155-189 WASHINGTON STREET- SALEM NEWS FINAL DESIGN Redevelopment
Authority
Salem Redevelopment Authority Decision
April 9, 2008
155-189 Washington Street (Salem News Project, Central House renovation
component): Final Design Plans
SRA Decision
At their meeting on April 9, 2008, the SRA voted to approve the March 26, 2008
DRB recommendation for the renovation component of the Salem News project
at 155-189 Washington Street.
DR13 Recommendation
At their meeting on March 26, 2008, the DRB voted to recommend approval of
the Final Design Plans for the renovation component of the proposed
redevelopment at 155-189 Washington Street with the following conditions:
• The trim over the second floor windows shall match in color the trim on
over the third floor windows; and
• The color of the new canopy will be reviewed and approved.
Proposal
The proposal is only for the "renovation" component of the redevelopment project
a,id includes the second and third floors of the extant buildings on Washington
Street. The proposed new construction consists of seven housing units on the
upper stories with retail on the ground floor.
Past SRAIDRIB Actions
November 14, 2007: The SRA voted to approve the October 30, 2007 DRB
recommendation for the Schematic Design of the 155-189 Washington Street
redevelopment with the conditions presented.
October 30, 2007: The DRB voted to recommend Schematic Design approval
with the following conditions:
• The design of the retail storefronts shall be developed in much greater
detail. The design shall address the intersection of the retail storefronts
and the sidewalk and the impact of the storefronts on the pedestrian
experience.
• An architectural treatment shall be used at the intersection of the parking
lot and Front Street sidewalk.
• Greater architectural emphasis shall be placed on the curved building
entry.
• If possible within the Building Code, the depth of the bays located on the
upper stories shall be increased.
Saleril
Redevelopment
AuthoritV
August 8, 2007: The SRA voted to approve the proposed partial demolition of
the 155-189 Washington Street, as shown on the site plan dated July 24, 2007,
with the following conditions:
• If the proposed redevelopment has not received building permits within
four months of the demolition, the site shall be leveled and exposed dirt
shall be loamed and seeded.
• As soon as is practical after demolition, a DRB approved fence and
landscaping shall be installed along the perimeter of the site.
Design Review Board Proposal
March 26, 2008
155-189 Washington Street (Salem News Project, Central House renovation
component): Discussion of Final Design Plans for the proposed redevelopment
Proposal
The proposal is only for the "renovation" component of the redevelopment project
and includes the second and third floors of the extant buildings on Washington
Street. The proposed new construction consists of seven housing units on the
upper stories with retail on the ground floor.
Past SRA/DRB Actions
November 14, 2007: The SRA voted to approve the October 30, 2007 DRB
recommendation for the Schematic Design of the 155-189 Washington Street
redevelopment with the conditions presented.
October 30, 2007: The DRB voted to recommend Schematic Design approval
with the following conditions:
• The design of the retail storefronts shall be developed in much greater
detail. The design shall address the intersection of the retail storefronts
and the sidewalk and the impact of the storefronts on the pedestrian
experience.
• An architectural treatment shall be used at the intersection of the parking
lot and Front Street sidewalk.
• Greater architectural emphasis shall be placed on the curved building
entry.
• If possible within the Building Code, the depth of the bays located on the
upper stories shall be increased.
August 8, 2007: The SRA voted to approve the proposed partial demolition of
the 155-189 Washington Street, as shown on the site plan dated July 24, 2007,
with the following conditions:
• If the proposed redevelopment has not received building permits within
four months of the demolition, the site shall be leveled and exposed dirt
shall be loamed and seeded.
• As soon as is practical after demolition, a DRB approved fence and
landscaping shall be installed along the perimeter of the site.
March 14, 2008 RCG LLC
17 Ivaloo Street
Somerville, MA 02143
City of Salem Design Review Board 120 Washington Street, Suite 202A
Salem, MA 01970
c/o Salem Planning and Community Development
T 617 625 8315
120 Washington Street F 617 625 8345
Salem, MA 0 1970 www.RCG-LLC.com
RE: 155-189 Washington Street
Submission for Final Design Approval
"Renovation Component" Only
Dear Board Members
On behalf of Washington at Derby LLC of the above referenced parcel, we are submitting a request to be
heard by the board for approval of the final design of the Renovation Component of the redevelopment
project previously approved for schematic design. Following the previous meeting in which this
component of the project was presented to the Design Review Board, we have been able to develop a
design with revised fagade elements and detail as suggested by, and discussed with this board.
This Renovation Component of the project utilizes many of the already existing characteristics of the
building and intends to revive a number of diminished or hidden qualities that this structure once
possessed. The design team worked to provide a window detail that responds to the comments made by
the Board at our most recent meeting.
Altering the second floor window scheme has resulted in increased material and installation costs. We
continue to price two manufacturers of wood clad aluminum windows (Trimline and Eagle). We hope to
have better numbers and a preferred manufacturer at the hearing. Nonetheless, this increase in cost has
subsequently placed constraints on other aspects of the project. As a result, we are proposing to replace
the faux brick siding which is on the southern end (closest to Derby Street) of the rear of the existing
building with Dutch Lap siding, as opposed to the originally intended brick.
Upon final approval by the Design Review Board and Salem Redevelopment Authority, we expect to
obtain approval from the building commissioner for the exterior renovation. We anticipate that this work
will be complete by no later than the end of the summer.
We appreciate your continued support of our efforts to develop this site. Should you have any questions,
feel free to contact me,
Regards,
A&O PIOAO��
Matthew Picarsic
2
a C)P a
i0fict
S ic" I
lemP.O. Box S65
Salem, MA 01970
incorporated Telephone (978) 745-011�9
Februar� 27, 2008
Design Revie%� Board
120 Washington St.
Salem, MA 01970
Dear Design Re�iew Board:
Historic Salem Supports the renovation and re-use of the historic Edgewater Catie and
Central House buildings. We are particularly pleased to see the developer's selection of
cladding material based on historic documentation of the Central House building.
We restate our request that the Board and the developer consider a wooden window
system for use in this building in order to further compliment the historic intent or the
renovation.
We hope to see a sample of the proposed screening material found at the rear/parking lot
of the building as well as on the rooftop. In addition we inquire about the durability and
aesthetic of. and alternatives to. the PVC corner boards proposed.
Thank You for considering Historic Salem's comments on the design of this significant
downtown block.
Sincerely,
Emily Udy
Preservation Project Manager
CC: Design Review Board members
Toni Daniels, DPCD
RCG. LLC
Fax (978) '.14-4356 - Email: Web: flAp://w,,vw.hjstc ri csa I vi Ti,(i rc
Design Review Board Proposal
February 27, 2008
155-189 Washington Street (Salem News Project, Central House renovation
component): Discussion of Final Design Plans for the proposed redevelopment
Proposal
The proposal is only for the "renovation" component of the redevelopment project
and includes the second and third floors of the extant buildings on Washington
Street. The proposed new construction consists of seven housing units on the
upper stories with retail on the ground floor.
Past SRA/DRB Actions
November 14, 2007: The SRA voted to approve the October 30, 2007 DR13
recommendation for the Schematic Design of the 155-189 Washington Street
redevelopment with the conditions presented.
October 30, 2007: The DRB voted to recommend Schematic Design approval
with the following conditions:
• The design of the retail storefronts shall be developed in much greater
detail. The design shall address the intersection of the retail storefronts
and the sidewalk and the impact of the storefronts on the pedestrian
experience.
• An architectural treatment shall be used at the intersection of the parking
lot and Front Street sidewalk.
• Greater architectural emphasis shall be placed on the curved building
entry.
• If possible within the Building Code, the depth of the bays located on the
upper stories shall be increased.
August 8, 2007: The SRA voted to approve the proposed partial demolition of
the 155-189 Washington Street, as shown on the site plan dated July 24, 2007,
with the following conditions:
• If the proposed redevelopment has not received building permits within
four months of the demolition, the site shall be leveled and exposed dirt
shall be loamed and seeded.
• As soon as is practical after demolition, a DRB approved fence and
landscaping shall be installed along the perimeter of the site.
February 15, 2008 RCG LILC
17 Ivaloo Street
Somerville, MA 02143
City of Salem Design Review Board 120 Washington Street, Suite 202A
Salem, MA 01970
c/o Salem Planning and Community Development
T 617 625 8315
120 Washington Street F 617 625 8345
Salem, MA 01970 www.RCG-LLC.com
RE: 155-189 Washington Street
Submission for Final Design Approval
"Renovation Component"
Dear Board Members:
On behalf of Washington at Derby LLC of the above referenced parcel, we are submitting a request to be
heard by the board for approval of the final design of the Renovation Component of the redevelopment
project previously approved for schematic design. Given the comments from the prior meeting of the
Design Review Board, we have updated our drawings and increased the detail in our submission.
This Renovation Component of the project utilizes many of the already existing characteristics of the
building and intends to evoke a look that the structure used to exhibit. We are submitting today further
detail on the fagade renovation (including details of the corners) and associated mapping of colors.
Please see attached documents for the specific renderings and drawings.
Upon final approval by the Design Review Board and Salem Redevelopment Authority, we expect to
obtain approval from the building commissioner for the exterior renovation. We hope that this work will be
complete by no later than the end of the summer.
IL
We appreciate your continued support of our efforts to develop this site. Should you have any questions,
feel free to contact me,
Regards,
IULAIC*�
Ma&ew Picarsic
2
SALEM REDEVELOPMENT AUTHORITY
MEMORANDUM
TO, Members of the Design Review Board
FROM: Tom Daniel,Economic Development Manager
SUBJECT: Salem News Redevelopment Project
DATE: February 21,2008
At the January 24,2008,Special DRB meeting, a request was made to see the historic photos
of the Central House budding that were submitted to the I-Estorical Gommission. I have attached
the images we have on file;the quality is not good.
I am also attaching a copy of the Planning Board's Site Plan Decision fromijanuary 7,2008.
Conditions 3c,5a,7, 17b,and 17c relate most to DRBs review.
If you have any questions prior to the DRB meeting,please contact me at (978) 619-5687 or
email tdaniel(@salerncorn.
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View of the Boston and Maine Railroad station, Salem, MX
WashinCton FIOUSe Annex in background. View from bottom of Norman Street
Photograph taken before 1925.
Courtesy, Essex institute, Salem, MA
NeyaLive nuriber ; 17,672
WASHrNGTON HOUSE ANNEX
167-189 Washington Street
Photograph taken before 1925 .
Courtesy, Essex Tnstitute , Salem, MA
Negative nimber : 8125
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NEW COMMERCIAL HOUSE, 167 Washington Street
Photograph taXen before 1925 .
Courtesy, Essex Institute, Salem, MA
Negative number: 19, 8D5
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CITY OF SALEM
PLANNING BOARD
Site Plan Review
Decision
January 7, 2008
Washington at Derby LLC� c/o RCG LLC
17 Ivaloo Street, Suite 100
Somenrille,MA
RE: 155 Washington St, 26 New Derby St, & 31 Front St (Map 34, Lots 423,425�426)
(The Former Salem News Property)
On Thursday,December 20, 2007,the Planning Board of the City of Salem opened a Public
Hearing regarding the application of RCG LLC under Site Plan Review for rehabilitation of the
second and third floors of two of the interconnected existing buildings on the property for
residential use, and the construction of a new four-story connected mixed-use building along
Washington and New Derby Streets. The project will retain approximately 6,000 sq ft of existing
retail use and add an additional 7,500 sq ft of new retail. The project will also include the
construction of 31 new residential dwellings; seven of the dwelling units will be in the renovation
component and 24 dwelling units will be in the new construction component.
The public hearing was continued to January 3,2008. The Public Hearing was closed on January 3,
2008 and the Board voted at this meeting by a vote of eight (8) in favor(Puleo, Power,Kavanaugh,
Hanscom,Sullivan,Collins, Lombardini, and Ready) and none opposed, to approve the application
as complying with the requirements of Site Plan Review subject to the following conditions:
1. Conformance with the Plan
Work shall conform with the plans entitled; "Washington at Derby I I C's Mixed-Use Facility
Salem, MA" prepared by Opechee Construction Corporation, dated November 29, 2007 and
revised December 28, 2007 sheets Cl-Cl 1.
2. Amendments
1�uly amendments to the site plan shall be reviewed by the City Planner and if deemed
substantial by the Cit-Y Planner, shall be brought to the Planning Board for a vote. Any
waiver of conditions contained within shall require the approval of the Planning Board.
3. Landscaping
r,
a. Any proposed landscaping shall be done in accordance with the approved set of
plans.
120 WASHINGTON STREET, SALEM, MAS9ACHUSFTTS 01970 *TEL: 978.745.9595 FAY,: 978.740.0404 * WIVW.SALEM.COM
b. Aller .such ILMLIscapin.- is completed, the developer will add further landscaping- if
such is icqucsted by (lie City Planner.
A couinicicial un-ade wrought hen style fence, a minimum of lour feet in height,
shall I)c installed at the edge of the property line between the northeast corner of
the I)i olici-ty aild the niost northwesterly building in Artist's Row (Currently the
Lobster Sliantv).
4. HVAC
If an MAC unit is located on the roof or site, it shall be visually screened. The method for
screenir�g the unit shall be submitted to --he C]ity Planner for review and approval prior to
instaBation. Approved rriethod for scree nmig shafl be constructed and installed pnior to the
Issuance of a Certificate of Occupancy.
5. Parking
GThirty-six (36) parking spaces are to be provided on site as shown on the approved
plans, and seven (7) parking spaces are to be leased at 76 Lafayette Street. Off-slite
parking spaces are to be marked or signed as reserved for residents of 155 Washington
Street. Documentation of this shall De submitted for review and approval by the Cry
Planner prior to the issuance of a Certificate of Occupancy.
b. The location of off-Sue parking spacz�s may be changed to a different facility within 1,00C
feet of the development at the discretion of the Department of Planning and
Community Development.
6. Parking Contribution
The applicant has voluntarily agreed to contribute $5,000 to be used toward downtown
traffic and parking signage. Funds are to be contributed prior to 'issuance of a Budding
Pennit.
C7. Washington and New Derby Plaza
'Me applicant has agreed to assist the City and the Department of Planning and Community
Development in developing a new design for the green space on the comer of Washington
Street and New Derby Street. A proposed design will be submitted prior to the issuance of a
building permit for the new constructior component of the redevelopment.
S. Salem Redevelopment Authority
All work shall comply with the requirements of the Salem Redevelopment Authority and the
proposal is Subject to final approval of the Salem Redevelopment Authority,specifically
including approval o F final desi.-ii detai Is.
9. Signage
All proposed signage shall be reviewed and approved by the City Planner prior to the
issuance of a sign peritut.
10. Lighting
a. No light shall cast a glare onto adjacent parcels or adjacent rights of way.
2
b. A final Ughtingpton shall be subinitted to the CityPlannerarid the CityElectrician for
review and approval prior to the issuance of a building permit. T'he plan shall include a
schedule for night lig in
gliting specifically' the parking lot area.
c. After installation, lighting shall be reviewed by the City Planner and the C�ity Electrician
prior to the issuance of a Certificate of Occupancy.
11. Construction Practices
All construction shall be carried out in accordance with the foflowin�conditions:
0
a. The operation of tools or equipment used in consiruction or demolition work shall occur
in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasrin and
between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall
take place Oil Sundays or holidays. The Planning Board will agree to changes in the
starting time, at the request of the applicant and if approved by a formal vote of the C�ty
Council, as per the ordinance.
b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving shall
occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting
-and be limited to Monclay-Friday between the hours of 8:0b AM and 5:00 PM. There
shall be no blasting, rock crushing,Jack harnmering, hydraulic blasting, or pile driving on
Saturdays, Sundays, or holidays.
c. Blasting shall be undertaken in accordance with all local and state regulations.
d. All reasonable action shall be taken to minimize the negative effects of construction on
abutters. Advance notice shall be provided to -all abutters in writing at least 72 hours
prior to commencement of construction of the project. 'Me notice shall state that: "A
copy of the plans and construction management plan and schedule are on file and
available for review during normal business hours at the office of the Salem Department
of Planning and Community Development,located on the Third Floor of 120
Washington Street, 978-619-5685."
e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that
they do not leave dirt and/or debris on surrounding roadways as they exit the site.
f. The applicant shall abide by any and all applicable rules, regulations and ordinances of the
City of Salem.
g. All construction vehicles and equipment left overnight at the site must be located
completely on the site.
h. No street shall be closed without prior approval of the Department of Planning and
Community Development, unless deemed an emergency bytbe Salem Police
Department.
-,2. Construction Traffic & Phasin,,
a. All construction will occur on s-te; no construction Nvill occur or be staged �vnhiri Cln-
right of wa'v. Any deviation front this shall be approved bY the Department of Planning
&Comfullnit-Y Development pnior to construction.
b. A construction traffic/phasing management plan and sc--ledtile shall be submitted to the
Department of Planning &CA)mmuniry Development f�r review and approval prior to
the issuance of a buildino Pernut.
0
C. Any roadways, drivewa)'S, or sidewalks damaged duririg construction shall be restored to
their original condition by the �.pplicant.
d. The applicant shall clean construction vehicles before they exit the construction site, and
clean and sweep all streets affected by their construction truck traffic as necessary.
13. Clerk of the Works
A Clerk of the Works shall be provided by the C�ity, at the applicant, his successors or
assigns expense, as is deemed necessary by the City Planner.
14. Salem Health Department
All work shall comply with the requirements of the Salem Health Department.
15. Board of Health
The owner shall complyvith the following specific conditions issued bythe Board of
Health:
a. 'Me individual presenting the plan to the Board of Health must notify the Health Agent
of the name, address, and telephone number of the project (site) manager who will be
on site and directly responsible for the construction of the project.
b. If a DEP tracking number is issued for this site under the Massachusetts Contingency
Plan, no structure shall be constructed until the Licensed Site Professional responsible
for the site meets the DEP standards for the proposed use.
c. The developer will give the Health Agent a copy of the 2 1E report.
d. The developer shall adhere to a drainage plan as approved by the City Engineer.
e. The developer shall employ a licensed pesticide app�cator to exterminate the area prior
to construction, demolition, and/or blastul- and sh�dl �end a copy of the extermiriator's
invoice to the Health Agent.
f. The developer shall maintain the area free from rodents LhrotighOLIt construction
g. The developer shall Submit to the Health Agent a writtm plan for dust control and
street sweeping which )Nill occur dining construction.
4
h. 'fhe developer shall subi-nit to the Health A,
gent a written plan for containment and
removal of debris, vegetative waste, and unacceptable excavdtlon nLiterial generated
during demolition and/or construction.
i. The Fire Department must approve the plan regarding access for fire fighting
0 01
j. Noise levels from the resultant establishment(s) generated by operations,including but
not Eirrited to refrigeration and heating,shall not increase the broadband sound level by
more than 10 dB(A) above the ambient levels measured at the property line.
k. The developer shall disclose in writing to the Health Agent the origin of any fill mate-ial
needed for the project.
1. The resultant establishment shall dispose of-all waste matenials resulting from its
operation in air environmentally sound mainner as described to the Board of Health.
m. The developer shall notify the Health Agent when the project is complete for final
inspection and confirmation that above conditions have been met.
16. Office of the City Engineer
The applicant, his successors or assigns shall comply with all requirements of the City
Engineer.
17. Fire Department
a. All work shall comply with the requirements of the Salem Fire Department.
Ob. Prior to the issuance of a Building Permit , revised plans shall be submitted to the
Department of Planning and Community Development showing an eighteen(18) foot
wide entrance on Front Street as required by the Salem Fire Department.
QThe applicant shall seek approval from the City of Salem Cemetery & Shade Tree
Department to remove the street tree on the right side of the entrance, which would
prohibit an 18-foot entrance in this location. The applicant shall be responsible for
any costs and meetings associated with this process, as well as the cost of tree
replacement if required.
18. Office of the Building Conunissioner
All work shall complywith the requirements of the office of the Salem Building
Cormi-iissioner.
19. Utilities
Any utility installation shall be reviewed and approved bythe City Engineer priorto the
issuance of a Bu-ilding Permit.
20. Maintenance
a. Refuse removal, ground maintenance and snow removal shall be the responsibilityof the
applicant, successors, and assigns.
5
b. Winter snow in excess of snow storage areas on the site shall be removed off site
c. Maintenance of any landscaping shall be the responsibility of the applicant, his
successors or assigns. The ap licant, his successors or assigns, shall parantee all trees
P
and shrubs for a two-year period.
d. The owner and/or conclonlin-iturt association shall be rcsponsible for trash pickup.
21. As-built Plans
As-built plans, stamped by a Registered Professional En-nieer, shall be subrnirted to -he
Depamnent of Planning and Corturninity Development and City Engineer pnior to ILe
Issuance of the final Ceraficate of Occupancy both in hardcopyand in electronic file forniat
suitable for the Citys use and approved by the City Engineer
22. Violations
Violations of an),condition shall result in revocation of this peri-nit by the Planning Board,
unless the violation of such condition is waived by a majonity vote of the Planning Board.
I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies
are on file with the Planning Board. The Decision shall not take effect until a copy-of this decision
bearing the certification of the C]iry Clerk that twenty(20) days have elapsed and no appeal has been
filed or that if such appeal has been filed,and it has been dismiss--d or denied, is recorded 'in the
Essex South Registry of Deeds and is 'indexed under the name of the owner of record is recorded on
the owner's Certificate of Title. The owner or applicant, his successors or assigns,shall pay t.le fee
for recording or registering.
/A/L
Charles M. Puleo
Chair
Cc: Cheryi LaPointe, City(-Jerk
Central HousemDRB Submission
Salem , MA 01970
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DEMOLITION LEGEND GENERAL DEMOLITION NOTES
1.DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO
MYNOTES- DEMOLITION INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN
DEMOLITION KEYNOTE ACCORDANCE WITH THE CONTRACT DRAWINGS.
DI REMOVE EXISTING RAMP 2.MAINTAIN ALL HVAC CONTROLS,FAN BOXES,DUCTWORK,SPRINKLERS,AC UNITS AND RELATED
D2 REMOVE EXISTING TILE,SUPPORT HANDLES,AND FIXTURES
03 REMOVE E)aSTING STAIR CONSTRUCTION TO REMAIN APPURTENANCES TO THE EXTENT NOTED BY THE ENGINEER.
ID4 REMOVE EXISTING BRACING PER STRUCTURAL ENGINEER INSTRUCTIONS 3.UPON COMPLETION OF INTERIOR DEMOLITION,NOTIFY PROJECT ENGINEER FOR A VISUAL SURVEY
CONSTRUCTION TO BE DEMOLISHED OF ALL EXPOSED SYSTEM INFRASTRUCTURE AND ITEMS NOTED ABOVE.
4.REMOVE AND DISPOSE OF PARTITIONS INCLUDING DOORS,FRAMES,SOFFITS AND HEADERS AS
INDICATED GRAPHICALLY FOR REMOVAL.COORDINATE WITH LANDLORD FOR STORAGE OR DISPOSAL
DOOR TO BE DEMOLISHED OF DOORS AND FRAMES.
5.LANDLORD IS TO EXAMINE ALL PERIMETER WINDOWS AND FRAMES.WHERE CAULKING IS DAMAGED
OR HAS FAILED,REMOVE AND REPLACE WITH NEW CAULKING TO MATCH.
6 REMOVE FLOOR FINISHES WHERE NOTED. CLEAN SLAB AS REQUIRED TO REMOVE ALL GREASE,
DIRT,AND ELEMENTS THAT WOULD PREVENT AN ACCEPTABLE SURFACE FOR FLOOR FINISHES.
EXISTING WINDOW TO REMAIN 7.PATCH AND/OR REPLACE ANY SURFACE THAT IS DAMAGED DURING THE DEMOLITION PHASE,OR
DAMAGED WALLS AND COLUMNS THAT ARE TO REMAIN.
B.PROVIDE TEMPORARY BARRICADES TO MAINTAIN SECURITY OF THE SPACE DURING THE
DEMOLITION PHASE OF THIS PROJECT AS REQUIRED.
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BOR AND MATERIALS/EQUIPMENT AS REQUIRED TO COMPLETE DEMOLITION AND CO CD 1,
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CLEAN*CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. w
13.ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING OWNER w
REQUIREMENTS AND PROCEDURES.
14.REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN
FLOORING SURFACE,SUCH AE FASTENERS,OUTLET CORES,COVER PLATES,RESILIENT FLOOR
COVERINGS,CARPET,CARPET PAD,FLASH PATCH,CONCRETE FILL,PLYWOOD,ECT.
-T U1
I,, F 15.DEMOLITION SHALL NOT DISTURB EXISTING TENANTS AND SHALL BE DONE IN ACCORDANCE WITH
10 17 7r,- -11 BUILDING REGULATIONS.
- - - - -- - - - - - - -
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COMPONENT THAT MAY BE LOAD BEARING OR OTHERWISE STRUCTURAL,THE CONTRACTOR SHALL
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F T AND IDENTIFY BOTH THE SUPERIMPOSED LOADS AND THE SUPPORTING STRUCTURE BELOW. IF ANY z
PORTION OF THE BUILDING DESIGNATED FOR REMOVAL HAS LOAD IMPOSED ON IT,THAT MEMBER
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Project Number: 0265
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NO. DESCRIPTION DATE
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DEMOLITION LEGEND GENERAL DEMOLITION NOTES
KEYNOTES - DEMOLITION 1.DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO
DEMOLITION KEYNOTE INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN
DI REMOVE EXISTIN RAMP ACCORDANCE WITH THE CONTRACT DRAWINGS.
D2 REMOVE EXISTING TILE,SUPPORT HANDLES,AND FIXTURES
2.MAINTAIN ALL HVAC CONTROLS,FAN BOXES,DUCTWORK,SPRINKLERS,AC UNITS AND RELATED
D3 REMOVE EASTING STAIR CONSTRUCTION TO REMAIN APPURTENANCES TO THE EXTENT NOTED BY THE ENGINEER.
D4 REMOVE EXISTING BRACING PER STRUCTURAL ENGINEER INSTRUCTIONS
1 UPON COMPLETION OF INTERIOR DEMOLITION, NOTIFY PROJECT ENGINEER FOR A VISUAL SURVEY
CONSTRUCTION TO BE DEMOLISHED OF ALL EXPOSED SYSTEM INFRASTRUCTURE AND ITEMS NOTED ABOVE.
4.REMOVE AND DISPOSE OF PARTITIONS INCLUDING DOORS,FRAMES,SOFFITS AND HEADERS AS
INDICATED GRAPHICALLY FOR REMOVAL.COORDINATE WITH LANDLORD FOR STORAGE OR DISPOSAL
DOOR TO BE DEMOLISHED OF DOORS AND FRAMES.
5.LANDLORD IS TO EXAMINE ALL PERIMETER WINDOWS AND FRAMES.WHERE CAULKING IS DAMAGED
OR HAS FAILED,REMOVE AND REPLACE WITH NEW CAULKING TO MATCH. U)
6 REMOVE FLOOR FINISHES WHERE NOTED. CLEAN SLAB AS REQUIRED TO REMOVE ALL GREASE,
DIRT,AND ELEMENTS THAT WOULD PREVENT AN ACCEPTABLE SURFACE FOR FLOOR FINISHES.
EXISTING WINDOW TO REMAIN
7.PATCH AND/OR REPLACE ANY SURFACE THAT IS DAMAGED DURING THE DEMOLITION PHASE,OR w
DAMAGED WALLS AND COLUMNS THAT ARE TO REMAIN,
8.PROVIDE TEMPORARY BARRICADES TO MAINTAIN SECURITY OF THE SPACE DURING THE
DEMOLITION PHASE OF THIS PROJECT AS REQUIRED.
WINDOW TO BE DEMOLISHED ce)
9.FURNISH ALL LABOR AND MATERIALS/EQUIPMENT AS REQUIRED TO COMPLETE DEMOLITION AND
REMOVAL OF ALL ITEMS AS INDICATED. x <
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QUESTION WITH THE ARCHITECT AND OWNER BEFORE PROCEEDING.
12.AT COMPLETION OF DEMOLITION WORK,THE CONSTRUCTION AREAS)SHALL BE LEFT IN'BROOM
CLEAN"CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. Ld
13.ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING OWNER
REQUIREMENTS AND PROCEDURES. Ld
14.REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN
FLOORING SURFACE,SUCH AE FASTENERS,OUTLET CORES,COVER PLATES,RESILIENT FLOOR
COVERINGS,CARPET,CARPET PAD,FLASH PATCH,CONCRETE FILL,PLYWOOD,ECT.
15.DEMOLITION SHALL NOT DISTURB EXISTING TENANTS AND SHALL BE DONE IN ACCORDANCE WITH En
BUILDING REGULATIONS.
16.PROTECT COMMON AREA ELEVATORS AND TOILET ROOMS DURING DEMOLITION AND
CONSTRUCTION PHASES. Ld
17.ALL DEMOLITION SHALL INITIATE WITH INVESTIGATIVE CAUTION. WHEN DEMOLISHING ANY
COMPONENT THAT MAY BE LOAD BEARING OR OTHERWISE STRUCTURAL,THE CONTRACTOR SHALL
PROCEED WITH CAUTION BY REMOVING FINISH LAYERS FIRST TO EXPOSE FRAMING COMPONANTS
AND IDENTIFY BOTH THE SUPERIMPOSED LOADS AND THE SUPPORTING STRUCTURE BELOW. IF ANY z
PORTION OF THE BUILDING DESIGNATED FOR REMOVAL HAS LOAD IMPOSED ON IT,THAT MEMBER
AND ITS RELATED CONSTRUCTION SHALL REMAIN UNTIL THE MEMBER CAN BE CONFIRMED FOR
DELETION BY THE STRUCTURAL ENGINEER.
- - - - - - --J1 Central
- - - - - - - -- House-
Salem, MA 01970
Project Number: 0265
Date:
F1 F1 F1 F1 F1 F1 F1 F1 Fl F-1 F1 n Issued
NO. DESCRIPTION DATE
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Project Number: 0265
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NO. DESCRIPTION DATE
Washington
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ARCHITECTURA
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GENERAL CONSTRUCTION NOTES
0.ALL FLOOR CORING LOCATIONS ARE NOTED ON THE POWER AND SIGNAL PLANS.COORDINATE 9.ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF 15.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB,LEVEL,SQUARE AND TRUE,AND IN PROPER 22."ALIGN"MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 28.REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN
EXACT LOCATIONS WITH FURNITURE VENDOR. GYPSUM BOARD UNLESS OTHERWISE NOTED. ALIGNMENT. DRYWALUMILLWORK CONDITIONS.
1.REFER TO SHEET A10.0 FOR INTERIOR PARTITION SCHEDULE 23.ALL MILLWORK TO BE FASTENED TO THE PARTITION.PROVIDE BLOCKING FOR ALL MILLWORK NOT
2.REFER TO SHEET A9.1 FOR TYPICAL INTERIOR PARTITION FRAMING DETAILS 10.ALL DIMENSIONS MARKED"CLEAR"OR"CLR"SHALL BE MAINTAINED AND SHALL ALLOW FOR 16.REFER TO REFLECTED CEILING PLANS FOR SOFFITS,CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. SUPPORTED BY SLABS OR ABOVE 4'-0'HT.ALL CONCEALED LUMBER a BLOCKING TO BE FIRE TREATED. 29.PROTECT EXISTING DOORS,FRAMES,AND PARTITIONS TO REMAIN DURING CONSTRUCTION,
3.REFER TO SHEET A9.2 FOR CEILING AND FRAMING DETAILS THICKNESSES OF ALL WALL FINISHES,U.0,11.DIMENSIONS NOTED'CLEAR'(CLR)OR'HOLD'
4.REFER TO SHEET AI0.1 FOR DOOR,FRAME AND HARDWARE SCHEDULES MUST BE ACCURATELY MAINTAINED,AND SHALL NOT VARY MORE THAN±1118"WITHOUT 17.REFER TO ELECTRICAL POWER&SIGNAL PLANS FOR LOCATIONS OF SWITCHES AND OUTLETS. 24.ALL DOORS SHALL HAVE V-6*CLR.ON STRIKEIPULL SIDE OF DOOR. 30.ELECTRICAL PANELS,FIRE HOSE CABINETS AND RECESSED OBJECTS OVER 16 SQUARE INCHES
WRITTEN INSTRUCTION FROM ARCHITECT. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. ARE TO BE WRAPPED IN WATERPROOF FIRESTOPPING MATERIAL ENCLOSURE TO MAINTAIN THE WALL
5.SEE HVAC,PLUMBING AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS ITEMS PENETRATING 18.ALL NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE RATING.
THROUGH OR LOCATED ON THE WALLS OR FLOOR SLABS. PROVIDE CAULKING IN ANY ACCEPTABLE I I.DIMENSIONS MARKED±MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES WITH THE APPLICABLE BUILDING AND FIRE CODES. 25,CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR:GLAZING,MILLWORK,DOOR/FRAMES/HARDWARE,
INDUSTRY METHOD TO MAKE THE PENETRATION COMPATIBLE WITH THE REQUIRED FIRE RATING. FROM INDICATED DIMENSION,U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH ALUMINUM,FRAMING FOR GLAZING,CARPET SEAMING,CEILING SYSTEM ITEMS,PAINTING ITEMS,LIGHTING 31.ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE BEYOND 4*FROM
THE ARCHITECT.SECURE ARCHITECT's APPROVAL. 19.TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR,AS APPLICABLE,BY 1/4.INCH FIXTURES,ITEMS AS REQUIRED BY SPECIFICATIONS THE FACE OF THE WALL AT A HEIGHT OF 6-8"A.F.F.U.O.N.
6.ALL NEW SWITCH PLATES AND RECEPTACLES TO BE THE COLOR SPECIFIED ON THE POWER AND MAXIMUM,UNLESS OTHERWISE NOTED.VERIFY SLAB CONDITIONS.TRIM EACH DOOR TO FIT CONDITION.
SIGNAL PLAN. 12.ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE INSIDE FACE OF SILL,U.O.N. WHERE RADICAL VARIATIONS IN FLOOR ELEVATION EXIST,DOORS SHALL BE ORDERED WITH BOTTOM STILE 26.PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING BUT NOT LIMITED TO:GRAB BARS,
SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. SHELVING,OVERHEAD CABINETS,SIGNAGE,TOILET ROOMS ACCESSORIES.AND BREAK ROOM VIDEO MONITOR
7.DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS GOVERN.ALL PARTITION LOCATIONS SHALL BE il NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S)
AS SHOWN ON PARTITION PLAN.IN CASE OF CONFLICT NOTIFY ARCHITECT.PARTITION PLAN BY OF NEW CONSTRUCTION.UPON COMPLETION OF PARTITION CONSTRUCTION,NOTIFY THE 20.ALL GLASS SHALL BE CLEAR TEMPERED GLASS,UNLESS OTHERWISE NOTED.GLAZING TONG MARKS SHALL 27.ENSURE THE INTEGRITY OF THE FIRE RATING AT ALL PENETRATIONS OF THE RATED CORE WALLS IS NOT
ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. ARCHITECT. NOT BE VISIBLE,CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. AFFECTED OR INTERRUPTED
8.ALL GYPSUM BOARD PARTITIONS SHALL BE JAPED AND 111�THWITH NO VISIBLE JOINTS. 14.ALL EXPOSED GYPSUM BOARD EDGES TO HAVE ZINC CORNER BEADS. 21,DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB.U.O.N.
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India Kitchen
Edgewater
Cafe Dining
Room Central
Edgewater Passageto House-
Cafe Function India Function Salem, MA 01970
Hall Hall
Project Number. 0265
Passageto Date.
India Dining
Room Issued
NO. DESCRIPTION DATE
UP
UP
CN:D
(Y)
CONSTRUCTION
Z PLAN
01 First Floor
Q�1/4--�V-0-
77
1/ z 17 7--/7--/',7717 7 7 J Al mO
8.
0' 4' 16' 32'
@ 2007 Winter Street Architects, Inc.
KEYNOTES - CONSTRUCTION
Al INSTALL 4"VINYL WALL BASE-SEE FINISH SCHEDULE
A2 3�-O"CASED OPENING-CENTERED ON WALL
A3 T-0"CASED OPENING-NOT CENTERED ON WALL
A4 DOOR OPENING TO BE CENTERED ON WALL
A5 F-Y'CASED OPENING-NOT CENTERED ON WALL
Fixture Schedule
Type Mark Description
1 New Window
El 18" Recessed Medicine Cabinet
E2 24" Frameless Mirror
E3 36" Frameless Mirror
E4 42" Frameless Mirror 0
E5 Full Unit Tub and Shower Enclosure
------- E6 Pedestal Sink
E7 Custom Size Shower CD
F- M q
Single Bay Kitchen Sink
E8
B t5
C FD
E9 Toilet X <
a) (D :E 4__
E10 Combination Washer/Dryer cn CD i-
CA co 0
tl Lu
Ell Dishwasher -R) <
M -5 00 Lo
C) rl-
E12 Overhead Microwave C'J U) co M
010 E13 Range/Oven combination unit
I
010 E14 I Refrigerator
I
E15 Toilet Paper Dispenser
E16 Towel Bar Mounted @ 36"
E17 4" Backsplash
E18 1 1/2" Countertop
E19 60" Frameless Mirror
E20 36" x 36" Shower
A3 In
BI
F
A4 EP
IJ...............
CE) E,0) D A
1 1 A4 1 New Window z
B B B B I.. ....-
�13
B CD 1 New Window
A51 CE)
B
4 - -------
8 B
B
A4
E
4 B
A53
- — - — - — - — - — -
CD B
TI) B CE) A4 �lo
FEP A5.1
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B 0 A3
B
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B A4 EP n 0
0 0
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- - - - - - - - - - - - - - - - - -
B D EP Project Number 0265
010
010
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B A
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A4.0 B
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B1 UP ---------
EP G B --- Date:
B I
rT� B
A5.0 r5_1� - I I Issued
A
B1 - -- ------ OF NO. DESCRIPTION DATE
------ ---- T --- ---
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B B B
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-- - — - — - — - —
CONSTRUCT101
PLAN
02 Second Floor
�1/4--�V-0"
0
F===11 /7/ Alml
0' 4' 81 16' 32'
@ 2007 Winter Street Architects, Inc.
N
KEYNOTES - CONSTRUCTION
All INSTALL 4"VINYL WALL BASE-SEE FINISH SCHEDULE
A2 T-O"CASED OPENING-CENTERED ON WALL
A3 Y-O"CASED OPENING-NOT CENTERED ON WALL
A4 DOOR OPENING TO BE CENTERED ON WALL
AS 6-0"CASED OPENING-NOT CENTERED ON WALL
Fixture Schedule
Type Mark Description
El 18" Recessed Medicine Cabinet
E2 24" Frameless Mirror
E3 36" Frameless Mirror
E4 42" Frameless Mirror
E5 Full Unit Tub and Shower Enclosure
E6 Pedestal Sink
E7 Custom Size Shower
Q)
E8 Single Bay Kitchen Sink a) M 0
U)
E9 Toilet
0 X
a) CD q
E10 Combination washer/Dryer 0/ U) CD �r
Cn M
Ell Dishwasher LU a)
(D
E12 Overhead Microwave < W
E13 Range/Oven combination unit
E14 Refrigerator
E15 Toilet Paper Dispenser W
E16 Towel Bar Mounted @ 36" W
E17 4" Backsplash
E18 11 1/2" Countertop
E19 160" Frameless Mirror
E20 136" x 36" Shower U)
0�
z
ROOF
HVAC units with screening
Central
Exisbng Skylight to be removed
House-
Salem, VIA 0 19 tO
L E10 J
--(B> Project Number: 0265
I Stud
B 11 Bedroom Bedroom
B B B A4
A 4
DN A5.
B Bath ath DN
(D Date:
1 11 1 A B
B B A4 N4 4>
12 B E lose r. A5.0 D Issued
A5.0 B
C�D IT
- — - — - — - — - - — W� ____�. [I NO. DESCRIPTION DATE
Bath a)
B B
B '<�A
L
E
B N
E loset B
C Mast:er
B
Bedroom
Bath Master Master
Bedroom CI)l I
Bedroom B E
I A CIOS Bedroom
_7
Z CONSTRUCTION
PLAN
0 03 Third Floor
)-10/�11=11111r�501� '
17-77-7-7—A
'r7 Al I
CD 80
01 4' 16' 32'
(c) 2007 Winter Street Architects, Inc.
FINISH LEGEND GENERAL FINISH NOTES FINISH SCHEDULE
ROOM NAME 1.PROVIDE ADDITIONAL WOOD BASE TO MATCH EXISTING ON SECOND FLOOR SPACES EXCEPTING 9.CONTRACTOR SHALL INSPECT&APPROVE ALL SUB-SURFACE PRIOR TO INSTILLATION OF SYMBOL DESCRIPTION
ROOM TAG STORAGE CLOSETS,UTILITY SPACES AND COMMON CORRIDOR 6'PLAIN STOCK WITH ORNATE BEAD FINISHES. ALL SUB-SURFACE SHALL BE PROPERLY REPAIRED TO RECEIVE INTENDED& FLOOR
PIECE.SUBMIT SAMPLE FOR ARCHITECTS APPROVAL. SPECIFIED FINISHES. SUB-SURFACE TO RECEIVE NEW FINISHES INCLUDE,BUT ARE NOT Carpet
LIMITED TO: Manufacturer:Patcraft-36 oz Nylon Pile
LIMIT OF WORK 2.ALL UNITS SHALL ALLOW(1)ACCENT WALL PAINT PER ROOM IN ADDITION TO GENERAL WALL EXISTING GYPSUM WALL BOARD Style:All That Jazz
PAINT. NEW GYPSUM WALL BOARD
COLUMNS Color:21147 Cannon Ball
3.PROVIDE ADD ALTERNATE PRICING FOR KITCHEN COUNTERTOP AND BACKSPLASH TO BE EXISTING MASONRY WALLS Manufacturer:
NEW WALL FORMICA STONE;2CM THICKNESS 9036 RAW SILK. NEW MASONRY WALLS Style:
CEILINGS Color:
4.ALL DRYWALL CEILINGS,SOFFITS AND FASCIAS SHALL BE PAINTED,FOR LOCATION REFER TO CONDUIT Resilient Flooring
CEILING PLAN. DOOR FRAMES Manufacturer:Armstrong 12`xl2'xl18"
EXISTING WALL TO REMAIN WINDOW FRAMES kf�] Stylar Standard Excelon
5.ALL EXISTING WALLS.COLUMNS AND CEILING TO BE CLEANED AND PREPARED FOR NEW PAINT Color:TBD
FLOOR FINISH SYMBOL UNLESS OTHERWISE NOTED. 10.SUBMIT SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR APPROVAL. Base
6.LEVEL AND PREP FLOOR IN ACCORDANCE WITH FINISH FLOORING MANUFACTURER'S 11.STRICTLY COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS&RECOMMENDATIONS Manufacturer:
REQUIRMENTS. FOR BOTH APPLICATION OF PAINT&PREPARATION OF SURFACES BEFORE PAINTING. EEI I Style:Wood Trim,1/4 or 115,solid stock,caulked to floor
WALL FINISH SYMBOL Note:Base throughout.Paint same color as trim and doors.
7.ALL WALLS TO BE PAINTED P-1 UNLESS OTHERWISE NOTED. 12.PROVIDE ALL REQUIRED TRANSITION STRIPS BETWEEN NEW AND EXISTING FLOORING Wood Flooding
MATERIALS,AND AT ALL CARPET TO VCT TRANSITION POINTS,IN COLOR AS SELECTED BY Manufacturer: W
8.EXISTING CONCRETE CEILING,BEAMS AND ALL PIPING SHALL BE PAINTED P-4,NEW MECHANICAL ARCHITECT. Slow
DUCTS SHALL BE LEFT UNFINISHED(ALUMINUM). Species:Character grade maple hardwood-width to vary with market pricing-finished in place
13.WHERE FLOORING MATERIAL CHANGES AT DOOR OPENINGS,TRANSITION SHALL OCCUR CD
UNDER DOOR IN CLOSED POSITION. Stair Risers r— M
M L)
Same as wood flooding I W
CO C3
<
a) cD
Floor Tile U) (D
cl c) Ef
Manufacturer:American Olean Ceramic Tile U-1 a)
Sloe:2'x2' cy) a) co
C:) CZ r-
Color:Safin White D26 C\I U) U) M
Grout:Silver Bullet H168
—Chydroment
WALL
Paint W
Manufacturer:Benjamin Moore
Color:Dove White Ld
Finish:Eggshell
Manufacturer:Benjamin Moore
Color:Water Resistant Dove White
Finish:Eggshell
Note:Bathroom Wall Color
Wall Tills U1
Manufacturer:American Olean Ceramic Tile
Style:2'x2'
Color:Salin White D26
VCT_1 Grout:Silver Bullet H1 68
Chydroment
FURNITURE AND EQUIPMENT NOTES
z
FREESTANDING FURNITURE AND EQUIPMENT WILL BE FURNISHED BY OWNER UNLESS
OTHERWISE NOTED. FURNITURE AND EQUIPMENT SHOWN FOR REFERENCE PURPOSES
ONLY.
T-1
P-2 ........
WD-1
ID I
DW
F TAI
P-2
0 IN i
81 8
_7
WD-1 �CT ---- Central
House-
VCT
Salem, IVIA 01970
DVV
DN DN Project Number. 0265
T-1
P-2
WD-1
UP Date�
Issued
NO. DESCRIPTION DATE
B-1 -------
X
N ------
-————— ————— ——————— ———————
8 VCTA -------
T—
UP WD-1 FINISH
ALLOCATION
PLAN
�1 � Finish Plan, Second Floor
1/4" V-0"
L
F==zl Al m4
0' 4' 81 16' 32'
2007 Winter Street Architects, Inc.
FINISH LEGEND GENERAL FINISH NOTES KEYNOTES - FINISHES
ROOM NAME 1.PROVIDE ADDITIONAL WOOD BASE TO MATCH EXISTING ON SECOND FLOOR SPACES EXCEPTING 9.CONTRACTOR SHALL INSPECT&APPROVE ALL SUB-SURFACE PRIOR TO INSTILLATION OF
ROOM TAG STORAGE CLOSETS,UTILITY SPACES AND COMMON CORRIDOR 6'PLAIN STOCK WITH ORNATE BEAD FINISHES, ALL SUB-SURFACE SHALL BE PROPERLY REPAIRED TO RECEIVE INTENDED& FINISH SCHEDULE
PIECE.SUBMIT SAMPLE FOR ARCHITECTS APPROVAL. SPECIFIED FINISHES. SUB-SURFACE TO RECEIVE NEW FINISHES INCLUDE,BUT ARE NOT
F-161-1 LIMITED TO: SYMBOIL � DESCRIPTION
2.ALL UNITS SHALL ALLOW(1)ACCENT WALL PAINT PER ROOM IN ADDITION TO GENERAL WALL EXISTING GYPSUM WALL BOARD
LIMIT OF WORK PAINT. NEW GYPSUM WALL BOARD FLOOR
COLUMNS Carpet__
--- -—— - - - - - - - 3.PROVIDE ADD ALTERNATE PRICING FOR KITCHEN COUNTERTOP AND BACKSPLASH TO BE EXISTING MASONRY WALLS Manufacturer:Patcraft-36 oz Nylon Pile
17-7777= NEW WALL FORMICA STONE;2CM THICKNESS 9036 RAW SILK. NEW MASONRY WALLS ICWII Style:All That Jazz
CEILINGS Color:21147 Cannon Ball
4.ALL DRYWALL CEILINGS,SOFFITS AND FASCIAS SHALL BE PAINTED.FOR LOCATION REFER TO CONDUIT F Manufacturer:
C�7
CEILING PLAN. DOOR FRAMES T-2 Style:
EXISTING WALL TO REMAIN WINDOW FRAMES Color:
5.ALL EXISTING WALLS.COLUMNS AND CEILING TO BE CLEANED AND PREPARED FOR NEW PAINT
UNLESS OTHERWISE NOTED. 10.SUBMIT SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR APPROVAL. Resilient Flooring
FLOOR FINISH SYMBOL Manufacturer:Armstrong 12"02'x1/8"
6.LEVEL AND PREP FLOOR IN ACCORDANCE WITH FINISH FLOORING MANUFACTURER'S 11.STRICTLY COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS&RECOMMENDATIONS Style:Standard Excelon
REQUIRMENTS. FOR BOTH APPLICATION OF PAINT&PREPARATION OF SURFACES BEFORE PAINTING. Color:TBD
WALL FINISH SYMBOL 7.ALL WALLS TO BE PAINTED P-1 UNLESS OTHERWISE NOTED. 12.PROVIDE ALL REQUIRED TRANSITION STRIPS BETWEEN NEW AND EXISTING FLOORING Base facturer. U
MATERIALS,AND AT ALL CARPET TO VCT TRANSITION POINTS,IN COLOR AS SELECTED BY -[�=U:Wood Trim,1/4 or 1/5,solid stock,caulked to floor Li
a�] Style
B.EXISTING CONCRETE CEILING,BEAMS AND ALL PIPING SHALL BE PAINTED PA.NEW MECHANICAL ARCHITECT. Note:Base throughout.Paint same color as trim and doors.
DUCTS SHALL BE LEFT UNFINISHED(ALUMINUM). 13.WHERE FLOORING MATERIAL CHANGES AT DOOR OPENINGS,TRANSITION SHALL OCCUR Wood Flooring CD
UNDER DOOR IN CLOSED POSITION. Manufacturer: 0
1 Fw67-1 S": q
Cl)
Species:Character grade maple hardwood-width to vary with market pricing-finished in pla U) C) r,-
Stair Risers x <
Q) CD Nr :t�
(1) C) IST
Same as wood flooring En p
Ui
:� CL) <
co
co CO
C�. :3 M r-
Floor Tile (\I U) U) 0)
— Manufacturer:American Olean Ceramic Tile
FT-1 Sloe:2*x2"
Color:Satin White D26
Grout:Silver Bullet H168
_Chydroment Li
WALL
Paint Ld
Manufacturer:Benjamin Moore
C� Color:Dove White
Finish:Eggshell
Manufacturer:Benjamin Moore
Color:Water Resistant Dove White
Finish:Eggshell
Wall Tile Note:Bathroom Wall Color
Manufacturer:American Olean Ceramic Tile
Style:2"x2'
Color:Satin White D26
Grout:Silver Bullet H168
Chydroment
FURNITURE AND EQUIPMENT NOTES
FREESTANDING FURNITURE AND EQUIPMENT WILL BE FURNISHED BY OWNER UNLESS
OTHERWISE NOTED. FURNITURE AND EQUIPMENT SHOWN FOR REFERENCE PURPOSES
ONLY,
VCT-1
Central
House-
Salem, MA 01970
T-1
DN
T-1 P-2 — — — — — — Project Number 0265
P-2
T-1 DN
E-2 Date�
Issued
NO. DESCRIPTION DATE
T-1
P-2
FINISH
ALLOCATION
PLAN
Finish Plan, Third Floor
�.5 1/411 1 141
Al m5
2007 Winter Street Architects, Inc.
q
Iris I I
REFLECTED CEILING PLAN NOTES: LIGHTING FIXTURE LEGEND: REFLECTED CEILING LEGEND
1.ELECTRICAL PANELS,FIRE HOSE CABINETS AND RECESSED OBJECTS OVER 16 SYMBOL DESCRIPTION MANUFACTURER / Symbol Description
SQUARE INCHES ARE TO BE WRAPPED IN WATERPROOF FIRESTOPPING MATERIAL
ENCLOSURE TO MAINTAIN THE WALL RATING, MODEL: LAMP: COMMENTS:
2.THERE ARE TO BE SMOKE DETECTORS IN ALL KITCHENS,HALLWAYS AND CEILING MOUNTED INCADESCENT SCONCE 40pos�� LIMIT OF WORK
COMMON SPACES(NO MORE THEN 3'FROM DOOR), HARDWIRED TO A BUILDING A
WIDE SYSTEM. KEYNOTE
0 So DIAMETER RECESSED INCADESCENT LIGHT
3.GANG SWITCHES UNDER ONE COVER PLATE WHEN POSSIBLE. B FIXTURE ? ?
CEILING TYPE
4.ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE CEILING MOUNTED CHANDELIER ($11!_O. A.F.F. CEILING HEIGHT ABOVE FINISH FLOOR
BEYOND 4"FROM THE FACE OF THE WALL AT A HEIGHT OF V-13'A.F.F.U.O.N @C ? ? PAINTED GWB CEILING,USE TYPE X IN BATHROOM AND WET
5,CENTER ALL CEILING FIXTURES AND GRIDS IN ROOMS UNLESS OTHERWISE AREAS-REFER TO A9.2 FOR DETAILS
NOTED. 24*LINEAR FLORESCENT FIXTURE ? ?
6.INSTALL ACCESS PANELS AS REQUIRED TO SERVICE EQUIPMENT ABOVE THE SUSPENDED ACOUSTICAL CEILING TILE&GRID SYSTEM TX
CEILING.COORDINATE LOCATION AND SPEC WITH ARCHITECT. CEILING MOUNTED?? Z. MFR:ARMSTRONG ITEM:#589 CIRRUS,GRID:
? ? ARMSTRONG XL 9116"BOLTSLOT
7.8'-O"A.F.F.GWB ON FURRING FOR ALL BATHROOMS.MAXIMUM HEIGHT ALLOWED CEILING MOUNTED SINGLE FACE EXIT SIGN.REFER TO
BY EXISTING CONDITIONS FOR ALL OTHER ROOMS. CEILING FAN I LIGHT COMBINATION ELECTRICAL DRAWINGS. W
401 CEILING MOUNTED SINGLE FACE EXIT SIGN WITH
KEYNOTES - Reflected Ceiling Plans VANITY LIGHT 16'(TWO LIGHTS) ? ? DIRECTIONAL ARROW.REFER TO ELECTRICAL DRAWINGS.
Keynote
CEILING MOUNTED DOUBLE FACE EXIT SIGN WITH
NumberF Description I I
VANITY LIGHT 24'(THREE LIGHTS) Z DIRECTIONAL ARROW,REFER TO ELECTRICAL DRAWINGS, U) (2>
? ? IN, X <
Q) CD A—
(n CD
U) co L)
--- CR1 Center Fixture in space 0 PENDANT FIXTURE MOUNTED AT 6-6"ABOVE QC2R=15_� WALL MOUNTED EMERGENCY LIGHTS Lu
CR2 All suspended lig1hting to be installed at a height of 7'-0" P FINISHED FLOOR(TWO LIGHTS) ? ? M :t-- (0 co
C:) = _F0 1`1
A.F.F. and to aligin with similar fixtures, unless otherwise < CJ U) U) 0)
noted. CEILING MOUNTED INCADESCIENT FIXTURE ? ? SMOKE DETECTOR
CR3 Install pendant light fixture. Center over counter @ a 0 EXISTING SPRINKLER HEAD
height of 6-6"A.F.F. Verify dimenstions in field. UNDER CABINET FIXTURE ? ? W
D NEW SPRINKLER HEAD W
L WALLSICONCE COLOR:WHITE
4S ? ? TYPE:CONCEALED HEAD
0 0 5'-6"
B B
Ln
UNIT 5
1�0
p B
N-8"
0 0 r
B [13
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C
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EQ EQ
D N. — —
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GA
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6 -0 5 1,
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0 0 0
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B B Date.
0 0 1
Issued
EQ EQ
6 -6- E EQ L, EQ CR1 0 NO. DESCRIPTION DATE
&_0 1.1,
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0 6' CID �9
0
0
B 1 (0 1 J- -
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Soffit V-17 AFF.To align with edge of wall --- --------
UNIT 4
UNIT 3 NIII 0 0:
Z 17' - 0"
L 0 V0 N - --
LEI B Soffit 6-0"AFF.To align with edge of wall I
8--0" C 4 - 1.. , l�� ___N`\ I
%
P I
5'-5'
_N
C
0 - C
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Nil
&D
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UNIT 1
EQ EQ
51
7
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Q 02 Second Floor 7 7
-011 7 7 7777 7 7 7 /-/—j
1/411 81 Z1
01 41 16' 32'
6 zU07 Winter Street ArchitecLs, Inc.
REFLECTED CEILING PLAN NOTES: LIGHTING FIXTURE LEGEND: REFLECTED CEILING LEGEND
1.ELECTRICAL PANELS,FIRE HOSE CABINETS AND RECESSED OBJECTS OVER 16
SQUARE INCHES ARE TO BE WRAPPED IN WATERPROOF FIRESTOPPING MATERIAL SYMBOL DESCRIPTION MANUFACTURER / Symbol Description
ENCLOSURE TO MAINTAIN THE WALL RATING. MODEL: LAMP: COMMENTS:
2.THERE ARE TO BE SMOKE DETECTORS IN ALL KITCHENS,HALLWAYS AND CEILING MOUNTED INCADESCENT SCONCE LIMIT OF WORK
COMMON SPACES(NO MORE THEN 3-FROM DOOR). HARDWIRED TO A BUILDING A ?
WIDE SYSTEM. 0 6"DIAMETER RECESSED INCADESCENT LIGHT KEYNOTE
3.GANG SWITCHES UNDER ONE COVER PLATE WHEN POSSIBLE. B FIXTURE ? ?
4.ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE - CEILING TYPE
BEYOND 4"FROM THE FACE OF THE WALL AT A HEIGHT OF 6-8"A.F.F.ILION, CEILING MOUNTED CHANDELIER ? ? V1 0 1.—FF. - CEILING HEIGHT ABOVE FINISH FLOOR
@C PAINTED GWB CEILING,USE TYPE X IN BATHROOM AND WET
5.CENTER ALL CEILING FIXTURES AND GRIDS IN ROOMS UNLESS OTHERWISE AREAS-REFER TO A9.2 FOR DETAILS
NOTED. 24"LINEAR FLORESCENT FIXTURE ? ?
6.INSTALL ACCESS PANELS AS REQUIRED TO SERVICE EQUIPMENT ABOVE THE SUSPENDED ACOUSTICAL CEILING TILE&GRID SYSTEM 2'X
CEILING.COORDINATE LOCATION AND SPEC WITH ARCHITECT. CEILING MOUNTED?? 2'. MFR:ARMSTRONG ITEM:#589 CIRRUS,GRID:
? ? ARMSTRONG XL 9/16"BOLTSLOT
7.6-10"A.F.F.GWB ON FURRING FOR ALL BATHROOMS.MAXIMUM HEIGHT ALLOWED - Q CEILING MOUNTED SINGLE FACE EXIT SIGN.REFER TO
BY EXISTING CONDITIONS FOR ALL OTHER ROOMS. CEILING FAN/ LIGHT COMBINATION ELECTRICAL DRAWINGS.
— F CEILING MOUNTED SINGLE FACE EXIT SIGN WITH W
KEYNOTES - Reflected Ceiling Plans VANITY LIGHT 16"(TWO LIGHTS) DIRECTIONAL ARROW.REFER TO ELECTRICAL DRAWINGS.
Keynote C) F.
CEILING MOUNTED DOUBLE FACE EXIT SIGN WITH CD
C)
Number Description VANITY LIGHT 24"(THREE LIGHTS) Z DIRECTIONAL ARROW.REFER TO ELECTRICAL DRAWINGS, Cl)
C3 U) C) r-
X < U
F- CR1 Center Fixture in space WALL MOUNTED EMERGENCY LIGHTS (n C)
0 PENDANT FIXTURE MOUNTED AT 6-6"ABOVE I U) M Ef
CR2 All suspended lighting to be installed at a height of 7'-0" P FINISHED FLOOR(TWO LIGHTS) ? ? 01- Ui (D
0-, 00
A.F.F. and to align with similar fixtures, unless otherwise (Z) I--
noted. CEILING MOUNTED INCADESCENT FIXTURE SMOKE DETECTOR C\J U) 0
CR3 Install pendant light fixture. Center over counter @ a (a
height of 6-13" A.F.F. Verify dimenstions in field. UNDER CABINET FIXTURE 0 EXISTING SPRINKLER HEAD
NEW SPRINKLER HEAD
L WALL SCONCE 0 COLOR:WHITE Ld
? TYPE:CONCEALED HEAD
Ld
z
Central
House-
Salem, MA 0 1970
Bedroom Project Numbev 0265
Bedroom
Study
CR1
CRI
Date:
1 4� 7- 0 Bath Issued
0 0 NO. DESCRIPTION DATE
0 B 0
4- F W
GRI D
CR1 IF
0
B 2--0- 0 6--6-
rri Bath
G1 0 0 0 0
W
Maste
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Bedroom
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0
CR1 0
B
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CR1
UN UNIT 2 UNIT 1
IT 3 J
- - - - - - - - - - - - - - - - - - - - - - -
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H E E E Issued
NO. DESCRIPTION DATE
I ' ; I 1A I
. . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . .
, . , I . . . . . . . . . . . . . . . . . . . I F . i i i i . I . I . . . . . . . . . . . . I
. . . . I I . . I . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . 02 Second Floor
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EXTERIOR
ELEVATIONS
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EXISTING STOREFRONT TO REMAIN
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(0
Front Street Elevation
0-011 A00% a
1/411 1
CD
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2007 Winter Street Architects, Inc.
Adjacent Building
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Rear Elevation Extend down to Grade level
1/411 1'-011
Boo! Central
33' - 11 1/2
ouse-
Salem, MA 0 1970
Project Number: 0265
— — — — — — — — — — — — — — — — — — — — — — - 03 Third Floor A--\
22' - 4 1/2" Date:
Issued
I..F...I.. NO. DESCRIPTION DATE
— — — — — — — — — — — — — — — — — — 02 Second Floor
12' - 0"
. ............
EXTERIOR
ELEVATIONS
01 First Floor
0'.
A;3 I
Existing Building Side Elevation
114" 1-41
@ 2007 Winter Street Architects, Inc.,
�7
Wood framed stair, finish
ILI
according to owner CO
X
specifications O� Nr
in
CN U) U) (3)
1 1/211 mt]. framing
W
5/8" Gyp. for underside of W
ceiling
Stair Section Detail K,-\ Mailbox Elevation U1
1 1/21# 1 1-00, 3/411 1 1-01,
W
z
N
N
N N
- - - - - - - - - -
N - - - - - - - - - -
N
00
03 Third Floor
03 Third FI 03 Third F oo
22' - 4-1/2"
22' _ 22' - 4 1/2
f6R @ 7 3/4"
7 15T@10
15T @
15T @ 10" A4,1 - - - - - - - -
16R @ 7 3/4",
16 R @7 3/4
__'__AL Al 02 Second Flo 02 Second Floor V02 Second Floo[ Central
12' - 0� 12 1!� 12' - 0 House-
Unit 3 Stair Section r,-\ Unit 2 Stair Section Unit 1 Stair Section Salem, MA 01970
31e 1'-d" ��3/8' =�V-0- �t,73/8'_= 1'-0'
Project Number. 0265
-----------
Datei
-----------
Issued
-----------
7-
----------- L NO. DESCRIPTION DATE
----------- -----------
----------- -----------
------ -----
rON -r_-----
r\
STAIRS
UP
r.-� Stair Plan-Unit 3 A4mO
tair Plan-UnQW Stair Plan-Unit 1
��3/8- =�V-0- S3/81' '-01' 3/8"
2007 Wnt.,i Street Architects, Inc.
11MIEh �1
INTERIOR ELEVATION NOTES
ALL BATHROOMS TO HAVE ONE TOWEL BAR.BAR SHOULD BE MOUNTED AT T-41"Aff.IN
BATHROOM 106 AND 205 ON WALL WITH EXTERIOR WINDOW.BAR SHOULD BE MOUNTED
AT 4'-O'A.F.F.IN BATHROOM 304 ON WALL OPPOSITE TOILET.(NOTE TOWEL BARS ARE NOT
SHOWN ON FLOOR PLANS OR ELEVATIONS.) PROVIDE BLOCKING AT ALL TOWEL BAR
LOCATIONS.
DECORATIVE PENDANTS SHALL BE MOUNTED AT 6'-6"A.F.F.
ALL BATHROOMS TO HAVE ONE TOILET PAPER DISPENSER,SEE ELEVATIONS FOR EXACT
LOCATIONS.
ALL KITCHEN COUNTERS TO BE T-O"A.F.F.UNLESS OTHERWISE NOTED.
KITCHEN COUNTERS AND BACKSPLASHES TO BE GRANITE.
KITCHEN CABINETS TO BE WOOD.
0
ALL BATHROOMS TO HAVE TWO PIECE FIBERGLASS BATH/SHOWER UNIT.CONTRACTOR TO
PROVIDE SHOWER CURTAIN ROD.
ALL BATHROOM VANITIES TO HAVE CORIAN COUNTERTOP AND BACKSPLASH WITH
INTEGRAL SINK(S)AND FAUCET(S).QUANTITIES VARY.SEE FLOOR PLANS.ALL BATHROOM CD
VANITIES TO HAVE WOOD BASE CABINETS. 0
C.
T co
ALL LAMINATE MILLWORK SHALL BE FABRICATED TO AWI CUSTOM GRADE STANDARDS. CD
ALL EXPOSED SURFACES SHALL BE FINISHED. X <
(D CD 2i
0) C)
ALL VENEERED MILLWORK SHALL BE FABRICATED TO AWI PREMIUM GRADE STANDARDS. W(n m Ef u
(D (D
ALL EXPOSED SURFACES,INCLUDING DOORS,TOPS AND BASE SHALL BE VENEERED. :=� 0J
C> M cb I
CASEWORK SHALL BE FULLY VENEERED U.O.N. < C\I U) U)
CABINET HARDWARE:U.O.N.
A.ALL HINGES SHALL BE FULLY CONCEALED EUROPEAN 180 DEGREE
STANLEY 331 SERIES OR EQUAL. W
B.ALL DRAWER GLIDES SHALL BE FULL EXTENION EXTRA HEAVY DUTY;
KV OR EQUAL. GLIDES TO BE SILVER OR WHITE. W
C.ALL PULLS SHALL BE SUGATSUNE SERIES 26;SATIN STAINLESS STEEL
U.O.N.REFER TO ELEVATIONS&SECTIONS FOR MORE DETAIL.
ALL BATHROOM COUNTER TO BE 2'-10'A.F.F UNLESS OTHERWISE NOTED.
KITCHENS TO HAVE STAINLESS STEEL DOUBLE SINK WITH DISPOSAL.REVIEW WITH U1
ENGINEERS DWGS FOR COORDINATION.
CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR REVIEW AND APPROVAL BY
ARCHITECT BEFORE FABRICATION.CONFIRM FINISHES ON SHOP DRAWINGS FOR
ARCHITECTS APPROVAL BEFORE FABRICATION.SUBMIT(4)12'X12'SAMPLES OF EACH
FINISH FOR APPROVAL. W
CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR REVIEW AND APPROVAL BY
OF OWNER.
F
z
CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
Gi G1
PROVIDE FILLER PANELS AS REQUIRED
TYPE X GYPSUM THOUGHOUT BATHROOMS UNLESS NOTED
E15 Fixture Schedule
E5
Type Mark Description
(�)--757ff 7L�--
El 18" Recessed Medicine Cabinet
E2 24" Frameless Mirror
E3 36" Frameless Mirror
E4 42" Frameless Mirror
CCI 7) (cis) Z�� (C1 7) El 5) E5 Full Unit Tub and Shower Enclosure
Unit 3 - Bathroom 3 Elevation 14 Unit 3 - Bathroom 2 Elevation E6 Pedestal Sink
3/811 V-0.1 3/811 1 1.01t Unit 2 - Bathroom 2 Elevation 6 Unit 1 - Bathroom 1 Elevation 3 E7 Custom Size Shower
��3/8- =�V-0- �3/8- �V-0- —C8— Single Bay Kitchen Sink
H— Toilet
IF E110 Combination Washer/Dryer
Ell Dishwasher
G1 G GI
E12 Overhead Microwave
E3 C E2 E3 E13 Range/Oven combination unit
E15 E15)) E15 E14 Refrigerator Central
�v E15 Toilet Paper Dispenser House-
E9 (�7) (�5) E16 Towel Bar Mounted @ 36"
E17 4!' Backsplash Salem, MA 01970
E18 1 1/2" Countertop
E19 60" Frameless Mirror
E20 36" x 36" Shower Project Number 0265
It I — IA
El 5) El-1) OnE6 At
181-1) Ei 5) KEYNOTES - CONSTRUCTION
Unit 3 - Bathroom 3 Elevation 13 Unit 3 - Bathroom 2 Elevation 10 r.-\ Unit 3 - Bathroom 1 Elevation 8 Unit 2 - Bathroom I Elevation 5 Unit 1 - Bathroom 1 Elevation 2 Al INSTALL 4"VINYL WALL BASE-SEE FINISH SCHEDULE
3/8" l'-O" 3/8" 1 1-01, 3/8" 1 1-00, 3/8" V-01. 3/8" V-011 A2 Y-0"CASED OPENING-CENTERED ON WALL
A3 T-O"CASED OPENING-NOT CENTERED ON WALL
A4 DOOR OPENING TO BE CENTERED ON WALL Date
A5 F-O"CASED OPENING-NOT CENTERED ON WALL
Issued
FURR OUT NO. DESCRIPTION DATE
-AS REQ'D
El
A5.0
5
6
E16 34 50)
\—C)
10 E16) 2
I Tt� 14 '��CE1 6) A5.0
Z �e
—13ATHROOW
A5.0 co
13 &6
1'-7 1/2" 11 8 A5.0
1'-6"Min
El E16
ELEVATIONS
1"-7
AND
El
ENLARGED
FE
PLANS
Unit 3 - Bathroom Plan 3 Unit 3 - Bathroom Plan 2 Unit 3 - Bathroom Plan 1 (-A-� Unit 2 - Bathroom Plan Unit 1 - Bathroom Plan 1
11
3/81' = -01. 3/8" 3/8" V-0" 3/8" 1 3/8"
A5mO
2007 ftnt,�i Street Archite�Is Inc
INTERIOR ELEVATION NOTES
ALL BATHROOMS TO HAVE ONE TOWEL BAR.BAR SHOULD BE MOUNTED AT 3'-4'A.F.F.IN
BATHROOM 106 AND 205 ON WALL WITH EXTERIOR WINDOW.BAR SHOULD BE MOUNTED
AT 4'-O"A.F.F.IN BATHROOM 304 ON WALL OPPOSITE TOILET.(NOTE TOWEL BARS ARE NOT
SHOWN ON FLOOR PLANS OR ELEVATIONS.) PROVIDE BLOCKING AT ALL TOWEL BAR
LOCATIONS.
DECORATIVE PENDANTS SHALL BE MOUNTED AT 6-6"Aff.
ALL BATHROOMS TO HAVE ONE TOILET PAPER DISPENSER.SEE ELEVATIONS FOR EXACT
LOCATIONS.
ALL KITCHEN COUNTERS TO BE T-0"Aff.UNLESS OTHERWISE NOTED.
KITCHEN COUNTERS AND BACKSPLASHES TO BE GRANITE.
KITCHEN CABINETS TO BE WOOD.
ALL BATHROOMS TO HAVE TWO PIECE FIBERGLASS BATH/SHOWER UNIT.CONTRACTOR TO
PROVIDE SHOWER CURTAIN ROD.
ALL BATHROOM VANITIES TO HAVE CORIAN COUNTERTOP AND BACKSPLASH WITH W
INTEGRAL SINK(S)AND FAUCET(S).QUANTITIES VARY.SEE FLOOR PLANS.ALL BATHROOM
VANITIES TO HAVE WOOD BASE CABINETS. CD
rl- 0)
(1) (7) II_ 0
ALL LAMINATE MILLWORK SHALL BE FABRICATED TO AWI CUSTOM GRADE STANDARDS. 'tz; CY) UJ
ALL EXPOSED SURFACES SHALL BE FINISHED. L3 (f) C)
X <
ALL VENEERED MILLWORK SHALL BE FABRICATED TO AWI PREMIUM GRADE STANDARDS. (1) C:) :�i
U) C)
ALL EXPOSED SURFACES,INCLUDING DOORS,TOPS AND BASE SHALL BE VENEERED. (n co
CASEWORK SHALL BE FULLY VENEERED U.O.N. W Ef
M (1) <
C)
CABINET HARDWARE:U.O.N. (J) 0
A.ALL HINGES SHALL BE FULLY CONCEALED EUROPEAN 180 DEGREE
STANLEY 331 SERIES OR EQUAL.
B.ALL DRAWER GLIDES SHALL BE FULL EXTENION EXTRA HEAVY DUTY;
KV OR EQUAL. GLIDES TO BE SILVER OR WHITE. W
C.ALL PULLS SHALL BE SUGATSUNE SERIES 26;SATIN STAINLESS STEEL
U.O.N.REFER TO ELEVATIONS&SECTIONS FOR MORE DETAIL. W
ALL BATHROOM COUNTER TO BE 2'-10'A.F.F UNLESS OTHERWISE NOTED.
KITCHENS TO HAVE STAINLESS STEEL DOUBLE SINK WITH DISPOSAL.REVIEW WITH
ENGINEERS DWGS FOR COORDINATION. En
CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR REVIEW AND APPROVAL BY
ARCHITECT BEFORE FABRICATION.CONFIRM FINISHES ON SHOP DRAWINGS FOR
ARCHITECT'S APPROVAL BEFORE FABRICATION.SUBMIT(4)12'X12'SAMPLES OF EACH
FINISH FOR APPROVAL.
W
CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR REVIEW AND APPROVAL BY
OWNER.
CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. Z
PROVIDE FILLER PANELS AS REQUIRED
TYPE X GYPSUM THOUGHOUT BATHROOMS UNLESS NOTED
VGI GI F-1
(ET19) Fixture Schedule
GI 177R=.
Type Mark Description
El 18" Recessed Medicine Cabinet
E15 EE1 5 E2 24" Frameless Mirror
E3 36" Frameless Mirror
GI
4gEl 9,
E9 E4 42" Frameless Mirror
F-1 E5 Full Unit Tub and Shower Enclosure
E6 Pedestal Sink
E7 Custom Size Shower
E8 Single Bay Kitchen Sink
E9 Toilet
El 7) El 5) El 7) (cl 6) El 7) Al El 5) El 7) El 5)
Unit 5 - Bathroom I Elevation 15 Unit 7 - Bathroom 1 Elevation 12 E10 Combination Washer/Dryer
Unit 6 - Bathroom 1 Elevation 91
(-,-\ Unit 5 - Bathroom 2 Elevation 6 Unit 4 - Bathroom I Elevation 3 Ell Dishwasher
3/8" 3/8" -01,
�3/8" �V-0" ��3/ Qf�3/8" =�V-0"
E12 Overhead Microwave
F--I\-OF E13 Range/Oven combination unit
&_/C__=1 E14 Refrigerator entral
GI E15 Toilet Paper Dispenser House-
E16 Towel Bar Mounted @ 36"
J 0 Salem, MA 01970
E17 4" Backsplash
C .. ... .... ...
7 7 E18 1 1/2" Countertop
E15L___ E19 60" Frameless Mirror Project Number: 0265
E2 0) E20 36" x 36" Shower
KEYNOTES - CONSTRUCTION
t 4"VINYL WALL BASE-SEE FINISH SCHEDULE
A2 3'-0"CASED OPENING-CENTERED ON WALL
I oil
A3 T-O"CASED OPENING-NOT CENTERED ON WALL
A4 DOOR OPENING TO BE CENTERED ON WALL
El 5) El 7) C15) �17) A5 5'-0"CASED OPENING-NOT CENTERED ON WALL Date:
Unit 5 - Bathroom 1 Elevation 14 Unit 7 - Bathroom 1 Elevation I I Unit 6 - Bathroom 1 Elevation 8 Unit 5 - Bathroom 2 Elevation 5 Unit 4 - Bathroom 1 Elevation 2
kL�' 3/8-1 1 1-01, V 11-01, 0 1 1 9 11-01, Issued
3/8" 3/8" 3/8" -01. 3/8"'
NO. DESCRIPTION DATE
E 1
C-4
rJE16 El
A5.1 5
6 2'-9 1/2"
1'-7 1/2"
E16 V I\ CE1 6) \ 4 —BATHROOM-
14 E616 E616 E016 y 4 1 \ &
c
N,
12
5
1. LLJJ 2 1'-T' ELEVATIONS
E16 1A
1 3"Min.1� 6"Min 6 2'-11 112" 11 C
2'-103/4" JJ%-6"Min.1'-3" in.
1'-7"' impil A5.1
4-
LIJ ENLARGED
E16
El PLANS
77
J ,
L
Unit 5 - Bathroom 1 Unit 7 - Bathroom Plan K-7,\ Unit 6 - Bathroom Plan Unit 5 - Bathroom 2 Unit 4 - Bathroom Plan A& I
3/8" 1 1-00, 3/8" 11-00, 3/8" 1 1-00, 1 1.01t
3/8" 3/81' 1 1-0-1
6%) 2007 Winter Street Architects, Inc.
INTERIOR ELEVATION NOTES
ALL BATHROOMS TO HAVE ONE TOWEL BAR.BAR SHOULD BE MOUNTED AT T-4-A.F.F.IN
BATHROOM 106 AND 205 ON WALL WITH EXTERIOR WINDOW.BAR SHOULD BE MOUNTED
AT 4'-O'A.F.F.IN BATHROOM 304 ON WALL OPPOSITE TOILET.(NOTE TOWEL BARS ARE NOT
SHOWN ON FLOOR PLANS OR ELEVATIONS.) PROVIDE BLOCKING AT ALL TOWEL BAR
LOCATIONS.
DECORATIVE PENDANTS SHALL BE MOUNTED AT 6-6"A.F.F.
ALL BATHROOMS TO HAVE ONE TOILET PAPER DISPENSER.SEE ELEVATIONS FOR EXACT
LOCATIONS.
ALL KITCHEN COUNTERS TO BE S-O"A.F.F.UNLESS OTHERWISE NOTED.
KITCHEN COUNTERS AND BACKSPLASHES TO BE GRANITE.
KITCHEN CABINETS TO BE WOOD.
ALL BATHROOMS TO HAVE TWO PIECE FIBERGLASS BATH/SHOWER UNIT.CONTRACTOR TO
PROVIDE SHOWER CURTAIN ROD. W
ALL BATHROOM VANITIES TO HAVE CORIAN COUNTERTOP AND BACKSPLASH WITH
INTEGRAL SINK(S)AND FAUCET(S).QUANTITIES VARY.SEE FLOOR PLANS.ALL BATHROOM
VANITIES TO HAVE WOOD BASE CABINETS.
ALL LAMINATE MILLWORK SHALL BE FABRICATED TO AWI CUSTOM GRADE STANDARDS, L
Cf)
ALL EXPOSED SURFACES SHALL BE FINISHED,
ALL VENEERED MILLWORK SHALL BE FABRICATED TO AWI PREMIUM GRADE STANDARDS.
ALL EXPOSED SURFACES,INCLUDING DOORS,TOPS AND BASE SHALL BE VENEERED. U-1
CASEWORK SHALL BE FULLY VENEERED U.O.N.
C"J (j)
CABINET HARDWARE:U.O.N.
A.ALL HINGES SHALL BE FULLY CONCEALED EUROPEAN 180 DEGREE
STANLEY 331 SERIES OR EQUAL.
B.ALL DRAWER GLIDES SHALL BE FULL EXTENION EXTRA HEAVY DUTY; W
KV OR EQUAL. GLIDES TO BE SILVER OR WHITE.
C.ALL PULLS SHALL BE SUGATSUNE SERIES 26;SATIN STAINLESS STEEL W
U.O.N.REFER TO ELEVATIONS&SECTIONS FOR MORE DETAIL.
SOFFIT SOFFIT ALL BATHROOM COUNTER TO BE 2'-10"A.F.F UNLESS OTHERWISE NOTED.
11/2" Countertop KITCHENS TO HAVE STAINLESS STEEL DOUBLE SINK WITH DISPOSAL.REVIEW WITH
U1
CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR REVIEW AND APPROVAL BY
< ARCHITECT BEFORE FABRICATION.CONFIRM FINISHES ON SHOP DRAWINGS FOR
ARCHITECT's APPROVAL BEFORE FABRICATION,SUBMIT(4)12712'SAMPLES OF EACH
Provide bracing for countertop FINISH FOR APPROVAL. W
(P CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR REVIEW AND APPROVAL BY
cis recommended by E17 E8 OWNER. z
manufacturer CK 18) CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
EO
to,
E17
�0'
_.S� -!S I U 1 1 C1 PROVIDE FILLER PANELS AS REQUIRED
0
Half wall, provide floor anchors, 0 TYPE X GYPSUM THOUGHOUT BATHROOMS UNLESS NOTED
C'
? C�
as required.
E-1 Fixture Schedule
Cabinet 41 Type Mark Description
C�8) @8
Detail through Island r;-� Unit 3 - Kitchen Elevation 8 �Unit 2 -�KKitcher Elevation 5 El 18" Recessed Medicine Cabinet
1. ��3/8--�V-0" 3/8" 1 1-0" E2 24" Frameless Mirror
1/2 -01,
W81i i W5) E3 36" Frameless Mirror
81 F, E4 42" Frameless Mirror
SOFFIT — SOFFIT E5 Full Unit Tub and—Shower Enclosure
�J .11\ E6 Pedestal Sink
Single Bay Kitchen Sink
J E9 Toilet
>
Combination washer/Dryer
Ell Dishwasher
L 0 0
E12 Overhead Microwave
CE17) K 6E 18) K E13 Range/Oven combination unit
E 7
60 BO
zo
te Central
N \- 0/ I I ; ES .
0 S�
T E,8) T(p K
E14 Refrigerator
1
24'
36.
ng(El
77 1— I El 4) 7Z OE1 4
C1±1 '0 7-7
E14) 0
------J3T_
? El 3)
E il E16 Towel Bar Mounted 36"
4" Backsplash Salem, MA 01970
El 1)
1 1/2" Countertop
60" Frameless Mirror
Project Number: 0265
El 4) El 4) E,3) 1 D7 El 2) C 8 36" x 36" Shower
Unit 4 - Kitchen Elevation 10 Unit 3 - Kitchen Elevation 7
1. Unit 2 - K�itc�hhen Elevation 4 Unit I -1��Kitpen Elevation 2
_0
3/8-1 -01. '-!�3/8" =�V-0" �3/8�= �3/8
Date:
Issued
NO. DESCRIPTION DATE
---- ------
i 1 1-0 - - - - - --0 -
--- ---- --------
01 0 0
2
9'-6 1/4"
74(�8
00
(A-52
4
AV, —KITCHEN
L
DW ELEVATIONS
Q n El 3'- 11 1 r2'
10 ILI AND
ENLARGED
15'-6 1/2"
PLANS
Unit 4 - Kitchen Plan ra-� Unit 3 - Kitchen Plan rim Olt%
'-f�3/8" =�V-0" Unit 2 - Kitchen Plan Unit 1 - Kitchen Plan
�31V--�V-0" M�= V-0" �3/8" =�V-0"
et Architei r� 1111c..
CASEWORK TYPES - BASE CABINETS CASEWORK TYPES - UPPER CABINETS
L, 1 6" Le 11 - 161' V-3- V-6- 1.4. 2-0' 2'-6- 2'-6" 2'.9- 2--0" Varies
11 8'-0"A.FJFS 22S 1, �ll Nj
V oil 11 - 91,
11 - 3 l' - 6 2' - 3" Ie 2' - 6" 10 2- - 6"
lif V -"r� 11 elk I
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0
ci C2 C3 C4 C6 C7 C8 CD C) /1y wl W2 W3 W4 W5 W7 VV8 W9 W10 Fl F2
-I -I I LJ
- 01, .10 00 VARIES
lk 1' - 3" 3' - 0" IV 2- - 0-1 co
F LL-1 -S ELIXED PANEL]
0
04 C\1 U)
CNJI 04 C-4
C) Co co 00
00
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F-1 11:,4 0 - Lii ,;,
J H
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clo C12 C15 C16 C17 24" Depth C13 C14 F3 F4
W
1910 8
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>
>
INTERIOR ELEVATION NOTES W
ALL BATHROOMS TO HAVE ONE TOWEL BAR.BAR SHOULD BE MOUNTED AT 3P-4"A.F.F.IN
P-01 J ic,-3 .0 BATHROOM 106 AND 205 ON WALL WITH EXTERIOR WINDOW.BAR SHOULD BE MOUNTED
AT 4'-O"A.F.F.IN BATHROOM 304 ON WALL OPPOSITE TOILET.(NOTE TOWEL BARS ARE NOT
Z
N SHOWN ON FLOOR PLANS OR ELEVATIONS.) PROVIDE BLOCKING AT ALL TOWEL BAR
I U. El El 4) El LOCATIONS.
C�:] DECORATIVE PENDANTS SHALL BE MOUNTED AT 6'-6"A.F.F.
0
b ALL BATHROOMS TO HAVE ONE TOILET PAPER DISPENSER.SEE ELEVATIONS FOR EXACT
LOCATIONS.
ALL KITCHEN COUNTERS TO BE T-0"A.F.F.UNLESS OTHERWISE NOTED.
El 2) (B 1910) KITCHEN COUNTERS AND BACKSPLASHES TO BE GRANITE.
Unit 7 - Kitchen Elevation 9 Unit 6 - Kitchen Elevation 6 Unit 5 - Kitchen Elevation 3 KITCHEN CABINETS TO BE WOOD.
V-011 11-01,
3/8" �3/8" _10" 3/8" ALL BATHROOMS TO HAVE TWO PIECE FIBERGLASS BATH/SHOWER UNIT.CONTRACTOR TO
PROVIDE SHOWER CURTAIN ROD.
ALL BATHROOM VANITIES TO HAVE CORIAN COUNTERTOP AND BACKSPLASH WITH
INTEGRAL SINK(S)AND FAUCET(S).QUANTITIES VARY.SEE FLOOR PLANS.ALL BATHROOM
VANITIES TO HAVE WOOD BASE CABINETS.
ALL LAMINATE MILLWORK SHALL BE FABRICATED TO AWI CUSTOM GRADE STANDARDS.
ALL EXPOSED SURFACES SHALL BE FINISHED.
ALL VENEERED MILLWORK SHALL HE FABRICATED TO AW1 PREMIUM GRADE STANDARDS.
ALL EXPOSED SURFACES,INCLUDING DOORS,TOPS AND BASE SHALL BE VENEERED.
CASEWORK SHALL BE FULLY VENEERED I.I.O.N.
P, CABINET HARDWARE:U.0 N.
A.ALL HINGES SHALL BE FULLY CONCEALED EUROPEAN 180 DEGREE
18) Ell 7) �17 (�l 8) STANLEY 331 SERIES OR EQUAL.
El 7) B.ALL DRAWER GLIDES SHALL BE FULL EXTENION EXTRA HEAVY DUTY;
ic, I KV OR EQUAL, GLIDES TO BE SILVER OR WHITE.
C.ALL PULLS SHALL BE SUGATSUNE SERIES 26;SATIN STAINLESS STEEL Central
I.I.O.N.REFER TO ELEVATIONS&SECTIONS FOR MORE DETAIL,
C�:] 0 0 E�_] —0—. ouse-
0
ALL BATHROOM COUNTER TO BE 7-110"A.F.F UNLESS OTHERWISE NOTED.
C� Salem, MA 01970
Dil < > Dil < KITCHENS TO HAVE STAINLESS STEEL DOUBLE SINK WITH DISPOSAL.REVIEW WITH
_! 11" D � im n CASEWORK GENERAL NOTES: ENGINEERS OWES FOR COORDINATION,
N� L 41 CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR REVIEW AND APPROVAL BY Project Number: 0265
El 2) (�7) 1.Contractor shall provide wood blocking in all new and existing walls to support including, ARCHITECT BEFORE FABRICATION.CONFIRM FINISHES ON SHOP DRAWINGS FOR
8 8 G� CC,0 but not limited to,new wall cabinets, ARCHITECT's APPROVAL BEFORE FABRICATION.SUBMIT(4)12"Xl 2'SAMPLES OF EACH
Unit 7 - Kitchen Elevation 8 rr--\ Unit 6 - Kitchen Elevation 5 Unit 5 - Kitchen Elevation 2 FINISH FOR APPROVAL.
2.Contractor shall provide wood base fillers at all interior corners,gaps,and at ends of CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR REVIEW AND APPROVAL BY
3/8" �y�3/8- 0- 3/8" 11-01' benches as required. Filler color to match base cabinets. OWNER.
3.Provide all miscellaneous counterlop supports required to complete the work. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
4.Contractor shall provide 4" cove vinyl base at perimeter of all new wood base cabinets.
PROVIDE FILLER PANELS AS REQUIRED
Color to be selected.
5.All countertops to be Granite. Color to be selected, TYPE X GYPSUM THOUGHOUT BATHROOMS UNLESS NOTED Date:
SEE INTERIOR ELEVATIONS AND MILLWORK FINISH NOTES FOR ADDITIONAL Issued
INFORMATION.
Fixture Schedule NO. DESCRIPTION DATE
N Type Mark Description
FINISH LEGEND - MILMORK
El 18" Recessed Medicine Cabinet
PLAM COUNTERTOPS COUNTERTOPS-PLASTIC LAMINATE
MANUFACTURER: WILSONART E2 24" Frameless Mirror
CT COLOR:4582-07 CRYSTAL TOPAZ E3 36" Frameless Mirror
3'- 10" MANUFACTURER:WILSONART
e —,\ I COLOR:MONTEREY STORM 4639-60 E4 42" Frameless Mirror
01 10 FINISH:TBD E5 Full Unit Tub and Shower Enclosure
NOTE:TO BE APPLIED TO KITCHEN
%J COUNTERTOPS AND BACKSPLASHES E6 Pedestal Sink
8'-2". 1 0 MANUFACTURER:DOUG MOCKETT
HARDWARE MODEL:DP105A/3(8 1/8"LONG) E7 Custom Size Shower
b
0 0 Sim t
2r, FINISH:MATTE CHROME FINISH(26M) E8 Single Bay Kitchen Sink
—KITCHEN
NOTE:SMALL DRAWERS
3 MANUFACTURER:DOUG MOCKETT E9 Toilet
MODEL:DP105B/3(13 1/6"LONG) E10 Combination Washer/Dryer
6 TIONS
Sin I FINISH:MATTE CHROME FINISH(26M)
NOTE:CABINETS&WIDE DRAWERS Ell Dishwasher
AND
I L DW CABINETS CABINET DOORS,DRAWERS,END PANELS E12 Overhead Microwave
T_ _T T- - - - -T MANUFACTURER:IKEA E13 Range/Oven combination unit
COLOR:ADEL MEDIUM BROWN ENLARGED
I J CB E14 Refrigerator
I MANUFACTURER E15 Toilet Paper Dispenser
COLOR:WHITE MELAMINE E16 Towel Bar Mounted @ 36"
FINISH:TBD
NOTE.TO BE APPLIED TO FILLER,CABINET E17 4" Backsplash
DOORS,DRAWERS,INTERIOR,REVEAL&TOE KICK ------
V Unit 7 - Kitchen Plan r,-\ Unit 6 - Kitchen Plan Unit 5 - Kitchen Plan
11-01, E18 1 1/2" Countertop
3/8" =
3/8"" 3�/
E19 60" Frameless Mirror
36" x 36" Shower
.4 114"/ SLIPTRACK SYSTEMS SLP-TRK BRAND
SLOTTED DEFLECTION TRACK
VECK
5/8"GWB ON ONE SIDE TO 6"
ABOVE CEILING
BRACE IS REQUIRED
dl�
CEILING HEIGHT U i
\�SCHEDULED CEILING SEE RCP FOR
SPEC.AND HEIGHTS Li
2x4 WOOD STUDS @ 16"O.C., w
SLAB TO SLAB
SCHEDULED WALL BASE
ACOUSTICAL GASKET OR
FLEXIBLE SEALANT (D
2-4 WOOD STUD FLOOR
RUNNER
U) C .,
4-3/4"(3-1/2"WOOD STUDS) LJJ 'J"
C\J U)
TYPICAL PARTITION TYPE
Non-rated voids
w
SLIPTRACK SYSTEMS SLP-TRK BRAND
/5 3/8"/,,,'
SLOTTED DEFLECTION TRACK UJ
dh DECK
-7)F'
5/8"GWB TO 6"ABOVE CEILING
X
2 LAYERS 5/8"GWB TO 6"
ABOVE CEILING
CEILING HEIGHT
CORRIDOR
2NIT
U_ SCHEDULED CEILING SEE RCP FOR z
SPEC.AND HEIGHTS
O.C., SLAB TO SLAB
7 WOD STUDS @ 16
SCHEDULED WALL BASE
ACOUSTICAL GASKET OR FLEXIBLE SEALANT
7-
2x4 WOOD STUD FLOOR RUNNER
5-3/8"(3-1/2"WOOD STUDS); HEIGHT LIMIT 15'-7", STC31; ?
TYPICAL PARTITION TYPE
Unit/ Corridor
COUNTERTOP
6 118,
?7 '1 -,DECK
5/81,GWB ON BOTH SIDES TO
BOTTOM OF COUNTER 5/8"GWB ON BOTH SIDES TO 611
T ABOVE CEILING
ELECTRICAL
Central
2x6 WOOD STUDS @ 16"O.C., CEILING HEIGHT
SLAB TO SLAB House
—T ��SCHEDULED CEILING SEE RCP FOR
PLUMBING SPEC.AND HEIGHTS Salem, MA 01970
CONT.ACOUSTICAL BATT INSULATION, 3"THICK
O.C.. SLAB TO SLAB
SCHEDULED WALL BASE WOOD STUDS @ 16
ANCHOR PLATE SCHEDULED WALL BASE Project Number: 0265
ACOUSTICAL GASKET OR FLEXIBLE SEALANT
ACOUSTICAL GASKET OR
FLEXIBLE SEALANT 77 TJ
7 7 9-63 1 VOOD STUD FLOOR 2,,F4 WOOD STUD FLOOR RUNNER
RUNNER OB 4-3/4"(3-3 1/2"WOOD STUDS); HEIGHT LIMIT 15-7, STC35??;
BACK FRONT
V1 6-3/4"(5 1/2"WOOD STUDS); HEIGHT LIMIT 22'-10", STC36; F?
<�.\>TYPICAL PARTITION TYPE ' ' B , TYPICAL PARTITION TYPE Date:
Kitchen Unit/ Unit
I Issued
G.C.TO CO DINATE GA-
ANDSEA PITAUNTSIZ�9 7/8' SLIPTRACK SYSTEMS S1-P-TRK BRAND NO. DESCRIPTION DATE
WITH MAXIf IUM ANTICIPATED 1 118"
/' / '/ Z/ SLOTTED DEFLECTION TRACK
STRUCTUR,kL DE C ECTION
DECK
ECK
ACOUSTICAL SEALANT
2 LAYERS 5/8"GWB ON BOTH
DO NOT FASTEN GWB TO SLOTTED SIDES TO 6"ABOVE CEILING
SUBSTRATE AS REQUIRED-SEE DETAILS
DEFLECTION TRACK
I �11�CEILIN HEIGH7 SCHEDULED CEILING SEE RCP FOR
EXISTING NEW SCHEDULED CEILING SEE SPEC. AND HEIGHTS
RCP FOR SPEC. AND
HEIGHTS ��CEILING HEIGHT
2 LAYERS Ul- bld"uWB TYPE X ON BOTH
\\X�
blDF,5 TO UNUERSIDE OF STRUCTURE
VAIRSPACE
I LAYER 5/8"GWB TYPE X CONT.ACOUSTICAL BATT INSULATION, 3"THICK
WOOD STUDS @ 16"O.C., SLAB TO SLAB
2 ROWS OF 2 X4"WOOD STUDS @ 16"
O.C., STAGGERED AT 8", SLAB TO SLAB
SCHEDULED WALL BASE SCHEDULED WALL BASE WALL TYPE.)
ACOUSTICAL SEALANT
ACOUSTICAL GASKET OR FLEXIBLE SEALANT
2x4 WOOD STUD FLOOR RUNNER —6 WOOD STUD FLOOR RUNNER
CONT.NEOPRENE GASKET <A>10 1/8"(51/2"WOOD STUDS); HEIGHT LIMIT 15'-7", STC35; ?
Veen
4N
EXISTING AND NEW PARTITION TYPE \TYPICAL PARTITION TYPE
A ( MG
F A
Staggered Stud Dernising Wall
C
HARDWARE GENERAL NOTES: HARDWARE SETS:
1.ALL HARDWARE FINISHES SHALL BE SATIN CHROME 26D. HARDWARE SET I-UNIT ENTRY DOOR
2.ALL CLOSERS SHOULD BE MOUNTED ON THE DOOR SIDE LEAST VISIBLE. 1 YALE 4307-FBI LN SERIES GRADE 2 KEY-IN-LEVER LOCKSET WIMONROE LEVER IN SATIN CHROME FINISH
3 HAGER HINGES BB1279 4.5X4.5 US26D FINISH
3.UNLESS OTHERWISE NOTED,USE NONFERROUS HINGES(MCKINNEY 2314 OR EQUAL). I NORTON DOOR CLOSER 8301
1 HAGER DOOR VIEWER 1756 200 DEGREE POLISHED CHROME OR STAINLESS STEEL FINISH
4.WHERE NOTED WEATHERSTRIPPING SHALL INCLUDE THE FOLLOWING: I HAGER WALL OR FLOOR STOP 230W OR 243F-FINISH TO MATCH DOOR HARDWARE
-WEATHERSTRIPPING(TOP&SIDES) I HAGER SET OF SMOKEISOUND GASKETING 723S X PERIMETER OF OPENINGS
-ALUMINUM SADDLE(DOUBLE BEVELED EDGES) I THRESHOLD SWEEP
-DRIP CAP(EXTERIOR DOOR ONLY) 1 SARGENT DEADBOLT,484 DEADLOCK,US 26D
-DOOR SWEEP(EXTERIOR DOOR ONLY) 3 SILENCERS 10
5.COORDINATE GRAND MASTER KEYS W1 OWNER. HARDWARE SET 2-INTERIOR UNIT ENTRY DOOR
1 YALE 43CILN-F75 SERIES GRADE 2 LOCKSET WIMONROE LEVER IN SATIN CHROME FINISH
3 HAGER HINGES BB1279 4.SX4.5 US26D FINISH
I HAGER WALL OR FLOOR STOP 230W OR 243F-FINISH TO MATCH DOOR HARDWARE
I SARGENT DEADBOLT,484 DEADLOCK,US 26D w
KEYING AND HARDWARE REVIEW: HARDWARE SET 3-LOCKING PASSAGE DOOR
HARDWARE PROVIDER TO MEET WITH OWNER'S FACILITY MANAGER TO REVIEW HARDWARE SCHEDULE AND KEYING TO FINALIZE I YALE 430ILN-F75 SERIES GRADE 2 LOCKSET WIMONROE LEVER IN SATIN CHROME FINISH
HARDWARE SCHEDULE AND KEYING PRIOR TO PROVIDING SUBMITTAL FOR ARCHITECT'S REVIEW.ALSO REVIEW EXISTING 3 HAGER HINGES B81279 4.5X4.5 US26D FINISH U) C)
HARDWARE FOR WORKING ORDER AND MATCHING OF LEVERS TO SPECIFICATIONS,IF POSSIBLE. PROVIDE KEYS OF NICKEL SILVER I HAGER WALL OR FLOOR STOP 230W OR 243F-FINISH TO MATCH DOOR HARDWARE x <
ONLY,PERMANENTLY INSCRIBE EACH KEY WITH NUMBER OR LOCK THAT IDENTIFIES CYLINDER MANUFACTURER KEY SYMBOL AND 0 :, :�j
w CD
NOTATION'DO NOT DUPLICATE"AND PROVIDE QUANTITIES AS REQUIRED BY OWNER. MATCH OWNER's MASTER KEY SYSTEM. HARDWARE SET 4-PASSAGE DOOR (n co
FURNISH KEY BOX IF REQUIRED BY OWNER. LIJ (1)
M Ca
I YALE 430ILN-F75 SERIES WIMONROE LEVER IN SATIN CHROME FINISH C:) r-
3 HAGER HINGES BB`1279 4.5X4.5 US26D FINISH < C\J U) U) CTJ
DOORGENERAL NOTES: I HAGER WALL OR FLOOR STOP 230W OR 243F-FINISH TO MATCH DOOR HARDWARE
HARDWARE SET 5-CLOSET DOOR
1.ALL INTERIOR DOORS AND CASED OPENINGS SHALL RECEIVE DOOR TRIM. REFERTODETAILS, I YALE 4355L DUMMY LEVER????WIMONROE LEVER IN SATIN CHROME FINISH w
3 HAGER HINGES BB11279 4.5X4.5 US26D FINISH
1 HAGER WALL OR FLOOR STOP 230W OR 243F-FINISH TO MATCH DOOR HARDWARE w
1 MECHANICAL OR MAGNETIC CATCH
DOORSCHEDULE LEGEND: HARDWARE SET 6-PAIR CLOSET DOORS W1 DUMMY LEVER
Wd.SC T_ Wood,solid core 2 YALE 4355L DUMMY LEVER WIMONROE LEVER IN SATIN CHROME FINISH
[_Wd.painted__I_Wood,painted 6 HAGER HINGES BB1279 4.SX4.5 US26D FINISH
2 HAGER WALL OR FLOOR STOP 230W OR 243F-FINISH TO MATCH DOOR HARDWARE
2 MECHANICAL OR MAGNETIC CATCH
HARDWARE SET 7-SHOWER DOOR 0�
I SYSTEM DOOR AND HARDWARE w
l-_
z
DOOR TYPES
EQ EQ
L3"L, T-0' 3 3- 7-8- [3,*L, 3- 2'-8- 31 3- 21-611 3 3- 2'-8- 3 3" 2'-8" 3" 3" V-3" Y 7-0" 2'-0" 3"
I/ to,
10 10
F-1 ED
6 panel, Painted Painted Paiinted Painted Painted Painted Painted Central
painted .4� paneled door paneled door paneled door paneled door paneled door paneled door paneled House-
door
wood door N_
F�- Salem, MA 0 1970
Painted Project Number: 0265
Trim
d Painted Painted Painted Painted Painted
Trim Trim Trim Trim Trim Trim
Painte Painted
Trim FINISH FLOOR
Ji I I II I I J )
(A) ENTRY DOOR TYPE /B INTERIOR BEDROOM DOOR TYPE INTERIOR BATHROOM DOOR TYPE INTERIOR CLOSET DOOR TYPE /E INTERIOR CLOSET DOOR TYPE INTERIOR STUDY DOOR TYPE G INTERIOR CLOSET DOOR TYPE H INTERIOR CLOSET DOOR TYPE
Date:
ECI 10 ECI Painted Issued
3" 2'-6" 2�-6" 3' paneled door NO. DESCRIPTION DATE
01
Door Schedule-By Type
Glass Glass Count Width Height Material Hardware Frame Material Fire Rating comments
10 EQ EO
�O
transom transom
3- V.3- V-3" 13-
to, 1 31 - 0" 61 . 8"
3 1 2' - 81' 71 - 011 Wd. SC 3 WD, painted
A 8 3' - 01' T - 0-1 Wd. SC 2 WD, painted
B 12 2' - 8" 71 - 011 Wd. SC 3 WD, painted
Painted
Painted Glass Glass - 01,
C 12 21 - 8" 7' Wd. SC 3 WD, painted
10( paneled paneled Painted D 19 21 - 61' T - 0" Wd. SC WD, painted
door door Trim E 8 21 - 8" T - 01' Wd. SC WD, painted
rF 1 21 - 8" 71 - 011 Wd. SC 3 WD, painted
DOOR TYPES
G 1 V - Y 71 - 011 Wd. SC 5 WD, painted
Painted H 1 _ 4- - 011 71 - 0" Wd. SC JWD, painted AND
Painted Painted Painted Trim K 1 Z - 61 51 - 101, Wd. SC 5 WD, painted
Trim Trim Trim KKK 1 3- - 6" T - 0" SCHEDULE
FINISH FLOOR L 1 2' - 6" 51 . 011 Wd. SC 6 WD, painted
M 1 3' - 0" 71 - 011
N 1 T - 0" T - 0-1
P i7l - 0" Wd. SC
iWD, painted
N\ _2 51 - 0.1 6 A^ 7 I
K INTERIOR CLOSET DOOR TYPE INTERIOR CLOSET DOOR TYPE EXTERIOR ENTRANCE DOOR TYPE EXTERIOR ENTRANCE DOOR TYPE INTERIOR CLOSET DOOR TYPE
2,00.7 Vv'tntei Slieet Arohiteds,
WINDOW TYPES
TEMPE GLASS
J1
co
ILIL X Q)
(D (D 2i -q- :t-
Ef 2
L---J Lu (1) <
M :L-- (1) 00
C:) =3 'FU t-
< C'J cf) C/) 0)
DOUBLE HUNG 27-X67' FIXED45*X67' DOUBLE HUNG 40'X 67- DOUBLE HUNG 37X6r DOUBLE HUNG 29"X67' FIXED49*X6r DOUBLE HUNG43*X67' DOUBLE HUNG 23'X67' DOUBLE HUNG 35'X58' DOUBLE HUNG 33"X67'(�) DOUBLE HUNG 191/2'X 35' DOUBLE HUNG 32*X611/2"
III—
W
W
A/
W
z
DOUBLE HUNG 30"X 54' DOUBLE HUNG 18'X36' DOUBLE HUNG 18-X48'(D DOUBLEHUNG261/TX67'
Central
House-
Salem, MA 01970
Project Number: 0265
Date:
Issued
Window Schedule NO. DESCRIPTION DATE
R.0* Head
Type Mark Width Heightl Height I Sill Height Count Comments
A 21 - 3" 51 - 7fl 7 1 - 811 2 9 - 11, 8
B 3 1 - 911 50 - 711 7 1 - 811 2 1 - 111 4
C 31 - 411 51 - 711 T - 8 01 2' - 1 11 1
D 31 - 1" 5' - 7" 7' - 11" 21 -41@ 1
E 21 - 5" 51 - 711 T - 11 of 21 -41' 8
F 41 - 1" 51 - 711 7 1 - lilt 21 -411 5
G3' - 711 51 - 7-1 71 - 1111 21 -411 1
H 1 0 - lilt 51 - 711 7 1 - lilt 21 -411 2
J 2' - 11 4 1 - 1011 19 WINDOW
L 21 - 9-1 15' - 711 T -.8 1/2" 2' - 1 1/2" 3 TYPES AND
M it - 7 1/2" 2' - 11" 7 1 - 8 1/2" 4' - 9 1/2" 1
N 2' - 8" 5' - 1 VT 8 SCHEDULE
P 21 - 61' 41 - 611 71 - 21' 21 - 811 3
Q 10 -6" 31 - 0@' 71 - 9" 41 - 9" 1
R 11 - 611 4' - 0" 10' - 611 6' - 61' 1
Grand total: 66
IN
CIO
Atl
@ 2007 Winter Street Architects, Inc.
Saleni
LUM Redevelopment
= Authority
Salem Redevelopment Authority Decision
April 9, 2008
155-189 Washington Street (Salem News Project, new construction
component): Final Design Plans
SRA Decision
At their meeting on April 9, 2008, the SRA voted to approve the M
DRB recommendation for the new construction component of the
project at 155-189 Washington Street.
DR13 Recommendation
At their meeting on March 26, 2008, the DRB voted to recommend approval of
the Final Design Plans for the new construction component of the proposed
redevelopment at 155-189 Washington Street with the following condition:
There shall be further review and approval of the window dimensions and
the detail at the first floor cornice at the rounded corner.
Proposal
The proposal is for the "new construction" component of the redevelopment
project and consists of a four story mixed-use building with retail on the ground
floor and housing on the upper stories. The proposal includes approximately
7,500 square feet of commercial space, 24 housing units, 31 surface parking
spaces and 5 covered parking spaces.
Past SRAIDRB Actions
November 14, 2007: The SRA voted to approve the October 30, 2007 DR13
recommendation for the Schematic Design of the 155-189 Washington Street
redevelopment with the conditions presented.
October 30, 2007: The DRB voted to recommend Schematic Design approval
with the following conditions:
• The design of the retail storefronts shall be developed in much greater
detail. The design shall address the intersection of the retail storefronts
and the sidewalk and the impact of the storefronts on the pedestrian
experience.
• An architectural treatment shall be used at the intersection of the parking
lot and Front Street sidewalk.
• Greater architectural emphasis shall be placed on the curved building
entry.
• If possible within the Building Code, the depth of the bays located on the
upper stories shall be increased.
Salem
Redevelopment
Authority
August 8, 2007: The SRA voted to approve the proposed partial demolition of
the 155-189 Washington Street, as shown on the site plan dated July 24, 2007,
with the following conditions:
• If the proposed redevelopment has not received building permits within
four months of the demolition, the site shall be leveled and exposed dirt
shall be loamed and seeded.
• As soon as is practical after demolition, a DRB approved fence and
landscaping shall be installed along the perimeter of the site.
April 2, 2008 RCG LLC
17 Ivaloo Street
Somerville, MA 02143
City of Salem Design Review Board 120 Washington Street, Suite 202A
Salem, MA 01970
c/o Salem Planning and Community Development
T 617 625 8315
120 Washington Street F 617 625 8345
Salem, MA 01970 www.RCG-LLC.com
RE: 155-189 Washington Street
Submission for Final Design Approval
"New Construction Component" Only
Dear Board Members
On behalf of Washington at Derby LLC of the above referenced parcel, we are submitting a request to be
heard by the Salem Redevelopment Authority for approval of the final design of the New Construction
Component of the redevelopment project previously approved for schematic design. Since the meeting in
which this proposal was last in front of this board, a number of alterations and exterior design changes
have been made. The Design Review Board has reviewed the proposal at great length and has assisted
the design team in implementing the proposed changes, which they have subsequently approved at their
March 26, 2008 meeting.
The attached renderings display the results of this process with the Design Review Board. The most
notable modifications made to the design include increased window openings, enhanced accord in the
cornice lines and vertical treatments, as well as the transformation of the design of the corner fagade,
These combined modifications have provided for an increasingly pronounced corner structure in this city
corridor.
Upon final approval by the Salem Redevelopment Authority, we expect to obtain approval from the
building commissioner to begin construction beyond the foundation and structural elements as soon as is
practical. We anticipate that this work will be complete within twelve months from commencement.
We appreciate your continued support of our efforts to develop this site. Should you have any questions,
fee) free to contact me.
Regards,
Matthew Picarsic
2
Salem
RERede-velopment
Authorltv
Design Review Board Recommendation
March 26, 2008
155-189 Washington Street (Salem News Project, new construction component):
Final Design Plans
DRB Recommendation
At their meeting on March 26, 2008, the DRB voted to recommend approval of the Final
Design Plans for the new construction component of the proposed redevelopment at
155-189 Washington Street with the following condition:
There shall be further review of the window dimensions and the detail at the first
floor cornice at the rounded corner.
Proposal
The proposal is for the "new construction" component of the redevelopment project and
consists of a four story mixed-use building with retail on the ground floor and housing on
the upper stories. The proposal includes approximately 7,500 square feet of commercial
space, 24 housing units, 31 surface parking spaces and 5 covered parking spaces.
Past SRA/DRB Actions
November 14, 2007: The SRA voted to approve the October 30, 2007 DRB
recommendation for the Schematic Design of the 155-189 Washington Street
redevelopment with the conditions presented.
October 30, 2007: The DRB voted to recommend Schematic Design approval with the
following conditions:
• The design of the retail storefronts shall be developed in much greater detail. The
design shall address the intersection of the retail storefronts and the sidewalk
and the impact of the storefronts on the pedestrian experience.
• An architectural treatment shall be used at the intersection of the parking lot and
Front Street sidewalk.
• Greater architectural emphasis shall be placed on the curved building entry.
• If possible within the Building Code, the depth of the bays located on the upper
stories shall be increased.
August 8, 2007: The SRA voted to approve the proposed partial demolition of the 155-
189 Washington Street, as shown on the site plan dated July 24, 2007, with the following
conditions:
• If the proposed redevelopment has not received building permits within four
months of the demolition, the site shall be leveled and exposed dirt shall be
loamed and seeded.
• As soon as is practical after demolition, a DRB approved fence and landscaping
shall be installed along the perimeter of the site.
Salem
Rede-velopment
Authorltv
Design Review Board Proposal
February 27, 2008
155-189 Washington Street (Salem News Project, new construction
component): Discussion of Final Design Plans for the proposed redevelopment
Proposal
The proposal is for the "new construction" component of the redevelopment
project and consists of a four story mixed-use building with retail on the ground
floor and housing on the upper stories. The proposal includes approximately
7,500 square feet of commercial space, 24 housing units, 31 surface parking
spaces and 5 covered parking spaces.
Past SRA/DRB Actions
November 14, 2007: The SRA voted to approve the October 30, 2007 DR13
recommendation for the Schematic Design of the 155-189 Washington Street
redevelopment with the conditions presented.
October 30, 2007: The DRB voted to recommend Schematic Design approval
with the following conditions:
• The design of the retail storefronts shall be developed in much greater
detail. The design shall address the intersection of the retail storefronts
and the sidewalk and the impact of the storefronts on the pedestrian
experience.
• An architectural treatment shall be used at the intersection of the parking
lot and Front Street sidewalk.
• Greater architectural emphasis shall be placed on the curved building
entry.
• If possible within the Building Code, the depth of the bays located on the
upper stories shall be increased.
August 8, 2007: The SRA voted to approve the proposed partial demolition of
the 155-189 Washington Street, as shown on the site plan dated July 24, 2007,
with the following conditions:
• If the proposed redevelopment has not received building permits within
four months of the demolition, the site shall be leveled and exposed dirt
shall be loamed and seeded.
• As soon as is practical after demolition, a DR13 approved fence and
landscaping shall be installed along the perimeter of the site.
S Ic
8 e m P.O. Box 865
Salem, MA 01970
incorporated Telephone (978) 745-0799
February 27, 2009
Design Review Board—City of Salem
120 Washington St.
Salem, MA 01970
Dear Design Review Board:
Thank you for considering Historic Salem's comments on the New Construction project
at Washington and Derby Streets. Historic Salem is interested in this project because of
its highly visible location at the edge of the downtown and the precedent that it may set
for the development of the entire block.
Storefronts
Upon seeing the proposed renderings we recommend offsetting the storefront windows
from the sidewalk A ith the use of a low height base panel of solid material as is
commonly done on Front Street and at the adjacent Central House building. This would
visually anchor the building to the street level and provide a design link between the
proposed and the surrounding buildings.
Architectural Treatment at Parking Lot
The parking lot fence detail could be re-examined to fit into the style of the neighborhood
more appropriately.
Corner of Washington and Derby Streets
Historic Salem agrees that proposed comer scheme two is preferable, though we offer the
suggestion to the developer that they increase the width of the solid banding both
vertically and horizontally at the comer so they are closer to the dimensions shown in
scheme four.
Materials
The renderings show reveals and shadow lines on the street level columns and somewhat
along the top floor and on the bays. We recommend adding sills and lintels to windows
on the brick faces in order to add further interest and visual texture to the design of the
building.
Fax (978) 744-4356 - Email: Lh,,,i-
�,a�niijjei; - Web: http://www.historicsalem.org
We plan to attend this evening's meeting and may have further comments at that time.
Sincerely,
Emily Udy
Preservation Project Manager
CC: Design Review Board members
Tom Daniels, DPCD
RCG, LLC
February 15, 2008 RCG LLC
17 Ivaloo Street
Somerville, MA 02143
City of Salem Design Review Board 120 Washington Street, Suite 202A
Salem, MA 01970
c/o Salem Planning and Community Development
T 617 625 8315
120 Washington Street F 617 625 8345
Salem, MA 0 1970 www.RCG-LLC.com
RE: 155-189 Washington Street
Submission for Final Design Approval
"New Construction Component"
Dear Board Members:
On behalf of Washington at Derby LLC, we are submitting a request to be heard by the board for approval
of the final design of the New Construction Component of the redevelopment project at 155 Washington
Street. Both components of this project previously received schematic design approval. Following the
schematic approval, the Planning Board granted site plan approval for the project as well. Since that time,
the design team for this new construction portion of the redevelopment project has developed detailed
documents and renderings to portray the manner in which we intend to implement the approved
schematic design and to address the conditions of the SRA and DRB schematic approval.
We note that there are four conditions noted by the SRA and DRB in the schematic approval of the
project:
I Design the retail storefronts to address intersection of retail storefront and sidewalk and how
the pedestrian experience feels at this first floor level.
2) Review and detail an architectural treatment at the intersection of the parking lot and Front
Street sidewalk,
3) Provide greater architectural emphasis on the curved building entry.
4) If possible, increase the depth of the bays.
The design team has focused on addressing these conditions in its latest iteration. Specifically:
1 Significant detail has been added to the retail storefront design. The face of the storefront
glass is shown set back from the face of the building. This setback will improve the
pedestrian experience by creating a slight shadow effect at the retail display windows and by
widening the sidewalk at the storefront glass. The large glass windows that extend to the
ground will also tend to meld together the exterior and interior, in an attempt to draw
pedestrians to the retail space.
2) We proposing a natural stone wall with wrought iron screening as shown on the site plan and
details page. This fence and wall was approved in concept by the Planning Board, and the
Planning Board also suggested that this fence be extended along Artists Row back to the
Lobster Shanty stall. You will see this extension on the site plan as well.
3) We are submitting four potential treatments at the corner(see the colored elevations). Our
preferred treatment is#2. Relative to the prior submission, we are utilizing more glass at the
corner, changing the height of the fourth floor cornice line and changing the detailing of the
wood panels to create stronger vertical lines. All of these changes we believe make for a
much stronger presence at the corner. Upon discussion with the Board Members of the
preferred treatment, we will incorporate the changes into the detailed drawings,
4) The zoning ordinance only allows 12" depth on bays, and that is the depth we are showing.
In addition to adding detail to the plans to address the four conditions in the schematic approval, the
owner is submitting drawings with additional detail added to all exterior elevations. These drawings depict
the specific setbacks and dimensions around the structure. We will also be presenting details of the
HVAC and roof top equipment screening.
We appreciate your continued support of our efforts to develop this site. Should you have any questions,
feel free to contact me.
Regards,
1%*L0 PIOA��
Matthew Picarsic
2
K ONCHGE JD
CONSTRUCTION C01tr0R,-r10N
MEMO:
Design Review Board Meeting 2-27-08:
Proposed Brick:
Manufacturer: Lawrenceville Brick Company, Inc., or equal
Product Name: smooth face flashed
Stock Number/Color: 4-103 (red)
Size: Common (3 courses= 8")
Mortar Color: Natural Cement
Proposed Siding:
Manufacturer: CerLainTeed Corporation, or equal
Product Name—clapboards: fiber-cement weatherboards
Product Name—trim: PVC restoration millwork trim
Color: Sherwin Williams 7063 Nebulous White
Proposed Windows and Storefront:
Window Manufacturer: Jeld-wen Window Corp, or equal
Product: Aluminum-clad wood window
Color: Bronze
Storefront Manufacturer: Vista-wall Systems, Inc.
Product: Aluminum spline
Color: Bronze
Caulking Manufacturer: Precora Inc. or equal
Product: two-part polyurethane
Color: to match brick mortar and siding based on adjacent materials.
Proposed HVAC Screening:
Manufacturer: Kingspan Insulated Panels, Ltd., or equal
Product: 26 gauge steel panels
Color: Kynar-coating Imperial White
Height: Four(4) feet above roof
Proposed HVAC Rooftop Units:
Manufacturer: Trane Inc, or equal
Size: Largest unit is T-0"L x 3'-8"W x 3'-9",rall (including the 12"curb).
a OPGCHGG ]b
CONSTRUCTION CORPORATION
MEMO:
Design Review Board Meeting 2-27-08:
Proposed Brick:
Manufacturer: Lawrenceville Brick Company,Inc.,or equal
Product Name: smooth face flashed
Stock Number/Color-4-103 (red)
Size: Common (3 courses=8")
Mortar Color:Natural Cement
Proposed Siding:
Manufacturer.CertainTeed Corporation,or equal
Product Name—clapboards: fiber-cement weatherboards
Product Name—trim: PVC restoration millwork trim
Color: Sherwin Williams 7063 Nebulous White
Proposed Windows and Storefront:
Window Manufacturer:Jeld-wcn Window Corp,or equal
Product: Aluminum-clad wood window
Color: Bronze
Storefront Manufacturer: Vista-wall Systems,Inc.
Product. Aluminum spline
Color: Bronze
Caulking Manufacturer: Precora Inc.or equal
Product: two-part polyurethane
Color. to match brick mortar and siding based on adjacent materials.
Proposed HVAC Screening:
Manufacturer. CBS Building Systems Inc,or equal
Product: 22 gauge steel panels
Color- Kynar-coating Imperial White
Height: Four(4) feet above roof.
Proposed HVAC Rooftop Units:
Manufacturer Trane Inc,or equal
Size: Largest unit is T-0"L x 3'-8"W x 3'-9"Tall (including the 127 curb).
CertainTeed
T
RESTORATION MILRWORK M
Exterior Trim
Product Catalog
2008
,04,
RK",
CertainTeed Elf
Quo?i I w in a de certa in.SaUslat Ito it piawnteed."'
Trimboards 40
Smooth,'Smooth, Natural White 40 TrueTexture'Woodgrain/Smooth,Natural White
Nominal Actual Order Number" Nommal Actual Order Number*
NEW OLO
5/8-x 4-x 18' 5�8 3-1 2 1 10, 11040418005 8100005 5/8-x4-xlB' 518-0-1/2,xla 12040418005
518,x 6'x 18' 518 5-1/2 1 18 11040618005 8100205 513-x 5-x 18, SIB'x 5-1/2'�18 12040518005
5/8"x 8,x 18' w� 7-1;4-�18 11DU818005 8100305 518-x C x 18 5/8 x 7-1,4 x 18 12040818005
5/6'x 1 a"x 18' 5/8"x 9 1 A'x jar 11041018005 8100405 SIB-x 1 Dr,I 18 5/8-xg-124 08 12041018005
5/8'x 12'x I a* 5/8-xll-1/4-.18' 1ID41218005 6100505 5/0-xl2-xlB* 5/8'�11-liCxI8 12041218005
I'x4-XIZ' 3i4 x 3-112-x 12 11050412005 1-x4'x1V 314-0-112'x-12' 12059412095
il 314 x 5-1/2 x 12 11050512005 I'x6-xl2' 3/4-x5-112-xl2 12050612005
I"KrX12, 3/4-x7.1/4-xl2 11950812005 Now I-xg-xl2, 3A-x7-I14'xI2' 12050812005 New
Length Length
l-x10xl2, 14-x91-4'xl2* 11051012005 1%107 111* 3/4'x 1-114'�12 12011112111
I"x 12-X 12' aA x1l-V4 Y12* 11051212D05 lx12'x12' 3A'xIl-lA'x12' 120512120D5
I'x 4r,x 18, 314 .3-1/2 �18 11050418005 8101005 1'x4 08' Vx3-1/2*.18 12050418005
1%5-05' 3/4 x 4-1/2 x 18 1105051BODS 8101105 1-x5"XI8, 1A x4-11%18 12050518005
i-x6-xlB' 3A-�5 1/2'x 18' 11050618905 8101205 3/4- 1,x6-x18' 3A'x5-V2%l8 12050618005
314-
1,x6r,xIO* 3/4`.7-114_�18 11059818005 �8101305 1-28-08, 314-x7-lA*xlB 1205US18005
I-x1al 3A-x9-V4-x 18 119510181105 8101405 1-x1Gr,xIB 3A-x9-V4'x18 12051018005
1-112-X18' 314 K11-1,11--18 11951218005 8101505 l,xl2*xlg' 314-xll-IY4-xlB 12051218065
514 x 4-x 12' 1 x 3-1/2'x 12 11060412005 514 x 4-x 12' 1'x 3-10"x 12 12069412005
514 1 WX 12' 1%51/2'x 12 11060612OD5 New 5/4x6-xl2' l-y5-IP2'xl2 12060612005 New
Length Length
514 x 8"x 12' 1%7-1/4'x 12 11060812005 514 x a"x 12' 1'0-114'02' 12060812005
5/4 x 4"x 18' 1 x3-112-08 11060418005 8102005 5/4 x 4'x 18' Vx 3-1/2-x 18' 120l
5/4 x 5-x 19 1-x 4-1/2 x 16 11060518005 8102105 5/4 x 5-x 18 1 x4-112-xlB 12060518005
5Axfix18 I x 5-1/2-x 18 11060618095 8102205 5/4 x 6"x 18 1-x 5.10 �18 12060618005
514 x 8-x 18' 1'x 7-1/4-x 18 11060818005 8102305 514 x 8-x 18 1'x 7-1,14 x 18 12060818005
5/4 x 10-x 18' 1-x 9-1/4'x 18 11061018005 8102405 514 x lUr x 1 a' 1-x 9-114 x 18 12061018005
5/4 x 12%IB' 1 1 1-V4 ��B 11061218005 8102505 5/4 x 1 Z'x 10 1-x 11-1/4-K 18 12061218095
5/4 x 4-x 20" 1 3-1)2 Y 20 11050420005 8103005 5/4 x 4-x 20' 1'x 3-112-x 20 1206042BOD5
5/4 x 5%20' 1 x4-1/2-x2fl 11060520005 8103105 614 x 5"x 20 1-x 4-112-x 20 12060520005
5/4 x 5-x 20- 1 x5-1/2'x2C 11060620005 8103205 5AK6-x20 I-x 5-1/2-x 20 12060620005
514 1&-x 20' 1 x 7-114'x 20' 11B611620005 8103306 5/4 X 8%20' 1-x 7-114'y 20 12060820005
514X10 120 1 0-1/4-x20 11061020005 8103405 4- 514 x 107 x 20' I'xg-1/4-x2l) 12061020005
514 x 12-x 20* 1 x11-114*x2l) 11061220005 8103505 1 514 x 12-x 20" 1-x 11-IA-x 20 1206122GOD5
514 x 4'x 18' 1 x3-l12-�ls 11160418005 8109005 5/4x4-xlB' 1-%3-112-xls 12169418005
J-Pockel J-Pocket
514 x Fx Ill' 1'x 5-l12*a 18' iiiml 8109105 514 x Fx 18 1 x 5-1/2 x 18 12160618005
J-Packel J-Pocket
Built-in J-Pocket for siding Built-in J-Pocket for siding
*To order full units,add F to the and of the Order number.To order a halt unit,add H to the end of the Order number.
Sheets
SmootKmooth,Natural While TrueTexture'WoodgrainiSmooth,Natural White
Nommal/Adual Order Number' NDMinal/Actual Order Nunihw
NEW OLD
3/8'x4*x 0 M148081105 8200005 3/8-x 4'x 8' 22014808005
3/8"x 4"x 10" Z1014819005 8200105
3-18 &Z %4'xlB* 21014813005 8200205 M 3/8 x 4 x 18 2ZO14818005
fir x 4'x 8' Z102460=5 8201005 1,2 X4.xI. ?2024808005
IlIr x 4'x 10' 210241810005 8201105 1g'x 4'x 10' 2202481 M05
1/2-x 4'x 18 21024818005 8201205 I/r x 4'x 18' 22024818DU5
54'x 4'x 8 ZIG4480800 8202005 5/2'x 4-X 8 22044801HIM
5X-x4'x In 21044810005 8202105
5/8 5/0"x 4'x 18' 21044818005 8202205 5/8 5/8'x 4'x 18' 22044818005
3/4"x 4'x 11' 21034808005 82G3005 314-x 4'x 8' 22034BORD05
314-x 4'x 10' 21034810005 8203105
— 3/4-x 4 0 x 12' 21D34812005 821M05 314-x 4'x 18" 22034818OB5
14-4 3/4-x 4'x 18' 21034818005 8203305 314K�
1'14'x 8' 21054808005 8204005 1'x 4'x a' 22054808005
1"x 4'x 10' 21054810005 8204105
I-x 4"x 12* 21054801205 8204205 1-x 4'x 18' 22054818005
I-x4 %18' 21054801805, 8204305
l*x4'x2D' 21054802005 8204405
CustomCraft ' 1-1/2"Thick for Custom Fabrication
Trimboard Smooth/smooth, Natural White Sheet Smooth/Smooth,Natural White
Nominal kwal Order Numlor* Nornmal 10,,al Order Mmnle,*
1-1(rx 10"x 18' 1-1/4-x 9-1/4'x 18 11071018DO5 1.1,2-x 4 x 8' 1-114 �4 xg 21B74808005
.To order full units,add F to the end of the order number.To order a halt unit.add H to the end at the order number.
One-piece Corners
Smooth,Natural White "Truellexture-Wolailgraln,Natural White e9A
Nominal Actual order Nominal Actual Order
Number' Number'
514 x 4*'x 4'x 10* 1 ,3-11-Y 3-112-x 10 8302095 514%4_x4 x1G' 1 3-1/2-0-1/2-00 8303005
5/4 x 4-x 4**x 20' 1 x 3-1�2 x 3-1/2'x 20 8302105 5j4x4 x4 x2G 1 x 3-1/2-x 3-1Y2_x 20 83031(15
5/4 r 5-x 6 x1G . �5-112-x b-1/2-x UO 8302505 514 x 6 16 x 10- . �5-1 2-x 5-""x 10 8303505
5/4x6 x6 Y20 ! x�F? �5-1/2-x 20 8302605 514 x 6 x 6'x?0 1 ,�1A2 Y 5-1/2-x 20 WHIM
5/4 x t'x 4 %10 J-Pockail I x3-1/2 x3-1/2-00 113111005 5/4x4-x4x1O'J-Pocke1 I xil-1/2-x3-112-00 8312005
5l4x4-x4 x2O J-Packet I x 3-1/2-x 3-1/2-x 20 113111D5 5/4 x 4 x 4 %20'J-Pocket 1 x 3-1 t2-x 3-1/2-x 20 3312105
5/4 x fi-x 6 x1O J-Pocket I K 5-1/2-x 5-1f2-x 10' 8311205 514 x fi-x 6'x 10'J-Packet I x 5-112-x 5-1/2'x 10 8312205
5/4 x 6'x 6 x 20'J-Packet 1 x 5-1/2-x 5-1/2-x 2U 83113D5 514 x F x In x 20-J-Pocket 1 x 5-1/2-X 5-112-x 20 8312305
Built-in J-Pocket for siding
Built-in J-Pockat for siding
Inside Corner Post
Smooth,Natural White
Nominal/Actual Order Number
NEW OLD
1-1A x 1-1/4 x 10 41D10110005 8313005
Available in Carton Quantities
Beadboard PROFILE
Reversible Beaded or Channel Repeal,Natural White DED REPEAT
Nominal AClual Order Number* 5-CHANNEL REPEAT
Ur x 5-11rx 18' 1 2 3 8300005
lj2�<<5,—
.To order full units.add F to the end of the order number.To order a hall unit,add H to the end of the order number.
CustomCraft'available In half units Only.
ProfflesSmocith.Natural White
fluminallActual Order Number NominallActual Order Number
NEW OLD NEW OLD
#105 Quarter Round i
#49 Crown
1 3K,x3x,xl5, 41062116005C NEW SKU 11116-0-5111'06' 41040415005C B301005
#107 Quarter RoundWhile supplies last #47"Crown
5/8 x 5/8,x 16 41060716005C 8305005 11tI6-x4-5/V'x16' 41940515005C 8301105
#210 Shingle Mould
11/16 0.5�8 X16 41080316005C 8307005 1-5116'xl-3/8-06' 41101116005C 8309005
Rake Sill
1 x2 i1fi 41111216005C 9310005 1-14 x 5 x 16 41131415005C 41131416OU5
#197 Drip Cap Adjustable Back Band
11/16 x 1-5/8'x 16 41030316005C 8=505 I-11M xl-13/32'"Xl§ 41161916005C NEW SKU
#164 Base Cap RB3 Casing
11fI6-xI-It8 x16' 411170816005C 8306005
1-7/64-x 3-706 x 16 41171716005C NEW SKU
_77,
Back Band Lattice
1-3/16-x 4-lax 16 41090916005C 1308005 1/4 .1-1/2-xlfi 41202016005C NEW SKU
#180 Brickmould 45,cut angle available on Rams Crown
special order,hag unit minimum
--- 1-1/8 X2 X7 41020207005C NEW LENGTH 1-1311G x2 x IF 41141616005C NEW SKU
1-1/8 x 2'x 10' 41020210005C NEW LENGTH I
-1/8 x2'x17 41020217005C 8300505
#75 Bed Mould 356 Casing
11 16 x 2.1,4 �16 41191816005C NEW SKU
9[16-xl.5/8 x1& 41050616005C 3354K,
J-Channel Brickmould
1-1/4 x2 x 17 41151517005C NEW SKU
Available in Cation Quantities
ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS:
EXTERIOR: ROOFING - SIDING - WINDOWS - FENCE - RAILING - TRIM - DECKING - FOUNDATIONS - PIPE
INTERIOR: INSULATION - WALLS - CEILINGS
CertainTued Corporation Professional:800-233-8990
F0.Box 860 Consumer:800-782-8777
Valle� Forge,P,% 19482 �.ccrtaintmdxom CertainTeed Ell
L�&N,, R.NI029.LD lb�7 Clo..ll�d M"'Id M U-S-k
m
CertainTeed
&/Iev- oard5m
FiberCement Siding
Ali,
2007 Product Catalog
W1
CIA i
CI
CertainTeedCol
Quality made certain.Sat isfactionguaran teed.
Smooth Lap Siding
-5-114" x 12' SMOOTH Product Code: 10064/000
Finish: Fiber"Fect�t
Length: 12'
Width: 5-1/4"
Sq. Cov./Unit: 13.4
Pieces/Sq.Cov.: 25
Pieces/Unit: 336
5-1/4" Sq.Ft.,UniL: 1,764
lbs./Unit: 4,381 (approx.)
Units"Truck*: 10
6-1/4" x 12' SMOOTH Product Code: 10004/000
Finish: FiberTectg
Length: 12'
Width: 6-1/4"
Sq. Cov./Unit: 16
Pieces/Sq.Cov.: 20
Pieces/Unit: 294
6-1/4' Sq.Ft./Unit: 1,837
lbs./IJnit: 4.557 (approx.)
Units/Tj-uck*: 10
7-1/4" x 12' SMOOTH Product Code: 100051000
Finish: FiberTect,m)
Length: 12'
Width: 7-1/4"
Sq. Cov./Unit: 15.95
Pieces/Sq. Cov.: 17
Pieces/Unit: 252
7-1/4" Sq. Ft./Unit: 1,827
lbs./Unit: 4,531 (approx.)
Units/Truck*: 10
*NOTE: Product weight per truck is limited to approximately 47,000 pounds.
Product can be mixed to fill a truck,provided weight does not exceed limit.
7
Smooth Lap Siding (continued)
8-1/4" x 12' SMOOTH Product Code: 10074/000
Finish: FiberTectg
Length: 12'
Width: 8-1/4"
Sq. Cov./Unit: 16
Pieces/Sq. Cov.: 15
Ira
Pieces/Unit: 225
1 914 Sq. Ft.[Unit: 1,856
lbs./Unit: 4,601 (approx.)
Units/Truck*: 10
9-1/4" x 12' SMOOTH Product Code: 10006/000
Finish: FiberTectq—,�
Length: 12'
Width: 9-1/4"
Sq. Cov,/Unit: 17
Pieces/Sq. Cov.: 13
L
Pieces/Unit: 200
9-114"! Sq. Ft./Unit: 1,850
i lbs./Unit: 4,586(approx.)
Units/Truck*: 10
12" x ITSMOOTH Product Code: 10401/000
Finish: FiberTectR,
Length: 12'
Width: 12"
Sq. Cov./Unit: 16.8
Pieces/Sq.Cov.: 10
Pieces[Unit: 152
Sq. Ft.'Unit: 1.824
lbs./Unit: 4,524(approx.)
Units/Truck*: 10
*NOTE: Product weight per truck is limited to approximately 47,000 pounds.
Product can be mixed to fil I a truck,provided weight does not exceed limit.
8
INSULATED WALL PANEL
THERMAWALL
1000
A premium engineered exterior wall
system. Specially designed to meet
's high performance standards in a
today
"T
wide variety of environments. Features a
concealed fastener joint system. A CFC
free polyurethane insulating core and
state of the art surface treatments.
Z z
COLUMATIC
BUILDING SYSTEMS
APPLICATIONS: INSULATION: PERFORMANCE REQUIREMENTS:
THERMAWALL 1000 SERIES THERMAWALL 1000 SERIES PANELS with foamed FIRE:
PANELS area mult-use pre- polyurethane insulation are offered In thicknesses
insulated composite cladding of 2",3",4",5"&6"providing Insulation values of Meets special requirements of model building
suitable for exterior wall envelopes R-1 5 to R-4T codes and is listed and approved by the following
in refrigerated or freezer buildings FACINGS: authorities.
as well as suspended ceilings or ULI -Underwriters Laboratories Inc.
exteriorflat mods in the food THERMAWALL 1000 SERIES PANELS have FM -Factory Mutual
processing,pharmaceutical and standard 26 gauge facings of stucco embossed
galvanized steel to ASTM A653 G-90 designation. WH -Warnock Hersey
controlled environment areas. Base steel shall be structural quality to minimum ULC -Underwriters Laboratories Canada
IndusibiaVArchiftectural applications Grade'A"33,000 PSI,conforming to ASTM A924.
provide designers with a wide Consult factory for optional panel facings of NYFC -New York State Toxicity Standard
range of practical and aesthetically galvalume,aluminum or stainless steel. FM-4880 -Passed testing for Class 1 Fire rating
pleasing design flexibilities.The
COATING SYSTEMS: ASTNI-E84-Flame Spread less than 20;smoke
superior joint engineering assures a developed less than 100 Fitelted
A.-Y fight,well designed,building STANDARD PANEL finishes are imperial white
Panel
envelope. siliconized polyester(Dept.of Agriculture
CONSTRUCTION: recognized)with a total dry film thickness of 1�O ULCS102 -Flame Spread less than 25;smoke
Mil including 0.2 Mil primer. developed less than 100 Finished
THERMAWALL 1000 SERIES Optional finishes include Kynar PVF';platted and Panel
PANELS are constructed with a
NON CFC thermosetting polyester coatings in a range of stock and special ULC S1 01 -Passed Fire Endurance Tests without
polyurethadne insulaticii that,meets ordercolors- fastening joint seams
meet building code specifications, PANEL DESIGN UBC 26-4 -Passed Mulli-story test with
Structural grade steel facings are THERMAWALL 10DO SERIES PANEL ubhzes a standard panels
precisely rail formed and foam superioritent design providing concealed fastener THERMAL TRANSMISSION:
insulation is expanded between the anchorage affording connection of bolh metal ASTM 1-111] See individual panel Lest data
-of-the-art skins to the building structure,double caulk seal
metal sheets in a state
continuous line production provision and excellent air infiltration and water ASTM C-236
sequence that is fully computerized penetration test results. VAPOR BARRIER:
to ensure onamurn quality and
consistency in every panel. Panels are produced in the attractive"SHADOW ASTM E283 Air infiltration"0"at 20 pet
UNE"Profile. ASTM E331 Water penetration"0"at 20 ps!
Panel coverage is available in 42"wide. STRUCTURAL:
ASTM E72 Vacuum chamber tested for wind
and suction load defications on wail
COVERAGE assemblies.
42" FatigueTest Standard panels were tested by
(3.5') independent Laboratories for long
term deflection failure.The panels
exceeded 2 million alternate cycles
without failure or damage.
BOND STRENGTH:
ASTM1623 The panel was tested for Tensile
Bond strength of the metal to foam
interface to 3450 psf.
ALLOWABLE UNIFORM LOADS[PSF]FOR MULTIPLE SPAN CONDITION
SKIN GA. THICKNESS SPAN[FEET
DEFL A INCH 5 6 7 8 9 10 11 1 12 13 14 15 16 1 17 18 19 20
2" 71.1 56.1 45.2 37.1 30.9 25.9 22.0 18.7 16.2 14,0 12.1 t10.4
26/26 -
GA. 311 101.6 81.5 67.0 56.2 47.7 40.8 35.2 30.6 26.9 23.6 20.8 18.6 16.9
Z
4" 121.9 98.8 82.2 69.6 59.8 51.9 45A 40.0 35.5 31.6 28.2 25.2 22.5 19.8 17.9 15.9
51, 171.7 139.1 116.7 100.4 86.2 74.0 65.4 572 51.0 44.6 40.5 36.2 32.6 30.0 26.7 24.5
U180
6.1 199.7 163.8 135.6 116.3 99.7 87.9 77.8 67.9 59.8 54.0 48.2 44.1 39.2 36.1 321 29.5
1 1 1 1 1 - I 1 1 1 1
IMPORTANT.Thermal Load has not been considered. Consult factory for fastener patterns.
North Annerica....ArchiteGbaral and USA...Cold Storage and Food Processing Panel Sales
COLDIVIATIC Industrial Paral SaleS,Canadian Cold Storage 2564 Metro Blvd.,St Louis MO USA 63043
8500 Mele St.,Concord,Ontario,Canada _4K 2A6
BUILDING Tel:905-739-1212 Fax,905-738-91 D4 Tel,1-800-278-0090 Fax:314-432-2296
paiielsales@co�dmatc.com pannaliar0coldnnatic.00m
CBSSYSTEMS www.colkmaticcorn www.coldmabic.com 3120N PRI�DINWADA
SERIES 3000 THERMAL MULTIPLANE SYSTEM
Specifications
General Performance
All aluminum framing shall be Series 3000 Thermal as A certified test report shall be provided from an AAMA
shown on the architectural drawings and manufactured accredited testing agency stating that the system
by Vistawall Architectural Products. If substitute fumished under this section shall meet or exceed the
materials are to be considered they must be supported specified criteria outlined below.
by technical literature such as drawings,samples and
performance data submitted no less than ten (10)days Air infiltration:
prior to bid for proper evaluation. Infiltration shall not exceed.03 C.F.M. per
square foot of fixed area when tested in
Materials accordance with ASTM E 283.
All framing sections shall be extruded aluminum of
suitable alloy and temper to meet or exceed finishing Water infiltration:
and structural criteria as specified. Glazing gaskets shall There shall be no visible water on any inside
be extruded from E.P.D.M. surface at a test pressure of no more than
6.24-10 P.S.F. when tested in accordance with
Finish(Anodized) ASTM E 331.
All exposed surfaces shall be free of unsightly scratches
and blemishes. The exposed surfaces shall receive a Erection
caustic etch followed by an anodic coating. The colors All openings shall be prepared plumb and square by
shall be Clear, Champagne, Ught Bronze, Medium others and shall be of sufficlent size to provide
Bronze, Dark Bronze or Black. All colors meet an clearance at jambs, head and sill as shown on the
architectural class anodic coating. architectural drawings. Installation, glass and glazing
shall be performed by experienced technicians
Finish(Paint) according to the manufacturers recommended
All exposed surfaces shall be free of unsightly scratches procedures. All units shall be securely anchored with
and blemishes. The coating shall be factory applied, all joints fully caulked to insure a water tight seal.
oven baked by an approved applicator specifically
qualified by the paint manufacturer. No field application. Cleaning
The exposed sections shall receive an alodine pre- Upon completion of construction,the general contractor
treatment followed by a painted coating. The coating shall be responsible for cleaning all aluminum,
shall be a resin based paint conforming with AAMA employing methods recommended by the manufacturer
#2605 andlor#2603 specifications. as follows: Anodized and painted aluminum shall be
cleaned with plain water containing a mild detergent.
Construction and Design No abrasive agent shall be used.
All aluminum framing shall have a face dimension of 2"
and a depth of 4 1/2". The framing shall be accurately
assembled with unexposed fasteners utilizing extruded
splines,clips and/or snap-in features. All exterior and
interior members shall be thermally separated using a
polyurethane pocket with a nominal separation of.200"
after separation. All glazing shall be flush with the glass,
including the horizontal muntins and sills, and shall have
removable stops to facilitate glazing. Glass shall be set
within the system to the front, center,back or a
combination thereof. Glass shall be held in place by
E.P.D.M.glazing gaskets on both sides. No applied
stops shall be permitted except in the transom areas.
OWSTAWALL ARCHITECTURAL PRODUCTS
EFFEC77VE 7/00
SERIES 3000 THERMAL MULTIPLANE
CENTER SET SCALE - 1/4 SIZE
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Brilliant White French Vanilla Desert Sand Hartford Green Chestnut Bronze
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Cam-action sash locks in White, Desert Sand or Chestnut Bronze
High-performanoe argon-filled Low-E insulating glass for greater energy
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Top and bottom sash fift for convenient cleaning
Silioone-injected comer locks for a tight.secure frame in all four comers
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Design Review Board Proposal
March 26, 2008
155-189 Washington Street (Salem News Project, new construction
component): Discussion of Final Design Plans for the proposed redevelopment
Proposal
The proposal is for the "new construction" component of the redevelopment
project and consists of a four story mixed-use building with retail on the ground
floor and housing on the upper stories. The proposal includes approximately
7,500 square feet of commercial space, 24 housing units, 31 surface parking
spaces and 5 covered parking spaces.
Past SRAIDRB Actions
November 14, 2007: The SRA voted to approve the October 30, 2007 DRB
recommendation for the Schematic Design of the 155-189 Washington Street
redevelopment with the conditions presented.
October 30, 2007: The DRB voted to recommend Schematic Design approval
with the following conditions:
• The design of the retail storefronts shall be developed in much greater
detail. The design shall address the intersection of the retail storefronts
and the sidewalk and the impact of the storefronts on the pedestrian
experience.
• An architectural treatment shall be used at the intersection of the parking
lot and Front Street sidewalk.
• Greater architectural emphasis shall be placed on the curved building
entry.
• If possible within the Building Code, the depth of the bays located on the
upper stories shall be increased.
August 8, 2007: The SRA voted to approve the proposed partial demolition of
the 155-189 Washington Street, as shown on the site plan dated July 24, 2007,
with the following conditions:
• If the proposed redevelopment has not received building permits within
four months of the demolition, the site shall be leveled and exposed dirt
shall be loamed and seeded.
• As soon as is practical after demolition, a DRB approved fence and
landscaping shall be installed along the perimeter of the site.
March 14, 2008 RCG LLC
17 Ivaloo Street
Somerville, MA 02143
City of Salem Design Review Board 120 Washington Street, Suite 202A
Salem, MA 01970
c/o Salem Planning and Community Development
T 617 625 8315
120 Washington Street F 617 625 8345
Salem, MA 01970 www.RCG-LLC.com
RE: 155-189 Washington Street
Submission for Final Design Approval
"New Construction Component" Only
Dear Board Members:
On behalf of Washington at Derby LLC of the above referenced parcel, we are submitting a request to be
heard by the board for approval of the final design of the New Construction Component of the
redevelopment project previously approved for schematic design. Following the previous meeting with
this board, the design team for this component of the redevelopment project has worked diligently to
develop revised drawings which incorporate a number of notable modifications to the fagade.
As depicted in the attached renderings, alterations have been made to the architectural detail on the
corner of the building, to provide a more pronounced appearance, Please refer to the attached
documents and renderings which display further detail regarding the corner fagade as well as the detail of
the altered granite step at the entrance to corner retail space. Also attached are details of the redesigned
wrought-iron fence at the Front Street entrance to the parking area as well as the detail of the storefront
system and its cohesion with the sloped sidewalk. The revised color scheme and samples will be
provided at the March 261h meeting.
Upon final approval by the Design Review Board and Salem Redevelopment Authority, we expect to
obtain approval from the building commissioner to begin construction as soon as is practical. We
anticipate that this work will be complete within twelve months from commencement.
We appreciate your continued support of our efforts to develop this site. Should you have any questions,
feel free to contact me.
Regards,
?%#L Al
Matthew Picarsic
Comments on Salem News
March 6, 2008
1. 1 think it would be better if the treatment of the (shown white) horizontal band
at the curved corner was the same at the third and fourth floors - in the rendering
it looks like the fourth floor band is much thicker than the third floor, and that the
detailing of the trim looks different. I myself prefer the thinner look of the third
floor band.
2. 1 would prefer it if there were vertical "seams" or thin vertical joint lines that
aligned with the windows at the curved corners...see attached....
3. The windows at the curved corner look pretty good to me. I am suggesting
some type of horizontal trim at the head of the fourth floor windows - its hard for
me to imagine the windows butting up to a completely smooth horizontal band
above....I imagine some kind of trim is probably going to be there.
4. It wouldn't bother me if there were vertical "seams" or thin vertical joint lines
that aligned with the windows at the fourth floor flat walls...see attached.
5. If they are updating the rendering for future presentations, they should update
it so that it doesn't show "white" everywhere......we had asked for warmer, neutral
colors to be explored....
6. The proportion of the windows to the wall needs to be worked out.
7. More emphasis on the retail (via signs, awnings, or different approach). The
inverted entrance way seems to de-emphasize the retail by darkening the corner
when it should be very prominent. The design also puts more emphasis on the
residential 2-4 floors,
8. The details will matter a lot.
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ROOF PLAN NOTE5: ROOF PLAN LE&END
1. ALL III BLOCKIW5 AROIND BUILDIW5 PERIMETER AND AT ROOF PENETRATIONS To BE SUPPLIED
AND INSTALLED BY THE ROOF CONTRACTOR- ROOF TOP EXHAUST FAN
2. DRIP EPI VENT BOOTS, KALL FLA5HIN6 AND MISCELLANEOUS ROOF RELATED FLA5HIN& TO BE
SUPPLIED AND INSTALLED BY THE ROOFI% CONTRACTOR. METAL FLA5HIW7 SHALL HAVE A MIN.
NOMINAL O.Olq-INCH THICKNE55 U.N.O. 0
ND EGUIPMENT SCREEN IN ACCORDANCE P41TH 0
3. PLUMBIWS VENT5 To PENETRATE ROOF MEMBRANE BEHI Eo ROOF TOP HVAG UNIT
THE STATE PLUMBIN& CODE.
4. ROI CONTRACTOR TO LEVEL MECHANICAL CURBS.
5� ROOrIN6 CONTRACTOR To FLASH ALL PENETRATIONS. COORDINATE V41TH MECHANICAL, PLUM81%
AND ELECTRICAL CONTRACTORS.
0 VENT THROUGH ROOF
6. INSTALL ALL ROOI MATERIALS IN ACCORDANCE HITH THE APPROVED MAN)FACTURERS WITTEN V.T.R. 0
INSTALLATION INSTRUCTIONS. 0
-7. EpDM ROOFIN6 SYSTEM SHALL BE A MIN. OF 0(70 MILS AND FULLY ADHERED TO APPROVED ROOF DRAIN KTH STRAINER AND 5UMP (9)
SUBSTRATE. PROVIDE (2) LAYERS OF 2" POLYISoCYANURATE RIOID ROOF INSULATION MECHANICALLY III
FASTENED TO THE METAL ROOF DECK. ALL LOVII SLOPE ROOF SYSTEM COMPONENTS SHALL BE 1/4" PER FT. LLJ
INSTALLED IN ACCORDANCE PI THE MEMBRANE MANUFACTURERIS PIRITTEN INSTRUCTIONS. ROOF SLOPE INDIGATOR
6. PROVIDE ALL EPOM TERMINATION BARS, &RAVEL STOPS AND FLA5HI% AS REWIRED FOR A
COMPLETE PEATFIERTI&HT SYSTEM.
q. EPI ROOrINC7 SYSTEM SHALL HAVE A 20 YEAR MANUFACTURERS MATERIAL KARRANTY AND A 10 30*x3b" ROOF HATCH
YEAR LA13OR AND MATERIALS Y4ARRANTY.
10. 6RAVEL 5TOP/rLA5HIW2 TO BE SUPPLIED AND INSTALLED BY THE ROOFIWS OONTRACTOR�
11. ALL METAL CORNICE V40RK AND RELATED METAL ROOFIW5 AND FLAI SHALL BE IN
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GENERAL NOTES@ 6
1. THE PURPOSE OF THIS PLAN IS TO SHOW THE LAYOUT. GRADING. AND DRAINAGE 6
ASSOCIATED NTH PROPOSED IMPROVEMENTS FOR THE PARCELS LOCATED AT #31 6
En FRONT STREET (34-0425-0), #26 NEW DERBY STREET (34-0423-0), >.
#155 WASHINGTON STREET (34-0426-0). m
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S 2. BITUMINOUS CURB IS TO BE PLACED OVER BASE COURSE AT THE TIME 0
D W i'D OF BASE COURSE PLACEMENT. N
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WITHIN ±1/4- UNDER THE BUILDING SLAB.
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WROUGHTIRON ., 0 Cl 4. ALL AREAS, UNLESS OTHERWISE SPECIFIED, SHALL RECEIVE SOD. rj 0
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SCREENING L4
SMOOTH BORE NTH A MANNINGS VALUE OF 0.012.
(SEE DETAIL),, STONE AND
WROUGHTIRON
0 6- ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE 0
SCREENING I STORY 1 STORY I
Cn 0 BRICK BUILDING BRICK BUILDING S GENERAL CONTRACTORS PROJECT MANAGER FOR DIRECTION AND
04
(SEE DETAIL)
RESOLUTION PRIOR TO ANY FURTHER WORK.
Exisl Ce
RIM 1 96 7. UNDERGROUND UTILITY LOCAPONS ARE APPROXIMATE SHOWN IN SCHEMATIC FASHION.
THEIR LOCATIONS AND ELEVATIONS ARE NOT PRECISE OR NECESSARILY ACCURATE, uj
NO WORK WHATSOEVER SHALL BE UNDERTAKEN USING THIS PLAN TO LOCATE THE -I
Ld UTILITY SERMCES. CONSULT NTH THE PROPER AUTHORITIES CONCERNED WITH THAT
UTILITY OF INTEREST FOR LOCATION AND INFORMATON REGARDING THE SERVICE.
z rRolt., -888-DIG SAFE. SITE SUBCONTRACTOR SHALL VERIFY ALL
CALL DIG SAFE AT 1
UTILITY LOCATIONS, DIMENSIONS, AND GRADES. PRIOR TO START OF ANY
70
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STONE AND
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WROUGHTIRON z
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DUCTILE IRON WATER MAIN BENDS, TEES, VALVES, AND DEAD ENDS.
cl-S SCREENING Pf?OPERTY LIN 2 a.
BUILDING SET8 �p 9. WATER SERVICES SHALL HAVE AT LEAST 5.0 FEET OF COVER.
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- 133
A BACKFILL AS SPECIFIED BY THE ENGINEER. cr W
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S----------------------- ,,-DOTS DELINEATE THE ....... ------ 0 0
FACILITIES AS REQUIRED.
SWEEP & WYE INTO Kl 4.4 Fn FA
STABILIZED CONSTRUCTION
7. TEMPORARILY SEED ALL AREAS WHICH WILL BE LEFT 5; 5;
xl 4.3 ENTRANCE (SEE DETAIL)
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UNDISTURBED FOR MORE THAN 14 DAYS WITHIN 7 DAYS OF LAST of Ir
------------------------
EXIST. 18" SEWER MAIN S
APPROX INVelev: 6.0 Of S Ci CONSTRUCT10N ACTI
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8. INSTALL STORMWATER DRAINAGE AS REQUIRED.
S RIM: 1 .3
04.1 4',8,,pVC 9. INSTALL CATCH BASIN INLET SEDIMENT FILTERS. 0
INVIn 9.0 10. INSTALL WASTEWATER DISPOSAL FACILITIES AS REQUIRED.
12. PLACE BANK RUN GRAVEL COURSE IN AREAS TO BE PAVED.
A4.0
cli :ti INVo t: 8.9
6 PARKING SPACES
11. INSTALL ALL OTHER UTILITIES AS REQUIRED.
z:'=0.012 S x13.9
0
13. PLACE CRUSH GRAVEL AND CONSTRUCT PADS FOR EXTERIOR CONCRETE
S 138 C, FLATWORK AND PAVEMENTAREAS.
C,
EXIST MANHOLE
--- 15 HDPE 3'R! 14. FINISH GRADE, CONSTRUCT, AND PLACE ALL AREAS OF CONCRETE AND BASE
W/ CE3 GRATE D
S=0.011 COURSE PAVEMENT.
RiV: 14,43 S A3 8 15. LOAM, SOD, AND MULCH. ALL AREAS COMPLETED THAT WILL NOT 13E DISTURBED. z
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1 �)"l NVin: 7 5 1 1 4x6l A3.9 16. COMPLETE FINAL PAVING (WEARING COURSE).
17. IAHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED,
1 4
C8 x14.0 1w
D P RKING SPACES REMOVE TEMPORARY EROSION CONTROL MEASURES.
1 04
PROP. INVin 7.5 94' 1
RIM: 14.2 4. REFUSE
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053 D (8")INVin: 8.9 COMPACTOR L) 1. THE SITE SUBCONTRACTOR 15 RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION
C)
STONE AND ... ..... p 4.1 04
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(1 5")INVIn: 8.4 (2)INVin: 8.0
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jWROUGHT IRON D 04 SITE IN SUCH A MANNER THAT:
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3 SCREENING INVout: 8.3 14.2x INVout: 7.9 00 6 u
F- _ B. NO SEDIMENT LEAVES THE CONSTRUCTION SITE PROPERTY.
M. D
VERTICAL .4 11
(SEE DETAIL BROOM FINI 0 (n C. ALL POSSIBLE MEASURES ARE EMPLOYED TO PREVENT SEDIMENT FROM
GATE 0 z >
COMPACTOR OIL&GREASE ENTERING DRAINAGE COURSES EVEN BEYOND THE DETAILS SHOWN ON
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(D 5' REFUSE DECORTIVE RIM: ±14.2 2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER H
> ANY STORM EVENT NTH GREATER THAN 0.5 INCHES OF RAINFALL. u
CA7CHBASIN rm
ENCLOSURE FENCING IN Vin-8.5
VV/ CLIANOUT -0 3. ALL NECESSARY REPAIRS TO EROSION CONTROL MEASURES MUST BE MADE AS <
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3 STORY tADJUST FRAME & GRATE ------------ WITHIN 6 INCHES OF THE OUTLET. 0
BRICK BUILDING z m
A 5.5 9. AN AREA SHALL BE CONSIDERED STABLE IF ONE OR THE FOLLOWING HAS OCCURRED:
TO FINISH GRADE ESIDENTIAL A. BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED. 0
PROPOSED VERTICAL 6-FOOT HIGH PEDESTRIAN Z5 BAY PARKING GARAGE B. A MINIMUM OF 85% VEGETATED GROWTH HAS BEEN ESTABLISHED. u
COMPACTOR FOR THE 05.5 DECORATIVE FENCING (TYP.) DOOR C. A MINIMUM OF 3" ON NON-EROSIVE MATERIAL SUCH AS STONE OR RIPRAP w
EXISTING BUILDING 7 HAS BEEN INSTALLED; OR
PEDESTRIAN DOOR D. EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED.
TRANS. ROOF DRAIN 10. ALL AREAS SHALL BE STABLIZED WITHIN 72 HOURS OF ACHIEVING FINISHED GRADE.
EXISTING DOOR TO EDGEWATER CAFE FLOOR DRAINS 12. PROTECT AND STABIUZE ALL AREAS NOT SCHEDULED FOR EROSION
PAD 15'-8"HDPE BLDGout:8.6 PREVENTION OR STABILIZATION, BUT THAT SHOW SIGNS OF EROSION. NOTIFY
GAS REGULATOR S=0.113 ENGINEER OF ANY SIGNIFICANT EROSION PROBLEM.
17. THE SITE SUBCONTRACTOR IS RESPONSIBLE FOR ALL SILTATION RESULTING
PASSAGE TO BLDGout: 10.6 FROM EROSION OR SEDIMENTATION FROM THE SITE TO SURROUNDING
INDIA DOOR TO
FINISH FLOOR ELEV. ±15.5 \-ELECTRIC SERMCE PROPERTIES OR WATER BODIES AS A RESULT OF THIS PROJECT.
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P -w- PROPOSED RENOVATION OF 43,804 SQ.FT.
EXISTING 3-STORY BUILDING 36 PROPOSED PARKING SPACES
3 E-4
C, -1ST FLOOR TO REMAIN THE SAME. FOR FINISH FLOOR ELEV. = ±14.4
C) -2ND & 3RD FLOORS TO BE RENOVATED IN70 PEDESTRIAN DOOR FOR
(5) TWO BEDROOMS & (2) ONE BEDROOM PASSAGE TO INDIA
RESIDENTIAL DWELLINGS E9x59
7 PROPOSED OFFSITE PARKING SPACES
FOOTPRINT ±6,168 SQ.FT.
if
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RETAIL SPACE <
PEDESTRIAN DOORS RETAIL SPACE
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PEDESTRIAN DOORS if
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> NTH LOAM & SEED INVout: 10.8 EXISTING GRADE
-"' - 11 - DATE: 11-2cl-0-7
S 27 Ct�� (SEE DETAIL) 56ALE: I" = 10'
(n GRAPHIC SCALE DRAM BY: BJ5
S
Cl t BUS STOP 10 0 5 10 2 1 0
SHELTER
MULCH IN FEET C4
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V41THIN 3" OF TRUNK PLUME3, AFTER 1X4 BUTTED - VERTICAL SIDING
5ETTLEMENT PLANT AT 5AME DEPTH VERTICAL SIDING 00 00 z z
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C,OMPAr,TED TO C10% BAGK BURLAP FROM 1: 1 AND GOMPACT TO C1096 50' MIN. 0
12 it 12 it OF ROOT BALL MIN. MIN.
3' WIDE MOUNTABLE
MIN. MIN. (MIN); IF 5YNTHETIC,
NRAP 15 USED, EXISTING 04 Z "
REMOVE GOMPLETELY. PAVEMENT 0
z
z 0
50' MIN. LIJ
BERM (OPTIONAL)
. . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . .
. . . . . . . ... . . . . . .. . . . . . . . .. . . . . . 0
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PLANTING DETAILS TREES AND SHRUBS
Not to 5r_ole,
. .. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . Z >
. . . . . . . . . 10' MIN. 0
. . . . . . . . . . . . . . . . .
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. . . . . . . . . Ln
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FILTER FABRIC MATERIAL
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EXISTING GROUND z
PROFILE PLAN VIEW 0
EXISTING GROUND STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS
1 . USE 1" TO 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
VERTICAL GRANITE CURB 2. LENGTH NOT LESS THAN 50 FEET.
5" x 16"-18" 3. STONE THICKNESS SHALL NOT BE LESS THAN 6".
4. 10' MINIMUM WIDTH, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE
1" TOP COURSE INGRESS AND EGRESS OCCURS.
2" 13INDER COURSE - :::.6* - SCREENED 5. FILTER FABRIC MATERIAL WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO
PLACING STONE.
7 6. THE ENTRANCE WILL BE MAINTAINED IN A CONDITION, WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF- WAY. THIS
/,x\ MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
4" SCREENED DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
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ZUSHE( �n
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4-1 CRUSHED GRAVE xl\/
�;, \1 PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
Y 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER
EACH RAIN.
8" BANK RUN GRAVEL 8"� BANK, RUN GRAVEL
STABILIZED CONSTRUCTION ENTRANCE
WITHOUT CURBING WITH CURBING r
Not To Scale
STRUCTURAL FILL SELECT
GRANULAR MATERIAL—
RADIUS MAXIMUM
CHART LENGTH
21' 3- PAVEMENT SECTIONS
22' - 28' 4. 1
29' — 35' 5- Not to Scale
36' — 42' 6
43' — 49' 7- <
50' — 56' 8. y
57' — 60' 9. E-4 Iff
OVER 60' 10' EXISTING TREES EXISTING TREES E-1 I,—II
1/4- MIN 4' (OR 7' FOR
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*MAX. LENGTH OF STRAIGHT CURB STONES
*MAX. LENGTH OF CURB STONES 10ft. (SEE PLAN) E" 11.4
LAID ON CURVES — SEE CHART. 3000 PSI BROOM FINISH CONCRETE
NOTE: ADJOINING STONES SHALL HAVE THE
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EXPANSION JOINT � : F
1., 1 . 1., 5" x 16"-18" DATE, 11-2q-01
: '.6" MIN, ' 'ALE: N.T.S.
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SIDEWALK SECTION
Not to Scale DECORTIVE SCREEN DETAIL AT FRONT STREET ENTRANCE DRIVEWAY C (9
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