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120 WASHINGTON STREET- SMALL PROJECT REVIEW 120 Washington Street Small Project Review 4 mono ,,Jp snow=. boo P= ONOMM RECEIVED SEP 0 1 NIN DEPT.OF PLANNING & COMMUNITY DEVELOPMENT RCG LILC August 31,2006 17 Ivaloo Street Suite 100 Somerville, MA 02143 City of Salem T 617 625 8315 Department of Planning and Community Development F 617 625 8345 Salem, MA 01970 dsteinbergh@RCG-LLC.com www.RCG-LLC.com Dear Members of the Board- On behalf of Peabody Block LLC, RCG LLC kindly requests placement on the meeting agenda at the Salem Redevelopment Authority's September 13, 2006 meeting in order to propose changes to its property at 8-10 Barton Square and 247 Essex Street, which lies within the Central Development Zone, The building currently is used for both retail and office uses and includes the addresses of 118-128 Washington Street, 247 Essex Street and 8-10 Barton Square. There are also nine existing parking spaces on the site. We plan to convert approximately 6,300 square feet of vacant commercial space into 5 residential apartments—two located on the second floor of 247 Essex Street and three located at 8-10 Barton Square. The conversion of the second story office space at Essex Street into two one-bedroom apartments will not require any changes to the exterior of the building. In order to convert the back part of the former Phoenix School, with an address at 8-10 Barton Square, into one 2-bedroom townhouse and two 2-bedroom flats, we propose to construct a new exterior walkway and replace three existing windows with new doors. To enhance the visual appearance of the property, we also propose to relocate a dumpster. introduce a trellis and landscaping, and provide lighting along the new walkway. Parking requirements for the new use can be satisfied within a 1,000-foot radius at the lots managed by RCG that abut Dodge Street Court. The conversion is expected to take 3-6 months from the start of construction to occupancy and will be managed by RCG. We anticipate beginning construction as soon as approvals are in place. Enclosed please find the following documents: • Letter of Permission from Peabody Block LLC (the property owner)to RCG LLC. • Scaled Colored Drawings denoting the proposed improvements. • Building Elevations denoting proposed improvements, • Color Xerox image of Actual Materials and Colors being used (tan stucco, white paint and sealed ipe wood decking and trellis), • Photograph of existing building front and contextual photographs showing the surrounding buildings. • Architectural renderings of the proposed changes Information on the specified doors, decking, trellis, mailboxes and lighting. Thank you for your consideration, RCG LLC 2 Peabody Block LLC c/o RCG LLC 17 Ivaloo Street Suite 100 Somerville, MA 02143 T 617 625 8315 F 617 625 8345 August 31,2006 City of Salem Department of Planning and Community Development Salem, MA 01970 To Whom It May Concern, Peabody Block LLC, owner of the building with addresses 118— 128 Washington Street, 247 Essex Street, and 8-10 Barton Square in Salem MA hereby grants permission to RCG LLC to act on its behalf in petitioning the City for approval of changes to the above noted building. IRCG LLC has authority to act on behalf of Peabody Block LLC in all negotiations and interactions with the City. Sincerely, atp,( �h - 114-11-Y Alex Steinbergh, Manager Door ENTRY DOOR Solid Door Panels 00 Sizes and Options In-Swing and Out-Swing m U C= 6 ;o �0 �0 ja �D �D CO CO 60 EO 60 iJD x :1 :1 -X WD 00 00 in �4 F� M ]n �D ul W m mo �q Mahogany SmoDth y ;a m m Zo ;D ;o m m 0 0 Zo ;o ;0 00 W CD �0 W �D �D F- Zo :1 X :K �1 X X o0 00 Q m oo V oo m 0 Fn m uD r F" F� Zr, 1:0 F� m F, L, in F� imn i. in rn Za Mahogany M all a R Smooth 0 . . . . . —MEN -a C.1, - no 8-9 Pella 2006Architectural Design Manual , Division 08-Openlngs , Windows and Door, , www.PellaADM.c.m Rev.06/15/2006 16" Banded Outdoor Sconce V�A Product #: HU-30-5893 Manufacturer: After having been in love with the superb craftsmanship of Hubbardton Forge for over 15 years we were thrilled when they finally came out with their line of outdoor wall sconces. The fixtures are all 120V and use regular medium incandescent bulbs. They are made of heavy duty aluminum with hand-forged bands. All come in several finishes to fit your decor. The opal glass tubes are closed on top to protect the bulb from the elements. Lamp: Medium, type A, 1 00-watt max. Size: 16" height, 7" width, 5-1/2" projection, and 16" x 7" backplate. Finish: Mahogany, Bronze, Dark Smoke, Black, or Natural Iron Shade: Included 4-1/8" x 13" closed top tube in Opal, Stone or Saffra Listing: (�) , C.U.L. Listed Usage: Exterior Wet E m M 0 om 0 U) La cn 1pe Wood -Mr-6 Z Environmental Above: This track of land,over 2,000 acres,was burnt by a cattle farmer to make room for grazing. We pride ourselves on the fact that we save thousands of acres every year from being burnt for agricultural cash cropping and cattle land. By selectively harvesting a few trees per acre we can assure that the forest will be able to be reharvested in as little as 10 years. This ensures that the forest will not only survive,b-it also improve for many generations to come. By buying tropical timbers from a reputable company that practices good forestry,you are helping to save the forest by putting a value on the timber so that the land is not burnt. It may seem unbelievable that someone would bum forest that contained valuable timber,but the fact is that for a cattle farmer it is more profitable than to go through the bureaucracy of obtaining the necessary environmental surveys and obtaining the slew of permits needed to harvest/mill/&export even a few trees per acre. This photo was taken by Rob Peic in South West Brazil. EVERWOOD DECKING PARTNERS, LTD Importers, Wholesalers, Retailers of Fine Lumber Products 11004 FM 969 Website: http:j/www.ipe-wood.com Austin, Texas 78724 Email: info@ipe-wood.com 512-929-7005 Phone 512-929-7372 Fax Basic Description IPE (ee-pay) An incredibly durable Brazilian Hardwood rated by the US Forest Lab for 25 years plus. Naturally resistant to fire (rated class A by the NFPA or class 1 by the UBC) insects, moisture, and movement, this air dried hardwood (16-20%) is perfect for exterior commercial and residential applications such as decks, docks, or exte6or furniture. In service for over 25 years from Diner Key Marina in Miami, to the Atlantic City Boardwalk, IPE has proven durability. It can be sealed to maintain its natural beauty or it can be allowed to weather to be a beautiful silver gray. It is available in a vadety of standard dimensional lumber sizes and can be used for entire projects. It is easily cut with standard carbide tipped blades but requires pre-drilling and screwing with stainless steel screws. Hidden fastening systems area also available. Standard decking size is 4/4 material (net 3/4" thickness) not 5/4 or 8/4 and on 24" centers the 4/4 material will provide a 100 lb live load rating far surpassing any cedar, redwood or CCA pressure treated material. It has a hardness rating of 3640 Janka, almost 3 times that of northern Red Oak at 1260 Janka. IPE also resists surface checking and is naturally resistant to molds, which are the two most destructive forces to the face of decks. When compared to other decking mateJals such as redwood, cedar, or copper chromium arsenate pressure treated materials, IPE gives longer life (3-5 times the life span), stronger resistance to fire, weather, insects and movement and is competitively priced with high grades of cedar and redwood. If you compare the one time cost of IPE to the 3-5 times you replace other materials over the life span of IPE, the value of IPE becomes very clear! It is the best timber product for exterior usage, period! EVERWOOD DECKING PARTNERS, LTD importers, Wholesalers, Retailers of Fine Lumber Products 11004 FM 969 Website: http://www.ipe-wood.com Austin, Texas 78724 Email: info@ipe-wood.com 512-929-7005 Phone 512-929-7372 Fax IPE Structural Timber Span Values Common Name IPE Cedar Redwood CCA/Treated Pine select grade, all varies, common varies, common available grade Grade heart, no knots & grade has knots & grade has knots & has many defects sap sap sap no splinters, surface develops surface stays scratches easily, scratches easily, splits, checks, smooth & resists splinters & splinters & boards cup and Appearance damage, sealer becomes dirty gray becomes black twist, becomes requ re , patinas without regular gray without rough & gray to to silver gray with sealing regular sealing green without small surface regular sealing checks Decay Resistance High 25 years Moderate 10-15 Moderate 10-15 Varies with years years treatment Fire Rating Class A B-C B-C C-D (NFPA) Resistance to High Low Low Varies with Termites treatment Resistance to High Low Low Medium to High Marine Borers Movement in Low Medium Medium Medium to High Service Weight Per Cubic 69 lbs. 30 lbs. 30 lbs. 35-40 lbs. Foot Bending Strength 25,400 psi 6,800 psi 7,900 psi 14,500 psi Max. Shear 2,060 900 940 1,370 Strength Hardness 3,680 lbs. 580 lbs. 480 lbs. 690 lbs. 16" Banded Outdoor Sconce 4. It Product#: HU-30-5893 Manufacturer: After having been in love with the superb craftsmanship of Hubbardton Forge for over 15 years we were thrilled when they finally came out with their line of outdoor wall sconces. The fixtures are all 120V and use regular medium incandescent bulbs. They are made of heavy duty aluminum with hand-forged bands. All come in several finishes to fit your decor. The o:)al glass tubes are closed on top to protect the bulb from the elements. Lamp: Medium, type A, 1 00-watt max. Size: 16" height, 7" width, 5-1/2" projection, and 16" x T' backplate. Finish: Mahogany, Bronze, Dark Smoke, Black, or Natural Iron Shade: Included 4-1/8" x 13" closed top tube in Opal, Stone or Saffra Listing: & , C.U.L. Listed Usage: Exterior Wet 3 817 3'0"x 6'8" 218, x 6'0*x 6'8" 3'0'x 61 V 2'6"x 61 S" TO"x6'6" CL 0 2'S"x6'8" o TO"x6'8" TO"x 6'B" 0 F m 6'0"x 6'8 5'4'x 6'8' 1 2'8'x 6'6' s 6'0"x 618' 3'0"x 6'6' U2 2'8' x6'8" 0� R NR 3'0' x 6'8 TV x 8'0' TV x 6'8" 2'8"x 8'01 60"x 6'8" TO"xB'01 2W x TO" TV x 8'0' TO"x TO" 6'0'x S'0' 2'8"x8'0" 3'0" 81 0' TO'x 8'0" 5'4'x 9'0' 6'0"x 8'0' t 2'8"x 6'6" 6'0*x8'0" In To"X6,6" TV x 6'6' 2'8"x O'S' Y 0'x 66' 6'8' 5'4"x 6'8' 3 6'0"x 6'8' TO"x 6'8' 6'0"x 6'8' Ell ti 44 _y I'� I, `, .. , r 4 .� __ � � 1 � �� ,�_ - i 1pe Wood Environmental Above. This track of land,over 2,000 acres,was burnt by a cattle tarmer to make room for grazing. We pride ourselves on the fact that we save thousands of acres every year from being burnt for agricultural cash cropping and cattle land. By selectively harvesting a few trees per acre we can Fssure that the forest will be able to be reharvested in as little as 10 years. This ensures that the forest will not only survive,but also improve for many generations to come- By buying tropical timbers from a reputable company that practices good forestry,you are helping to save the forest by putting a value on the timber so that the land is not burnt. It may seem unbelievable that someone would bum forest that contained valuable timber,but the fact is that for a cattle farmer it is more profitable than to go through the bureaucracy of obtaining the necessary environmental surveys and obtaining the slew of permits needed to harvest/mill/&expoTt even a few trees per acre. This photo was taken by Rob Pelc in South West Brazil. EVERWOOD DECKING PARTNERS' LTD Importers, Wholesalers, Retailers of Fine Limber Products 11004 FM 969 Website: hftp:/)www.ipe-wood.com Austin,Texas 78724 EmaiL infa&pe,&oodcarn 512-929-7005 Phone 512-929-7372 Fax Basic Description IPE (ee-pay) An incredibly durable Brazilian Hardwood rated by the US Forest Lab for 25 years plus. Naturally resistant to fire (rated class A by the NFPA or class ' by the UBC) insects, moisture, and movement, this air dried hardwood (16-20%) is perfect for exterior commercial and residential applications such as decks, docks, or exterior furniture. In service for over 25 years from Diner Key Marina in Miami, to the Atlantic City Boardwalk, IPE has proven durability. It can be sealed to maintain its natural beauty or it can be allowed to weather to be a beautiful silver gray. It is available in a variety of standard dimensional lumber sizes and can be used for entire projects. It is easily cut with standard carbide tipped blades but requires pre-drdfing and screwing with stainless steel screws. Hidden fastening systems area also available. Standard decking size is 4/4 material (net 3/4"thickness) not 5/4 or 8/4 and on 24" centers the 4/4 material will provide a 100 lb live load rating far surpassing any cedar, redwood or CCA pressure treated material. It has a hardness rating of 3640 Janke, almost 3 times that of northern Red Oak at 1260 Janka. IPE also resists surface checking and is naturally resistant to molds, which are the two most destructive forces to the face of decks. When compared to other decking materials such as redwood, cedar, or copper chromium arsenate pressure treated materials, IPE gives longer liffe (3-5 times the life span), stronger resistance to fire, weather, insects and movement and is competithirety priced with high grades of cedar and redwood. If you compare the one time cost of IPE to the 3-5 times you replace other materials over the life span of IPE, the value of IPE becomes very clear! It is the best timber product for exterior usage, period! rA 16" Banded Outdoor Sconce Product#: HU-30-5893 Manufacturer: After having been in love with the superb craftsmanship of Hubbardton Forge for over 15 years we were thrilled when they finally came out with their line of outdoor wall sconces. The fixtures are all 120V and use regular medium incandescent bulbs. They are made of heavy duty aluminum with hand-forged bands. All come in several finishes to fit your decor. The opal glass tubes are closed on top to protect the bulb from the elements. Lamp: Medium, type A, 1 00-watt max. Size: 16" height, 7" width, 5-1/2" projection, and 16" x 7" backplate. Finish: Mahogany, Bronze, Dark Smoke, Black, or Natural Iron Shade: Included 4-1/8" x 13" closed top tube in Opal, Stone or Saffra Listing: (9� , C.U.L. Listed Usage: Exterior Wet _- ��:__� _�_ III i � �� PE "i" _� �� , i � j � �' � _. ,� 1 �� MMOT, I - Solid Door Panels Sizes and Options In-Swing and Out-Swing 6 ;a ;a 6 ;. 6 �j Z:, 6 Z, ;3 6 6 6 ;a ;a 6 6 ;., 6 ;0 ;0 16 �0 �0 io kil um ida, rl F, co Be cio 60 ;o E0 Ecs Zo Zo b cc 41, Z:, is:1 ic _x :1 :1 :1 :1 X X X X :1 :1 :1 :1 X :1 0 . W 0 Nr Z, W W W W ci 0 0 ci F, i, Fn v, F4 m r" m i, ZU Fi F� Fn C,, Fn co Fir' Oak " 000 Do flu C3 H ;a ;0 �0 ;0 Zim) ;0 ;0 ;3 ;C) 6 Z) 6 6 ZD 6 Z. Z. 6 ;0 6 6 ZD ZO b Z. ZO W �O W �O �D F, F, Be B. 6. EO 7. Z. 711 r. ZD ZD 0 0 6 no 0 W c, c, W 0 ;0 no c, 6 0 i-, Co Z� iq m i, rn u, it, Fi rs en Zn �n �q m �r, �n MATERIAL Mahogany Smooth 8_9 Pella 2006 Architec1sual Design Manual Olvision 08—Openings Windowsandl)oors �PellaADM.mm Rev.06/1512006 Ipe Wood Environmental Above: This track of land,over 2,000 acres,was burnt by a cattle farmer to make room for grazing. We pride ourselves on the fact that we save thousands of acres every year from being burnt for agricultural cash cropping and cattle land. By selectively harvesting a few trees per acre we can assure that the forest will be able to be reharvested in as little as 10 years. This ensures that the forest will not only survive,but also improve for many generations to come. By buying tropical timbers from a reputable company that practices good forestry,you are helping to save the forest by putting a value on the timber so that the land is not burnt. It may seem unbelievable that someone would bum forest that contained valuable timber,but the fact is that for a cattle farmer it is more profitable than to go through the bureaucracy of obtaining the necessary environmental surveys and obtaining the slew of permits needed to harvest/miJU&export even a few trees per acre. This photo was taken by Rob Pelc in South West Brazil. EVERWOOD DECKING PARTNERS, LTD Importers, Wholesalers, Retailers of Fine Lumber Products 11004 FM 969 Website: http://www.ipe-wood.com Austin, Texas 78724 Email: info@ipe-wood.com 512-929-7005 Phone 512-929-7372 Fax Basic Description IPE (ee-pay) An incredibly durable Brazilian Hardwood rated by the US Forest Lab for 25 years plus. Naturally resistant to fire (rated class A by the NFPA or class 1 by the UBC) insects, moisture, and movement, this air dried hardwood (16-20%) is perfect for exterior commercial and residential applications such as decks, docks, or exterior furniture. In service for over 25 years from Diner Key Marina in Miami, to the Atlantic City Boardwalk, IPE has proven durability. It can be sealed to maintain its natural beauty or it can be allowed to weather to be a beautiful silver gray. It is available in a variety of standard dimensional lumber sizes and can be used for entire projects. It is easily cut with standard carbide tipped blades but requires pre-drilling and screwing with stainless steel screws. Hidden fastening systems area also available. Standard decking size is 4/4 material (net %" thickness) not 5/4 or 8/4 and on 24" centers the 4/4 material will provide a 100 Ito live load rating far surpassing any cedar, redwood or CCA pressure treated material. It has a hardness rating of 3640 Janka, almost 3 times that of northern Red Oak at 1260 Janka. IPE also resists surface checking and is naturally resistant to molds, which are the two most destructive forces to the face of decks. When compared to other decking materials such as redwood, cedar, or copper chromium arsenate pressure treated materials, IPE gives longer life (3-5 times the life span), stronger resistance to fire, weather, insects and movement and is competitively priced with high grades of cedar and redwood. If you compare the one time cost of IPE to the 3-5 times you replace other materials over the life span of IPE, the value of IPE becomes very clear! It is the best timber product for exterior usage, periodl fA ED Salem Redevelopment Authoritv a SALEM REDEVELOPMENT AUTHORITY DECISION August 8,2007 120 Washington Street (Peabody Block) Amendment to Final Design Plans SRA DECISION: At their meeting on August 8, 2007, the SR-A voted to approve the amendment to the approved Final Design Plan to include the location of a dumpster to the right of the pukmg lot entry, the construction of a small retaining wall and a wooden screening fence. Salem Redevelopment C= Authority MEMORANDUM TO: Members of the Salem Redevelopment Authority FROM: Kirsten Kinzer, CDBG Planner SUBJECT: )I.;?Washington, alteration to approved Final Design Plan DATE: August 2, 2007 CC: Lynn G. Duncan, Executive Director Attached please find information regarding the proposed dumpster relocation and screening at 120 Washington Street. The proposal includes the construction of a small retaining wall and concrete pad to house the durripster and a screening fence. The dumpstet is currently located on the west side of the existing parking lot. The proposal includes relocating the dumpster to the east side of the parking lot. Please feel free to contact me at (978) 619-5685 or kkinzer@salem.com should you have any quesdow or concerns regarding this matter. July 24. 2007 Salem Redevelopment Authority Peabody Block LLC c/o RCG LLC c/o Department of Planning and Community Development 17 Ivaloo Street 120 Washington Street Somerville, MA 02143 Salem, MA 01970 120 Washington Street, Suite 202A Salem, MA 01970 RE: Request To Be Heard On the Agenda T 617 625 8315 Proposed screening and location for clumpster F 617 625 8345 120 Washington Street/Barton Square rAm Dear Salem Redevelopment Authority Board Members: On behalf of the owner of the Peabody Block building, and as part of our efforts to attract tenants at this location as well as improve logistics, we hereby seek your permission to construct a small new retaining wall and poured cement pad. This proposed location would move the dumpster from one side of the drive aisle to the other side at the top of the parking lot located on the Barton Square side of the building. The specifics of the proposed project have been discussed with Building and Electrical Departments who have granted their preliminary approval, pending review by SRA. Since this request relates only to the limited alteration to the premises we plan to complete this scope of work as quickly as possible pending Board approval, We have attached a rendering of the proposed work as well as a current photograph of the proposed location at the aforementioned property. We look forward to seeing you at the next meeting. Regards. A*L-)-P,ca� Matthew Picarsic On Behalf of Peabody Block LLC Peabodv Block LLC 17 Ivaloo Street, Suite 100 Somerville, MA 02143 July 27, 2007 Salem Redevelopment Authority c/o Department of Planning and Community Development 120 Washington Street Salem, MA 01970 RE: Letter of Permission RCG LLC Request To Change Dumpster Location and Add Screening Peabody Block Building Dear Salem Redevelopment Authority Board Members: As the Owner of the Peabody Block Building, located at 118-126 Washington Street, 247 Essex Street and 8-10 Barton Square. I hereby grant permission to RCG LLC to request permission to move the dumpster location and add screening on the Barton Square side of the building as shown in its submission. Sincer,�I.\. A,( Alex M. Steinbe h, Mana ei Peabody Block LLC RECEIVED NOV 3 0 2006 DEPT.Of PLANNING& COMMUNITY DEVELOPMENT one, November 30, 2006 RCG LLC 17 Ivaloo Street Suite 100 Lynn Goonin Duncan Somerville, MA 02143 Executive Director, SRA T 617 625 7248 City of Salem F 617 625 8345 Salem, MA 01970 dsteinbergh@RCG-LLC.com www.RCG-LLC.com Attn: Tania Hartford Dear Ms. Hartford and Ms. Duncan: Upon further review of the Salem Zoning Ordinance, it came to our attention that our proposed conversion of commercial space at 120 Washington Street to 5 residential units only requires 5 parking spaces (1 per dwelling unit), rather than the eight we originally designated. On behalf of Peabody Block LLC, we would like to revise the parking allocation down to one on-site space and four off-site spaces located within the allowable radius. I have attached a new site plan diagram that shows the location of these new spaces. The offsite spaces have been relocated from the 76 Lafayefte Street parking lot that we control to the Dodge Street parking lot that we control. Please let me know if there are any questions or if you need any further clarifications. Thank you for your consideration, David Steinbergh RCG LLC Salem Redevelopment Authority DESIGN REVIEW BOARD RECOMMENDATION September 27, 2006 120 Washington Street (Peabody Block) —Review of proposed minor exterior changes to the rear of 120 Washington Street. RECOMMENDATION: At their meeting on September 27,2006, the DRB voted to recommend approval of the proposed exterior changes with the following conditions: • The trellis should either be moved higher or lower on the building to align better with the windows; • The design should include lighting either on the wall beneath the trellis or in the ground under the trellis; and • A window treatment, such as a shutter, should be included in the large window on Barton Square and at the second floor unit on Essex Street. This treatment should be proposed and reviewed by Michael Blier, as a representative of the DRB. PROPOSAL: The project includes a renovation of the rear of die Peabody Block (120 Washington Street) to accommodate 5 new residential units—two located on the second floor of 247 Essex Street and three located at 8-10 Barton Square. The renovations are shown in plans submitted to the SRA/DRB on September 1, 2006 and include the construction of a new exterior walkway,replacement of three existing windows with doors, relocation of the dumpster, installation of a trellis, landscaping and new lighting. RECEIVED SEP 2 9 Hwi DEPT. OF PLANNING & COMMUNITY DEVELOPMENT RCG LI-C September 29, 2006 17 lvaloo Street Suite 100 Somerville. MA 02143 City of Salem T 617 625 8315 Department of Planning and Community Development IF 617 626 8346 Salem, MA 01970 dsteinbergh@RCG-LLO.com www,RGO-LLC.com Dear Members of the Board: RCG LLC kindly requests a second hearing with the SRA during its October 11,2006 meeting in order review the proposed changes at 8-10 Barton Square and 247 Essex Street. As previously submitted, we propose to convert approximately 6,300 square feet of vacant commercial space into 5 residential apartments—two located on the second floor of 247 Essex Street and three located at B-10 Barton Square. The conversion of the second story office space at Fssex Street into two one-bedroom apartments will not require any changes to the exterior of the building. The three units with addresses at 8-10 Barton Square involve construction of a new exterior walkway and replacement of three existing windows with new doors. In addition, the changes include relocation of an existing dumpster, introduction of a trellis and landscaping, and lighting along the new walkway. The proposal received conditional approval at the Design Review Board's September 27, 2006 hearing. The conditions get by the DRS were: 1)Add window screening at exposed locations, 2) Raise the trellis height to align with storefront. and 3)Add lighting at the trellis. We received a verbal approval on 9/29/06 of the window screening as proposed in the attached drawings. We satisfy parking requirements for the new units between one space on site and seven offsite within a 1,000-foot radius at the 76 Lafayette Street parking lot, which is controlled by affiliates of RCG. We have attached a diagram showing the offisite parking spaces in relation to the proposed units. The conversion is expected to take 3-6 months from the start of construction to occupancy and will be managed by RCG. We anticipate beginning construction as soon as approvals are in place. Enclosed please find the following documents. • Letter of Permission from Peabody Block LLC(the property owner)to RCG ILLC. • Revised drawings denoting the proposed improvements. • Revised building Elevations denoting proposed improvements. • Color Xerox image of Actual Materials and Colors being used(tan stucco, white paint and sealed ipe wmd decking and trellis). • Photograph of existing building front and contextual photographs showing the surrounding buildings. • Revised architectural renderings of the proposed changes • Revised information on the doors. decking, trellis, mailboxes, lighting and window treatment. I A diagram of the relationship of the parking spaces to the proposed units. Thank you for your consideration, David Steinbergh RCG LLC 2 Peabody Block LLC cto RCG LLC 17 Ivaloo Street Suite 100 Somerville, MA 02143 T 617 625 8315 F 617 625 8345 August 31,2006 City of Salem Department of Planning and Community Development Salem, MA 0 1970 To Whom It May Concern: Peabody Block LLC, owner of the building with addresses 118— 128 Washington Street, 247 Essex Street, and 8-10 Barton Square in Salem, MA hereby grants permission to RCG LLC to act on its behalf in petitioning the City for approval of changes to the above noted building. RCG LLC has authority to act on behalf of Peabody Block LLC in all negotiations and interactions with the City. Sincerely, a/e,7( Al - AAA�11 Alex Steinbergh, Manager Salem Redevelopment Authority SALEM REDEVELOPMENT AUTHORITY DECISION October 11, 2006 120 Washington Street (Peabody BlocW — Review of proposed minor exterior changes to the rear of 120 Washington Street. SRA DECISION: At their meeting on October 11, 2006, the SRA voted to approve the DRB recommendation with the stated conditions that are reflected in the revised drawings submitted to the SRA dated October 11, 2006. RECOMMENDATION: At their meeting on September 27, 2006, the DRB voted to recommend approval of the proposed exterior changes with the following conditions: • The trellis should either be moved higher or lower on the building to align better with the windows; • The design should include lighting either on the wall beneath the trellis or in the ground under the trellis; and • A window treatment, such as a shutter, should be included in the large window on Barton Square and at the second floor unit on Essex Street. This treatment should be proposed and reviewed by Michael Blier, as a representative of the DRB. PROPOSAL: The project includes a renovation of the rear of the Peabody Block (120 Washington Street) to accommodate 5 new residential units —two located on the second floor of 247 Essex Street and three located at 8-10 Barton Square. The renovations are shown in plans submitted to the SRA/DRB on September 1, 2006 and include the construction of a new exterior walkway,replacement of three existing windows with doors, relocation of the dumpster, installation of a trellis,landscaping and new lighting- 120 Wash 'ington Street SRA Submittal Package September 1 , 2006 z LI Ld It Li z RCG LLC W U) 0 t! Barton Square units CO UP 1 Mailbox Existing storefront to rLL�-2 BR-TH at remain F U) X UP Retail (1) 2 Mailboxes I F- U) I ! —E] I U C:3 (n A --4-771, -- Common LLJ illllllw� Area DN New steps to LA New walkw walkway UP New trellis on existing dumpster pad Line of Essex Mailboxes Street units above z New planting bed Existing pad foundation walls raised to allow for Existing Parking- planting beds 9 Spaces Proposed dumpster — location Existing electrical box Existing HVAC unit LLJ z Site Plan 120 Washington St. September 1, 2006 1/16" = V-O" 88'-7 1/4" Dipin 19 I jq L Bedroom UP 14 x 94 6 NI-4 0 12'-9"x 9'-11 Uni - up' . LM-ff 2 BR!TH 7517 1453 SF Dining Room Kitchen --- Kitchen 13'-4"x 9'-T 9'-Y x 1 0'-j 0,, F1 F i MIN 9'-2"x 9'-6" F�7 t LL��L� (n CI4 F- L Living Room LI Unit 2 19*-2"x 10'-5" W Living Room L 2 BR Flat 24'-Y x 'IT-T UP 1040 SF E Bedroom U 14'-0"x 9'-10" Align walls with existing 2nd floor Ld opening above W w z 3: Barton Square - First Floor Plan 120 Washington St. September 1 , 2006 1/8" = 1 1-01, 1 88'-7 1M" --f %J Bedroom 3D 0 f7l f7i 1 '-9"X 9'-11 I_j C= DIN z n hvac Dining Roo I W, Kitchen IT-41"x 9'-T g'-2"x 9'-6" Unit I 2BR-TH N ,2nd floo, LI Living Room Unit 3 19'-2"x 10'-5" 2 BIR Flat F-- 1118 SF Bedroom 9-� W�xl 3'-4" Bedroom Bedroom LI 13-4"x 12:2"' N 14'-0" x 9'-10" Align walls with existing 2nd floor opening above Egress Corridor F- W F- z 3: Barton Square - Second Floor Plan 120 Washington St. September 1 , 2006 1/8" = 1'-0" 51'-8" FDashed line denotes location of skylight above -T Dining Roo Living Room 0 0 8'-T x 1 U-13" I'V-0"X I T-11 E:1 Un it 5 Bedroom 1 BR Flat 13'-2"x 1 V-8" Kitchen 754 SF 8'-2"'X 9'-1 Retail Common L Common Area Area Unit 4 C� i+ BR Flat CorndE, 978 SF 1-1 ss r jor Living Room Study 16'-0"x 10'-10" Existing stairs and -8"x 10'-8" walls to remain 1 > - I 2 Mailboxes Bedroom Stairs L—j IT-1 0"x 1 V-1 0" 1 z Comrr A re ;a,Dining Room -, .�ojT 10'-2"x 9'-1 7 Kitchen LI . M� �9. Common T-11 1 x 9'-9" W UP Area T a 0 0 U Dashed line denotes Line of Essex Street location of skylight above units above SRA - First Floor Plan -SRA Second Floor Plan W 1/8" = V-0" V-01. III (j] It z 3: Essex Street - First and Second Floor Plan 120 Washington St. September 1 , 2006 1/8" = 1, Line of existing egress corridor beyond Roof Line of existing building Existing brick beyond to remain Second Floor - B rtonSAuare Extent of exterior work 12' - 6" z Existing storefront to New tre lis on existing U) remain dumpster pad V &T-or 0,0,0, LV '7- Existing electrical box LI 1 Mailbox 2 Mailboxes W First Floor - Barton New steps to walkway ISquare Proposed dumpster Existing HVAC unit u uu""5'�' location beyond LI Q�—O' - 0., Grade 7� 7 --2' - 10 Existing pad foundation walls raised to allow for planting beds, stucco finish to be applied to existing and new walls. Ln New planting bed w z 3r Barton Square - Front Elevation 120 Washington St. September 1 , 2006 1/8- = 1'-0-4 New Pella Architectural Series 6-panel premium steel door painted white w/ Existing brick to remain custom transom light above Roof —25' - 9' Extent of exterior work Existing storefront to remain Second Floor- f--- New railing to match LIk Barton Square existuin railinn at adia ent J "RU 12t - 61- balcony in style and color New trellis on existing . . . . . . . .,4 bal 0 n r t dumpster pad. Post and beams to be painted white. Horizontal slats to be sealed'lpe'. k First Floor - Barton sealed Squa ew walk, 0, - 01, tL 11 1 od. See enclosed --- Grade mage and description Z -Z - 10,, J77� 2 Mailboxes --Newwalk �vak-trirn New planting bed and bracing.to'be'. . -pai�ted wbit6- New'lpe' steps to LI walkway Ld Lo�e, G rade -1-2 _ 1 u Existing pad foundation Adjacent balcony and walls raised to allow for railing. See enclosed planting beds. Stucco finish 'Existing conditions Photo'. to be applied to existing New Hubbardton Forge walls and new raised walls. #30-5893 16" Banded Ld Outdoor Sconce Lo Z Barton Square - Side Elevation 120 Washington St. September 1, 2006 1/8" = V-0-- . ...................... ......... ------- LI lips a 46MOOM LI Ur"r1w IM w no me III M 011 "Won IRIONI i!lll Ll It w w Ix F- In 13� w z Barton Square Perspecti-ve 1 120 Washington St. September 1 , 2006 1 oil now now z IF- ul Ll as w F- AwAn Ll F- w w E F- w F- z 3: Barton Square Perspective 2 120 Washington St. September 1 , 2006 mom M 'w W IMM IMM OR oll one all Pon z a a 1"910 LI Ld LI Ld Ld LO I Ld z Barton Street facing Stairs & Trellis 120 Washington St. September 1 , 2006 ACJIM---�g mill 11,0 -;.Or z its ell LI 4.. abgff�, _2 Rolm, It Proposed dumpster location w z Barton Square - Exisiting Conditions Photos 120 Washington St. September 1, 2006 AT!- w FOR RENT ill-525 8315 46- MEF Adl� man w w LO a Li F- z Barton Square & Essex St. - Exisiting Conditions Photos 120 Washington St. September 1 , 2006 1 120 Washington Street SRA Submittal Package September 15, 2006 z LI w L) w RCG LLC Barton Square units CO C -UP 0 U Retail 1 Mailbox I Existing Unit 1 Unit 2 1571 SF U) X storefront to 671 SF 952 SF remain FIboxe 0) 2 Mailboxes New steps to I DN Newwalkway walkway New trellis on existrig durripster pad t, Line of Essex Common Stair 3—/ 1-9 Street units above 196 SF New planting bed Existing pad foundation walls raised to allowfor planting beds Existing Parking- 9 Spaces Proposed clumpster location Existing electrical box Existing HVAC unit z SRA- Site Plan LI 1/16" 1'-0" U "EWDERBVS-r. Id 0 W U) 11 --� 1, E) V-4 N� Site Ld pc� i.- rking z L Locus plan Tor Parking 1 1.1= 300'-0" qDODGE ST. Site Plan �7 120 Washington St. September 15, 2006 As indicated 88'-7 1/4" Dipilng,ROOM Bedroom UP 14 1 x 9'-4" rl r] 12-9"x 9'-11 IT R] BR-TH 13- to C:= U' P' 2Unft' F-'4] I 1453 SF Kitchen Dining Room z 9'-Y x 10'-10.1 Kitchen 13'4"x 9'-7" 9'-2"x 9'-6" LJI LI 04 Living Room Unit 2 19'-2"x 10'-5" Living Room 2 SR Flat F 24'-3"x 12'-2" UP 1040 SF 11 -< 14'-0" x 9'-10" Bedroom Afign walls with existing 2nd flooT opening above Ul ly w z 3: Barton Square - First Floor Plan 120 Washington St. September 1 � 2006 1/8" = 1 P-0" 88'-7 1/4" %J Bedroom E;--] f7l n 1 -91.x 9'-11 13- 1 Fli h IDN ri, Dining Room z Kitchen I T-4"x 9'-7" 9'-2"x 9'-6" Unit I Ll (2nd floor) 2 BR-TH U Unit 3 Living Room w 2 BR Flat 19'-2"x 10'-5" Bedroom 1 118 SF 91-10..x 13'-4" Bedroom Bedroom 13'-4"x 12-2" El N 11 x 9,-10" Ll 1 14'-0 Align valls with udsting 2nd floor opening 2bove Egress Corridor w z 3: Barton Square - Second Floor Plan 120 Washington St. September 1, 2006 1/8" = 1 0- 51,-B" Dashed line denotes location of skylight above Dining Room Living Room 00 8'-7"x 10'-6" 14'-0"x IT-11" 0 Unit 5 Bedroom I BR Flat 1 T-2"x 1 V-8" itche n 754 SF x 9-1" Retail I/ Common Common Area Area Unit 4 C� 1+ ER Flat Egress 978 SF Corridor Study Living Room Existing stairs and .6-8"x 10'-8" 16-0"x 1 U-1 0" walls to remain > 2 Mailboxes Bedroom Stairs 13-10"x 1 V-1 0" U J� ning Room jLitchen LI 1ph x 9�9. 3'-11 x 9'-9" W rea EL Dashed line denotes Line of Essex Street location of skylight above units above SRA-First Floor Plan SRA- Second Floor Plan W 1/8"= 1 1-01, W -0 W z Essex Street - First and Second Floor Plan 120 Wash-ington St. September 1, 2006 1/81, = 1 1-01, 1 Line of existing egress Roof corridor beyond Line of existing building Existing brick 7n I beyond to remain Second Floor- Barton Square ExteTft uf exterior work z Existing storefront to New trellis on existing U1 remain dumpster pad Existing electrical box L) 1 Mailbox 2 Mailboxes Ld First Floor - Barton New steps to walkway Isquare Proposed dumpster Existing HVAC unit 01 - 01, location beyond Ll rh Grade JL Existing pad foundation walls raised to allow for planting beds, stucco finish to be applied to existing and new walls. New planting bed ry z 3: Barton Square - Front Elevation 120 Washington St. September 1 , 2006 1/8" = 11-01, New Pella Architectural Series 6-panel premium steel door painted white w/ Existing brick to remain custom transom light above Roof 25' - 0" Extent of exterior work A&V Existing storefront to remain Second-Floor- New railing to match (A Barton Square existin railing�atqdjacmn�t -4 V-7 1—Z - 6" balcony in style; 3 or 3110 New trellis on existing dumpster pad. Post and beams to be painted white. Horizontal slats FLM to be sealed'lpe'. OF First Floor - Barton Squall ei�walkway to be sealed 0. _IJ —01, 4M �Wv— Grade im I age and descri ti, Z -2' - 10" Jv- 2 Mailboxes .New walkway trim and bracing to be New planting bed 'painted White New'lpe'steps to walkway -T Lower Grade U Existing pad foundation Adjacent balcony and walls raised to allow for railing. See enclosed planting beds. Stucco finish Existing Conditions Photo'. to be applied to existing New Hubbardton Forge walls and new raised walls, W 313-5893 16"Banded Outdoor Sconce W Z Barton Square - Side Elevation 120 Washington St. September 1, 2006 1/8" = 1--0-' z I xbw O"M IN, Ll 'in w Ll a Ld a F- w F- z Barton Square Perspective 1 120 Washington St. September 1, 2006 1 in n if 7 It Ll AWANA Ll Efl ly w 1-- z 3� Barton Square Perspective 2 -120 Washington St. September 1 , 2006 1 ---ww Isom III Non r z ul L1 Ld Id LO a hi z Barton Street facing Stairs & Trellis 120 Washington St. September 1 , 2006 a MOM, Ask 100 z Ln Sao U T 11ML Li Proposed dumpster location U] a Ll z Barton Square - Exisiting Conditions Photos 120 Washington St. September 1, 2006 N J: A7 Lr) MI , li Ul I Ld FOR RENT Intl Ll 77� Ld 1h Li I-- z 3: Barton Square & Essex St. - Exisiting Conditions Photos 120 Washington St. September 1, 2006 a 120 Washington Street SRA Submittal Package October 11 2006 Ln U Ld T U I w w U1 a w z RCG LLC Barton Square units 100 0981 SF 1 Mailbox Existing Unit Unit 2 C0 storefront to X U Mailboxes a) remain 1620 SF 1099 SF 2 Mailboxes DN 9— Newstepsto Newwalkway walkway - —--------------------- �ni 3 UP New trellis on existing 80 SF Common Stair dumpster pad Line of Essex New planting bed F Street units above 240 SIF Existing pad — foundation walls raised to allow for Existing Parking- planting beds 9 Spaces Proposed dumpster it 21 L S F 11 loration Existing electrical box Existing HVAC unit MUDLi SRA- Site Plan 1/16" V-0" 0. NEWDERSyS,i,� Ld 0 W G) WME Off Site Parking z Locus plan for Parking ill = 300'-0" DODGE ST. Site Plan 120 Washington Street October 11, 2006 As indicated Dipiln, oom qR Bedroom 14 x 9'-4" M M 1 -9"x 9,-11 C ;Kj p F—I 1:1 Unit 1 U 2Kitche Dining Room 1620 SF 9.-d�x_10,-10 Kitrhen 134"x 9'-7" 9'-2"x 9'-6" Unit 2 1099 .SF UvinQ Room Living Room LI 1 V-2"x 1 M-5" 24'-3"x 12'-2" —UP— i III t Bedroom 80 14'-0"x 9'-10" H LI Ld F- DN F Ej ry Ld w 0� F- in z 3: Barton Square - First Floor Plan 120 Washington Street OCtober 11, 2006 1/8" = 1'-0" Bedroom 12'-9"x 9'-' 1 4z � C226 ining Room Unit 1 (2nd floo Ixg*-6 FIL F -1, 1620 SF it I 9S Bedroom I I 91 F -10"x 13'-4" Bedroom 114 Bedroom 14'-0" 13'-4"x 12-2" El DN rx9'-10" F- P9— Li Li U) z 3: Barton Square - Second Floor Plan 120 Washington Street October 11, 2006 1/8" = V-01. Lj eew I I � Dininq Room 0 8'-T x 10'-6" Living Room 14'-0"x IT-l" Kite en El �e PPI Bedroom '-2 x unit 4 Retail IT-2"x 1 V-8" 832 SF 1981 SF Ij mon Stair 3 0 104 Unit 5 1053 SF L I Livino Room r--- 17'4"x 14'-6" Ul Study 6'-8"x10'-8" Bedroom w IL--- -J1 47LIX 11--6-x 14--1 )Dinina Rou", 1 V-1 0"x 91-01. LI It Common Stair 3 IHI Kitchen < OS 1,�7. UP inmon Stair 3 240 SF w w z Essex Street - First and-Second Floor Plan 120 Washington Street October 11, 2006 1/ Line of existing egress comdor beyond Roof u Line of existing building Existing brick beyond to remain LI - Second Floor- Barton Square Extent of exterior work Existing X. . . . . . . . . . . . . . . . . . . storefront to remain New trellis on existing Line of'modesty' dumpster pad ox screen 2 Mailboxes Existing electrical b LI W 1 Mailbox - First Floor- New steps to walkway F- quare Proposed dumpster rh Barto S Existing HVAC unit U location beyond VC7 It �.Grade -2 - 10" 7 Existing pad foundation walls raised to allow for planting beds,stucco finish to be applied to existing and new walls. New planting bed z 3: Barton Square - Front Elevation 120 Washington Street October 11, 2006 1/8 New Pella Architectural Series 6-panel premium steel door painted white w/ Existing brick to remain custom transom light above Roof —2 5--'--_0_" Extent of exterior work Existing storefront ----------- to remain Second Level - Second Floor- In' Ne I Egren r% Barton Square . . . exi iiacent 1 1 14' - 1 %7--12' - 6" balcony in style and color New trellis on existing . . . . . . . . . . . .. dumpster pad. Post and beams to be painted white. Horizontal slats to be sealed'lpe'. Exterior lighting - First Floor- Barton Sguare Newwalk— tobesealed way�— ncl s Ipe'wood. See�eecl P 0 s ptlo Grade I Jescription loll 4M0 lM, 2 Mailboxes .77 New planting bed ewwalkway trim lind.bracing-to, be, New'lpe'steps to IIP.ainted while- LI walkway Lorr Grade IRLI/ -12 - 101, 3: LI Existing pad foundation Adjacent balcony and walls raised to allow for railing. See enclosed planting beds. Stucco finish 'Existing Conditions Photo'. to be applied to existing walls and new raised walls. New Hubbardton Forge #30-5893 16" Banded Outdoor Sconce U) z 3: -Barton Square - Side Elevation 120 Washington Street October 11, 2006 1/81, IT11 I Lfl *malls 40now Ll w NMI iii i Ll &M Ln a w z 3: Barton Square Perspective 1 120 Washington Street October 11, 2006 1 : 1 0 JIMMI[.......15,01! Li F- w Li z Barton Square Perspective 2 120 Washington Street October 11, 2006 1 : 1 En F- r LI w F- a ME F- F Ul a w z Barton Street facing Stairs & Trellis 120 Washington Street October 11 2006 0 0- A� all Ll JL� Ll MINIM Lj Proposed dumpster location F- z Barton Square - Exisiting Conditions Photos 120 Washington Street October 11, 2006 Wo wells git EWI FOR RENT Ld U) z Barton Square & Essex St. - Exisiting Conditions Photos 120 Washington Street October 11, 2006 1 beyorld LmofemtsuV uis&g D Li b.OdiVb*.A LI bdagebc�Abox NewWellhanumtng r-------------- ---- I E�isb, dumosiss OW I ftps�d..Pstsr �Om -7 stsmfmt I New S�ev,t,walk" I L----------------- — j Proposed Perspective Proposed Elevation Ww Om"bed ExafiN HVAC uA b,,,-d 2 M.I��.s u J; UB New steps b wa"ay— Nm�.ne.d,— &�psw d New p�"bed rz� b"padfovdafion-- alis,a�tDaBawf, v�wtng beds Existing Parking VZ F..d sase� wnftofpmposedpwd — --- ------------ �Ofem"P� ftp�6 ysd tt bad d�W bcsfion Exis"eiec"box BisUq HVAC�M W z Existing Condition Proposed Plan 120 Washington Street Dumpster Relocafton Barton Square units E7777 17� ��rr L- rup� 0 1 M — 0981 SF I Mailbox Existing storefront to 5 Unit 1 Ell Unit 2 Cf) Mailboxes remain 1620 SF 1099 SF 2 Mailboxes LL U) W DN� New steps to walkway Unit 3 New walkway UP 80 SF New trellis on existing dumpster pad Line of Essex Common Stair 3 New planting bed 1 on site parking Street units above 240 SF Existing pad space foundation walls raised to allow for Existing Parking- planting beds 9 Spaces Proposed dumpster location TMallboxje, Up Existing electrical b ox Existing HVAC unit SRA-Site Plan 1/16" V-0" U DODGE T LL— W 2 �:4 0 4 Off Site I M Ln Parking spnrx-.F� W V 7 z Locus plan for Parking 1 300'-0" Site Plan 120 Washington Street November 30, 2006 As indicated Windows, Dumpster, Roof Deck, and Front Entrance Walkway (Small Project Review ) -2017 Pak'ntainer-" Portable, Economical Self-Contained Compactor/Container A —B Total Capacity 3 4 5 or 6 cy 3 3 1.3 8 o 4 6 in Compactor Capacity 0.5 cy 4 m' Clear Top Opening 46"W x 22 "L I I 68mm x 572mm Ram Face Size 48'W x 20H 121 9mm x 508mm C 3 cy FL 4 cy FL 5 cy F FZ RL L 6cy L .185C Total 2.600 lbs, 2.700 lbs. 2 0 lbs [2 7!501bs. 3.64cY0 lbs. Weights (1179 kgj (12254) it 293 kg) 111338 kgl I l 1542 kg� Uft 2,300 Its, 2.400 lbs. 2.550 lbs 12 650 lbs 1 3,100 Ris Weights i1043kg) (1089tg) 0 157 kg) (1406 kg) A a C D Weight Li�j MPT-6 RL 148 78, 84 32 3,400 lbs t377>mmi 11981mm) (2140mm) (835mm) (1542 kg) Cycle Time '18 Sec 28 sec. 78 ;' 81 �' 59 " 32 ' 2.600 Iths. Force 19.800 101 88 kN MPT-3 Fl. (2DO3mmj (2076mml (1 505mm) (835mm) 0 179 kqi Ram Face Pressure 20.6 lisi 142 We MPT-4 FL 84 " 81"' 651.* 32 ' 2.700 lbs Ram Penetration I 343mm (2156man (2076mm) J1657mm) (835mM 0 225 kg) 90 81"1, 71'r-.* 32 2.850 lbs. Motor 3 hp 2.24 kW MPT-5 Fl. t2308mm) (2076mm) (1810man 0335mm) (1293 kgj P Pressum 81 77 32 2.950 Itis Ump 3 gpm 11.4 Umin MPT-6 FL '6 2400 psi 156 bar A t24 mml (2076mm) (1962mmi 0335min) (1338 kg) Cylinder Bore 2. "a 64mm Cylinder Rod 1""Q 32mm Cylinder Shaft 18'A 470mm Reservoir 5 gal 19 liters Compactor Rental and Leasing Programs Available For detailed specifications,recommendations,or free economic studies comparing various systems.contact Marathon's Technical Specialist at For Product Literature,call 1-800-269-7237, aRAMJET Maguire Equipment Inc. PO Box 13 TO Readville, MA 02137 617-3644930 Y Fax: 617-364-7014 Email: magequiplrq'�aol.com mix Pape,fro. sponSIble WUM" FSC FSC-C002796 Supermarkets �4. TRASH COLLECTION Restaurants Marathon's Pak'ntaiinerO" (MPT) Hospitals Available in 3, 41 5, and 6 Cubic Yard Clinics Front-Load and 6 Cubic Yard Rear- Nursing Homes Load Models Shopping Centers Hctels Inflight Kitchens Malls Manufacturing Facilities Schools Marathon's PaWntainer is a portable and economical self-contained compactor/container with remote power pack. Its designed for compacting and containing wet or d'y waste and simplifying waste dumping. The Pak'ntainer helps maintain a sanitary enviropmeit,while saving money, for those generating as little as 20 cubic yards of refuse a week.Place :he PaWntainei wherever needed,whenever nee-led—temporarily or permarently— io anchoring, no concrete pad, no special surfaces required. It can be used alone oi to'fill the gap"in combination with other units. The container�s tapered to achieve superior compaction ratios and aid waste ejection,which eliminates excessive wear and tear on collection tru-ks.LiquiJ-tight construction helps ensure a sanitary environment.The drain enables water to De removed,lowering disposal costs. RANJEr 41 9, Decking Dimensions ptions &Accessore7s Installation Help Warranty &Care Cil �_)Ptions N Acce s s(D r i e s AZEK PVC Decking trim.and accessories are designed to provide a professional quality,finishing touch to your decx FUSIONLocO Fastener Cortex's Fastener AZEK Fascia FUSIONLoc is a best in class collated hidden CORTEX provides a discrete.hidden fastening Gwe your deck a finishing touch The surface fastening system engineered for strength and solution for perimeter boards and stairs When texture is representative of a traditional w000 speed installation is a simple.one-step combined with FUSIONLoc,homeowners can arain and is manufactured without the process.view the FUSIONLoc installation video achieve a comptete hidden fastening solution for hand-scraped t"ture here the entire deck surface I I D=Ckl-g D mer,�10-ls Options &Accessories Installation Help Warranty & Care 13. DECKING De I I-I�0 Di m e r� i All deck bDard5 a,e 5 112' Silver OakO HazetwoodO AraciaO • Saua,shouldered lengths, 16' 1 10' * Square shouldered Lengths 16* 1 20' - SCUare Shouldered tenqthS 16' 1 20' • Grooved Lengths 12' 1 16' 1 20 - Grooved lengths 12' 1 16' 1 20' a Grooveo Lengths 12' 1 16' 20' • Pascia(IY?'x 11 314*1 12' - Fascia(111"x 11 3/4'� 12' - Pasc,a(112'x 11 J/4') 12' Moradog Brazitian Walnut Mountair.Redwood" • Square shouldered tengits 16' 1 20' - Square shouldered lengths 16' 1 20' - �quae BhouLdered lenath5 16' 1 20' • Grooved(eno-hs 12' 1 16' 1 20' - Grooved Lengths 1" 1 16P 1 20- - Grooved Lengths 12' 1 16' 1 20' • Fascia 1112'x 11 3!4") 12' - Fascia(112"x 11 3/4-1 12' - Fa5e,a 1112'x 11 3/4') 12' OLLWD&OLLWU LED Wall Cylinder Light PHOTOMETRICS To see complete photometric reports or download Jes files for this product,visit Lithonia Lighting's Outdoor LED homelpage Tested in accordance with IESNA LM-79 and LM-80 standards. OLLIND POIh,,Candela Distributiorl IN'L70'Be ISr 140- is CD,0 70� YAt P Ir OLLWIJ Mar Candirle Diptributivin 1W Ito 1100 1W 71 lip IV YAW W M.Ctcn.St M-90-H OLLWD OLLWU lighting facts ighting facts Light Output(Lumi,rist 533 Light Output Lumens) 947 W.Hii 9.1 won. 14 L.... 58.63 p.r Wain 67.64 70 70 'Rig FA L1roL1,a*v1A Llaffnivait OLLWO-OLLWU A n�MwltliBrands Ca7p&V DECORATIVE INDOOR&OUTDOOR: One Lbonia Way Corners,GA 30012 phone: 1-800-279-8041 wiwifithartaxw it�2012-2017 AWN Brands Ughgng,Inc. All fights reserwil. Rev.05103/17 12. LIGHTING fA L 1r)V al VIA L A 9,0 Vr/J VO Numb" loles FEATURES&SPEICIFICATIONS Type INTENDED USE Provides,years of maintenance-free illumination for outdoor use in residential&commercial applications. Ideal for applications such as lighting walkways and stairways forsalety and security. Outdoor General Purpose CONSTRUCTION Cast-aluminum housing with comosJon-virsistant paint in either dark bronze or white finish. ADAcumpliamt. LLWD & OLLWU OPTICS LED WALL CYLI N DER LIG HT 4000K CCT LEDs. Polycarbonate lens protects the LED from moisture,dirt and other contaminants. MAINTENANCE:The LED will deliver 70%of its initial lumens at 50,000 hour average LED life.Set Lighting Facts label OR page 2 for perfinnancederalls. ELECTRICAL MVOLT driver operates on any line voinge from 120-277V Operating temperature 3&Cto4O0C. IKV surge protection standard. INSTALLATION Surface mounts to universal junction box(provided by othen). LISTINGS UL Usted to U.S.and Canadian safety standards for wet locations. Tested in accordance with IESNA LM-79 and LM-80 standards. WARRANTY—5-year I imiled warranty.Complete warranty terms located at a w".awitybrand5.com/CustomerRmwi(es/Terms and conditions.asoc Actual performance may differ as a result of end-user environment and application. All values are design or typical values,measured under laboratory conditions at 25'C. specifications Note:Specifications subject to change without notice. All dimensions am inches(mirifirrieters) 3.11116 (%1 4) 5,16 45/16 (11s) 5-7/8 (15.01 8 (203) For shortest lead times,configure products using bolded options. Example:OLLWD LED P1 40K MVOLT DD8 Series Performanineleackage (olortempoature(CICT) Voltage Flobb Pi 40K 4000K DOB Dark bronze OLLWULED UpItclownlight 120 120 Not" I Only available with OLLWU and u one. DECORATIVE INDOOR&OUTDOOR OLLWD-)LLWU Thermal Performance (Tribute Double Hung) For the most up to date structural and thermal performance values,as well as other product specifications,visit harveyloo.com. Glazing U-Factor SHGC Visible Light ENERGY STAR Compliance Transmittance High Performance Pkg 0.17 0.24 0.44 N,NC,SC,S IStandard Double Low-E/Argon* 0.25 0.29 0.52 N. NC *Surpasses ENERGY STAR requirements ENERGY STAR:This package includes everything that is needed for a product to meet ENERGY STAR requirements.Glazing,gas,glass thickness,etc,will very by Window and usually includes Low-E coating and Argon gas.This glazing package dM qualify for ENERGY STAR. 11-flactor measures the rate of non-solar heat transfer from one side of the window to the other.Heat transfer Implies both heat About Harvey Building Products loss out of a living space during cold weather and non-solar heat gain during hot summer months.The lower the J-factor,the better the performance. Harvey has built a solid reputation as a leading manufacturer and Solar Heat Gain Coefficient(SHGC)measures how well a distributor of quality building products. A privately owned and operated product blocks heat from the sun.The lower the SHGC,the better a product is at blocking unwanted heat gain. business with over 50 years' experience, Harvey Building Products is visible Transmittance ffn measures how much light comes known for outstanding craftsmanship and superior service as well as through a product.The higher the VT,the mom light that comes through. standing behind every product we make, In addition to manufacturing High Performance Package This package is available on our durable, attractive windows, doors and porch enclosures, Harvey distributes premium Tribute windows as well as select accessory windows. it incorporates triple glazing and krypton gas for maximum a full line of highly respected building products to professional contractors energy efficiency.This glazing package eac ENERGY STAR and builders throughout the Northeast. requirements. We understand what lit takes to be part of your homeP 20 YEARS Harvey Building Products 1400 Main Street Waltham,MA 02451-1623 USA LIFFIFIME 800-911ARVEY(800-942-7839) BUILDING PRODUCTS Information about Harvey Building Products and our products and services can be found at harveybp.com. Follow us: All representations of colors andlor finishes In this brochure are mechanically reproduced and may vary from the actual product. 16-015 Exterior Finishes a a 8 a a 0 a Amazon Green Backwood Black Dark Bronze/ Buff Burgundy Cashmere Clay Copper Majesty Bronze a a a a a 8 Cranberry Fire Engine Red Forest Green Grey Harvey Almonc Medium Bronze/ Ivory Ivy Green Leaf Green Harvey Bronze a a a a a 8 a Old World Blue Sable Sandalwood Sandstone Silver Metallic Ti a Red Universal Brown Wedgewood Wicker BetterGrain" Interior Finishes a a BefterGran interior will not have limit latches. Red Cedar Dark Oak Grids Contoured GBG(Grids Between Glass) Simulated Divided Lites(SDL) Grid Configurations Color-matched grids are positioned For an even more dramatic and upscale look, choose the between the two pieces of glass, SDL grid system, SDL utilizes a pewter in-glass grid with H [I allowing for easy cleaning. vinyl grids applied on both the interior and exterior. Colonial Praide Custom configurations available Interior Trim Kits Exterior Casing Harvey interior trim kits To enhance the beauty of your provide quality workmanship Tribute window, Harvey also offers and a precision fit. Kits are maintenance-free vinyl exterior casing available in seven different for new construction applications. popular profile- ... ___ The factory-applied clear or primed pine. Colonial Windsor welded corners eliminates the need for 3"flat with 908 with sill noEe exterior caulking and produces a clean, sill nose Note:Interior trim and exterior casing available for new construction styles only. upscale look. Other trim and casing styles available.Ask your contractor for details. Locks & Lifts Applied Lift Handle Tribute features a low profile sash lock e.— (White is standard) to complement its sleek design. For added convenience when operating the window,optional integral or applied Low-profile Sash Lock Integral Lift Handle WhIle Brushed Nickel Oil-Rubbed white lift handles are available on the (White is standaro (White only) lower sash at no extra charge. Bronze Due to printing limitations,finishes and colors shown for representation or ly. Available for replacement or new construction applications,Tributee incorporates all the valuable qualities of Harvey vinyl windows and adds enhancements like standard ENERGY STAR glazing for outstanding thermal performance,a revolutionary dual-acting lock/fift latch for increased convenience. For the ultimate In energy efficiency, add our optional High Performance Package with triple glazing. Appearance 9 Standard integral handle on top sash 9 Attractive, low profile locks a Contoured sash and glazing bead provide a sleek, sophisticated design that emulates the traditional lines of a well-crafted wood window * Streamlined bottom sash With optional integral or applied lift handles in white at no extra charge 9 Available with BetterGrainO premium wood grain interior finish 9 All Tribute double hung windows Include Harvey Virtually Invisible Enhanced Window Screen(VIEWS)half screen Performance 9 Standard ENERGY STARG glazing surpasses ENERGY STAR qualifications with Double Low-UArgon and warm edge spacer system 9 Anti-theft ventilation limit latches for security while ventilating e Dual aLtori low profile sash lock with integrated bItANash feature eliminates the need for separate tilt latches High Performance Glazing Option Our most energy efficient glazing package incorporates foam-filled chambers and three panes of glass sealed with a warm edge spacer system for added performance and durability.Two panes of glass utilize Low-E coating,and both airspaces contain Krypton gas for superior energy savings. HARVEY BUILDING PRODUCTS TributeO PI,v,jjjjWM Replacement and New Construction Double Hung Windows �,j N it Structural Performance Data 18 WRal= RMW H., 5 43 W 12 GG I., P3, �Ms 2 77 0 1 1 11 t rw� 74 24� T,�W.ffim,bl.W,V,�--r sm,"d M 15 r� I Pa a 7nov is 24 No H4w H.M 42. y is 2."1 W.Co 1;,63 MY :rI W I :;MW �s ".5 72.F2 2AVd U 1 6700 M.93" 3ww.�--1.121dmw 762 .�1.-1 HR4_ ,JW �3.1 H4Le S-OM ..,=: .11.3:: 6r:.. 1 3** 1 0. �v 6. 75 10� �w Vw A�w 7 5-0. 331�w ?�2w 75:,9 MI A.ICX .42 0 �w 12, Iwo I S=& I goo :I�v 210 N w OPQ AP.CQ— J�m Vw�l Cammnt JSTC 34 A Q) 134�0- 1 CW4, 982 ;,0 1 0 �15 rPQ :.CQ Y.,4 C� OPS5 C� 2." 75 19 I.f a-so C i� C 0.31�w am CZ9D Es�36111'!-- sft� I I Cp3s F...d%.II C....W I ww 1 16= Na 0 2 w 0 va 1�w Mp!!4 001� ?52PO ?SI9,9 iF...d VftI C..� Tww. M 19PO 1PO 75 16'a CPU Lew $44b 535W 55 14 9� OP53 -zm Dw,o�,sh... 31�w 6 w Lw 47 67 jvwl� ST 0 31�W 292W 22 N v9 DPIS —7RIS 1�4�V.OftOmw.� lr,.w I* 2-L. sm'O 52OPW jlyeld�V�IRWIt�Wpn� 11M.Riq I U Dlt�W 543PO 37%pM H�L� Ii a 2MP9 22 57 PO �15 JVVIVIPM.�W.h.�T,�j 196.W I 2-Ld. 0 M�W S�PW I WOpo f 0 N ?sow 75wf I I 7� �24..�w H..Q 2.72 IMM"t �Rm R..,=-IV"�. 3 9,32 9"6 021�w ?�Pw 4271,0 3 Owly 32.51 0 32�v 9 ?1.1 W"I�.3 0" Tf�l results subject!o change Mto,d mlw�duo,In peak re+�WFU ,,,! olcmalor. pira- st- ,e.v,ynP�,n pro 348 FOCCOW 311117 Structural Performance Data - cont. 18 �.,w T.11 3 0 g;;; 0 17�A' I !4�Mf f 52 W p4l OM H RM 1 01 qw., vww F"L� ma�,, S-VW Va M' 143MI 31 C �11 F,," 31311 ID M Fir CpX ;A� 3 p$F 52 63�1 0� AP CiS A a wo� �m%%M jt��h 311 J,ps, 7$ �Wjj TW Iv 4�UIQ,Sq�F�a� sftv WA WA"K�M Ms.z. U J�b 2�4. to 2 3 1�. P�..C� !R-R"�P�. ILC-LWH IC.-C�—.w P�� P�.t TYW. ;H Z�%.D� A�PM.W 74� iF F�W�- �s.��W�W� ISO-Sh*,D� ec;j r,%z,,I!S 1 1, cp.,Igq,.V,,Ihou;f J.,;m 4,1,.t� HARVEY U1,awX1117 349 Vigilame Pictu I'do,... Single impact Resistant DP55/Wind Zone 3 FM.65 Only 0.01 c(nAe 8.35 psf SZ71 ps! D —Reelacement tram only I I I I 0 17 ctmM S. DP35 H-R35 Majesty Double Hung 44 x 75 Single Majesty Picture Window 54 �54 -'T § 0-11 cfn" 9 00 psf I 8Z50 psi DP55 F-LC55 Majesty C;awment 2 2 S!, 0.03 eftn/W 5.43 psf 1 37.59 pat DP25 C-1a.; Maiesty Fixed Casennent 3.13 psf 1 30.08 pst DP20 F-R20 Majesty Aming qQ I Q;' Notes: t Reinforced sash Sill Rise Extender will reduce clew opening height by 9/16" Vigilance Picture Window is available as a 3 1/4'replacement frame only, Legend: Product Une Describes that product line of windows and doors and provides the Name for that line. Unit Size Shows the overall Sim of the winclow tested to achieve the results listed. Configuration Indicates the window or door configuration,number of units anclior shape tested Air Infiltration A measure of a windows air flow passing through the window taken at 1.57 psf.(25 mph equivalent). Water Resistance A measure of a windows water performance or resistance to water entry expressed in Pat. Structural Test Pressure Overload pressure used during testing(1.5 x Design Prewure) Design Pressure(DP Rating) Overall structural performance rating for the subject window based on Air,Water and Structural performance Pat Pressure measurement=Pounds per square foot(LbsM C", — Air Infiltration measurement expressed in Cubic Feet/Minute I Square Foot of window Sinqle Indicates a single unit tested to achieve the results 2-Wide CJ Indicates window is a 2-Wide unit made In a Common Jamb configuration 3-Wido CJ Indicates winclaw is a 3-Wide unit made in a Common Jamlp configuration 2-Lite IndicMes,a 2-Lite winclow configuration on windaivs that can be 2 a 3 lacs 3-1-fte Indicates a 3-1-ite window configuration on windows that can be 2 or 3 lites Performance Clew IR-Residential Performance 2-DP15 ILC_ LjVh Commercial Performance �DP25 0 m C=t ercial Perfonmarice ProductType: H=Single or Double Hung window AP-Awning Projected Window C-Casairrient Window IF=FIxed Window HS=Horizontal Slider Window SD=Sliding Door ENG71 1 Rev.Fethnuwy 2,2017 HARVEY Structural Performance Data N ML BUILOINQ MIRODUC� Harvey Windows & Patio Doors Test MURS wbiect to change wilhotit not VI'lmlwWtltvimftm�tr�t"dmaM�.HMeybLP.Wm Product Une Unit Sim W x H Configuration water Structural Test Design Structural I I LAi��ttonl Resistance Pressure Pressure Rating ung 148 x 84 1 s2le 0.07 GfnVft2 5.43 pf 52.66 psf DPP35 50 142 x 77" S ngle 0.05 cfmiT12 7.52 psf 74.24 psf D H-L IN .rribute Double Hung Commercial 154 x 91 t Single 0.06 cftn4T2 6.06 pill 60.15 psf DP40 H-C40 46 x 77 Single 0.10 ctrrtfl? 6.06 Pat 60.15 pst OP40 H-LC40 46 x 60t- Single 0.08 ef"IM2 7.52 psf 75.24 psi OP50 H-R50 Classic Double Hung 42 x 77t- single 0.14 cfmflt2 7.52 list 75.24 psf DP50 H-LC50 72 x 63 2-Wide,CJ 0-16 cfrrilftz 8.36 Pat 6T70 Pat OP45 H-B45 72 x 72 2-Wide CJ 0.24 clim" 4.59 Pat 67.67 psf DP30 H-R30 96 x 63- 3-Wide CJ 0.21 CtMA'F 7.52 pst 60.19 pal DP40 H-R40_ 52.63 psi 42 x 77 Single 0,M dm/W 5-43 pal 5P H�MU 15 Slimline Double Hung&Single Hung 46:77 0 06 Chn" .06 Pat 45.11 PSI DP30 H-LC30 44 67t" 0.07 CI"Vft2 :.06 psf 60,19 W DP40 i+R40 x .0 140 63 0.03 cfnVW 7.52 2Ef 75.19 W OP50 H-M 48 x 32 Sing 12.12 ps! I 11 2�7,8ppsf DP7 AP-C75 x ,0' 7.52 at DP555 AP-LC55 Vmyl Aming 48 58 Sing:: lnif 8Z 64 x 32t Single 0.31 cfrrvv 7.52 psi 75,19 pet DP50 AP-LC5O 60 x 42 Single 0.31 cfwjw 12 12-f 60.19 Mi DP40 AP-M --T- 1,11ice,ustle Vinyl casement(STC 35&40) 136 x sot I Sk-Vlej 0.0-2 c-ftrVW 9.82 pel 1 82.71 psf OP55 36:80 Single 0 1?12 psf 60.15 pat DP40 EZ4 71 80 2-Wide GJ 0�0.' 12.12 psf 52,63 pst DP35 C-Q'6' 0 51 56 x 72 2-Wide CJ 0 04 cftnMF 1 Z12 psf 75.19 psi DP50 C-050 156 x 48 1 2-WiI*I C-1 0 04 cfm[W 12 12 plf 97.74 psf DP65 G-065 jAcoualic,Fbied Vinyl Casement Aming 41 x 78-t Single 0.01 chn'" 12-11 75.19 gist DP50 tSTC 35 40) 1 1 FO:80 Sftl 0 03 cfm/ftR 7.52 Pat 52 DM FZ5� DPW rd I Ateninig M 56 Singl: 0'02 dm/fi- 7.52 Pat 75�',�"PZ' 60 F-CM 146 X 60 sinnie C.01 cfnVtkt 12.12 psf so F-C40 rig over Fixed wtMull&CJ 165 x 77t !Stacked GJ-Mullj C.01�j� 7.52 psf 75.19 Pat DPSO I I it lFixed Vinyl Casement over Venting A"Ing 164 x 78t Stacked CJ 1 0.03 dmiV 1 7.52 Pat 1 75.19 psi DPSO Ap-LCSO I JV'snyl PW mulled oweir Venting Awning 164 x 78t I Stacked Mull 0.01 cinn" 7.52 psf 75.19 pet DP50 lVtnyl Picture Window 170 x 70 1 single 0.01 eftn" -Fg�psf 55.14 psf DP55 -F- TEjT--j lVinyll Designer Shape 164 x 64 1 Sing le 0.01 cftn" 6.90 psf 67.67 Pat DP45 lWelded Vinyl Deadifte 157 x 57 1 Single� U.01 CtMM2 2.92 psf 22.56 pslDPI� F-R15 e=VI�yl 172 x 62 1/2 1 2-1-ke O.D3 LfintW 6.06 pst 52.63 pal DP35 35 EC [Welded Vinyl Rolling Windiest 1120 x 62 1/2 3-Lite 0.07 eftnt(12 5.43 37.59 psf DP25 FtsL�C25 Fww V1 ,:,ling Window [Vlnyl Hopper Vnndois 148 x 32 1 Single 1 0.06 CIMM 1 2-93 psf I 22.ST;Wf I DP15 AP RIE� jVlnyl Patio Door(with or without Transom) 196 x 80(8M) 2-LAW 0-06 afirM 5.43 psf 1 52-63 psf DP35 967FM Vigilanm Patio Docir 96 x 96(8M) 2-Ute 0.04 CiMM2 7.50 Pat 75.00 pal DP50 SD- impact Resistant DP50/Wind Zone 4 1 Only I I lVigilance Double Hung 42 x-n Single 0.10cimm, 9-82 psi 105-W psi DP70 imped Resistant DP55/Wind Zone,3 Only I I I W�� Vigilance Awning 48 x 32 sl;�I� 0.01 Cfff" 7.52 pst 82.71 pst DP55 AP---1 Ime2vt Resistant DP55/Wind Zone 3 Ontir I I I LM Vigilarlea Casement 32 x 65 Single 0.02 dMM 9.82 psf 82.71 Pat -F-- Impact Resistant OP55 If Wind Zone,3 Only FS C CMI I ENG711 Re,I.Febwary 2.2017 Harvey Building Products Tribute Double Hung Replacement Frame Integral Lift Handle (1/2 Scale) O= 3 318- 2 5116" 21516, (1120) 3 718" - T— J 114" go 3 ,3/8' REV. 5111 AS 406 TELL A FRIEND (https://www.facebook.com/sharer/sharer.php?u=http://www.harveybp.com/our- products/windows/t(ibute-vinyl-double-hung-window/) q) (https://pinterest.com/pin/create/button/? uH=http://www.harveybp.com/our-products/windows/t6bute-vinyl-double-hung- window/&media=&description=Tribute+VinyI+Double+Hung+Window) V (https://twitter.com/intenVtweet? text=Tribute+Vinyl+Double+H ung+Window&url=http://www.harveybp.com/our- products/windows/tribute-vinyl-double-hung-window/) FEATURES HISTORIC REQUIREMENTS > ENERGY STAR@ glazing comes standard and surpasses ENERGY STAR qualifications with a ENERGYSTAR- > U-Factor of 0.25 OptJonal High Performance Package with triple NUMEROUS DESIGN OPTIONS > glazing available for a U-Factor of 0.17 Contoured sash and glazing bead provide a sleek, sophisticated design that emulates the traditional lines of a well-crafted wood window Attractive, dual-action sash lock with integrated tllt/wash feature eliminates the need for separate tilt latches 28 exterior paint color options • Available with BetterGrain@ premium woodgrain interior finish • Streamlined bottom sash, with optional integral or applied lift handles in white at no extra charge • Fiberglass screen included; upgrade options available • Ventilation limit latches that keep top or bottom sash partially open • Tribute High Performance Glazing Package is also available for Casement, Rolling, and select accessory windows FINISHES STANDARD VINYL COLORS White EXTERIOR FINISHES 11 . WINDOWS Tribute Vinyl Double Hung Window Harvey Tribute vinyl windows feature standard ENERGY STAR glazing and a revolutionary dual-acting lock/tilt latch for increased convenience. You want a great looking window that reflects all the care, style and pride you put into your home. You also want the highest possible energy efficiency. Harvey Trjbute�% vinyl double hung windows give you both with superior engineering and stunning good looks. Standard gla7ing on our Tribute windows surpasses ENERGY STAR qualifications. An optional High Performance Package is available for Tribute windows to provide the ultimate in energy savings. 1111111111"M MISUM PEABODY BLOCK RESIDENTIAL CONVERSION - SPEC BOOK Salem Design Review Board - 6-28-2017 1 . Windows 2. Lighting 3. Decking 4. Trash Salem AIIIINL Redevelopment Authority also provided design critique. I will confer with the Staff Planner that works with the Planning Board to compile those comments so that I can pass them to you. Salem Redevelopment Authority Staff Comments for July 12, 2017 SRA Meeting The enclosed materials reflect the original proposal, but the applicant indicated at the DRB meeting, that they are willing to return for final approval of the deck, and to implement the other two recommendations as noted above. In terms of the deck, the DRB had several comments; notably: 1. The railing should be set back further from the roof edge in order to provide privacy for both users of the deck, and patrons of restaurants and the park below. The railing's design should also be revised to present a thicker, more substantial appearance, which would also provide better privacy/screening for users of the deck. 2. The lighting fixtures should all be down lit; no string lights should be used. 3. Consider a wider opening (perhaps French doors) to the deck. Proposal The applicant plans to convert office space that is currently occupied by the City of Salem, into residential rental units. Enclosed are a cover letter, a plan set, photos, renderings, and specification sheets that details proposed resultant changes to the building's exterior. Proposed changes include: 1. Replacement of windows on floors two through four of the building —White, vinyl, simulated divided light Harvey Tribute Commercial Series. 2. A proposed roof deck on floor two, overlooking Lappin Park. It will be bordered with a railing made of pressure treated wood painted white (built to match existing Barton Square railing). Dowr light sconce fixtures and proposed string lights will provide light for the deck. The decking floor will be composite (Azek Arbor Series), silver oak finish. 3. A new trash enclosure will be installed in the rear parking area of the building. It will be made of 8' cedar panels, stained white. The applicant also notes that it will improve the front entrance of the building and fund the planting of two street trees in front of the property. Staff Comments for June 28, 2017 DRB Meeting On June 2, 2017 the Planning Board reviewed this proposal as a site plan review. It approved the project, including a condition for the applicant to provide funding for two street trees. As noted above, the applicant will comply with that condition. The Board Salem Redevelopment Authority Salem Redevelopment Authority Proposal July 12, 2017 120 Washington Street (Peabody Block LLC c/o RCG LLC): Discussion and vote on proposed replacement of windows, new roof deck, trash enclosure, and entryway improvements. SRA Decision At its meeting on July 12, 2017 the Salem Redevelopment Authority voted unanimously (5-0) to approve the proposed replacement of windows, new roof deck, trash enclosure, and entryway improvements at 120 Washington Street (Peabody Block LLC c/o RCG LLC), conditional upon the following: 1. That the applicant returns to the DRB and SRA for review and approval of detailed final drawings of the proposed deck area (deck, railing, privacy screening, and lighting). 2. That dark stain is used for the trash enclosure; not white. 3. That the front entry area be made to look different than the existing sidewalk area (i.e. concrete as presented may be used, but for instance, it should stamped in a different direction than the existing sidewalk). Recommendation At its meeting on June 28, 2017 the Design Review Board voted unanimously (5-0) to recommend approval of the proposed replacement of windows, new roof deck, trash enclosure, and entryway improvements at 120 Washington Street conditional upon the following: 4. That the applicant returns to the DRB for review and approval of detailed final drawings of the proposed deck area (deck, railing, and lighting). 5. That dark stain is used for the trash eiclosure; not white. 6. That the front entry area be made to look different than the existing sidewalk area (i.e. concrete as presented may be used, but for instance, it should stamped in a different direction than the existing sidewalk). PEABODY BLOCK RESIDENTIAL CONVERSION - DWGS Salem Design Review Board - 6-28-2017 ASSESSOR& MAP� LOT 4 sw tkz-,7��Z�� . REFERENCES-, DEED�1540!Z PACE 44J URCH KA IS69 MAN 118W GRA GRAje'1-10 r RECORD 00NER HAN HEZZMAW. TRUSTEE ALL ID or, NO I Ize -- t AM ----- NO MS.- riw REC'Smy USE ENC'. � P�- J9 41 -zz= 1)BUILDING OFFSETS 5YfOW AMEN ARE M CO9NCR OWCR`UNLESS --- *------ OWERINI NORED. CERTFY THAT T-t1S PLAN CONFORMS TO ME --------- -H� ILUES A 0 RECU1-ATLN4S THE RECISMRS MEDN 2 STORY 2)UNDEAGAGOWD UTUnfS SHOW AiEREON AW COM%IILD)FI?0V�49 OF 1 BRIM N AN LOZC4W&S OF SIRUCTURES AW"M AV�RECONO IN9WMAPON HA S BY FhLF AT�Tow EWINELNT oFFGE�. TOM DPW. All URUN 'I' my COIARARES ORRLR UNDERGROUND bOluws MAY rMST MIS PLAIN IS LOCUS MAP SCA�. I'-SOO, 2 STORY Nor pv�;WEZG To BE USED,POP oEsKAv�CONSFRuCRON PLANCURES BRICK 2 BRICK 3)Loc,nm�me sosm"a MAI RANRvAo TUNNEL SHOW STORY NEINEW WAS SEALED FRCN PLAN�5 OF f976 AND AN PLAN UV�. VIVHF 6F NA Y AND MA�AMP. AVS�AND MAINE RR� STA� w W+44 To STAPM�+24. DA�XWE Xt 1914, MAP IVM174.' RCG LLC NO INS)ANAINIENT SARHEY WAS BOME TO LOCAW SAID 7IRIA� THIS SURWYM4AFSW OEMAMINADOVAS TO�XPN. Z4FLOCAnONS SALEM REDEVELOPMENT -,Z z 1� AW IRONS OF ME SUPPORT NALLa AMIL My UMIPES SENTIGMAG OR zi AUTHORITY NNIN MID WNW1, DEED BULK 10670. PAM 384 17 Ivalm SmcctF Suite 100 Qs DEED BOOK 93S7, PAM 420 4)POCK NOW OF WE UNV�OAW COWWX VAULT WAS 097AN FROM Somcrville,M,A&,chuscua V143 'J�%ANAAM.A'ICI5 KE A PLAN CNAITLED, `SI�INEW PLAN. HEWACC PLAZA NEST ESSEX PRB, SMEEZ SALEOI, PREPALIZED FOR ME SALEM PLANNING DEPARWIEWT. POEPARED BY LSSI�X SURWY�RWCEa NC OAXO fEBRUARY 8, IMO' DA� PROFESSION&LAW SURW� MID PLAN IS ON Pa A THE CITY 0"SALEM MOIN�W DEPARTMENT /0", Jw 5)ACCESS TO DIF RGOF WAS NOT APAXAME OURNO �SLANIFY W HANCOCK .44 DEM7NIII IF ANY UAVRES AWVR ENCROACIWEN73 REMI -EUN-rk BUZOWSS MAY EXZ5K S-BANK SALEM, LLC MET X 146,7,146.7, fOY Y ASSOCIATES CAM -3 ----- ---- 1 6)ACCESS W ME BASEMENT HAS Nor AVIUCAME DURING ME SDR� AC44 A A LC. PLAN VWM M DCRER411W INE LOCA RONS 0'W COWA�VAUL r, UnU?&S ChHEIAW OR EVRNG TO AND ORCM �S�� AM RW t�MW P� 753 196t, J� B36 ACCESS M �BASEMENT AND INK)MArNAW ACCESS Civil Engineers 2 sr" s7sij-, ROOF AER.AN 74f L�POW BUILDING FCOHW ARE UNAWAIV p, 121 Land Surveyors BTFUMINOUS J -�z T 3 STORY PARKING LOT r,Ns� BRICK BRICK y STUCCO Lndscape Architects w PARCEL 11 FIRST F $0 a.. 0 G Environmental 9 Consultants 2 STORY STORY '111 If 8.0 BRIM I 4 EN LK, ;� I�� HEREBY CERT"TO FIRST UNION COMMERCIAL CORPORATON. OLD REPUBUC INS MTRE STREET.DQAE!t�MA 0110 56 LOT AREA In N YOKE(ITIS)M Se()�FAX(978)77.71516 -P BITUMINOUS 'ArONAL TIn1 INSURANIM�PANY AND PEABODY BLOCK UC THAT ME SURAFY 5"' REPARM BY ME ENMILED 'ALTA/ACSM LAND MILE SURVEY IN SALIDA. W. PREPARED FOR RCO. UC, GATED 3/4/06.- WAS ACTUALLY MACE UPON ME GROUND AND ViAT IT ARKING M" 23.927± S.F. (TOTAL) 6.7391 S.F�RECCMZOED) AND ME INFORMATION.COURSES AND DISTANOES SHOM THDRDON ME CORRECT: HSB NARJ.,-] 71.tsal REGISTERED) A C ON AREA a BUIUDING THAT ME MILE UNES AND LIMES�ACTUAL POS%SSM ME ME SAME; THAT ME 1w q J, IF DITPRINT SZE* LOCATION AND JYPf �BUILDINGS AND IMPROVEMENTS ARE AS SHOft AND ALL OF 9?5 9� S.F. THAT ME ARE NO MMA11ORS C C PA ARE WTHIN THE BOUNDARY LINES� ME PROPERTY. OF ZONING ORDINANCES. RESTRICTIONS OR OTHER RULES AND REGLH.AtTIMS ON REFERENCE TO ME LOCATION OF SAID BURLONNG AND IMPROVEMENTS; THAT THERE ARE ------- A PARCEL IN -Z- NO EASEMENTS. ENCROACHMENTS OR USE AFFECING THIS PROPERTY APPEARING FROM 4 STORY A CAREFUL PHYSICAL INSPECTION OF ME SAME, OTHER MAN CHOSE SHOOK AND BRICK DEPICTED NEREON: THAT ALL LTILITy SERMCES REWIRED FOR ME OPERATIONS OF ME PREMISES EIMER ENTER ME PREMISES THROUGH ADJOINING PUBLIC STREETS, OR IL ME SURVEY SHOWS ME POINT OF ENTRY AND LOCATION OF ANY UTILITIES MICH PASS THROUGH OR ARE LOCATED CN AOMNING PRIVATE LAND; THAT ME SURVEY SHOWS ME LOCATION (Y'AJ--STORM DRAINAGE SYSTEMS FOR ME COLLECTION MID DISPOSAL OF ALL ROOF DRAINAGE: THAT ANY DISCHARGE INTO STREAMS.RIVEM OTHER CCAvEYANa SYSTEM IS SHOM ON ME SURVEY; AND THAT ME PARCnS DESCRIBED HEREON DO NOT LIE WMIN P-�HAZARD AREAS IN ACCORDANCE 1IMI ME OOCJMENT ENTITLED 'DEPARWENT OF HOUSING MID URBAN DEVELOPMENT. FZDERAL INSURANCE ADMINISTRATION SPECIAL FLOOD HAZARD AREA MAPS.' LEGEND THIS IS TO CER1VY THAT THIS MAP OR PLAT AND ME SURVEY M WHICH IT IS BASED WERTCAL 6*NIJW�0AWABOU WERE MADE IN ACCORDANCE VAN ME'MINIMUM STANDARD DETAIL REWIREMEN11S FOR .... ... SCINERI&MANNOLF SFORMER AL7A/ACSM LAND TITLE SURWYS.-JOINTLY ESTABLISHM AND ADOPTED BY At.TA AND E)aSnNG CUIS NSPS IN 2W5, AND INCLUDES ITEMS 2, 3. 4, 7, 8. top $IA. 13. 14 & 16 �TAME A ORWIMME HI CAlChWAS44f& 6., �Id 6 NVU THEREOF PURSUANT TO ME ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS MANHOLE AND IN EFFECT ON 'ME DAM OF MIS CERTI UNMRSfGNED FJR�ER CERTIFIES OR I MANHOLE, WA RD?MAIN WIN SE ICE- THAT IN MY PROFESSIONAL OPINION. AS A LAND SIJRW�YOR REQSMRED IN ME STATE HOW CAM PALW RESIDE T ISTING INA � MASSACHUSETTS. THE RFLA11VE POSITIONAL ACCURACY OF MIS SURVEY DOES NOT N SERV[C EXCEED THAT WICH IS SPECIFIED THEREIN. NO.BY A* OAT W/RCkEIGIN DESCRIPTION OAS MAIN WN CA X VAL W MMERCIAL I CERTIFY THAT THE BUILDING SHOWN HEREON IS NOT LOCATED IN A FLOOD HAZARD C140MC MANNaE&UAD�WAG ZONE AS DELINEATED ON ME MAP OF COMMUNITY 90� #250102 AS REVISED TO IDAM. E14CMIC UVITS 4 STORY BRIM AUGUST 5. 19FIL, By r.E.M.A. SCALL, I -IIJ IIJ.L�l .1 W,1 TI-LPHOME MANHOLE&UNDERGROUND COMMERCIAL/RESIDIENTA.- r- MELEPHOWE LIAZS CERTIFY THAT ME PROPERTY UNES SHOM ARE ME LINES DMIDING EXISTING CA&F MANHOLE A,UNDERGROUNP OWNERSHIPS, AND ME UNES OF STREETS AND WAYS SHOWNI ARE THOSE OF PUSUC CAME LBO, OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED. AND THAT NO NEW UNES FOR RVI)041L I ISE OF POSSIBLE LNGROACHMEN MVISI� (T EXISTING OWNERSHIPS OR FOR NEW WAYS ME SHOOL (MASS. GEN. LOIS ALTA / AOSM GO 0 CA rW BASIN CIIAPTER 41. SEE. 81-X). M D GRAM CA11OW)ASIV A MCK'OURLXW FACE�.R�C�ANG AND AINVINGS I5YMW5 fAtN PREMISES LAND TITLE SURVEY a MANHOLE(UNKNOAN UAWITIKI� CAM LAND OF'WE SALEM A59f1fLOP105AIT AUMM�. R SIOCIF BUILDING FACE 1LKJFWS�PREMISES ONTO LAND�ME SALEM IN (R) WCORO fikt),!`��CNT AUNM7Y (c) CALWILA 7ED C BRIG)v SUKUPVC FACE WOF O�HAW AND AWINGS EXMUDS FROM PREMISES UPS& Zoit!l W�IN STONE BOUND ONTO LAND 0"IAL7 MLEM ACOLF�OPMENV AU�M SALEM, MA 0 ROBF OWNHAW EXIEWS MOV PRFMISES NM ESSEX SMa7 0 C4bUF MALAHOLE F.- UN�AO CONCREM VAU1 T EXIEMS FROM PATUI�S INTO 1SS5X S�ET J23.O'j BUILDING DIMENSIONS F GWCIr Wl�a FACE &�O�ANG E�MWS MOM PREI CAI LAW 0' S-SAW SAUAK LLC RET PFIAIWAIG a RKICA WMW FACE EXTENDS MOM PREMISES ONM LAND OF S BANK SALEM, NH HMO ROLE LLC. --T woassiavw LAND suvwwN, Awvsrw�NO DWC-III 07tLdwg sw SALEM AA�R MWC5 H BRIM BUILDING FACE I)rZENDS ARCIW PREMISES MR)LAND 0"S-MAK SALEM, 5A FAYOUT; ENCR. LIC swr- I" zu SM'T 1, nRSr n"OVERHANG AND ROA`OVERHANG FXBW FROM PROMSES INTO ROCIF O�AAG BANTON SOUARE ------ FIRST ROOM OteWHAW � MMMW FACE nRST I'LOOR OWNHAW, AND AGO'OWRHAW EX�D FRfN PR�V NO.: MANS PREMISES INTO WASLINGRAL STREET 20 w NO 1 12607 I-STORY 2-STORY BRICK BLDG BRICK BLDG 2STORY A A A BRICK BLDG 120 Washington St. Lit 2,STORY Salem, MA 01970 CONNECTOR -1k, 17 18 19 20 21 4 MV CDoPACTION SYSTEW SEE PR.1 FOR DEf;Z I-STORY LU I BRICHISTUCCO BLDG 16 15 14 13 I-STORY cy BRICKISTUCCO CID BLDG z Lu Uj (0 x LU ca 0) 4'STORY 3-STORY LU BRICK BLDG BRICK BLDG r LAPPIN PARK CITY of SALEM �PDEREB)RD(P'TOP EOUIPMENTZOME PROPOSED ROOFTOP (15'EETEACKFROMP�T) EQUIPME�ZONE (I5rSETBACKFRWP�ETB iT. u,SB1Y�w I-STORY BLDG ENTRANCE I Fpt..-v Board �dvw SEE ALTA SURVEY FOR EXISTING EXETKO ATER SERVICE, UTILITY CONNECTIONS IM.MEACW. 7 LEGEND Z/ ENTRANCREXIT-RETAIL ---------- PROPOSED \NAS"INGTON S'REE SITE AL ENTRANCIVEXIFIr-BUILDING SITE PLAN PLAN EXISTING WATER MAIN SERVICE 3/32-1 0" ___w__ PROPOSED WATER MAIN SERVICE ' PR-00 VERTICAL GRANITE CURBING 120 Washington St. FOUNWICIN 0 RUIMNG Salem, MA 0 1970 1-7---- --------------- ............ 18 19 20 21 1 JWT_I �CMWT 2 Q�E A WNK)ST V 14 13 0 16 15 5 12 6 FM.TM ff 7 8 C/) z '1/17 10 Ei- 11 WWA�M� .TSI�E ------ No R�W../�.. Wt. T PROPOSED BASEMENT BASEMENT PLAN PLAN v 120 Washington St. r"wmw3*.m-.- Salem, MA 01970 �Is �G P� cwM �0 Z �O SED.1.0 UG��- SMDM) W� PR-07 UGKI� MMF SU!1TjE 212 SUITE 2 SUITE 206 ITTTT SUITE 201 SUITE 2o2 SUITE 200 SUITE 204 N.. R�.�./I.. N� PROPOSED SECOND SECOND FLOOR PLAN FLOOR PLAN 5-15-201� PR-03 -A 120 Washington St. Salem, MA 01970 NM MM�HUW"�S x UNIT5 UNIT 4 UNIT7 UNIT6 .�6 UNIT3 rj� UNIT 1 UNIT2 IFT UNIT UNIT8 Ift R�Aft- PROPOSED THIRD THIRD FLOOR PLAN FLOOR PLAN D.W. -1 - 017 PR-04 120 Washington St. Salem, MA 01970 UNIT 13 UNFT 14 �Z$�6 r-h L 11 UNrT 12 UNIT 10 UNrr 11' ED) viAl tin] PROPOSED FOURTH FOURTH FLOOR PLAN FLOOR PLAN cWe: �15�=7 PR-05 .. . .................... 120 Washington St. Salem, MA 01970 V� I I C�. L 1 0 - - W pr-r- ps REP a 2M ORIM 7 171, .4-1 It �slmt'�Street�EIO�81,on Barton Squam Elevation 'TS (D2 41 �T' ft. R"Icn/l. Imt. EXISTING ELEVATIONS lall SWel—tss ft—Lappn Pa,1 Vim from Building C�nector towards Lappin Park NOTS —4 NTS "17 EX-06 D'awn By� M 120 Washington St. Salem, MA 01970 4 '—ge. VIL ORR 10- r A U I—[Pl..mg 13.�IdMj till" U PROPOSED EXTERIOR IMPROVEMENTS x7ng(Left)and Pmposed(PJght)Elevadons with New Windows Replacement Windows: White, Vinyl, Simulated Divided Lite (SDL) V — – - NTS Basis of Design - Harvey Tribute Commercial Series S"k C�t� 5-15-2017 PR-06 120 Washington St. Salem, MA 01970 A-.�1-.01 LED Add/ALT: String Lights, White, 96"nAFF,.,j Deck Railing: Pressure Treated Wood, White Paint Sconce Lighting: Down Light, White, 72"AFF . . . . . . Basis of Design - Built to match Barton Sq Railing Basis of Design - Lithonia OLLW LED Series 1w, 02-W WE 1 7�111 Tim Ax AT .me I R�ni'B'ad �1117 PROPOSED EXTERIOR IMPROVEMENTS ng'Left'an4�Plopo-d IP49111�Eleial—01 R-1�118&al B�UfldlngGonnedw. 5-15-M17 PR-07 9, M OF 4 P 11 V. MH I 6i 120 Washington St, Salem, MA 01970 Deck Railing: Pressure Treated Wood, White Paint Add/ALT: String Lights, White, 96" AFF, LED Sconce Lighting: Down Light, White, 72" AFF Decking: Composite, Silver Oak Basis of Design - Built to match Barton Sq Railing Basis of Design - Lithonia OLLW LED Series Basis of Design -Azek Arbor Series ki ry" m Ir in I Im M Im -- - --- - ------ - low—, 7-7 100110111111 I I pia"n"",Box" 619 D.k. PROPOSED EXTERIOR IMPROVEMENTS F�1111�g iL.ft) h1d Pir.p.�i,d(Right)V,,,..f Piri,,.��d Rof D�k NTS 5 15 2017 PR-08 120 Washington St. r Salem, MA 01970 Trash Compactor: Marathon's Pak'ntainer, Enclosure: Cedar 8' panels stained 6 yard front load, 96"w x 82"d x 77"h white, Metal posts w/caps painted white III well 1: ANN NEW PRO I Planning Board PROPOSED EXTERIOR IMPROVEMENTS Etchiling'Left,and PnopotiedRlghl,M�ol Tmsh Endttsune rS Lt. 5-1!�M17 PR-09