5 Broad Street_Select Interior Demolition Drawings_REV_021820CHARING CROSS REALTY TRUST
5 BROAD STREET
MULTI-FAMILY REDEVELOPMENT
5 BROAD STREET
SALEM, MASSACHUSETTS | 01970
SELECT INTERIOR DEMOLITION PERMIT
ISSUED 02/18/2020
FLOOR
HOSE BIB
EXISTING BUILDING SQUARE FOOTAGE CALCULATIONS:
OC
NOM
CONC
C/C
CJ
EL
GWB
HB
FL
W/
UNO
TIG
TYP.
TSF
ON CENTER
NOMINAL
CENTER TO CENTER
CONTROL JOINT
CONCRETE
CENTER LINE
GYPSUM WALLBOARD
FINISHED FLOOR
ELEVATION
TOP OF FOUNDATION
TEMPERED INSULATING GLASS
UNLESS NOTED OTHERWISE
TYPICAL
TONS PER SQUARE FOOT
1.THE CONTRACTOR SHALL STRICTLY CONFORM WITH ALL CODES
HAVING JURISDICTION IN THE CONSTRUCTION OF THIS PROJECT,
INCLUDING, BUT NOT LIMITED TO: FEDERAL, STATE, CITY, COUNTY,
BUILDING, ZONING, ELECTRICAL, MECHANICAL, FIRE, LIFE SAFETY, AND
HANDICAP CODES. ALL WORK MUST BE PERFORMED BY LICENSED AND
INSURED CONTRACTORS AND SUBCONTRACTORS. INSURANCE
CERTIFICATES, IN WRITING, WILL BE PRESENTED TO THE ARCHITECT
PRIOR TO THE START OF CONSTRUCTION.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF
ALL DIMENSIONS, EXISTING CONDITIONS, AND CODE COMPLIANCE.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. IF THE
CONTRACTOR FINDS ANY DISCREPANCIES IN THE DRAWINGS OR
SPECIFICATIONS HE MUST CONTACT THE ARCHITECT FOR
VERIFICATION. PITMAN AND WARDLEY ASSOCIATES LLC SHALL BE
NOTIFIED IN WRITING OF ANY NON-CONFORMANCES IN THE SITE PLANS
OR SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
BRINGING ANY ERRORS AND OMISSIONS TO THE ATTENTION OF PITMAN
AND WARDLEY ASSOCIATES LLC IN WRITING AND SHALL AWAIT
WRITTEN INSTRUCTIONS BEFORE PROCEEDING. THE CONTRACTOR
WILL BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS IF THEY FAIL
TO NOTIFY PITMAN AND WARDLEY PRIOR TO THE CONSTRUCTION AND
OR FABRICATION OF WORK.
3.SCOPE: THE CONTRACTOR SHALL FURNISH AND INSTALL ALL
MATERIALS AND LABOR TO COMPLETE THE WORK AS DESCRIBED ON
THE DRAWINGS AND SPECIFICATIONS. CONTRACTOR'S SHALL BE
RESPONSIBLE FOR ALL PERMITS, COMPLIANCE STATEMENTS,
CERTIFICATE OF OCCUPANCY OR OTHER DOCUMENTATION REQUIRED.
4.WORK SHALL BE PERFORMED TO THE HIGHEST LEVEL OF STANDARDS
OF EACH RESPECTIVE TRADE.
5.DEMOLISH AS REQUIRED AND REMOVE ALL DEBRIS FROM THE SITE.
6.THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND IN A
WORKMANLIKE FASHION. THE PROJECT SHALL BE READY FOR
OCCUPANCY UPON THE COMPLETION OF WORK IN A "TURN-KEY"
CONDITION.
7.CONSTRUCTION SHALL BE BY DIMENSIONS DO NOT SCALE OFF OF
THESE DRAWINGS.
8.SHOP DRAWINGS MAY BE REQUIRED BY THE ARCHITECT FOR ALL
STRUCTURAL, MECHANICAL, ELECTRICAL, LIFE SAFETY SYSTEMS, AND
SPECIALIZED CONSTRUCTION FROM THE CONTRACTOR AND/OR ALL
SUBCONTRACTORS AT NO ADDITIONAL COST. SHOP DRAWINGS SHALL
BE SUBMITTED TO PITMAN AND WARDLEY ASSOCIATES LLC FOR
REVIEW AND CONFORMANCE WITH THE SYSTEMS AND THEIR
INTEGRATION WITH EXISTING SYSTEMS AND CONDITIONS. WORK DONE
TO LIFE SAFETY SYSTEMS MAY REQUIRE SEPARATE PERMITS. THESE
SHALL BE INCLUDED IN THE BASE BID.
9.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE
STRUCTURAL INTEGRITY OF THE BUILDING AT ALL TIMES.
10.THE CONTRACTOR SHALL NOTIFY PITMAN AND WARDLEY ASSOCIATES
LLC IMMEDIATELY UPON THE DISCOVERY OF ANY ENVIRONMENTALLY
HAZARDOUS MATERIALS AND OR CONDITIONS.
11.THESE PLANS HAVE BEEN PRODUCED TO MASSACHUSETTS STATE
BUILDING CODE ENERGY STANDARDS. ANY ADDITIONAL STRETCH
CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE
OWNER/CONTRACTOR.
12.ALL DEMOLITION AND REMOVAL OF BUILDING COMPONENTS SHALL BE
CARRIED OUT UNDER ACCORDANCE WITH THE EPA'S RENOVATE RIGHT
LAWS.
EQ EQUAL
VIF VERIFY IN FIELD
TJI TRUSS JOIST I-JOIST
P&S POLE AND SHELF
T.O.W. TOP OF WALL
TBD TO BE DETERMINED
AHU AIR HANDLER UNIT
ALL LIFE SAFETY IS TO BE SUPPLIED AND INSTALLED BY THE GENERAL
CONTRACTOR. THE SYSTEM SHALL
BE APPROVED BY THE LOCAL FIRE DEPARTMENT AND CONNECTED TO THE
LOCAL FIRE ALARM SYSTEM.
CONSTRUCTION CLASSIFICATION
BUILDING USE GROUP
5B
BUILDING :780 CMR: MASSACHUSETTS BUILDING CODE (9TH EDITION)
(2015 INTERNATIONAL BUILDING CODE, AMENDED)
(2015 INTERNATIONAL EXISTING BUILDING CODE, AMENDED)
ENERGY:2015 INTERNATIONAL ENERGY CONSERVATION CODE, AMENDED
FIRE:527 CMR: MASSACHUSETTS FIRE PREVENTION REGULATIONS
(2015 NFPA-1, AMENDED)
ELECTRICAL:527 CMR 12.00: MASSACHUSETTS ELECTRICAL CODE
(2017 NATIONAL ELECTRICAL CODE, AMENDED)
MECHANICAL:2015 INTERNATIONAL MECHANICAL CODE
PLUMBING:248 CMR: MASSACHUSETTS PLUMBING CODE (2014)
LOWER LEVEL DEMOLITION PLANS
R2
COVER PAGEA0.0
EX1.1
ALL MECHANICAL SYSTEMS SHALL BE SUPPLIED AND INSTALLED BY THE
GENERAL CONTRACTOR
ALL ELECTRICAL SYSTEMS SHALL BE SUPPLIED AND INSTALLED BY THE
GENERAL CONTRACTOR
APPLICABLE BUILDING CODESGENERAL REQUIREMENTS
ABBREVIATIONS
LIFE SAFETY SYSTEMS:
BUILDING CODE CRITERIA:
ELECTRICAL SYSTEMS:
MECHANICAL SYSTEMS:
SCOPE OF WORK:
ARCHITECTURAL DRAWINGS
THE SCOPE OF WORK FOR THIS PERMIT SHALL INCLUDE THE SELECT
INTERIOR DEMOLITION IN ORDER TO DO A PRELIMINARY STRUCTURAL
ANALYSIS OF THE BUILDINGS EXISTING CONDITIONS.
FF
<
T.O.F.
WITH
DRAWING INDEX
FIRST LEVEL DEMOLITION PLANSEX1.2
LOWER LEVEL 5,570 SQFT (NO CHANGE)
FIRST LEVEL 5,411 SQFT (NO CHANGE)
SECOND LEVEL 5,456 SQ FT (NO CHANGE)
THIRD LEVEL 4,792 SQFT SQFT (NO CHANGE)
UNIT #1 TOTAL 21,229 SQFT SQFT (NO CHANGE)
SECOND LEVEL DEMOLITION PLANSEX1.3
THIRD LEVEL DEMOLITION PLANSEX1.4
PRELIM DEMO PERMIT 02/18/2020
PRELIM. DEMO PERMIT 02/18/2020
SHEET NUMBER
ARCHITECTURAL
C Pitman & Wardley Associates LLC. 2020
ISSUE DATE
DRAWN BY
CHECKED BY
PITMAN & WARDLEY
A S S O C I A T E S L L C
A R C H I T E C T U R E & D E S I G N
32 CHURCH STREET
SALEM, MASSACHUSETTS 01970
978-744-8982
PROJECT TEAM
PROJECT OWNER
CIVIL ENGINEER
GENERAL CONTRACTOR
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
LANDSCAPE ARCHITECT
JAMES EMMANUEL ASSOCIATES
22 CARLTON ROAD
MARBLEHEAD, MASSACHUSETTS | 01945
781-622-7487
WEBB STRUCTURAL SERVICES, INC.
670 MAIN STREET
READING, MASSACHUSETTS | 01867
781-779-1330
JJ WELCH & CO.
27 CONGRESS STREET SUITE 503
SALEM, MASSACHUSETTS | 01970
978-744-9300
INTERIOR DESIGNER
CHARING CROSS REALTY TRUST
2 CENTENNIAL DRIVE SUITE 5E
PEABODY, MASSACHUSETTS | 01960
978-854-5415
SUBMISSION
DRAWING TITLE
DATE
P. PITMAN
PROJECT NAME
BROAD STREET MULTI-FAMILY
RE-DEVELOPMENT
5 BROAD STREET
SALEM, MA. 01970
A0.0
COVER PAGE
ZM
SILL: 4'-7"
HEAD: 6' - 3"DNDNDN
UP
SILL: 4'-5"
HEAD: 6' - 3"
SILL: 4'-10"
HEAD: 6' - 3"SILL: 3'-5"HEAD: 7' - 0"HALF WALL
UP
STEEL COLUMN (TYP.)
BRICK COLUMN (TYP.)
PIT
UNABLE TO
ACCESS
ELEVATOR
UP
NO SCAN
DATA FOR
THIS AREA
METAL RAILING
METAL RAILING
BOILER
W.H.
CH=8'-10" A.F.F.
CH=6'-9" A.F.F. (TYP.)
CH=8'-3" A.F.F.
1 EXISTING LOWER LEVEL PLAN
3/16" = 1'-0"
REMOVE EXISTING GYPSUM CEILING
TO EXPOSE EXISTING COLUMN
DETAILS.4'-0"4'-0"REMOVE EXISTING GYPSUM CEILING
TO EXPOSE EXISTING COLUMN
DETAILS.4'-0"4'-0"
GENERAL NOTE:
CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN
SAFE CONDITIONS AT ALL TIMES TEMPORARY PROTECTION
REQUIRED TO ENSURE SAFETY FOR PERSONS AND
PROPERTY DURING DEMOLITION AND REMOVAL WORK.
GENERAL DEMOLITION NOTES:
1.ELEMENTS OR PORTIONS OF ELEMENTS TO BE REMOVED
ARE SHOWN DASHED. REFER TO KEY NOTES FOR
ADDITIONAL CLARIFICATION FOR PARTIALLY REMOVED OR
REUSED ELEMENTS. RETURN UN-USED DOORS, HARDWARE,
AND ACCESSORIES TO OWNER.
2.VERIFY EXISTING CONDITIONS OF SPACE PRIOR TO
DEMOLITION WORK.
3.AREAS OF DEMOLITION ARE APPROXIMATE; GENERAL
CONTRACTOR TO COORDINATE DEMOLITION WITH EXISTING
CONDITIONS, NEW CONSTRUCTION, AND ADDITIONAL
SCOPE OF WORK INCLUDED IN MECHANICAL, PLUMBING,
AND ELECTRICAL DOCUMENTS.
4.WALL DEMOLITION TO INCLUDE FRAMING, SHEATHING,
FINISHES AND ALL APPURTENANCES.
5.ANY HIDDEN STRUCTURAL COLUMNS OR SUPPORT IS TO BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
REMOVAL. ANY BUILDING SUPPORT WHICH DEVIATES FROM
THAT SHOWN OR IS IN QUESTION IS TO BE BROUGHT TO
ARCHITECT'S ATTENTION IMMEDIATELY.
6.REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL
DOCUMENTS FOR REMOVAL AND CAPPING OF SERVICES
FOR ITEMS SHOWN TO BE REMOVED.
7.REMOVE ALL ABANDONED ACCESSORIES AND DEVICES NOT
OTHERWISE NOTED. PATCH DRYWALL AND PREP FOR NEW
FINISHES.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF
BUILDING CONTENTS AS WELL AS BUILDING MATERIALS
STORED ON SITE DURING CONSTRUCTION.
9.DEMOLISH EXISTING ELECTRICAL DEVICES, CONDUIT AND
CONDUCTORS IN WALLS TO BE REMOVED. ALL FEEDER
CIRCUIT CONDUCTORS SHALL BE DEMOLISHED BACK TO
PANEL. CONDUIT ABOVE CEILING BACK TO PANEL MAY BE
REUSED AS COORDINATED WITH WORK FROM OTHER
TRADES.
9.EXISTING CONSTRUCTION TO REMAIN SHALL BE
PROTECTED DURING DEMOLITION AND NEW WORK
CONSTRUCTION ACTIVITIES. PROTECT EXISTING FLOORING
AND FINISHES TO REMAIN.
10.THE EXTENT OF DEMOLITION INDICATED IS BASED ON AS
BUILT DRAWINGS PROVIDED BY THE OWNER AND FIELD
OBSERVATIONS. ANY DISCREPANCIES BETWEEN ACTUAL
CONDITIONS AND THOSE INDICATED ARE TO BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT AS SOON AS
DISCREPANCIES ARE DISCOVERED.
11.DEMOLITION PLANS AND ELEVATIONS SHOW THE INTENT OF
DEMOLITION TO BE PERFORMED. ALL DASHED ITEMS ARE
TO BE DEMOLISHED COMPLETE. CONTRACTOR SHALL
INCLUDE ALL DEMOLITION, CUTTING AND PATCHING
REQUIRED FOR NEW CONSTRUCTION. REFER TO OTHER
DISCIPLINES (CIVIL STRUCTURAL, MECHANICAL,
ELECTRICAL, PLUMBING AND FIRE PROTECTION)
DEMOLITION DRAWINGS FOR ADDITIONAL ITEMS TO BE
DEMOLISHED. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES BETWEEN DISCIPLINES DEMOLITION AND
NEW WORK TO THE ARCHITECT. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO SHORE, BRACE AND/OR SECURE
MATERIALS AND STRUCTURE TO REMAIN.
12.WHERE EXISTING WALL, CEILING, ROOF OR FLOOR
SYSTEMS ARE TO REMAIN AND ARE DISTURBED BY
DEMOLITION, THEY SHALL BE REPAIRED AS REQUIRED TO
MATCH ORIGINAL INTEGRITY AND ADJACENT
CONSTRUCTION.
13.CONTRACTOR TO REMOVE ALL ABANDONED OR
UNNECESSARY PIPING, DUCT, WIRING CONDUIT AND/OR
ANCHORS COMPLETE.
14.CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN
SAFE CONDITIONS AT ALL TIMES TEMPORARY PROTECTION
REQUIRED TO ENSURE SAFETY FOR PERSONS AND
PROPERTY DURING DEMOLITION AND REMOVAL WORK.
15.FURNISH, INSTALL AND MAINTAIN DUST COVERING TO
PREVENT THE SPREAD OF DUST BEYOND THE IMMEDIATE
AREA WHERE DEMOLITION IS BEING PERFORMED.
16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL AND TEMPORARY RELOCATION OF ALL LIFE
SAFETY SYSTEMS INCLUDING FIRE / SMOKE ALARM AS
REQUIRED DURING DEMOLITION AND CONSTRUCTION
PHASES.
PRELIM DEMO PERMIT 02/18/2020
PRELIM. DEMO PERMIT 02/18/2020
SHEET NUMBER
ARCHITECTURAL
C Pitman & Wardley Associates LLC. 2020
ISSUE DATE
DRAWN BY
CHECKED BY
PITMAN & WARDLEY
A S S O C I A T E S L L C
A R C H I T E C T U R E & D E S I G N
32 CHURCH STREET
SALEM, MASSACHUSETTS 01970
978-744-8982
PROJECT TEAM
PROJECT OWNER
CIVIL ENGINEER
GENERAL CONTRACTOR
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
LANDSCAPE ARCHITECT
JAMES EMMANUEL ASSOCIATES
22 CARLTON ROAD
MARBLEHEAD, MASSACHUSETTS | 01945
781-622-7487
WEBB STRUCTURAL SERVICES, INC.
670 MAIN STREET
READING, MASSACHUSETTS | 01867
781-779-1330
JJ WELCH & CO.
27 CONGRESS STREET SUITE 503
SALEM, MASSACHUSETTS | 01970
978-744-9300
INTERIOR DESIGNER
CHARING CROSS REALTY TRUST
2 CENTENNIAL DRIVE SUITE 5E
PEABODY, MASSACHUSETTS | 01960
978-854-5415
SUBMISSION
DRAWING TITLE
DATE
P. PITMAN
PROJECT NAME
BROAD STREET MULTI-FAMILY
RE-DEVELOPMENT
5 BROAD STREET
SALEM, MA. 01970
EX1.1
EXISTING LOWER LEVEL PLAN
ZM
SILL: 2'-0"HEAD: 11' - 1 1/2"SILL: 2'-0"HEAD: 11' - 1 1/2"SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"SILL: 2'-0"HEAD: 11' - 1 1/2"SILL: 2'-0"HEAD: 11' - 1 1/2"SILL: 2'-0"HEAD: 11' - 1 1/2"SILL: 2'-0"HEAD: 11' - 1 1/2"SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
SILL: 2'-0"
HEAD: 11' - 1 1/2"
UNABLE TO
ACCESS
ELEVATOR
UP
DN
DN
UP
DN
CH=11'-0" A.F.F.
CH=6'-7.5" A.F.F.
CH=9'-9" A.F.F.
CH=9'-8" A.F.F.
CH=11'-4" A.F.F.
CH=11'-4" A.F.F.
DNDN
DN
1 EXISTING FIRST LEVEL PLAN
3/16" = 1'-0"
REMOVE EXISTING CEILING AND FLOOR
FINISHES IN THIS AREA TO EXPOSE
EXISTING CONDITIONS.
4'-0"4'-0"REMOVE EXISTING CEILING AND FLOOR
FINISHES IN THIS AREA TO EXPOSE
EXISTING CONDITIONS.
2'-101
2"4'-0"REMOVE 2'-0" X 4'-8" AREA OF FINISHES
ON BOTH THE CEILING AND WALLS IN
THIS LOCATION.2'-0"4'-81
2"
REMOVE EXISTING ACT FINISH CEILING
AND FLOOR FINISH IN THIS AREA TO
EXPOSE EXISTING COLUMN
CONDITIONS.
6'-0"4'-0"4'-0"6'-0"
REMOVE EXISTING ACT FINISH CEILING
AND FLOOR FINISH IN THIS AREA TO
EXPOSE EXISTING COLUMN
CONDITIONS.
GENERAL NOTE:
CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN
SAFE CONDITIONS AT ALL TIMES TEMPORARY PROTECTION
REQUIRED TO ENSURE SAFETY FOR PERSONS AND
PROPERTY DURING DEMOLITION AND REMOVAL WORK.
GENERAL DEMOLITION NOTES:
1.ELEMENTS OR PORTIONS OF ELEMENTS TO BE REMOVED
ARE SHOWN DASHED. REFER TO KEY NOTES FOR
ADDITIONAL CLARIFICATION FOR PARTIALLY REMOVED OR
REUSED ELEMENTS. RETURN UN-USED DOORS, HARDWARE,
AND ACCESSORIES TO OWNER.
2.VERIFY EXISTING CONDITIONS OF SPACE PRIOR TO
DEMOLITION WORK.
3.AREAS OF DEMOLITION ARE APPROXIMATE; GENERAL
CONTRACTOR TO COORDINATE DEMOLITION WITH EXISTING
CONDITIONS, NEW CONSTRUCTION, AND ADDITIONAL
SCOPE OF WORK INCLUDED IN MECHANICAL, PLUMBING,
AND ELECTRICAL DOCUMENTS.
4.WALL DEMOLITION TO INCLUDE FRAMING, SHEATHING,
FINISHES AND ALL APPURTENANCES.
5.ANY HIDDEN STRUCTURAL COLUMNS OR SUPPORT IS TO BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
REMOVAL. ANY BUILDING SUPPORT WHICH DEVIATES FROM
THAT SHOWN OR IS IN QUESTION IS TO BE BROUGHT TO
ARCHITECT'S ATTENTION IMMEDIATELY.
6.REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL
DOCUMENTS FOR REMOVAL AND CAPPING OF SERVICES
FOR ITEMS SHOWN TO BE REMOVED.
7.REMOVE ALL ABANDONED ACCESSORIES AND DEVICES NOT
OTHERWISE NOTED. PATCH DRYWALL AND PREP FOR NEW
FINISHES.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF
BUILDING CONTENTS AS WELL AS BUILDING MATERIALS
STORED ON SITE DURING CONSTRUCTION.
9.DEMOLISH EXISTING ELECTRICAL DEVICES, CONDUIT AND
CONDUCTORS IN WALLS TO BE REMOVED. ALL FEEDER
CIRCUIT CONDUCTORS SHALL BE DEMOLISHED BACK TO
PANEL. CONDUIT ABOVE CEILING BACK TO PANEL MAY BE
REUSED AS COORDINATED WITH WORK FROM OTHER
TRADES.
9.EXISTING CONSTRUCTION TO REMAIN SHALL BE
PROTECTED DURING DEMOLITION AND NEW WORK
CONSTRUCTION ACTIVITIES. PROTECT EXISTING FLOORING
AND FINISHES TO REMAIN.
10.THE EXTENT OF DEMOLITION INDICATED IS BASED ON AS
BUILT DRAWINGS PROVIDED BY THE OWNER AND FIELD
OBSERVATIONS. ANY DISCREPANCIES BETWEEN ACTUAL
CONDITIONS AND THOSE INDICATED ARE TO BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT AS SOON AS
DISCREPANCIES ARE DISCOVERED.
11.DEMOLITION PLANS AND ELEVATIONS SHOW THE INTENT OF
DEMOLITION TO BE PERFORMED. ALL DASHED ITEMS ARE
TO BE DEMOLISHED COMPLETE. CONTRACTOR SHALL
INCLUDE ALL DEMOLITION, CUTTING AND PATCHING
REQUIRED FOR NEW CONSTRUCTION. REFER TO OTHER
DISCIPLINES (CIVIL STRUCTURAL, MECHANICAL,
ELECTRICAL, PLUMBING AND FIRE PROTECTION)
DEMOLITION DRAWINGS FOR ADDITIONAL ITEMS TO BE
DEMOLISHED. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES BETWEEN DISCIPLINES DEMOLITION AND
NEW WORK TO THE ARCHITECT. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO SHORE, BRACE AND/OR SECURE
MATERIALS AND STRUCTURE TO REMAIN.
12.WHERE EXISTING WALL, CEILING, ROOF OR FLOOR
SYSTEMS ARE TO REMAIN AND ARE DISTURBED BY
DEMOLITION, THEY SHALL BE REPAIRED AS REQUIRED TO
MATCH ORIGINAL INTEGRITY AND ADJACENT
CONSTRUCTION.
13.CONTRACTOR TO REMOVE ALL ABANDONED OR
UNNECESSARY PIPING, DUCT, WIRING CONDUIT AND/OR
ANCHORS COMPLETE.
14.CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN
SAFE CONDITIONS AT ALL TIMES TEMPORARY PROTECTION
REQUIRED TO ENSURE SAFETY FOR PERSONS AND
PROPERTY DURING DEMOLITION AND REMOVAL WORK.
15.FURNISH, INSTALL AND MAINTAIN DUST COVERING TO
PREVENT THE SPREAD OF DUST BEYOND THE IMMEDIATE
AREA WHERE DEMOLITION IS BEING PERFORMED.
16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL AND TEMPORARY RELOCATION OF ALL LIFE
SAFETY SYSTEMS INCLUDING FIRE / SMOKE ALARM AS
REQUIRED DURING DEMOLITION AND CONSTRUCTION
PHASES.
PRELIM DEMO PERMIT 02/18/2020
PRELIM. DEMO PERMIT 02/18/2020
SHEET NUMBER
ARCHITECTURAL
C Pitman & Wardley Associates LLC. 2020
ISSUE DATE
DRAWN BY
CHECKED BY
PITMAN & WARDLEY
A S S O C I A T E S L L C
A R C H I T E C T U R E & D E S I G N
32 CHURCH STREET
SALEM, MASSACHUSETTS 01970
978-744-8982
PROJECT TEAM
PROJECT OWNER
CIVIL ENGINEER
GENERAL CONTRACTOR
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
LANDSCAPE ARCHITECT
JAMES EMMANUEL ASSOCIATES
22 CARLTON ROAD
MARBLEHEAD, MASSACHUSETTS | 01945
781-622-7487
WEBB STRUCTURAL SERVICES, INC.
670 MAIN STREET
READING, MASSACHUSETTS | 01867
781-779-1330
JJ WELCH & CO.
27 CONGRESS STREET SUITE 503
SALEM, MASSACHUSETTS | 01970
978-744-9300
INTERIOR DESIGNER
CHARING CROSS REALTY TRUST
2 CENTENNIAL DRIVE SUITE 5E
PEABODY, MASSACHUSETTS | 01960
978-854-5415
SUBMISSION
DRAWING TITLE
DATE
P. PITMAN
PROJECT NAME
BROAD STREET MULTI-FAMILY
RE-DEVELOPMENT
5 BROAD STREET
SALEM, MA. 01970
EX1.2
EXISTING FIRST LEVEL PLAN
ZM
DNUPDNUPUP
SILL: 2'-2"
HEAD: 11' - 10"SILL: 2'-2"HEAD: 11' - 10"SILL: 2'-2"HEAD: 11' - 10"SILL: 2'-2"
HEAD: 11' - 10"SILL: 2'-2"HEAD: 11' - 10"SILL: 2'-2"HEAD: 11' - 10"UNABLE TO
ACCESS
ELEVATOR
CH=12'-2" A.F.F.
CH=12'-2" A.F.F.
CH=8'-1" A.F.F.
CH=8'-11" A.F.F.
CH=8'-11" A.F.F.
CH=12'-2" A.F.F.
CH=12'-2" A.F.F.
CH=13'-10" A.F.F.
CH=15'-7" A.F.F.
CH=13'-11" A.F.F.
CH=8'-3.5" A.F.F.
1 EXISTING SECOND LEVEL PLAN
3/16" = 1'-0"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
SILL: 2'-2"
HEAD: 11' - 10"
UP
GENERAL NOTE:
CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN
SAFE CONDITIONS AT ALL TIMES TEMPORARY PROTECTION
REQUIRED TO ENSURE SAFETY FOR PERSONS AND
PROPERTY DURING DEMOLITION AND REMOVAL WORK.3'-0"3'-8"
EXPOSE THE AREA OF WALL AND CEILING TO
EXAMINE TRUSS CONDITIONS FROM THIRD
LEVEL.
REMOVE THIS AREA OF CEILING TO
EXAMINE EXISTING JOIST CONDITIONS.
2'-101
2"4'-0"GENERAL DEMOLITION NOTES:
1.ELEMENTS OR PORTIONS OF ELEMENTS TO BE REMOVED
ARE SHOWN DASHED. REFER TO KEY NOTES FOR
ADDITIONAL CLARIFICATION FOR PARTIALLY REMOVED OR
REUSED ELEMENTS. RETURN UN-USED DOORS, HARDWARE,
AND ACCESSORIES TO OWNER.
2.VERIFY EXISTING CONDITIONS OF SPACE PRIOR TO
DEMOLITION WORK.
3.AREAS OF DEMOLITION ARE APPROXIMATE; GENERAL
CONTRACTOR TO COORDINATE DEMOLITION WITH EXISTING
CONDITIONS, NEW CONSTRUCTION, AND ADDITIONAL
SCOPE OF WORK INCLUDED IN MECHANICAL, PLUMBING,
AND ELECTRICAL DOCUMENTS.
4.WALL DEMOLITION TO INCLUDE FRAMING, SHEATHING,
FINISHES AND ALL APPURTENANCES.
5.ANY HIDDEN STRUCTURAL COLUMNS OR SUPPORT IS TO BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
REMOVAL. ANY BUILDING SUPPORT WHICH DEVIATES FROM
THAT SHOWN OR IS IN QUESTION IS TO BE BROUGHT TO
ARCHITECT'S ATTENTION IMMEDIATELY.
6.REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL
DOCUMENTS FOR REMOVAL AND CAPPING OF SERVICES
FOR ITEMS SHOWN TO BE REMOVED.
7.REMOVE ALL ABANDONED ACCESSORIES AND DEVICES NOT
OTHERWISE NOTED. PATCH DRYWALL AND PREP FOR NEW
FINISHES.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF
BUILDING CONTENTS AS WELL AS BUILDING MATERIALS
STORED ON SITE DURING CONSTRUCTION.
9.DEMOLISH EXISTING ELECTRICAL DEVICES, CONDUIT AND
CONDUCTORS IN WALLS TO BE REMOVED. ALL FEEDER
CIRCUIT CONDUCTORS SHALL BE DEMOLISHED BACK TO
PANEL. CONDUIT ABOVE CEILING BACK TO PANEL MAY BE
REUSED AS COORDINATED WITH WORK FROM OTHER
TRADES.
9.EXISTING CONSTRUCTION TO REMAIN SHALL BE
PROTECTED DURING DEMOLITION AND NEW WORK
CONSTRUCTION ACTIVITIES. PROTECT EXISTING FLOORING
AND FINISHES TO REMAIN.
10.THE EXTENT OF DEMOLITION INDICATED IS BASED ON AS
BUILT DRAWINGS PROVIDED BY THE OWNER AND FIELD
OBSERVATIONS. ANY DISCREPANCIES BETWEEN ACTUAL
CONDITIONS AND THOSE INDICATED ARE TO BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT AS SOON AS
DISCREPANCIES ARE DISCOVERED.
11.DEMOLITION PLANS AND ELEVATIONS SHOW THE INTENT OF
DEMOLITION TO BE PERFORMED. ALL DASHED ITEMS ARE
TO BE DEMOLISHED COMPLETE. CONTRACTOR SHALL
INCLUDE ALL DEMOLITION, CUTTING AND PATCHING
REQUIRED FOR NEW CONSTRUCTION. REFER TO OTHER
DISCIPLINES (CIVIL STRUCTURAL, MECHANICAL,
ELECTRICAL, PLUMBING AND FIRE PROTECTION)
DEMOLITION DRAWINGS FOR ADDITIONAL ITEMS TO BE
DEMOLISHED. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES BETWEEN DISCIPLINES DEMOLITION AND
NEW WORK TO THE ARCHITECT. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO SHORE, BRACE AND/OR SECURE
MATERIALS AND STRUCTURE TO REMAIN.
12.WHERE EXISTING WALL, CEILING, ROOF OR FLOOR
SYSTEMS ARE TO REMAIN AND ARE DISTURBED BY
DEMOLITION, THEY SHALL BE REPAIRED AS REQUIRED TO
MATCH ORIGINAL INTEGRITY AND ADJACENT
CONSTRUCTION.
13.CONTRACTOR TO REMOVE ALL ABANDONED OR
UNNECESSARY PIPING, DUCT, WIRING CONDUIT AND/OR
ANCHORS COMPLETE.
14.CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN
SAFE CONDITIONS AT ALL TIMES TEMPORARY PROTECTION
REQUIRED TO ENSURE SAFETY FOR PERSONS AND
PROPERTY DURING DEMOLITION AND REMOVAL WORK.
15.FURNISH, INSTALL AND MAINTAIN DUST COVERING TO
PREVENT THE SPREAD OF DUST BEYOND THE IMMEDIATE
AREA WHERE DEMOLITION IS BEING PERFORMED.
16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL AND TEMPORARY RELOCATION OF ALL LIFE
SAFETY SYSTEMS INCLUDING FIRE / SMOKE ALARM AS
REQUIRED DURING DEMOLITION AND CONSTRUCTION
PHASES.
PRELIM DEMO PERMIT 02/18/2020
PRELIM. DEMO PERMIT 02/18/2020
SHEET NUMBER
ARCHITECTURAL
C Pitman & Wardley Associates LLC. 2020
ISSUE DATE
DRAWN BY
CHECKED BY
PITMAN & WARDLEY
A S S O C I A T E S L L C
A R C H I T E C T U R E & D E S I G N
32 CHURCH STREET
SALEM, MASSACHUSETTS 01970
978-744-8982
PROJECT TEAM
PROJECT OWNER
CIVIL ENGINEER
GENERAL CONTRACTOR
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
LANDSCAPE ARCHITECT
JAMES EMMANUEL ASSOCIATES
22 CARLTON ROAD
MARBLEHEAD, MASSACHUSETTS | 01945
781-622-7487
WEBB STRUCTURAL SERVICES, INC.
670 MAIN STREET
READING, MASSACHUSETTS | 01867
781-779-1330
JJ WELCH & CO.
27 CONGRESS STREET SUITE 503
SALEM, MASSACHUSETTS | 01970
978-744-9300
INTERIOR DESIGNER
CHARING CROSS REALTY TRUST
2 CENTENNIAL DRIVE SUITE 5E
PEABODY, MASSACHUSETTS | 01960
978-854-5415
SUBMISSION
DRAWING TITLE
DATE
P. PITMAN
PROJECT NAME
BROAD STREET MULTI-FAMILY
RE-DEVELOPMENT
5 BROAD STREET
SALEM, MA. 01970
EX1.3
EXISTING SECOND LEVEL PLAN
ZM
CH=14'-8" A.F.F.DNDN
UNABLE TO
ACCESS
ELEVATOR
RAISED PLATFORM
(STAIRS UNDER)
SILL: 5'-8 1/2"
HEAD: 10' - 9"
SILL: 5'-8 1/2"
HEAD: 10' - 9"
SILL: 5'-8 1/2"
HEAD: 10' - 9"
SILL: 5'-8 1/2"
HEAD: 10' - 9"
SILL: 6'-0"
HEAD: 10' - 2 1/2"
SILL: 6'-0"
HEAD: 10' - 2 1/2"
SILL: 6'-0"
HEAD: 10' - 2 1/2"SILL: 6'-0"
HEAD: 10' - 2 1/2"
SILL: 6'-0"
HEAD: 10' - 2 1/2"
CH=14'-8" A.F.F.
CH=10'-9" A.F.F.
1 EXISTING THIRD LEVEL PLAN
3/16" = 1'-0"
REMOVE FINISHES IN THIS
AREA TO EXPOSE EXISTING
TRUSS CONDITIONS.
REMOVE FINISHES IN THIS
AREA TO EXPOSE
CONNECTION DETAILS.16'-614"3'-0"3'-0"GENERAL NOTE:
CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN
SAFE CONDITIONS AT ALL TIMES TEMPORARY PROTECTION
REQUIRED TO ENSURE SAFETY FOR PERSONS AND
PROPERTY DURING DEMOLITION AND REMOVAL WORK.
REMOVE FINISHES IN THIS
AREA TO EXPOSE
CONNECTION DETAILS.
3'-0"3'-0"EXPOSE A 4'-0" X 4'-0" AREA IN
THE EXISTING FLOOR TO REVIEW
THE EXISTING CONNECTION
DETAILS.4'-0"4'-0"
REMOVE A 2'-0" X 2'-0" AREA OF FLOOR TO
EXPOSE JOISTS AND CONNECTIONS DETAILS
AT TIE ROD.
REMOVE FINISHES IN THIS
AREA TO EXPOSE EXISTING
SKYLIGHT CONDITIONS.9'-1034"8'-73
4"
GENERAL DEMOLITION NOTES:
1.ELEMENTS OR PORTIONS OF ELEMENTS TO BE REMOVED
ARE SHOWN DASHED. REFER TO KEY NOTES FOR
ADDITIONAL CLARIFICATION FOR PARTIALLY REMOVED OR
REUSED ELEMENTS. RETURN UN-USED DOORS, HARDWARE,
AND ACCESSORIES TO OWNER.
2.VERIFY EXISTING CONDITIONS OF SPACE PRIOR TO
DEMOLITION WORK.
3.AREAS OF DEMOLITION ARE APPROXIMATE; GENERAL
CONTRACTOR TO COORDINATE DEMOLITION WITH EXISTING
CONDITIONS, NEW CONSTRUCTION, AND ADDITIONAL
SCOPE OF WORK INCLUDED IN MECHANICAL, PLUMBING,
AND ELECTRICAL DOCUMENTS.
4.WALL DEMOLITION TO INCLUDE FRAMING, SHEATHING,
FINISHES AND ALL APPURTENANCES.
5.ANY HIDDEN STRUCTURAL COLUMNS OR SUPPORT IS TO BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
REMOVAL. ANY BUILDING SUPPORT WHICH DEVIATES FROM
THAT SHOWN OR IS IN QUESTION IS TO BE BROUGHT TO
ARCHITECT'S ATTENTION IMMEDIATELY.
6.REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL
DOCUMENTS FOR REMOVAL AND CAPPING OF SERVICES
FOR ITEMS SHOWN TO BE REMOVED.
7.REMOVE ALL ABANDONED ACCESSORIES AND DEVICES NOT
OTHERWISE NOTED. PATCH DRYWALL AND PREP FOR NEW
FINISHES.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF
BUILDING CONTENTS AS WELL AS BUILDING MATERIALS
STORED ON SITE DURING CONSTRUCTION.
9.DEMOLISH EXISTING ELECTRICAL DEVICES, CONDUIT AND
CONDUCTORS IN WALLS TO BE REMOVED. ALL FEEDER
CIRCUIT CONDUCTORS SHALL BE DEMOLISHED BACK TO
PANEL. CONDUIT ABOVE CEILING BACK TO PANEL MAY BE
REUSED AS COORDINATED WITH WORK FROM OTHER
TRADES.
9.EXISTING CONSTRUCTION TO REMAIN SHALL BE
PROTECTED DURING DEMOLITION AND NEW WORK
CONSTRUCTION ACTIVITIES. PROTECT EXISTING FLOORING
AND FINISHES TO REMAIN.
10.THE EXTENT OF DEMOLITION INDICATED IS BASED ON AS
BUILT DRAWINGS PROVIDED BY THE OWNER AND FIELD
OBSERVATIONS. ANY DISCREPANCIES BETWEEN ACTUAL
CONDITIONS AND THOSE INDICATED ARE TO BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT AS SOON AS
DISCREPANCIES ARE DISCOVERED.
11.DEMOLITION PLANS AND ELEVATIONS SHOW THE INTENT OF
DEMOLITION TO BE PERFORMED. ALL DASHED ITEMS ARE
TO BE DEMOLISHED COMPLETE. CONTRACTOR SHALL
INCLUDE ALL DEMOLITION, CUTTING AND PATCHING
REQUIRED FOR NEW CONSTRUCTION. REFER TO OTHER
DISCIPLINES (CIVIL STRUCTURAL, MECHANICAL,
ELECTRICAL, PLUMBING AND FIRE PROTECTION)
DEMOLITION DRAWINGS FOR ADDITIONAL ITEMS TO BE
DEMOLISHED. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES BETWEEN DISCIPLINES DEMOLITION AND
NEW WORK TO THE ARCHITECT. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO SHORE, BRACE AND/OR SECURE
MATERIALS AND STRUCTURE TO REMAIN.
12.WHERE EXISTING WALL, CEILING, ROOF OR FLOOR
SYSTEMS ARE TO REMAIN AND ARE DISTURBED BY
DEMOLITION, THEY SHALL BE REPAIRED AS REQUIRED TO
MATCH ORIGINAL INTEGRITY AND ADJACENT
CONSTRUCTION.
13.CONTRACTOR TO REMOVE ALL ABANDONED OR
UNNECESSARY PIPING, DUCT, WIRING CONDUIT AND/OR
ANCHORS COMPLETE.
14.CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN
SAFE CONDITIONS AT ALL TIMES TEMPORARY PROTECTION
REQUIRED TO ENSURE SAFETY FOR PERSONS AND
PROPERTY DURING DEMOLITION AND REMOVAL WORK.
15.FURNISH, INSTALL AND MAINTAIN DUST COVERING TO
PREVENT THE SPREAD OF DUST BEYOND THE IMMEDIATE
AREA WHERE DEMOLITION IS BEING PERFORMED.
16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL AND TEMPORARY RELOCATION OF ALL LIFE
SAFETY SYSTEMS INCLUDING FIRE / SMOKE ALARM AS
REQUIRED DURING DEMOLITION AND CONSTRUCTION
PHASES.
PRELIM DEMO PERMIT 02/18/2020
PRELIM. DEMO PERMIT 02/18/2020
SHEET NUMBER
ARCHITECTURAL
C Pitman & Wardley Associates LLC. 2020
ISSUE DATE
DRAWN BY
CHECKED BY
PITMAN & WARDLEY
A S S O C I A T E S L L C
A R C H I T E C T U R E & D E S I G N
32 CHURCH STREET
SALEM, MASSACHUSETTS 01970
978-744-8982
PROJECT TEAM
PROJECT OWNER
CIVIL ENGINEER
GENERAL CONTRACTOR
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
LANDSCAPE ARCHITECT
JAMES EMMANUEL ASSOCIATES
22 CARLTON ROAD
MARBLEHEAD, MASSACHUSETTS | 01945
781-622-7487
WEBB STRUCTURAL SERVICES, INC.
670 MAIN STREET
READING, MASSACHUSETTS | 01867
781-779-1330
JJ WELCH & CO.
27 CONGRESS STREET SUITE 503
SALEM, MASSACHUSETTS | 01970
978-744-9300
INTERIOR DESIGNER
CHARING CROSS REALTY TRUST
2 CENTENNIAL DRIVE SUITE 5E
PEABODY, MASSACHUSETTS | 01960
978-854-5415
SUBMISSION
DRAWING TITLE
DATE
P. PITMAN
PROJECT NAME
BROAD STREET MULTI-FAMILY
RE-DEVELOPMENT
5 BROAD STREET
SALEM, MA. 01970
EX1.4
EXISTING THIRD LEVEL PLAN
ZM