS
LT LT LT
HYD
HH
HH
S
S 8" A.C. SEWER
8" A.C. SEWER
HH
E
D
LTLT
D
LT
LT
CB
D
DS
CB
LT
SWW
W
E
TO FRONT STREETTO ESSEX STREET12" R.C.6" C.I.12" DICL WATER
12 R.C. DRAIN 6" C.I.6" C.I.6" C.I.CB 6" C.I6" C.I.6" C.I6"
C
.
I
.
12 R.C.DRAIN
(DMH)
8" A.C. SEWER 1" COPPER6" C.I12" R.C. DRAIN12" DICL WATER
8" A.C. SEWER
12" DICL WATER
HYD
12" R.C.
W
EX. CHIMNEY DROP AT TOP OF STAIRS
EXISTING BELLY IN
SANITARY PIPE
28" BELOW SLAB @ MID-HALL EXIST. CLEAN OUT IN FLOOR SLAB
EX. FIBER OPTICS PASS THRU BUILDING TO SERVE OTHERS BLDGS
15" BELOW SLAB @ MECH. (36" BELOW MID-HALL)
84" BELOW SIDEWALK
EXIST. SANITARY OUTSIDE BLDG.
EXIST. SANITARY INSIDE BLDG.
LT
DS
DN SWW 6" C.I6" C.IDNPROVIDE ACCESSIBLE RAMP DOWN
TO BASEMENT ENTRANCE
6" C.I.ENTRYDRAINPEOVIDE ACCESSIBLE WALKWAYTO MATCH OPPOSITE SIDEUP
FLUSH GRANITE
REFER TO CIVIL DWGS.
OFFSET ABOVE RAMP; SEE CIVIL DWGS
REFER TO STRUCTURAL DWGS.FOR RETAINING WALL, RAMP & STAIRS
REFER TO CIVIL DRAWINGSFOR ADA DRAINAGE AT LANDING
EXIST. ELECT.SERVICE
GAS
SEE SURVEY
505' DEEP TEST BOREHOLE FOR GSHP SYSTEM
CB
CB
NOTE: Drawing has been drafted from 1972-1973 Site Plans provided by the City of Salem and is intended to be for diagrammatic purposes only. Refer to Civil Drawings for actual current field survey information.
SITE PLAN INFO
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DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024
PROGRESS PRINT
NOT FOR CONSTRUCTION P R O P O S E D S I T E P L A NA-02
RAD.
UP
1
2
3
5
4
UP
1
2
3
5
4
2
1
UP
VAULT
ELEV.RAD.MECH. RM.
3
2
1
UP
UP
5"
WOMEN
DOCUMENTS
UP RAD.RAD.C.O.
MEN
RAD.
C.O.
ACCESSCRAWL
FORMER ROOF DRAIN & HOUSE TRAP
TEL.
RAD.GAS METERRAD.
RAD.RAD.
H O2
3 2 1 UP
ELEV.EQUIP.
EX. COND. BOILERS
UP
3
2
1
F.D.
EX. EXP. TANKS
EX. H O22
EX.FIBER OPTIC ELECTRICALRAD.
ORIG. STONE WALL
ADDED EX CMU
ELEV. LOBBY
PASSAGE
MID HALL
EASTHALL
SOUTHSTAIR(CATV)MISC.
UTILITIES
NORTHSTAIR
COSTUMES STORAGE
C.O.
WEST HALL
TYP: C.L. OF EXIST. FIRST FLOOR COLUMNS ABOVE
TYP: 16" SQ. EX. BRICK PIERS SUPPORTING CENTRAL N/S BEAM & E/W TRANSFER BEAMS
EX. GAS RISER
EXIST. H O RISER2
6.25"
VIDEO SCOPE ROUTE
FORMER W.C.
EXIST. SANITARY
TO FRONT ST.
FORMER W.C.
EX. 2" VENT
EX. COL.
EX. 3" VENT EX. COLS.EX. 1ST FLOORCOLS. ABOVEEX. COL.
EX. 2" VENT
EX. COLS.EX. COL.
EX. COL. ASSUMED
5.4% SLOPE
2.9% SLOPE
APPROX. LOCATION OF FIBER OPTIC DROP FROM CLG. THRU WALL
OUTER FACE OF EXIST. GRANITE CURB ABOVE
EX. ELECT. TO EXT.
POLE LIGHTS
EX. WATER PIPING W/ SHUTOFF & SPIGOT
D10
D09
S01
EXISTING BASEMENT PLAN
Scale: 3/16" = 1'-0"
1.0
A-03
NORTH
S02 SEE EXCAVATION INFO FOR RAMP ON 1.0/A-04 S02 SEE EXCAVATION INFOFOR STAIRS ON 1.0/A-04
UP
1
2
3
5
4
2
1
UPRAD.3
2
1
UP
UP
5"
UP RAD.RAD.C.O.
RAD.
C.O.
FORMER ROOF DRAIN & HOUSE TRAP
TEL.
RAD.GAS METERRAD.
RAD.RAD.
H O2
3 2 1
UP
EX. COND. BOILERS
UP
3
2
1
F.D.
EX. EXP. TANKS
EX. H O2
EX.FIBER OPTIC ELECTRICALRAD.
ORIG. STONE WALL
ADDED EX CMU(CATV)C.O.
TYP: C.L. OF EXIST. FIRST FLOOR COLUMNS ABOVE
TYP: 16" SQ. EX. BRICK PIERS SUPPORTING CENTRAL N/S BEAM & E/W TRANSFER BEAMS
EX. GAS RISER
EXIST. H O RISER2
6.25"
VIDEO SCOPE ROUTE
FORMER W.C.
EXIST. SANITARY
TO FRONT ST.
FORMER W.C.
EX. 2" VENT
EX. COL.
EX. 3" VENT EX. COL.EX. COL.
EX. 2" VENT
EX. COLS.EX. COL. ASSUMED
5.4% SLOPE
2.9% SLOPE
APPROX. LOCATION OF FIBER OPTIC DROP FROM CLG. THRU WALL
EX. ELECT. TO EXT.
POLE LIGHTS
EX. WATER PIPING W/ SHUTOFF & SPIGOT
D10
RAD.(CATV)3
5
4
REMOVE FORMER COMBUSTION AIR LOUVER & INFILL MASONRY TO MATCHRELOCATE GRANITE CORNER CURBG.07
P.12BASEMENT PLAN
Scale: 3/16" = 1'-0"
1.1
A-03
NORTH52" @WALLS60" @WALKUP1:12 RAMP UP
44" @RAILSPROVIDE 60" MIN. TURNING RADIUSAT ENTRANCE LANDING TO BASEMENT
MATCH 8" GRANITE CURB AS WALL CAP TO RAMP
PROVIDE REINFORCED RETAINING WALL BELOW GRADE
PROVIDE AUTO OPERATOR WITH INT./EXT. ACTUATORS BSMT. DOOR
0.17
G.10
G.05
G.05UP
W.C.
HALLMIDDLE
EX.FIBER OPTIC EX. 1ST FLOORCOLS. ABOVEEX. COLS.EX. COL.
ROOMMECH.
HALLEAST
STAIRSOUTH
EQUIP.ELEV.
ELEV.
LOBBYELEV.
WOMEN
COSTUMES STORAGE
CRAWLACCESS
UTILITIESDOCUMENTSMISC.MEN
PASSAGE
HALLWEST
VAULT
NORTHSTAIR
1 2 3 4 5 6 7 8 9
PROVIDE 12" SQUARE ADA-COMPLIANT HEEL-SAFE GRATE PER CIVIL DWGS
EX.DS
5
A-11
• THE BASEMENT LEVEL HAS FOUR MEANS OF EGRESS, ONE OF WHICH WILL BE TEMPORARILY UNAVAILABLE DURING CONSTRUCTION OF THE ACCESSIBLE RAMP THAT WILL PROVIDE WHEELCHAIR ACCESS FROM THE EXTERIOR TO THE BASEMENT LEVEL. COORDINATE TIMING AND PROVIDE DIRECTIONAL SIGNAGE AT THE INTERIOR SO THAT SAFE MEANS OF EGRESS ARE KNOWN AND MAINTAINED.
• TEMPORARY WATER AND ELECTRICITY FROM WITHIN THE EXISTING FACILITY WILL BE ALLOWED BY THE OWNER FOR THE CONTRACTOR’S USE DURING THE CONSTRUCTION PERIOD.
• MAINTAIN SECURITY OF THE BUILDING AT ALL TIMES TO PREVENT UNAUTHORIZED ENTRANCE BY THE PUBLIC AT TIMES WHEN EVENTS ARE NOT SCHEDULED IN THE FACILITY.
• PROVIDE DUST PROTECTION AND PROVIDE DAILY CLEANING OF FLOORS, SURFACES, AND RESTROOMS WHEN IN USE BY THE CONTRACTOR AND THEIR SUBCONTRACTOR’S PERSONNEL.
BASEMENT INFO
O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
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DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024 B A S E M E N T P L A N SA-03
PROGRESS PRINT
NOT FOR CONSTRUCTION
UP
UP
UP CATVENTRANCE
7
6
5
4
3
2
1
OFFICE
UP
VAULT
CUSTODIAN
15 14 13 12 11
10
9
8
7
SOUTHFOYER
ELEV.
1
5
4
3
2
13
12
11
10
9
8
DN
UP
1 2 3 4 5 6 7 8
9
1 2 3 4 5 6 7 8
9
1 2 3 4 5 6 7 8
9
DN
2
3
4
SWW
GAS
5
DN
2
3
4
5
WATER
EX. BOILER VENTS
EX. DS
EX. DS EX. DS
EX.DS
EX. BRICK SIDEWALK
TYP.: EX. PTD. WD. PIPING ENCLOSURE @ 4 1/8" AFF
TYP.: EX. 48" RADIATOR
TYP.: FAUX PILASTER FOR PIPING ENCLOSURE
EX. DS
EX. DS
SWW EXISTING SLOPING WALKWAY TO ENTRYEX. FLUSH CURB CUTAT CORNER TO WALK
UP
10.5"EX. TERRACED COBBLES5.25"
SOUTHSTAIR
SOUTHEXIT
ELEVATORLOBBY
NORTHSTAIR
EX. BRICK SIDEWALK
EX. GRANITE CURB
SLOPE
UP 3.5"
12
UP
EX. DS
REMOVE WALKWAY, CURBING & AREAWAY STAIRS;
EXCAVATE FOR ACCESSIBLE RAMP & STAIR REMOVE WALKWAY, LANDING & CURBING FOR ACCESSIBLILITY IMPROVEMENTSEX. GRANITE CURB
UP 3.5"
16.7%
UP 2.5"
@ 6.94%
S02
S08
S01
CUH
CUH
S05
COLONNADE NORTHFOYER
DN
RAD.
CUH
S03
S04D07
RAD.RAD.E S04S05S03P06
EXISTING FIRST FLOOR PLAN
Scale: 3/16" = 1'-0"
1.0
A-04
NORTH
1.0
A-00
EX. DS
S06
S06
S06 S06 S06
S06S06
PROVIDE RAMP DN TO BASEMENT BELOW DN
DN
7
6
5
4
3
2
1
16 15 14 13 12
11
10
9
8
EX. DS
UP
EX.DS
E1G
W1GW1H
DN
2
3
4
5
W1J
E1J
G.10
FIRST FLOOR PLAN
Scale: 3/16" = 1'-0"
1.1
A-04
NORTH
GAS
WATER
EX. DS EX. DS
SWW
W1E W1D W1C W1B W1AW1F
12PROVIDE ACCESSIBLE WALKWAY @ < 5%RUNNING SLOPE & < 2% CROSS SLOPEUP
N1A
N1B
N1C
N1D
PROVIDE ACCESSIBLE WALKWAYTO MATCH OPPOSITE SIDEPROVIDE GRANITE BOLLARDS W/ PTD. STEEL RAILINGSINSTALL SALVAGED GRANITE LANDING & PROVIDE MATCHING PIECE TO DOORWAYG.05G.04
N11
PROVIDE CURB CUT AT CORNER TO WALK
EX. DS
SWW
EX. DS
E1D E1AE1BE1CE1FE1E
1.1
A-00
CATV9
EX. DS
EX. DS
UP
UP
UP
1 2 3 4 5 6 7 8
9
1 2 3 4 5 6 7 8
9
1 2 3 4 5 6 7 8
DN
1.10
S1C
S1BG.06
G.06
G.06
S1D
S1A
S11
E1H
EX. FLUSH CURB CUTAT CORNER TO WALK
RESET BRICK SIDEWALK
EX. GRANITE CURB
RESET BRICK SIDEWALK
EX. GRANITE CURB
CUH
1
5
4
3
2
13
12
11
10
9
8
DN
UP
UP 3.5"
16.7%
UP 2.5"
@ 6.94%
CUH
E
CUH
1.11
1.12
W1L W1K
E1KE1L
1.01
RESET BRICK SIDEWALKEXITSOUTH
STAIRSOUTH
OFFICE
VAULT
PASSAGE
FOYERNORTH
LOBBYELEV.
ELEV.
FOYERSOUTH
STAIRNORTH
STAIRNORTH
ENTRANCE
COLONNADE
G.13
G.13
G.13
5
A-11
1 2 3 4 5 6 7 8 9
• THE FIRST FLOOR HAS TWO MEANS OF EGRESS WITHOUT USING THE BASEMENT AS A POSSIBLE EXIT PATH. THE EXTERIOR OF THE PRIMARY PUBLIC ENTRANCE AT THE NORTH FAÇADE WILL BE RECONFIGURED FOR FULL COMPLIANCE WITH ACCESSIBILITY REGULATIONS.
• COORDINATE THE TIMING OF DISRUPTION TO THE NORTH ENTRANCE IN COOPERATION WITH THE OWNER’S EVENTS. NOTE THAT THE NORTH ENTRANCE SHOULD BE MADE AVAILABLE FOR EVENING EVENTS DURING THE CONSTRUCTION PERIOD, AND THE OWNER WILL LIMIT THE SCHEDULING OF DAYTIME EVENTS TO THE EXTENT FEASIBLE TO PROVIDE THE CONTRACTOR REASONABLE ACCESS FOR THE RECONFIGURATION.
• PROVIDE DIRECTIONAL SIGNAGE AT THE INTERIOR SO THAT SAFE EGRESS ROUTES ARE KNOWN, WELL-LIGHTED, AND SAFELY MAINTAINED.
• MAINTAIN SECURITY OF THE BUILDING AT ALL TIMES TO PREVENT UNAUTHORIZED ENTRANCE BY THE PUBLIC AT TIMES WHEN EVENTS ARE NOT SCHEDULED IN THE FACILITY.
• PROVIDE DUST PROTECTION AND PROVIDE DAILY CLEANING OF FLOORS AND SURFACES ADJACENT TO THE AREAS OF EXTERIOR WORK.
FIRST FLOOR INFO
O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
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DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024 F I R S T F L O O R P L A N SA-04
PROGRESS PRINT
NOT FOR CONSTRUCTION
UP 1
2
3
4
GREAT HALL
SOUTHSTAIR
DN
STAGEDN
1817161514
13
12
11
10
9
8
7
6
5
4
3
2
ELEV.
FORMERTOWN CLERK
FORMERSELECTMEN
RESTROOM
ELEVATORLOBBY
CLO.
22 21 20 19 18 17 16 15 14 13 12
10
9
11
UP
1 2
3
4
E
E
NORTH STAIR
1
1
2
2
SOUTHSTAIR
STAGEHALL
ELEV.
FORMERTOWN CLERK
FORMERSELECTMEN
CLO.
NORTH STAIR
UP
UP
RAD.RAD.
RAD.RAD.RAD.RAD.EXIST.VENTEXIST.VENTTYP. @ RADS. IN GREAT HALL
TYP. @ RADS. IN GREAT HALL
RAD.RAD.RAD.RAD.D10
D10
EXISTING SECOND FLOOR PLAN
Scale: 3/16" = 1'-0"
1.0
A-05
NORTHRAD.D10
D10
W2E W2D W2C W2B
N2A
N2B
E2H E2D E2AE2BE2C
N2C
N2D
E2G E2F E2EE2LE2K
W2FW2GW2HW2KW2L
E2J
N21
W2J
S2A
S2B
S2C
S2D
S21
W2A
P.12
P.12 P.12
P.12
SECOND FLOOR PLAN
Scale: 3/16" = 1'-0"
1.1
A-05
NORTH
UP 1
2
3
4
DN
DN
1817161514
13
12
11
10
9
8
7
6
5
4
3
2
22 21 20 19 18 17 16 15 14 13 12
10
9
11
UP
1 2
3
4
E
E
1
1
2
2
UP
UP
RAD.RAD.RAD.RAD.EXIST.VENTEXIST.VENTTYP. @ RADS. IN GREAT HALL
TYP. @ RADS. IN GREAT HALL
RAD.RAD.RAD.RAD.RAD.RAD.RAD.
GREAT HALL
SOUTHSTAIR
STAGEHALL
ELEV.
FORMERTOWN CLERK
FORMERSELECTMEN
RESTROOM
ELEVATORLOBBY
NORTH STAIR
SOUTHSTAIR
STAGEHALL
ELEV.
FORMERTOWN CLERK
FORMERSELECTMEN
CLO.
NORTH STAIR
CLO.
• WORK ON THE SECOND FLOOR IS LIMITED TO WINDOW IMPROVEMENTS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS, AND TO THE INFILL OF FOUR ABANDONED UNIT VENTILATOR GRILLES AS INDICATED IN THE PLANS AND ELEVATIONS.
• MAINTAIN SECURITY OF THE BUILDING AT ALL TIMES AND PROVIDE DUST PROTECTION AND PROVIDE DAILY CLEANING OF FLOORS, SURFACES, AND RESTROOMS (IF USED) ADJACENT TO THE AREAS OF WORK.
• ACCESS TO THE ATTIC, IF REQUIRED, IS MADE VIA USE OF A CONTRACTOR-PROVIDED EXTENSION LADDER IN THE FRONT HALLWAY. DO NOT LEAVE THE ATTIC HATCH OPEN OR THE LADDER IN PLACE DURING ANY EVENTS DUE TO ITS REQUIRED PLACEMENT IN THE PATH OF EGRESS.
SECOND FLOOR INFO
O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
P.O. BOX 750089ARLINGTON MA 02475
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DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024
A-05 S E C O N D F L O O R P L A N SPROGRESS PRINT
NOT FOR CONSTRUCTION
UP TO CUPOLA VENTILATION
RETAIN EXIST. COPPER DRAIN PAN AT FLOOR
EX. WALKWAY
EXIST.CHIMNEYEXIST.CHIMNEYEXIST. GALV. VENT DUCT 54 x 40
ATTIC HATCH
UP
3
2
1
EX. SKYLIGHT ROOF HATCH & LADDER
4
UP
16" NOMINAL 4-WYTHE BRICK @ 2ND FLOOR BELOW
12" NOMINAL 3-WYTHE BRICK @ GABLE
BRICK LEDGE BELOW SUPPORTS CEILING JOISTS IN GREAT HALL
COVE CEILING OF
GREAT HALL BELOW
EX. BOTTOM CHORD OF TIMBER TRUSS
24 x 42 VENT DUCT DOWN
CEILING JOISTFRAMINGNOT SHOWN
TYPICAL
COVE CEILING OFGREAT HALL BELOW
EX. 8" AVG. LOOSEFILL FIBERGLASSINSULATION
EXIST. ELEVATOR HOISTWAY BELOW
EX. VENT EX. VENT
EX. VENTEX. VENT
EXISTING ATTIC PLAN
Scale: 3/16" = 1'-0"
1.0
A-06
NORTH
N3AS3A
ATTIC PLAN
Scale: 3/16" = 1'-0"
1.1
A-06
NORTH
UP TO CUPOLA VENTILATION
RETAIN EXIST. COPPER DRAIN PAN AT FLOOR
EX. WALKWAY
EXIST.CHIMNEYEXIST.CHIMNEYEXIST. GALV. VENT DUCT 54 x 40
ATTIC HATCH
UP
3
2
1
EX. SKYLIGHT ROOF HATCH & LADDER
4
UP
16" NOMINAL 4-WYTHE BRICK @ 2ND FLOOR BELOW
12" NOMINAL 3-WYTHE BRICK @ GABLE
BRICK LEDGE BELOW SUPPORTS CEILING JOISTS IN GREAT HALL
COVE CEILING OF
GREAT HALL BELOW
EX. BOTTOM CHORD OF TIMBER TRUSS
24 x 42 VENT DUCT DOWN
CEILING JOISTFRAMINGNOT SHOWN
TYPICAL
COVE CEILING OFGREAT HALL BELOW
EX. 8" AVG. LOOSEFILL FIBERGLASSINSULATION
EXIST. ELEVATOR HOISTWAY BELOW
EX. VENT EX. VENT
EX. VENTEX. VENT
•WORK IN THE ATTIC IS LIMITED TO WINDOW IMPROVEMENTS PER THE DRAWINGS AND SPECIFICATIONS AND THE PROVISION OF WIRING AND CONTROLS TO THE ICE MELT SYSTEM IF ACCEPTED AS AN ALTERNATE.
•SEE NOTE ON SECOND FLOOR ABOUT LADDER ACCESS FROM BELOW AND DO NOT BLOCK GREAT HALL EGRESS IF AN EVENT IS SCHEDULED.
•IF USING THE ROOF HATCH FOR ACCESS TO THE ROOF, DO NOT LEAVE IT OPEN OR UNATTENDED TO PREVENT ACCESS OF BIRDS OR INCLEMENT WEATHER TO THE INTERIOR.
ATTIC INFO
O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
P.O. BOX 750089ARLINGTON MA 02475
tel: 617-876-7611fax: 617-876-6420
DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024
PROGRESS PRINT
NOT FOR CONSTRUCTION A T T I C P L A N SA-06
EXIST. SLATES6:12 PITCH
EXIST. SLATES6:12 PITCH
EXIST. COPPER RIDGE CAP
EXIST. COPPER CLAD ROOF @ VENT CUPOLA
EXIST. COPPER CRICKET @ CHIMNEY (TYP.)
EXIST. PLUMBING VENT TYP. (1 OF 4)
EXIST. GUTTER OUTLET (TYP.)EXIST. COPPER HANGING HALF ROUND GUTTER (TYP.)
ALTERNATE: REMOVE 2-RAIL SNOW GUARD & STANCHIONS
RETAIN 3-RAIL SNOW
GUARD & BRACKETS
ALTERNATE: REMOVE 2-RAIL SNOW GUARD & STANCHIONS RETAIN 3-RAIL SNOW
GUARD & BRACKETS
RETAIN 3-RAIL SNOW
GUARD & BRACKETS
EXISTING ROOF PLAN
Scale: 3/16" = 1'-0"
1.0
A-07
NORTH
ALTERNATE: REMOVE LOWER COURSES OF SLATE SHINGLES FOR ICE MELT APRON
ALTERNATE: REMOVE LOWER COURSES OF SLATE SHINGLES FOR ICE MELT APRON
EXIST. HATCH
EXIST. COPPER FLASHING (TYP.)
ALTERNATE: PROVIDE 3-RAIL SNOW GUARD SYSTEM TO MATCH EXIST.
ALTERNATE: RELOCATE ICE FLAGS ALTERNATE: PROVIDE 3-RAIL SNOW GUARD SYSTEM TO MATCH EXIST.ALTERNATE: RELOCATE ICE FLAGS FROM UPPER TO MIDDLE RAIL
ALTERNATE: RELOCATE ICE FLAGS FROM UPPER TO MIDDLE RAIL
FROM UPPER TO MIDDLE RAIL
ROOF PLAN
Scale: 3/16" = 1'-0"
1.1
A-07
NORTH
ALTERNATE: PROVIDE ICE MELT SYSTEM
ALTERNATE: PROVIDEICE MELT SYSTEM
EXIST. HATCH
EXIST. SLATES6:12 PITCH
EXIST. SLATES6:12 PITCH
EXIST. COPPER RIDGE CAP
EXIST. COPPER CLAD ROOF @ VENT CUPOLA
EXIST. COPPER CRICKET @ CHIMNEY (TYP.)
EXIST. PLUMBING VENT TYP. (1 OF 4)
EXIST. GUTTER OUTLET (TYP.)EXIST. COPPER HANGING HALF ROUND GUTTER (TYP.)
EXIST. HATCH
EXIST. COPPER FLASHING (TYP.)
6
A-11
4
A-11
4
A-11
•REFER TO CUPOLA INFORMATION ON DRAWING A-11, ROOFING INFORMATION IN THE SPECIFICATIONS, AND ALTERNATES AS LISTED IN SECTION 01 23 00 OF THE PROJECT MANUAL.
ROOF INFO
O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
P.O. BOX 750089ARLINGTON MA 02475
tel: 617-876-7611fax: 617-876-6420
DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024
PROGRESS PRINT
NOT FOR CONSTRUCTION R O O F P L A N SA-07
TYPICAL FIRST FLOOR WINDOW INTERIOR
Scale: 3/4" = 1'-0"
E.1
A-08
TYPICAL SECOND FLOOR WINDOW INTERIOR
Scale: 3/4" = 1'-0"
F.1
A-08
TYPICAL FIRST FLOOR WINDOW EXTERIOR
Scale: 3/4" = 1'-0"
E.2
A-08
TYPICAL SECOND FLOOR WINDOW EXTERIOR
Scale: 3/4" = 1'-0"
F.2
A-08
7'-6 3/8"5'-0"2'-4 1/2"3'-0 1/2" AFF40" EX. PTD. WD. SASH
54 3/8" @ EX. PTD. WD. CASINGS 1 7/8" TRANSOM BARC
A-08
FIRST FIN. FLOOR (@ SOUTH FOYER)
EX. SINGLE-PANE GLAZING
EX. PTD. WD. APRON & STOOL
3/4"
1 1/4"
39" CLEAR AT BLIND STOPS
FACE OF EX. PTD. WD. SILL
SLOPING EX. MORTAR WASH
2 3/8"
48" EX. BRICK RECESS
51 3/4" EX. PTD. BROWNSTONE SILL
43" CLEAR AT BLIND STOPS
48" EXIST. MASONRY OPENING
4'-4"D
A-08
EX. SINGLE-PANE GLAZING
EX. PTD. WD. APRON & CHAIR RAIL
D
A-08
3/4"
1 1/4"9'-2 1/8" EXTERIOR SILL TO TOP OF SASH (1/2" ABOVE BLIND STOP)44" EX. PTD. WD. SASH
SECOND FIN. FLOOR @ GREAT HALL
FIRST FIN. FLOOR 1'-8" NOMINAL TRANSOM5'-1" NOMINAL SASHC
A-08
C
A-08
EXIST.
BRICK
EXIST.
BRICK
OPERABLELOWER SASH
FIXEDUPPER SASH
EXIST. PTD. WD.TRANSOM BAR
FIXEDTRANSOM
SECOND FIN. FLOOR @ GREAT HALL
EXIST. PTD. WOOD SILL
FIXEDUPPER SASH
OPERABLELOWER SASH
EXIST. PTD. WD.BRICKMOULD
D
A-08
EXIST.
BRICK
EXIST.
BRICK
(TYPES N1 - S1 - E1 - W1)(TYPES N1 - S1 - E1 - W1)
(TYPES N2 - S2 - E2 - W2)(TYPES N2 - S2 - E2 - W2)PROVIDE EXTERIOR SINGLE-HUNG STORMPROVIDE EXTERIOR FIXED STORMD
A-08
PROVIDE EXTERIOR SINGLE-HUNG STORMC
A-08
A.1
A-08 A.3
A-08
A.5
A-08
A.2
A-08
A.4
A-08
A.3
A-08
A.4
A-08
A.5
A-08
A.2
A-08
A.1
A-08
A.3
A-08
A.3
A-08
A.2
A-08
A.5
A-08
A.4
A-08
A.1
A-08
A.5
A-08
A.1
A-08
A.2
A-08
A.4
A-08
EXIST. STAGE + EXTENSION TO INCLINED LIFT @ 30" AFF
EXIST. UPPER TIER OF PERIMETER SEATING @ 13" AFF
EXIST. LOWER TIER OF PERIMETER SEATING @ 6 1/2" AFF
1/8"
TYPICAL FIRST FLOOR WINDOW DETAILS: SILL / HEAD / JAMB
Scale: 3" = 1'-0"
C
A-08
TYPICAL SECOND FLOOR WINDOW: SILL / JAMB
Scale: 3" = 1'-0"
D
A-08 (TYPES N1 - S1 - E1 - W1)(TYPES N2 - S2 - E2 - W2)SILLJAMB1 7/8"8 1/4"3 3/4"9 1/4"
1"5 1/2"51 3/4" PTD. BROWNSTONE SILL2 1/2"2"1 1/2"1 1/2"
SASH
1 1/2"
SASH
1 1/2"7/8"
1"1/2"48" @ BRICK JAMBS4 1/4"44" SASH4 1/16"110 1/8" SASH52" AFF TO 2ND FLOOR(EXCL. SEATING TIERS & STAGE)2 11/16"1 1/2"116" MASONRY OPENING7/16"1'-8"1"1 3/8"BLINDSTOP 2 3/8"1 3/4"EX. PTD. WOOD
EXIST.BRICK
1'-6"
1 1/2"
7/8"1/4"
3/8"
9"
EXIST.
S
P
L
A
Y
E
D
J
A
M
B
5 3/8"
1 3/4"
1 7/8"
7/8"
EXIST. PTD. PLASTER
SEE SPECS FOR EXTERIOR STORMS
EXIST. BRICK JAMBEXIST. PTD. WD. SILL
EXIST. PTD. WD. STOOL
EXIST. PTD. BROWNSTONE
W-STRIP BOTTOM RAIL PER SPECS
EXIST. PTD. PLASTERBOT. RAIL5"4 1/2"3'-4" EX. SASHJAMB-TO-JAMB7/8"1 1/4"7/8"7/8"3 3/4"EX. APRON3/8"1 3/4"2 7/8"7/8"1 1/2"
SASH
1 7/8"1 1/2"
SASH
3/8" EXIST. PARTING BEAD1" EX. BRICK MOULD
SILLINTERIOREXTERIOR
EX. BRICK
MORTAR WASH
EX. PTD. WD. SILL
EXIST. PTD.PLASTER
1'-1 1/4" EX. WALL 36 1/2" AFF4 1/2" MORTAR
WASH OVER BRICK
1"1 1/2"1 1/2"4 3/4" EXIST.
PTD. WD. STOOL
10 5/8"1'-6" EX. BRICK AT RECESS
2'-11 1/4"7/8"1"4" EX. CASING2 15/16"1 1/4"7/8"JAMB1/2" STOP1 1/2"
3/8"
7/8"
3/8"1/4"
1 1/2"
11 1/2"
1"
BLINDSTOP
4'-6 3/8" EXIST. CASINGS1/4"4'-0" JAMB TO-JAMB3/8" x 3/8" FORMER SCREEN RECEPTOR
EXIST. PTD. PLASTER WALL
W-STRIP BOTTOM RAIL PER SPECS
SEE SPECS FOR EXTERIOR STORMS3/8"NO.SASH SIZE CONFIGURATION STORM REMARKS
N1 + S1 + E1 + W1 40 x 61 x 1.5 WITH 8-OVER-8 SH WITH SH EXTERIOR WITH APPLICABLE TO: N1A THRU N1D; E1A THRU E1L; S1B & S1C; W1A THRU W1L
40 x 20 TRANSOM 10-LIGHT SEMI-CIRCLE EXTERIOR FIXED TRANSOM
S1A & S1D FAN LIGHT OVER DOORS 10-LIGHT SEMI-CIRCLE EXTERIOR FIXED TRANSOM
52.75 x 28 TRANSOM
N11 & S11 FAN LIGHT OVER DOORS 15-LIGHT SEMI-CIRCLE EXTERIOR FIXED TRANSOM
77 x 40 TRANSOM
N2 + S2 + E2 + W2 44 x 110 x 1.5 22-OVER-12 SH WITH SH EXTERIOR / NO TRANSOM APPLICABLE TO: N2A THRU N2D; E2A THRU E2L; S2A THRU S2D; W2A THRU W2L
(NO TRANSOM)ARCHED UPPER SASH (UPPER SASH ARCHED)
N21 & S21 44 x 110 x 1.5 WITH 22-OVER-12 SH WITH SH EXTERIOR WITH
15 x 79 x 1.5 PAIR PAIR 16-LIGHT FIXED EXTERIOR FIXED SIDELIGHTS
N3A & S3A 96 x 40 x 1.5 21-LIGHT FIXED EXTERIOR FIXED
VERIFY ARCHED ATTIC WINDOW SINGLE LIGHT STORM
WINDOW SCHEDULE
NOTES:
1. SEE SPECS FOR GENERAL RENOVATION REQUIREMENTS FOR ALL WINDOW TYPES BY LOCATION.2. SEE SPECS FOR MODIFICATIONS NEEDED AT SPECIFIC OPENINGS PER OBSERVED CONDITIONS.
MEETING RAIL PROFILE
Scale: Actual Size
A.2
A-08
UPPER SASH MTG. RAIL LOWER SASH MTG. RAIL
MUNTIN PROFILE
Scale: Actual Size
A.1
A-111/4"1"1 3/4"
1 1/2"1/4"1/4"1 1/2"
1 3/4"1"1/4"ALL BOTTOM RAILS
Scale: Actual Size
A-3
A-08
ALL LOWER STILES
Scale: Actual Size
A-4
A-082nd FLR UPPER STILE
Scale: Actual Size
A.5
A-08
EXTERIOR STORM WINDOW
Scale: Actual Size
B
A-082 MEETING RAIL DETAILINTERIORFIXED UPPER SASH
FIXED SCREENFRAME
OPERABLE LOWER SASH1 HEADDETAILMARINE VINYL GLAZING
DEEP GUIDE CHANNEL STOP
INTERIOR4
A-08
3
A-08
2
A-08
1
A-08
SEALANT
EXIST. PTD. WDBLIND STOP
FOAM TAPE
SCREENEXTERIOREXTERIOR4 JAMB DETAIL
INTERIOR
EX. PTD. WD.UPPER SASH
EX. PTD. WD.BLIND STOP
EXTERIOR
TRACK FOR OPERABLE LOWER SASH
FIXED UPPER SASH
FOAM TAPE
SEALANT
INTERIORRETAINING CLIP
H-STYLE SILLEXPANDER; CUT INNER LEG TO FIT SLOPE & PROVIDE WEEPS
RECEPTOR FRAMING
INTEGRAL LIFT @ LOWER SASH
3 SILL DETAILSCREENEXTERIOREXIST. PTD. WD. SILL
3/8"EXTERIORINTERIORCUT KERF & PROVIDE TIMBERSEAL WEATHERSTRIP TO FIT @ SILL
ROUTE STILE & PROVIDE LIMITER PER SPECS 1/4"EXTERIOR INTERIOR
1 1/2"
1/8"3/8"1/2"
1"7/16"1/8"5/8"1/4"1/8"PUTTY
GLASS
1/16"
CUT KERF & PROVIDE TIMBERSEAL WEATHER STRIP TO FIT JAMB TRACK
3/8"EXTERIORINTERIOR1 1/2" SASH
EX. 1 1/4" SPRING BRONZE W.STRIP
3/8" EXIST.PARTING BEAD
EX. INT.
STOP
REMOVE PAIR OF BRONZE HOOK STRIPS AT MEETING RAIL WHERE PRESENT
CUT KERF & PROVIDE TIMBER SEAL
1/4"(VIF)O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
P.O. BOX 750089ARLINGTON MA 02475
tel: 617-876-7611fax: 617-876-6420
DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024
PROGRESS PRINT
NOT FOR CONSTRUCTION W I N D O W I N F O R M A T I O NA-08
9'-10" AVG.12'-5" MAX.EXISTING SOUTH EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
B
A-09
SECOND
FIN. FLOOR
FIRST
FIN. FLOOR
BASEMENT
FIN. FLOOR
ATTIC
WALKWAY
19'-4"`EX. BOILER VENTS 9'-10" AVG.EXISTING EAST EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
A
A-09
SECOND
FIN. FLOOR
FIRST
FIN. FLOOR
BASEMENT
FIN. FLOOR 12'-5" MAX.ATTIC
WALKWAY
19'-4"EXISTING NORTH EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
D
A-099'-10" AVG.SECOND
FIN. FLOOR
FIRST FIN. FLR.
BASEMENT
FIN. FLOOR12'-5" MAX.ATTIC
WALKWAY
19'-4"EXISTING WALKWAY FROM
CURB TO STEP AT LANDING
EXISTING
ENTRY LANDING
EXISTING 1:20 ACCESSIBLE
WALKWAY & CURB CUT
9'-10" AVG.EXISTING WEST EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
C
A-09
SECOND
FIN. FLOOR
FIRST
FIN. FLOOR
BASEMENT
FIN. FLOOR12'-5" MAX.19'-4"ATTIC
WALKWAY
EX. 1:20
WALK
EXIST. LANDING WITH> 5% CROSS SLOPE
EXIST. TERRACEDGRANITE COBBLESAT WALK EDGE
U04
U04
S01
EXCAVATE ALONG SIDE OF BUILDING FOR PROVISION OF ACCESSIBLE RAMP & STAIRS
S08
D10 D10
S05
D10
S02
S08
D10D10
S03
S05 S03
S04
S02 S02
TYPICAL EXIST. COPPER DOWNSPOUT INTO CAST IRON BOOT AT HEIGHT OF GRANITE; DRAINS INTO STORM MAIN
FIRST BALUSTER IS MISSING AT SW CORNER RAILING
EXIST. METAL GUARDRAIL TO WEST BASEMENT DOORWAY IS DAMAGED & HANDRAIL IS MISSING
TYPICAL EXIST. PTD. WOOD PANEL AT FORMER CELLAR SASH OPENING O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
P.O. BOX 750089ARLINGTON MA 02475
tel: 617-876-7611fax: 617-876-6420
DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024 E X I S T I N G E X T E R I O R E L E V A T I O N SA-09
PROGRESS PRINT
NOT FOR CONSTRUCTION
3'-8"
SOUTH EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
B
A-10 EAST EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
A
A-10
WEST EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
C
A-109'-10" AVG.SECOND
FIN. FLOOR
FIRST
FIN. FLOOR
BASEMENT
FIN. FLOOR12'-5" MAX.19'-4"ATTIC
WALKWAY
EXTEND 1:20
ENTRY WALK
EXTEND LANDING WITH < 2% CROSS SLOPE
PROVIDE TOOLEDGRANITE BOLLARDW/ HANDRAIL9'-10" AVG.12'-5" MAX.SECOND
FIN. FLOOR
FIRST
FIN. FLOOR
BASEMENT
FIN. FLOOR
ATTIC
WALKWAY
19'-4"`(RAMPDOWN)
SECOND
FIN. FLOOR
FIRST
FIN. FLOOR
BASEMENT
FIN. FLOOR 12'-5" MAX.ATTIC
WALKWAY
19'-4"EXTEND
ENTRY WALK
NORTH EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
D
A-109'-10" AVG.SECOND
FIN. FLOOR
FIRST FIN. FLR.
BASEMENT
FIN. FLOOR12'-5" MAX.ATTIC
WALKWAY
19'-4"PROVIDE 1:20 ACCESSIBLE WALKWAY &
CURB CUT TO MATCH OPPOSITE SIDE
EXTEND ENTRY LANDING & PROVIDE PAIR OF GRANITE BOLLARDS WITH RAILINGS
EXTEND & UPGRADE 1:20
ACCESSIBLE WALKWAY & CURB CUT
E1H E1D E1AE1BE1CE1GE1FE1EE1LE1KE1J
E2H E2D E2AE2BE2CE2GE2FE2EE2LE2KE2J
W1D W1H W1LW1KW1JW1EW1FW1GW1AW1BW1C
W2D W2H W2LW2KW2JW2EW2FW2GW2AW2BW2C
S1C
S2C S2DS2AS2B
S1B1.12 1.111.10
S21
S11
1.18
S3A
N1B
N2B N2AN2DN2C
N1C 1.01
N21
N3A
N1AN1D
N11
PROVIDE FIRE DEPT. VALVE CONNECTION PROVIDE QUAD POWER OUTLET
PROVIDE MISSING BALUSTER
REPAIR & REFINISH HISTORIC RAILS
PROVIDE MISSING HANDRAIL & REPAIR GUARDRAIL; USE EAST SIDE FOR REFERENCE
S1A
S1D
6
A-11
1
A-11
4
A-11
2
A-11
5
A-11
6
A-11
1
A-11
4
A-11
2
A-11
OPP.
HAND
6
A-11
SIM.
4
A-11
6
A-11
SIM.
4
A-11
4'-6" ABOVE
GRADE
12"12"
OFFSET DOWNSPOUT AT S.E. CORNER TO AVOID RAMP AREA
EAST WALL & SECTION OF BASEMENT ENTRANCE
Scale: 1/8" = 1'-0"
A.2
A-10
GRADE @ DERBY SQUARE PLAZA PAVING BEYOND @ 6" BELOW TOP OF CURB
4'-6" ABOVEGRADE
GUARD RAIL @ 3'-6" ABOVE TOP OF CURB 2" TO BOTTOM RAIL
18" H. x 8" THICK GRANITE CURB DOWELED INTO REINF. CONC. RETAINING WALL
6" TO PLAZA
18" CURB
ACCESSIBLE BASEMENT ENTRANCE
Scale: 1/8" = 1'-0"
A.1
A-10
1.17
PROVIDE 1:12 ACCESSIBLE RAMP WITH DUAL HEIGHT HANDRAILS
@ 19" / 36" AFF; REFER TO STRUCTURAL DRAWINGS FOR MASONRY PROVIDE LANDING WITH ADA DRAIN
PROVIDE 7" RISER / 11"
TREAD TO WALKWAY
REFER TO STRUCT. DWGS. FOR STAIRS AND MASONRY
4'-6" ABOVE GRADE
12" x 12"TOOLEDGRANITEPOST
BRACKETS
@ 48" O.C.
VIF44'-0" GUARD LENGTH; BALUSTERS @ 4" O.C.O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
P.O. BOX 750089ARLINGTON MA 02475
tel: 617-876-7611fax: 617-876-6420
DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024
PROGRESS PRINT
NOT FOR CONSTRUCTION E X T E R I O R E L E V A T I O N SA-10
EXISTING GABLE CORNICE
Scale: 3" = 1'-0"
2
A-11
EXISTING RAKING CORNICE
Scale: 3" = 1'-0"
1
A-11
3/8"1"
1'-0 1/2"
1'-0 1/2"
1/4"
1 1/2"1 1/2"
3"5"2 1/4"2 1/4"2"1/2"2 1/8"4"2 1/2"3"3 3/4" COPPER1/4" SLOPE3/4"
1 1/4"
2 3/4"1 1/2"
1 1/4"1 1/4" COPPER1 1/2" PTD. WD.2 3/4"3/4"
PTD. MASONRYMODILLIONS 3 1/2" W.@ 12" ON CENTER
10 5/8" PTD. BRICKWORKUNPAINTED BRICKWORKUNPAINTED BRICKWORK1 1/2"
2"
3/4"
1'-2 5/8"
1/4"
6 1/2"
2 1/8"2"1/2"7 1/8" 3 BRICK COURSES2 1/2"** 5"1 3/4"1 1/2"2 5/8"
1 3/8"
4 1/4"
3 3/8"5"
4 3/4"7 1/2" PTD. WOOD** 1'-0 1/2" PTD. BRICKWORK3"2"3 3/4"1 1/4"3/8"1/2"3/4"
• ROOF PITCH 6:12• 12" x 18" SLATES WITH 8" EXPOSURE & 2" HEADLAP
** 1'-8"** ALL BUT MODILLIONS MEASURED PERPENDICULAR TO SLOPE5 1/2"2"PTD. MASONRYMODILIONS WITHVERT. SIDES &RAKING BOTTOM;5" W. @ 12 5/8" O.C.
1. REFER TO STRUCTURAL DRAWINGS FOR MASONRY REPAIRS & REPOINTING.2. PREP & PAINT PREVIOUSLY PAINTED SURFACES OF MASONRY CORNICE.
NOTES:
1. REFER TO STRUCTURAL DRAWINGS FOR MASONRY REPAIRS & REPOINTING.2. PREP & PAINT PREVIOUSLY PAINTED SURFACES OF MASONRY CORNICE.
NOTES:
REFRESH REGLET WITH SEALANT OVER BACKER ROD
REMOVE COPPER & PROVIDE 20-OZ. RED COPPER TO MATCH
MAIN ROOF EAVE - SNOW GUARDS & ICE MELTScale: 3" = 1'-0"4A-11
CROSS SECTION OF EXTERIOR ACCESSIBLE BASEMENT RAMP LOOKING NORTH
Scale: 3" = 1'-0"
5
A-11
EXIST. STAINLESS STEEL SNOW GUARD BRACKETS & TUBES (MOST RECENTLY INSTALLED VERSION)
8" RE
P
L
A
C
E
F
I
R
S
T
S
L
A
T
E
CO
U
R
S
E
W
I
T
H
I
C
E
M
E
L
T
12
6
8"
8" EX
P
O
S
E
D
HEA
D
P
L
A
T
E
PR
O
V
I
D
E
R
A
Y
C
H
E
M
R
I
M
-
E
ICE
M
E
L
T
S
Y
S
T
E
M
SLA
T
E
S
H
I
N
G
L
E
S
A
R
E
1
2
"
W
I
D
E
x
1
8
"
WIT
H
8
"
E
X
P
O
S
U
R
E
&
2
"
H
E
A
D
L
A
P
10"
C
O
N
C
E
A
L
E
D
P
L
A
T
E
E
X
T
E
N
S
I
O
N
TO
M
A
T
C
H
S
L
A
T
E
L
E
N
G
T
H
RETAIN EXIST.HANGING COPPER HALFROUND GUTTER(NOT SHOWN)
1 1/4"
1/4" THICK STAINLESS ANCHORS @ TOP; SPLIT VERSION (UP & DOWN) @ BOTTOM UNLESS BEARING DIRECTLY ON CONC. SUBSTRATE FOR RAMP
2" GRANITE VENEER AT BLDG. FACADE
REINFORCED & WATERPROOFED WALL TO REPLACE RUBBLE STONE FOUNDATION WHERE EXCAVATED BELOW EXISTING GRADE; DETAILS TO FOLLOW 1'-6" GRANITE CURB6" TO MATCH EXIST.4"3'-6" GUARD HEIGHT ABOVE CURB(4'-0" ABOVE PLAZA PAVING)1 1/2"8" CURB
1" x 18" DOWEL @ 8" O.C.2 1/2"1/2"12" x 4" x 1/2" PLATE WELDED TOBAR & FASTENED TO GRANITE2 5/8": 2 1/4" CITY HALL BRICK PAVERS ON 3/8" SETTING BED1" I.D. HANDRAILSCH.40 STEEL ONCAST JB-382BRACKETS
COLOR GALV. STEEL JB-4429 ON 1" CHANNEL
2" TO 1" x 3/4" HORIZ. BAR AS BOTTOM RAIL FOR BALUSTER3/4" SQ. BALUSTERS @ 4" MAX. O.C.
1" x 3/4" STEEL BAR @ 48" MAX. O.C.CRUSHED STONEPROVIDE COLOR & TEXTURE AT GRANITE CURB TO MATCH EXIST.
SEALANT OVER PRE-MOULDED JOINT FILLER
REINF. CONC. RETAINING WALL
1 1/2" GRANITE VENEER @ PLAZA SIDE
3 3/4" @
PLAZA SIDE
1/2" GAP FOR ANCHORS & DRAINAGE
2 1/2" @
BLDG. SIDE
1/2"
1 27/32"
CLEAR
1 19/32" CLEAR
ADJ. TO GUARD
44 7/16" CLEAR @ RAILS
(44" MIN. PER VARIANCE)
2 1/2"
1.25" SPACER OF CAPPED 2 1/2" SCH. 40 PIPE (2 7/8" O.D.)
TYPICAL 2ND FLOOR WINDOW SILL
Scale: 1" = 1'-0"
3
A-11
1 7/8"3 1/2"1 1/4"51 1/2" PTD.
BROWNSTONE
48" M.O. @
WINDOWS
4 3/4"WOOD
STONE
1 3/4"
EAR
1 1/4"SLOPE3 1/2" AT FACESEE DRAWING A-08
NOTES:
1. REFER TO STRUCTURAL DRAWINGS FOR SELECTIVE REPAIRAND REPLACEMENT OF BROWNSTONE SILLS WHERE NOTED.2. MATCH EXISTING COLOR, PROFILES, TOOLING, AND TEXTUREOF EXISTING BROWNSTONE SILLS IN ALL RESPECTS.3. PROVIDE FLEXIBLE COPPER FABRIC FLASHING WITH END DAMS AND WEEPS AT REPLACEMENT STONE SILLS.
VENTILATION CUPOLA ELEVATION
Scale: 3/4" = 1'-0"
6B
A-11
PREP & PAINT WOOD APRON
EXISTING SLATE SHINGLE CLADDING
EXISTING COPPER RIDGE CAP PREP & PAINT WOOD EXTERIOR AND LOUVER BLADESREMOVE & REPLACE 20-OZ. RED COPPER SILL FLASHING; DO NOT PAINT COPPER
1. REPAIR AND REPAINT VENTILATION CUPOLA INCLUDING MINOR CARPENTRY REPAIRS, SEALANTS AND REFASTENING OF COPPER SILL AT EDGE. 2. REPLICATE 5/ INSTALL MISSING LOUVER BLADE ON EAST SIDE TO MATCH EXISTING.
NOTES:CONFIRM CONDITIONS OF COPPER CUPOLA & SPIRE; PROVIDEANY MINOR REPAIRS AS REQUIRED; DO NOT PAINT COPPEREXISTING VENTILATION CUPOLA PLAN
Scale: 3/4" = 1'-0"
6A
A-11
3'-1"
AT COPPER SILL
2'-8 1/2" AT VENT
CUPOLA & SLATE BELOW
2'-0"
CLEAR AT CASINGS
4 1/4"5 1/2" SILL4 1/4"7 1/2" JAMB3 1/2"LOUVER1'-9" x 4'-4" ARCHED VENT;
21 LOUVERS @ 1/2" THICK
EXISTING GALVANIZED VENTILATION DUCT DOWN TO ATTIC
WD. LOUVER BLADE
PTD. WOOD CUPOLA
SLATE WALL BELOWCOPPER SILL CLADDINGO L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLSWHITAKERARCHITECTSLLC
P.O. BOX 750089ARLINGTON MA 02475
tel: 617-876-7611fax: 617-876-6420
DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024
PROGRESS PRINT
NOT FOR CONSTRUCTION E X T E R I O R D E T A I L SA-11
HANCOCKASSOCIATES
PROPOSED SOUTH EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
B
S-10
PROPOSED EAST EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
AS-10
PROPOSED WEST EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
C
S-109'-10" AVG.SECOND
FIN. FLOOR
FIRST
FIN. FLOOR
BASEMENT
FIN. FLOOR12'-5" MAX.19'-4"ATTIC
WALKWAY
EXTEND 1:20
ENTRY WALK
EXTEND LANDING WITH
< 2% CROSS SLOPE
PROVIDE TOOLED
GRANITE BOLLARD
W/ HANDRAIL9'-10" AVG.12'-5" MAX.SECOND
FIN. FLOOR
FIRST
FIN. FLOOR
BASEMENT
FIN. FLOOR
ATTIC
WALKWAY
19'-4"`(RAMP
DOWN)
SECOND
FIN. FLOOR
FIRST
FIN. FLOOR
BASEMENT
FIN. FLOOR 12'-5" MAX.ATTIC
WALKWAY
19'-4"EXTEND
ENTRY WALK
PROPOSED NORTH EXTERIOR ELEVATION
Scale: 1/8" = 1'-0"
D
S-109'-10" AVG.SECOND
FIN. FLOOR
FIRST FIN. FLR.
BASEMENT
FIN. FLOOR12'-5" MAX.ATTIC
WALKWAY
19'-4"PROVIDE 1:20 ACCESSIBLE WALKWAY &
CURB CUT TO MATCH OPPOSITE SIDE
EXTEND
ENTRY LANDING
EXTEND & UPGRADE 1:20
ACCESSIBLE WALKWAY & CURB CUT
E1H E1D E1AE1BE1CE1GE1FE1EE1LE1KE1J
E2H E2D E2AE2BE2CE2GE2FE2EE2LE2KE2J
W1D W1H W1LW1KW1JW1EW1FW1GW1AW1BW1C
W2D W2H W2LW2KW2JW2EW2FW2GW2AW2BW2C
S1C
S2C S2DS2AS2B
S1B1.12 1.111.10
S21
S11
1.18
S3A
N1B
N2B N2AN2DN2C
N1C 1.01
N21
N3A
N1AN1D
ACCESSIBLE BASEMENT ENTRANCE
Scale: 1/8" = 1'-0"
A.1
S-10
1.17
PROVIDE 1:12 ACCESSIBLE RAMP WITH DUAL HEIGHT HANDRAILS
@ 19" / 36" AFF; CLEAN. CUT, & REPOINT EXPOSED RUBBLE MASONRY
PROVIDE LANDING
WITH ADA DRAIN
PROVIDE 7" RISER / 11"
TREAD TO WALKWAY
CLEAN, CUT, &
REPOINT ORIGINAL
RUBBLE MASONRY
WHERE EXPOSED
N11
PROVIDE FIRE
DEPT. VALVE
CONNECTION
PROVIDE QUAD
POWER OUTLET
PROVIDE MISSING
BALUSTER
REPAIR & REFINISH
HISTORIC RAILS
PROVIDE MISSING HANDRAIL & REPAIR
GUARDRAIL; USE EAST SIDE FOR REFERENCE
S1A
S1D
O L D T O W N H A L L P R E S E R V A T I O N3 2 D E R B Y S Q U A R ES A L E M M A 0 1 9 7 0MILLS
WHITAKER
ARCHITECTS
LLC
P.O. BOX 750089
ARLINGTON MA 02475
tel: 617-876-7611
fax: 617-876-6420
DATE:
SHEET #:DRAWING TITLE:PROJECT NAME:PROJECT ADDRESS:
09 AUG 2024
PROGRESS PRINT
NOT FOR CONSTRUCTION P R O P O S E D E X T E R I O R E L E V A T I O N SS-10
Spot- cut and point worst 10% of brickwork mortar joints by the gross square foot
Fully cut and point brickwork by the gross square foot
Dismantle and reconstruct up to 12" thick brickwork by the gross square foot of face
Cut and point stonework mortar joints by the gross square foot
Dismantle and reconstruct stonework
Repair multiple holes in brickwork
Replace failed bronwstone sill
Replace mortar wash on windowsill
Re-tooth, point and grout structural crack through wall
Cut and point brick return
Repair stone spall or hole
New granite veneer over grouted backing
SEE EAST ELEVATION
FOR WORK HERE
INFILL EXISTING WALL
OPENINGS WITH
PARGED GROUTED CMU
SOLIDIFY STONE RUBBLE
BACK-UP CONSTRUCTION
BEHIND COURSED GRANITE
WTH INJECTED GROUT AND
STAINLESS STEEL TIES
NEEDLE AND SHORE BOTTOM
OF COURSED MASONRY TO
ALLOW FOR UDNERPINNINGHHHHHHHHINCREMENTALLY REMOVE BATTERED
STONE RUBBLE FOUNDATION WALL
AND REPLACE WITH REINFORCED
CONCRETE UNDERPPINING
FOUNDATION WALL WTH
EASTWARD-FACING KEYWAY AND
DOWEL BAR SUBSTITUTES (DBS'S)
INTERSPERSE CONCRETE WITH
REMAINING STONEWORK AT
CUT END OF WALL EACH END
SOLIDIFY EXISTING STONE
RUBBLE WALL CONSTRUCTION
WITHIN AREAS TO BE CUT
CONCRETE STRIP FOOTING
WITH BOTTOM STEEL
THREADED INTO DBS'S,
REMOVE NEEDLING WHEN
CONCRETE HARDENED
O L D T O W N H A L L / S A L E M
M I L L S W H I T A K E R A R C H I T E C T S
Designer Selection Interview Presentation 1
O L D T O W N H A L L / S A L E M
M I L L S W H I T A K E R A R C H I T E C T S
2
PRESERVATION PROJECT GOALS & INTENTIONS:
²Preserve Significant Hub of Arts & Culture
²Improve Accessibility, Functionality, Acoustics,
Energy Efficiency, & Restrooms for All Uses
Massachusetts Architectural Access Board
3
ARCHITECTURAL ACCESS BOARD APPLICATION:
²FULL PROJECT APPROVED per V22-107
•Improve Accessible North Entrance
•Provide Accessible Entrance to Basement
•Upgrade Accessible Public Restrooms
•Provide Wheelchair Access to Stage
•Provide Compliant Stair Handrails
•Upgrade Interior Ramps and Slopes
•Provide Assistive Listening Systems
•Upgrade Signage, Controls & Alarms
²PROPOSED VARIANCE AMENDMENT
•Implement the Project in Two Phases
•Initial Phase: Exterior Preservation to be
Completed by June 2025
•Subsequent Phase: Interior & Building
Systems to be Completed by Sept 2029
O L D T O W N H A L L / S A L E M
M I L L S W H I T A K E R A R C H I T E C T S
Massachusetts Architectural Access Board
4
O L D T O W N H A L L / S A L E M
M I L L S W H I T A K E R A R C H I T E C T S
Massachusetts Architectural Access Board
Exterior Restoration & Accessible Entrances Project:
²Improve Existing North Entrance to First Floor for
Full Compliance with Accessibility Regulations
²Provide Accessible Entrance to Basement Level
²Selective Repairs to Brickwork in Facades
²Selective Replacement of Brownstone Sills
²In-Kind Repairs to Copperwork at Cornices
²Preservation and Repairs to Ventilating Cupola
²Remove Abandoned Louvers at Various Locations
²Provide Low Infiltration Exterior Storm Windows
5
O L D T O W N H A L L / S A L E M
M I L L S W H I T A K E R A R C H I T E C T S
EXISTING ACCESSIBLE ENTRANCE AT NORTH FACADE:
²1:20 Walkway from Curb Cut at NW Corner
²Cross Slope at Landing Excessive at 5.83%
²Maneuvering Clearance at Landing Insufficient
²Door Opening Force Beyond Maximum Limit
²Granite Threshold Has 1/2” High Abrupt Lip
APPROVED CHANGES FOR FULL COMPLIANCE:
²Provide 1:20 Walkways from NW & NE Corners
²Reduce Cross Slope of Landing to Less Than 2%
²Widen Walkways and Entrance Landing by 18” to
Provide Proper Maneuvering Clearance at Doors
²Provide Auto Operator for Outswing Doors
²Grind 1/2” Lip at Granite Threshold to 1:2 Slope
NOTE: The north entry has been the sole public
entrance since the 1933 renovation. Since then, the
south entrances have been used primarily as exits.Massachusetts Architectural Access Board
NORTH FACADE PUBLIC ENTRANCE
UP
UP
UP
UP
DNUP
DN
UP
UP
DN
DN
2
3
4
5
UP
SLOPE
UP
EXISTING FIRST FLOOR PLAN
Scale: 1/8" = 1'-0"
1.0
A-11
NORTH
ENTRY
OFFICE
VAULT
SOUTH
FOYERCOLONNADE
ELEV.
FIRST FLOOR PLAN
Scale: 1/8" = 1'-0"
1.1
A-11
NORTH
UP
UP
UP
UP
DNUP
UP
UP
DN
UP
DN
ENTRY
STAFF
VAULT
SOUTH
FOYER
ELEV.
STO.
DN
2
3
4
5
COLONNADE
6IMPROVED ACCESSIBLE ENTRANCE AT NORTH FACADE Massachusetts Architectural Access Board
EXISTING ACCESSIBLE ENTRANCE NOT
FULLY COMPLIANT DUE TO:
1) DOOR MANEUVERING CLEARANCE AT
LANDING NOT SUFFICIENT
2) CROSS SLOPE OF LANDING EXCESSIVE
3) DOOR OPENING FORCE TOO HIGH
APPROVED MODIFICATONS TO NORTH
ENTRANCE FOR FULL COMPLIANCE:
1) EXTEND WALKWAYS AND LANDING BY 18”
FOR FULL MANEUVERING CLEARANCE
2) MINIMIZE CROSS SLOPE OF LANDING < 2%
3) ADD AUTO OPERATOR TO OUTSWING DOORS
EXISTING PUBLIC ENTRANCE APPROVED PUBLIC ENTRANCE
UP
UP
UP
UP
UP
5"
UP
UP
UP
EXISTING BASEMENT PLAN
Scale: 1/8" = 1'-0"
1.0
A-10
NORTH
VAULT
MECH.
WOMEN
DOCS.
MEN
ELEV.
STO.UTILITIES
COSTUMES STORAGE
5.4% SLOPE
2.9% SLOPE
7
O L D T O W N H A L L / S A L E M
M I L L S W H I T A K E R A R C H I T E C T S
HISTORIC DESCRIPTION OF THE SOUTH FACADE:
The Old Town Hall was originally the “Market House”
on the first floor and basement with the “Town Hall”
on the upper level. In 1816, the outer sets of doors
on the south facade led to stairs serving the upper
Town Hall, the central doors led only to the first floor,
and two former entrances led directly into the market
stalls of the basement. Three separate sets of stairs
share the historic narrative of the building’s uses.
APPROVED ACCESSIBLE ENTRANCE TO BASEMENT:
Preservation of the south stairs was approved during
review of V22-107, and an accessible entrance to the
basement via a ramp originating at the corner of the
building was proposed and approved. This second
accessible entrance preserves historic integrity of the
facade and enhances public access to the facility.
Massachusetts Architectural Access Board
SOUTH FACADE / PRIMARILY EXITS
8
O L D T O W N H A L L / S A L E M
M I L L S W H I T A K E R A R C H I T E C T S
Massachusetts Architectural Access BoardAPPROVED ACCESSIBLE ENTRANCE TO BASEMENT
v Second Accessible Entrance & Exit
v Access to Elevator from South End
v Accessible Route Bypasses Colonnade
v Off-Hours Access to Restrooms Possible
v Preserves South Entrances & Steps
v No Addition to Original Building Facade
v Utilizes an Existing Basement Doorway
v Direct Access to Variou s Basement Uses
9
VARIANCE AMENDMENT SUMMARY:
²INITIAL PHASE – EXTERIOR WORK
•Provide two accessible entrances and
preserve the exterior of the building
•Retain interior features including existing
accessible restrooms and passenger elevator
•Approximate Cost of $1,632,239
²NEXT PHASE – INTERIOR & BUILDING SYSTEMS
•All interior renovations and improvements
•Upgrading of building systems including
HVAC, sprinklers, electrical, restrooms, etc.
•Approximate Cost of 10,955,853
v Request Phasing the Project with 5-Year Deferral
for Completion of the Interior & Building Systems
as approved in V22-107 for the overall project
O L D T O W N H A L L / S A L E M
M I L L S W H I T A K E R A R C H I T E C T S
Massachusetts Architectural Access Board
10
O L D T O W N H A L L / S A L E M
M I L L S W H I T A K E R A R C H I T E C T S
Massachusetts Architectural Access Board