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50 ST PETER STREET - ZONING (2) 50 ST.PETER STREET-OLD SALEM JAIL r a . t, ." ,� s '' so �a.ays art ' ,•.,r 7 �aw r. y 7 0"F IV m a rt .e M A s d J n = s M o � a , r p r �" - •" ry rr ��'�hY '�.� >d8� t `Y, it `� � y Decision i CITY OF SALEM PLANNING BOARD 1015 OLT I9 A IN I2 Amended Decision #4 �« {` CITY 0lfii<li, :iALEht. MASS Site Plan Review/Planned Unit Development 50 St. Peter Street October 19, 2015 Old Salem Jail Ventures, LLC C/o Joseph Correnti, Esq. 63 Federal Street Salem, MA 01970 RE: Amendment to Previously Approved Plans 50 St. Peter Street/Old Salem Jail Site Planned Unit Development On Thursday, October 15, 2015, the Planning Board of the City of Salem opened a Public Hearing under Section 7.3 of the City of Salem Zoning Ordinance, Planned Unit Development Special Permit, at the request of Old Salem Jail Ventures, LLC, to amend their plans for the property located at 50 St. Peter Street. The amendment is to a Planned Unit Development and Site Plan Review that was approved by the Planning Board on December 12, 2006 and amended on April 22, 2008; July 28, 2008 and March 19, 2009 and an insignificant change approved on April 17, 2014. The proposed amendment is to allow for the conversion of the former 3,200 square foot restaurant space into three residential dwelling units for the property located at 50 ST. PETER STREET (Map 35, Lot 179). Parking for the three new units is proposed to be provided with the existing three onsite spaces that were dedicated to the restaurant use. The Public Hearing was closed on October 15, 2015. The Planning Board voted on October 15, 2015 by a vote of seven (7) in favor (Ben Anderson, Bill Griset, Helen Sides, Noah Koretz, Kirt Rieder, Dale Yale) zero (0) opposed and one (1) absent (Carole Hamilton) to approve the amendment to the Planned Unit Development Special Permit to allow the conversion of the 3,200 square foot restaurant space into three residential dwelling units with the following conditions: 1. Conformance with the Plan a. Work shall conform to the set of plans containing Sheet C3, entitled, "Layout Plan," dated April 23, 2007, revised February 29, 2008 prepared by Finegold, Alexander and Associates Inc., 77 North Washington Street Boston, MA 02114. 2. Original Decision and Amendments Thereto a. All conditions set forth in the original decision dated December 12, 2006, recorded at the South Essex Registry of Deeds Book 27583, Page 498, shall remain and be adhered to by the applicant. All conditions set forth in the amended decisions dated on April 22, 2008; July 28, 2008 and March 19, 2009 shall remain and be adhered to by the applicant. 3. Amendments a. Any further amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Violations a. Violations of any condition contained herein shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority 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 Special Permit shall not take effect until a copy of this decision bearing the certification of the City 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 dismissed 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 the fee for recording or registering. 6'/1 OM Ben Anderson Chairman 2 CITY OF SALEM ' PLANNING BOARD April 18, 2014 FILE o p CITY CLERK, SALEM, MASS Old Salem Jail Ventures, LLC C/o Joseph Correnti, Esq. 63 Federal Street Salem, MA 01970 RE: 50 St. Peter Street, Site Plan Review, Planned Unit Development Special Permit, Decision of Planning Board to grant a Request for Insignificant Change—to building footprint, parking lot & drive, fagade, and arch entry - REVISED The Salem Planning Board met on Thursday, April 17, 2014 to discuss your request for the approval of an Insignificant Change to the previously approved Site Plan Review and Planned Unit Development Special Permit to allow minimal building footprint change, minimal parking lot and drive reconfiguration, modified arch entry to meet fire safety requirements, and enlargement of the courtyard area. The Planning Board voted by a vote of 8-0 in favor (Mr. Puleo (Chair), Mr. Ready (Vice Chair), I Ms. Sides, Mr. Griset, Mr. Anderson, Mr. Rieder, Mr. Clarke and Ms.s Yale and none 0 opposed, to grant the approval of the Insignificant Change request, as shown on the revised plan titled "50 Saint Peter Phase 2 Site Plan" revised March 20, 2014, prepared by Greater Boston Surveying and Engineering, and the revised landscape plan dated April 10, 2014, prepared by LABHaus. This determination shall become part of the record for this project If you require further information, please contact Dana Menon, Staff Planner, in the Department of Planning & Community Development at (978) 619-5685. Sincerely, v1gqA..2� 9�/2eo �77Yvv� Charles Puleo, Chairman Salem Planning Board Cc: Cheryl LaPointe, City Clerk CITY OF SALEM PLANNING BOARD Hai cn FILE #` Amended Decision (0) CITY CLEfi;t , SaEM, Site Plan Review/Planned Unit Development 50 St. Peter Street March 19, 2009 Old Salem Jail Ventures, LLC C/o Joseph Correnti, Esq. 63 Federal Street Salem, MA 01970 RE: Amendment to Previously Approved Plans 50 St. Peter Street/Old Salem Jail Site Site Plan Review/Planned Unit Development On Thursday, March 19, 2009, the Planning Board of the City of Salem opened a Public Hearing under Sections 7-15 and 7-18 of the City of Salem Zoning Ordinance, Planned Unit Development Special Permit and Site Plan Review, at the request of Old Salem Jail Ventures, LLC, to amend their plans for the property located at 50 St. Peter Street. The proposed four- building development will feature a jail exhibit, a live/work artist space, and a restaurant, as well as residential units; however, if New Boston Ventures is unable to rent the space to a restaurant within 12 months of closing on the property, the proposed amendment would allow that space to be converted to three (3) residential units. The Public Hearing was closed on March 19, 2009. The Planning Board voted on March 19, 2009 by a vote of eight(8) in favor(Tim Kavanaugh, Tim Ready, Christine Sullivan, David Weiner, Gene Collins, Pam Lombardini,Nadine Hanscom, and Chuck Puleo) and none opposed to approve the Site Plan Review and Planned Unit Development Special Permit as amended with the following conditions: 1. Conformance with the Plan Work for Phase I shall conform to the revised plans for"50 Saint Peter, Salem, Massachusetts" Sheet C-3, last revised June 10, 2008 and Sheet L-10, dated June 19, 2008 prepared by Finegold, Alexander& Associates, 77 North Washington Street, Boston, MA 02114. Work for Phase II shall conform to the revised plans for"50 Saint Peter, Salem, Massachusetts" Sheets C-2 and C-3,prepared by Finegold, Alexander& Associates, last revised February 29, 2008. A full set of plans including the revised sheets, reflecting all conditions, and incorporating a reference to the original decision as well as amended decisions must be submitted and approved by the City Planner prior to the issuance of a building permit. I� 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 . TEL: 978.745.9595 FAx: 978.740.0404 0 WWW.SALEM.COM 2. Original Decision and Amendments Thereto All conditions set forth in the original decision dated December 12, 2006, recorded at the South Essex Registry of Deeds Book 27583, Page 498, shall remain and be adhered to by the applicant. All conditions set forth in the amended decisions dated April 22, 2008 and July 17, 2008 shall remain and be adhered to by the applicant. 3. Amendments Any further amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Parking & Construction Staging a. There shall be thirty-one (3 1) parking spaces on site as shown on the approved plan to support parking needs for Phase I. b. Prior to the issuance of a Building Permit for Phase II, a parking and staging management plan shall be submitted to the Planning Board for review and approval. c. Upon completion of Phase II, thirty-six (36) parking spaces are to be provided on site as shown on the approved plans, and the condominium association/Old Salem Jail Ventures LLC, their successors, or assigns, shall purchase seven (7) annual parking passes in the municipal garage for residents use, or ten (10) passes in the event that the restaurant space is converted to three residential units. d. For a period of two (2) years during construction of Phase I, five (5) annual parking passes shall be purchased by Old Salem Jail Ventures LLC in the municipal garage for use of the residents of the senior housing. Documentation of the purchase of these parking passes shall be provided to the Department of Planning and Community Development prior to the issuance of a Building Permit. e. The applicant has volunteered to incorporate language into the condominium documents which would prohibit residents from parking in the church parking lot. A copy of these condominium documents shall be provided to the Department of Planning and Community Development. 5. Fire Department a. All work shall comply with the requirements of the Salem Fire Department. b. The locations of all fire hydrants shall be approved by the Fire Department prior to the issuance of a Building Permit c. Specifications for sprinkler systems, fire alarms, fire service, and tunnel construction have been outlined by the applicant's Consulting Engineer, Norton Remmer, P.E., in the document dated April 16, 2008, which was revised by the Salem Fire Department April 2 17, 2008, and is attached to this decision. These items were agreed to by the Consulting Engineer, the Salem Fire Department, and the State Fire Marshal during a meeting on April 7, 2008 and any deviation shall require approval by the Salem Fire Department. d. Prior to the issuance of a Building Permit for Phase II detailed tunnel plans shall be provided to the Salem Fire Department for their approval. e. Prior to the issuance of any Certificates of Occupancy details relating to the ownership and management of the buildings shall be provided to the Salem Fire Department; the Salem Fire Department shall be notified when changes in a building ownership or management occurs. 6. Board of Health The applicant shall comply with the following conditions from the May 28, 2008 decision of the Board of Health: 1. The 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. 2. 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. 3. A trash compactor must be installed in each unit. 4. A radon test is conducted in the basements of the Jail Building and the Jail Keeper's Building while they are a closed condition. 5. The developer will give the Health Agent a copy of the 21E report if one is generated. 6. A lead and asbestos inspection is conducted prior to any demolition or construction. If lead or asbestos is found it is removed contractors licensed for such removal. 7. The developer shall adhere to a drainage plan as approved by the City Engineer. 8. The developer shall employ a licensed pesticide applicator to exterminate the area prior to the construction, demolition, and/or blasting and shall send a copy to the exterminator's invoice of the Health Agent. 9. The developer shall maintain the area free from rodents throughout construction. 10. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. 11. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 12. The Fire Department must approve the plan regarding access for fire fighting. 3 13. Noise levels from the resultant establishments generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above ambient levels measured at the property line. 14. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. 15. The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of Health. 16. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. 17. The plans for a food establishment are approved by the Health Agent prior to construction. 18. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 7. Violations Violations of any condition contained herein shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority 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 Special Permit shall not take effect until a copy of this decision bearing the certification of the City 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 dismissed 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 the fee for recording or registering. Charles Puleo Chairman ATTACHMENT: Fire Dept. Requirements 4/17/08 4 NORTON S. REMMER, P.E. CONSULTING ENGINEER SALEM JAIL MEETING WITH SFO AND STATE FIRE MARSHAL 04/07/08 BUILDINGS/SPRINKLER SYSTEM: A. NFPA 13/standpipe (Standpipe will conform to NFPA 14 Class 3 system) B NFPA 13/standpipe(Standpipe will conform to NFPA 14 Class 3 system) C NFPA 13/standpipe (Standpipe will conform to NFPA 14 Class 3 system) D NFPA 13D with Detection in the attic if residential/otherwise NFPA 13 and standpipe E Dry system protecting parking located beneath tunnel/building (Covered Parking) FIRE ALARM 1. City of Salem hard wired Master Box for entire site 2. Monitored central station for each building 3. Central Annunciator 4. Beacon on each building visible from St. Peter's Street FIRE SERVICE 1. FDC on St. Peter's Street centrally located subject to approval by SFD(branched to all buildings with hydraulically calculated piping to achieve required fire Flows.) 2. Piped to each building fire service/standpipe with exterior FDC. Designed for appropriate Flow. TUNNEL CONSTRUCTION 1. Minimum 2-hour fire resistance rating separation from all building above and around 2. Structurally independent 3. At least 20'wide by 12'-6"high 4. Need to provide pdfs of sketches showing details of plan for tunnel OWNERSHIP/MANAGEMENT Information requested: 1. Form of ownership of each building 2. Management of buildings/project when complete Knox Box on Buildings A. B,and C. 4/17,08 v1 CITY OF SALEM PLANNING BOARD r�, PV to r, W M Amended Decision N Site Plan Review/Planned Unit Developmenf o 50 St. Peter Street April 22, 2008 Old Salem Jail Ventures, LLC C/o Joseph Correnti, Esq. 63 Federal Street Salem, MA 01970 RE: Amendment to Previously Approved Plans 50 St. Peter Street/Old Salem Jail Site Site Plan Review/Planned Unit Development On Thursday, April 3, 2008, the Planning Board of the City of Salem opened a Public Hearing under Sections 7-15 and 7-18 of the City of Salem Zoning Ordinance, Planned Unit Development Special Permit and Site Plan Review, at the request of Old Salem Jail Ventures, LLC, to amend their plans for the property located at 50 St. Peter Street. The proposed amendment includes seven(7) additional housing units creating a total of thirty-six (36) housing units. The additional units will be accommodated by an expansion to the new building called The Alexander, as well as a restructuring of the internal layout of the Jail Building called The Bryant. The proposed amendment also includes modifications to the parking area. There will be thirty-six (36) on-site parking spaces, and seven (7) off-site parking spaces, which are required as a condition of this decision. The combination of on-site and off-site parking spaces will create a total of forty-three (43)parking spaces. New Boston Ventures intends to hold and rent 22 units for a period of 5 years in order to qualify for historic tax credits. After this time, Old Salem Jail Ventures LLC intends to renovate and sell the 22 rental units. The proposed four-building development will still feature a jail exhibit, a live/work artist space, and a restaurant. The Public Hearing was continued to and closed on April 17, 2008. The Planning Board voted on April 17, 2008 by a vote of seven (7) in favor (Puleo, Sullivan, Collins, Lombardini, Kavanaugh, Moustakis, and Ready) and none opposed to approve the Site Plan Review and Planned Unit Development Special Permit as amended with the following conditions: 1. Conformance with the Plan Work shall conform to the revised plans for"50 Saint Peter, Salem, Massachusetts" Sheets C-2 and C-3, prepared by Finegold, Alexander & Associates, 77 North Washington Street, Boston, MA 02114, last revised February 29, 2008. A full set of plans including the revised 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ♦ TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM sheets, reflecting all conditions, and incorporating a reference to the original decision as well as this decision must be submitted and approved by the City Planner prior to the issuance of a building permit. 2. Original Decision All conditions set forth in the original decision dated December 12, 2006, recorded at the South Essex Registry of Deeds Book 27583, Page 498, shall remain and be adhered to by the applicant. 3. Amendments Any further amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Parking a. Thirty-six (36)parking spaces are to be provided on site as shown on the approved plans, and the condominium association/Old Salem Jail Ventures LLC, their successors, or assigns, shall purchase seven(7) annual parking passes in the municipal garage for residents use. Documentation of the purchase of these parking passes shall be provided to the Department of Planning and Community Development prior to the issuance of any Certificates of Occupancy. The location of off-site parking spaces may be changed to a different facility within 1,000 feet of the development at the discretion of the Department of Planning and Community Development. b. For a period of two (2) years during construction, five (5) annual parking passes shall be purchased by Old Salem Jail Ventures LLC in the municipal garage for use of the residents of the senior housing. Documentation of the purchase of these parking passes shall be provided to the Department of Planning and Community Development prior to the issuance of a Building Permit. c. The applicant has volunteered to incorporate language into the condominium documents which would prohibit residents from parking in the church parking lot. A copy of these condominium documents shall be provided to the Department of Planning and Community Development. 5. Fire Department a. All work shall comply with the requirements of the Salem Fire Department. b. The locations of all fire hydrants shall be approved by the Fire Department prior to the issuance of a Building Permit c. Specifications for sprinkler systems, fire alarms, fire service, and tunnel construction have been outlined by the applicant's Consulting Engineer, Norton Remmer, P.E., in the document dated April 16, 2008, which was revised by the Salem Fire Department April 2 17, 2008, and is attached to this decision. These items were agreed to by the Consulting Engineer, the Salem Fire Department, and the State Fire Marshal during a meeting on April 7, 2008 and any deviation shall require approval by the Salem Fire Department. d. Prior to the issuance of a Building Permit detailed tunnel plans shall be provided to the Salem Fire Department for their approval. e. Prior to the issuance of any Certificates of Occupancy details relating to the ownership and management of the buildings shall be provided to the Salem Fire Department; the Salem Fire Department shall be notified when changes in a building ownership or management occurs. 6. Board of Health The applicant shall comply with conditions issued by the Board of Health. 7. Violations Violations of any condition contained herein shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority 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 Special Permit shall not take effect until a copy of this decision bearing the certification of the City 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 dismissed 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 the fee for recording or registering. ��cvtQe� PULP-04<l. Charles Puleo Chairman ATTACHMENT: Fire Dept. Requirements 4/17/08 3 NORTON S. REMMER, P.E. CONSULTING ENGINEER SALEM JAIL MEETING WITH SFD AND STATE FIRE MARSHAL 04/07/08 BUILDINGS/SPRINKLER SYSTEM: A. NFPA 13/standpipe (Standpipe will conform to NFPA 14 Class 3 system) B NFPA 13/standpipe(Standpipe will conform to NFPA 14 Class 3 system) C NFPA 13/standpipe(Standpipe will conform to NFPA 14 Class 3 system) D NFPA 13D with Detection in the attic if residential/otherwise NFPA 13 and standpipe E Dry system protecting parking located beneath tunnel/building (Covered Parking) FIRE ALARM 1. City of Salem hard wired Master Box for entire site 2. Monitored central station for each building 3. Central Annunciator 4. Beacon on each building visible from St. Peter's Street FIRE SERVICE 1. FDC on St. Peter's Street centrally located subject to approval by SFD (branched to all buildings with hydraulically calculated piping to achieve required fire flows.) 2. Piped to each building fire service/standpipe with exterior FDC. Designed for appropriate flow. TUNNEL CONSTRUCTION 1. Minimum 2-hour fire resistance rating separation from all building above and around 2. Structurally independent 3. At least 20'wide by 12'-6"high 4. Need to provide pdf's of sketches showing details of plan for tunnel OWNERSHIP/MANAGEMENT - Information requested: 1. Form of ownership of each building 2. Management of buildings/project when complete Knox Box on Buildings A, B, and C. 4/17/08 1/1 CITY OF SALEM PLANNING BOARD Site Plan Review/Planned Unit Development Decision 50 St. Peter Street �-< December 12, 2006 m < CD r� T �7 7K N Old Salem Jail Ventures,LLC — o n C/o Joseph Correnti, Esq. -D 7:3 63 Federal Street C-' T Salem, MA 01970 n RE: 50 St. Peter Street/Old Salem Jail Site Site Plan Review/Planned Unit Development On Thursday, September 21, 2006, the Planning Board of the City of Salem opened a Public Hearing under Sections 7-15 and 7-18 of the City of Salem Zoning Ordinance, Planned Unit Development Special Permit and Site Plan Review, at the request of Old Salem Jail Ventures, LLC, for the property located at 50 St. Peter Street. The proposed project includes renovation of the former jail,jail-keeper's house and barn, and new construction of a residential building. There will be a total of twenty-nine (29) new condominium units with an approximately 3,200 sq. ft. restaurant. There will be 35 on-site parking spaces. The proposed four-building development will feature a mixture of housing, a jail exhibit, a live/work artist space, and a -restaurant.-- The estaurant.The Public Hearing was continued to October 19, 2006, November 2, 2006, November 16, 2006 and December 7, 2006 and closed on December 7, 2006. The Planning Board hereby finds that the proposed project meets the provisions of the City of Salem Zoning Ordinance, sec. 7-15 (g), as follows: 1) The proposed planned unit development is in harmony with the purpose and intent of this ordinance and the master plan of the City of Salem and it will promote the purpose of this section by adding vitality to the downtown, converting vacant structures to housing and commercial uses thereby generating tax revenue, and by meeting the historic preservation goals of the city. 2) The mixture of uses in the planned unit development is determined to be sufficiently advantageous to render it appropriate to depart from the normal requirements of the district. Specifically, the project incorporates a mixture of housing, a jail exhibit, an affordable live/work artist space, and a restaurant; providing substantial public benefit to this undeveloped parcel. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 *TEL: 978.745.9595 FAx: 978.740.0404 4 WWW.SALEM.COM 3) The planned unit development would not result in a net negative environmental impact. Based on the information from the Environmental Impact Statement and plans, the project will improve the drainage and quality of runoff on the vacant site significantly from its current condition. 4) The area requirement for the Planned Unit Development as described in the City Zoning Ordinance, Section 7-15(a)have been met as the lot area(45,348 sq.ft.) is greater than five (5) times the minimum lot size of the zoning district it is in (2,000 s .f ., five (5 )times = 10 000 s . .) At a regularly scheduled meeting of the Planning Board held on December 7, 2006, the Planning ' Board voted by a vote of nine (9) in favor (Power, Moustakis Collins, Kavanagh, Hanscom, Puleo, Lombardini, Sullivan, Ready), and none (0) opposed to approve the Site Plan Review and Planned Unit Development Special Permits subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans entitled, "Additions and Adaptive Reuse of the Historic Salem Jail Complex Planned Unit Development, Salem, Massachusetts" Sheets C1-C4, L-1, A1.01, 2.01-2.09, and E0.5, prepared by Finegold, Alexander&Associates, 77 North Washington Street, Boston, MA 02114, dated August 15, 2006. Revised Plans reflecting all conditions and incorporating by reference this decision must be submitted and approved by the City Planner prior to the issuance of a building permit. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of _--conditions contained within shall.require the-approval of the Planning Board---- - 3. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Exterior construction work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. Any interior work conducted during these times will not involve heavy machinery which could generate disturbing noises. b. 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. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. 2 e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. f. All construction vehicles left overnight at the site, must be located completely on the site. g. A Construction Management Plan and Construction Schedule shall be submitted by the applicant prior to the issuance of a building permit. Included in this plan, but not limited to, shall be information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. The plan and schedule shall be submitted and approved by the City Planner prior to the issuance of a Building Permit. h. All sidewalks, roadways, utilities, landscaping, etc. damaged during construction shall be replaced or repaired to their pre-construction condition, or better. 4. Clerk of the Works A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as is deemed necessary by the City Planner. 5. Salem Redevelopment Authority a. All work shall comply with the requirements of the Salem Redevelopment Authority. 6. Timetable for Construction All work shall follow the timeline approved by the SRA in accordance with the Land Disposition Agreement as described on the attachment "Project Timetable- - -Permitting/Construction';unless the SRA agrees to extend the time period for project completion. 7. Fire Department a. All work shall comply with the requirements of the Salem Fire Department. The locations of all fire hydrants shall be approved by the Fire Department prior to the issuance of a Building Permit b. The developer shall revise the parking plan to show the new location of spaces on the south side of the site in accordance with the requirements of the Salem Fire Department. The revised plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. 8. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 9. Board of Health 3 All work shall comply with the Board of Health decision and conditions dated November 14, 2006: a. The 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 the 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. A radon test is conducted in the basements of the Jail Building and the Jail Keeper's Building while they are in a closed condition. d. The developer will give the Health Agent a copy of the 21E report if one is generated. e. A lead and asbestos inspection is conducted prior to any demolition or construction. If lead or asbestos is found it is removed by contractors licensed for such removal. f. The developer shall adhere to a drainage plan as approved by the City Engineer. g. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. h. The Owner shall maintain the area free from rodents throughout construction. --i. The-developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. j. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. k. The Fire Department must approve the plan regarding access for fire fighting. 1. Noise levels from the resultant establishment(s) generated by operations, including but not limited 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. m. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. n. The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of Health. 4 o. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. p. The plans for a food establishment are approved by the Health Agent prior to construction. q. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 10. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. The applicant shall have an engineer certify the utility plans for review by the City Engineer, prior to the issuance of a Building Permit. b. All electrical utilities for the site shall be underground. c. The applicant shall clean and inspect by CCTV the existing sewer line(s) and provide the city with an assessment and video record of the inspection, prior to the issuance of a Building Permit. The applicant shall verify that the existing sewer pipe(s) have sufficient capacity to handle the proposed development. d. The applicant has proposed to use the existing domestic and fire protection lines for Building A. The developer shall inspect these lines to make sure they are in good working order, have no lead components, and can provide sufficient pressure and flow for the development, and shall submit to the City Engineer a report verifying the above, in writing,prior to the issuance of a Building Permit. — -- e. The-proposed water-line for both domestic and-fire protection-for buildings B, C, &D is a 6 inch diameter line coming from the City's 10 inch diameter pipe in St. Peter's Street. Based on the importance of this pipe to the development, the developer shall install a 10" x 6" x 10" tee with a three gate valve system rather than the tap and sleeve with one gate valve that is proposed. Revised plans showing this amendment shall be submitted to the City Engineer for review and approval prior to the issuance of a Building Permit. f. The applicant shall submit drainage calculations to the City Engineer for review and approval prior to the issuance of a Building Permit. g. The applicant shall submit details of the intersection of the north entrance to the site and the proposed connector driveway that Mass Highway will be constructing from Bridge Street to the site, and how the utilities and drainage at this location shall connect with the driveway, prior to the issuance of a Building Permit. The applicant shall certify, in writing, that these connection(s) shall operate satisfactorily and shall submit this documentation to the City Engineer prior to the issuance of a Building Permit. h. The applicant shall make necessary improvements to correct any deficiencies found in the existing utilities connecting the city's utilities to the site on the Bridge Street side of the 5 project, subject to any required approvals of the City and MassHighway. It is understood that the applicant will make every effort feasible to complete these improvements prior to MassHighway's work beginning at this location. 11. Department of Public Services The applicant, his successors or assigns shall comply with all requirements of the Department of Public Services 12. Affordable Housing Unit/Artist Live/Work Space a. As agreed by the developer, the Artist Live/Work dwelling is designated as an affordable housing unit. b. The Applicant shall adopt and incorporate an Affordable Housing Restriction in the form of a deed rider registered with the Essex South Registry of Deeds, as approved by the City of Salem Department of Planning and Community Development and in accordance with the eligibility criteria for the Commonwealth Department of Housing and Community Development's Subsidized Housing Inventory, and will ensure that this one (1) dwelling unit of the project will be restricted as affordable housing for households whose annual incomes are eighty percent (80%) or less of median income for the Area("Low Income Households") with a sales price affordable to Low Income Households for ninety(90) years from the date of the original conveyance of this unit. c. The developer shall prepare a buyer selection plan, for approval by the City Planner, to ensure compliance with affordable housing requirements. The developer is to be responsible for any marketing costs and income verification. ---13:-Lighting- -- -- - — - ------ a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. c. After installation, lighting shall be reviewed and approved by the City Planner, prior to the issuance of a Certificate of Occupancy. 14. HVAC If an HVAC unit is located on the roof or site, it shall be visually screened. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. 15. Noise HVAC units shall be sufficiently buffered and the applicant shall take steps to further mitigate noise emanating from the HVAC units(s) if the Board of Health receives any complaints. 6 16. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum diameter of 3 1/2" dbh (diameter breast height). c. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. d. Any street trees removed as a result of construction shall be replaced. The location of the trees shall be approved by the City Planner prior to replanting. e. Final completed landscaping shall be subject to approval by the City Planner prior to the issuance of a Certificate of Occupancy. f. The applicant shall install a four(4) foot black vinyl fence along the property line with the cemetery adjacent to the site to screen the residential patio units along this property line. 17. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. The developer, his successors or assigns shall be responsible for the maintenance and snowplowing of the entrance drive connecting to Bridge Street on the north side of the property, from Bridge Street to the site. b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. 18. As-built Plans As-built Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of Certificates of Occupancy. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of Certificates of Occupancy. A completed tie card, a blank copy (available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of Certificates of Occupancy; as well as, any subsequent requirements by the City Engineer. 7 19. Violations Violations of any condition contained herein shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority 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 Special Permit shall not take effect until a copy of this decision bearing the certification of the City 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 dismissed 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 the fee for recording or registering. Walter B. Power,III Chairman 8 a CITY OF SALEM PLANNING BOARD February 9, 2016 Old Salem Jail Ventures, LLC C/o Joseph Correnti, Esq. 63 Federal Street Salem, MA 01970 RE: 50 St. Peter Street, Site Plan Review, Planned Unit Development Special Permit, Decision of Planning Board to grant a Request for Insignificant Change — To allow one additional unit in Phase Il, increasing the number of units from 13 to 14 units. The Salem Planning Board met on Thursday, February 4, 2016 to discuss your request for the approval of an Insignificant Change to the previously approved Site Plan Review and Planned Unit Development Special Permit to allow one additional unit in Phase II, increasing the total number of units from 13 to 14 units. The Planning Board voted by a vote of 7-0 in favor; Mr. Anderson (Chair), Mr. Veno (Vice Chair), Ms. Sides, Mr. Rieder, Mr. Koretz, Ms. Hamilton and Ms. Yale and none (0) opposed, to grant the approval of the Insignificant Change to allow one additional unit in Phase II, increasing the number of units from 13 to 14 units. The additional unit results from a third floor 3-bedroom unit being divided into a 2-bedroom unit and a 1-bedroom unit. The total units would increase from 39 to 40, with the total onsite parking remaining at 36 spaces. Offsite parking will increase from 7 to 8 spaces. There will be no exterior changes to the building and the total bedroom count in the project remains the same. This determination shall become part of the record for this project If you require further information, please contact Amanda Chiancola, Staff Planner, in the Department of Planning& Community Development at (978) 619-5685. Sincerely, W—*�— Ben J. Anderson, Chairman Salem Planning Board Cc: Cheryl LaPointe, City Clerk Pie s+ Correspondence NBV oo NEW BOSTON June 25, 2008 Lynn Goonin Duncan, AICP, Director City of Salem Department of Planning and Community Development 120 Washington Street, 3rd floor c Salem, MA 01970 .T F w o RE: Old Salem Jail Ventures LLC rn Historic Salem Jail Complex Site Redevelopment 50 St. Peter Street w U F Dear Ms. Duncan: As you know, by Decision dated April 3, 2008, the Salem Planning Board unanimously voted to grant a Site Plan Review/Planned Unit Development Special Permit to Old Salem Jail Ventures LLC (OSV)for the property at 50 St. Peter Street. Since the granting of the Planning Board approvals, OSV has been working diligently to finalize all aspects of the plans. It has become clear that the most efficient means of moving forward with the project given the current market conditions is to phase the development of the site. Therefore, pursuant to Paragraph 3 of the Planning Board decision, Amendments, OSV requests that the approved plans be amended as described in the narrative description below. Narrative Description NBV proposes phasing the development of the Old Salem Jail. Phase One will include restoring the Jail building (The Bryant) and the Jail Keeper's house (The McIntire), as well as rebuilding the Barn. In total, Phase One will include 23 residential units. OSV has applied for Federal and State Historic Tax Credits on The Bryant and the Jail Keeper's House, which will require the units in these buildings to be rented for five years. After five years, OSV anticipates converting these units to condominiums for sale. Phase Two is the construction of the proposed new building (The Alexander). As soon as market conditions permit, OSV intends to build The Alexander, which includes 13 condominium units. Attached is a site plan which shows how the site will look after construction of Phase One and prior to the construction of Phase Two In short, all of the landscaping plan will remain as originally proposed, including a grass courtyard with trees and a hardscape car turnaround/drop-off area. The parking area will 540 TREMONT STREET,SUITE 8 1 BOSTON, MA02116 - P 617.542.3500 - F 617.542.4646 - NEWBOSTON.NOUSING@VERIZON.NET I also remain in the same location as originally proposed. In the area on which The Alexander will eventually will built, we are proposing loam and seed over the entire area footprint. In addition, we will screen the parking lot with privet hedge. When The Alexander is built, the hedge will be uprooted and replant elsewhere on site. Both the Salem Redevelopment Authority and the Design Review Board have been presented this phasing plan and both Boards have been supportive. OSV believes that phasing the development of the Old Salem Jail represents the most efficient means of getting this project built in the current market. In addition, OSV feels that first phase of the development accomplishes all of the major goals of the City of Salem for this site. Please feel free to contact us with any questions about this proposal. Sincerely, David Goldman Dennis Kanin 540 TREMONT STREET,SUITE 8 1 BOSTON,MA 02116 ' P 617.542.3500 ' F 617.542.4646 ' NEWBOSTON.NOUSING@VERIZON.NET RECEIVED SERAFINI, DARLING & CORRENTI, LLP JA� 282016 ATTORNEYS AT LAW 63 FEDERAL STREET DEPT. OF PLANNING 81 SALEM. MASSACHUSETTS 01970 COMMUNITY DEVELOPMENT JOHN R. SERAFINI. 5R. TELEPHONE JOHN E. DARLING 978-744-0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICK 976-741-4663 January 28, 2016 Ben Anderson, Chair City of Salem Planning Board 120 Washington Street, 3'd Floor Salem, Massachusetts 01970 Re: Request for Insignificant Change to Planned Unit Development Special Permit Symes Development& Permitting LLC Historic Salem Jail Complex Site Redevelopment 50 St. Peter Street Dear Mr. Anderson: . The Applicant, Symes Development & Permitting LLC, is the buyer under Purchase and Sale Agreement between it and Old Salem Jail Ventures LLC dated November 30, 2015. As you know, by Decision dated December 21, 2006 the Salem Planning Board unanimously voted to grant a Site Plan Review/Planned Unit Development Special Permit to Old Salem Jail Ventures, LLC for the property located at 50 St. Peter Street (the "Decision"), which Decision has been subsequently amended. The development features a mixture of housing, exhibit space, and a restaurant. Pursuant to the Amended Decisions, a total of 39 housing units (26 in Phase I, 13 in Phase II) are permitted with 36 on-site and 7 off-site parking spaces. We hereby request that the approved plans be further changed to allow for one (1) additional unit in Phase II, to be built, increasing the count from 13 to 14 Units. The additional Unit results from a third floor 3-bedroom Unit being divided into a 2-bedroom Unit and a 1-bedroom Unit. There will be no exterior changes to the building and the total bedroom count in the project remains the same. Parking on site remains the same; however, the Applicant will agree to purchase one (1) additional off-site space by way of an annual parking pass in the municipal garage for a new total of 8 off-site annual parking passes. As a result of this proposed change, the total number of residential units on site would increase from 39 to 40, with the total on-site parking remaining at 36 spaces. Off-site parking increasing from 7 to 8 spaces. Please place this request on the agenda for the Board's regularly scheduled meeting on February 4, 2016. Sincerely, Symes Development & Permitting LLC y its Attorne , Joseph C. Correnti JCC:dI cc: client Y SERAFINI, SERAFINI, DARLING & CORRENTI, LLP RECEIVED ATTORNEYS AT LAW FEB 2 8 /_008 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 DEPT. OF PLANNING $ i1n —3 ? 12� 3l COMMUNITYDFVELOPMENT JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI. JR. I 976-744-0212 JOHN E. DARLING 1"�� 1 I L Iii 6-"'C; 761-561-2743 JOSEPH C. CORRENTI TELECOPIER 976-741-4663 February 28, 2008 Lynn Goonin Duncan, AICP, Director City of Salem Department of Planning and Community Development 120 Washington Street, 3rd Floor Salem, Massachusetts 01970 Re: Old Salem Jail Ventures, LLC Historic Salem Jail Complex Site Redevelopment 50 St. Peter Street Dear Ms. Duncan: As you know, by Decision dated December 12, 2006 ("Decision"), the Salem Planning Board unanimously voted to grant a Site Plan Review/Planned Unit Development Special Permit to Old Salem Jail Ventures, LLC for the property located at 50 St. Peter Street. The Decision, which was the result of five public hearings and numerous presentations, contains 19 conditions, as well as various findings of fact. Since the granting of the Planning Board approvals, the developer has been working diligently to finalize all aspects of the plans, including final designs and financing of the project. It has become clear to the developer and its financial partners that, in order to make the project financially feasible in this changing housing market, various amendments to the plans are necessary. Therefore, pursuant to Paragraph 2 of the Decision, Amendments, we hereby request that the approved plans be amended as described in the attached narrative and site plan. With these amendments, we are confident that the project will move forward to construction. February 28, 2008 Page 2 JAI Please place this request to amend the Site Plan Review ann ni 31 Development Special Permit on the agenda for the Board's regularly scheduled meeting on March 20, 2008. Sincerely, Voseph C. Correnti JCC:dl Enclosures cc: Old Salem Jail Ventures, LLC Y Application to Salem Planning Board for Amendment to Old Salem Jail Approval Application Narrative February 28, 2008 3 p 12: 3 3 New Boston Ventures (NBV) requests that the Salem Planning Board consider, `._ „ this application for an amendment to its prior approval for the redevelopment of The Old Salem Jail site. The amendment encompasses minor modifications to the original proposal, including a slight expansion of the new building, called The Alexander, as well as a restructuring of the internal layout of the Jail Building, called The Bryant. Design Modifications NBV is proposing a slight expansion of the footprint of The Alexander by designing a wing to complement the original design. The proposed wing would front along St. Peter Street, forming an "L" shaped structure. The new building configuration will create five additional units in this building and, most importantly, allow the units to be reconfigured as "flats" as opposed to the original design of duplex over duplex. This modification is in direct response to market demand. The front fagade design of The Alexander will not change from the originally approved scheme. Specifically, the fenestration, roof line and cornice will all remain the same as will all design details and materials. The proposed wing along St. Peter Street will also conform in design and materials to the original approved design. In particular, the roof dormer configuration and the unique chimney-like lanterns will be continued along the St. Peter Street wing to unify the design. The proposed wing will create a strong facade along St. Peter Street similar to many of the historic structures in Salem. The parking will be modified so that vehicles entering and parking will pass through an archway which will be part of the new fagade. Parking will exist at a 1:1 parking to unit ratio. The proposed wing will serve to shield the parking from view along St. Peter, which is generally considered an improvement over the previously approved layout. Additionally, NBV proposes to reconfigure the space within The Bryant to create two additional units by combining the upper floors of four two-bedroom duplex units into two stand alone units. This change will not require that an addition be constructed onto The Bryant. Rather, NBV is simply reducing the size of four larger two-bedroom units and creating two additional units within the existing space. Overall, the development will expand from 29 to 36 units including: 22 units in The Bryant, three units in The McIntire, one unit in The Carriage House, and 13 units in The Alexander. Historic Tax Credits NBV intends to apply for Federal and State historic tax credits. Federal and State historic tax credits each yield up to 20% of the development costs on the qualifying historic buildings on site. The two buildings that qualify are The Bryant and the Jailkeeper's House, The McIntire. The Alexander and The Carriage House do not qualify for historic tax credits as they will both be newly constructed. Under this scenario, NBV must rent the units in the buildings for which it receives historic tax credits for five years. NBV would begin marketing the 14 units in the new buildings for sale as condominiums immediately upon commencement of construction. NBV would hold and rent 22 units (19 in The Bryant and 3 in The McIntire) for a period of 5 years. At the end of 5 years, NBV would renovate and sell the 22 rental units as condominiums. Summary NBV respectfully requests that the Salem Planning Board approve the proposed modifications to the redevelopment of the Old Salem Jail as described above. NBV feels strongly that the modifications as outlined above will permit the redevelopment of the Old Salem Jail to move forward expeditiously and thanks the Salem Planning Board for its consideration. Application to Salem Planning Board for Amendment to Old Salem Jail Approval Application Narrative February 28, 2008 New Boston Ventures (NBV) requests that the Salem Planning Board consider this application for an amendment to its prior approval for the redevelopment of The Old Salem Jail site. The amendment encompasses minor modifications to the original proposal, including a slight expansion of the new building, called The Alexander, as well as a restructuring of the internal layout of the Jail Building, called The Bryant. Design Modifications NBV is proposing a slight expansion of the footprint of The Alexander by designing a wing to complement the original design. The proposed wing would front along St. Peter Street, forming an "L" shaped structure. The new building configuration will create five additional units in this building and, most importantly, allow the units to be reconfigured as "flats" as opposed to the original design of duplex over duplex. This modification is in direct response to market demand. The front fagade design of The Alexander will not change from the originally approved scheme. Specifically, the fenestration, roof line and cornice will all remain the same as will all design details and materials. The proposed wing along St. Peter Street will also conform in design and materials to the original approved design. In particular, the roof dormer configuration and the unique chimney-like lanterns will be continued along the St. Peter Street wing to unify the design. The proposed wing will create a strong facade along St. Peter Street similar to many of the historic structures in Salem. The parking will be modified so that vehicles entering and parking will pass through an archway which will be part of the new fagade. Parking will exist at a 1:1 parking to unit ratio. The proposed wing will serve to shield the parking from view along St. Peter, which is generally considered an improvement over the previously approved layout. Additionally, NBV proposes to reconfigure the space within The Bryant to create two additional units by combining the upper floors of four two-bedroom duplex units into two stand alone units. This change will not require that an addition be constructed onto The Bryant. Rather, NBV is simply reducing the size of four larger two-bedroom units and creating two additional units within the existing space. Overall, the development will expand from 29 to 36 units including: 22 units in The Bryant, three units in The McIntire, one unit in The Carriage House, and 13 units in The Alexander. Historic Tax Credits NBV intends to apply for Federal and State historic tax credits. Federal and State historic tax credits each yield up to 20% of the development costs on the qualifying historic buildings on site. The two buildings that qualify are The Bryant and the Jailkeeper's House, The McIntire. The Alexander and The Carriage House do not qualify for historic tax credits as they will both be newly constructed. Under this scenario, NBV must rent the units in the buildings for which it receives historic tax credits for five years. NBV would begin marketing the 14 units in the new buildings for sale as condominiums immediately upon commencement of construction. NBV would hold and rent 22 units (19 in The Bryant and 3 in The McIntire) for a period of 5 years. At the end of 5 years, NBV would renovate and sell the 22 rental units as condominiums. Summary NBV respectfully requests that the Salem Planning Board approve the proposed modifications to the redevelopment of the Old Salem Jail as described above. NBV feels strongly that the modifications as outlined above will permit the redevelopment of the Old Salem Jail to move forward expeditiously and thanks the Salem Planning Board for its consideration. RECEIVED SERAFINI , DARLING & CORRENTI, LLP SEP 24 2015 ATTORNEYS AT LAW 1015 SEP 24 P 2= 4b 63 FEDERAL STREET DEPT.OFPLANNING E SALEM, MASSACHUSETTS 01970 COMMUNITY DEVELOPMENT FILE as CITY CLLf,"K, SALEM. MASS. JOHN R. SERAFINI. SR. TELEPHONE JOHN E. DARLING 978-744-0212 JOSEPH C. CORRENTI September 24, 2015 FACSIMILE 978-741-4683" Ben Anderson, Chair City of Salem Planning Board 120 Washington Street, 3rd Floor Salem, Massachusetts 01970 Re: Request to Amend Planned Unit Development Special Permit Old Salem Jail Ventures, LLC Historic Salem Jail Complex Site Redevelopment 50 St. Peter Street Dear Mr. Anderson: As you know, by Decision dated December 21, 2006 the Salem Planning Board unanimously voted to grant a Site Plan Review/Planned Unit Development Special Permit to Old Salem Jail Ventures, LLC for the property located at 50 St. Peter Street (the "Decision"), which Decision was subsequently amended on April 22, 2008, July 28, 2008, March 19, 2009 and April 18, 2014. The development features a mixture of housing, a jail exhibit, a live/work artist space, and a restaurant. Pursuant to Paragraph 2 of the Decision, Amendments, we hereby request that the approved plans be further amended to eliminate the restaurant use and to add three (3) residential dwelling units in the former 3,200 square foot restaurant space within the former Jail. Parking for the three new units will be provided with the three on-site spaces that were dedicated to the restaurant use, as shown on the attached plan. Please place this request to amend the Site Plan Review/Planned Unit Development Special Permit on the agenda for the Board's regularly scheduled meeting on October 15, 2015. Sincerely, Old Salem Jail Ventures, LLC By s Aft n J serC. C r�enti JCC:dl Enclosures cc: Old Salem Jail Ventures, LLC Dana Menon From: Dan Ricciarelli <dricciarelli@segerarchitects.com> Sent: Thursday, March 27, 2014 5:25 PM To: Dana Menon Cc: dricciarelli@segerarchitects.com Subject: Salem Jail Phase 2 Attachments: 13002_140324_Proposed Site Plan.pdf Follow Up Flag: Follow up Flag Status: Flagged Dana, I have delivered 3 sets of proposed site layout plans for Phase 2 of the Historic Salem Jail Complex. 1. The first plan dated 2/29/2008 is the approved Planning Board submission. In this plan we have indicated 36 residential units and 36 parking spaces on site and 7 spaces off site with associated drives and walkways.This plan shows the improvements as presented prior to the commencement of the project in 2009. 2. The second plan dated 3/20/2014 is the plan we are submitting for review which indicates the Phase 2 project as proposed today with 36 units and 36 parking spaces on site and 7 off site with associated drives and walkways. The new footprint is essentially the same location and the parking has minimal changes except to accommodate structure from above Changes we will be reviewing are: 1. Footprint minimal change(modified configuration but smaller than 2/29/2008 plan) 2. Parking lot and drive minimal change 3. Face of building moved back to south to enlarge courtyard 4. Modified arch entry per meeting with Fire Chief and Fire Inspector Dan Daniel Ricciarelli, R.A. Seger Architects, Inc. r: 978.744.0208 f'. 978.744.0145 - e: dricciarelli(@,seoerarchitects wm 1 1!7e ger April 3, 2014 Dana Menon Salem Planning Board 120 Washington Street Salem, MA We are requesting a continuance to the next meeting(2 weeks) for the presentation of minor revisions to the Historic Salem Jail Complex approved site plan dated 2/29/2008 and as currently amended and submitted for Planning Board review and approval. Sincerely, John Seger, Principal Seger Architects, Inc. Cc: Dan Ricciarelli, file; ]ASA Hi UExaRY Sf,�t;3RL;, S,ihE?uS, '�Fh Ii�v7a ! Fi-_ N "6 f Salem Redevelopment Authority Salem Redevelopment Authority Proposal March 12, 2014 50 St. Peter Street (Old Salem Jail): Discussion and vote on proposed design revisions of phase two / new building. SRA Decision At its meeting on March 12, 2014, the SRA voted 3-0 to approve a February 26, 2014 DRB recommendation to approve a proposed revised design for 50 St. Peter Street (Phase 2 of the Old Salem Jail Development) — plans dated February 6, 2013-, including all conditions as noted below. Construction level plans must be shared with and reviewed by the Design Review Board — including gutter/drainage plans, mechanical elements, landscape, and lighting — prior to the issuance of building permits. DRB Recommendation: At its meeting on February 26, 2014, the DRB unanimously approved (6-0) the applicant's proposed design presented in plans dated February 6, 2013 (note that the year was incorrectly indicated) and in a slide presentation shown at the meeting, for a multi-family residential building to be built at 50 St. Peter Street. The approval is conditional upon the following: 1. Project Description —The description of the project must conform to the project description described at the February 26, 2014 DRB meeting, including in the plans presented (Dated February 6, 2013), and the slides presented. 2. Construction Plans — The final site construction plans must be reviewed and approved by the DRB prior to a building permit being issued. They must conform to the plans submitted and approved by the DRB. a. Specifically, roof drainage/gutter plans, as well as plans and designs for building mechanical elements must be reviewed and approved by the DRB prior to a building permit being issued. 3. Landscape Plan —The final landscape plan must conform to the plans dated October 19, 2006, submitted and reviewed by the DRB, and later approved by the SRA on December 13, 2006. Changes to these plans with respect to the approved redesigned building should be articulated, and reviewed and approved by the DRB. Salem Redevelopment Authority 4. Construction/Building Materials — The construction and building materials must conform to the materials presented to the DRB and approved by the DRB on February 26, 2014. 5. Exterior Elevations —The exterior elevations must conform to the plans and presentation submitted February 26, 2014. 6. Site Plans —The site plans must conform to the plans dated February 6, 2013, submitted and reviewed by the DRB. 7. Lighting —The lighting must conform to the lighting specified in the lighting plan submitted to and approved by the DRB on December 6, 2006 and in accordance with the Electrical Site Plan and Schedule dated November 7, 2006. Final plans as it relates to the new design must be submitted and reviewed by the DRB. 8. Signage Plan — The signage plan must be submitted to the DRB for review prior to installation. Staff Comment The applicant verbally noted at the February 26, 2014 DRB meeting that it would conform to all of the above noted conditions. Please note that the presentation enclosed shows previous designs and plans presented at an initial DRB meeting on December 18, 2013, compared against the plans and designs approved at the DRB meeting on February 26, 2014. Proposal for February 26, 2014 DRB Meeting Enclosed is a full set of 11"x17" plans that show a site plan, floor plans, elevations, and renderings. These plans have been revised based on feedback provided by this Board on December 18, 2013. Those revisions are outlined in the accompanying coversheet. Proposal for December 18, 2013 DRB Meeting The applicant (New Boston Ventures) seeks to revise plans for the final phase of the Old Salem Jail complex. The proposal is for a 13 unit residential building with 15 proposed parking spaces to be built on the St. Peter Street side of the complex where green/open space currently exists. Enclosed is a full set of plans that details the proposal. Salem Redevelopment Authority Staff Comment for February 26, 2014 DRB Meeting The Design Review Board originally approved a final design for this development on December 6, 2006; the Salem Redevelopment Authority in turn approved the final design on December 13, 2006. A copy of this file will be on hand at the meeting should any Board members want to reference it. City of Safem, Massachusetts ,dire Department �cpnNs 48 Lafayette Street David Cady Salem,Massachusetts 01970-3695 Fire Prevention Chief TeL(978) 744-1235 Bureau (978)7446990 Fax(978) 7454646 978-745-7777 dcody@salem.com April 15,2014 City of Salem Planning Board Chairman Charles Puleo 120 Washington Street Salem,Ma. 01970 Mr. Puleo, The Salem Fire Department has met with Daniel Ricciarelli of Seger Architects and has agreed on the points listed below: 1. The arch inside clearance can be lowered to 1 F-0". 2. The arch can be constructed as a 2 hour ceiling/partition and made part of the building construction. It does not need to be a stand-alone structure. The arch entry garage will need to be fully conforming and g ll s rig Y A g to NFPA standards. 3. Standpipes positioned outside the stair locations and just inside the garage. 4. Supply sprinkler design and hydraulic calculations provided for FD approval of final standpipe locations. 5. Stora connection and fire main remain as planned to project specifications and NFPA standards. Note: To eliminate the requirements on the archway and to reduce the clearance to vehicle height Seger Architects will contact St. Johns Church and have two spaces striped off with a gate access to enter the site perpendicular to the parking and in line with the path to the Jail entry drive/walk. Should yo ve any questions please feel free to call me at 978-744-6990 or by email at dcodvO.slilem.com Since el David W. Co City of Salem, Massachusetts . , Fire Department 48 Lafayette Street DavidW Cody Salem, Massachusetts o197o-3695 Fire Prevention Chief Tel (978) 7441235 Bureau (978)7446990 Fax(9 78) 745-4646 978-745-7777 dcody@sakm.com April 8, 2014 City of Salem Planning Board Chairman Charles Puleo 120 Washington Street Salem, Ma. 01970 Mr. Puleo, The Salem Fire Department has met with Daniel Ricciarelli of Seger Architects and has agreed on the points listed below: 1. The arch inside clearance can be lowered to 11'-0". 2. The arch can be constructed as a 2 hour ceiling/partition and made part of the building construction. It does not need to be a stand-alone structure. The arch entry and garage will need to be fully sprinklered conforming to NFPA standards. 3. Standpipes positioned outside the stair locations and just inside the garage. 4. Supply sprinkler design and hydraulic calculations provided for FD approval of final standpipe locations. 5. Storz connection and fire main remain as planned to project specifications and NFPA standards. 6. To eliminate the requirements on the archway and to reduce the clearance to vehicle height Seger Architects will contact St. Johns Church and have two spaces striped off with a gate access to enter the site perpendicular to the parking and in line with the path to the Jail entry drive/walk. Should you ave any questions please feel free to call me at 978-744-6990 or by email at dcod a em.com Sincer Davi W. Cody RECEIVEn. Chief of Department APR 0 7 2014 DEPT.OF PLANNING J COL9AUNrry DEVELOPMEN f �COIYDIT,(�_ CITY OF SALEM, MASSACHUSETTS a DEPARTMENT OF PLANNING AND �9��mNa COMMUNPTY DEVELOPMENT KIMBERLEY DRIscOLL MAYOR 120 WASHINGTON STREET ♦ SALEM,MASSACHUSETTS 01970 TELE:978-619-5685 ♦ FAX:978-740-0404 LYNN GooNrN DUNCAN,AICP DIRECTOR "'I N May 5, 2009 r m `v` Penn Lindsay K Project Manager a New Boston Ventures 540 Tremont Street > Boston,MA 02118 r w Dear Penn: The Department of Planning and Community Development has reviewed your request for an insignificant change to the plans for redevelopment of the Old Salem Jail at 50 St. Peter Street. You requested to substitute 250 Parking Commission-issued stamp books to distribute to households in Morency Manor/Dalton Building site for the five parking passes conditioned in the Planning Board decision. This change has been approved. �Y' G L Duncan,AICP, Director Cc: Debra A. Tucker Assistant Executive Director Salem Housing Authority CITY OF SALEM, MASSACHUSETTS DEPARTMENT OF PLANNING AND of COMMUNITY DEVELOPMENT s KIMBERLEY DRISCOLL. 120 WASHINGTON STREET 1 SALEM,MASSACHUSETTS 01970 MAYOR TEL: 978-745-9595 1 FAX: 978-740-0404 LYNN GOONW DUNCAN,AICP DIRECTOR MEMORANDUM TO: Members of the Planning Board �/ FROM: Tania Hartford, Economic Development Planne�lX\ SUBJECT: Old Salem Jail—SRA/DRB Review ` DATE: October 27, 2006 CC: Lynn G. Duncan, Director, Dept. of Planning&Community Development As requested, I am providing information regarding the Salem Redevelopment Authority (SRA) and Design Review Board (DRB) review of the Old Salem Jail project to date as well as information the t y received from the local historic community in their review of the project. Attached are copies of the following: P g • SRA Decision (March 8, 2006) —The SRA approved the DRB recommendation for the approval of the Schematic Design Plans for the redevelopment of the Old Salem Jail Complex in March. The Decision includes the recommendation from the DRB. • SRA Final Design Review Project Description from New Boston Ventures (July 31, 2006) —The Project Description was submitted to the SRA with the Final Design Plans for the Old Salem Jail Complex. It provides a narrative overview of the project and changes made in the design from the approval of the Schematic Design Plans. • Letter to Massachusetts Historical Commission from Historic Salem Inc. (August 31, 2006) • Letter to Massachusetts Historical Commission from the Salem Historical Commission (September 13,2006) The project is currently being reviewed by the DRB. The DRB continued their review of the project to their meeting on November 15, 2006 at 6:00pm in the third floor conference room at 120 Washington Street. Please feel free to contact me at 978/619-5685 or thartford@salem.com should you have any questions regarding this material. Attachments Salem Redevelopment Authority SALEM REDEVELOPMENT AUTHORITY DECISION March 8, 2006 50 St. Peter Street (Old Salem Jail — Schematic Design of mixed-use project SRA DECISION: At their meeting on March 8, 2006, the SRA voted to approve the DRB recommendation for the approval of the Schematic Design plans for the redevelopment of the Old Salem Jail Complex at 50 St. Peter Street. DRB RECOMMENDATION: At their meeting on March 7, 2006, the DRB recommended approval of the Schematic Design with the modifications reflected in the plans presented on March 7, 2006 with the condition that the final plans address the following design issues, in addition to the regular requirements of Final Design Review: • Size and design of light monitors on the new building; • Roof line on the new building; • The gable end windows;and • Design and materials of the railings on the new building. PROPOSAL: The proposal includes the redevelopment of the former Essex County Correctionai Facility into a mixed-use project that will include the rehabilitation and adaptive reuse of the existing three buildings and the construction of a new building on the site. The project will include residential condominiums, a restaurant, an artist hve/work space and gallery, and a jail exhibit, along with parking on-site. NOTE: The design of the access off from Bridge Street was not a part of the Schematic Design Review, as it will require a separate set of reviews apart from SRA review. The design of this access drive will be a part of the Final Design Review by the SRA. Additions and Adaptive Reuse of the Historic Salem Jail Complex Salem,MA New Boston Ventures,LLC Salem Redevelopment Authority Final Design Review Proiect Description date: July 31, 2006 Compatibility of the Architecture of the proposed development with existing architecture of the surrounding area The proposed Historic Salem Jail Complex integrates 3 existing historic buildings with one new building. The complex consists of a mixed-use development of 29 condominiums, a restaurant, a small museum and an artist's gallery. The original complex and new structure will front onto a landscaped courtyard with view corridors terminating at the original entries to the Jail and Jail-keeper's House. The site for the Historic Salem Jail Complex is located within the boundaries of the Heritage Plaza East Urban Renewal Area (zoned as a B-5 district) and the entrance corridor overlay district. The proposed complex is in keeping with the objectives as outlined in the Salem Redevelopment Authority's Heritage Plaza East Urban Renewal Plan. As per the area's urban renewal plan, the Historic Salem Jail Complex helps to "restore the area to conditions of health, safety, amenity and economic viability". The complex will help contribute to the urban renewal of the central area of Salem. The complex promotes urban renewal within the Heritage Plaza East district by incorporating the following criteria. • Land Use - The site respects the change in land use to a B-5 Main Downtown Area Land Use from its former R-3 Multi-family Land Use. • Entry Corridor Improvements — As part of Salem's entry corridor improvements, the adaptive reuse of the complex will help to create new life and vitality to the entry corridor into Salem's downtown area. The complex acts as a visual hub between the downtown area and entry corridor. The proposed complex will attract additional residents and consumers to the area and hence, will help promote economic viability in Salem's downtown area. • Historic Preservation — The project proposes to restore and replicate existing historic structures located on the site. The Jail, the Jail-keeper's House and the Wood Barn have been classified as Partially Preserved Historic Buildings. • Public Open Space — The project incorporates a new landscaped courtyard that will be open to the public. The courtyard will help promote public health and amenity in the area. • Expanded Services — The Garden level of the Main Jail houses a restaurant that overlooks Bridge Street, and will be a central draw for many visitors and tourists. The rear yard of the Jail will have a generous "al fresco" dining area that is planted and lit for privacy and ambiance. On the same level in the Jail there will be a museum dedicated to the rich history of the Old Salem Jail, complete with I jail cell, re-built to replicate the original cells, and various artifacts from an era that redefined the institutionalizing of criminals. In addition, the artist's gallery will be located off the public corridor. The restaurant and Jail Exhibit will expand services in the area. • Pedestrian and Vehicular Circulation — The project incorporates clear circulation paths to the original entries of the Jail and Jail- keeper's house. Paths provide enhanced opportunities for pedestrian movement along clearly defined, safe and attractive routes. Proposed paths connect the downtown area to public areas within the complex. The restaurant and museum serve as a destination for visitors walking from the Pedestrian Mall. Off-Street Parking—The complex will provide well located and well designed off-street parking In conclusion, the Historic Salem Jail Complex successfully addresses the Heritage Plaza East Urban Renewal objectives with respect to land use, entry corridor improvements, historic preservations, public open space, services, pedestrian/vehicular circulation and off street parking. Buildings Minimal exterior changes have been proposed for the existing buildings and are designed to complement the original design and to blend the structures with the surrounding area. The exteriors of all buildings will be restored in consultation with the Salem Historical Commission and the Massachusetts Historical Commission. Exterior materials on the Jail, Jail-keeper's House and Wood Barn will be salvaged, conserved or replicated, while materials on the new building will match existing materials within the complex. It is our belief that the project falls in line with the Salem Redevelopment Authorities Urban Renewal Plan as stated; "To accomplish thorough preservation and enhancement of a continuum of uses, architectural character, and qualities, and urban form symbolic of the historic process of growth and change, a coordinated and harmonious development of the project area which will, in conformance with the comprehensive plan, promote the health, safety, general welfare and amenity of the City and it's people." (Salem Redevelopment Authority, Heritage Plaza East, Urban Renewal Plan, page 9) The heights of the existing buildings remain as they currently are, and the new building respects the height of the existing main Jail building by drawing off key points and staying below those lines. The heights of the structures are similar in height to neighboring residential complexes. The project has a minimal visual impact on the surrounding context as it is an existing complex. The proposed new construction is in line with the existing buildings on site. Since the project includes rehabilitation of an unused site, the proposed complex will have a positive visual impact on the surrounding area. The complex will not interfere with natural views. Building materials to be used are as follows: Building A granite and masonry exterior walls (existing), slate roof (existing), wood frame (existing and new) Building B masonry exterior wall (existing), wood frame (existing and new), asphalt shingle roof(existing); wood clapboards (new) to match former and wood frame(new) at new addition Building C horizontal wood clapboard and wood veneer panel, wood post and beam structure and asphalt shingle roof(all new construction) Building D granite or material to replicate granite from Jail and brick veneer, titanium zinc roofing system and wood light frame structure (all new construction) Common areas are within Building A (the Main Jail) and Building D (New Building). Common areas include all corridors and stairs. Within the Main Jail, public common areas include the restaurant,jail exhibit, an artist's gallery and a portion of the corridor on the Garden Level. Service facilities for the condominium owners include washers/dryers and garbage disposers within every unit. There is an enclosed area for trash located outside between building A and building B. The restaurant is to have a separate loading and trash area at the rear of building A. Parking and Loading The proposed parking for the housing component of the project has been provided with eight garage spaces, eight tandem spaces and twenty-one surface spaces. A curb cut is proposed along St. Peter Street to service most of the parking. The existing driveway opening from Bridge Street will provide access to five spaces, and will provide access to the restaurant and service area for the restaurant. Landscaping and Screening Landscaping techniques, which will be used to blend the structures with the surrounding area include developing a courtyard area and other open spaces, which utilize indigenous paving and plantings. In addition, a decorative metal fence, which replicates an existing fence along St. Peter Street will be extended along Bridge Street. Also, a decorative metal archway will be replicated to match a former archway at the pedestrian entrance into the complex. Lastly, landscape elements used to mask the proposed parking lot include a raised deck installed along the rear elevation of the new building and a row of trees planted along the south property line of the site. Differences between Schematic Design and Final Design Building A—Main Jail • Overall modifications to unit layouts are based on the coordination of interior functions and rooms with existing openings in exterior walls. One of the primary objectives in final design was the coordination of plans with building sections/ elevations. Garden Level Plan • Egress corridors extended for egress directly to grade 0 2 new egress doors added o egress stair relocated to exterior wall for egress directly to grade • Separation of public and private resident access o Resident access only to elevator and mail room o Resident Lobby added o Public Entry widened o Public access to artist's gallery/studio • Jail Exhibit has one replicated cell • Electric and Sprinkler Rooms added • Modifications to unit layouts First Floor and Second Floor Plans • Egress corridors extended for egress directly to grade o egress stair relocated to exterior wall for egress directly to grade • Modifications to unit layouts o Reduced corridor space and increased living spaces within dwelling units • Elevator relocated • Double height space for restaurant added at First Floor Level only Third Floor Plan • Mechanical Space centrally located • 5 Master Bedroom Suites defined South Elevation • Lower chimney height at chimney abutting cupola o As per photograph dated 1884 North Elevation • Window/door openings on brick addition facing Bridge Street • Sawcut existing openings to accommodate French doors West Elevation • Egress door added East Elevation • Fenestration and egress door added at brick addition • Skylights added Building Section • Windows added at wall return shown on Building Section 1, drawing A-3.01 Building B-Jailkeeper's House • Overall modifications to unit layouts are based on the coordination of interior functions and rooms with existing openings in exterior walls. One of the primary objectives in final design was the coordination of plans with building sections/ elevations. Plans • Overall building layout modification to one (1) flat at the third floor and two (2) duplexes at the first and second floors. Former layout included a townhouse concept. • Basement program includes media rooms, a mechanical room and a storage room. Elevations • Existing window openings to be sawcut to accommodate door openings. Building C—Wood Barn • Overall modification includes changing the wood bam from an affordable live/work Artist Studio to a market rate unit. First Floor Plan • Program includes a living room, dining room, kitchen and bath. (former layout included an open studio.) Second Floor Plan • Program includes two (2)bedrooms and two (2)baths. (former layout included a living room/dining room, kitchen and bath.) Elevations • Elevations remain unchanged Building D - New Building Garden Level and First Floor Plans • Mechanical spaces added • Minor modifications to bathrooms/kitchen layouts Second Floor Plan • Open Plan (former layout included a Living Room as a separate room) Third Floor Plan • Two (2) Bedrooms plus one (1)bathroom (former layout included two (2) bedrooms plus two (2) bathrooms) North Elevation • More glass at vertical slots o Simplified detailing at head and jamb, clean crisp lines • 2' module at coursing (former design utilized a 2' and 1'6" module) • Titanium Zinc Roofing system (former design utilized a zinc coated copper material) • Light monitors o better proportions o relates to dormers on the North Elevation o consistent with proportions of gable end windows at the Main Jail • Decreased height at retaining walls at garden terraces for better visibility • Juliet balconies added at East and West elevations East and West Elevations • Less punched window openings • Granite return simplified with a 16"return at comer(former design showed the granite return extended approximately 5' past the corner) o Salem City Hall as precedent for granite return • More glass at vertical slots o Simplified detailing at head and jamb, clean crisp lines • Vertical slot centered at ridge line o Defines the asymmetrical gable end o Juliet balcony with sliding door added at vertical slot • Light monitor pulled away from ridge line • Exterior materials simplified o Brick veneer only (former design included metal and granite materials as well as, brick veneer) o Brick veneer material brought up into gable • Heavy banding removed across the top • Asymmetry of roof clearly defined with a 14:12 pitch at the front and a 5:12 pitch at the rear South Elevation • Transom windows added above sliding doors at the Third Floor level • Light monitors o better proportions o relates to dormers on the North Elevation o consistent with proportions of gable end windows at the Main Jail • Punched window openings are slightly larger • Juliet balconies added at East and West elevations AS1 .to I ` ��lem P.O. Box 865 incorporated Salem, Telephonnee ((978)978) 745-0799 August 31, 2006 Mr. Paul Holtz Historical Architect Massachusetts Historical Commission 220 Morrissey Boulevard Boston, MA 02125 Dear Mr. Holtz: Thank you for asking for Historic Salem Inc.'s comments on the current plans for the Salem Jail property. These are our comments on the Design Development set dated May 26, 2006. Jail We believe that the proposed additional window openings and door openings are appropriate. We would like to review the actual window materials and profiles in greater detail. Our initial reaction to the size and arrangement of the divisions in the windows in the granite sections of the jail is that they may be a bit too small in scale and in detail. The new windows in the brick sections of the jail should replicate as much as possible the existing windows. We would like to review to review the plans for masonry cleaning and repair prior to plans being finalized. While we are comfortable with the revised location for the jail exhibit, we would like to see the more detailed plans for replication and reconstruction of the jail cell. Fax (978) 744-4356 • Email: hsiCclnii.net • Web: http://www.historicsalem.org Massachusetts Historical Commission, page 2 Jailkeepers House We would like to review the replacement windows in greater detail. We would like to review to review the plans for masonry cleaning and repair prior to plans being finalized. We suggest that the architects take another look at the design of the portico over the secondary doorway. We would like to consider more carefully the treatment of the circular stairway to ensure that it retains as much as possible of its original appearance. Carriage House While we recognize the need for additional openings, we feel that the treatment of the main fagade should be revised to be more reminiscent of typical carriage house design,. It would be helpful to know the location of the original openings when the interior of the building can be examined. We question the appropriateness of the wood veneer panel on the rear elevation. New Building The treatment of the end facades is an improvement over the previous design. We are concerned about the use of"granite like materials" and would like to review the actual materials before they are finalized. The following items require further detail and review: Window materials and detail; Garage doors; Substitution of titanium zinc for copper roof. Site Plan We would like to see additional detail of the materials used in the courtyard and the screening and materials at the edge along the south side of the site. Massachusetts Historical Commission, page 3 Landscape Elements related to Adjacent Bypass Road At a recent meeting of the Salem Design Review Board, there was considerable discussion about the vehicular and pedestrian access being created by the new Bypass highway project as well as the requirement in the 106 Memorandum requiring repair of the Burying Ground wall. While not technically covered by MHC's Preservation Restriction, we wonder if MHC, in its 106 review role, might comment on these aspects of the plan. If so, we would be happy to share further thoughts with you. Thank you for the opportunity to comment on this most important project. If you have any questions, please feel free to contact the Historic Salem office at 978-745-0799. Sincerely, Barbara A. Cleary President Cc: Salem Historical Commission Lynn Duncan, Salem City Planner Salem Design Review Board Cindy Giugliano, Finegold Alexander Fax N7R) 744-43c;6 • Finail- hci(alnii.nat • WPh- httn•//www_histnrircalcm.nrn Salem Historical Commission 120 WASHINGTON STREET, SALEM,MASSACHUSETTS 01970 (978)745-9595 EXT.311 FAX(978)740-0404 13 September 2006 Mr. Paul Holtz Massachusetts Historical Commission 220 Morrissey Boulevard Boston, MA 02125-3314 Salem Jail Redevelopment Review of Design Development Drawings Dear Mr. Holtz: On behalf of the Salem Historical Commission, I am writing to respond to your courtesy request for the Commission's comment on the proposed renovations of the Salem Jail Complex. As you know, Hannah Diozzi and Larry Spang were delegated by the Commission to participate on the ad-hoc review team for the old Salem Jail to assist in the historic review. The team has met numerous times over the past two years to provide ongoing input on the development of the project from an historic perspective. As a representative of the Historical Commission, Mr. Spang recently reviewed drawings C-3, A2.01 thru A2.05, and an unnumbered elevation of Building D, all from the Design Development drawings dated 5-26-06 prepared by Finegold Alexander&Associates, Inc. for New Boston Ventures. In general, the Commission is pleased with the extent to which the Development Team has proposed to retain the historical fabric of the existing Jail and Jail Keeper's House and to compliment those buildings with the new structure. While we understand the drawings represent Design Development and much work remains to be completed, we appreciate the Team's commitment to preserving these historic landmarks. Our specific comments are as follows: 1. Layout Plan C-3 a. We note that there is no indication of proposed work on the granite retaining walls along the west and north sides of the property. We urge the Development Team to maintain as much of the existing walls as possible. b. There is no indication of the proposed fencing around the site. We urge the Development Team to maintain and repair as much of the existing wrought iron fence along St. Peter Street as possible. c. The Layout Plan indicates a concrete sidewalk along the parking lot on the south side of the site. We recommend landscaping of both the parking lot and the service drive on the north side of the site to screen parking areas from public ways and abutting properties. 2. Exterior Elevations—General Comments a. The Commission has not seen detailed drawings of the proposed windows so we are unable to comment on the potential impact on the existing building elevations. However, the mullion pattern of the infill windows on the Jail are inconsistent and generally out of scale with the monumental scale of the granite facades. We recommend further studies of both the large window subdivisions as well as the mullion patterns. b. We are concerned that the Development Team may haves underestimated the extent of repairs necessary to both the ventilation towers and ventilators, currently shown to be scraped and painted. We recommend further study to determine the full extent of repairs and/or replacement necessary for the long term preservation of these important historic elements. 3. Sheet A2.01 Building A Exterior Elevations—South and North a. The elevations indicate that the existing, later addition masonry towers on the west pavilion of the Jail (between column lines 8 and 10) will be removed and replaced with windows. The proportions of these openings appear inconsistent with the masonry openings on the east pavilion, and we suggest further development of the details of the existing openings in the granite wall and the proposed window infill. b. Door opening changes at the new main entrance -without further details, we would be concerned with attempts to move portions of the existing granite fagade to lower the door opening. We also recommend that the proposed door more closely relate to the scale and period of the building. c. We recommend the new windows on the North Elevation (between Col. Lines 2 and 4 on the brick wing) align with the windows on the east and west elevations of the building. d. We understand the Development Team has proposed to remove the existing chimney near the eastern ventilation tower(between column lines 3 and 4). While we concur that the chimney detracts from the tower, we do not have information on file to substantiate their position that the chimney is a later addition to the -building..- 4. Sheet A2.02 Building A Exterior Elevations— East and West a. There is a new door shown on the West Elevation facing St. Peter Street (just north of column line D). While we do not have the building plans that illustrate the need for a door at this location, we recommend the Development Team further study ways to eliminate this door opening. b. The skylights shown on the East Elevation (between column lines C and D) do not match the historic fabric of the building and we recommend elimination. c. On the East Elevation, the existing chimney (shown incorrectly to the north of column line D) aligns with the proposed new windows and door openings. We Mr. Paul Holtz—MassHistorical Commission 6 September 2006—Draft recommend the Development Team further study this condition to determine what work will be required for the new openings. 5. Sheet A-2.03 Building B Exterior Elevations— North and West a. There is a new masonry chimney shown on the North Elevation which does not appear on the West Elevation. As shown on the North Elevation, this new chimney would significantly detract from the main elevation of the building and should be reconsidered. b. The drawings do not indicate roof accessories such as plumbing stacks, vents, etc. To the fullest extent practicable, we recommend these elements not be placed on the west side of the main roof. c. The door on the north elevation appears to be new. We recommend the door be provided with a lintel to match the windows above. d. The existing asphalt roof was constructed after the fire to stabilize the remaining masonry structure. We are surprised, therefore, that the roof is currently shown to remain following completion of the renovations and are concerned if the roof and structure are sufficient for the permanent restoration of the building. e. To the fullest extent practicable, we recommend the portico and front entry door be restored to the original design by Samuel Macintire. We also recommend the cornice and fascia details also be restored to the fullest extent practicable. f. The new basement windows (type 64) detract from the historical integrity of the building, particularly on either side of the front door. We recommend elimination of these windows. g. As currently shown, the proposed new portico at the side entry door appears incomplete (only one column) and competes with the main entrance. We recommend elimination of the portico or additional design studies. h. Proposed wood framed addition on the south end of the building -As currently shown, the balcony railing, fascia and other trim details are not sympathetic to the historic fabric of the existing building and we suggest further design study. 6. Sheet A-2.04 Building B Exterior Elevations—South and East a. The lintels for the new doors on the South and East Elevations do not match the masonry openings. b. As currently indicated, the proposed basement door(type K) on the southern addition interrupts the treatment of the wood clapboards. We recommend this condition be reviewed with further design studies. 7. Sheet A-2.05 Building C Exterior Elevation Mr. Paul Holtz—MassHistorical Commission 6 September 2006—Draft a. The sliding doors on the North and East Elevation are not sympathetic to the historic fabric of the existing structure. The Commission recommends additional design studies for this location. b. The windows on the West Elevation appear randomly located and the overhead door appears out of scale with the facade. We recommend additional design studies. c. We recommend additional studies of the proportions of the fascia and corner boards to provide a more historically appropriate fagade treatment. 8. Building D Exterior Elevations a. The Commission is generally in support of the planning and massing of the new building and believes it will compliment both the Jail and the Jail Keeper's House. b. The Development Team should review the proportions of the openings and window treatment of the North Elevation. If the goal is to mimic the Jail, then the proportions of the masonry openings and the mullion patterns of the windows and doors should match or at least be sympathetic to each other. c. The proposed granite veneer panels on the North Elevation can potentially compliment the Jail; however we would be concerned if less durable materials, such as exterior insulated finish systems (EIFS), are substituted as value engineering modifications. Plan drawings for the buildings and specific detail drawings have not been reviewed. Therefore, there is no comment at this time on the layout of the existing and proposed buildings, the impact of the new plans on the exterior of the buildings, nor specific details. We would appreciate the opportunity to review further details as they become available, including: • Proposed fencing to separate the Jail Complex from the Howard Street Burial Ground, as well as any proposed gates, particularly as part of the St. Peter Street fencing; • Extent and types of landscaping proposed for the property; • Fencing, if any, that will surround the embossed concrete patios associated with.the units patios; • Gateway or vehicular access control gate at the entrance to the parking lot or the service drive; • Placement of overhead electric lines and utility poles, electrical transformers, gas meters, fire hydrants and/or Siamese connections, or other similar utility requirements; • Configuration of both the windows and the window surrounds; Railing design and materials; Mr. Paul Holtz—MassHistorical Commission 6 September 2006— Draft • Repairs or replacement of the existing roofing, including materials. • Proposed steel mesh grillage at the existing ventilation monitor; • Treatment of that side entry; • South and East Elevation doors and masonry openings; and • Railing at the new basement areaway on the East Elevation. The Commission understands that Massachusetts Historical Commission (MHC)will retain a deed restriction on the facades of the existing buildings following completion of this project. We also anticipate that individual condominium owners and/or the condominium association will likely seek changes to the buildings in the future. To minimize potential confusion, we recommend the Development Team integrate the deed restrictions into the marketing information and condominium documents for the project. We also recommend further discussions between the City and MHC to establish a permitting process for future homeowners seeking to enact changes to the buildings. The Commission appreciates the opportunity to provide comment on the drawings at this stage of the project. Thank you for your consideration. Sincerely, qd 007�L) zet� SALEM HISTORICAL COMMISSION Hannah Diozzi, Chair Cc: Lynn Duncan, Director of Planning & Community Development Finegold Alexander&Associates New Boston Ventures City of Salem Design Review Board LEGEND PRovoseo'EARN. —sz—imEret+fDinre'R'A" NDE.co SIT DEALT "DUST COXCPRE CVPB CATICAL GARGLE IDAG ------0----ORION UNE • ACING-N..-E --_s--_sfw A LINE O SEWER NwNDFAL ARA O6YFK0 NACNfPL } EreNE MERIDIAN 2/15/200/ FREirtO a$ CARE VALVE A,TEE CONCRETE WALK RUE WILLNL SUNNI - EROSION COXIROL BARRIER -y- WOWEN SLOPE IFFEN _ EENCE STOCKADE NCE P\o£ WACITY OF SALEM sv of a a, "HORLAC, TOD 51SFO T BURIAL GROUND" ONCPE D _ rcvL.wo ro6FINISH vLVWDoo o Ai AF,RD STOOD `\ �\ Ricrc wurc -17 —— PEGSIPVN WILfWLY- `, p 3 sPncfs J09 P' S 03'3529 W R -rr�8llr Da'W BPLX W+96 fPOu P 4� CARRWGEH UEASE 1595' SIDE IAL C.D.f1f I RESIDENTIAL UN RFR='MS 5 o'-25 YB"W MI �. � \\ BIIL001WS GM]iE2 MYENEN! �{ /HOST JALKEEPERS BELOWO UMTS OF E%RTING Brt. 3 RESIDENTIAL UNITS B « CORE. 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R=5200 15 PARKEL-3ES CES o O Q \ \ \ \ NOI F.F.ELa- \ rAN6FMY ODEN FL=2B6 9 I K T N GwD3N 1BVEL¢.=ash 2 zxawx DtluN I ' , I a I o __ __ mNanox PFYTK \\ \\ ST. PETER BL]L•- "'""eLE'"°]"� STREET •,Wx�BPSF],� \ PROMS..HHWE ` \ STREET HY-PASS \\ \\ 13YOTIEfl6) ® •R,gAl Ab�utlN lAaYlsk H1'1 TT. R61YICIIE 61FP6 RFYVHDBsnxc•1vMxous \\ \� 1yJ WxD smBwuN \` \\ \\ -� FNLSIwB flPaT 116H] iL 6 DA E g \ \\ \\ \ \ PARKING SUMMARY a2f)W \ \\\ S)ANDARDSES SE 21 TOTALSPACFS 38 RtOKT NAEE3 y \ IR4WNG N1.HlE \ \ EMSNNG"E NG P110NCE:PFRIYIBI �j ES.TOiVGMP1IYAND SUE FFATMES C-a7 \ TIM�N FROM A RAN ENIrt1E0'EMSRNG CONDrtgNB P4NCF \ HMIG HMC SNEMMA•MTFD YWWIIY•.'1015RIEPARED BY \ \ ` \ \ IXix A6FJCMlFB. C\36]0\i6)0-532.B�g f/YB/30]0 I:55'.•0 PM FSi CLAPBOARD SIDING Q PROPOSED BUILDING EXCEEDS FORMER LARGE DOOR PANELS FORMER BUILDING EXCEEDS PROPOSED ------ FORMER BUILDING FOOTPRINT ------ FORMER BALCONY,STAIR OR WINDOW WELL LOCATION ----- PROPOSED BUILDING FOOTPRINT / t. ..�".'.>.• PROPOSED BALCONY OR WINDOW WELL LOCATION ERIIlQ1G CARRNRE ROUGE _ EI�lp16 ��i.q IARIIFAFR'f \ BRICK '` I w '(•-1'� APPROVER STAIR \ \ CLAPBOARD SIDING ;L---- 1 I R r APPROVED BAL W i 1 1 I e 1 svnvws..a PROPOGED IGMP AT FNTMND: ; - -�..J ro..PrA1 1 Nar""°vs 1 PROPOSED _ __.._•__ s i 1 1 � nm.uvwe i � S 1___ee+nwt_ LIMESTONE ,� n:.., k �-------------t_ LgRGE\GLASS PANELS i GARKNLLVFL ,,.,;;\ -------- I Iw. PROPOGFD 1 _!r_ r N.� � PROPOf[O RFDu®wEU LnuimX '•1.• �) L__ _J I •I ',I jl ; \ APPROVED WELL IOCAIION -I� 1 •u>.w.o .,x�.w nun.0 vss \ � '� •It I I 1 ...�.v,r, A.r:;v.n mu�ao Am '.. \ 1 { ... ) � AIPROVlDBTAO LOCATION--1� \ �•� —88�— ) \ / . I � � J PLANNING BOARD SUBMISSION - APRIL 10, 2014 LABhauS I modern living. evolve( a 4° a a� mx , 2 HOUR RATED NON COMBUSTIBLE ARCWAY, CONSISTS OF ; REINFORCED 8" SOLID FILLED CONCRETE PLANK ANCHORED TO SOLID, GROUT FILLED 2 HOUR F x WALLS DOWN] TO INDEPENDENT STRUCTURE a 0 d � d a a ° d d O a d a a 4 d a a d O 4 4 . 4 ° O d ° d a 4 a 4 O Q O$'ECT10N AT RA'f®AROFNVAY B SCGLE� R �•-q SAINT Developer50 PETER- SaJeK Massachusetts at the former HISTORIC SALEM JAIL COMPLEX SALEKMA New Boston Ventures, LLC Boston, MA Architect '7 •iFk.� < <t � �1 adv � � � �!.`` • � } � �' I' JANUARY 2008 4 i I a ^ Rim 1# w I i SCHEME 2 : SITE PLAN 50 SAINT PETER Finegold Alexander + Associates Inc GRAPHIC SCALE:1/8"= 1'-0" SALEM, MA OCTOBER 1, 2007 0 40 80 16 32FT THE "ALEXANDER" 7 7 7 Q Q Y I I I I I I I I I I I I I I I I I -- - --- -- -- ---- - - -- - - ---- - ----- - --- -- - -- --- -- I I I I I I I � � I �' � I I ��� I CA I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I L_J I I I I I I I I I I I I I I I I II I I I II I I II I I I II I I I II I I I II I I II I I I II I I I II I I I II I I I II I I I I I I , I I � I I � I I , � I � I I I I I I I I I I I I � I I ---------- - ------- -- -- ------ - -- ----- - - SCHEME ------ ---- ------ - -- ----- - - SCHEME 2: GROUND FLOOR 50 SAINT PETER Finegold Alexander + Associates Inc SCALE: 3/32"= V-0" FEBRUARY 15, 2008 SALEM, MA THE "ALEXANDER" s N C W W Z m r m _ � N p N C m N � �O O A mor. O �— LEI 1 11 n C O D A NC (P � � z C 7 z 0 y_ SCHEME 2 : FIRST FLOOR 50 SAINT PETER Finegold Alexander + Associates Inc SCALE: 3/32"= V-0" SALEM, MA FEBRUARY 15, 2008 THE "ALEXANDER" ♦ a ♦ ® a N WV�C W z m r m _ � N C m ttrl N � O O A .ZI or jo i TC to 1 N C II C 7 2 O 9 y_ SCHEME 2: SECOND FLOOR 50 SAINT PETER Finegold Alexander + Associates Inc SCALE: 3/32"=V-0" SALEM, MA FEBRUARY 15, 2008 THE "ALEXANDER" s 0 0 A C 00 C N�Z N�Z El F--1 0 aF TI TI e � o C J W N N � O O m J C Ul W -i 0 Z. T y SCHEME 2: THIRD FLOOR JO SAINT PETER Finegold Alexander + Associates Inc SCALE: 3/32"= V-0" SALEM, MA FEBRUARY 15, 2008 THE "ALEXANDER" �4�•� �„r w 7 c�R +¢,� k`� ".r"w.;'�,� � a 'yam x aka v. � ,� ',e:.,5 v "`k S Ir9"rC9i•: %� �I u-i. *ia "i sl ,�. -s�•,sta + ...,s,- �t 114 .Y: --._ — •u n, �` r'"1i`-ate_.: ALt st lr s , y ' I n;:ten , .� � a4., e` .. - co� 3'Yry dk •` _ "���-�a'`�;>'�' .+ ti I .�. W I. . 'T ya :. � '- . � ��vwk.4lFt✓rj'�Cr . R Y 1pl rl I Ip Y-n x Ws3p e� :i R r '� a �$''�tl�i✓t 4� �k: U. { —-— � s'S 1 ._r +i._, .� ”' wad y, "v4. %.i•�� g �+r LI� w _ ��v� '7 ',s41 r 4!� � .y`+q+y,�w... '4 A� v•'w•4•'Piiy�'_� :-. - '�, fi3 '� gr�^ q -. ePac rr. t • `?euro 'a `.uow - ��f.��>pI1MA#•4 N*�j'IItq� ��i ��,y�"gpy�fl nTj�[`�`�� 4 !YW' � 3��� �`� � T .. {.��4 �y'S 9�� �� I "� �� 'r`4�`.�..� u •' < °.w..,:r�' �s„�'� r �' .I�y �'�,s -u*4'n "•o FRONT ELEVATION 50 SAINT PETER Finegold Alexander + Associates Inc SALEM, MA FEBRUARY 28, 2008 THE "ALEXANDER" 41'14 S All. t S ^i o�� Y4 e t'M xTY hya ti I I 1{Y� z 41titi 4r ISA� _ � �.. 1u ihl I4k ✓� C.w 1{ M 14, 1 44 L tl.F> 4A'4�j t ' 1A'�• ^'�`ti=. 41 �i;Px. H�9 {I i{ � t ' r SCHEME 2 : ELEVATION 50 SAINT PETER Finegold Alexander + Associates Inc GRAPHIC SCALE: 1/8"= 1'-0" SALEM , MA OCTOBER 1 , 2007 0 4 8 16 32FT THE "ALEXANDER" w..}'rj uM i ;' �a'A''� 1r d` rte.�i,�:�s)�•� .�� I . { E b r4 Shy qt 1 yl r - ' Al ��i'•+'•a s3�4t5 y� ,4? { w k ✓in`Pt i k aiyyi Wuy tl�m �r @'-mtf G Jul Ai A14}n1n'4. p 0'�'Y�'�,�, 3 > fA " 1 f al� -G4A n l} A4 ',' 1 w �Y s h.I�y4 I �M1 tN etl ��yy tl le� 2lb'k V v lid [ h �^Yry(4�1, .b•- 's SCHEME 2 : PERSPECTIVE 50 SAINT PETER Finegold Alexander + Associates Inc GRAPHIC SCALE: 1/8"= 1'-0" SALEM , MA OCTOBER 1, 2007 0 4 8 16 32FT THE "ALEXANDER" - 'x:. �';w::�.,_.. ; •;ate •.��� � testi MEN gag I A j 1 Nis in • ; w.t I � 3 - � �` ...-.r' _ - _ _,. ' "::> _ Y... .: •_w 3aw.s« an w --roi , .y ...4�.' ,«::53-,.. � L1 wf ..) � .s x � '"^ _ a .. '. •.-7 ,...i...�� 6,.�.Y -..a,+ o ..f+r�«.uu..'wa.� . a,..�.:-i � `�.,,f:,F. . 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La ai1�c...".:....h J (� I LEGEN 50 i PROPOSED cw6nnxs T LPFEGS[cOxCN[rE CYRB � — — — HRIL < MR NRR PETER \ ---°'--ORNN GxE \ — • u]cx Bwx \\ M,,,XB ,ACA'EnC✓£R]BIAN 1/15/z001 ——5— nR]ux vulxY[E — — Salem, MA u u O sfwER wxxpF � R9L m9Rw1 \ \ GR vµvE!1R \ O \ REFER TO6PNEWAY FUNS MPRONIMATE 11MR OF FULL --i— — — - — New BOS011 Ventures,LLC \\ e9C� \\ OEPM PAVEMENx CONSTRUCTION -_ ��� OCRNcpEIE wµR \ N \ MATCH OM]EWAY ELEVATION I ®MBGµWIFRI[NRB!bw, Finegold \ YxF \ PROPOSED PARKING nox[Nu[ C/TV OF SALEM YNOEneoBnlNc "`RYPA" Alexander + HOWARD S]REFT BVMA[ GROUND1s VAPRING [M SPACES 0.���] ry°5px 1WFt ER al n Y °R s[°E Associates Inc NIM[RKS Architects and \ \ \ _ —•-�SrOCYJ➢E RNLE \ \ s x Preservation Planners 9.¢0 R ealE tempo Anm [iOsigN Me \ �\ RLL s.o IP.WsraRUER P E TOR..R G.. POTENTIAL FUTURE �BR"" Structures North HARKING sbnxturajB \ \ - _ _ IE v2p ED 81°xE PANNC \ \ ..... J00 V V \ 1 Y SP.1LE5 •\- \ 1 1 PflOPo8E0 to EM0.5NCE BDGG°CON M \ \ 1 ORNEWAY 1 \ EIEV 41.28 TWSN i 1V AV _IBY OTHERS) - - �'- EM[MW¢ Mi f8 5 � HOUSE 1esss. BLW Ene�[G / r / r IBES! SALIDA EENfiAL 11N i 25 16'w BMnd.ep[pIi¢Btd Inc.pre'. NIT .�. 1 MOINTIRE 1 1 I �iT I R=p �_C,RU.RxBBRITIYNRERNEr.1QL)[ Grey Awr c hilecis 3RESIOENTIAL[WT PRGcovaSALE, Hancock Associates _ \ `ENTMNCEp `v L 6r[nuf %' Tt w t A y J. 1 t B'i0 T D SIYBT°B A E..-21. E�tv-mh r i t t`A { Y � GAE..-21.. ran F eRYANT ° H.W.Moore Associates,Inc. chI \ %P aafo u ` 9 i)_ESIDENTIAL UNRS.. i o 905BMA B In X p�C ry COMMERCIAL ID.` ♦ ` w '- y ?F \♦\ ♦\p\�`,$ 'y" G d LJA CRAWHf TRUESTSTUDIO p F.F.ELEIL-21.26 11-EXHIBIT \ -------- Q o LAYOUT PLAN aD roN NQ 56p 9�� ,�. �. '.PYRxGE s]oR.0 CONDOMINIUM 2 W ♦♦ � A _a v L-SLIT. � I R U Z P.,DID \ RAST 00 PARCEL O I . /. \\ I I m6\ ♦ `\ HEROExm I \♦ `� � II �� _ � s � _.....` °1--12s III DscD F'OF:'�, ]RNamwu Iu..rA[ ♦ � .. \♦ _-�_"__ r ]BOR O�roE .. ... . ::..•. ♦ ST. 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REVISED DESIGN N �r 1 s y 1(J r1y V� °1 L >Z Ilk,, IY ,� �pA � �� •tel+' j .. .51 ter. f � iixx gfL � PLAN,NING BOARDSUBMISSION APRIL 10, 2014 REVISED DESIGN r �r y — lirEai, i r n �A jtl .y n. PLANNING BOARD SUBMISSION =--APRIL 10, 2014 ° LABhaus I modern living. evolve( List of Abbreviations: Graphic Symbols: List of Drawings - ----- - T-I TITLE SLEET Am A/C AR CONOITIRANG J LIT JOINT LFL SAW RLY6 _nON. ACT ACOJSTCAL TILE �-per SECTS 1-5-{01 TINE S2YANT'- GARDEN LEVEL E FRST FLOOR LEE SAFETY PLANS c DSi01 RE WYANT'- BASEMENT STRIJCT-Qm- DEMOLITION PLAN ADJ ADJACENT LS-102 THE BRYANT'- SECOND E TLpYJ FLOOR LIFE SAFETY PLAINS 05-102 THE 'RRYANT' FIRST FLOOR 5TR-CTMAL DEMOLITION RAN ADD'L ADDITIONAL L L LENGTH ���� LS-{03 THE w ETRE' E TLE IAGE CARRHOLES LEE SAFETY PLANS DS-103 THE 'BPYANT'- SECOND ROCK STRIICT!RAL DEMO MON PLAN AP= ABOVE FLASH LAM LAMINATE LS 04 THE ALEXANDER- LEE SAFETY PLANS DS-104 THE BPTANT'- TNRO FLOOR $Tf TLRAL DEMOLITION RAM FLOOR LAV LAVATORY 95fl. 05-1,05 TLE EPYANT' ATTIC 5TR ETIRAL DFMOLITKJN RAN AW AR HANDLNG LNIT LCC LEAD COATED COPPER5 0 C-I E%I$TNG CONDITIONS RAN OF LAND DS-{06 THE 'BRYANT'' ROOF STRIKTLRAL DEMOLITION RAN ALT ALTERNATE LF WELT FIXTURE EXTERIOR ELEVATION C-2 SITE RAN DS407 TLE WYANT'- EL LONG SECTIONS 5TRLCTWAL DEMOLITION RAN ALLM ALUMELM LIN LINEN CLOSET 4-e C-3 LAYOUT RAN DS-LOB TNS N NTIP- STPUCTRAL DEMOLITION RAN ANC B-T AND1yW BOLT LP LOW PONT C-4 SITE DETAILS APPROX APPROXIMATE LTWT LIGHT WEIGHT DE WYMM ' MIrl1 -LGL NORM S EA5T MM ARCH ARCHITECT WALL SECTION &MCAM S-EO TLE 'BRTANT'- GARDEN LEVEL/FRFDATICN.RAN ASP-1 ASPT A T m ve- MARBLE 4-o L-10 LANDSCAPE PLAN `-!02 TLE ERYANT'- FIRST FLOOR FRAMING PLAN IV1 MAS MASONRY S-{03 THE 'BRYANI'- SECOND FLOOR FRAMING RAN BO BWICKOAR CIXFSE MAX MA%IMINA 5-{04 TINE WYANT'- ATTIC FRAMING PLAN B ED BOARD MH MARKER BOARD //''�\ 1� ALB S-{W THE TRTANT'- ROOF F4PMMJG PLAN LIT CONC BITL INXOU$ MECO MECHANICAL HJLDING DETAIL D-1.01 THE WYANT'- GARDEN LEVEL REMOVAL RAN G$ae� /g'- I'-0') ra T� ' U �$ �� PETER CONCRETE MIN VJNVILM q"^ D-1.02 Tca E WYANT'- FIRST FLOOR REMOVAL PLAN (Se, 1/8- 1'-0-) 5-1W THE MCNTRE'- FCIWATION AND FIRST ROOM MAAYJ6 PLANS BLDG 0.ALONG MSC M5CELLANSOUS D-I.D3 THE WYANT'- SECOND FLOOR REMOVAL RAN I$eae, /&' 1'-0') 5-{07 TLE NGNTRE'- SECOND ME TLJA FL CIR FRAMING PLANS - -- --- -- '- ELK BLODC MINER MAN,¢ACTI ISP PARTITION TYPE D 104 TLE WYANT'- TL6D FLOOR REMOVAL PLAN (SCRG- IT' I'-0") 5-{08 TIE 'WNTRE'- ATTIC AND ROOF FRAMING RAN ELKO BLOCKING MLD MOLDED Q D-I.O5 THE PL ERTANP- ATTIC PEMOVAL AN f5cae V8'- I:-0_) r"--e'S =!� - BEG, @4 BUNION MARK µ0N MASOnRT CPENN[i p 106 TINE WY ANT'- ROOF REMOVAL PLAN (S Ce' 1/g'• 1-0) 5-1.03 TLE CAPRAGE HCESE'- FO(NDATEEL LOPT, ANO ROOF FRAMING PLANE) Salem Massachusetts BOTT BOTTOM MR MOSTERE RESISTANT D-1.07TIE 'NENTIRE'- BASEMENT AND FIRST FLOOR REMOVAL PLANE (Sade V4'- 1'-O') TIE ,ytyyf�l TDy�ypg5 SEMI EASEMENT Mi META- 04- COMBINATION PARTITION D-I.05 TILE :WNTIRE'- SECOND AND TINGE FLOOR REMOVAL PLANS (Scae V4+ 1'-0-) S-LO THE 'ALEXANDER- FOLNDATION PLAN H TYPE D-{09 TILE N INTIRE'- ROOF REMOVAL RAN (Sc.' 1/a'- "-pl 5-1.11 THE "ALEXANDEi!- FRST FLOOR FRAMING PLAN C CAB CABINET N NA NOT APPLICABLE A&IOVAL IIEevA 5-1J2 THE 'ExANDER'- SECOND FLOOR FRAMING PLAN ---- CH CELING HEIGHT NO NOT IN CONTRACT O D-201 TLE WYANT'- EXTERIOR ELEVATIONS- $CUTIN E NCMTH REMOVAL WOR: (Seal 1/8'- 1-0'I S-1.13 YE 'ALEXANDER'- TWIRO FLOOR FRAMING RAN C� QSNTIN WE NOT TOSCALE NEL RACE NO L YNE WIDOW TD-202 TFE MYANT'- EXTERIOR HEVATIOJS- EAST E WEST REMOVAL WORK. (Sade V8- I n S-I.A THE 'ALEXANDER'- POCF FIRMING RAN NG D-203 TILE 'WINTRE'- EXTERIOP ELEVATIONS- NORTH E WEST REMOVAL WORK (Scale I/4'• 1'-0') TYMAL RIALS CJ CONTROL JONT D204 TLE 'WINTRE'- EXTERIOR ELEVATIONS- SOUTH E EAST REMOVAL WINK l5cak 1/4'- 1'-0) S-2.01 TYPICAL STRI.CTLPAL DETAILS E GEN NOTES !CONE. REN=. MASONRY, F NGS) G CENTER LANE OOA OVERALL 5-2.02 TYPAL $TRLCTIRAL DETAILS (STEEL FRAMING/GONG DECK) tU OLIO CEILING OC ON CE"TERIAMETER O DOCK NEMBEQ 5IC203 TYPICAL STPUCTIAAL DETAILS (WOOD FRAM i)1 CLOS CLOSET ON OUTSOE DgI�,B.y S5C(•p1C pLTy4 CLP CLEAR ON OPPOSTE WAND 3" 5401 THE WYANT'- F01-NI SECTIONS AND DETAILS , CMV CONCRETE C" OPPOSTENING VEWE E AID TFE 'BRYANT' GARDEN LEVEL FLOCK FLAN (5CUSI 1/B'• 1'-O') 53.02 RE EPYANT'- MASONRY TO STEEL SECTIONS AND DETAILS NR MASOY WT ROOM NJIVDEP A-1.02 THE 1BOYANTPARTIAL GARDEN LEVEL PLAN- MAN B-I (Sea,, 1/4'- 1'-0') 5-3.03 TE ORTANP- MASON@Y TO STEEL SECTIONS AND DETAILS CNTP COIANTE4 A103 TLE IMYANT. PARTIAL GARDEN LEVEL PLANS- NORTH E EAST WINGS (5c0e1/4'• 1'-09 5'3.04 THE PRYMR'- STEEL TO STEEL SECTIONS AND DETAILS COL COLLyNJ P PC PLAZA GRAN A-L04 TE BRYAN FRET FLOOR PLAN (Sage' VB'- I'-09 S-3O5 THE 'DZYMr- STEEL TO STEEL SECTIONS AND DETAILS COMP COMPOSITION RAS RASTER A-!05 RE 'WYAIN - PARTIAL FIRST FLOOR RAN- MAIN ELI (Scde V4+ 1'-0-) 5-3106 TLE SPTANT'- WOC I TO STEEL SECTIONS AND DETAILS CCNC CONCRETE PAF. POWO R ACTUATED INTERICP ELEVATION A-106 IE WYANT' PARTIAL FRSs FLOOR PLANS- NORTH E EAST WIGS f5cae vq'- I'-O'1 5-3.0) THE BRTANi'- ROOF SECTIONS AND DETAILS Z CONST CONCREEJCTION R FA TEEEEOCKER A-L07 THE 'BRYANT' SECO C FLOOR RAN *We• 1/8+ 1'-P) 5-308 TIE WYANT'- ROOF SECTIONS AND DETAILS 1 CONT CONTNJCU5 AIDE TFE WYANT' PARTIAL SECOND FLOOR PLAN BY MAN DNG (SWO, 1/4 I'-09 5-309 TLE WYANT'- STRLDTLPAL ELEVATIONS COPT CORRIDORRAM PL LASTIC PLASTIC PROPERTY LTE LAMINATE A-1.09 TLE WYANT' PARTIAL SECOND FLOOR PLANS- NORTH E EAST WINGS ($aae- 1/4'• 1'0'1 S-3.O THE T)PYANT'- 5TOUCTURAL ELEVATIONS CPT CARPET A-II) INE WYANT' THIRD FLOOR PLAN (5cae 1/8- 1-0) S-401 THE 'MRNTRE'- SECTIONS AND DETAILS CRS COIRSE(NG) PI"N"G ELEVATION MARKER 1 PUP WEFINE ED METAL PANEL AIII T E WYANT' PARTIAL TWRD FLOOR RAN- MAN 9A_DNIG l$cde Va'- I'-09 5-a.02 ILS AIFXANE'- `- FO-EC AND DETAILS TION A-112 THE CIP PL' PARTIAL THPD FLOOR THAN- EAST WING CS CONCRETE SEALER PET PRE��y� PRESERVATIVE 5-Sq TLE 'ALEXMDEiI- FCtNDATI(OJ SECTIONS AND DETAILS - CT CERAMIC RE T4E4TED E RCOR BANS AT PLAN ZAS (Scael/4+ 1 I/ 53.02 THE 'Al-EXANLET- SECTIONS AND DETAILS A-113 TINE 9RYANT' ROOF PLAN E DETAILS 4cde /8'- I'0') CW GIRTAN WALL PT PAR REVISION MARKER A-II4 INE 'MCINTIRE' BASEF£NT AND FIRST ROW PLANS (5,0911 '- 1'-09 55.03 THE 'ALEXANDER- SECTIONS AND DETAILS PTO PANTED A-E5 THE -McNTRE" SECOTD AND THIRD FLOOR PLAINS C,AdO� I/4'- 1'0') D DEMO DFAAOJTON PTv PANT COLOR - A-{I6 TE 'IAINTIRE' ROSE RAN E DETAILS (Saa1e I/4'- 1'-O') fir. RONram DING DAGONAL SEE SWEET A-15 .-117 THE 'CAPP.GE FIOLFE' FIRST ROOM, SECOND FLOOR AND POOP PLANS (Scae 1 1'-09 F001 - FRE PROTECTION LEGEND AND NOTES DM DIMENSION PIN PARTITION A-HELI THE 'ALEXANDER' G4RDEN LEVEL FLOOR RAN (Sc.111/ '- 1'-09 F0.02 - FRE RROTECTKON, DETAILS DL GRAN LEADER PVC' POITVNYL CWLORDE � SEALANT JOLT A TIE 'ALEXANDER FIR'$T FLOOR RAN (Score I/4'- 1'-0') F003 - FRE PROTECTION, DETAILS ON DOWN PAD PLYWOOD A-1,21 TLE 'ALEXANDER' SECOND FLOOR RAN (S ' 11 I'-0) FOOD - FRE PROTECTION, BRYANT BU-DIG GARDEN LEVEL D5 DOWNSPOUT .-1,21 TLE 'ALEXANDER' TLARD FLOOR RAN ($ - 1/4'- 1'O') 9.01 - FIFE PROTECTION BRYANT BUILDING FRST FLOOR OX OA.EX A-{22 TWE 'ALEXANDER RPOF PLAN E DETAILS (5o IF4' 1'-0) F1.02 - FRE PROTECTION BRYANT BULDNG SECOND FLOOR R RPIS UBBE RISER A-1.23 TINE ERYANT' GARDEN LEVEL REFLECTED CEILING RAN (SWe� AS NOTED) P103 - FRE PROTECTION. BPTANT BELONG THPD FLOO'3 DWG DRAWING R TOILET ACCESSORY IOW DISHWgSLER PD ROSE WAIN 4-E24 TLE 'BRTANI FIRST FLOOR PERECTED CEILING RAN (S % AS NOTED) F201 - FRE PROTECTION, MCNTRE BUILDING BASEMENT AND FIRST FLOOR REF REFRIGERATOR A-!25 TLE ERTANT' SECOND FLOOR REFLECTED CELNG RAN (Score AS NOTED) F202 - FIRE PROTECTION MGNTRE RILONG SECOND AND THIRD FLOOREA EACH REFLPB REFIRBISH A-1,26 TWE TRYANT' TURD FLOOR REFLECTED SELLING PLAN (So.; AS NOTED) F301 - FRE F4OTECTCN CARRIAC£ BUILDING FIRST AND SECOND FLOOR ATV YE WINTIRE' AND THE CAPPIAGE -wEE7 REFLECTED CELING PLANS (Scda AS NOTED)EC EGG CRATE RES PESLENTA-l2B TLE 'ALEXANDER' REFLECTED CEILING RAN$ (Scael/g'- I'-0') F4.01 - FRE PROTECTCN ALEXANDER 9JLDING GARDEN LEVEL EF EACH FACE REO'D REOIRED A ALIGN SLRFACES F4.02 - FIRE PPOTECTION, ALEXANDER BJLDING FIRST FLOOR EJ EXPANSION JOINT RE ROSE PAN F403 FIRE PROTECTION, ALEXANDER BLLDIG SECOND FLOOR EHEC ELECTRIC RL RIGHT WAND .-201 TILE 'BRYANT- EXTERIOR ELEVATIONS- SIXDTH AND NOPTH (Scale II 1'-O) F4.04 - FRE PROTECTION ALEXANDER SEEDING TLRD FLOOR EL ELEVATION PL RANI LEADER A'202 THE EPYANT'- EXTERC'2 ELEVATION'- EAST AND WEST (ScS1e� 11 1'-O') dii&4� El EV ELEVATOR RM ROOM A203 THE 'WNTRE-- EXTERIOR ELEVATIONS NORTH AND WEST (Scde' 11'-09 EVER EMERGENCY PO POLIOPENING NTEAL TNATICNSYMEOL .-204 THE 'MFNTR'P- EXTERIOR ELEVATIONS SRJTH AND EAST (Scae I/4'- I--O9 FOCI -FIl.M9NG - LE-GEND. NOTES AND SCLEDJ.ES EN'L ENCLOSURE OF ACCESSIBILITY A2,05 TWE -CARRIAGE HOLES- EXTERIOR ELEVATIONS (Scale /4'- 1'-O') TOM -KIMONG - DETAILS EP� EPDXY PAINT C SC EIXlE A 206 TLER'-E 'ALEXANDER'- EXTERIOR EXTERIOR ELEVATION- NORTH (Sc.- I/4'- 1'-O9 P0.03PLUMBING - DETAILS EO EOLIAL S SECT SECTION -- A-2,07 TWE 'ALE%ANOER'- EXTERIOR ELEVATION- EAST ISea'a• IX- 1'O'1 P100 -RLMBNG - BRYANT BUILDING - GARDEN LEVEL Ewe EWPMBNT $F $()TARE FEET A-2.08 THE 'ALEXANL£R'- EXTERIOR ELEVATION- SpJiH (Scae 1/4'• I'-0') PION 'PLUMBING - BRYANT BALDING - FIRST ROCP EX" EXHAUST DOOR EXISTING) TLE 'ALEXANEER'- EXTERIOR ELEVATION- WEST (S Ree 1/a'- 1'-01 EXIST EXISTING SG SAFETY GLASS A-2ND P103 -RLIBNG - BRYANT BUILDING - THD FLOCK EXP EXPANSION SOFT FINSHE TIL GLAZED P!O3 -RUIVIONG - MCNBRYBELONG - i AS FLIX,tt FILEPT TUE EJj( �' P201 -R-1-MBIG - MCINTIP BLINDING - EASEMENT AND FIRST ROCK �9_ E%f EXTERIOR SHIT SUET --� A-3O TWE BRTANT'- EUILONG SECTIONS (Scae 1/g 1'-09 P202 -RIRENG - MCNTIRE BLD3NG SECOND MD THRO BOOR Deveb r Ew EACH wqr SVA SOFFIT q PSU PLLNI - CARRIAGE BJEDNG - FRST ANO SECOND FLOOR Bost W. 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NATES E ABSYcvI.TKK.B CABINET SS STAN.ESS STAINLL STEEL $LOPE TO WAN A310 TWE 'ALEXANDER'- WALL SECTIONS (Saae, V2'- 1'-0') Hg02 HVAC SCHEDLLES [bsTrn, VA E$$ASHIN LOOS TTVAC DETAILS RH FTE FLOOR T A-311 T1{ 'ALEXANDER'- WALL SECTIONS lSWe V2'- I'-0') HPKVD HVAC T3PYANR' GARDEN LEVEL ELEVATION T T TREAD �.iAVg Finegold Alexander + Associates Inc FM54 FIRE EXTINGIASER CABINET- µ, FIN FLASH �_C A-401 INE 'ALEXANDER'- EXTERIW DETAILS p2 wnC WYANT' SECOND BOOR FA5FNA55 TB TACK BOARD TO TERRA COTTA BLOCK RECESSED A-401 T p Ab I y 1Y03 FICC IMYANT- THIRD FLOOR FLL ASH PLG. TEL TELEPHONE T42.01 HVAC NCTRRE' BASEMENT AND FIRST ROC4$ Architects and Preservation Planners RR FLOOR TEL TERRAZZO A-501 FEIGN SOILED IF E DETAILS W202 HVAC 'McNTRR F ET E' SECOND AND THIRD FLOORS -% FLUOR A"3R'c F TW THICKNESS FRE EXTNLH51-IER GCAB-ET- A502 PARTITION TYPES 4301 HVAC 'CAPRAGE HOUSE' FIRST AND SECOND FLOORS FOC FACE TO. TOP OF �,� A5DOOR 03 SCFELlLES CGNKRETE TOD TOP OF DECK SRFACE MOOTED A504 DOOR AND DOOR FRAME TYPES H401 HMAC 'ALEXANDER GARDEN LEVEL Structures North BLW Engineers, Inc. FOP FACE OF FNSH TOS TOP W STEEL A'5OOW 05 DETAILS E HARDWARE SETS .02 LINAC 'ALEXANDEFIRST FLOOR FOA FACE W TOW TOP OF WALL A-506 WNDOW TYPES 0403 HVAC. ALEXANDER' SECOND FLOOR MASONRY TX TRIPLEX A5.07 WY A DETAILS HA04 HVAC 'ALEXANDEW THIRD FLOOR LOS FACE OF STUD TVP TYPICAL ENLARGED PL"" SHOWN Structural Engineers Mechanical,Electrical. Plumbing, FP FIREPROOFING IS TRANSITION $TRIP E DETAILED ELSEWHERE gS.OB WIDOW DETAILS 519MISrAL and Fire Protection Engineers FTG FOOTING TH THPESHCLD A-5.09 WINDOW DETAILS EO.OI ELECTRICAL LEGEND E NOTES FLP RIPPING A5.0 EXTERIOR DOOR DETAILS E002 ELECTRICAL DETAILS E SCI EDLAES U � �`O1T♦ yI LNCENTER CENTERLINE 4EERAgMn DDLLE$ GGAGOFQ4NE00ELECTRICAL FIEEJ CATV w� LV A ID v �5E bCS1C- nav A.701 TLE EPYANI ELEVATOR PLANS. SECTIONS. ELEVATIONS. 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'ALEXANDER' SECOND FLOOR RAN ID IrJSDE DIAMETER AP WORK POM BOARJ E404 ELECTRICAL 'ALEXANDER' THIRD FLOOR RAN WP'G WELVED WIRE F' General Notes INFO INFWVJaTICN yyWF WELG£D WIRE FABRIC RICA IN511 INTERIOR V INSULATION INT INTERIOR '/- METAL MEASUREMENTS MDICTO B WITH A TO INS FEUD 3. CF CNG AN VERIFYING SHALL � RESPCNSBLE FW / s GYPSUM WALL 2' AND REM TOTS RI BE PROVDEO NT TINE ARCHITECT DECKING ANO SLOANALL O DRAWINGS AND Room Name Legend BOARD AND ARE TO MUTINIED BY E GCNTRACTQ CONDITIONS AS S CWN ON TINE pANY DIS EFORE a enM L L4lY1lRr wDO0 ALFINL ED�FACEt OFDRYWALL.TO OF 5ONPYNE R VARIANCE PROCEEDINGGOR EFT.ECT SPALLLLT BE RESTED TO TT E� LD u�aogi SHOO PLYWOOD LEE UNLESS ARCHITECT PRIOR TO TIE WOR:. TLE CCNTRACTW SNALL NOT SCALE THE DRAWNG5BO�D OTHERVVI$E. DO NOT PROCEED WITH W°RK N TLE AFFECTED AREAS WITHOUT EP W NL-C wF�0.A^n Pn NSTPUCTIONS FROM TLE APCHITECT EXCEPT PW a�ET dd T�°R WOOD RESILIENT Building code summary: PR°VI51pNAL SAFETY EAS RES, F ANY. CONSTRUCTION DOCUMENT SET Q� S I of er NOTE See L4e Solely Rau BE S�T.YNDg RY1DHn HelyM:nP�NG4$Ndee,38Feet NeIRM' 3. 351aIee,34F" HaIpM SN 20 FM HdpMu!Sd�w.31EW APRIL 23 2007 Ane. 30 NS+)'SF Ove Aral.a M(Na W(arae Am: 1412-F SF Grua A. 12 W.1-SF Gran , XaR STIR TBRPace Uea Group'. Mlved LJee U4e GmuF: R-3 Ur Group: R-3 Uw Group: R-3 !ISD wgLK N aOSEI (R-2 end A-3) CaMructlon Type: SB GondruRWn Type: SB OwMrualm Type: SA Coni mtlbn Tya'. 3B Smndan: NFPA13R Spdnden'. NFPA I3D Spdnden: NFPA M Sprinden: NPFA 13 ' CODEBuilding Code Review for the Tryantn. MASS STATE SLUG COLE eM ED CM CMR) FIREMPETYCODE: Mw.Unlwm SMe PIaWbM Cooe(2a3 Chem) wAAFin P.W5MCAJo(52]GMR) 5 Mee.BecMC COM(5V CMR 1200) NWdW Fee Resection Association 101 ttM Safety Code 11883 , j RATED PAATITp EMMY Cade 17 CMR Chaim U APP M J) (NEPA 101) Men.Archtauna Amma BoeN ReWrkohe(521 CMR) PRWECTGESCRIPTION: TM1e aWrefYl bWMina YeA-Mory MmWum Wlhsener eyslem,mndWre INe10.12"ryaMevrur tlWban S1I' �6i EGRESS TRAVEL PATH intenorbnck OackuplM The intenpaN tue0mahe decmllYMtlmdalme YeM dl inaawmry iMenm MamimM veYe;pmM cmuMe fWMm mYtl®yb I{. idtle nd atael heeme erq l"waW plemea on anrMlm lumher fremin9.The moot oonMMe IN 1"rvW Panka m dlmrielpnM lumbr rWra. TM NwNaW Ea Wree ve 3ray rmdure wM l2'-7?"Mhmemry wMla.TM inMdormMirad t'waW planta mbdhamntlaWlumbr rld heeaY (x� EGRESS TRAVEL DISTANCE PETER nmwidd6 and mnra. Tiah y."eat be wnnnew to.Tom ee aVMenna. .e.,ReudmNY Lee(R.2)Are Attenlly Use(A.t)Ilr•tama 1-3 BnLaNImY Un).The W0,Iemnenleyuru,membmfinue.TM cenrrebn WNlrcluM l]d.alllrg udle(R-2Un),aree4ureM(M9Ue)entlaalNlnaapun(A-3Un). Salem, MA 1. C-LAEEL- VIE [ P IXJ."Q REO.1Y.1=p AT EGRE$$ FLOOR AREAS E%iSTING PROPOSED Grtlen Lntl — STAR TO PROVIDE I-Lc%Pd fLVTECLHM4 FIM FMr — 2. C-LAEEL' 45 M MTE FIRE DCCR REIX1mED AT ALL ImMoRkMa MidLavY(E nen 3M Ma) — WA OT I- H?F FIRE $EPARATiCN AS¢A6LE5. New Boston Ventures,LLC Tem Roa(Ealere allic) UnmvpME — - �'i E TWIEJTY M CORRIDOR FIRE tCLO$ RE WALLS AT 12 HCIR EOSCN. MA GEhIERALOESCRIPTION: Ue Cwoup:III Im(R-2 aMA3) A LABE�55L C)T T EFIRE F WALLS Proome Haift Pntoaed Mrimxn M1YpMIw A.3nea�ac 13brv,1310e1 4. A R M HI NW.1TE FIRE W,',R FEGYJFED AT Finegold CendrutHm TYpe: No,opOI�an eta R-2 he eros:4 Ycry,W me - EtEVATCF M4CNNE RW'.4 38 Alexander + °I jf MR -''AT STAG Associates Inc An ammtlk spMNr aWath wN MiMYbd thraglbd the Widlre In emvtleme WM NFPA I3. HN6MaM Areay - F AMwede height and.gable 603) I/2 HO_R AT UNITz�,� � &Rf ••/� WeA.32-$t W,6,400W1Poe -5ox.n.," 4 `m'%� Al ... I- : kchtectsand J e Wit I Mi aa,e,eao SFJFwm - ,C� '4 - - PreserVabDin Hamm _nn_ a I BosTON. MA Inaeelm pima,demreamow25W halt 1v Nd UW .. ShIcturea North Un A4 3111ory.50' ;'' > � u..R.2 asmn.w' 1 I-, r`1&sroa.�s,,. R . G 1'" Struchrel � L EigPaeT Z01I. q, 3 AlbmdAm Pr Fba'. V2 IYX.G AT x i . SALEM MA Inaene In atea W hAti nMnNeM(NEPA-13) +1W % T I CORRIDORBLW Er De .inamfia otMone m% i cL �. Mechence .b V�i%IW��JmbNg, TdY.seem n am sed% I r Il 'i end Fre Prolecticn Engncare tm A.3 (SaW eFl it a) .11.1msF i ` urnETCN. MA U.R.t (96WSP)In) •17,MSP I .•/ a 1 OOAA''FF`^' ti AchatAwforAJRnrn. •3M1 SFI 1Architects TM llro res Wll comply WMtlro MIpM eM aroelmM ee enA 3Un,Type 3B mnelrugmEulkltp. �� I /+�1. .'y,.� ���,i Mir.. Gam./" Gra Attest Am for R-2 Br em. •e85A SF ay�LAEE v2 TOLG �J OI A Jh The Rare tall.{WN the MYM And am llmM ea anR2 Un Type M mMWtlion."N PS I G4 MM AT DLR LC Me � 11T�eC(3 T_ 5A �'Pa•b '�.�"2'a" w. SALEM. MA ,}TQµ xuN O NnL An em]e0wa holm 12 Seamednt IIIarMGrdm em! A-3Mare iriudethe madame rgiW eYYM J.c ...�.Iw. I. t N q F'1911COCI(Associates aanmr.aeiWude Sr madame a. Pt�—_ T._—r .;_.I. m Land 9wylxe A-3 R.area a R-2noorres _ - _ _ Mkrmdaam Mlcwera am fQ a .hA� m LOOPit DANDERS. MA AT STAND •��i T�� 30I� 1$F a 6,466SF - 2a..32.50 1 H.W.mNAJIe I`tCOVLAHICam Inc. 15120 SF 92503E 0 CIA e ThebWl3re amMlha C6aMan Lea oanpthe Wlll the am NWY for hued ue amps as Ylpolem in 730 CMR 313.11 Ni, � 'I I BO ON. MA Seerw Un Groupe. e F yes �I FIRE RESISTANCE RATINGS-Tale Wit(CMgr 667) ORAwiNG ^.r'.E Requined P GW EXTERIOR WALLS: I. {. I'T• - _ Ic"'�'1 Laame nP 2 2r, — THE 'BRYANT°— Non)o.ab..rre _ WA WA ,y% L.6t gzaewsaa. T _, .,.. - (- FIRE WALLS 6 PARTY WALLS 2 WA GARDEN LEVEL FIRE SEPARATION ASSEMBLIES Fine mdrde(„ers) 1 2 � + FIRST FLOOR ShWe(dMmmm ateNmmwNYnthanApanes) 1 1 T snWe(aMmman rdl.Nmamad•<YWna mare) 2 2 LIFE SAFETY F1mala holMya(mnn.m lee tan Aelanr) ,. 2 `� �� PLANS MI un and aro am saprWaM 1' 19 noor aeemLWe;2 Y lee pertltlme v r I Mime nR-2mdAStImM*313.12 . '$, p� FIREEeft.nNSTedemll,4 FIRST FLOOR LIFE SAFETY PLAN Em amen meds-aeteblelMl,4 10' 2 r ser WA WA _ SCALE 3/32"-P-O' ppp11 GUEST ROWELUNOOM SEPA"T ANORATON6 1 2rtbw ereeremMle 6 Y\ XI, I., SMOMF BARRIERS WA X A�s O11iHi NONBEARING PARTTONS 0 0 ,pI \,fA^ INTERIOR STRUCTIRAL ME IMR$ t v`.``J STRUCTURAL EMBER SIRPORTNG WALL 0 0 P G'nG��Je FLOOR C im inIeLLCTIm nat mo BEAMS 0 0 0 0 '.q ° 9 a5 r V" ROOPCONSTRUOTION nber 1Mm the I16�be leuo lbe�n namn0erM 0 0to 0'or bIEWBY maREe 0 0 { ( ®rngdd Nwwebr L Aee�YMlm Ime 3 mro nM1MpM m 'Aulanec SpnmWr RWucUon Ran Tabbaue - - ^ 41, � — a3NCMR17.01mul.2hmn/elevMabdemI F_%TERIORWALLS'. Faa.lWwwWleo'b5'.M onedmtegal hwr " 17 C L (Chpmr'n(TYee 706.2) For. weW 5'b ltl,mpdrad nlsq iel Mw ` I 1 For eManaweN >1bb19,fapAmW rYIre If OM1m! For Ne Y pIluto 5,naamutla'Jrtdon.aM brill oMecm%well.vrwidm6a Mmvmmm afzhmrR mEre. r, I l; e III _.— MEANS OF EGRESS. Grow Sooner.Foola,(aauprky Med on 200 SI gene W the midrmY ee). W4. liel BeedmRcoagrml lend AT the aemnd ata tlyM fl.MniNed,wM1tch he.the he"oaupaTq load /�w � *'�4m'� � � . � 1 EVATHOUR AT i LA�EI. 'v2 NDtR V+I3=L IBEVATOR Raei0wnlY AT (RI PT II Nk R LkXR 45'MN,2 (1'k-Apj HOSTWAY 101W SF 8roMw Act"PaoPe Y^pT` I —_•T ELEVATOR -- � � h 20)$,F.(I amara) 5 ✓s_aim A.•' day RCLP1 WI 'ry % '� SCALE Sherea,02 Egma CYaAelbn.(aplmdhm! ry) pA� Y / ,R+p yD Meal I/5'�_E inMn Pr Pemeon t. " T (h -. CiABEI y^ 0. DowY mrrldan 0.iTual0 gra'rnm P Q DATE Tata OWmut LOW pINavm Daupa kraM rN .y^spa` _ ReeiJI 61 2 m - aS Mea 1 h u 4/23/01 4' RetainedE rW N1dM ProntlW � DRAM By CNEC EJ BY m e kaine, dm Mahe R dorYcalM» 6.T JI- JY A33'tlR-2 N97i.:,S,= w. pubMorMa �k` PRO.ECT I•IJ.fER RotharedEgmew,th. PmWdW Earee VAdN j IwYI W 216C6.00 emoa+ . dere mm ems Me.M+ CdM arm. J rl 57 3P' 3.Y at 3Ycer 43'YWI(N2) - p$AWNG 13NEER WM a3'at Me comer(R-2) 48'Yoohuvn(AM3) eo'Y matmmmr(a3) I , Minimum trees aalmeroerM(rase ldoes) ` HAT HOLO AT FRE SEPPR AiOIJ Nl wm mtlmnmYlamd:ztl ELECTNC AREA Lon60 (yrnMemW Antolini FWM ACCESSIBILITY: RepmhWdoortleranee(3Ydef)aMalmtaMMdermmINl0'prandWYpullaiMandlTMpmM1Yde. WGaWrm mW LS-1.01 Se mmKTaldum by SWNwnCWe Gmup,R.W.SYbvan,dY '.. ENERGY:PaniYly Pmnred anldireaere Hemp lromtM anrb'reRWmmMadiW CMRBand]W CMR AFpmdB J. III PLUMBINGFIXTURES: 3 .GARDEN LEVEL LIFE SAFETY PLAN R,aml Prrnnded SCALE 3/32-I' C' ReaeannM 1 kitchen and 1 bath Per mN 1 Mldlen ren 1 beh per unit (2 bah genupeaoNdW In U ) Building Code Review for the "Bryant CODEREFERENGES: YA88 STATE I i1Y W.(M iFIRE SAFETY CODE: i)I�+ ---L-- - M•r IMITdm SMIe IRumMrM 1(248 CMR) Mau.Rm ProvnlYon I(i I Mau.Board,1(527112M) Naanet IPraredlon Auoda5an 101 LM Safety Code/1888 11 I{. 1 I. RATED PARTITION EndiCotle/]801 C.hpld 34(App"Ix J) (NFPA101) � I50. Mew.ArNnMum Adm BaM RWulatur4(521 CMR) E6RE55 TRAVEL PATH PROJECT DEBCNPTION: TM edetap lellbdltl8pba6Aory amauro wahew+mweYvam mnWtln0de,612 praNe wrdlial roan B-12' ` li' - - - - 1 idamasufM Mbeft .TM iMaiwvbudurocaNeted•mnMMlm daoro a•u on mranN iMarid Eeannp'A'alr pauM oamela atlean metaf vnple pMe nU area Meru-endl vacCMuYmmdbrNnaM lunYb lrwMnp.TM1e rod mnNW d1'xcW plaMemdmarWalel lumEx raMv. I PETER E TMM]rM ptl Eaa wirpe de 3etaryvWtluw WM,i-2T bMk memrry well..The mrcdacananadt"wld prk•Ibdh 6menaioMllurtdaeW M1Mry `X� EGRESS TRAVEL D5TA�CE pmbid),m mean,, Ttm"B WWIIbeconvmlbwommWuba Mu iMWiMReakmtiYUw(R-2)and Aesenalyl (A-3)fromn'e Mrmw I-3(inWmond Um).The Cm7E1 said,ie wnently u.pnd and and In ub.TM mnbrfti Wft IndluW 1]diushi,unity(R-2Uw),a roasrml(A-3 Uw)and a analmwurn(A-3 Uwf I Sa�I71, MA FLOOR AREAS EXISTING PROPOSED GVdb LCM I. CLP 6O MNIIIE FRE CJ'JR' REIXI4E) 4T E __ __ STAR TO ro PROVDE I-HOLE PRGTECrIIXJ. Find FWr 2. CiPBEL- 45 MMITE FIE l%YJP WWFED AT ALL M,dL"(E OTLIER I- I FRE $EPARATi A$,'-c'ta$1E5. Thin (Eeiarg3amoor) — WA NEWBOat011VenturBe,LLC THN FIm(EdMp Mic) UndNpN — +. ,�fi. 3. TAC- ES MPUTE Ff£ p.' DS REQA�D AT If3 LK%R �$TC1.1 MN (}FNERALOESCRIPTION. Ub GwP:Mined Ub(R1•W A-3) YQ A. ACCESS CCRROOR En205LRE WALLS. Propaeed Hi Prcpawtl Mevmumbu fmA-3dreama:l an,18hy � � - \ '. A. A LABEL D M4(DID FRE CCCV FEq.IG£0 AT Finegold Rgpaud Matlmum MpMMr R-2 Aro aa:4etary.391•M �I ELEVATOR MAC)NE RoaM, Alexander + aro aI At Mdav� Associates Inc Hafght•nd Ares. Meddnetk vpdnWer vY4Mm all Mlnaaled iM1rguyrou,ele ddMlrg In•mdunm wet NEPA I3' , r 7(// { e. T I Afssoci and chtects I AIlOWMIa hepM ptl arc•:(Table 80:1) Ub AJ Andas3P e4le 5F/Flmr +3\11+1 Uw R333bry 40 9600 SFrFiod y 4,onp Indevw In lagN Im bay pdngxad(NEPA-13) I I EBEr�a1M 1 Planners B'JSTQ'J. MA UUAi38bry,ea Ge a ' O- i R-24111 ° Struchres North ILII , / III for pedal palmed acmes war 25%.NW Used I I 4,. I-1 Iia.,. so-IlL61f31 Allowed A.Per Ann, Ind indwl UyspnNtleretl(NFPA-13) +100 % SALEM, MA 13emew.fn dr Ym rumb.rdetda. -20% ._ . BLW Ers,Inc. TWa. ..r m.m._.an w I Medne is: Beco-icel WMRlbgq, Usti (e,48g III(Z11) 11,124 3F -• �. .�_ ' f t I 1 Y` and Fre Protection ffr6mmre •v ,,,,, f urneroN. Mo UURz 11,1008Fl I,AI 64111 r AWw1Arc•forAJ nn•w. •g,M18F TMRe Arm farI III am: luigM•M•roallm0e ban M9Ub,Type 3B lnamup builtllnp. 1 � � _^� �j� trey ArCldects AWual An•forR ,dao: •aan -2 1 • -- _t LBBdp r Thendear 313 SapadeddaaeGi Sedan anR zuw ryla 3e mmaaratlm wYaa. t :, .. • , I I NcMaCd e p Aapd]90CMR 3,8115eperaarlUw(YcupaOddb lbN SALEM. M4 M38mra IMudwlM—himagai exkGl R e n Hancock Associates A-35arc + R.2 nes I. Land p.,,.,� aloxvd•arp MMw•Meewe - I T- 1 �aT AtJVER"•4rMAa 3e4� 1SF + 5,495 SF - .24,32=E1 '.yj ... I� • a a - 111 ' Moore AY180datea,Inc. t5,t2g 8F3F 17.210 9F - r" ^I cid aN TITLE C SSSandblastSandblastWe Eiww�GMO.1 Lova rprpliee athiM err Bnaa lar rda•tllu•proup•ueEpuMlatl in]80 CMR J19.1.2 Y+t r„ ;1; 1 BOS QN,a M4 ReoprM Praadand �,. a 1 1 ILII JI r ', DiFIRE WALLS 8PAR1y WAILS 2WA A r .t '.:n,w _: FIRE RESISTANCE RATINGS Tabs.ON(Ch•plar6 8]) ` EXTERIOR WALLS: Load babi 2 2 I� - - ^._'� THE 'BRYANT'- r` SECOND + FIRE SEPARATION ASSEIABLIES I IT erlBawrcC48ae(di 1 2 \� THIRD FLOOR ShaMYdha qln eWM,rdamecM labmp.amlr) '"g l LIFE SAFETY SM1Mnldherom edaNarmudaa aoda Wende2 2 Awad am n 9evad nuawM(a'nmWleeeNr4etaba) ,e 2 �}'' T4 `CC __--a,-- PLANS ubhasfafU ar seprelbm 1' dxawmdiw;2et8ro pem5wu .l. S efwaen R-2 andA-3' rwde 3,3.1.2 FIRE PARTITIONS Tanks 101 1A bW1 Q1 FLOOR LIFE SAFETY PLAN --- aft ecmaalyddd-re YNe to,t♦ 1/z" 2 ,hands, 9.parlan wA 5CALE 3/32'-I'-O' AAA OWFIIJNG UNIT AND 2 Y 0.Dannlmu 1 GUE,ROOM SEPARATIONS 1 aApruwmMlw , ,Rr , tJ SiSARf1ERS WA WA OTHER NONBEARING PARTITIONS 0 0 INTERIOR STRU s,oft".MEJa3ER& ♦ -q`,v/ siOpullrgr ME BE d•rIIMy o o F-DDFtT1 STFIEGTION iPoiBEFTING Al1- 0 0 'I.4 - j ]� v th"CONSTRUCCTION INCLUDING BEAMS 0 0 MW M1 G ROO 15,FaTRUCTION MA5 ,Smbea MqM to lowest bar 0 0 a / Moro tlnn lT dAlebN 2D MgM �,:�yl F til P `4 _ ,.NI µ In laWerlrrombm 0 U 1 W 20'm mora MWM to lawn Ea 0 D i- ., BEVAL 'Au1mWro SpinNa Redail kom Table value - ,� 4DISTwA O/n_•pdd /4rwaam r< Poop 8.52411701 requlroe 2 Faun A e1i hdetway0. { MN' - pp EXTERIOR WALLS'. Foran brnb8v0ro5,didM dmitWiethaur I "I '1 HRLR LABEL . AT CCRRDCR (Chapter T)(Table]052) Fdandor WMH>VWI(y ,us mbrM'uthour 2 y. Foreae,m weaef 10 rots fegared Mip ieOhaw I� E I Lp1 Note:Ne eaetlrq biMlra la mrulrvtled Wades entl brkh marmy wells proadrq•Wramumd2lwurflro Mlnp. Ai y � � , t � P; MEANS OF EGRESS: Grow Square Fdouni(omlpWxy bast on 200 S.F/paean for the faaddaa use s.P- 1 1 - �p Buetl on the olubarrt MM d Ute vemntl and third fetor wrElned WNN has let bryeet aovpai land. 4�. T C{nBE � dX'M1- � a 10 P 50 MM am, Readaaaf(R) 10,10 oo s�spar pomp ) m.sa Pip. `y"�a /� �1' I I 'MN.., I"� T'�'��.xo Me.j,"�F,��_:���� «W-e-•-�,�.�.r/ Egrcw Caiwaa s,Pp indemd Subbing) / _ sarw.ya o.zam..Pa ww� ,a r^ r -. "�..,` s ALE Dona rddontloaN mrnO51 pdam rvrnp• dada mrndon G -� 4� 4y -. oti .9' 2 VI5+1'-O Tda OdupaN Lrd Ilddd M GFAwt MdaW `c�< I� I� _.. V2 49J:R RlYUr11Y 61 2 28 ' AT CO�GOe DATE PrwMvd IT, 23/QJ • a . DRAWN BY CHECKED BY 3.8" N" 36"a R-2 - - - I Required Egress Widths Prodded E,.W,ddu � � FRO ECi ke.EER 4taMmy doom donations aadmi Oamv axddan 2]60fi.00 5.Y 38" ].e' N" 32"dea 43-afmai - �' p \ � bRAwNG F4I.-1EER .ft a8"aman counts, MprIR-2) mu wstmn(a3) I BRamen mivb(A.t) /1 MmimumtmWl WHenmto mp(Tads 1"5) AN area IMamum 250' Lapea proatled:15D50 (pdnaered MYUlnp) `OIL ACCESSIBILITY- Reyired daorcNvnncw(32"tlw)dtl etnke vtledwrm d,e"paided el pull eNe end l2"apish ode. I �"Inn �_ Sr this" dem by SUNwn I Group.R.W Mn,SuIItlaetl WOMr2a 2008 L v L ENERGY:Paeaflypreaavtlbuil3ryaamwarpfmmtMbarpyrbuimmeMed7WCMRBaM7WCMRAppendlr J. PLUMBING FIXTURES: SECOND FLOOR LIFE SAFETY PLAN awarca Prwm.d 4 SCALE: 3/32-"I'-p" Readrrla ,Andan aM i bah per unit 1 Aadlan and,Mh per uM (2 bah gross,Prodded In Und l) -- I S. NO1) EN ASSESSORS' MAP 35, PAL£119 5O 1) ENTRANCE CORRIDOR OVERLAY DISTRICT SHOWN HEREON HAS BEEN SCALED FROM THE CITY OF MALL 51REE1 SALEM ZONING MAP. ZONING' ENTRANCE CORRIDOR 04FRLAY&STRICT 1 M5 5TR T 9-5 2) THE SIDELINE OF BRIDGE STREET SHOWN HEREON BASED ON DESCRIPTION OF 1884 WIDENING OF M OBSERVED MAO' MER/DIAN 2 1,5 BRIDGE STREET AND ST. PETER STREET ON FILE AT THE Cltt OF SALEM CLERK'S OFFICE. [REFERENCES / �j�1 3) ELEVATORS SHOWN HEREON REFER TO THE CITY TH SALEM SEWER DATUM. PROJECT BENCHMARK HOWARD STREET IS THE INVERT OF THE SEWER MANHOLE TO THE NORTHEAST OF LOCUS A BRIDGE STREET. INVERT OfEO BOLW'2J557, PAGE SJ4 m ELEVATION - 2.74. o 4) UNDERGROUND UTUTIES SHOWN HEREON ARE COMPILED FROM FIELD LOCATIONS OF STRUCTURES BACK D££OS AND FROM AVAILABLE RECORD INFORMATION ON FILE AT THE CITY ENGINEERING OFFICES. CITY D.P.W., DEED BOOK 194, PATES'2B9-202 PETER MASS HIGHWAY DEPT. AND UTILITY COMPANIES. OTTER UNDERGROUND UTILITIES MAY EXIST. IT SHALL DEED BOOK 20; PAL 192-29J BE THE RESPONSIBILITY OF THE DESIGN ENGINEER AND THE CONTRACTOR TO VERIFY THE LOCATION, DEED BOOK 378, PAGE 17 AE-W SIZE A ELEVATION OF ALL UTILITIES WITHIN THE AREA OF PROPOSED WORK AND TO CONTACT DEED NOCK 544 PAGE 217 S>RLF! 'DIG-SAFE' AT 1-888-34h7233 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION, DEMOUTION OR DEED BOON' 1191, PAGE 285 z> CONSTRUCTION. STpElf'R Salem, MA &,{Z} PUN 1297 OF 1959 N STREET J PLAN IN BOOK 544 PAGE 217 OWNER OF RECORD, ^ WE SALEM REDEVELCAWENT AUIN0I4/TY A'S New Boston Ventures,LLC \�. V STREET D) u 4 R'rBOsroN. Nw Finegold xw a LOCUS MAP SCALE 1'= JOD' Alexander + Ii; Ir � °IAA c� AA1 vV , a °Eve n,°� Associates Inc y y lS x-°°v'5M1 N %+OwAg07Y OF SACEM Architects and : rn AF S7REE7 BUMAl CpD• TON. row PIafUlerB f Preservation xTiUsI ir 111 -\Ai�u1`At\A��t,v\.vI\vv v�\\�\'',�, �\V I\a Va f \ l pfl\v F`3�\]l jvB!. „e x9��yI�\_X!yCJ€YI�I_..v'+ -f'stlG�74a*av�.Crn64 A anV6Mrwix.i£s!f L' bt'w 6fr�q�r m>A ._D?_YYCp,pq{rA/ S\fR�t/Ju• r(cTyU�p.!-_• +�} �I 1Ia -- R 4 x .. rwc'TtCr N esMGN orth al SALEM NIA I]6 I BLW Em I npc. Id Fie RMg µ,.x. i ,re1 CiA , xDm \ I 'R' q. sTLTRrrzw 'A95W ' GrayArcNfeCtsBAN LAp $ D*n90 w zsTaer J890 suaa Mn \ )\\ �� 5}i 1 \ r ' hz " a'ocr•+"•s sw' 3\\n�\\\\\\\\�\N�g\\�mo\1.;i\\<\`F\\\,��A\\A,\\ �re i\\oA m 3 ° rinG4i 1/ --4+,�1P'use �a 9 �aree4rn Rlw° 4e7�8DiD7g3eyv'c °1CzSA °° `7 I q jen.,H�\en f.} ren_.�-t� pIu%R r`T_" _a,f'"_-'fi87e'.r�\N z/.e.r�r -e}:wselex ^ nC nwce.+I�'!9\ r\flr.u+\nw 1IR \ s..vs. ly`/efia°a}X' I R 47V1E"p• 7 OHCNe.1Jdv1C.3OV.5C.k Associates aOCIBfeB Lard"ors la� _ R sAArnfit"awc us°Fw iat Moore Assoc es,Inc.w mH.W. H. BOSTON, MP PE \ NaJ5BJ Y9N'F e, axAwLnG TITLE e EXISTING R-52.00' - LOT AREA ik CONDITIONS �49�\� \\ �.. � L4z L6°�fiv ry �91ib' $ �• NI, ° a �i1iI��-�2 51 438 fS.F Acres X{ a 40 . PLAN OF LAND n 0 qWa IN �j SALEM, MA LT -_' :W _..-.._.._XY.n ..__..`.�-.` nN�:fiq n � •.�R,t. LJ LUN u}j X N'\ EFT F `l &^TTx' C T G� ' \ i \�, .I 1•� '�.._�A ' ..._ _ ER nu I c ri '7 zf S - / _ A�� mrawu AWv.l,e.r♦A.omwm w°e 7%T�EE21n _ LEGEND �. r e� ! q d aJ}_...._.__ SURFACE CONTOUR -1J28 SPOT ELEYAAOsnml Rpt .. y pLLNyy�p qq// S]REEEE --------- * �-,- t___.' ._[.- EDGE OF PAIFMENT �?PO 7W NT � + 5ffUNOS9Ytl5 U m.z sw) .—v -- MAIN LINK FENCE qtx WDDO FENCE � LIGHT PIXE =6"s CURB VW IDP AND BOTTOM RCP REINFORCED CCWCREZE PIPE S Stl E CVRB ELEVA NOW MASCALE R VIE, SER{RLINE R MANHOLE IRM PIPE `W CAST IRON SIZE, TERIA[ !FLOW&RECRLW L%IP C0.9RUCA/E0 METAL RIPE- DRA/NLINE VDI PIPE WZE, MATERIAL ASB. ASBESTOS RPE OATS - _ FLOW&REGROW CA/p/BA5/N, VD N/RlFIED CLAY 4/23/07 S MANHOLE h RIX/NIl CAIL'HBA&N ELEVATION BENCH MARKS PVC PIX YVINYL CHLOR/D£ rz•✓'c(aJ.- RECORD UTILITY COWNECRON SMH SEWER MANHOLE Ak DATUY: SALEM SEWER DATUM DRAWN BY CIECYJ� BY w WATER MANNAS WA RR MAIN DMH ORAIN MANHOLE N0, DESCRIPTION ELEV. WLN SZE. IEC GA ZF VAL IF d ® D CAM 7E CA TCHBA.SW 1. LIGHT POLE - RT.FRONT BASE BOLT 25.43 ��yJECOOT MN�ffR FIRE HYDRANT BOY-LARD .ph..n„ J S MAIN WN 9a SIGN . FACE GRAN.RET.WALL-MAG. NAIL SET IN SEAM 21.60 DRAvmG r4J.IBat EMPING uwTY POLE WN"OVA MW (R) RECORD INFCWMA PON 3. LIGHT POLE - NWI BASE BOLT 16.62 OVFRNEAD WRES AND OILY PIX£ NF.4 NOT FIELD CDSER IED ELECTRIC MANHOLE J UNDERLRIX/NO N.P.O. NO P/PES OBSERVED g ---------n--r- ELECTRIC LINES CU. CONNECRON UNKNOWN �-� RTEPHOVE AMI B UNOERGROW 8R &RCH TREE _....-__.---(R.-.T- TELEPHONE UN£5 Po POPLAR TREE 8 &r') AND 80 MOV ELENA RCVS S87AINING WALL VM TOP 1£RRCAL GRANITE CURB BB &T. GONG BERM SCALE: 1" = 20' BC. BOTTOM CENTER 0 20 w 80 C'.\36]8\06]8-EXIST-CONC-5E.q 4/23/2M7 9�I416 AM ED, LEGEN PROPOSED 00NpRp6 O Sx NRIYIFDMIE WNIWR 50 INM COMWR 1]yE.y SPOT PRECATCO 4CONCRETE CURB VENNLLL CHMRT LNRB \\ ---D---DPUN LIKE TER PE • GTCH GSN L 1 1` �\ OBSER I£0 MAbWE1IC MERIDIAN 2/15/1001 --S— —S——SEM LINE MR NANHBLL Salem, MA WNER UNE FRE HYDRANT <Q LTE VNK k TEE CONCRETE VALK New Boston Vent res,LLC \ CAS \ REFBx TO ORIVEWAYRMlS \\ RNQV•\s' \\\ TA EUMITOFFULL BOSTON. VANDEATH PAVEMENT CONUETRUCTION AVEM NTCJNSTRUCTION NICONCRETEPIIBkWNI MATCH DRIVEWAY OUNAPOIN XAM'W.U. Finego ld= L \\ \ CITY OF SALEM GUARDIMIL \ \ - f%RNNC 91H A COSTING S,N Alexander + \ \ \f Aa,Ru -. `. RAW IX•T.NR NGWARO STREET BU7P/K p7WN9' O OTwlw caNFRa weeER -152 _ Aa. Associates Inc \ ( 1 2.1 NMUIFA SUPE ♦ -_J AN, 1 tSB(E%5f. B7 h1B.1 (ElB3T. B� CHAIN UN K PENCE Architects dN IXT wME$]IC WATEW -10.x(RIOP I SIOCMOf R Preservation Planners ENIAHD FIRE WATER 10 V A\ h \\ / SGYER TO �, REMMN IN SERNIIIEE REMOVE DORIS AND 510.N E✓JSTgJ. M4 \ \ _ 9FYAIN IN SFINCE� �.1 a. \ 5•SEAR 9fMYl ® KK R PROPER ORAONG North \ \ « Ru6elE INNVE RLL \ \ ® $.\\� a.t.r 1gµ5FCRNd`P/11- RErAxI'D Neu sw F DDNFS,IG sDmf£ Fo a•FINE sERMCE BR UCtUreB R n vd T q 4\{$ v x]0 111, hx031 _ __. WASNDt 51EXE PAWING T () \ d 5 \ Tc - �-� _ ,1.. 2 N ETl/Y1F' ZD ➢], 23 3R .,e 15.95' 'x1- \\ 5"\\,♦�' / CARRIX,SOEBAI qOU .., MBGsem CONCRETE BLW Eflp nears,Inc. = TURN zBa JOAa FJEL zRs s ss']e w IN rc.'. uM F}euPPCotec4an e V `V qc' q¢r Gv II CE n ESIOENTIAL N FLY(FD *4 X 18 ENaQSURE, - TneT RIA i i-%av�i eO% LGrayArchitects -� tGcnAxR i \ {•wuEsnc swY,OE M RE \R r ns N IEVAL Bp[ J39D' \ �- \\�``F\\ \\\C•1 - 11 \ N ° Ir �+c s� Awmrs smar \\- nRE swWCE xna )} �I EDIU" RUN S i�$u t r: sNITz IS IMArrrPPP���...\ / \ a•urt veisE k BD% �N F. V , 1 1974 ENIIYNCF Ol KrpAl UFq�•V kl, f _ I-2120 ______ _ RppB w U \\ F APchX°cie E+9 'fi KX,KfI Il GvV°�h xT PRI CONCRETE AUG SPLE3,1. M4 �tl �y �E _ ),4ca1X ` \ \lc. \ i .. ! 4 , `_ REVEAL Associates \ _„ I x61 �•'4 TINNsT?N Hancock cSurveyaR SNTMNCUE V - B'To ]• R �a�mE-as, w \ NN. . k ::.c iLEV..Yf]e M' ' 3 xe y ~ ��\ .•a '`: . � �O�.N` �': \\�" ' — —J- T¢EP1wNE w.pwtE x H.W.Moore Associates, Inc. ..y,c BRVANT 1ATAIKRp R SOIE:rID SOIAWO w A-{-1 CNY \\♦ \\\`R.I W \�1.\\ax` ` \ �1' \ I—\....R'2'8. '. .N(Lry UND. JNL BLDG. •\4LT Bo BG^.TTCN I.N 1 \\ \\ D .✓ ]GO, 7 RES19LINTIAL UNTRY °+.a - 3t � wA3 ,_ COMMERCIAL JAIL IXHI&T - 'S\\ -. \ h]].JI "• ® DRAV TITLE y STU[RO \ \ y A L _ _...�. - \ \ a RlYA F.F.ELEV.-2126 9 R / Y"' 2 was o m _ 7 p m FOR ro _ f � $-1 1-xa.w SITE PLAN PwuelNG NNIS :S::v . B.5 .. EL NOSS \ \ ys "cAJELEU-nS \ I q T pBl A-J IT WMIX x53 RRo1((x5 N `DOENlSNpR R�O1S.S(1 r- /.W:. ] Y .. •�..1 A To ` Y NOTESWI1TMCiDR AM � ^I \M (rvp.7 RE)KNE)CB S'f A HMu • - PFRnNEM GTY LEPARTAENIS BEFpE COMMENCIIeG,NlIY NTIE REID. \ �,J\ J(p�p. 1 \ 1 ., `.: 'I e W—"µ� MX N1 VD, \ ,��TD- Q 2)ALL SITE WORKANOIMTEPoALB eHALL CONFORM WDH THE CITY OF 9NEM SRO,Iffly \', \ E . • """ : _ AX ;_ PLUNNNG NANB _ BUILDING REQUIREMENTS g . ��"��'y v}�� ` \ '\ \ u NSaour pwinfe w., h2o. dk.NI xe f yd :P OR Aa-1 (1�) Ullr ! ..1. a R-zs.x0 3)UNDERGROUND UTTLITIEs,AS SHOWN.WERE DERIVED FROM ROD ) I.23W INVESTIGATION AND PUNS OF RECORD AND MAY NOT RE CCMRkIE OR �S� 1.22.NX51 ACCURATE.CONTACT-O&SAFE'A MIMMIIM OF M HOURS MCI TO tK 7X_ v 22 ?3_" ��]{'€ \r rix - eoMMENGINGaTe was \ \ N \ �� \ t `' •• - vO WA(x TRWYRON RAFLL Ug URBEDMEAS.NMMHERWMDESIGNMD.SWVEBELWRED U,) +p-RWwI RINK 0 TO I• WIRH�'OF LOAM AND SEE0E0. JS I. _ f ! ! "=i 1 T �-- 3.) HIM EJUVATIONS OF ORMNAGE AND SANITARY SEWER IMNHOUS ARE ,nL 1 1 \ \\ ` ° ,,�V �••. \5 - 16 - -. Y _ oe f-1, :: IMMVOMMATERWLLELEVATIONSARETOSESETFWSH.ADURUSTALLOTHEANM PETER "Ae .,;nET:.YE 77 $}MEET M-PA59 / 'YMIC-a° 1 Iv I_1 X '---'-'- \ fGWtlwl:liYFllPIBY OTHERS) \ 1 3 _F, ->- ♦ TS-1 - [ 1 -. - _ .. 4 ....--{i'}_---, fi11HE CONTRAGTGi SHALL MAKE ALLMRANGEMENTS FGi n1E ALTEMTHXI PERSONS 111 \ lX.!P i < E F X L ria AND AD.111STMENT OF GAS"CMIC,MILEMCNE,RI ALARM AND OTHER AM * PRIVATE UTIUnES BY THE RESPELTIY£UTUIV COMPANIES,AS REWIRED. �Y�- SUN C 9M 0 ,, 9 Sl E:wING !N E OM M•1 xy;p G%` 10•%5•TAPPING SLEEK. x30 R�BJS :y 5t1 SR9B R gISq EO K1-.\`- GTE VITAL k EUi >.I AJL pUINRPESt21NCHE8 OR 4R0ER SHALL BECU$SIV RFINFOICEO hHUXI htBdO 10 MAN. W1Btl 14'1.A k)xp!!��� ry ,q yTrl1 CCRCPETE RPE WITH IEUBBFA CARNET JOINTS OR PJC SCHEWtE SDR W33 J1__1s_x pNN RPES IESSTHAN,2INGHES SRNLLBE WCSCEEWIf SDR 135 \ pH Ih3a030( DOSNW STREET uwr \."._ IEg RT BI WATER SHALL SI GEAND MATERIAL ATE IWOF EXISTING TING ATM P \\ \\ \\ MM 5 N0 STREET UW 8.008 R-2 53N _DE MANE Et£VAnw OF IX4TNC CONTRACTOR OR TO VERT yS MO MAT AIALO E%13nNG WA ER \ \ \ 4h15.50xI(II'IX) 1.30.8](PRCP. 12'J D>TR3NHNC NE DUCT IX6fRULTw NS PRIOR 10 \ \ \ 'L� I IS 13'OUT) -20.](13.O11T) ST)ROVER UNESSHI G PCLWINYL CHLORIDE,C1.11,(PVCI CONFORM. \ \ \ L ) EAST.ONH TO ASRA 03014SCR 35 FITTING SHALL BE RUBBER WING CONFORMING TO ASIA A.1\ \\ \\ 11 1..13�m3 SR,'IICI✓L DRLL 12• OJ312. NR. N) 1BypI rRLL 10.)NL CfMCIfiION MAIEflLLLS14LLL BE PPOFRLY pSPOSED OF.REFERTO SCALE I.1a.90(NEOP. 13'1 (BEE NOTE I5) BOARD OF HEALTH REQUIREMENTS FOR THE FRONTO DIBP06LL OF MERCURY 1'-30' \/ E \\ \ \ $WITCHES.FWORFSCEM Uf3HT8,ETC. DATE TEST M g \ \ \ \ \ 11 J CONTRACTOR SHALL INSTALL AND MNNTNN A STONE APRON OF S INCH OR 4/23/07 \ \\ \ \ \ DETERMINE REVAnw OF OSTI 20POUNOSTONESAT LEAST 30 FEET`MCEAND 50 FEETLONGTO BE USED Cn \ \ \ TEIEPHwE DUCT RANKS%DOR TO THROUGHWTTHE CONSTRUCTION PHASES BETWEEN MLYIORKMEMAND DRAWN 9Y CLEC1.® BY pWN PAVEDAREAS CONSIRJffpry / \ \\ \ \ . `PG `MW R / \ g \ \ \ \ JZ) CON RON FEACH ONTO UCTION.Yy &ANLL BE SWEPT AT THE VMJDT N6�t CONCWBION OF EACH CONSTRUCTION WY. 27e0600 13.)THERE IS CONSIDERABLE CEMENT CONCRETE BLABS,FDOnNGS AND DGAVIBIG NAAI3B2 FOUNDATIONS ON THE SITE WHICH MUST BE REMONEDAS PART OF THE SITE \ \ \ IN \ \ / IMPRONEMENTWORK.THE CONTRACTOR SHALL NCLUOETHIS COST IN HIS RD 14)REFERENCE'. EKSTINTSEVAER SERVICE VIDEO TAJ GSHALL BENG PE FORMEDVIDEO NINGBY A THE 4 \\ \\ \\ \\ \\ ✓ EIGGi1 FR EWYUNES.70FOGAPHYANDBMFEATURES EO3nNG5EWERIBEINICE.VIDEOTARNGSHALLBEPERFORME08YAFlRM C2 6 Y TAKENR FROM AAN ENTITLED'RSTR 'RESTING GONDONS PIAN OF EWERIENCEO IN THIS WORK AND APPROVED BY THE ARCHI - TECT. L LAND IN SALEM MA'DATED JANUAWT SODS PREPARED BY 15.)USE DIRECTIONAL pxWNG OR OTHER APPROVED METHOD TO INVALL d \ \ \ \ \ \ HMCOCN ASSOCIATES. DRAIN UNE UNDER EASING STONE WALL SUBMIT MEr11O0 FOR APPROVAL R \ \ \ \ \ \ DETERMINE BOTTOM ELEVATION OF THE TELERHONE DUCT BARKS MOST TO \ \ \ \ \ CONSTRUCTION. e \ \ \ \ \ \ c:\2s)eue)e-s2I e.5 a/n/zam 1.33.02 Pu far LEGEN PROPOSED COMMONS 50 53 INTERN—TE CONTOUR NDEA CONTOUR DE 1166, SPOT MIDEAST ST OCMIDEASTCCNCREfE CURB VEfl11GL CMNTE CURB `\\ ---D---ORAN ONE PETER \ ■ G1CM RESIN OBSER MED MACNEpC MERIDIAN 2/751200/ — ORNN MANHDIE \ —5——SPINET IINE Q SEWER M,NHDLE Salem, MA -W -RATES LINE \ \\ * DRE HYDRANT `°T GATE VALVE A TEE New Boston Ventures,LLC \ a \ REFER TOOPNEWAY PIANS APPROXIMATEUMIT NTCOF FULL OCTEDRALEwux BOSTGN, M4 \ \ DEPTH PAVEMENT CONSTRUCTION OINIECINL COHCREIF PIRB R WN% MATCH DRIVEWAY ELEVATION 81 RETANING W.LLL Finegold \ \\ T^ STORE W.LLL W \ �\ CITY SALEM Alexander + 'HOWARD SWEET BURIAL GRUND" EROSION CONTROL WRIER \ `\ \ mr D\ 1 11111+:•• CNNN UMR UO fEIF Associates Inc _ Archillects and 'Ac ,\ T xwE FENCE Preservation Amon Planners S AND RWMM£PG�ROVIDE PILL 1 n1r`kl; TSVISFD■■ PM1° P S\ $ FAR �R GRADING POTENTIAL FUTURE eRlcx Structures North P HPARKING �� CSh.U:cWrd \ \ SCALE:I'-2T WASHED BTCNE PAYNG Engineers JS'lA'W - SALEM MA \ \ ���—��—•` �— \ CARRIAGEHOU U N859w \\ \\ I PROPOSED 3!IACD • ENTANfJCE E%IST ENBOSsmcoxcREre B IIBE EbCIfICBI,UIC. \ \ I DRrvEVMAY 1 1{ ELEV=iS555128 iPA6H RE IAL UNI Oi T5'1B"W ( �y and Fre PIo(ecipn En¢7eeE 9� .....:..y ti� • \ \ FEL 'ID.5 ti\ a \V A (BY OTHENSI - FegDSURE . LITTLETON MA MtINTIRE \\\\ \\\ I \ / 1 1r�.• — — — — , __ — ' IJp GATr e Architects (DUST J (EES HOME) LaNIOCIA E-04-111.B 3 RESIDENTIAL UNITS F PP.¢.-aBsn p x a suEM MA 1 / / -TRANCEe \, -- 1 GLUM(7-REVEAL) Hancock Associates \ \\ •� wRxixri TRANSITION RA Land 9vreym) T---_-- M. ENTRANCE ENTRANCE MA En .=31.0 E.�2 \ ` CURB k H.W.Moore Associates,Inc. \� \� BRVANT \ e9uNro CMI P ...... 3 2 Ergmes 7 RESIDENTIAL UNITS ' O BOSTON. MA \ \ \ MCA 21: COMMERCIAL11 Z b1 JAIL EXHIBIT A NEER u N Pl O y DRAWING TITLE MDG ( }? 8 RESI ENTIAL of ARTIST STUDIO Ui,WS.... ..._ <' � m � m F.F.ELEV.=21.28 9PARKIN SPACESFRE�0 y a = Q O LAYOUT PLAN vvv \V AV A ��,. N 38'3120•EY B sN GARAGE Eti'-38.5 'Is - U n Ch 949 GARDEN OF SLEL=35.5 Q U q 2 W R=S200 O O S1 COFFINS 84 SUDMILS N41. CUT A rMMEDIA REVFK FROM a- IE- A-Y_�`!_` ,. O•TOa iNW O•me• � J 4 Vj\\\�l//y/EhJJJ(__-' \ \t ST. \PETER JC- VAMABLE WON) STREET 8"G STREET TREE `\ \\ PROPOSED \ \ STREET BY EASE ®I4giN AMUMv.Aeo>Isk woe (BY OTHERS) _ _ _ _ __ ___ ID � REVISIONs \ ^ EMIBIMf \\ \\ \ A4 i 10 REWNX -- c \ \ \ Y EWSTNG BITUMINOUS a \ \ \ yJ CONC. smEWAO( W411MG sTREEr OGXr� E \ \ \ \ STING srREEr ucHr SCALE 1"=20' \\ \\ \\ \ DATE \ \ \ \ \ PARKING SUMMARY 4/23/07 \ \ BY C OR HECKED BT q GARAGE SPACES 9 yG MIN g \ \ \ \ STANDARDSPACES ES 30 TOTAL svAces Ba 7S5O&OO X /1 CRAWM;• NAEi33 REFERENCE: �\ ■ EXISTING FRfl1OPEPTY ONES TOPOGMPHY AND SITE FEATURES ■ _ \ \ \ \ Y\ TAKEN OM A PIAN ENTITIED-EKISTING CONDITIONS PIAN OF C/ 3 LAND IN SALEM MA'DATED JANUARY I,2DOS PREPARED BY \ \ \ \ \ \ HANCOCK ASSOCIATES. C.\2678\3678-SV d19 +/v/zom 1as:02 PM EDT I so PETER �y spm, MA s Now Boe$m Vwhm LLC CITY OF SALEM BMs M, MA z 'HOWARD SIREFT BUIBAG GRODNO' Finegold sm Alexander + Associates Inc ox ACC T& eats y Q PPrroomMm PPkmm Y .d1 M BTJIM"/ BOSTQ. MA JDA11 R H lS95' (Z ST SAW RESIDENTIAL UN FFEL•296 5 dT 78"WWIRII l� vrL[M, LU EW . mrcrrtn p ( UNITS BUH UTFETQI, NA '\ SI/fIMMC6 OSMIdNAL r - Onmerl/"mnAL)[ Q8y AfGMede �, etv s r>LwTrcw a D4BDa t \\ < `B1RRIrII1GE •167J'" ENT�� SIAAL�E�M�,�N�A1, ♦.��� NTFVEL .=185(Tt'P. L91mdAeeocehx GW L BT (EI(( IST MJAIL SIIXi) -'ts 1 Led \ yxr tO - iv 17 RESIDENTIAL UNIT - i DNIVEFS WA V'EL LNTIIY g446gqq,,, 1.\ ^.fief.n SAV '�°ndk �,i JAIL EXHIBIT 5$ NO17 L I V O$ K e ABBOoeh�er�' �\ '.4'W�•Ndz ,. ��yy A=RTIST a HEST 4 ]� m" \ tJ] F.F.ELEV.=21.26 TS r !, I� ' BOSTON. MA \ L aPARIOE SPACE •7 V L \ y GM .26.5 ONAMNG Tll£ w 2 L ENTRY LANDSCAPE TW FL PLAN Y FNa:rc,ENc oBr \. \\ AAl Lt To _�- •�i•rwr WGRIAHE SCnQ STREET \ � oortw A,Bt uart LANDSCAPE PLAN LEGEND 0 Orcrow,*N2 er.M RMS PLANT LIST m mr emwr x.art rsLAorrwE MuSFTEr SOUS m w aMvSnMmcwnA» noieriawm sradcAi Y-4V-O' Nam DAM u Laufimrw NvnexAe AYLA1mrvv a�9-ax. 4/23/07 w m NnuavwcnwwA avlroxeoxwom x,rtrx DNANN BY OEIXp)BY PNO.EGT Nu\6FIi 2'506.00 SBAINI0 NUIBEN L-1.0 CB.U1T[w LADIES- EXMPNOP EEVATICFfi WALLS TO FEAgVED I 0 L REI.IDVE EX5TW D000 WNDOWS, PLYWOOD BOAWiP. FRAME. SASH NtEItICIP S E%GTIG TO PFAMN TPM STOOLS LL. ETC , SMEL RATES SECIfATT SCLC{NS/ AE$H WCCO T DADA .2A a a2E SAWCUT, VIRE WT DR RALE CUT (SEE T WILL. ETC TO I FlIPOTCYEP ORI EVBT MAQQ SLJ- FP. W NOT DAMAGE III AWTW EOUSTIJG XST14G FNSN i0 REgSTO I.EW DEIVC) D MP CIRY ATD PROTECT EIeSW CERATE SLL T5, L DAMAGE IXRNG SPECFOATONS) E%ISTNG rnA.SOIRY AlD STONE DBIAI.rtKT1 PREPARE CPENIG FOP IE'W WIDOW/ DOOR WTS, LWO l,E WALLS. 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AkcherceCEiectricel ___ Tw. ___ CC �___� 4Tr-� . �___ ___ ___ G end Fro Adatim e treY ArcMects � - _ - = - - - _ - -- --' - - Ha11000k Associates Lad arwym RW.Mocre Associates,Inc. CW '- --. CGdwN6 TITLE _ --- .McINTIRE°- -- — d - _ EXEERIOR II -- E3 d -' E 3 A E3 i FT" i i WEST REMOVAL WORK ��`NOOO _ TE NDIE -12 -- GO _ ��-��� �_—__{ ---------- J ——_ ____ --- O ! OVE PI1`1JTE v_ L_____ TE .9 d eMA..uos Aw eac RASE raTe .n. I..ve.wro mae rf--- J—J p NOTE vld I_----- TYP. T P, J J raw BASEMaJ ccNcvETe sae — — . — — __ — — ELEVATION REMOVAL WORK TTY°P.E 'B WE ELEVATION REMOVAL WORK t SCALEI 1/4'-I'-O' 2 SCALE- I/4'-I'-O' V0.Y'iY �y ITION NOTES ]. r VE E65TNG WOOD STAG COST TION N ITS ENTGETT. 4. REMOVE EASTNG STARLIZAiK',N SEE NOTE 6), SEE ST TLGAL DATE I F OVE EWSTN6 0.YWCC0. YTCdW FQAI£ LQfvFFS AO ASSOCIATED N WME N a �VE E%6TN0 WALL PARTITIONS AM FlIRN6 N TIER @ 11ETT, TIP AT DAy G GELD,£ E,,TM R{A19JG PVTL ES COINTERS AM TLB BASNS N TIEG @1TGETT 41Cy0] TIED MN TY. REMOVE STEEL RAR5 N TIED ENTf.'ETY NfERE APPLIOAn F WALLS TO ACCOMACOATE R VATIC, GAP Cf F. 16MJATE CG EX EXNa'TNG PR N A PT.AF' F MtNf6i TO ACCGMdACOATE 4BiOVATION AS FEQf.ED. SEE R8 ATED ROCR MTEI WAYM BT OEOI'.® BY 2 REMOVAL OF STOPS LNTELS TO W 4 OVEO RT MI SCN DO 47T DAMAGE 9. REP EWSTNG FCUDATICN WALL TO ACCCAMJLIATE r DOOR Ar PRICE. SEE RMLS N'O PLL E LOAVTGS $EE IXiAWKs Dl(M FOR 60ER4 SWROlfD61G 50 DO My>SClRT. TYP. OR EDu.E FOR REGUR9l ROUGH OIIIE . SAWOLR DOOR OFVI AS REO.li® TO ACCGMCOATE NM' EASEP6 T ROCK ELEVATK AT IL G RBAOVE E%STNG I`L C . ,0.^O WPDOW AD CGUR FRAMES APD ASSCCMT® LBXARK?1 rATES fii0£CT 3 FEMOYE EMSTNG E%THiCR MAS T WALL N PART F FRST ROCK RATE TO LMRDWAiE N TIBC El1TLE1Y. APD MCOFT 01 FOR PEW EXT6tA.Y't COOK MD FRAME 21606.00 l/'LBtF# CF ACpiICN'S G'JCF. R PA � TO RECEIVE PEW STEEL SEAM Af a SAW !EW CSBJ2a N EW'T!G WALL TO ACCOM.UDATE PEW PLA WAC LOOSE LNTELS AS REOLfIED. EEE SR TLGAL TIE GENERAL CONTRACTOR SHALL RFJ5H A IOP EIECIRIOAI_ 17. REMOVE E,ST ,000 PORTICA STRUORfE N ITS ENTRETT. PREPARE AREA TO MAWNG P11.�I APD (STALL ALEQNTE SICRNG A' 6tACN[ AS REQl1ED TO T T4E EWSTNG RELIVE NEW W III017TCO' - STRLCTIRE ABOVE DGNG OEMOLITION OF WALL. a REMOVE ALL fCYAER FCUDATNTE, FOOTNGS SPBS ETC. PROVOE ALL REOUED SAW CUING, DEiA(MJTgN AM REMOVAL OF PxSTNG CONCRETE RTU.fJOIH CGaC M IS REidOV£ CONCRETE SLAB. 11001 ETC AM P00005 ALL AEOIAED SAWCUTTNG. 0. REMOVE CP ,,5 AM ASSOCIATED FGE LACE5/IEARTHS N TLEG @ ETY FROM T.D PAVEMENT$ AM GRANTS TO ACCOWAODATE NEW COrSTR t'ON CEM0.RKXJ APD REMOVAL OF ,,T CONCf.ETE SLAB TO AOCO+ ATE A WW FQIDATI(T15 TO T.O. EM5TNG C T, TTRCAL OF 4 C/JPGF£TE SLAR A GRAVEL RASE EXCAVATE TO A LONER EIEVATICN TO IZ REMOVE A. E E STCC."_ EXSE EXTERIOR GRATE STAGS. DEMO ASSOCWTED ACCMWCDATE A WW COI SLAB AM GRAVEL RASE. SEE ELEVATIONS AM 1 EXISTNG ASPLNLT W E ROOFP'G TO RCY K Fg ATIW AS REOLYED TO ACCOMMODATE GRAMS STAR APD POLNOATICN SECTKKS FCR r SLAB ELEVATION SEE ST TLGAL FCR CONCRETE SLAB TNCaESS D-2.03 REfflo CN AND GPO" OOWACTICN d CA REMOVE OPRwG N IXTERIOR MA" WAU. AT YIIR AM SU TO 13. REMOVE 0001 TIP, ACCOMAODATE ATE A A W PEW DOOR OPENS. PREPARE TT O RECErvE NEW ODOR AM FRAME. X50 PETER Salem, MA TE .d. T1P, sYJfF o4. TYP — -- — n — — — — — t V�PR�R Two MLQrO r� — — — — — — — -- F----- o New NeBoatnVanMee LLC F------'I F—� F—� � I I I I 1 1 I I ' Finegold I I I I I I I I ' Alexander + I I 1 I 1 I I t 1 I I Associates Inc 1 t I I I Architects and ---- NOTE .5. 77R .5. TYR IPreservation Preservation Plarniers I I f -7 floslay. ,.,v, I I I L_____J I J Structures North EErgc a e NOTE vYA NOTE m5. - --..- NOTE .D. 54LEM tia _ __ - —— TTP y TYP. rrP —__ yg' erd Fre Prdectian IFJgKere ■e PA�rblg Lrt TLETON, NIA — - Ar . SALEM MA Flaticodc Aasodatee HW.Moore Associates,Inc. Cm _ eos T THE 'McINTIRE°- _ _ EX R OR — TE 4---7 -- r --� -- 4---�-_ 1– - I ELEVATIONS- - v — SOUTH AND -_-- _ EAST — —__ REMOVAL WORK I r3 _ _ — I 1 F L---J N 4 - __ -_ L---1 �CJ �J ————— ----- -- --.---- — ----- ----21 --- -————————————————————————————————L——L— rG ------------- ----------- O� J G G d 4 N.9da AMYIer�Mr.oM�Yc toes REVBOB NOTE nB� — — — ELEVATION REMOVAL WOFMC — — — — — — — — — — — — F— 2 ELEVATION flEMOVAL WORK — — — TYP. SCALE, 1/4'-1'-0" SCALEr I/4'•I'-O' SCARE V4-4'-0 NO Er DATE 4R 7 rFu-y rpltl NOTES ]. FEAgYE Ex6rw VY70D STAIR CO.{iT000TCN N rts ENILETT. u. RB.gV£ E TND STABIRATg SEE NOTE o-). SE DRAtM�G D" FOR (RHtAL DEAOLITCN NOTES DRAWN BY cYE BY L REI.tOVE E%N'TNG q.TV1000. Vw.WW FRN.E. LCUYERS AO A550CNTED HAFDWALE N 6 REMNE EX6TNG WAIA PARTITION$ AN) FNRNG N TIBC EMPETY. TTP AT DAS® 6 REMOVE EXBTAG FLU.@1G FIXRAES C TERS MD TLB BAS N TI EMRETY T4ER ENT4ETY. CEApVE STEEL BNY N T4ER ENTRETY W48.E AFRK;AtZE. WALLS TO ACCCMACOATE 4 VATICN CAP CFP. THiM.MTE OR D( E TI P N A PROPER MMfEi TO ACCOM.TODATE RE4DVATCN AS REOLSrCD. SEE R@IOVATED ROCK PROJECT NA R 2 REMOVAL OF STOTE LNTELS TO SE REMOVED BY MASON DO NOT DAMAI£ 9. PRSPARE p25TNG f ATCN WALL TO ACCOT. CQATE IE V/ DOCK APO FRAME. SM PLANS AND FiIA@1G CRAWNGS. 2760600 SLRIROJCfJ,: MASCMT. TYP. OODR SCIEOLLE FCR 4EClRCO RCxGYR CFENNG. SIWOX DOOR CFB+6 AS REQi£D TO ACCOMMODATE NEVR EfA 9.5Ji BOOR B ATION AT SL 16 QE.AME EASTNG PLYWOOD, WOOD V DOW AD DOOR FRAMES A+ ASSOCIATED DRAW NI.BB't a R9rOVE EXISTNG ,TE,CQ MASGRY WAIL N PART FPOM POST FLOOQ RATE TO HARDY N TER E.RLETY, MO MCOFY O� FOR NEW EY.TBA.)R' OODR A1'D FRA,.£ LIiJBiSCE OF AMTCNS ROOF. PREPARE C� TO GLC£iVE !EW 57($ ¢4M APD LJ SAWOI 1EW N EWSTNG Wd TO ACCd.M.',04TE NYI PL . .. HVAC LOOSE L S AS REGIRED, SEE STOJCTLRAL T4 GENERAL CONI4ACTOR SUALI RF AND/CR EECTRCAL. 0. REMOVE p{BTNG YV000 PORTICO STRLICTLR N 175 ERTRETY. PREPARE AREA TO ANJ NSTALL AOECUATE SCRP6 APD BRACM AS REOL6ED TO SLPPORT TE EXIST6 RESEJVE PEW WOCD PORTICO, STRUCTURE ABOVE DLRI4G CEMM,A.1T OF WAIL 1, RE NE All FORMER FCLNDATC-a FOOTNGS SLABS. ETC. PROVIDE ALL REOUPED SAW DUTTNG DEMOLITION AND n VAL OF EASTND CDNXRETE. ETW4QLG CONCRETE, I& REMOVE CONCRETE S.AR AND PONCE ALL REOIARED SAWCLITTNG. MMOLITCN AND 4, QEMVE 011,TEYS ANJ ASSOCIATED FIREPLAOESAEARTIS N TER ETIFETY FROM T.O. PAVEMEMS AND GPMTE TO ACCOWACCATE NEW CONSTaCTCN REMOVAL OF EIUST C CONCRETE S.45 TO ACCOMMODATE A PEW C@CRETE 3A9 APD D-2.04 FOIMATCNS TO T.O. EASTNG CMM4EY. TYPCN. OF 4. GRAY BASE, EXCAVATE TO A LOWER H VATCN TO ACOOM�MRAATE A NEW CONCRETE Q. REMOVE. NNBER E STOCIR'LE EXSTNG EXTERIOR GRANTS STARS. DEMO A550CIATM SLAB AN) GRAVE. EASE SEE ELEVATCN5 APD SECTIONS POO NEW 3AB ELEVATION & E(STNG AERLA T SNNGLE ROOFNG TO REMAN FOLMATCN AS RECUMD TO AOCOM.%.UATE GRANTE STAR ANO FOLMATKN SFE STOJCTLRAL FOR CONCRETE 3AB TNLXNESS REN'-CRCNG APD GROM ONIPACTICN 6 CARE y NAND REMOVE OPE" N EXTE 100 MASONRY WALL AT JM APD SLL TO 0. REMOVE DOW GPOUT5 TO FACILITATE REPONTNG E MASONRY CLEANNG WORK, REPLACE. ACCOMMODATE A NEW DOCK OPE". PREPARE CPENNG TO RECEIVE NEW DOOR AND FRAM£ 1 Q2 2.3 3 3.5 4 4.5 5.2 6 I 8 G6ERAL NOTES- EXTERIOR ELEVATCNS PATCLL REPFOR MASONRY 4 E PAINT PATCH, REPAIR E PANT CCLEANN6. MASONRY TPEESTORATOK 1 SONRY O ALL CFTJWENi KETAL ALL CRNMENT AETAL REPOINTING, METAL RESTORATION SLATE/ COPPER AT CUPPOLA YP. AT CUPPOA P. ROOFING RESTORATION AND ROOF FLASHG, PATCH NEW METAL. PREP PROVIDE ACP ryTA S£ET I.ETAL, TYP. FRONT OF IWI EPOCH G2 M°DFY AND PATCH ALL EXISTING EXTERIOR IP01. p'q LOLNERS TO WAVE EI(751 AT S S�ADATE NES 4DOORROR EIXIR®�WO O�NNGS GREA) L UV MAX OV MN FREE PROVIDE BED SCREEN IO AREA) L i0 PROVIDE MA% PREPARE ALL O NOT Y IvIAGE S R RECEVE WINDOW TYPE 14 BEHIND NEW LOWERS EOSTOG VENTILATION MdJIT� ¢ vl$IBIrtY AND O WAVE INTERNAL IEw WTS DO NOT DAMAGE 9RROVDNG PETER TYPICAL FOR 6 AT CUPOLAS FOR LEW EL1UPbEIJI. GUTTER -CLL PANTIES TO MATCH STOKE OR MASONRY. SEE A£CHPtJICAL LIXNERS TiEXISTING WT METAL LSAT CL AS. G-& AL- NEW I-WELS, 9.FTtOIJ.05. WILL. ETC. TO MATCH E STNS HISTORIC FLASH AND TO BE RF9t1LD CLwNE $ PROM THIRD FLOOR. OF SALVAGED GRANITE OR MASONRY ®RICK). PM EX16t1 G ROpS _1_ TYP. ALL INSTALL NEW 5 OE CAP N MATCH Salem, MA TYP. ALL AT TOR FORMER. C COVER AND VENT Au- PROVOS NEW �ANITEPBgNG SILLS E WTEL54T >AhEN FVFL 4T (Y P(`ee a pR�� ALL NEW MASONRY Cf8YG5. ELEV TObS�- _ I_ -_ =,P.E COPPER WAKE IEW SKYLIG{T5 aE NEW G5,. CHEMICALLY CLEAN Wl ALL GRANITE p,.,.1 REPgNI EXISTING CHNNEY, RT I-ICATED FORMER PTO MATCH FRAYED CPENNW5 N ROOF LNIELS AND SUS. TYP. New Boston Ventures,II-Ci INSTALL NEW COFFER COVER C � VALLEr --- - SiRtG1TRE. SEE STRUCiLRAL BOSTON, W E VENT 1 FLA TYP. NEW FPDx ROOF G-e AT ALL EXISTING CHIMNEYS TO 4B.AAN JM9 SYSTEM AT FLAT - RECOUNT E%STNG CHNNEY E INSTALL REPLACSTCNEE ALL WITH NEW L - COPPER SNC. WITH NEW COPPER NEW COPPER COVER AND VENT STONE CAPS WITH NEW TO MATCH FORMER Fin old O A8 GUARDS TYP. _—� AS EDGING -COI SNOW \� COPPER STEP FLASHING, TYP. ALL STONE CAPE TO TO HAVE `Qy'(`�''� TW, NEW $TONE GAPS TO MATCH FORMER. Alexander + AT EAST INNIS G7. REPLACE ALL MISAAT OF AND °°LACED Associates Inc THIRD R T BIJI nINC$ _ ° ray 1COS SLATE REPLACEVENT AND SLATE ATARI. SLATE. CTCIPPOLASS TO BE RED.TO W BLACK. E1EV 5568' T 4 '� -- INSTALLATION of SLATE W Fi. FELT Architects and - - / - � Y PAPER G-5, PATCH ROOF AS REQUIRED AT ALL Preservation Planers PROMOS NEW STEEL BAR QT A7 jN. REPONT E CLENYCALLY CLEAN ALL FACADES CF RH.004TED REBUI.T AND REMOVED CINCHED$ AT BOSTON MA GJARDRAIL AT OPENING. USE ..— ® LLIJ ®__® AGR - C. ;, CHRANTE E BRICK TYP. SEE SPECS FOR 0AMA6E0 AREAS AND ANY LN15ED ROOF SALVAGES ROLND STEEL BARS 4T -_- PERCENTAGE OF SURFACE TO BE CLEANED AND OPENNG5 MATCH SATE SLOPED ROOFS. ���y� VERTICALS ANO SALVAGED FLAT _ --.. ._ w. REPOINTED. PROVIDE A NEW EPDM ROOFING SYSTEM AT Structures North BARS pT 1#R20NT4L GUARDRAIL y �,- -- T T FLAT ROOF. st, tw I TO EXTEND FROM FLOOR TO 3'-6' - `E^'^JT'"^-'f-9 AFF. A6 A6 AGR G9. REPLACE ALL GUTTERS AND DOWNSPOUTS. S t OND F CXR AT MAN Hun _ ---- .x. ' NFLL BRICK AT RFMOVEp ESAKI£AD TYP. SALEM, MA I I Ir ELEv 4165' - _ Cr1D PROVIDE NEW FLASJING AT CHMEr 84$E, tW EL•��I����•s Inc. RDC£ FLASHING AT PEAKS. VALLEY RASING. 1AeCh91YEa4�VlTlS PArrlvlg, LLLICOPPER RAKES AND CRICI�TS, TYP. and Re ftteth011 EIIsfIB0f8 AM Al _ ! NEN TRASH ENCLOSURES, W/ NEW LITTLETCN MA PATCH AND CLEAN C-RAMTE E ❑ �' I�_v. COPPER FLASHING. TYP. GrayArchitects REPONT DOS AT REMOVED STAR ------- TOWER FIRST ROCFR. _ - Swum �� O -- = - _ r ArLAI9p� ___ NdNlecfe EXTEND EXISTING BEYGD TO S WN1pOW wEil. - - _ _ SALEM. nM EXTEND DOWT6P(%1TS TYP. Q r V �W _ ALVAC-E AND LO ° ` W W°OD PLUK EAD h�BIK'OcY.ABSOGBtCs NEW QS Q1 �- AOb b AT EXSTNG AREAWAY WITH NEW DECCRATIVE \' GRANITE CHAMFERED y� DOOR g AND MASONRY OPENING Land SIN ym MATCH EXISTNG, SEE LANDSCAPE - _ FRAME. TYP. OF /n BET.CAD WITH NEW COPPERFIAS KG DANDERS. MA V. _ - - EACH 5CIE _ _ I cera ' EXSTNG sTEELBAR - - F H.W.Moore A880CIBteS,INC. NEW STONE LINTEL 4IND MASONRY GECCNFIGRED Ai 'MODIFY E)$TNG GRANITE B_ a PROVIDE W GRANITE FILL PEDES AT Cnl GUPRORAE. SEE MO TOP J4M9 NEW 8 BACK-UP WALL. SEE STRUCTIPAI G0025LLS PROVIDE �D RETURNS TO SE OF SALVAGED GRANDE. BOS T MA FOR STRUCTIRE BACK WALL NOTES 2 E 3 PROFRE AT GRANITE SU RETLQNS r0 MATCH EXISTING NEW STONE FINIS OIO MATCH WROVIDE NEW GRANITE FLOCK AND MASONRY BACK-UP NEW ST NE PIPAT MA BIND DIMENSIONS. PROFILE E FINISH TO MATCH WALL AT EIWINDOW45 SILL. NEW SILL A H SALVAGED NEW STONE AT MASONRY OO MA SOUTH ION IXRANTIG TITLE FORMER. NEW A ENE ENTB-PANT TO 8E GRANDE SLOPED HSTCRC FINISH TO MATCH E%ISTING, SlSTING TO BE TOOLED TO WATCH gOl/I I 1 ELEVATION MADE OF SALVAGED GRANITE. SEE PROVIDE SLOPED PRORLE 4T CitANTE SILL EXISTING HISTORIC FINISH I SCALE 118--I'-0' THE 'BRYANTe- NOTE 5 8 7 6 5.1 5 4.5 4 Q 2 EXTERIOR ",}`` ELEVATIONS - PATCH REPA E PAMT PATCH, REPAR E PAWT SOUTH AND ALL 01aNM$NT METAL PLL ORNNENT KETAL RESJUO CHIMNEY FROM rIRD - AT CLPPOLA, TP. 4T CTPPO_A TP. NORTH FLOOR, INSTALL NEW STONE W FRONTPROOFNEW IDE NE TVJOOJ WIDOWS CPP TO MATCH FORANT D.p VIN I PREPARE AND PAINT E�TNG ILA N AMONTOP jA N NEW METAL, LOUVERS TO HAVE BLADES AT I5 COPPER COVER N.O VBJi SHEET METAL iYP. FOR NEW OUPN/B�T. SEE E PA. DEGREES PITCH. TO (754 MV FREE AT CLpC`LA NECHANYC ME AL TYP. AREA) LOUWEiRO TO PRVVAE M4% ID GUTTER AND TO ANT INTERNAL in GUTTER LAND T PANTED TO MATCH EXISTING SWEET LOUVERS TYPICAL OFL16AT CUPOLA PATCH N NEW METAL, IN J PREPARE AND PANT SEES TYPE I. Q``- METAL, TYP OF 3 VEMS BEHIND INEW PROVIDE COPPER RAKE NEW EPOVI ROOFING 5T5TEM LON6F iTP. ALL SCRgP£, P4T.E Nq PAINT ATROW REPLICATED t0 MATCH FORAER CVN 4T FLAT ROOF R E NEW TYP CILL FO AROUND EJf15TW' RW$ 1 MONITOR CQ EDGING _ E A MEZZAtWE LEVEL AT CLP(lA CtPOA - -9ELEV. 1065' NEW SKYLIGHTS A9 E NEW - REPONT EXISTING CHIMNEY, INSTALL FRAMED CPENINGS M ROOF FLA TYP. NEW COPPER COVER E VENT RwµWl lLaneer lex°c+ebe Fc 3ooe STRUCTURE, SEE REVS(JNS STRIDTIRAL COPPER OPEN VALLEY REPONi EASTNG CHNIET. - r SNOW COPPER W : FLASHING. TYP. INSTALL NEW COPPER iR 1 GUARDTS TTP. ° GUARDS T�P. ID COVER E VENT `Itl NEV 5 D A5 4B Q THIRD RCQZ Al FAST WING _ ° e o e o 0 0 o e e ° n ° - o S 5 9 ,, e ° ° e ° ° 4* F 55.p AT MAN RALON0 - G5 ALL A7 A9 FACADE AND CHEMICALLY CLEAN ALL •-_ -.____! y FACADES OF GRANTS AND BRICK. TTP SEE SPECS FOR BE PANED TAGE AND -- = b CE SURFACE TO CLEANED AND SECOND ELIXIR AT E45T WING __ - - -...- _ .g REPOMED SCALE - R CONFIGURE AT F E _ A D AIL Eve"I'-0' ♦ x-_J OCR AT MAW 91LONG SECOND FI COQ AT NKRTH WING __ VICE NEW I65' DATE NEW STONE LINTEL AND MASONRY SACK--P WALL. x/23/07 II - 1LI J1 U RDWAIL AT P T SEE STRUCTW4L FOR 5TRUCl RE BACKAP WALL. NEW STOINE LIMA DINBNsIGNS. FRCFLE E FINISHMADE DRAWN BT C4ECKED BY MATCH FORIVER. NEW LN7B- TO hill I TEFL BARS AT STAR TOWER 4 OF SA-VA GRANTS, WE DELO NOTE�5 PRO.ECT 191 �Qov NE CIMIUM BUMMwFRSL,FLOOR NbEHt - LJJJ _ ARS3T- - - gCOP 3E76 27606.00 NEW BOLLARDS AND NEW COPPER pOWNSPCVrS. TYP. DRAWING NU:EHR CONIC PAD AT - - - _ _ V ED ROLNO ARORAIL i0 TRANSFORMER. SEE __ - -_ CIVIL AND ELECTRICAL ANA A NEW WINDOW N 'WAGED R0.T + FF. PREVIWS.Y PT -- ne_ To EXISTING sTEFLBARs A-2.01_A of NE LOADING DOORS = FROM RECO^FIGLREp 4T MO UFT EXISTING GRANTS OCK PROVIDE NEW ANTE FLOCK F1 G 1 II PND MASONRY BACKi W L N PREVICUSI.Y OCR TO 3'-b' NOTES -2 ^„EE CFlAO MpSCNRY BA ilP WALL NEW CP RETAINING INFLLED E%SYNC !NEW DOOR IN MODFFD AFF. NOTES v2 E 3 DOORSILL$. PROVIDE %DASD SILL. NEW ELL TO 6E SALVAGED WALL. SEE CIVIL ANO MASOMY CPBWG " 11-E AT GRAMTE SILL STRUCTURAL MASONRY OPENING REPAIR EXISTING FOLNAATION GRANITE WITH HISTORIC FNISH TO WALL As REQUIRED AND NORTH ELEVATION MATCH EXISTING PROVIDE SLOPED MFLL ABOVE EXISTING MASONRY OPENING AS REO'0 TO PROVIDE NEW CONCRETE SLOPE 2 PROFLE AT GRANITE SILL. A ATE NEW DOORS NFILL TO MATCH EM5T. SEE SPEC SCALE' I/8'-I'-O' D9 E i A V J GA SE SPEC EXTERIOR ELEVATIONS -- l Y Y C SEE MASONRY RES FDR MA5AASC o LEPAR/ PATCH CEEAMJG. MWTA- RESTORATION MASONRY PAT REPPR E PANT EX6T. SLATE 4 REPOEJTW. METAL RESTORATION. $EATEN COPFBa ALL MAL METAL CLPOLA ROOF ROOFING RESTORATgN• AND ROOF FLA$4NG T CIPPIX.A, PTP. PATCH N W METAL. PREPARE _ I AND A�LEET METAL, TTP. MuSCPRT CPE4,GSPAT04 All AS REOR.ED 5TO E%TERgR ACCCMADATE NEW DOOR Ota vwooW OPENINGS FGEPAi ALL L°A50NIIY OPENINGS TO RECEVE wMOOW TYPE w ,n NEW LQL NEW lMfi CONOT DAM46E 9.FRIXNIf-G STONE OR MqO NO 11J 1' K TYPICAL FOR k A CLPO.45 G-3, AL NEW LNTEL5. SJMOL SOS. N=LL ETC, TO MIATCH EXISTING ASTORIC FINISH. AND TO SE _-J OF SALVAGED CPANTE OR MASON-RY ®i k j��pE� ue RENNT E%orrcy OMEY. TIP. ALL �OR•.g T VENT G-4 RiDV1LE NEW 6tAME $LLS E LNrBSAT SaJeR MA INSTALL PEW WW EppppIUUWERE•RIiOWOCOVEQ q � AEL NEO MA50°RT OPB+i,S PATCH N PEW AETAL, PREPARE vIIli - - - - ESV. r0�, 'LINTELSGC` �T @o$ �TEYPA.N 1001 ALL `RANITE New Boston Ventures.LLC 3 VENTS AND PANT SCET METAL. TYP 6 -- G-6 AT ALL EXISTING CHNPEYS TO REMIAN f4 1 111 +n NEW COPPER Q"£PI REPLACE ALL DAMAGED PATCH ROOF VALLEY FlASH'G STOPS CAPS HIR YS TO AVE FLVRMH2. Flnegold AT FORMER — - N.L PEE#li QM£TS TO HAVE NEV, STONE CAP' TO MATCH F00.HR. LQ:AT - - , Alexander + MATCH EXI5TBJ6 - - G-T. 4FR.AM ALL M,GMTOIED AND DAM4GE° SAM $LATE AT MAN POLE TO BE RLACK. Associates Inc SLATE 4T CtFPOLA$ TO EE LED. A,HRn amR ° Architects and ELEV. 55M' ^ RS- PMT, POCF AS REOIGED AT ALL PfCBerYatlOfllRlannera RELOCATED, PASA AND RB.IOYED ROOF AT P�CIM f C1EMC('rP SEAIJ EC FACADES 6 DAMAG® AREAS AND ANT -OPED ROOF �ST'�. '... GIANTS E Hli CK. TYP. $EE S£C5 FLR OPB+r;S MATCH SLATE SLOPED 4GCFS L _ E= _ RFPONTED.PEPONTEDGE OF SfFACE TO CLEANEp AND PROVOS A PEW H+JAI ROOFING SYSTEM 4i �.W� - � FLAT ROOF. $UYL(If8 4 G9. REPLACE ALL GUTTERS AND �TS, Erd re TYP. SALEM MA .rtwl RCQ2 AT _ N MADLIG- G-IO iWV0e NEW R-ASI!!G AT CN.T.ET BASE. BLW E r�Inc SECOND FLOOR AT NORTH WW. \ ._ ___ — ElEV. 4146' RIDGE FLASING AT PEARS VALLEY FLASHNI, ryR�ep T 's'•`t" - EXE ErW COPPER RAKES AND CRIO�TS TYP. yd Fe RdxtlRR EaL 1 t - LITTLETCµ MA Ew Oobp 1 A 4 Otey ArcMlects $T\ n E EXIST 6 E 3 .. SFT S,C AfCMBCII "'"" �T4 - �. 'ac`. 31.�b' SALEM N✓+ _ D rEw COPPER DOvssPDUT% TYP. Lard aA880C181e9 ii T ___ •�l. •-� _ DANVERS. MA u -- - - - - - - - - - - 0&tw% HW.Moore Associatea, Inc NEw DOOR N MTJDFED / CM MASONRY OPENING L PROVIDE COPPER F WOWREPLACET i REMANW WOW F t£ TO FLASI-NG BOSTON ^� 1 ELB-D FLAS-MI(' i0 IIG-I WALL STEP FLASHING MkD MASONRY EXISTW GRANTS BLOCK OPAWW TYLE F.9 E7 E.1 D, n O) sT LEVA710N Aw SLLSPR VIDE SL ED i . 4/ L SC.4L.E� ve-"r-o• A P°O°RroFwe`nr WAANI IM sl°�L ° THE 'BRYANT'- EXTERIOR PATCH R E PANT ELEVATIONS- P A MErAL REPART PATCH AT CUFPD` TTP. EAST AND WEST EXIST. ^,LATE AT COF(Y_A ROOF THIRD O R. IN FROM I TLQp FLOOR. INSTALL NEW P4TO+ N NEW AETAL, STONE CAP TO MATO1 PRERE PAE PAM ORMHt CCRBt COVER AND BEET METAL. TYP,. wIDOv.' w BEHIND NEW LOlN6Ti- CYPICAL TFIOR n AT OPPIXAGVENT _\ PTP. NEW COPPER OPEN ALL NEW ROCFNG \_ VALLEY FLASHING SYSTEM AT FLAT ROOF REPLACE E.X NG COFFER AROJND to '` NE EKYLGlT5 E NEW WITH W COPPER RODE CPP T PICAL. MATCH �yG,((fJ MTD OPE4NGS N EIX,NG pA9.510N5 PROFILES STRLCTL- SED 1004 TE REPLACEr T AND MEnANNE L_FNi AT f1Ma STRR"TIRAL NSTALLATION OF SATE ON BEV. TOIyT- - _ - b FELT PAPHi PATCH N NEW METAL P.OF 3 AND RAKEPQOVOET W OOPPEA PANT T TAL, TYP. OF 3 RAKE TO MATCH NEW O5A OPEN V REPONT EX$TING CHMNEY, INSTALL NEW CCPPER COVER Ap ATTFORAER CH ROOF ®REVISIONS M.N nn�W k W. AND VENT THIRD RCOR AT THIRD FL" T C11M•ET THIRD FLOCK. HEV. X165' FRMER WIN ST ECAP TO R AND vATCH 1 COPPER SNO v -4Ui I NEW COPPHR pOVAEPOITfi PYP, REPOHEMYCALL NT E CY CLEAN ALL FACADES OF YCO^D FLCCR AT EAST KTC 9 - RAMIE E BPL?". TYP. SEE $£(.`S FOR -:a-- I f4CER4TAGE OF 51R ACE TO EE O A ED AND PEPONTEDSECOND BOOR AT . FEEL ELEV. 4tUl' ,�.',F F"POR AT NORTH WING V8'•I'-0' arpr NEW LAswW cGPPaR F CRANN H1' CHECKED ET NEV, WOOD 6LLXHEAO . EXISTING AREAWAY . . _ PROJECT NUI EER NEW w00D TRASH ENCLOS2r6V606.00IFE NEW 4ETAWAL - LQAKN's HEALERS Q � ` T CFENNI N b EXTW W SEE ADD STWCRRA LI-_ SzA L _ _ LL EXISTW VOO N SONRY TO MATCH 1004 MASU'RT CLE AT GRANITE REPONT DOt OF XIST. SEE SPEC BASE AND FOMASTONE WALL FO QATI PATO) AND CF EXISTING EXPOSED TO VIEW A-2.02 F ATION AT REMOVED STAIR PROVCE NEW STEEL BAR REPONT 1 AT QUWVED 5TAR5 GIIARDRAL AT Q$JJG. -GE ��PC"�T 5MEL EA ELEVATION AT 4oRZOMALS SCALEI I/8'-t'-0" SAINT RKM EIIII spm- 1 '•• •.•iL•• a X___ ______ £•moi }r. WE M NMI NOR e Y■� - p.J _:._ , . , , ■■■ - _ .i'\ a ■t■ .�— ■■■ t\■ -is 5 : ■■■I� •.. -.•• _ - 'I■• -- - �� - _ -ate _�, ■� -- - EF- i • a 111 = ■11 I Pormlit ••� ••• -- ••• = ��1 " ��� LIN go wig goo IN JL2= �L =.I------ :Iie3=T-_____._I i r� __ _�.. - a■��. �r••n �•••_�s1Tar— a_a=aT it■Ji1 - --`--`h- -"���, � � ■� � 110'Yil r1 'trve�������-- _____r1� �f so PETER Salem, MA New Boston Venkres,LLC Eo5TCN. n Finegold CONCRE ;E Alexander + fAT P. yTOE-E7 vl T6-DEMCAiTIOrT - - - - - - - - - - - - - - - - - - -. __ Associates Inc - — — - — — — — — Architects and NEw MA50N2Y cwwer, n6w NUSonRr cLIMMEr. reservflifon Planners �T1P, BOLT Iii ATTIC TYP. BAT FROM ATTICOOR TO ix X ' BEV. FLOCK TO XXXX' ELEV. MEY. T1P. EOSTCN Mo EXI5TM6 ASPi SHINGLE - `� 4 RoaF to RBAAN TTP. Strwtlres North CHIAME _ I�B - 8 SALEM Mn _ RooF rD REMAIN, TTP. ^NEWB4g'ST wN�TEY TYP. — v. -r.ew I. t T i t lAa�,LrITC1 li f J .I j ? l t i�11 t BCW E�8�Inc. . 117 L fl.'i [�T` 7 L.:I Tl 1 I I�.L1�I ,I J1.lI� 11 II I�f 1 T �� �Si TTI r{ 41r�1i 'P x'11 mdFrsPrdxtian 'igYeer� T a ' TL f.. l L7i f I LITTLETgJ. MA AT L� r _1� �Lt 11 �, "f [ I' Gray Architects Ler�K _ NEW WOOD FASCIA A .. _ AfCMBC DET4L NAOIONGS PTD. TYP. SALEM NM WIN WOOD—_---- _ — REMAW -.. - _-- -- , TWYP. -_ _ .. GUTSrERS ETL PTDEXi - - _ .-. -- ® � ...�_- TKItiWR�y�880C NEW FRECAST RS LEADETO TTP. LINTEL CONCRETE ® ® - ... _ — _-- - .._ --- _ = ® ® HW.Moore Associates,Inc. . _ SLO Cw NIATCH FOG.E NEW WOOD WINDOWS D. TYP. -- - - - --__ e TYP. - - - - LEVE - - OARYRD wL --- - _ BBOSTON,TCBOSTON, MA . - _ _-_ _ ..r NEW PRECAST - __..__ - NEW ADDITION -. _ ._.__._ - .__ - - WPWNG TITLE CONCI SLL. - _- __ __ SHAPE TO , _ --_. --- NEW PRECAST CONCRETE LINTEL - - - - • RE MATCH PbPkER - - - SHAPE TO MATCH FCRME2, TYP. --_ - THE McINTI TTP' - -. _ — cuARON1pRA EXTERIOR WE DECK P --- —_ - Is _- - - ELEVATIONS- SOUTH ON EPOM , ---_ — -- -. MEMBRME ! --- - -_- --`..._. EAST =_— - - bJ I __ NEW MTL IFFMI I1ISJ . - 4T ACOIT - � ' NEW EX R F] 0 _ - TO MATCH B -- - -.__ ExISrING 17 - WID FOR '5 -� - - .- _-_ _- __ - _.a B 2 _ - HE CONIC p C. FOL.rvDATIOn15 I___� \ PEW BLUE5TONE PATIOS, O BB --- 2 W/ FLASH GRANITE TEXTURE -_--{ \\� I SEE La SCAPE NEW BLUESTp.E PATDS, ---, _ AT ADDRKN SEE SRLCTIRPL ___y I \ t CcI FO NDATIONS d SEE 1 1 E SPEC 1 \ Z \ W/ FLASH GRANTS TEXTtRE SF_A5L6LOCK5, TY . NEW WINDOW. TYP. AT ADDIT✓JN, SEE STRIGTIRAI I I I I I I I J I I I \ �'� I I I E SPEC p I r _I___________________I T r l /�I'r_ _ yQy��Ep P�-yy CCfJCGFTE vpg --—_—_____ PEW FLOW WAN' nEW' DOOR T\\\ NEW CONCRETE __— X, BEYOD `PEW CONCRETE SLAB AT SASEMENT LEVEL SCALE NEWFOLICCIOFG TO BE LOwEREO FRGM EXISTAV'a FIEVATICN V4,-I,-0, AND STAR BEYOND DATE SOIJiH ELEVATION 2 EAST ELEVATION A 23 m SCALE I/4'•I' O' SCALE 1/4'-1-a WAWN BY cL ED BY PRVKT N.F6ER Noi 22E06.00 L ALL CLMINETS TO BE FE9Y,T fitLMA ATTIC FLOOR TO FCGfuBt HEVAYOK 5 ALL CMSTNG MABCMT TOM WA's' N_i SEE STRUCTURAL FOR ATTIC STRLDTLRE S.PPWTNG CHNMEYS ALL PEW Ni TO MATCH EXISTING Kee BOND PATTERN 6 PATCH ALL HOLES AT REMDVAL OF ANY AND ALL EOLPINENT APD/ W NEW BR TO MATCH EXSTNG APFLRTENANMS ON TLE EXTERIOR FACE OF TILE 3.11 . 2 FRBARE ALL EX6TNG NASORT 00iii FM NEW WMDO'A'$ Af DOORS. T. PATCH EXISTING ASI Iii yNGI.E NOFNG AT ALL g Y FLA$MJG$. AND AS fECLOED TO ACCCIiiii TE �VATCNG/ ADWIONS ASRA,T SHINGLE a POWER WASH AND C CALLY CLEAN ALL EXTERIOR B2 AND GRANITE TO MATCH EXISTING FOUN IATGM6, SEE SPECS S PATOµ REPAR AND PROVOE ACCESSORES AS REOLSED FCR Ni GUTTERS A-2.04 A. PATO4 AND WILL EXTERIOR 19 C AND MASONRY AS REOIKED TO A D LEADERS ALL PARTS AND ACCESSORIES TO MATCH EX6TNG. ACCOMCOATE kENOVAT10W AMTION BRCX TO MATCH EXISTMG, 9. PROVOS L.C.0 FIASLWG WHBE ALL NEW ADOTCAS ME.T EXISTING CCNISMUCTION D. ALL VENTS E ROOF PENETRATICM TO OCCLQ ON EAST ELEV. BF19MU GDGE, TYP so CNP.TEY TO MAT D EXISTIAG 4ROFe.ES A -309 -3.09 ASPHALT SHK�LE5 COPPER STEP FL45HNG COPPER CRKXET DE mP PETER I —Vk 5-PLIES I 1 1 f.T� Itl 1 i 3'-0 WICE AND WAsuELD LiTiT T 11 I11I,T TL C 1[ T TLI 111 1T 1_ Mem, MA L 7`_'-- I 1 1`[1fTIIffIITl - I "7 .-T--rt r-rrT7 �rrrrrr �t�r _i , --- _ — _ - -- -- _-- -- - - - _ -- New Boston Ventures.SLC 71 17E ff -- CEDAR CLAFBO L CaRr.ER (ARDS Finegold 1 —. -- W T P. — Alexander + METAL RASFRJG, ilP - - _ ® Associates Inc -- nTANIM zMsTANONG — — - -- – _ Architects andSEAM MT ROOFNG :_-::-- -- A ---¢' �L SYSTEM T cAf.ppr �seBeNfltlOn I'tBnneB nTZII�D HALF ROLND _-- GUTTER.TEP, RIXPD LEADER AND— ASSOCIATED ND ASSOCIATED ACCEs50RIE5. TVP ® Structures North WOOD BRACKET. sh.�i.t�" 1P .. TEACH SNJE uyvel9 SALEM MA ILII I ' I BLW E s,Inc. MecnerliceiEkOhriw pk", - end Fre Protection ngu s LITTLETCN MA y��T ( -ECFV. ��_ Gray architects L "`"e ''T L SALEM. MA -•1__ _ _-_ _- J LudSt m Associates DANVER$. M4 NORTH ELEVATION H.W.Moore Associates,Inc. r SCALE 14'-1 -0" ELEVATION Egileere BOSTON. M4 MAWNG TITLE THE 'CARRIAGE HOUSE'- EXTERIOR B A CwrM1EY TO MATO+ ELEVATIONS ASP.NLT SH.GLES E%15TrvG PRCFLES E GCOPPER 5TEP FLAStEJG 1P Si E A TtP.� r a'-G' wDE ICAIA WATER sHELO IJ T1111 :fl`t If L 'lL 1 iI 11:-1 Il'T1 I- IIL 4'Tri LI r1 Tlr�, rLTrr t f 141'Itrr , r � tt i � T rli -I :� m r�t3f_ r �J��(9 wooD ngvBOAR05. Tm. —_ - - _ — SOLD CEDAR BALL TTE. 4' FRQD OF STRLCTIRE. PRONDE BNyy py�ypy e>euk r.: xdn - 4 % 4 DRESSED POSTS ANO-OPED TO R1IDYJG REV5gN5 3 X Y CEEP TCP ASD BOTTOM RAL TO RECEIVE I % I CEDAR 6ALLSTERs AT 4' O.C. �LCOR Y. SOLD CEDAR NE BALCOTTE. 4' PROUp OF ST TLRE 4 X 4 DRESSED POSTS NJCHORED TO 9kLDNG — 3 X PEEP TCP 4ND BOTTOM RAL TO — RECEIVv E I % I CEDAR BALUSTER$ AT 4' O.G. I . SCALE WEBS RO(Y DATE 4@3/OJ TVP. TC. WNM",iWT DRANK BY 6EC1.'ED BY B' MN TO GR CEMER 6 ELEV. r FGQ WOOD TR. FRO.ECT NLM78B) - - — — 2760&00 DRAWND NY.L$i r,-\30M ELEVATION UscALE ua-r-o' 4 EAST ELEVATION SCAL.E� I/4'-I'-0' A-2.05 so Y 30 A'3. 3.D I� Y 31 S0 2.9 3.9 (a� (� PETER iM TV 7 'r Salem, MA CUSTDN MONITOR SKttIGHT ALUMINUM FRAMING, INSULATED LOW-E COATED GLAZING New Boston Ventures,LLC SUPER-SMT OR EQUAL. - BOSON. Ino FRAME COLOR TO 5g5 MATCH ROOF COLOR -$RIDGE 1 Finegold ALUMINUM CLAD WOOD ,WINDOW, I Alexander + COLOR TO MATCH ROVING TIT IUM INCRI 1 Associates Inc AND DORMER CLADDING RD R ND L AGE I Architects and AS OCTA D �� it AC S IES, Preservation Flamers AT 0 E S BOSTON, MA TITANIUM ZINC YERDGAL STANDING n SEAM CLADquG AT DORMERS, TV n Stuctural North Structural Engineers I os os Ds rpine TITANIUM 21NG STANDING U5 SALEM, Mn SEAN MR ROOFING SYSTEM MTL BALCONY AND BLW E.7 rs,Inc, S36*HIGH EE DETAILS GUARDRAIL, 1W McC11BfY0 Electric PtJllld9lg, end Fre Protection ngreere TITANIUM ZINC HALF RWND _ LITTLETON, MA GUTTER, RWNO LEADER ANO �55 ASSOCIATED ACCESSORIES. TTP _ _ -TNI2 6FC06R Gray aAprcMects Ldulede SALEM, MA DA w a Hancock Associates Mn BALCONY AND c ANA R rveyors 36" HIGH GUARDRAIL, TIP DANVERS, MA SEE DETAILS DSK b H.W.Moore Associates,Inc. CMU KNEER. L �E gneere SEE SPECS BOSTON, MA SEE DETAILS - _ —1 _ _. I —� 1 _14-4-1_411, ..\ ECaNfiRO� DRAWING TITLE NTL BALCONY AND - 11 38" HIGH GUARDRAIL, ILS I F THE 'ALEXANDER' - , I EXTERIOR ALUMINUM GLAD _ �' a gNORTH ELEVATION- WOOD WINDOW / / l GRANITE HEADER, TYP AT ENTRIES DI tT 1 OI DI D1 _ ... I I r MT_ SPANONEL. TV ® " u L_ - -J - .;T.i2 — G OOGvlI� SUNKEN GARDEN _ 01A o TERRACE, TTP OF A _ - Vr�^R�+tl AM�✓Aa loaxfYU Nc XMW _. I -------- --------- 000p� �2VFYlAE GRADE' iE VISIDNs LJ E%ISTINC HTYP __ ____ _ �J__ _�__ \ _ IT'--- JJ CONCRETE WALL. __ _ _.. ._ . _.-_ 11 FLASH GRANITE BOOR PLUMBING TTP GRANITE POSTS TOARDEN LEVEC- TE%NRE, SEE SPECS SEE PLUMBING CONCRETE PLANTER _ GRANITE TREADS AND AT GARDEN TERRACE MASONRY STAIR, TV OF 2 PERIMETER, TV ELEVATION GENERAL NOTES NORTH ELEVAl10N 1, REFER TO UNITS 1 AND 5 FOR DOOR TAGS, DOORS ARE SCALE SCALE: 1�4"=1 -0" MIRRORED OR COPIED PER UNIT. DATE A/23/07 DRAWN BY CHECKED BY PROJECT NUMBER 2]606.00 DRAWING NUMBER A-2.06 so PETER 41 Salem A 31, I AT3 I � �1�.. p..����w I I CUSTOM MONITOR SKYUGHT New 90ft Vendree,LLC ALUMINUM FRAMING, INSULATED LOW-E COATED GLAZING BOSTON. MA SUPER-SKY EQUAL AL Finegold FRAYS TO OOFw MATCH RG i Alexander + TITANIUM ZINC VERTICAL STANDINGAssociates Inc SEAM MTL ROOFING Architects end SYSTEM Preservation Planners TITANIUM ZINC FASCIA. TYP r fir__ Structures Nut TITANIUM i ML NsubngII s Yr f 12 _ 4- 'T '-, +- ', ,`�,., Y h nears,Inc. SUNKEN DECKS 5 f f* D30 �' 1Z �DG� AT ROOF .czxT r' � r u!MON�MAIOCUOfI Fl SEE WALL SECTIONSW. rf ,r' tray ArcNlects r' r >Jr? 4 '1 � i 2 �` i TITANIUM 26MC HALT ROUND WTTER. ROUND LEADER AND AFd116Cte ASSOCIATED ACCESSORIES, TYP Sg_82 - -. _ _ __ SALEM. M4 xT �°P':'Y "�'t"'r. r`�-' may.-•i•'T -v T D F D 5. it yi NIR L ON 4 J� Hancock Associates Lad DANVERa , A BRICK YENEER, L 'ice FLEMSIH BOND TYP MTL BALCONY AND ��s•' WARDRAK TP U.Moore Associates. Inc. ALUMINUM CLAD WOOD _ CM YNOOW. TYP +"f..r _T G....... PRECAST SILL. TYP _ fc. ''T��y�vtTr ; �[ RGSu MOI,uA 4 y.`�'_4T 4 �f` PRECAST LINTEL. TYP --- '��h tr [rr'', �fi ORAMNG TITLE � 1a Dz THE "ALEXANDER' MTL TRELLIS-�ALVACED— _-- :.�. i f i'A"'Yr, - — - 'F SECOND FLDCP♦— -- JAIL SCEE DOiJOOLS r ..45`',_`S� J <T ` r�.X` ': 4iRx. veru SPANDREL. EXTERIOR L .� i.T ix a COLOR TO MATCH i r,_ z, r rNDow CLADDING ELEVATION- - i _.P 1 CMU VENEER, EAST y{Ty SEE SPECS PARING Irk..,, a't �z DZ ryl t ` ,. Lt•`tA ' 36' HIW MTL GUARDRAIL, TYP UI COURTYARD SALVAGED JAIL CELL DOOR MA60NRv REENS, WALL SEE DETAILS r i. zzrT., tJ' - iii TREADS AT PRIVACY SCANIT pN MTL STAIR AND I ryplF R —Y� 35 HIGH WARORAIL, TYP D8 �T" + ' I.. POST. TYP r p 1'CI'C CL'i'I ]_ \ it31"i.�i�t1. 4 - ® AWWbM IANWMNc PSO REVISIONS fr —. �L rL o —I — F_____________ z5���. CONC FOUNDATIONMASONRY WALL l PARRAC LEVI, I ti FLAS1 GRANITE TEXTURE. i \ L__J SEE SPECS. I \_0qRRCE5D N LEYEC-- _- SCALE BEAST ELEVATION FLFVATON GENERAL NOTES 1/4*=1'-0" 1 1. REFER TO UNITS I AND 5 FOR DOOR TAGS. DOORS ARE DAIS $GALE: 1�4'=T -D MIRRORED OR COPIED PER UNIT. 4/I3/07 DRAWN BY CHECKED BY PROJECT NUMBER 2)606.00 DRAINING NUMBER A-2.07 501 QPETER 3.9 29 _i. 7.I l9 — rn .Sfllf?ITI, MA STON MONITOR SKYLIGHT --- - New N. MA I Ventures,`'FC A ALUMINUM FRAMING.INSULATED I I I BOSTON. MA LOW-E COATED GLALNG SUPER-SKY OR EQUAL Finegold GRAVE COLOR TO MATCH ROOF COLOR )��59 TITANIUM ZINC HALF —TRIDCE SJ- Alexander + ROUND GUTTER, - ROUND LEADER ANO I ASSOCIATED ACCESSORIES. Associates Inc TW AT ALL DORMERS N1C1,141_LOL-a_IW ALUMINUM DEAD WOOD DOORS �44 -7=: 7-1I I P(CBCEyeU0I1 PlflMeffl t7 1AND IRANSCM-COLOR TO MATCH BOSTON. MA ROOFING AND DCNMER CLAWING I . DrANUM ZINC OER11CAL STANDING I I I I $(T CB I�1MMI E SEAM CLADDING AT DORMERS. TYP �ryCyBl TITANIUM ZINC STANDING n TILEM M SEAM MTL ROOFING ( I I n BLW MA SYSTEM h SUNKEN ROOF DECK AkCMnaBI I'MbPg "IN FLOW DRAW. DSII and Fire . Mtectun ED]II6ttB IVP OG 1. I LittLEtON. MA SEE PWMUNC -. -_ _ _ Gray Arci tecle TITANIUM ZINC HALF ROUND I I 1 1 i E GUTTER, ROUND LEADER AND 162' k= ASSOCIATED ACCESRES, TYP -.- - I S Y S � � `2` �` -. z •r __.. ______ '-4+Ti -', 4. _— __- rri•iR6Ti0oR- L Dz oz �T.`4Ty T-.'4. `,t f`�'i' 4� �-��'. oz ox r 4tiY• ,' _-',�T�y' f Dz �, �' {4.-�4 y -,'S�"azr�.scy•-Tr��T�-,.- DI Dx zis.'-zrTTr'�r�r'rvr-r,r-iI� OTS -�-tti�-.i• o EI��ab(! CANNERS, A HW.toe Asoodatee,Inc.o2JVENEER. BCw FLEMISH BONDTTP STEEL SRUCTURE OSTON. MA LTSERDOORS PRECAST SILL, TP S REUSE ARS CRAVING TITLE SEE DETAILS Tr THE 'ALEXANDER' r EXTERIOR PRECAST LINTEL. rYP --_ _i r— _ ''�: • is - ELEVATION- ' ALUMINUM DEADOUTH r=- 2 WOW DOOR, TYP OZ mill Ox Dx DZ 02 x. 0x 02 - OIL DSB WOOD (` ALUMINUM CLAD WIDOW, TTP 76•HIGHMIL GUARDRAIL ` 5p ,l_eE'•'gN MIA1 . �3IR5?F 1 x. SEE DICTATESFIRS . (''(�.•l/�/-\ASW/\_ V �� �� I�•'�� C _, D h_ o� _ REV'SIDNS f Avn-Y�Hc%VO _J7 D& MTL SCREENS TYP PARKING LEVE TIL STAIR REAR DECK. SIEEI. REUSE E%ISiING ALUMINUM FRAME AND GUARDRAIL, STRUCNRE MIH MAHOGANY DOORS FROM JAIL OVERHEAD DOOR WITH TTp Of 3 JISTB AND DEC%TNG. BUILDING A CONCRETE GLAZED PANELS- TV SIRUCTRAL WRAWNGS SEE DETAILS L FWNDATON BEE SPECS FLASH CRAwTE TE NK. SEE SPEGB SCALE t ATI 1. REFER GENERAL NOTES 1/4'DATE '-D• 1 1. REFER TO OR C I AND 5 FOR DOOR TAGS DOORS ARE DATE \,:._,/SCALE: 1/4^=1'—D^ MIRRORED OR COPIED PER UNIT. 1/23/07 DRAWN BY CHECKED BY PROJECT NUMBER 27606.00 WANING NUMBER A-2.08 SO PETER CL- 1 ABN. PBJ. SIM \ ^ / SM Y Salem MA Now Bodi1•p RLI LIC CUSTOM MONITOR SKYLIGHT BMTON, MA ALUMIN COATED FRAMING. _v_,J AWMI COATED 0..INS •�•-(a](_�,(^] ](5y� SUPER-SKY OR EQUAL RIOGF FRAME CMOIN TO MATCH RODE COLOR I VB(1d2r ociates TITANIUM ZINC SEN NTL Arch ects and Inc ROOFING SYSTEM 2 =y Preservation Planners TITANIUM ZINC FASCIA, TYP L� ,I,.- j TITANIUM ZINC VERTICAL :f rrirf i ._ z, Structures North STANNNG SEAM CUDgNG strUE11I6I AT DORMERS. TYPr' iYj EnPleere 11 SALEM. MA „ �cy3r tYL�_ 4 'T ,z �W .Engineers.Inc. SUNKEN DECKS E3ecBlcel PIUDIDI 12 .rY 4 I' ci'y4 i3 Y +�•'Y�, -��� f AT RDOF G PFO�BC�IINI�fglD¢¢F99 SEE WALL SECTIONS LITREiDN. Mn 14 TITANIUM ZINC HALF IN UND r4 _3r Dray Architects 5555g9�'� GLITTER. ROUND LEADER AND a' 4 Yz � LV9p¢ — —THIRD TCOORT ASSOCIATED ACCESSORIES. T19 y i F¢'-`4`�Y MdM%LI S` 4 SALEM, un 4 rr� r Y sW Hancock Associates aq � � ��,' Lend Survws Mn BALCONY AND T'�.ti ST f��� rT''T]f� Yrs + REMSIH BONG TYP DANKRS, MA GUARDRAIL, TYP r fir. s4 rs oz HW.Moore Associates, Inc I ....... }4 ` _ ALUMINUM CLAD MOM b ..T.i.: �. _f i 5 �'' t�'i t� BOSTON. MA PRECAST 511. TYP ' iir. ii'-t fro t PRECAST LINTEL. TYP DRAWNG TITLE TT THE 'ALEXANDER" DREL METAL SPAN . - 4 R COLOR TO MATCH `�,= 2 Fes; `Y �,Y . . . D: `" Mn TREWS— SALVAGED EXTERIOR WNMW CLADDING ��.r7y �]. ,.,�T - aTT. S�v� , - 5 ME D�L°5D"`' ELEVATION- CMUL SEE WHITR SPEECS Yr cG L.r Ti mac.-,z ` Y WEST 4 L CMRTYARD I MR GUARDRAIL. 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DOORS ARE 4/33/07 DRAWN BY CHECKED BY PROJECT NUMBER 17606 DD DRAWNG NUMBER A-2.09 X50D.9 E.4 F G i I I I I PETER Salem, MA New Boston Venhies,LLC Finegold Alexander + Associates Inc '] AiPa AT MAN BIN D� Architects and 9 E SSSS Preservation Plemers N�s,uK M4 ucdree North SALEM M4 Al Nov �rv - _ --- -- — — — MechenlceBLW EndllaarH,Inc. Elechicel Plumbng. �. end Fre Rolecfion Hngxleers ` I ORR ' 1O3 Gray Architects Ar X 5ALEM MA - - _ - Harm&Associates 004 3 Lod&rv"m _ DAro,Ens. rnA ___ T TEfh2ACE — _ - HW.Moore Associates,Inc. cx+ Ww MAson+rr F.OE BCSTONTON OCFrx+G E rt�v OCOR MA �18UILDNC•`SECTION/ ELEVATION –INDICATES 1 NIXR CEl NG FLOOR/ ASST. TO BE MANT418J - SEE PARTTION TTPES SCALES /S'I'-�• – ATPS BATT N ATION AT LOOF CQAWNG TITLE N NOTE• PWVOE VE 4RODE VENT TION AT 4LL s THE 'BRYANT"- OC, 5? 454 F0 3.5 3 BUILDING "** SECTIONS i I I I I I I I I I '� I I I GQ�GVtl`Loo y E o° TRPLE% D.R.Ex FLOOR LE OF LFi'E�fi'W W T I] BEYOYO ND ]L�RIXp AT MANS pFtEx *WWWOOI AEOVE EN U3111 WTI Lu PU O 0.FLEx iRPLEX p X (MID FL'J012 AT cAS _.._ – –W�-� UR "— Q If�PER WT @ WT v. ASE6 ID ® o 0 ABOVE HJ1RT Mr-Loai AT AN ax B ELEV. 41f6 a F$ST RCC!! T$E�T"la7f – —T%IRBC – FLAi RT Ai xpy,E L ® a4 ❑C.I Eu IST lLHT 8 12 MA V81.1-0• L 'J DATE . 4/23/07 00 WAY BY 1E0® Y .CA c, JA0. RAT ® Wr OCL8� T/bO6W __ -- – _ " ESR C44WTXa N.b®i Nq TES I NIXR OF/ROCEL A55T, TO HE MANTAI - 5EE PARTTM TYPE5 BUILDING SECTION PGKATES BATT N ATION AT RQF A-3.01 2 SAI��'l8'-' lj' '9'E F:vC EAVE A D F YENTLATICN AT ALL fX S 2 3 4 ? 5 6 5 5.1 C61 8 SO I i I i l I I I I. PETER I Salm MA New Boston Ventures,LLC T� FT`.i T Finegold �g�c 0. � AT MAN P1l.CNC - — —\ _ - - _-- - - e F{(. R AT MGN Ugf Alexander + ]� Architects Associates Inc LRZ Preservation Planners P El .. Btructures North F OOR A� MAN CiAOVJG_ __ SVllC E-rgneer8rs SAI I M, MD FLAT I��YVYY111PPPPPM�� WT STAR EI W' Inch D @ ,�„ - — — — — — L e�rd�Fe Rotecfion�rgneers L— LiTTLei-:ax,. Ma ORO, RQ']R tea,AfCMtecta RAT .- p- �BN�BC j_ WT Lf,li STAIR QTQ � �" 0 LRI D a CL M l8 SIli757 Qg3. D. ® SALEM. MA _ 'c EVt_L Lwd SuHanc� 80C18tE9 veyae ONJV , MA H.W.Moore Associates,Inc. �,1BUILDING SECTION —e ATES I w u ROCR/ CELNG ASSY. TO M MAINTANED - SEE PARTTp TYPES 80STOFI NN $CALF, /8••'-C• —WCATES BATT NSLLATION AT ROOF CRAVUTI(' TITLE ngTE, PROVIDE SAVE ANO RIDGE VENTLATION AT ALL ROOFS THE 'BRYANT"— BUILDING G F E.4 D.9 OCD.3 E.1 E7 FA SECTIONS I I I I I I I I I I I I N S TPKFX - RPLE% pRE_ ® I v'LGI) FLLX14 4i EAST YMG AT MGN HLONC. T MIi — wSECUU FLOOR AT EAST TM1G LE A N RAT r r— Va'•1'iY Ex >' G� 0 G O� LL ENTRY I- wFRS BOOR _I.. ��I �O E _� d/2W7 RAT _ t,TIT EN�TRT 'LAT IAL7RVi .ECT NI.EE� ✓uT RY S�PACE SPACE 27o —_ •_T 9 1 l�' T OC3 RO CRAN l�'�' AGARCEN LEVEL —ADICATES I NOAt ROCK/ OE. ASSY. TO EE MANTANED - PARnTp TYPE` —WCATES I OLP FLOOR/ CELNG ASSY. TO EE ..TAFED SEE PA 7T TYPES LEVEL A-3.02 �1BUILDING SECTION 3`BUILDING SECTION _�,ES @AT NU,a IDN AT ROOF SCALES /b'•P-O' WICATES EATT N14LATION AT ROOF SCALE /8'•'-O' WTe PROVIDE EAVE MO RIDGE V LATiON AT ALL ROOFS NOTE PROMDE EAVE AND ROGE V TLATICN AT ALL ROOFS so PETER Salem, MA � New Boston Ventures,LLC Finegold ® ® r — Alexander + Associates Inc ® I ® Architects and Preservation Planners IFNMA Structures North �sr Str Xhfaj Engiecre o EM, M ii �WtanE.nPineera,Inc. ® I4{�L'I Alec 9l end Fre Roteclbn� e I Cray Arctdteciatect8 Lee a S4LEM M4 Fierucocic Aeaodetea o - - r Lend er ve -- DANOEGS. MA 5 e ` AT ��TE KW.Moore Associate&Inc C111�1BUI DIVQ 13EC110N _ _-- — 90""M, DRAW TITLE LONEPED 30H AT fl4EEAENi ,k] X THE 'McINTIRE"- BUILDING SECTIONS Dr 9 LM L£veIDNS i Aro : U. I MD : - o SCALE DATE A/Yi/Ol E T /- DQANM BY DECKED DY EGOKT NAS Z760600 WA1 NABHi UILDING SECTION o�c�c�!� eeaq.�F,,�„T rorC s� 2 SCALE I/4'•I'-O' __ $HEv. P}8J'•1- LDv9.FD %M AT A-3.04 - DICAMi. I .41F FLOCK m ASSY. TOW MANE - S PAWTT1 TTFES '.IJTE• PG M EAVE APD G V T{ATIM AT ALL WDFS s o Vol ww --� Vo lC 3 f ¢ � . ;8. h I'D, 40 r PLTLR I 11 IF Salem, MA fg ��g New Boa_ - ' ,_,_,-I - '; yW ton Ventures.LLC 4; IH Finegold Alexander + � a Associates Inc Arand chitects Planners Shwtures North -------------- OL ® ® h N LEM. M4 Alxhenc g 8s d q end Fre Rolecfione ects - Q a N ---- --- -- A M u� Rm• 9 % r------- HerAsaociates 333 I a e I I I A d° � nANVERS. ND I Land Sirveyon pX9 y g ; �r ' a ti� HW.Moore Associates, Inc m - m F} da - 5&! 0� OYAVrT� nnE d --- --- — �_ - THE 'ALEXANDER' BUILDING ,off P -- �: ff �'� SECTIONS r^O 1�yy N RJF�Ne— AMIIWM Y� 4.6 p so.,F - -nSn V411'-0 DRANN IV CIECXEO BY PRO 7 NA�t t U _ 7/e0600 i gg - DPAWNG NARY' lu a.c A-3.05 �� x N 50 V <e Ono. d al" _ PETER iq io Salem. MA New Boston Ventures.LLC eosTON M - i Finegold Alexander + Associates Inc Ar6tects and _ Preservation Planners Strwhres North n i 3truc°rd FAQ Zl� rvL' 34 ab SALEM, MA a U I I' Ra BLEt�i sera,lnc. b 4 N K"s end F#e Frot�ection e ' a <GV LITTLETON, MA N ka� 4 a „am Gray Architects III Tim �eLE., A 6 F C SPLEM, MA ” a"k He and Aasociatea DANVERs. MA a s e sRW.Moore Aeeoaates,Inc Ail re 1114 ¢3 BOSTON, MA rvz nry m _ DRAWING TITLE - THE 'ALEXANDER" BUILDING SECTIONS p T sm t7" nrZ-7N OFIIyNY 1 A.�xLI�Fc Sp REMSMS � t� .� • I 4 - 4 DI-jl 1 .R-,DL ,0-AI SCALE DATE 4/33/07 —DRAM BY CHECHED BY .--1 PROJECT HUMBOt 3Te0a.00 YM u DRAWMC NUMBER O �1 s A A-3.06 e< I <3. I. A, I 501 I I I I PETER I Salem, MA 1 I ' New Boston Ventures,LLC I I I I Finegold I Alexander + I Associates Inc Architects and Preservation Planners tEw wnDOW. im. i eD$T:M. v.. FwEPCu Docs W, TRAPfj(,YA PA Mes North - EnRaeree $ EM Mo LW EperaElglerom rd Fre%on g �B LITTIE-�u. MA T. TRC $ SY31w A� R Gray Architects La9 FXIST. ROOK RATES AT B21(,1C ADDIi SALEM, MA — I I Hancock Assoaates Lad"M 1 O[wvLwS. MA HW.Moore Aow=tes,Inc. cw 1 AT t FLOORRA LO(:APt E�ineere I B:STCN MA GRAWNG TITLE PEW WIDOW, TYP.� I I a�R� THE "BRYANT'- I 1 WALL SECTIONS I I I I ' I 1 1 CN GM, BATT IN9SAlgN ON M1ETAL FURRNG I I I A E%6r. 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WAU2 s1Nq BRUA. , 01Pa RE`A90NS TREANS NATO, A uOTiAx InLY -�, i BINc'i __ _. _.. +1wHOBI zTTBoo P WACE xN4I NATION Leh\r�l� l - FI Ir — IIII o[SawMOic 4Nm . `--, � I r I L I- Dun¢ RJo rwLaa.ss BATT srzn TLaL , .I 1M NBIIAMM Q UNTIL DRB L__, I uwn A 1.I«rzL II 2ASt DARAU DOW S([STBLCT SCALE ":T- H�I Ow M.LW.:W MINK jl - ,u IJTnAIE l .IAB_-S-0 A,MONT AAM BLAN 4/2E I 23/07 L� ATTCH TO Wux TA.VW , uB[ 1 I I li�l.l l II lr L 1 DRANK BY CHECKED BY Y[95�gf n I.rv« IJ IIII I: - _ 00 _-_ _ CG wsB(rg — __ L. i- PROJECT NUMBER LAMA MISTAKE O - _! r .. ---_—.—_ - _ - 27606.00 DRAMNO NUMBER sTpw WNI SEE I I ! - _ •awt D. pU1OsUimrBNOB." ' IIII `111 l !C 9Eei,L 4AA 9,$ I vAAM. I I. _ I- MANBED Oc0 E s9VC -I 1 lol L- E - -S 2Oo B ell I` §$u�illLiu. - - CW4,nRA,.R - WI..LRD 52KT. liW1BIL BR[N DEW- - it-i A-3.10 a O SKID - EO1RlnOl RAu• Iwl - I - oa ffwcJ t ALE: 3/e�I-0 DM E,m rANwxc YAY D 50 .vA'Azuc 1.M nuns MN—1. f.lN*a -T s/I' T:.<R A.xvaa Mumlxp R_Lp LMLROAaa 9A,] PETER MYAAnw x.nDR..RpLx Q�l 'IA Ln ums a/r rroE r w �E4 IY =A¢r AN VAa FOR a R To ecAa R.or tamp W.SeouT New Boston Ventures.LLC BosTou, Y Finegold "A °""" Alexander + N.IAN YNLR].x' •SMT Associates Inc L• t, aNc RLw Archilects and Preservation Planners BOSTON, NA RJ]0 rmNe so- e Structures North WYMLee, p awcvc -TL'. 1s E A Mary• BLW Ef10k1¢Era,Inc. ppeN►aT and Fr cPrrot:%.E'7esr ' and E I O PfVlAGhgl En�eers LITLLEI(1N, IAA „m, "-. - ---- treyArchtects BNTOF L = IKpAX(Mr CANON SALEM. NA ANTM hW aPBr _ __._ Hancock Associates LEL•' Land Surveyors DANVERS. MA b H.W.Abse Associeles.Inc. Yrav"w:pm CPA ww- aTr YcsTrumx'n no a.�.mnm..m r _ BOSTON. MA YL RTM9 �� RA M Ynix¢u WmSUSN. 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MA STRN46J AT WALL - ClFVEO 2 $CALEB V4-SECOND FLOOR HW,Moore Associates Inc.•r-o' CNi ��• OPfia ll _ TTP. STIR/ 6wB WALL I X n OBF CARTAGE Fj�pye AT STAIR ID BOSTON Mn 5 CARRIAGE 51 ATII g SCALE, I u7•r-o• 7 SECTV IN AT STAR 28 0 9EC710N AT STAR 2B SCALE /7.1'-O' SCALE 1/7•I'-O- SCALE V7-I'-0- DRAWNG TITLE 31 ] 719' EA M TREAD )a+ PER IA55 THE 'MCINTIRE' STATaaw TAPE 0`0000 � CODE PGR V PDERS STAIRS P T.. L.�RD EOiLIM�ED PLANS, E$iREt4n� FOR w T. WALL LOG TIDY TO BE DETAILS AND S VOLLYTE �T N TE ICD FI LD A G TYPICAL DETAILS wane HAnORAL WOOD HAIDRAL ur \ vCILTE m O L10.DED C' DIED B3P' r+y k G DECORATIVE A4JCN I 1����1�lppl�ppJ�1{ /��J�/J�fpl PREFAB 1 .S'CALE- /•-1•'0• AQEVSC�Nvi4 ROPE WIO D'G LJ 9 SCALE IUA ���ATIO I A-0 VMWE��A-0 VMWIEE �sCAi.EN AT youf E P= AS NOTED DATE A/CNOT CRAM BY pEG1'® B1' FRO.ECT NlAABl 21e0600 DRAWN. N ISEP A-7.03 50 PETER l.i 1 li I II II Salem, MA II II I II II New Bouton Ventures,LLC NOSION. MA II 11 I Finegold Alexander + Associates Inc I I I; PNr`eseehdcts and vabon Planneirs I I BOSTON. MA rt�chree Norttl II l DEMOLISH ALL MASONRY i i SALEM, MA CHIMNEYS AND PIERS i i I �B,Inc. II j I ITT ETON, MA I I �Gray jAprrchl ectB I I I I Ndi1tY I r--- – -- -- – –� – -- -- – I I SALEM. MA Hancock Aasociates DARS.. MA II OF. H.W.Moore L ___-__—__ ------ III I IZ[ ID i II '-•�z / : \�.. B ouc Bo^- . rcN, MA I I 1N.,o I 4I �1a _ oR II pyo 16 O.C. ; ,i THE 'BRYANT' - I R�aor° € Ia z .Io ROOF STRUCTURAL / RaRERs /— id-o DEMOLITION PLAN v '0 iD o .c.. . �v' f Wr. Jo el ® — . j edit•o.c.' • —e Ib 8.c: :o Box(IYP) �e a.,K12 TNERP ,;—.�_ _ er Two a O�vll' o. ao0 «a e it .c. z a I eRENBICNS I �a.oaM..M aooe ROOF STRUCTURAL DEMOLITION PLAN (E-Pooh r o DATE N/1a/01 DRAWN BY CHEMED BY PN BN PRCJ CT NUMBER 11688.00 DRAW,NC NUMBER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF DEMOLITION AND DS-1.06 RECONSTRUCTION AND FOR MAINTAINING THE SAFETY AND STABILITY OF THE STRUCTURE AT ALL TIMES. so E-ROOF PETER E-AIDC Salem, MA DEMOLISH ALL INTERIOR FRAMING AS INDICATED THUS. New Boston Ventures,LLC I111S1pN. MA E-TNS Finegold Alexander + Associates Inc Architects and Preservation Planners BOSTON, MA E-FlRB Structures North BLWAEMpneefa,k1C. E-BARFMFM I01I ION. MA EAST ADDITION Cray Architects EMI F A, , MA Ds-T.m (-1 BUILDING SECTION Hancock Associates IARU EXISTING STRUCTURE �' O5-Los OANVERS. MA C-0, Hp.�W.Moore Et10 BOSTON. MA DHAMNG TIRE THE 'BRYANT" - STRUCTURAL DEMOLITION SECTIONS HOLD-DOWN RODS E-ROOF 1.0 PE RODS E-AMC IY TIE ROD ACROSS ®ra.ROM un.m.lA.ocNwM aloe M NDON MV. v1) REMSI S E-THIRD DEMOLISH ALL INTERIOR FRAMING AND WALLS AS INDICATED THUS 7/311 PA E-SECOND E-FlRST $CMF AS NOTED DATE 01/23/0] E-BASEMENT DRAM BY CHECKED BY PN BN MAIN JAIL PRGXCT NUMBER 2)606.00 DRAMING NMMBEN os-T.D1 �1 BUILDING SECTION Ds-1"De�� EXISTING STRUCTURE DS-1.07 SO PETER Salem, MA New Boston Ventures,LLC Finegold Alexander + Associates Inc Architects and DEMOLISH ALL CHIMNEYS, INT. WALLS Preservation flamers & SECOND FLOOR CONSTRUCTION. "°"°N' MA DEMOLISH .ALL CHLMNEYS.I.NT. WALLS, 0� , M„/ (EXCEPT AS NOTED) t as North FUi AI)1TI0\> & rOV , <1_ 1?� o j o 1.7 n fE BLW EiXpeera,k. urrLEEory. MA Gray Architects � j o o n ❑ - -- -- '.�. SALEM, MA --- — 1 g Hancock Associates U � � � �2S • 1 0. )j. DANVER. MA ti n: KII.Moore XEiM!NX SMCtuc SOS nem ni13,p pp,y, 835iq'1. MA D�q$yr�nr DRYOLITTON PIAN ' SfyCOND FLOOR SP.RUCfURAI PLN -o'y DRAVANL TRE DEMOLISH ALL CHIMNEYS, INT. WALLS THE "MCINTIRE"- DEMOLISH ALL CHIMNEYS, INT. WALLS ,,iL,� & SECOND FLOOR CONSTRUCTION. STRUCTURAL & FIRST FLOOR CONSTRUCTION. (EVEPT AS NOTED) DEMOLITION PLAN - - It i A 1 i T ro roNAa) UR¢1AYYN IArxYY.k 100e me wL�O�IAOAr�ixsi RENAONS ro awosl nem ears ro eoeM vem can ro nwN A' FTLOOR DRYOLITTON PLW THD1D�$OOR DRYOLPI70N PLAN uas h-Y oD+na h'— ,I- � h.»c ue emr SCAIE AS NOTED DATE D./za/01 DRAW BY CHECNED BY A ON PROJECT NUMBER ])606.00 DRAWNG NUMBER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF DEMOLITION AND DS-1.08 RECONSTRUCTION AND FOR MAINTAINING THE SAFETY AND STABILITY OF THE STRUCTURE AT ALL TIMES. \1 C2� 3Q 305 4 ) 4.5 O5 5.1 6J 7� 8�• 50 � Y � A ; - - - -- - - - 7- - - - - /J - - TA /_.\\ PATE R Salem, MA 4.5) 5.2 o New Boston Ventlres,LLC 1L_--__-- BOSTON, MA : RICH ------'r-------� Finegold ' I I Alexander + Associates Inc J L i ArchAects and � - Preservation Planners G _-__---7'r- ----- - BOSTON. MA Structures North GARDEN LEVEL BI - ' - _ e arunwr `n MFILL tFwNEY UPPER FRAMING F_______ii_ w�ca arEi --- BLWF rears Inc. E r-------� -- ----i I I III I S3.01 s.m . _ - 5301 1 CONc�i[xru LsceNO Gray ArdYteCtB r__ _____________l ■ MCK lArrtl3bicxio6 __ ___ ® STONE SP.EM, MA --7 5"SUB ON CRAOE . :' ® CMU lY�swncwoc�k Aeeouetes F _________________ RBN EO W/ .OAS CONCRETE DAN ,MA Br6 W2 /W2.9 W.W,F. E UNDERPINNING 15.0 , sJ.03 , f5.0 - - ExIrnNG$iRUCMRE H.W.Moore f cit I� I r Nnv sMUCTUl1E D L__J IL- _ _ _-I L J 12"SOLIDLY (E) Ex'"NG FRAMING BOSTON. MA M r_ ____________ EROUTED CMU F6.0 AS J F6.0 AS " (N) NEW M K UNOERPINNWGI UNDERP9MIING ---- - D•3•; DRAWING nnE _ _- a COLUMN STMT 5"SUB ON G 9 (NY ACT I WALL BUTTRESS 1 REINFORCED W _- BJP)/' CSEWONT BURINC PUTS THE "BRYANT"- I 7 8x8 W2.9 2.9 WW.f. r 9 CJ CONTROL JOIM I D 6 u DID FOUNDATION D9- I F6.0I _ _ _ _ 0 AND I E-t I I I T� I _ c9. I ro.j r-�W.S F6.5 1 it GARDEN PLAN L_ I I I I _J L_ _J L_LjJ a -( r _____ _____� PBN NOifS _J L_ _J L_ L J --} _-_ E.1 F6:, 53.01 J n 1. �.ODIGTON05 t0 FOR 1YPPIS-2.01 FOR M DETAI S---301 FOR 12"MILK x2A WIDE CONI f- FOOTING SCHEDULE MD S-3.04 FOR COLUMN SCHEDULE. STRIP FTG.AT SAW OF STARS 1 E.4 -_-_ I - -___-_---_ _-___ RBNi"WIjJJ/5-10P-�EO7- J1I�/a•q X11 2. CONTRACTOR S VERIFY STRUCTURE, DIMENSIONS ANO -_-_-1 S ' ul SIZES INE RE1D. DO NOT SCALE OFF THIS IXUw9NG. f Y J. � - SPAN DIRELiION OF SUB QV DECK. L____^_J, q _ SUIS DIN DECK LK IS Is TO ro BE RIIGHIwflGHI CONCRETE(1159r, I MICAS $ O.H. -T --- E.7� k'-A.000Pm)ON 3"Lp(-noon.b'10kti. ISG CpIPoSrtE G _EY,�v I AL SUMS OEPSR OF 6. TI V� UH��SIIBNG "i 7 0 EROSEKWSM ALFOR A TSLABS ARE TO BE TEMPORM SHORED w _ -- SJAJ Fr_ i______--__ T r DURING PIACEMM MO FOR 29 GYS FOLLOWING PLACEMEN!. I (N) f2 IB REINFORCED 0. B"CMU ELEVATOR SHAFT SHALL BE REINFORCED ieniyye AI...ne.r+A«Mxw M:AOB F __ -_ ( -_-. CONCRETE DUAL BRACES W//5 KRTICAL 0 b"IN SOLIDLY GROUTED CELLS AND 2-/5 RENSIONS I II HOMZOMA BOND REAMS 0 b"O.C. I IL ♦ - F5.0 F5.0 I 1 5 12' U WALLS TED I AND REINFORCE w/ W VERMEIL 0 S I I UNOEFFS• -__ •- M 6WO..Y GROUTED CF115 AND 2-�5 HO.RIZOHTA BOND BEAMS C. �F.9) 6. PAWN URTE6 AT ALL NEW OFGYNGS IN MASONRY BEARING WALLS, SFE WIlEL SCHEDULE ON 5-2.02. 7, STRUCTURE SIZES NOTED AGMNST EXISTING MEMBERS HAVE BEEN - - _ _-- GATHERED THROUGH FEED MEASUREMENTS. NOTIFY THE ARCHITECT IMMEDAMLY IF EXISTING STRUCTURE OFFERS FROM ET SHOwN 1 2 2.3 3 3.5 4 45 52 6 7 8 ON DRAWN`S. []MDICA)Es ME NUMBER OF Y..x 5 LONG HEADED WDAR CONNECTORS SCALE FOUNDATION AND Oa�zV/D7 GARDEN LEVEL PLAN DRAM BY d1ECKED BY " I -0 PN BN PROJECT NUMBER 27606.00 DRAWING NUMBER S-1.01 3.5 4 4.5 5 5.1 (6 C7) Ca 4.5 5.2 50 w, a �J .D D "1 53.03 PETER C.4� ------ ------F__-_ �___-_ (N)ms vae7�pRi I _-_- `" Salem, MA New Boston Ventres,LLC R HOSOR MA Finegold FLLKIR 3 I D, Alexander + WI5x2 (UP-SET) ArcMe elate s Inc BBPI BBPI LEw. (TrP. ,RIs GARONPreservation Planners io B Nom•) BOSTON. MA SJ.OI =ee Norh lV71KIA IKJhl � I FIRST FLOOR B' t- - �- - _ - -- -� Big!" UPPER FRAMING W ftmoon MBEB `'AL A )`•. I._°. )& I , AT O.C. ALL PANE BLW�CYB, Inc. �A oOYER((E)z•vuNKs. LITTLETON, MA LEG6IND c ) 3 BRxK Gray Architects G 9BP1 BBPI BBPI N N' I I ® S CRR w1al 0 n4 Ihl • Hancock Associates -- - I WI xl{ B --- iTx14BBP2 � CONCRETE �W J.0 ) E Au EXISTING STRUCTURE OANyTRS, MA A A . 1 'O SJ.OI 881`2O n ; ' lA• NEW STRUCTURE H.W.Moore D -_ - _ . - _____ W12x; 8 3 N .. (E) ;BC SJ. D (E) IXSRAG fRAMINC I� BBPIW, f4-sxlo m EOSITN. MA BRP2 (N) NEW Fp w I .x WIh14 1 a - �•3 CS COLUMN STAR! DRAWNG PRE I + mWIIK261[13] In .0 E BBPI BRP/ BEAM SeAWNG PLATE BBPI W12-14 ID 3.w THE 'BRYANT' - D.9 w12128 r I - f FIRST FLOOR FRAMING PLAN E ' 3 INW4[71 W12x14 [101 WiTAIW_ rlLll _ _1v12A1{_ --_ 1x14._1.4 2.14 E sv_i0 m - _ pWI NBIO =. m Wih14 25 + -- � 1. SEE DRmNC 5-LOI FOD 6 SIRIICTUME 6ENFRAL NOTES. I[ WIh14 1I S-2.01 TO 5-1.03 FOR TYPICAL DETAILS, S-3.01 FOR I- ; -- --- -_ - CEJ MIMING SCHEDULE AND s-304 FOR COLUMN SCHEDULE. BBP2 -_ 2. CONTRACTOR SNA1 KRIFY STRUCTURE. DIMENSION$AND E.4 BBPI /WI fix2fi IS ; __- -___ ______ -- _- SIZES IN THE FIELD. OO NOT SCALE OFF NNIS ORMOND. = • !. 1 - IWOKATES SPM'DIRECTION OF SIAB ON DECK. JO ~ `D N O ---- -- SON?ON DECK IS TO BE 3'UGHTAEIGM CONCRETE(1151x1. ' Na j A � A _ Lt•-4,000Wi) ON 3'LBK-FLOOR, NEIN IBCA COMPOSRE C METAL DECK FOR A TOTAL SUB OEPTH OF B', TYP UNLESS d{ I�, OTHEw!TF NOTED.All SIA$$ARE TO BE TEMPORARILY SNORED I_ a30! ` O.H. - ' --- - -- E.J DURING PLACEMENT AND FOR 18 DAYS FOLLOWING PLACEMENT G 8 I; r BKPT BBPT 1'-10;'-- 4. 8'CMU WH AND ELEVATOR$HAT SHML BE REINFORCED WIN14 F121 zi BBP2 BBP2 $Bpi _ W//5 bBNF 46 r 'IN SOLIDLY GROUTED CELLS AND 2-15 F ; -- BR2. 4 W12.14 ----_ ---- W12r14 _ W1204 W2 - HORIZONTAL BOND BEANS r 49'O.C., 4 �w ' •��2� 1 - y 5. PROMDE LINTELS AT AEL NEIV OPENING$IN MASONRY REMSIONS ��ro IX1END SLAB +�� 3.0 REAPING WALLS SEE UMEL SCINEWtE ON$-2.02. IMARLY YMO A A evl B'SIXIDI.Y STRUCTURE SIZES NOW AGWNST VaTING MEMBERS HAVE BEEN NINOOW OPFNKKS GATHERED iHROLGN FI FID MEASUREMENTS. WO THE MC DT BBPI W12x1{ 8_-- BRP! N u GROOMED CUL ,I \F9 � TLLYSR EK!TQNG STRUCTURE DIFFERS FROM THAT slpWll G A m,P,) 'BBPI 10 BBPI 1 BU, A IA I. ! 1 INDIGIES 1HE NUMBER OF�1 r 5'LONG NFADEO SNTM CQYNECFGRS. 53.03 1 30 2 2.3 3 '' 3.5 a 4.5 5.2 PPER - 6J 1 7 68SEE FRAMWG SCALE •EIECW INTEGRITY OF FIRST FLOOR FRAMING PLAN (E)WDou BLAH w E D DATE = I-0 04/23/07 DRANK BY CHECKED BY PN BN PROJECT NUMBER 27608.00 DRAWNG NUMBER S-1.02 1 2 3 3.5; 4 4.5 5 5.1 6 7 8 4 T- - ]� , 50� w1204 a — PATER E4 - -i — j - - - - - - - - � — — � - - — — mom Salem, MA New Boston Venhrea,LLC ST BOSTON. MA E, &1D �) — Finegold F — — V-14, Alexander + Associates Inc ArcMects andE.1 Preemation Plemers IT ONIS BOSTON, MA �� � _ � '__ � oxls ) M) w,°s (Tw) ' ' 8 � o�� $IR1Ctlyd NO1tf18 i_ l SECOND FLOOR�J I I I I LOWER FRAMING UPPER FRAMING 9 PlnitloD NAILED SA,EM. MA Ai O.C.AT ALL PANE1 . om(E)2•PUNRs. BLW &hc. )& urn ETON. MA ] LEGgD tray Architecta .O ■ BWLN llTAfjpB v.w I kd�BL�B C 99P, BBpI BBPI t I ® SIDNE H ® CMU SALIM, MA W I 12- 4 I Hancock A8eocietee m ( BKPT W1 f4 F81 W12xf4 BBP I CONCRETE OANMERS,DAN1 RS, MA Y H J.0 _ Jla & + - - EXISTING STRUCww m 3 A SJ.OJ p v I S lk NEW STRUCNIRE H.W.Moore 3 3 D ' _ W12x2 w (E) IXInNG FPAMING BOS A BBP2 EBPt BBP2 W2 `BBPI m % FRAMING a \/ CS COLUMN START ORAMNG TI WIh261(IJ] ry 0 (N)uNTEt \/ BBPI BEAM BFIRING PLATE W12xJ4 I " Ps RI I'e HANGER Rao THE 'BRYANT" - W — BBPI WlhM ry A n V• 3 �f SECOND FLOOR D.9 — _ ' - )Ievx L sEELOIia — FRAMING PLAN 7x14 ` T1(AMM'G —�, 3 W12d4 IB W12x14 B Wthlt -.W@ 4, 8 WMIS — -.W121U 3 "— PIW NOTItr E j� . m _—_— WTh14 T m B 1. SEE DRAWING S-2.01 FOR SRIICNRAL GENERAL MD . pk E 1 S-2.01 TO S-2w FNi TYPIGII.°ETALS. S-3 Of FOR - WIhi4;l (i]] --{� FOOTING SCHEWLE AND S-J.04 FDR COLUMN SCHMIE. AA o � p B BSP 1. CONTINCTOR S14M1(ERI%STRUCTURE, DIMENSIONS AND ' s B f lr1 ..- — , _ — . , _ SIZU IN ME FlELO, DO NOT SCALE OFF THIS DRAWING. J. INNCITES SPAN NR CTTON OF SUB ON OECX. SLAB ON DECK R TO BE J'LiNfAISGHT CONCRETE(,151x1. Jag r ry k �� N METAL o0PN) NM J LOA-SLAB 1JPN OF. I, , J11 DE •�1(VV`.`['4\// j ; v A (N 3SA94 PSL" 9 METAL DECK FOR A TOTAL SUB EE TO OF G", T/P. LY SIK 4 OIONANC Np1Ep.All SFM ARE TO BE tEMPoRARILY UENT �I � - E.�I DUPoNG PUCEMENT AND FOR 28 DAYS FULIOMINC PIACEMFM W is(itj `BBpi VVV--- - ry-ry' SIO( DBP1 .. , , 1. 11 15 . AND IN SOUR YSHAI'TM SHALL BE REINFORCED W12xi4 8BP2 B6P2 _-_ BBPI W/I5 YTRT.O 48 EA SOLIDLY GROUTED CEI15 AND 2-15 .O HORIZONTAL ANO SEAMS O M.O.C. wM AH m�1W F - _ wthu _ - wlhu . . _ 5. MWOE LINTELS AT ALL NEW OPENINGS IN MASONRY RENSIONB �m BBPI W f BSI I � BEARING WALLS SEF(INTEL SCHEDULE ON 5-2.02. ' (TTP) SJ.OJ A 8'SOLIDLY 6. GATHERED SIZES NOTED AGAINST IXISTwC MEMBERS(NYE BEEN {I- " ; GRNfTEO CYU TNNERED YN11 RIS FIETD NFABUHEIMDIFFE NODIY THE TAfICNIXCT 011N J. -, IMMEDIATELY IF ENISTNG SIRUC111RE piiER$FROM HINT$INAYN Man! F9' ON oRKwINcs. G ) - A �. / T. !j INOIGITES NE NUMBER OF%'4 x 5'LONG IIFLDED BBPI BBP2 BBP2 BBPI J.O BBPI PBP1 BBPI g HEAR CONNECTN6. I G 2 23 3 '3.5i 51 �.2 6 i 7 SEE UIWR FRAMING SCALE SECOND FLOOR FRAMING PLAN DATE 04/Z3/07 NAM BY CHECKED BY PN BN PRCECT NUMBER 2]8116.00 ONAIWNG NUMBER S-1.03 I 5 1 2 3 3.5 0 J PETER A Salem, MA New Boston ventures,LLC BOSTON. MA Finegold Alexander + Associates Inc Architects and Preservation Plamers BOSTON, MA B es North <_EM MA BLWEWr�7 veers,hc. PRONDE GP E 34'x10110•ro LBGBND LITTpTLEETT+ON. MA suvvoar RAN LM'Ta a6oVE I (3)196X4.4 u�. SPANNING ■ BR'cK Gray Architects 0 FMLM STEL SEWS k Cot, TO 8'BEM6fG AT LUT END OF MASONRY ® SIIX4E 1'OIw}COpO C 96P1 cBPi SBP' - oew BBPI ,En_ (END REACHON - (4 PER T.s.) ® CMU SALEM,i.MMA -- ---- -- — -- -- i-- BBP3 CONCRETE �H�enc�o�.ck Associates Yi2rl . 2 6 2 BBPI- .7r- 2 - - IXISING STRUCTURE swve"DANVER$'MA ZO NEW STRUCTURE y� ,,_v 3 3 BBPI SJ.0 Y 1 a (E) IXISrINC iRWING KW.Moo e D --- '� -----� W,zr, III ,L 012x14 Z *12x14 ,z=,4 ,z = F A � �1 + (NJ NEIN rwAlwc BBPI BBP2 BBPI ^' A Np SUBR.Opt BOSTON, MA l a fi 1 a cauuN cram �+ V p W PUTE BBPI BFAY BEARING OPAYnNc nilE 3 3 WI2r 4 9'x aePz 14X n R _ —� w s 22 "\ /� ews BEARING wAu BELOW W12 11(91 WI2xl4 WI2x26 3 = BBP1 �' 'y RI I'a 1MNCER Roo THE 'BRYANT" - 1 D.9-- l I I e 7 THIRD FLOOR �?� �v12x40 A, ; 1z"I Ilwlbab �P !^ FRAMING PLAN - 86P2 WNW6 20 W2tr55 WBW6 W1 _. wl4 1 WI$11.2I E —- _- , X _ � _ _w18+ss (E) l lv. �``..}} 1. SEE dUwING s-zol FOR srRULrIMK GENERAL NOTES. TRUSS r-f - \E.J S-2.ol TO S-1.03 FOR TYPICAL DETAILS,S-3.01 FOR a 1 ry W12r141157 WWII 15 WHN26 WiBx55 y ` f00TMG SCHEDULE AND 5-3.04 FOR COLUMN SCIIFDUIF. BBP2 14X I) A O• B 2. CONTRACTOR SHALE VERIFY STRUCTURE, DIMENSIONS AND E 4 - - ee _ W12x14 —_—_ 17p W12+26 n r N B y 3.0) u Ih SIZES IN THE FIELD. DO NOT SCALE OFF IVIS DRAWING. 1RIn�.AIII�. -�^W�4 �� �� - WI&14 IB J. �+ - IINpG1E5 SPAM DIRECTION OF SLAB ON DECK BBPI �I' -I W14r22 21 g n �O) 5 7 QP w� [�" SUB ON DECK 15 TO BE 3-L�CIIMEIGM CONCRETE(I 15PC1. W ,! 10 *12X14 / W12,14 1 3 .o �-.p = W "_l(CJ BBP2 _* ai I2X2_6 1 ry w12AN m SIM 3.o ti a)T��M NE)AL DECK OR 3'01AL SLAS EPT pOW, . T cOUNLES E 4 T' C „ 3 W, ,4 I8 BBP2 STAIR METAL DECK FOR A rOfAl SUB DEPfH OF 6. IVP. UNLESS 8 L NCINS ( If .11% / OTHERWISE NOTED.ALL SUBS ARE TO BE TEMPORARILY SNORED 1 B _ J I{,. _ i- B. _- `E.7j WRING PUCEMENf MIp FOR 2H 01Y5 fOLLOWNk PLACEMENT G I � A I/ \ ml Y 4. 9'CMU WALLS AND ELEVATOR SHAR SHALL BE REINFORCE V z 3 BBP2 BBPJ �� WI~ BBPI REPAIR TRUSS W115 WR BOND BW I O SOLIDLY ROUTED CELLS AND 2-15 W12x28 •�p� _ F ' • $ W12r14 ------ WI2x14 H w1 14 \ END CONNECTION 5, I N ; BBPI O 5. PROVIDE fINTEfS AT ALL NFW OPENINGS IN MASONRY REN90N5 f amsK mos I BBPI Bl z a B'CMII BEL M ^ BEARING WALLS. SEE LNIEL SCHEDULE ON s-T.Oz. I ,2r S 1 'i n '$ 6. STRUCTURE SIZES NOTED ACNNST EYJSDNG MEMBERS HAW BEEN -� Z SJ.D .03 33 IMMEDIATELY THIROUGH PEAIG MEICTUREMENTS W�THE FROY HMTT CHHSHDMCT _— — -- -- --- 'F.9 ON DRAWINGS. SALVAGE 6rw G EBPI BBPI BBP2 BBPI BBPI BBPI 92 BBPI41 �� A SUBiL001t a BEAMS MBFALLED ) 5 W CONNECTOR 2AMS THE NUMBER OF Y'I r 5'LONG HEADED 1 POP ss of (7yp) BBPI 3. AS SO 1 2 2.3 3 3.5 4.5 6. 6 ) 7 8 sous DAIS 04/23/07 DRAM BY CHEMM BY THIRD FLOOR FRAMING PLAN PH BN 1-D PROJECT NUMBER 27806.00 DRAWING NUMBER S-1.04 50 I� i, P IY PETER A - — --- - /J— -- — — — —� ® Salem, MA I I f 1 E) oD�*VMOW. " New Boston Ventwee,LLC EDGER ENTIRE PERI ETER. (N) STUD WALL W/ BOSTON. MA OPEN "6�" Finegold (N)�.. 12'DD. Alexander + snw eac. wAu, ` " °""� ! I Associates Inc -J SHEATH INSIDE FAC !' Architects and OF wqu STUD w/ (E)AAA cuPou Po TYP. Ae Loc. Preservation Planners $'PLYWOOD, TWRESUPPOR4 ON(N) CUPoLA FRAMING BOSTON, MA BELOW FASTEN W/ DOWN ANCHOR 1E11Yii9 (E1]((A1 O O.C. O O.C. ee North I WEST CUPOLA I DECK FRA�ING PLAN �I I Wee MA B '-G� Ea`AMOL`L"A ERAWMO f"AR. - _ _ — __ _�__. - i BE� leers,Inc. GLW _ 1IMETON, MA °, eche IM Ne � BRICK pHancock� BeOCletes G ® STONE NVEBS. MA H � ---- - II Is CMU --- - ----- --_ I L H.W.Moore CONCRETE _ _ _ _ _ __ __J ' In"o I •R: N ! W/T`N)(PvOEPM� EVI511HG STRUCTURE BGS A KA 5 .n (W CH(E)R.AFIER NEW STRUCTURE " TO CREATE HEADER t DRAWING TIRE TROWEN SYSTEM AROUND D .—_—_ _ $; _ " n _-� _ _—_—___ ___y _ W _ _ _—_ .{� (E) E%ISTNG FRAMING w. _+ l- ` - m------ 14�' 4 8Y.10 TO. — -$.00 (N) NEM k CHIMNEY g 1 1H O 1q C. �D`' 'e (N) NEW FRAMING Wnffi lXN* --- -- ----- -- D.3 Cs COLUMN START THE 'BRYANT"- g's slu. gLL 1 ROOF"/ � �(- �� I BeP/ eLu1 aEARINc MATE .f 12 MM D. CA .L E fD �.DB * �•� I we BEARING "Au BELar FRAMING PLAN I J —l• . . _ . . D.9: --1 `!? 14 (EHM]M]SED A06P(N)MGH CANYL ,' O I ,� II 61u sA l.� • 53.08 ROpF I4lM BEWS • `� ���J( ((+6 1 P.M-RFS LOW PLV!NOTES _ .4i A Id O.C. E . , n DROP M E 8 f2 SEE DRANK S-2.01 FOR STRUCTURAL GENERAL NOTES. �. --<E.11 s-ZOI TO S-20 FOR TYPMIL DETAILS. S-307 FOR 7 VI �M1 �� .J FOOTING SCHEDULE M10 s-104 FOR COLUMN SCHEDULE ♦ 3 1-J M NR 2 I' AtlNYI I I- h1NV1 • �� E 4 -- -- t A``. +!A ( ) 11 - 4NM1 �f$' B -aw o. a�'.y I B1 2. CONTRACTOR SHOO.VERIFY STRUCTURE. DIMENSIONS AND q 512ES IN THE FTElD. OO NOi SOLE CFF 1H5 OR.IWINC. C"N'L -xw l _3 Y6gi (N)rn ANGLE^ (D TD. FRAME M O OTB' C. J. �� - CK 15 ES SPM'OKCTMLCHTMDC OF SLAB TE DECK, CIW13J C10Ai5 Cf0.I6.] CI0.1 J F '` Is f111N 1 SUB 011 DECK 5 ' M J'IMMMEICM CONCRETE C (IISTIT G SFE V1 Z11 pELN fRNINLG " SEE NOV A PLAN ON TINS SHEET FOR NEW CUPOLA 6 IjE . . �. . — . . — .• (E)eslo . . — . . _J SEE OETNLS - STM' META DECK ON J'LOA-FLAB,DEPTH O i. I, T COMPoSRE FLOOR FRAMING METING CUPOLA ROOF -J.OT • 18 QC. \ 14 6 ') I STY. 14 IM GNTLMCI2xJl �tii A(Q I®I METAL DECN FOR A TOTAL SUB DEPTH OF 6, M. UNLESS a1 _ E B 12 _ OMERWSE NOTED.ALL SUBS ARE TO BE TEMPORARILY SHOREU fRNAING ABOVE, NOT SHOWN ON THESE 53.08 �'o s].OB / L". .y_ DRAWINGS. IS TO REMAIN. l O 19 O.C. -].W ,.. (E)8x11 - - �.� m / l' ("E)TN v10 ��i6i (�)IOx L -i- B/ E'7 DURING PLACEMENT AND FOR 28 p,115 FOLLOwYNC PLACEMENT C gMSIONSwwyA�oyy Me yom B (E)2 AIO A 9'CMU WALLS MD ELEVATOR SHAFT SHALL BE REINFDRCEOIN REVi510N5 -�. ____ _____-___ 5 � � � a.o 0115 i $-9.OY w�2artu mro BF"na A8Y 01C.GROUcEus AND 2-Fs F — — W --- _ ." M1 -_ -----__-1�_—_ 0,0 1 I S. PRONDE LWTELS AT ALL NEW OPENINGS IN MASONRY 1 W L f I O 18 .C_ I BEARING W"1S SEE LINTEL SCHEDULE ON S-20Z Kim x "'� {yGyy._-� 6. STRUCTURE SIM NOTED AGINST EVSDNG MEMBERS HAW BEEN GTHERED THROUGH FEW MEASUREMENTS NOTIFY NE ARCNNECT 4 I �---- - -- i-- - J'.---- - --- - ------ IMMEDIATELY IF ENISTING STRUCTURE DIFFERS FROM THAT SHOWN O- - --- ---J d Y - --- -y ~ -- F:* ON DRAWINGS. I �- -- -�-- - -- -L -�_ ---- -L T. )INDIGTE'iNE NUMBER OF TAI a 6'TONG HEADED SHEAR CONNECTQRS. � `•3 �3 (N�).y5S..75 PSL 35 4 4.5 5.2 AS ED N01 W IXI TO DATE (4)(2)-m -ROOF FRAMING PLAN 04/23/07 o 1%LW HOP 1-O DRAVM BY CHECKED BY SB PN 1'-11-O.F.W(E)BM PROJECT NUMBER N CEHNXYL (�RACEV-11'O.F. (E)PUMMI 27806.00 om% V.V. IIHE OF(E)RIDGE BDWD, VLE. DRAINING NUMBER S-1.05 G .D 4. QYPILN) 50 1 Y 24 DqM. Salem, MA - - - - - - - --- - - -- - - -- - - - - - - - ... — - - -- - - -I - 4•GOND. STAB ON OPAOE. � [ 1•colic. STAB ON GRADE. 1 "W-W2.9/W9.9 W.W.F. 4.D New Boston Ventlree.LLC wfilfi' w1.9 W.W.F. RECESSED 94'f1VOY E%KL RECESSED IO FROM IXSTF I STAB EUVVNpN 1 24V/ STRI SUB ElEYA1gN THRY m„, I I NEW B E JIDPI -PE Finegold M, CONCRETE iDN WALL W TO lea" Alexander + Associates Inc Architects and I 1 Preservation Planners — _ ! - - I , — _. ----- — - - - - - - - - - - - - - - -J — as North SALEM. MA 1 2 BLW leets Inc. 0 i B VTTLETON, MA E tray Architects FOUNDATION PLAN SA_EV M SII VENTS AND ENTRY SEARS N I-0 Hancock Associates avwyan DANVERS, MA HW.Moore BOSTON, MA DRAWING TIlE THE "McINT1RE'- 7 FOUNDATION + FIRST FLOOR JNT z T I FRAMING PLANS =+gym" 'A=Ano caro (2)L4 (NOTE/I) 4 1 4 (2) WIBUO d caWNS 8 0 Pao - - _ sruD M. JN IP — — - l4 WNL o, n r LL _ e � 0 NuNAe, Y°ro Wue PSL C L4 J • II° FW fN (2)2.4(NOTE/t) 4 a. I � AS NOTm 04/23p7 n ORAMNBY CNECNFD BY (2)1N (NOTE/i) 4 eG / FASTEN i0 EL WPN BN A W/ 'B 'DH�. P CT NUMBER -- ANCHORS O I4'O.C. RMOB.00 GRAWHG NUMEER FIRST FLOOR FRAMING PLAN ELEV:GRADE N•^ 1'-0• S-1.06 50 2 . 3M.0, 31.01 -- = - — - - PT R L2 u LZ - L1 BWB Salem, MA :2 4 1 1 �T� r III - I � C _ C,. , ¢� + m uu s ps New Boston venhree,LLC POV , ,i, $� �I -. _. 9. L l - II sam S SFinegold - _ - Alexander + X13 - " ' II Associates Inc iRA1eiC (2)w16r30 / I Architects and .Y.'.r1%• - r II s4 o, Preservation Planners BOSTON. MA Ll 1 s — - - swa =ee North iF 11$T)A Plp 230 016" .0 (2)N (INCITE/,) SALEM, I I,IA q I 5101 540 BLW n B, Inc. � LZ - - LIl1lETON, MA O NEWYA'PU MV000 /J 3 !21 2.1 (More/,) sr,o, suenooR QArchitects u o! SALEM, MA s:�1 oHamock Associates SECOND FLOOR FRAMING PLAN BANVERS, MA H.W.Moore BOSTON,MMA ORA1Mrvc nnc e$'x01B'mica BELOW T BEARING IN EXIST OR rvEw PocrcETs, THE "MCINTIRE°- As sNowN TNus 'th• SECOND + REPUCE TIMBER LINTEL THIRD FLOOR 51.m FRAMING PLANS -- — 3n _ _ L2 J LI s a e e _ R r_ c w1 51.01 l R � @RMVV•1 Alunier♦A�oWMkYcm REN90N5 y LI n �� IZ5 rai Pito no ole' � J. ' 1 1 11 L2 --_ "2 NEW'14•MYMOP9 51,01 - suB " SCALE AS MOM DAIS IQ1i8A 51.Ot 04/23/07 so r,i NO 01.FASTEN 2.4'S TO NAM BY CHECKED BY WALL W/%0.8'ABBE ANCHORS O 21'O.C. SB BN THIRD FLOOR FRAMING PLAN PROEXOT NUMBER 21808.00 DRAMNG NUMBER S-1.07 50 D PETER L -- I 1 1 I r , 1 1 1 Fi I '�n Salem MA � I I 1 1 of .. i 1I . . — T a� z New Boston Ventures,LLC I I F _. D.C. I I Finegold C9 I ISI Alexander + za . � � I •I I I I -•- n L z ID Associates Inc — I ` ArcMects and z)z.,-o a =1 a Preservation Flamers oa Ros lorv, MA An �lle8 N0rt — BLWneafs, nc. rgr--- Ilrn ETON, MP Cfay AfCflltectB SPaEM, MP Hancock Associates an"M 0MVERs. MA ROOF FRAMING PLAN (EXISTING) H.W.Moore U05"JL. MA 'IRAMNG n71E THE "MCINTIRE"- ROOF FRAMING PLAN � AW. M RFASION5 SCALE AS NOTED DAIS 0{/]x/07 DRANK BY MEMO BY PROJECT NUMBER 27806.00 ORAMNG NUMBER S-1.08 0 PETER 'Dg Salem. MA New Boston Ventures,LLC Finegold Alexander + Associates Inc s•sue DN cabE Architects and REINP06Cm W/ I Preservation Planners &S W2.9/W2.9 W.W.P. I BOSTON, MA tires North SALEM. MA I BLW BVinws,k. ITRETO - - - - - - - - - - - - - - s,cM ay --- - - - - J tr ecte P EV. MP Hancock Associates FOUNDATION PLAN aurv"M DANVERS. MA 0 KW.Moore BOSTON, MA DRAWING V1 HE CARRIGE HOUSE FOUNDATION PLAN AND DETAIL s'caMPREssreu (2)15 i0P k 9070M CW Gtr�J 12' COMPACIEO mR�.pdo Abu�CA�°e.w tc mos LRIVEL RENSIONS t•I PERP PN; �O°0 fpH OR/M A, 6• 10•• 6' 12•CRUSHED SONE ". SURRWNO B 2 200 p o O O� SCALE AS NO NLS (J)/5 CONDNUq/S r DAIS A9RK � OW/2J/07 .:��I.5 IST BRG. CIPACRY UN0151URBED DRAWN BY CHECKED BY NRNRN.SOIL, OR 95><COMPAChiI PN BN SIRUCiURIt HLL(IfRIfY) PROJECT NUMBER nFOUNDATION WALL SECTION 27606.°° SI09 I. I, 0• DRAWING NUMBER S-1.09 1.9 2 29 3 3.9 4 O PFIN NDrsB 11'-7-1- 1— � _� -- _-- _.-- —_ I. LOCATIONS ��A NOT SCALE CG Iro£NMIS DRAWING. 50 Il TOM os Ic-d - / 19-0 I/I" 3� _ __ - B 19'-4 3/4" 2. REFER TO SHEETS.01OUG AND 02 FOR FOR GENERAL NOTES AND SHEETS 5-5.01 THROUGH 5-5.02 FOR SECTIONS AND DETNlB F4xIA F4x13 J. FOOTINGS ARE TO BE 16" MIN. BELOW STAB. 1-0" (MIN.) BELOW EXTWL CAPACITY CITY A AND BUR ON 2 TSF BEARING CAPACITY SOILS. SOIL CAPACITY AND BEARING CONDITIONSPRIOR ARE TO BE CONSTRUCTION.VERIFIED 9Y PETER A QUALIFIED SOILS PROFESSIONAL SIMS TO LONSTRUCIION. 4. FOUNDATION WALLS MUST BE POURED MONOLRHICAIIY. COLD JOINTS [� 1I SYM1.� U.N.O. I IN FOUNDATION WALLS ARE NOT ACCEPTABLE. Salem, MA 5 SRP FOUNDATION MA WILL BOTTOM AS L IN TI ON DETAIL SHEER AS REWIRED 50 THAT THE BOTTOM OF ALL INTERSECTING AL F. ALL F MATCH W LS MUST EBBDI STEP TOP OF FOUNDATION WALLS. ILL SLABS iON WALLS MUST BE BRACED AT ME TOP BY FLOOR iPAMING OR STABS UNLESS SPECIFICALLY DETAILED OTHERWISE. New Boson Ventures,LLC 2 tl090N, MM s 6. PROVIDE 6"FREE DRAINING COMPACTED GRAVEL UNDER ALL NEW sa 2x BPJ+ I Ix BP3+ P FS SxJ i3 ryJ p+ INTERIOR LY MINIS AND PROVIDE VAPOR RETARDER PER ARCM. SPECS Finegold J (8 NIL POLY MINIMUM) 4y+j T- IN NOT BACKFILL FOUNDATION WALLS UNTIL FIRST EN EL HAS FRAMING IS IN % OR Alexander + O O K[ Associates Inc RA a Architects and sa01 Q> Preservation Planners BOSTON, MA A —- - - - - - - - __—_—_—_—_—_—_ __—_—_—_—_____ hresNorth by BPI - - - — 1 W2 - - - - - - - - - � (- - - - - - - FiQlese I BP, I I I I I I AL. .1 BLW a Ir L-JREFER iO DETArtS DN -"WINDO AND h SHEET 5-5BJ FOR ad Pr6baa01 COACK 8141E JQ I I I I INFO. DE PLATE AND PIER LITTLETON, MA 1 _ I tray Archdecte I TI II SALEM, MA I I I I I IHancod Associates Lffild 91 II I DANVERS MA I I I I H.W.Moore Asaodates,Inc. BCc-np. N/. EXGVMRAWNrl n-E F01.5 - INDICATES FOOT x,B''O.Cx.2F-A STAR i{ sa"D.a Y,. BBOrT... THE 'ALEXANDER'ALEXAN DER 6 CTRD ABOUT TWO SWR STRINGERS FOUNDATION_ J __ � - - - - -r F40 - INDICATES 4'-V xX-O0V SHARED PLAN 44 UP 41 UP — I I I I ICTRD ABOUT TWO SUPPORTED COLUMNS 1`5.Sx3 - INDICATES 5'-6- X-O"x15"SHARED I 1— FOOTING W/I{ O B'O.C. EA WAY, BOT.. OU CTRD ABT TWO SUPPORTED COLUMNS I —/Z 4x4 UP 4.4 UP I I I I C _4x4 UP I 4.4 UP (((���_C��`�QQQ� y� y 1 H CNEN SUB BELOW GG F kv G 04 4x4 POSTS UP, PRONDE S4A.91 I I I TS I I OFZMOLP_B:Sa6 SEMENSIF I I I I 1 ( I I D 1 DETAIL ON 9/5-5.01 1 — AMyny h As:YbM IMM 1L/[pLolk VU L REASONS -4 o JR 4.4 UP J 9-aPl I `4N UP I I 1 I Itt 6 pJ — — — — — — — — — — —7 — — J L — — — — — — — — — J —— — — —— — — — D - - - - - - - — of =3A I ISA1 1 I I ,9:, I I I I I I I I I I I I ,i•-_,—p I I I I I I I DAM I I I I I I I 04/23/07 2 DRAWN BY CHECKED BY JPROXCT NUMBER 27606.00 DRAWMG NUMBER 2 Z 2 2 9-0.01 5-1.01 II-l.al �-0.01 7 S-1.10 FOUNDATION PLAN 7 1 19 2 29 3 3.9 THIS DRA WNc. SD }rr .S 1 PWi NMtS 1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS IN ME FlELD W NOT SCALE —!9-4 J/<' 8 '9'-0 1/2" B 19'-0 1/2" e6 19'-4 3/4" F s2. TEXT DIRECTION INDICATES SPAN DIRECTION U.N.O. \ 24- 1 J. All NEW FLOOR DECKING IS 94-INCH MA SPAN-RATED TONGUE AND GROOVE GLUE AND WAIL CONSTRUCTION PETER 4. ALL EXTERIOR DECK FRAMING IS TO BE NO, 2 PRESSURE TREATED SOUTHERN YELLOW PINE. 5. ALL CONNECDON HARDWARE ASSOCIATED MTM THE DECK I^ FRAMING INCLUDING HANGERS. BOLTS. AND "LS IS TO Salem, MA BE HOT DIPPED GALVMIZED OR STAINLESS STEEL PROVIDE PCR: 5"Ndl. X- GALA. I r - SIMPSON ZMM HANGERS FOR ACO TREATED DECK S1L PIPE, CONC. FILE° FRAMING CONNECTIONS. 6. THE STRUCTURAL STEEL FIUME SUPPORTED THE END OF New Y CE UP, IMP. O INDICATES SPAN Of 2 B S. - THE UPPER DECK MUST BE HOT-DIPPEO GALVANIZED OR BOSS N, Mal Ventures,LLC TREWS SUPPoRT 16" °.C. M.WOWNY 5T5. �I� BOSTON. MA 1 COATED RET ANE TO BO-B)RICH SOLIDS ZINC EPoXY 0 -_ ----_ PROVIDE�"MAIDKIND WITH A URETHANE TOP COAT 4W T. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO Finegold 06� - ---- --- ----------- - - --- -------- ---------------------- fABR1L D°" Alexander + 8. LK - INDIGTE$ LAMINATED VENEER LUMBER 1455BKfIIM4 1155 s M55 8itie • Associates Inc 9. PSL - IMINCATES PARALLEL STRAND LUMBER Ar 8 and m 10. LA/PSL MATERIAL SHALL HAVE A MAXIMUM MOISTURE PreBe"ahon%Nw8 F - I CONTENT OF SR. CONTRACTOR IS RESPONSIBLE FOR x KEEPING ALL MATERIALS ON SITE CLEW AND WRY BOSTON, MA HSS 7.3x16 H55 )xJY)({ HSS WA, HSS )x JIM I I BEFORE. DURING AND AFTER INSTALLATION ,1,,.L� --._ - _ --. __ ____. _.._ _ __-__ -...._-._ _ -_ _- 11. PROVIDE POST CAPS AT ALL WOOD POSTS AND INVERTED ��'M ul ���.../// HSSIOx6x3{y4 C - - - - _ _. - - -- MST CIPS AT ALL TRANSFERS PER OEfAILS CLO$( X OF I 12. SEE DRAWING S-0.1 AND S-0.2 FOR GENERA. NOTES. AND DRAWING SA.EM. MA DECK PERM W '!� W S-5.01 THROUGH S-5.02 FOR FRAMING SECTIONS AND DETAILS SHOP WELDEE ,DBE Y' IJ, OUTSIDE WALLS ME 11,6 AT 16"ON CENTER SND BEARING WALLS RBEIn x MANO O'PQ I BLOCKED AT MIMEIGHT AND SHEA HEO IN 5/8"PLYWOOD, � W REFER TO SHEET S-5.03 FOR INTERIOR SHEAR WALL SCHEDULE $HA(L LII ILL ION, MA T 14, PARTY WALLS ARE 2.4 AT 16"ON CENTER STUD BEN INC WALLS tre ArGrleds V' BLOCKED AT MIDHE1GHi AND ME TO BE METAL STRAPPED IN Y 6 W X-FASHION - SEE DETAIL ON S-5.03 n (3) I 15. ALL (LUSH-FRAMED CONNECTIONS ME TO HAVE STEEL HANGERS. ,IIEM, MA VS AND ALL POST TO BENZ CONNECTIONS SHALL HAVE STEEL POST PG I FL GPS. SUBMIT COMPLETE SCHEDULE OF ALL EANGERS. SELECTED HancockAeeaaateB FOR END REACTIONS INDICATED (2.OK) IN PLAN, FOR RENEW AND r ? T T APPROVAL. IMPROVISED CONNECTIONS ME NOT PERMITTED, AND LWd aro"M REMEDIAL DESIGN WORK TO CORRECT UNAPPROVED DEFICIENT .>ANVFHS. MA W TA 5. 14"TY 560 16" I CONNECTIONS SHALL BE PAID FOR BY THE CONTRACTOR. HW.MOWS Aseacla�es,Inc. 16. PROVIDE POST GPS AT ALL W000 POSTS AND INVERTED POST CAPS AT ALL TRANSFERS PER 4/S-5.02 V W BOSTON, MA ADO A.5% SCUD LILOOR DIHIGN LOADS: PSL BELOW WALL PLATE AT UNBRALE° Go+ LNE LOTUS 40 PSF 1N0 FLOOR DRAWING TITLE ?Yx9N LVL STAIR WALLS ..,o I 60 PSF DECKS LJ DEAD LEADS 15 PSF FLOOR WEIGHT 1 AHE 'ALEXANDER IS PSF PARTITIONSFIRST FLOOR — - SW FRAMING PLAN /1 it FIJI l INDICATES PLYWOOD W OOD SHEATHED SHEAR ALL y'\ 4x4 4 nN - _ MAB ____ u//u 1.x1_ON# i CLL I 294 KING - 4x4 + 4 ON+ JR 2.4 KI 4 KING 31Jx14 LVL 3904 LK - 4x4 pl+ fx4 DN« A,.. , ML➢R _ Nn.ee GJ C I.,- 2x9 2x4 KING '�:j-` .yI W _ r .Ilex -. _ _— _ _ _—_ _DIUIPNI*Y--__ MTJI 15 UP '•.wwoM ae�w..aA.w.N.K xooA i I 16"0. . ON 74'TJI 580 I . . R 3$x14 LVL -. __ --.- + -- REVISIONS 4x4 0"+ P 4x4 011+ WpR� 14- T 8" 2x4 KI w/( ;NH 4 K 4-TJI 56° 1 W/b SWJ SWJ`--- 5WJ 4�1 V W�AYJ A/ D ` Ilk-- _ -- - --_-- _ --_u-.. ----- -- I , hN - y x;EI. D. F DATE NORTH 04/23/07 DRAWN BY CNEq(ED BY PRO.ECT NUMBER --.- 2)61 I -I DRAWING NUMBER FIRST FLOOR FRAMING PLAN l 1 ; 1.9 2 2.9 3 3.9 5 PLN NO= O ...I,- ANO e 1. LOCAST INMEnEin��Do�NOT Dl srNesicaNTMaDRAWVHc. �'-4 311 1 5 '9'-J 112 6 '9" 0 './2" e8 19'-4 3/A' 2. TEAT DIRECRON INDICATES SPAN DIRECTION U.N.O. 1 J. ALL NEW FLOOR DECKING IS ND INCH APA SPAN TONGUE AND GROOv£GLUE AND "L CONSTRUCTION PETER 4. ALL EXTERK)R DECK FRAMING IS TD BE N0, Z YRj-.11 11 FEK PRESSURE TREATED SOUTHERN YELLOW PINE. • +-- - I 5. FRAMING CONNECTION NCLUUDIING FIANGERS..BBOLLTS.A D NAILIKTH S 6 TO Salem, MA ALL TREWS SUPPORT SIMPSON ZMAX IWIGFJtS FOR ADD TREATED DECK . .- = BE HOT DIPPED AAAVERS F OR STARLESS STEEL PROVIDE SHAT BE RENEWED Q COORD PRIOR TO FRAMING CONNECTIONS. PORI T TREWS, FABRIGpON 8. ME STRUCTURAL STEEL FRAME SUPPORTED THE END OF fM TOR i0 SUBMIT ME UPPER DECK MUST BE HOT-DIPPED GALVANIZED OR L FOR MPRWA - New Boston Ventures,LLC TO FABIII GTOM LGATED NOM MEMEC 90-99 HIGH SOLIDS ZINC EPDXY NOSTOrv, MA NADH A UREMANE RSP CGT Finegold IS UP&M. ..O L SUPPORT, J _- J. SUBMIT SWOP ORAWMGS FOR MPROVN PRIOR TO -- - - ---- ---1 --�� �- I - - ABRGKR Alexander + PROVIOE 2'I TUBE SUP RT 7 MIIU-VENEER Associates Inc TUBE STEEL C i0R TO 5 R B. LK - INDICATES WIINATED VENEER LUMBER L DUAL FOR APPROV pBRMJ B. PSL - INDICATES PARALLEL STRING AMBER Pn(n - - - - UE 10. CONTE L MATERIAL SNARL HAVE A MAXIMUM ME FOR Ardwtede and V RN sM PARRN( PARKING PA CEMENT ALL MA CONTRACTOR E RESPONSIBLE FOR P,,'11N fltldl PtBlNlefB IIF f - _H TRY �'A�INJ' n PARK NC � PgR�y(i G PARKIN i KEEPING ALL MATERID A ON SITE CLEAN AND DRY II'.'. .ry MA \,U ... ---- -______ ENVY r�jRT ___---- ----- FN'Rv rNTRp p ENTRY ENTR ENTRY BEFORE. DURING AND AFTER INSTRIARON A ^I( - - - - - ------ - - - 11. PRONNW DE POST CARS AT L 00D POSTS AND INVERTED `St u es�t _ r Po51 CAPS AT Aft TRANSFERS PER OETALS 14'i / 14-TX 56DIA0 I O.C. L Su PL=y. I DUPLE 1Z. SEE SHEETS S-0.1 AND S-0.2 FOR GENERAL NOTES, AIDIBn AND 39X14 i r rye/ UNIT SHEETS S-5.01 ALLS TO 5-5.02 FOR FRAMING SECTIONS AND DETAILS WAWSIMBLW � H 41P12p(MAX), I TYPE 1J. OUTSIDE WALLS ARE 2x8 AT 18" TH CENTER SND BEARING WALLS B' IMP. O STAIR BLOCKED AT MIOHEICM AND SHEATHED IN 9E"PLYWOOD V&=PIM10".1; SQL HEADERS - - - - :nnl lON, MA T R' 11. PARTY EL AT ME I2x4GH AT 16"ON CENTER SND REMIND WALLS yLOCKED AT SEE AND S TO BE META STRAPPED IN -Al�- 5(9B I $�E �_ X-FASNIOR -SEE OETNL D11 5-5.01 Gray AfCtYteCifl ♦ I JR - 15. NL FLUSH-FRAMED CONNECDONS ME TO MIKE SIEEL HANGERS «(3)2.X6 14" TJI 56 16' 14"TJI 560 16'O.C. INE ALL POST TO BEAR CONNECTIONS SFWJ.HMW STEEL POST +I •" • GPS. SUBMIT COMPLETE SCHEDULE OF ALL HANGERS, SELECTED / FOR END REACTIONS INDICATED (2.01C) IN PLAN. FOR RENEW AND Hancock Afl80Clfltes START "1 APPROVAL. IMPRONSEO CONNECTIONS ME NOT PERMITTED. AND 'n 8 PN'G. - - - -- n r REMEDIAL DESIGN WORK TO CORRECT UNAPPROVED DEFICIENT Lend al29BJ00 e. ' CONNECTIONS SHALL BE I OR BY ME CONRMCTOR, UnrvN RS, Ma JR CL J r'gH:1 ' CL STAIR CL � 1 PROVIDE POST GPS B. RA ALL WOOD POSTS AND INVERTED _ _ _-- c e _-_-- P1+'c._ --____-- a cDRR I CORR s __ H.WMooreA880CIateB,lnc. _ I ------ POST CAPS AT AL TRANSFERS PER 4/5-5.02 TS - INDICATES HSS39.30A TUBE STEEL COL.. SUBMIT DETAILS FOR • I � -G. F Q-(J 'Y I I � -. . C _O - APPROVIl PRI OB TO FABRM"1110N '.-':n. Mn _ •PRONOE H D-OOWN PER B/S-5.02 u:' r DUPLE 3AxurusRs Zao J ,'0.-B.-oI DUPLEX M -- ' -- OUT% -- PLOOR D69ICN AAAR: 5N.9x LN 56E D L; ' UNITUNIT I THE ' ALEXAND ERI � LINE LOADS 10 PSF 2ND BOORs B 60 PSF DECKS SECOND FLOOR DFALOADS 15 PSF FLOOR WEIGHT 15 PSF PARTITIONSKIWI- FRAMING PLAN BLk o M1 STAIR 14"TJI 560 0 1D.C. -- 010 IF R RLE 4-4 14'TJI 5 O 16"O.C. J FIBS p ON UP W 1 'TJI 80 16"O.C. pUNITupt % I DU�% tKREMSONS H•9MEAMnr„1�4A�BMWM 8X.0 IS ON 7 39x4 VL �) 4 LA SII 'I i • / • • R YA O >♦ � >• >♦ � yy EN GNiL N G VV 3$ 14 LVL -- GALIN TUBER DECK FRAMING ( ME EMBER DECKFRANkIG Y-6M SEE DETAILS rIJ, 2K SEE OETNLS SLALE 3 3 TYR. o EA. ENO -0.M OF _ u OF G. DECK DAM 4 04/23/07 DRAM BY CNECKED BY PROJECT NUMBER 27606.00 DRAWNG NUMBER SECOND FLOOR FRAMING PLAN - -- S-1.12 9 2 29 3 3.9 4 S � 5 PW Nam FOM 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND _� LOCATIONS RJ THE FIELD. PO NOT SONE THIS ORAMING. FOS I L._ _.-- _ - 19'-4 3/4' 2. ALL DIRECTION INDICATES SPM DIRECTION U.N.O. L 19'-0 I/Y B J. ALL NEW FLOOR DECKING IS'Y4-INCH APA SPUN-RAZED VE TONGUE AND GROOGLUE AND NAIL CONSTRUCTION PETER I 4. ALL EXTERIOR DECK FRAMING IS TO BE NO. 2 SPMA` U N.O. PRESSURE TREATED SOUTHERN YELLOW PINE. S. ALL CONNECTION HARDWARE ASSOCAMD WITH THE DECK -- I FRAMING INCLUDING RANGERS. BOLTS, MID NMLS 5 TO Salem, MA BE NOT DIPPED GAI.VATKZEO OR STAINLESS STEEL PRGADE SIMPSON ZMAX LANCERS FOR ACO TREATED DECK FRAMING CONNECTIONS. B. INE STRUCTURAL STEEL FRAME SUPPORTED THE END OF New Boston Ventures, LLC THE UPPER DECK MUST BE HOT-DIPPED GALVANIZED OR 11510N. Mc COATED WITH TNEMEC 90-97 HIGH SOLIDS ZINC EPDXY TRELLIS BELOW WITH A URETHANE TOP CWT 7. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO Finegold Maus SUPPORT � l � FABRICA110" Alexander + B. LVL - INOXATES LALNNITED VENEER LUMBER ! 9. PSL - INDICATES PARALLEL STRAND LUMBER Associates Inc Architects and 10. LVvm MATERIAL SHALL. WIVE A MAXIMUM MOISTURE PreeervatRm Planners CONTENT OF 5R. CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL MATERIALS ON SITE CLEAN AND DRY BOSTON, MA BEFORE, DURING AND AFTER INSTALLATION '\ - - _ /I/L L, A - - _ _ 11. PRWDE PO POST GPS A CAPS AT ALL WOOD POSTS AND INVERTED 1LM wLy NO(th 19px]J( LN.O M r� - ------_-_--�� TIC----------- - l N T! 12. SEE SHEETS 5-0.1 AND 5-0.2 FOR GENERAL NOTES. AND SALEM, MA 12'O.C. 5 VL 0 `- 1 ] I ' E ❑ SHEETS S-5.01 TO S-5.02 FOR FRAMING SECTIONS AND DETAILS I( S _ I n n < 12 IJ. OlR51DE WALLS ARE Tx8 AT 16'ON CENTER S1U0 BEARING WALL I AND - t DECK AREA " x _ `DECK AREA ( " -- BLOCKED AT MIDNpGM AND SHGiHEO IN 5/8'PLYWIHID �Db IS SMALL -- ------{s_�___vI n h L—-_�,�_____- 0 La7x14 LA 7 14. PANTY WILLS ARE 2x4 AT Ifi'ON CENTER SNO BEARING WALLS Inu ION. MA x14 LVL N A K+ \ I MOCKED AT MI10140 DETAIL ARE TO BE METAL STRAPPED IN Cray Archdects ti* SEE 15. Au. RUSILI-FRAMED 0 ALL POST TO BEAM CONNEECTIONS TO w W STSTESTEEL EL POST SALEM, CAPS. SUBMIT COMPLETE SCHEDULE OF ALL HERS SELECTED FOR END REACTIONS INd MD (2.0K) IN PLA, FOR RMEW MO HarcpCk Associates IMPROVISED CONNECTIONS ME NOT PERMITTED, AND REMEDIALDESIGN WORK TO CORRECT UNAPPROVED DEFICIENT L6T1d Bu1!/0TT _ CONNECTIONS SHILL BE PND FOR BY THE CONTRACTOR. IinNvtNS. InA I I S1, fi 1.1 a fi - C<I FL 16, PRONOE POST CAPS AT ALL WOOD POSTS MO INVERTED H.W.Moore Associates, Inc. / POST CAPS AT ALL TRANSFERS PER 4/S-5.02 LyA — 1 H'TX 560 1 ' I f3F==ja-:N, M. 5 x9 SOLID PSL NEiAD W (4)2x6 ON PLOOR DSSIGN TAAD.9: O O. 2J, TK SIMPSON TYPE ADD 3Sx5N SOLID '.PArvtNL it-E HW 16 (MlY), f P BELOW WALL LIVE LAOS 40 PSF 2ND FLOOR THE 'ALEXANDER TVP. O STAR Qy SPLATETAR AT UNBRACED 60 ESE DECKS HEIMRS STAR WALE IG J DFM LAOS 15 PSF FLOOR WEIGHT THIRD FLOOR —b _—__ _—_—_ _ __ _ _— —_—_ __— `� _ _—_ __ L --_ J 15 PSF PAIDDIONS CB r — .L ._ — o o y — FRAMING PLAN - �.) d 0 14' T _ x _, A I K n 5 1 1 60 0 16'O.L. I _ CANT'L 3 -_ (L•GALVwy MS 6 m II l� I q wt2,zz o - I Vx UU �% a DbP_ DLP_ I DLPLE. v m _ -__ '4x IDL LF IYF� G. END t - _� N y41' _ --�)NI' — - - - OF U. DECK >4• -5 R w �T ... f 8 Q - J I]MRER DECK FRAMING SEI DETAILS •ALV. HSSBx9 —T — !�! CANT'L ✓ -� tW ! - 1 _ I Moor 4 A�Mn..a,r aooe REVISIONS A 16-O.C. IC TX WL 16' a U j 6 —LTIM— ' _ ] II n I/ -- SEE NOTE A' SEE Rg1E ,•� I . •BLOCK soLw ro AAACENT }� FRAMING O 4'-0'O.C. SCALE (WX. SPACING) 1/{'-1'-0' DATE W/2J/0] DRAW BY CHECKED BY PROJECT NUMBER 27608.08 DRAWING HUMBER THIRD FLOOR FRAMING PLAN S-1.13 1.9 2 3 39 5 1. Noma O 1. LO CATIONS 115 TO FIELD, ALL DIMENSIONS AND CN 60- LOCATIONS IN THIS FIELD. DO NOT SCALE THIS DRAWING. '9'-c ./r' _ e 19'-C 1/2" 6 19'-A 3/A' 2. SEE SHEETS 5-0.1 AND 5-0.2 FOR1 RAMNOTES.AND SHEID F SHEETS 5—S.Ot 5-5.03 OR FRAMING SECTIONS 1 I AND DETNlS �1 3. TEXT DIRECTION INDICATES SPAN DIRECTION. PETER D SYAM} {I N.O 4. LN. - INDICATES fAMINAIED VENEER LUMBER. 1 L J�j` 5. PSL - INDICATES PARMLEL STRAND LUMBER. - — I 6. LVL/PSL MATERA. SHALL HAVE A MAXIMUM MOISTURE Salem, MA CONTENT OF 5S. CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL MATERIALS ON SRE CLEW AND DRY BEFORE, DURING AND AFTER INSTALUPON. 2. NEW OUTSIDE WALLS ARE 2X6 AT 16"ON CENTER STUD BEARING New Boston Ventures, LLC Ll l)'.IIJN. MFl WALLS BLOCKED AT MID—HEIGHT AND SHEATHED IN$'PLYWOOD. 8. DASHED (INE IN PUN INDICATES 2X FULL DEPTH Finegold BLOCKING O MID-SPAN U.N.O. 9. PROVIDE POST CMS AT ALL WOOD POSTS AND I NERIED Alexander + POST CML S AT NTRANSFERS, SEE DETNL SHEETS FOR MORE INFO Associates Inc 7 I 10. PROVIDE% IN. MA SPAN RATED ROOF DECKING Architects and 11. ALL FLUSH-FRAWED CONNECTIONS ARE TO HAVE STEEL Prewyabon Planners HANGERS. AND ALL POST TO BEAM CONNECTIONS SHALL UunoN Inn HAVE MEL POST GWS. SUBMIT COMPLETE SCHEDULE - OF ALL IN PLANS, SELECTED FOR END OVAL. IMP INDICATED 1/A -_ _ _ __ ___ --_ _- _ __ _ - - __ --- - _ -- CONNECTKX6 AREOREVIEW AND NOT P MRiFD, AND REMEDIAL DESIGN ROVISEDrUCfurlss North _ ___ _ --- -- -- --- -- - c ___________ _ _____ ____ ___. _ _ . __ ___ __ __ __ __ __ _ __- ___ _- ___ __ -_ _ TO CORRECT UNAPPROVED RECTOR CONNECTIONS _____ - I, SHALL BE PND FOR BY INE CONTPACiDR. EI�MYB OPEN TO DECK ¢ OPEN TO DECK IS IMPSON RR°OD D5 I' DS Iz. POST CARS AT ALL STPANSFSFE PER PEPo 02 INVERTED BLW E B,Inc RANGER TO - C IDE OF POST _ Yd F}!FIp16Cbp1 I ' LO1f RODE DE91CN LOADS (LDP = 1.16): llT1LETON, MA 3 TTRJ LVL KT6 _ I Yn 11?� LVL f}0 I - o1 V,-• - -_ __ _ , (}fl Architects I I 9 SALEM, MA I I VI IV � DUPLEX p ''UP`Lx II DUPLEX DUPLEX hlfl(ICOCa(ABBOCIflteB n l UNIT I UNIT I uN.r g�,q„ N I uNIT I 6 I I T DANVEPS, MA - ----- - ------ - - - ------ �------ - n g g g H.W.Moore Associates,Inc. - i ME I Be Be aE j I ea 4. uv. vo I II cl r GL 11 II - a- II CL CL THE 'ALEXANDER B ------ -- -- - - - - - -- - _ ROOK FRAMING vn - MH IF -7 I II 1 P J a 590. h N h T K 2 ` RIGG M N //// RIDGEB V I N I I a _ 6-AOt l - - LA i I HEADS (1 2X6 ON OR 3. BR $ bx9 SOLID PSL _ D D .8 2N I IC __Po_ __ I WC WIC mnrwla'uuuwl�`�W.ro a6oe _ - �` ------- RENSIpIS T _- 'c II --- -- ------_ -- -- - - SEE NOTE A' 7 SCAIE DATE 01/23/07 DRAWN BY CHECKED BY PRO ECT NUMBER 1dG6NO 2)606.00 R1 - INDICATES 2110 ROOF RAFTERS O 16"O.C. DRAWING NUMBER R2 - INDICATES 2X10 ROOF RAFTERS O 12'O.C. ROOF FRAMING PLAN " _ °" S-1.14 19 2 2.9 3 — 3 9 4 5 !uN xorm 50 1. COM@ACTOR 5 TO YERRY ALL MEHSKMS AAD LOCATIONS NF THE FIELD. DO NOT SCALE Ills DRAWING. 9 _ 112' _ '9'-C '/2 - --_- —�`e _i 2. SEE SHEETS 5-0.1 AND 5-0.2 FOR GENERAL NOTES, AND SHEETS 5-5.01 TO S-5.02 FOR FRAMING SECTIONS AND DETAILS �y J. TEXT DIRECTION INDICATES SPAN DIRECTION. P F T E R SYM4 U.N.O. 4. LVL - INDICATES LAMINATED VENEER LUMBER. 4 4 5. PSL - IND TES PARALLEL STRAND LUMBER. ftem, MA T S. LA/PSL MATERIAL 514M1 HAVE A MAXIMUM MOISTURE CONTENT OF 5X. CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL MATERALS ON SITE CLEAN AND DRY BEFORE. DURING AND AFTER INSTAL ARON. J. NEW OUTSIDE WALLS ME 2x5 AT 16'ON CENTER STUD BEARING Nm AT Vell e8,LLC WALLS BLOCKED AT MID-HVGIff AND SHEATHED IN I%"PLYWOOD.8. MA B. GASHED LINE IN PIAN INDICATES 2. FULL DEPTH Fnegald BLOCKING O MID-SPAN U.N.O. 9. PRONDE PDST GPS AT ALL WDOD POSTS AND INVERTED Alexander + POST UPS AT ALL TRANSFERS. SEE DETAIL SHEETS FOR MORE INFO Associates Inc 7 10. PRONOE RA IN. APA SPAN RATED ROOF DECKING Arc elects and 11. ALL FLUSH-FRAMED CONNECTIONS ARE TO HAVE STEEL Preservation Planners HANGERS. AND ALL POST TO BEAN CONNECRONS SHALL g11g�,A MA HAVE STEEL POST GPS. SUBMIT COMPLETE SCHEDULE OF ALL HANGERS. SELECTED FOR END REACTIONS INDICATED (2.OK) IN PLAN, FDR REVIEW AND APPROVAL. IMPROVISED es Nort CONNECTIONS ARE MOT PERMITTED, AND REIIEDLLL DESIGN l4la.ta ./a1z.14 - ._ --- -- ---- WORK TO CORRECT DALAPPROVED O JCVT CONNECTIONS - - ._ _ - II SMALL BE PAID FOR BY ME CONTRACTOR. ¢ - OPEN i0 OFC,K rve _ ¢ OPEN TO DECK w 'PROVIDE _ a A ,.p �u 12. PROVIDE MST CAPS AT ALL WOOD PoSTS AND INVERTED SIMPSON HUD - - WINGER TO BEST CAPS AT ALL TRANSFERS PER 4/S-5.02 BLW C. SIDE OF PoST I T I I � i I LOW g00F 069TCN IDADB (LO! . 1.16): LITiLE�� J){ 11% LVL Y V{ F T IL- I LIVE LOAD (CODE SNOW) JO PSF i DRIFT tr �� 19 SALLA. MA II II II SII Dw'_Ex II CURLFX DUPLE% HaneockAseodalee II 'u NIvx II nll UNIT II UNIT umn � m _ II_____ __�N"_______ II _ _ _II_______ i_A_', I _ �__ DANVERS. MA y — '1 g g H.W.Moore Associates, Inc. II 'tea Me I ATB a! BOSTON. MA II I I I �-� - -- II„ E9. DRAWNc TI'.E 1,6 THE 'ALEXANDERy — - ROOF FRAMING P � PLAN 4a� RIDGE" M 5 R-a _ 59.99 SOLID PSL II ____ __� _ SII ___ ___ . HEADER /(9)2x5 ON I AWS O EA END, 2U, 2K — -- ® Am~ zoos REVISIONS N b SEE NOTE 'A' ay 7 SCALE DATE OR/2]/0T DRAWN BY CNECILm BY PROJECT NUMBER UGIOD nnoe.00 R1 - INDICATES 2.10 ROOF RAFTERS O 16'O.C. DRAWING NUMBER R2 - INDKATES 2.10 ROOF RAFTERS O 12'O.C. ROOF FRAMING PLAN 9 S-1.14 STRUCTURAL GENERAL NOTES L GIINHRA/. O 1. N1 NOW SIWL COMPLY WITH ME FOLLOWING: [CONCtRUCnaI Jahr 6D'_0• MASS CHSETTS STATE BUILDING CODE WXW EN TO CORNER OR 6f INEFN JOINTS AWS STRUCTURAL WELDING CODE CAUIX AaI/4'JOINT ASL SPECIFICATION FOR THE DESIGN, FABRICATION, ERECTOR OF W/$EALAHIIr ABOVE GRADE STRUCi11RA1 STEEL FOR BUILDINGS 366 41 41 1'-0"NP. STANDARD HOOK A 2, AL FSR STR RAL WORK SHALL BE COORDINATED U ED BETWEEN ALL RELATED EXTERIOR FAC SAME SIZE AND SPACING J60 TRADES. STRUCNRAS DRAWINGS SIMLL DATA USED IN CONJaTED A WITH M HORIZONTAL R INFORCING PETER EEMFIND BY ME CS AND DIMENSIONS Oip i0 BE COIt£C20 AND i 1 R VERIFlED BY THE CONTRACTOR J. LWIRICRIR SHALL FIELD VERIFY ALL EXISTING COMMONS AND �. .. .. DIMENSIONS AND SHALL BE RESPONSIBLE FOR DIMENSIONAL CODRDM IKIN. Ir NOTIFY ME ENGINEER Of 0.ANY AND AL REPANCIES. 4. SUBMIT SHOP DRAWINGS FOR STRUCTURAL STEEL MSCELAIEOUS SME SIZE AND SPACING 2x4 COMPINOUS KEY J60 2-/5 Salem. MA STRUCTURAL PRODUCTS AND FABRICATIONS. WORK SHALL BE DONE FROM HORIZONTAL REINFORCING \\\ APPROVED SUBMITTALS ONLY FINTERIOR FACE NOTE:Al = fl4F DIAMETER OLIF510E CORNER New Boston Ventwe&LLC 9. ALL DETAILS SHALL O CONSIDERED D OR AND APPLICABLE ID All SIMILAR CONDI11pN5 UNLESS OTHERWISE NOTED OF INpICATFO. 6. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING REINFORCING TO MATCH BOTTOM 4'-0•MIN. DI51 Finegold AND GUYING OF THE EXISTING Aro NEW STRucTURE DURING ME WORK,.ND AT CORNERS AT CONSTRUCTION /DINTS AT INTERSECTIONS AT OUTSIDE CORNER AT HALL END & OPENINGS HORIZONTAL WALL REINFORCING TD NExr SIZER FOR TEMPORARY PROMCnW O THE SURRWNMNG EMMOvS. FOUNLVJXW WALL Alexander + 2. ME CONTRACTOR SHAUL C00RMNAT INSPECTIONS OF STRUCTURE N MEET ME REOVIREYENTS OF ME MA5EICHUSEITS STATE BUILDING CODE AND Associates Inc REFERENCED STANDARDS. ME CONTRACTOR SHALL NOT PROCEED WITH PAT ects and WORK THAT OTHERWISE CONCEALS ITEMS SCHEDULED FOR INSPECTION UNTIL .-0. 2_D Aroltmafi INSPECTION HAS BEEN COMPLETED. W IArebefYfltlOn PlflfWlere B ME CONrR.ACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND TYPICAL FOUNDATION TIALL DETAILS b°'I°N. MA METH00S O CONSTRUCTION EMPLOYED ON MIS PROJECT,AND FOR ALL N.iS 4-0•MAN TEMPORARY BRACING, SUPPORT.AND PNOTECTbN OF THE EXISTING (PLAN) o �llee NOTA SRKICNRE CONTRACTOR SHALL BE PREPARED TO RETMM INE SERVOCES OF A MASSACHUSETTS REGISTERED PROFESSIONAL STRUCTURAL ENGINEER AT MS �• OWN EXPENSE IF NECESSARY i0 MAINTAIN SAFE. STABLE CONDITIONS ON ME 12" • 4-U� PROJECT ANY SEWENCES OF WORK OR METHODS INDICATED OR IMPLIED IN THE CONTRACT DOCUMENTS ME PRESENT ONLY AS ASSUMPTIONS ON WHICH THE DESIGN OF ME PERMANENT INSDUBPONS ME BASED AND ID BE MINIMUM SPLICE & DEVELOPMENT LENGTH 2' BW L6-greere,Inc. CONSIDERED AS SUGGESTED OPTIONS FOR RENEW BY ME CONTRACTOR. (USE UNLESS SHOWN LONGER ON ORAWINGS) S, FOLLOWING REVIEW OF EXISTING CONDIBGNS AND ME SCOPE OF WORK, ME (iy . SO 4Wi. Y'c - 4000 PAJ IIT N. MA CONTRACTOR SHALL SUBMIT A WORK SCHEDULE AND KEEP THE ENGINEER ABREAST O ALL PROGRESS AND ME BEGINNING AND COMPLETION OF BCH /J 118 /6 /] /8 /9 /10 /11 o trfl ArcMeote PHASE OR ITEM OF WORN. Y 10. CONTRACTOR ANLL BE SOLELY RESPONSIBLE FOR MAINTAINING ME 5MEIY SPOKE TOP BASS 16' J6• 42• 5T• N' 62" TOO" /YWCI'glLM1.4p! AND STABLBY O ITS STRMLTDRE.ITS OCCUPANTS,AND ALL A ENT LEMGM DINER BUS I4• 26• J2• JB- 49• w- n- ELEVATION OF CONTINUOUS STEPPED WALL FOOTING DEFECTS OR DAMAGE ALL RESULTS O INE WOR R.AND SIMLL coRRECT aNY DEFECTS OR[NMAGE RNi RfSUliS FROM H5 ALMNNs. Mrs Hancock,A ssociatee DEVELOPMENT TOP BARS 14" 28• 32• 39• AIB" fi]' ZZ' G�r,,�.� B. DESIGN LOADS LENGTH DTHER BASS 12• 21' 25° 30" JB' AS' 59' `•" ym FIN. GRACE DRAINERS. MA 1. ME FOLLOWING LOADS ME CONSIDERED: AMID SPLICES IN REGIONS OF MAN. MOMENT IF THIS IS NOT POSSIBLE STAGGER SPLICES SO TIUT NOT . FT MMiDORSS�UNITS- 140 PST PST MORE MM 50%ME WITHIN A REWIRED W FOR REINFOF WILL AND LENGM:OTHERWISE INCREASE SPLICE LENGTHS BY JOS. SEE PAIS AND ND FIG (HAW.Moore ENTRESTAURANT/&R/LOSITY 100 PSF Fu__ SNOW JO PSP. DRIFT TYPICAL MINIMUM REINFORCEMENT MMNM'Flu BOSTON. MA C. TZMEMARY WORONG AND READING. DEVELOPMENT AND SPLICE LENGTH MIRAORM, I. FRONDE MO INSTALL TEMPORARY SNORING DESIGNED N SUPPORT ME TEMPoPANY 6000 SOIL UNMSTURRD DRAWING TITLE STRUCTURAL LOOS OF ME SUPPORTED ITEMS. SUBMIT SHORING PRODUCTS, SOLI CONFIGURAION AND PROCEDURE, i0 ME ENGINEER FOR RECORD AND RENEW. 4'PERFOIMTED WALL PJC PIPE MAIM FILTER SUB COMPACTED 2. SHORING SHALL BE OF ANY MATERIAL THAT IS SUITABLE FOR THE APRICATKN FABRIC SURROUND GRAVEL RLL 6"MIN. CRUSHED TYPICAL TIMBER SHORING SH BE FULLY DRIED AND All END GRAIN SHILL BE SEALED TO PREVENT FLUCTUATIONS IS POSTURE CONTENT. SHORING SPALL BE MADE /5 -SEE PUNS /5 - SEE PLAY STONE AROUND PIPE DETAILS STABLE, STIFF,AND SNUG FITTING SO M NOT TO DEFLECT UNDER LOA. PRE LONG N, WITH FILTER FABRIC SUPPORTED EI£MENIS FOR SNUG FIT ONLY. SNORING SMALL ALOIN DEIIECTKN O o SURROUND AND AD MORE THAN ME CMN SPM LENGTH OMOED BY 600 OR MPgOPRM1E FOR - - /5 N]R. O CORNERS. '! q a.- - 6•YIN. ME MATERUL A • N I SEE PIAN(PRONG MIN ALGF.P.A^ STRUCTURAL Iz 111 b'W LIP SRKF) .p ' 410 PERFORTED WALL PVL 1 BEARING SURFACES O SNORING SNAIL RE RENEWED WITH ENGINEER AND SHALL PIPE RID TO ELEVATIONS SHOWN GENERAL NOTES TO PRaAM FOR PROPER TRANSFER O LINOS i0 SUPPORTING AND SUPPORTED VERT REMF. IN SOLIOLY 6 NIL POLY ON OWMS WON YIN. SLOPE OF ELEMENTS. GROUTED CELLS PROVIDE I /9 TROUTS OUR.AWAL VAPOR BARRIER ,elALVSe 6•PER 10 TRT. 40Y IAP AT ALL IIA�tEFtMUR COURSES /J TIES 0 I6REIRI .0 RLTER FORK i FIX G �1 BM SPLICES(IVP) CORNERS(TMP) (IMF.) 15 4'CRUSHED STONE I'-0• 'O M . BELOW MIS UNE W NOT EXCAVATE TYPICAL CONDITION CORNER 00 ��4CCj UNLESS OTHERWISE NOTED INTERIOR SLAB ON GRADE EXTERIOR FOUNDATION WALL C�� TYPICAL UNDERSLAB FILL AND FOUNDATION DRAIN DETAILS LGFA.RNJ NWW LINTEL BEARING ABOVE MASONRY ROUGH OPENING /J TES O 1%-0* REASONS 6•M) KENO L MKJ SIDE ROD O VDDR REINF. SEE RIMS ADD FULL HEIGHT WINE /J no O 16" /5 VERT 0 END- SEE PAN5 ADJACENT TO LINTEL (PROVKE MIN. 40.0 LM SPLICE) IJ AN SPLICE Y V BARS SAME SIZE AND lENGM SPACING OF INTEFRUPIED WALL REINFORCEMENT Om. 4 -sasJ DOOR OR MDOW JAMB FREE END SCALE AS NOTED 1-/5 THAN FACE OFwimmumINT BUT NOT TYPICAL MASONRY DETAILS LESS RANI RC O INTER. 4 S DATE WALL REINFORCEMENT(IMP. 4 vols) 01/23/07 F1 •SEALANT TO BE USED ONLY AT EXPOSED SUBS FILL JOINTS WITH ••ADD 2-/5 x 4'-0.OPMONAL EARS AT MAW BY CHECKED BY NOOK ALL INTERRUPTED BARS NOOK REINFORCEMENT WHERE BARS NW-SHRINK GROUT AT SVGS TO BE COVERED WITH OLE, CARPETING, ETC EACH CORNER OF DEPRESSIONS> 4•DEEP EN CANNOT EXTEND SPECIFIED LENGTH SB BEYOND OPENING 1/e"ANODE. t/t STAB 1/e'WIDE. I/4 SUB MKKNE55 tis PROJECT NUMBER CON C BRICK SUPPORTS THICKNESS.1./4 WOE SAWCUT. FILL wm+JOINT SEALANT• 27608.00 O J'-0'O.C. EACH WAY ALTER ADJACE1lT SLAB 5 (CNS TO BE MADE WITHIN 24 ROUTS PIACEp. 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CHAIRS FOR E TABLE WWF SUPPORT ,y 1 4n.Roei alsauper I ns�aW Ic ]oce SEE OVER ALL BEAMS 4'-0• 4'-0• Y2 REVISIONS ARCH J.MW n L DEV CLOSURE ARGUE AS I{OI2• _4-O• "i J/4'COYER /4012 TOP fO 'O REWIRED ro SUPPORT ICN FOR .W.M i L'ONST LOAM EE SCHEDULE 1-/5 CONT CHANCED DIRECTION p �O COMPOSITE SE-SLAB OF SPAN Z •D• STEEL DECN FOR SUB THAI. �� CLOSURE SCNEDULE i b G111CF MEN MID OCCURS OVER BEAM 8 LL1X. 11 G F1/NGE. CUT STEEL DECN AS ABURMf:PANEL (OR ENO VP) SCALE t2 W REWIRED AND INSTALL CLOSURE AS NOTIED 2 MAX o cA TYPICAL SCHEMATIC PLAN OF CONNECTIONS PARML PENETRATION,GROOMS WCLos DATE MEMBER PM LEL TO DECK SPAY GREATER THICKNESS OF WELD SIZE S" mu OF STEEL DECK TO SUPPORTING STEEL DETAIL COLUMN EUNDE TL"M TU• (MIN EFFECTNE WELD 04/23/07 + 1/8"- 5) DRAWN BY CHEMED BY (DASHED LINES INDICATE PERMANENT STEEL SUPPO NO MEMBERS) 1/7'OR LESS NLL PEN. WELD JD EN hog OYER 1/2•TO 314-WWY 3/8• PR0. 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MA 5'tEMZKE rr'' 1 AHO V SLS //JI ON CRAOE DDNERETE r� / �Irea Nut S.O.G.eI2•D.C. EJ BLW E s,hc. INSV 6•COMPACTED MIS�—� ` \' k ^ Fl�Msl �• CP.IVEL �� c °a MIS IITnFTON. MA Gray ArcMlecte 01 SIIPoC OI2 D.C.�A - ./ 6UDR6S �BRMF 50.F0. MA (2)f5T" H ancock Associates 1 SECTION SECTION a SECTION G.eva. FOOTING SCHEDULE DAVRS, MA �•- t'-D fB18m UN W PST Au0IIB66 B6A ) �'- i-D 3/A'. I'_0• MARE 5173 REINF. BOT. YHy.W.Moore EA. WAY r'-. IED 11'r2'-6•x1'-6' 3-/1 BOSTON, MA DRAMNG DTLE Is.6 T2"0'-6'.V-6' 4-/5 THE "BRYANT•- IA.o 12'"'-0',N'-o• 5-f5 FOUNDATION rah 124 X4'-8•rr1'-B• 5-/5 DETAILS 10.0 IA•A5'-0•d'-0' 7-/5 K.0 IB•A6'-0•0-0• 8-/6 SNN"f WNL ms 18•Ad' 'A'-O• 8-/6 n.o IB•�r-0•,r-o• ID-/6 �JJ Io•.Io••we TnE GJ 8- 6 Lw .OriA I8"rtB'-0'0'-6' ID-AE ;a cum JOINT /A DOWELS oi6' N'COMPR. ELLER COL ®R+}U Ilu��d•�4rrilr M 30]E W� REMSIDNS 5' k¢ CIX SIABF4 3 "FOOTING a:pb r m2' NRY REINFORCED i wSONBr, Nur cRourEo PIAN OF COLUMN SEMENT KEINE. 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OPENINGS MUST BE AT LEAST 34 OR 2'-O-AWAY FROM ENO SUPPORTS - i'-D- IWtEs ro eE cur Ix n¢D er uEONNKAL LroNmACTDa ET�eer9 1. REINFORCED REOTANGUAR OPENINGS AS DETNIED ABOVE SHALL NOT BE 1�LETON, MA CSPI 1- 12- 1 2- SPACED CLOSER THAN 2 L APART. Gray Architects C9P2 Lf- 9- 9- Ng TLEM. MA Hancock Associates f>tn"M DANNERS, MA RW.Moore BOSON. MA DRAWING TITLE THE 'BRYANT- STEEL SECTIONS + DETAILS -SEE PUN FOR LOCATION WA"9°1tl^1iii°"F~otli1i^`R00° REVISIONS COLUMN SCHEDULE 0-2 D-2.3 D-5.1 F-4.5 E-2 E-J.5 E9-4.3 ES-,.5 E.3-4.5 E.2-7.2 E6-6 B-6.2 C.1-5 E.1-6 COL F-5.2 E-3 E-4 E9-3.2 E.6-4.5 E.3-5.2 E8-7.2 E9-6 E.7-6 REF. E-,.5 E.4- E.,-1. �� 5 �n�X � _ $�y�y++ '^�♦ ^ -. z�♦ v�i3♦ z m.. 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UTTLET(NJ, MA Gray Architects 'A MW A SALEEA M, M Hancock Associates an"n DANV RS, MA HHq�W.Moore 4p 805TON, MA DRAWNG 71 THE 'BRYANT"- STEEL SECTIONS + DETAILS REVSI Ak�udw�A..oe.N.k M�° RENSICNS SCAIE AB NOTED DATE 04/23/07 DRAWN BY ONENED BY SB BN PROJECT NUMBER 22606.00 DRAM G NUMBER S-3.05 ARIUS 2 Rows/ 1f>a ILOCK O 0 2'O.0 FROM DECK PRc,l AUO'L mcl AND BmfK RWIy 10 MOCKING. BLOCKING EQUIVALENT AS READ ro PROTT lD JgSIS EOUNAIFN!NMLRA FOR HTI22 LIES 0BL mDDK1NKi iy1 STANNESS SREL NIGH. .KONJSrs n SMI [«STEELIN INCH. {LOOK BLTS DRILLm 8 SEr IN E W m1S ORKlm k SET IN EXIST, SK 0-�• Jd515 A 124 HOC. BRICK W/HILTI HY20 O TJM. BPoCN W/HILB SORE AOMKS. SHIM EDGE OF Jg6r O A'OC. W/SCREiR NBES. W/SCREEN MKS. J J TIGHTLY TO BRICK W/ I P1{-.�lT IL,�'R SOUO P/1 arxoo0 k WOOD RIDDM'TO MATCH J06TS DEPTH Ell JDn,B Salem, MA i1TF THREADED ROD AVCH. Boris 012'DRILLED k SET $IYP$4Y1 RR u' SIMPSON YRT 22' 10•INTO EKIST.. BRICK WALL IEHEroN TIE O AB'O.C. TE 0 W/HILR W20 ADHESVE k TroENS�I'�� O.C. SCREEN TUBES IN COUNTERSUNK 10' 10' HQ�/BOBtgll yCY1�1Nea,I.LC � HOLES IN WOOO. CONE UNE OF BOSTON. MA JOISTS AT SECTY(RJ SIM,RAW ma-DEPTH m°`"ING Finegold ,2'W 12'MW. Alexander + Associates Inc oe. Architects and s-1.o2 SECTION 22.E mcKG u.s�� EK15. JOISn PresFlamers S-1.03 ((SECT. I BEYOND) BOSTON.N, MA MA i-o EASE. Structures North « WML wyE�i,' ',A FM M< BLW Engineera Inc. PLAN PLAN Thi EOTD°H MA I Gray ArcMecta (SECT. I BEYOND) IK E-,.02 SECTION SECTION SALEM, MA D• s-,m Hancock AssociatesS-,.03 5-1.01 (PIRAIIFL MST i0 OUTSIDE WALL 1'- 1-0' OunuIROICU.W NRoI ro REINFORCEMENT(SEISNK) 5-1.01 OUTSME WALL REINFOFCMENT(SEISMM) a�w pANVERS. MA HAW.Moore BOSTON,+MA DRATMHG DiIE THE 'BRYANT'- WOOD SECTIONS + DETAILS cFF Of#YpcM Ab.ertler.Pwb. M1c PX PARTITION B WY (E) RENSIONS WALL PAX IWIGW (E) ISMS BFAY (N)Y.'PLYWOOD SUBFLOOR ON ASR OWER'PLYMOOD (N)'�'PLYIYDOD - - OVER(E)2'PlAM(S OYER(N) OR(E) re(UC SCREWS a 11•Np-Ag• PROVIDE CLIP AVGIE (N) W,2 2'PLANKS FR(MI TOP FIANCE OF —�1sf BEIM IAGGm TO JOIST SIYPSQV MTT22' M16,0x TE 0 N' 0.0. TO Cl. RAFTERS 1 1 1 1 _ 1 1 (E)FlDpp TO WA (N) W12 (x 2"10 FRAMONG (�OR(N) APARW L O WNL As NOTm 10'FRAMING PAD Al W/ (N)OR(E) �J 96•STAVAESS STEEL ANCH. DATE SIMP50F1 LU1IO COM NAILER AND FRAIOIG Burrs OFklm k Ag1E9VE- NEW LJ&1 TRUSS OW EQUAL BAD WEBS W/ SIMPSON U610 FASTEN W (N) a� OW/23/0] CONT. "LER AND HANGER OR EOUAL /2 ROWS OW W10 SET]'INTO ERSE BFICKWOFK ONLY) (SECT 8 FASTEN W/2 ROWS N'0 MRU-BOLTS W/HILR HY2O ADHESNF ONLY) DRAWN BY CHECKm RY )j'1 mRU-80Ln 0'O.C. SB wN 0 ,6'O.C. PROJECT NUMBER 27606.00 DRAWING NUMBER SECTION SECTION SECTION — 7 e SECTION s-L02 1 1-0 s-;.a.2i Y = I_0' s fQ r'= f-D' �� E-601 s-1.05 I"- r-o S-3.06 (x)ze BLOCKING J O STWN RAFTERS, M. L&3A S ON.-smCs UIST.RIDGE (N) SNpSON 159 TW6i BCWIO Ems-----------11 (E)RAFTER STRAPS AT EVERY JR0 CONT SHAPED RAFTER. TYP, NMLER I I 32"OUTSIDE / RAFTERS I WINI PETER I I 11 I� (H) AT EV 759 RD sIRAP AT EVERY 3RD I I RAFTEn I I � Salem, MQ COM, SHAPED NAILER FASTENED (rn eu.a COL. TO TOP OF LA BEAN. TOENAIL I I �J (E)RAFTER TO"LER W/MN. '° I _ (z)-Iza NAILS (N)LVL DROP I / I New Boston Ventures,LLC RIDGE BN, OOSTUN. MA G'OIE: SR. COL., SEE PLAN SEE PUN _ _________ (N)La MCN WELLED STUDS FOR COUPG5IE K'R KEEPER BOLT e i �i Finegold '�' FORUM, -SFE PLAN CONSTRUCTION NOT SHOWN HERE I I Np-OEPM Of LN BY FOR CLARITY OF CONNECTION Alexander CUSTOM M SHAPED SADDLE I I m v"STOLE DANT j I + REM FROM T5' E 0'-B'STEN I I Tf'a SM TO 9:CTJOx 1/$-J.w / (7, A) BEAM BEARING LENCM FASTEN I I Associates Inc / I t.�JFOF N TO LA BMW DE 9"0 KEEPER K i // I ArohMeot8 and BALM AT D OLD OF MWD I I I I / BEAM. PAD OM 90'5 OF LA To x55 JK.JKAIe / I IJreBefVfltI0I1 Planners I I Flt SADDLE AS REO'0 W/PLYWOOD uosTON. MA ____ T{ _____ BASE 2 SEE SCHmuL / 1 LaKAI K`vK (Il➢J III Hs5 Ca.. SEE PLAN I ' I Ww" North III 571 CUCEILINGOLwPPORTS jF / CONC. SLAB OYSTL BASE C, SEE PLANMR, occo PLAN FFOR0SEEI/ SEE SCMWLF BLW�I7eefs, TIC. ORIENTATION rr I I SR. BCW I , I SEE PUN // I II'TIFTON, MA �E LA PUFUN a SIL ca. I i I Gray Architects I I TH ATL A-SEES A eLEM, A /!PLYMVOD. M I DO UFJY e 1 SECTION z S� ECTION3 SECTION '/% i s1 °5'-M ALL IGM Associates 51.05 61.0.5 ' DANKRS MA 1K i- amm o I 1-O tK'- 1-0 H.W.Moore Roar M. dOSiCN, M4 DBADNG TnE (E)RATTER Gov U+S+K I I (N)SR CHANNEL RELIEVING C ALL A-SIDES I THE 'BRYANT'- SR. s 'U' I W SEE PLM' I ROOF FROM%"f 9M To EAm.Wo SECTIONS + SELMkI I/s-3,07 SHAPED v PLIEM CNNarEt IK"I ONOR LA NEW m Wf8 M(E) DUALS AILS 'N RIDGE BM., 1 CHAAMEI, SEE PLAY pMLJN (E 10 I ,I PuauN I' ___________ 'I 4,FALL DfTENE OEPlN 1 CENTERED ON COL I K'I LEG BCREW / m K'I KEEPER 0 �' � �'I BaTs Ai 0•-B• 11 O COL CM O / WD-OFPIN Of LMJI+IE CUPQW/ \ O.C.STAGGERED UP �J \� \/ 9'6 KEEPER Bar a DOWH. m. EMOE � I I o \ 77E 1z'_ 7Y 7K• / MRouGH sn cwNxEL LENGf)I a cEaxxa o o JRn Ftao.R J e IXlsr vuRLN oME; Y10-OEPiN OF PURLIN $TRY I I O O EAST IIOCD (x)WGOD G (A)-3:Y w1.n HAS Roos (z)fv Bars SLOG a coLUMN I I = — °— �, (NNf':A•sur[, a Ca uP e I �'GDL CAR[. EMBED MIN. 675'WTO ENISI - (£xGM i0 MATCH m CIONITE/STONE USING MLD W.pM a CHANNEL W10M TO MATCH / I o I 0 0 HR W150 AOHESNE SYSTEM. PLUSMOTII CHANNEL (A)�'I MILD HAS RODS PLUS E%IST PURLIN I 1 INApAC AWwtlxaAsyW 5c vn5 4'SIR. ME FASTENED EMBED AN Oi'INTO IX15T I PLUS E>n5f. PURUN ________ ___ _ _ I I ° _1° ° REN90N5 IXISTONE W LLL TO EMO. GRANDE/STONE GRWBE/STa1E U9NO MILD 9)iFFEHER[-4" I pi FIN 1.CH EES I / i _ HR HY150 AMESNE SY6TM. FULL PER WELD I I ROOF DRUGS BEICA0. WALL W/ADNEshE ANCHOR m COL. SEE PIAN I ANGLE FRAME TO I I/ I SEE PLAN AND DETAIL BOL[WHERE FACE OF RW GIVAITE SBEHIND END STTONjE W I SIT. GRANDE STEEL DEWS. TP. I 1 I C.o e E OR S-J.OB /STONE Is NOT sYourN. VERlKIL NOTCH N Cull I I WALL TO ACCEPT CHIMNEY JRO FLOOR WEST I _- _ SUPPORT FRAME UT / Nal-SHRINK AFTER STRUCTURAL ON GROUT AL FRAMING INSPECT KIN COL MC1 JF50. 10'-0'LONG CENTERED ON DED%'. PROAO S A DEPTH ROME E0. II 110M, i5'STIFFENERS Al.GIIED As NO1FD II MM KBS OF BEAMS BEIOW. FASTEN i0 BEMIS BELOW WRH DATE Ij (2)-1Y BOLDS PER BEW CN 01/2]/0] i1.ANGE TACE FASTEN ENDS OF TO CMU WAI4 S��T��� JSECTION B SLLL//TN DRAWN BY ED CHECKED BY SLW 1 1_O 510.! iK. t. 0. 51.05 1K" 1•-0• a INTO SWDOGROUTED RS DCMU CELLS BN USING HND HIT 41150 AAHESNE PROJECT NUMBER SYSRII 27806.00 BFi1Y BEARING pIME DRAWING NUMBER PERPENDICULAR BEAT I ON CMU WALL SEE UNDER CHIMNEY, FAR PIAN SIX OF BEAM s-I.01 7 SECTION 6 S-3.07 SNORE Q BEHOVE(E)BRICK VENT WALL ANO MSTALL (N):1SxC PSL PURLIN W/ FROM STUD WALL UP O SIYPSON POsi CAP CONN. i0 STErp{PSL POST$Ai 4=° PPONDE TROY(E)SRL B11 STEEL PLATES IXI BO)H SIDES OF POSTS IINT BOL](REIIWABLE) t0 Sims OA _ NOHTOR SUPPORT BEANS. SHEATH OUTSIDE (N)(z)1x1 WNL TOP FACE OF POST A BEAM 55TEN W/ iq,tiE FASTENED ro (E)SILL BEAM BETWEEN PLYWOOD SHEATHING 1_, (E)cuPou PO5T5 (E) DENT RAFTER LAG G SLREAS O 12'O.C. W/(N)SINPSON TwiST (E)8x10 PURLIN PETER STRAP CONN. TO (N)PURLIN (NJ>b•WALL SNEYHING, (E)HOOD- CONI UP TO CUPAA °°" RODS °°` i Salem, MA (E)RAFTER I I (N)2x4 SND WALL (N) BW/4 LN.MONITOR (BALLOON FRAME) _____ NOSIW MA NeW a08t0(1�l'.EItUeB,I.LC S$UPPORT BEAMS AT 4'-O'i O.C.. (N) TROT ROOF PURLIN, SEE DST. CUPOLA (E) OUTER/APRON OETML 1/S-].0] ROOF STUD WNL BMG. I SECTION ON(E)Roa< Finegold - x - 1 Alexander + 6/5-I.OR II Associates Inc (E 4.4 CUPOLA POST, Architects and SHEATH INTERIOR FACE OF . 8 LOC. FASTEN TO - I - - - Preservation Planners CUPOLA WALLS WITH NEW Na CUPOLA SUPPORT BEAMS (N) CIO BOSTON, MA x.PLIYAODD WTTN SIMPSON PHO HOLDOWNS L5x5a{CIDP B.S. OF THROUGH NEW m BENZ FLANGES (N)MC12 PURLIN. FASTEN W/(J) Structures e0 North TOP OF NEW LURMA pp �'I MRU_B M FLOOR FRYING {® (N)LYL HIGH PURLIN AT (N)TRPEN CUL wHLN J05T5 - IIF[--I��rpy{ WJN/CENTER ROOF BEYOND .VtE NgCULl4 l0 WNL OR O MA MA NEI coNN. O BEYOND �') �OCNiNC BR"''1g5�" (N)smwRSEN 1 PLAN DETAIL SUPPORT 9FAM5 s 12'O.C. WHEN JOIST M(W15. IVP. (E) MALfEY BEAM W/ I PARALLEL i0 WNi 1M 1-0 BL�B, Inc. NEW CONNECDON TO (E)RIDGE BOARD `��� (N) LEDGER (E)RIDGE NEW CUPOLA SUPPORT BEAMS _ I �1` ARD LiIiW, MA (N)DROP RIDGE BEAM W/ _ n c�_ _- ' (E)MAIN/CENTER ` CONN. TO CUPOLA Gray Ndptecle ROOF BEYOND — --_ - SUPPORT BEAM \`�`\ — 2x I0 SWO 4x10 (6p"TOE- BLQL^'MIG ENAILS PER ND )BRK. $AtEM. MA s 4' �'� swvsDN Pros HwuowN Hancock As8oaates CUPO(A 4 POST W BEYOND (� FRONT DANVERS. MA BEAN. I I H.W.Moore (N)CUPOLA SUPPORT f - - ((N)) / FJ�/IIRW COIUWI. SEE PAN OR SIMPSON J BOSTON. MA ANCHOR WELDED fro N, I SEE.IPLANRQTR, _. I I� rn M. 1 EAST J RAFTERS ROD s' � DRAMNc nnE Ra (sy6's xs' —————— — — — /— — — — — — - DRILL A ADHESIME-SET 1AC scREws THE 'BRYAN-F- (N DROP r INTO EXIST.. GRANITE ROOF (2)2x4 SILL PLATE FASTENEII TO(N)rn SECTIONS + -- -- -- -- __ BM. W/%-0;ANCHOR / ° ° ° DETAILS MODS O 24'O.C. WX. 4 2 4 ♦ 2- SUPPORT • N (N)Sn CUPOLA J �� ��SSEE�CTT�f�oNN f W W/4:x4' BE PIAN M, �� IT 5101 CUA END RM s-1.02 I SECTION rMCUPOLA SECTION 5J 10 M'"' ° SP. W 4'-0"AM, 9 O.C.ALONG CABLE s-IOL I I IN . 1-0 !' MIgN AlurMs;nrxalr tc Mx HENSIONS aw.. IOAIOS CHORD f){'x10110'CONNECTED EXIST 10x103 CHORD EXIST. INTO (4 TRUSS BENT W/ TRUSS CHORDS W/a•d6'LIG SLRS (1 of s) 1"r w/EEYELED WASHERS L8x4xB NEW:}'I TENSKKI ROD .N, THRO-RODS FA SIDE OF EA SIDE OF 1RU55P TRy J'.Ly 119,109 PAIRED W01 THRU-RODS � H (I OA B)b•I CHORD AS SHOWN-USE ALL LOC'S ALA, I O gA5iF11ETERMLL� FOR THRU BOLTS L J AT DET,® HALF Ai DET. a t F.P. F.P. O ° O M: s' ° As ALD m e o nN CHORD o e o o (0 0 CHORD DY•3 n � � CHORp I CHORD DAZE --------- --------- ------°--° 1 Me• G' LJ 81,4 (I OF 2)B X•x]1]' lJ 8x1 LIR CHORD REPLACE ROTTEN TCLiH HROUG a EA.O lb Ll 8x4 °RPI BY CHECKED BY •f Al(6W7 M25 THR. AT GET.®TO CHORD END AT DET.(ED EXIST. TENS. RODS 1NRU NEW LJB+IS FM SIDE AND ANCHOR 200 t MST TIMBER CHORD LEVEL CONDN DUsS f%,W/>i"t BOLTED TO CMU PRO;[CT NUMBER TACK-WELDED FILLER 2]806.00 1'r Ipl$ION ROD fr TO MEET RIP CHORD, DRAWNG NUMBER EA SIDE OF TRUSS A DETAIL B DETAIL C D DETAIL E DETAIL S-3.08 Roos w/TLR�uLMLBs 50 B 06 C PETER D JRD n. LAST EL`Y. 582. Salem, MA ,R� q MA•y L J BN•Vj SISTERS - V.EV SJ E. REV. 55.65 --TS-- >-----_- --- ---TT- AOD'L BONG WIYXSDi�AV1E1'B BEAM LOC'NB IW/ f6' u ENd, New N. MOf Ventures LLC NEW 6•CMU Wu LINTEL SCHEDULE DOiTON. MA ELE2NO R Es. - - --'' RR Y GPOU FD) � '�„` Finegold EL£V 16.26 UP TO T-0' L J +J FS 16 _ l-1 L I'-6 L I xl v3 16 .'�D Alexander + 10 6'-0 L 3 am.5115 3 LED VEnT — E.EV. n.65 - -T---S---T- 6-1 To8-0 L6YJ$+S IB 8 LEG VERT) Associates Inc WBl36 L•REIS --- RESTORE/REFOINT BOTH W/ 16•BRG iiT SIMS w Exlsr. sravE a ENo JV LIMEL MIS-102 NOTWS: Architects and 1. PRO"DE LINTELS OVER ALL OPENINGS EXCEPT FOR r0 REIWNN W/ BRG. FA WHERE RBNFORECED BLOCKS LINTELS ARE PROVIDED. Presmabon flamers END, 2. PROVIDE ONE ANGLE FOR EACH 4'OF WALL BOSTON. MA ST FLOOR \ THICKNESS. FOR 6'WALLS PROVME TEE OR FIEV 31.26---� -- BUILT-UP SECTION WOH PROPERTIES EOUAL ELEVATION B—B OF TRUSSES (")Wi1 "�' 11' +W'� ro OR GREATER 1I, 1N• CXNMES ANGLE �e6 North PO OR GRE FOR!' IN TWLENEss. I (FULLY GROIRED) J. ALL UNTELS s BE GALVANIZED. T—I & T-2 LOOKING NORTH r Y"RDU �"" LoBYUPR�i MAY ECEBOITOILED IIIrH I rr SALEM. MA 1 O TOOTH NEW CMU INCREASE VERT LEG HEIGHT BY 541E AE EOUNT K G� yEV(L._� -_ N N"IALL IGONG Sf. 8. RECESS CONCEALEOEDED ERE CLMEEDS IWOOSWWCCUT REGLER I�B' ' ELEV, 21,26 IN EXTERIOR GRANITE OPENINGS. UTTLETON. MA (E)GRANITE WALL 8-/BvlB'DWLS ORILLED O GARNER LEVEL k AO"Esvr so 10•INTO Or(l ey Ardiede EXriT EONS. EA ENN OF GRADE EYI SALEM. MA ELEVATION A—A OF SHEAR hQs SHDw WALL=VIAL CONSTR. BE HBIICock Aesodetee CN�APLER to cP PK MASS CD"HusERS �W WALL ON 6—LINE LOOKING WEST STATE BUILDING COOS. DANVERS.MA HW.Moore Main BOSTON, MA f— GROWING TITLE THE "BRYANT"- ELEVATION DETAILS RENIA•u'YW Ic'p.N -- - REVISIONSS Al MAY 9l1 1!N[: ELEv 55.65' • �-_• I SECOND I COR AT NORTF 'MNG `. • �ELEVND P65 W AT MAN D N EYEP"dD.3n.�_—_ L. _L-� _-.7 - - - _ ..- - -• SCALE • • • • • AS NOTED • DATE 5 �qpq • • • t m n I • 01/23/07 FiR.'F FV. J1.)6•� -. -- L(_7WWT; __— ( - r _ - _—_;_ -�ELEG 3L25� DRQ BY CHE BED BY P7MO NUMBER • 2]806.00 DRAINING NUMBER SEESCHEDULE TOP NM NEW SELINTELS AT NEW OPENINGS, GS, bP. WEST ELEVATION CINTEC ANCHOR PLACEMENT P R DET.TION is �IN Ec AN HOR S-3.09 O OF%'LINTEL ANCHOR PER PER SECTM]H IA/5-3.02 i 50 PETER BLE i3 B OB GR — Salem, MA _ TO RA-BET ANCHORS �, BEE -SIFT 09 FOR 10 RAPIERS _ -- TO RAFTERS ANC/IORS - -- - 10 RN'TERB T - . _ New Boston Venires,LLC _ _���� -�T-1 LTTTT�SSTT��T-�L flO510N, MA J�3 Finegold aaaaaaaaNaaa AlexanderAssociates Inc -- �_ e N a e n a a a a n a e - - -• • o • n� --- pTE3AT 5i vnNG THIRD iIODR AT MA.Iu dH..DNG 0-- _ - _ �'^2 0._8erya a___-- � 1 1 lA 11144110MU11 REIX11,Fl m E.EV 55.6 - _._s__ _ --- -- eserva a - ' • -- ♦ BOSTON, MA • _• e8 Nath AT FAST WNC • ICE_-�S • • ♦ • � • ♦ � • _ V SASE V. U<. BLW _ �C- leaf&Inc. C..I V. ❑.fi5' -1 • • I �� - I • • .f • • • ♦ B LITRETON. MA ❑❑ tray Archiects T� 00 • • LLQ.. r L W7111771=" _ I I Hancock Aeeocietee • DANW.RSNUFRs, MA — . iGARpEN LEkES H.W.Moore SEE❑NRL SdQDUEf --- - -- QA AT NEW pM S.SEEn M. 5� AT NEW OPEMNGB. M. 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IS IXI L”PIJRUN TS HOLD—DOWN ® CANT'L SECTION THRU RIDGE s S� ECTION �TYP. SECTION THRU EAVE SECTION AT STEEL WALL GIRT �BM BACK—SPAN _ S-5.02 Ll _ ,•-0' L11.1 IF- L_DL_D. LA Ll 52 SHEAR WALL SCHEDULE 50 MARtK PLYIIVOD OUTSIDE PL�ASIDE NAIL w EDGE NVCG SIMPSON HOLD ON SIMPSON WILD ON —— III B4CE I I/NETA LAY. 2 INSIDE EW OUTSIDE END "M,7 EMILIO SWI 2 LAY. 9. 2 LAY. 9' 4-12 4- M204 M& PETER S1112 2 LRY. N' SI 6' HUSA M&I SIIJ 1' 9' 3' NDIOA MIN Salem, MA 2w"YER NAILING 70 BE 1w New Boston Venkrea,LLC NITSTOB, A Finegold SIMPSON FASTENINGIANCHORI Alexander + MIN. CHORD SCHEDULE Associates Inc How MOL MET ID Architects and DOW CHORD �K. ��T NOTES EMBMED ANCHI ROLE SEE PLAN Presmation flamers HC20 111 (4) 1$ tg* LIABLE ANI BOSTON, A IN FWI No�� SIDEE OF Pb PRAM as North WIM 4X6 (4)%*0 36'ssni:Is EUBED ANI FOR ANCHOR DIANE N F001ING w B'L A MBA 4.6 ssms —IN EI SALE.. A "Vneers,1nC. LI�LETOI M� Gray Architects ————————— — SA�EIJ, MA Hancock Associates OANIERS, MA W Moore 4�4 H NOBE. 2 POSTS SHARE DOMINION IX* I sAsEE BOSTON. MA T Ilr Alf All'i CRANING T7-E "2WO CUP. 4X4 A BOLM t4�4 L r MILES BOB(4)Y-� THE -ALEXANDER' "Ar READ SS 70� IN WENDED PSE (6)JVO 11AT READ SS BOLTS SECTIONS AND A HA. IN THREADED INSERTS DETAILS 12* — BPI PLAN BP3 PLAN BP4 PLAN (SNOW ON FWNBAmm CORNER) -d3- fi-GII. COIL SCRAP "5 BRIC)m (SIMPSON CMST16) 2-X PER LVIEL '. 04 TIES 012' NI 2 POSTS 13 nES 0) SHARE COMMON BASE IF (2))4"C-IP.' 6j J!j ANCHOR 4'�L 7'-�4'; BP3 PIER P4 PIER Vt REVISIONS Li BP2 PLAN 6-0 % 14 TIES 012-D.C. T KY110000 SHEAVIED MUL W/w MINES 4, SCALE a*OC MANI INAW DAM P2 PIER 04/23/07 MASONRY WAL DRAW 0 DIU PROJECT NUMBER DRAWNG NUMBER L i CURB rf'�METAL STRAP BRACING ELEVATION X*- S-1.12 S-1.13 SHEAR WALL SCHEDULE 50 MARX PLYWOOD OUgx PLIWOOD INSIDE BE EDGE NNLG U EDGE NAL'G SIMPSQV IKKD BN 5IMPSON HOU)D Ma. CHORD MIN, CHORD FACE FACE UY. 1 NET• LA 2 INLDE END OUISIBE END INSIDE 0U 01C SwI 2 LAY. x• ]IAY. x .•/2- : H02M HM 6x6 4.6 PETER SWF 2 LAY. x- — 6%J' 8• NOW NOM 4x6 44 5W3 x• x• l• l- WIN HDIM 44 44 Salem, MA •- zP6 urER Naafi m� los New Boston Ventures,LLC 11051(IN, MA Finegold SIMPSON FASTENING/ANCHOR/ Alexander + MIN. CHORD SCHEDULE Associates Inc HOLDMIN, BOLT M ANCHOR ArdMect1B,�and DOWN CHORD VERT. WT NOTES EMBEDED ANCHOR PreservatNNl Planners BOLT, SEE PW! Ron 6x6 (4) 1-0Ix• EMBED WNW HO',1oN, MA IN FOOnw NUTS u SDE OF %ATE APPROPRIATE �e8 North MIN (4)r;-6 551828 EUNE ZHOR FOR ANCHOR DAM. Will 44 (J)S61/ ?j•$5}826 EMBED ANCHOR LMA H x-x66• BW k1L. MKal PU E I II—J mw• l LIiA. Gray hi ey Architects SAI£M, MA Hal ewYeraEW Associates -- DANvaRs, MA _– � –_ I 1`�.�x• H.W.Moore NYDTE:z rosesMw' e - – -- -- x z � x•,o•.B•e tx• x aeARE DneYaY Z. BOS A O04 tES FOR(4)Y4'0_ ILN ILJI LUJ (2JYi'A CAP. Y1 FIAT HEAD SS WIS ^� THE °ALEXANDER 'WCC Bi IN THREADED INSERTS HOIfS FOR(6)'Y� Tq I� DSL MT HEAD 55 BOLTS SECTIONS AND u - ' L 2- IN THREADED INSERTS DETAILS 4 BPI PLAN BP3 PLAN BP4 PLAN (SHOWN ON Fow wN coRHER) AB 4-15 VERT. 8-r5 VERT. J' :m (IMPS N cm � &PACING (SAIPSOH CMSTCIB) V S �T JI 2-X PER I L L1] •� ' IIA SHANE CawaN /4 RES e12• NOTE:2 Posrs N BE eIr I_ ��yy���,((``''''�1..�aj� BASE e 6-0 E3 -1: —k -- - ANCHOR C.LP., ^ -. _Lj `�a"s"� IxII 4- '- `- I,x' BP3 PIER P4 PIER `.I ' M1'-6--X ew.Rde a..w.aAmr�MYM BP2 PLAN REMsoNs r A.. CJI ---- N � /4 TIES etz•G.C. 7 1 L II I7A x •AP.A PLrxooO sHUTHm .Y-1'- •—>( �'' wAII w/Ba Nuts 1 �E l�'�•,-� ,,,.. _„m e•aO uE ED"i N M Z. P2 PIER . MINI �.— � o e-o.c. a rctfl a `I'� - ��.�. _ a/zJ/m I,! E. DRAWN EI CHEORED BY lo I V 111y�fY r',p(p�r1F,�y, (I1^p�tS MASONRY WAL KR CT NUMBER .— _ _ \. .' __ _ .. • 2]606.00 I DRAMING NUMBER nMETAL STRAP BRACING ELEVATION s-x xe T'-O- EXTERIOR-F:XYOSED POST BASE' DETAIL S-5.03 rY'-�'b !ra eopi a eaM xml -.1 FIRE PROTECTION GENERAL NOTES O ® WEl$Y$I[Y AWiY VµvE I. ALL FIRE PgO1ECIgN SYSLEkS 5141E BE SEISMICALLY BRACED ACCpfgNG ® i0 ME APgIGBIE SECTIONS OF ME MASSACHUSETTS STATE BUILDING CODE LATEST EDITION AND D DRYWE SYSTEM VALVE NEPA 3 LATEST IONSYSO EDITION. WE SYSTEM SPRINKLER PIPING ABOVE GROUND 2 BBYYLA SPRINKLER PROTECTION LITEMS CENSED W CK E1flING SUINT THE STATE INSTALLED AND TESTED 1 =F= NEW FIRE PROTECTION SERVICE PIPING UNDERGROUND IN THE DESIGN, INSTALLATION AND TESTING OF STANDARD AND RESIDENTIAL SPRINKLER SYSTEMS. .l. ALL WORK PERFORMED SHALL CONFORM i0 THE APPLICABLE SECTIONS Of THE MASSACHUSETTS EIRE SAFETY CODE PETER� � -DR- DRY SYSTEM SPRINKLER PIPING ABOY£ GROUND ME MASSALNUSE ES STATE BUILDING CODE AND NFPA-13 NpPp-I3R AMD NFPA 24 LATEST ADGER ED EDI OW AS WELL AS ALL RALES AND REGULATIONS O ME AUTHORM HANNG JURISMRION. -FD- FIRE DEPARTMENT CONNECTION PIPING ABOrE GROUND 4. ALL PIPING IN EXPOSED AREAS SWLL BE OF A NYE SUITABLE FOR PAWING .LLL PPING SHALL BE RUN CONCULED WHEREVER POSSIBLE -S- SIM'OPIPE SUPPLY MAN ABOVE GROUND 5, CONTRACTOR SHALL PRTAREE FlRESTPPING FOR ALL PENETRATIONS THRU FIRE U-HS SPRINKLER DUN PIPING ABOVE GROUND AND FIRE RAZED SEPARATORS. Salem, MA =M= DOMESTIC WATER SEWCE SHOWN FOR CCKR µ AR OINATON ONLY 6, L SPRINKLER NTNG AND HEADS E SHOWNOVGRKNWTIGLY CONTRACTOR SHUR COORDINATE WITH ALL OTHER TRADES BEFORE WORK BEGINS i0 INSURE THAT NO INTERFERENCE'S EXIST AND THAT ALL COMPONENTS O THE SPRINKLER SYSTEM WILL FIT IWO ME SPACE. T, CONTRACTOR SHALL COORDINATE WITH ME MECHANICAL ANO ELECTRICAL DRAWINGS FOR SPRINKLER HEM - RFcpENTUL CONCEu[0 PExpENi - ORDINARY TEMPERATURE 7, OF DUCTWORK. DIFFUSERS AND LIGHT FIICONTRADTGR SHALL p�-N�Ventures,�^ COORDINATE WITH THE ARNETECTURAL DFAMINGS FON CEILINGS.CEILING SPACES AND ROOMS. OBIJNOII C -a SPRINKLER HEAD - aFP NRANRA CONI - ORDINARY TEMPERATURE B. CONTRACTOR SHALL FURNISH N INSTALL FOR IMIWANµL SCAFFOLDING, HOISTING �STQ'N MIO �\ QUICK RESPONSE - ORDINARY TEMPERATURE EQUIPMENT IND DERRICKS NECESSARY FOR IN$iKURON OF WORN G Wtil� SPRINKLER READ - 02Y CONCEALED PFNOFM- L Ine9old 9. THE OFDRAWINGS ORKI ARE FOR PRICING ECTI PWPOSES ONLY ME CONTRACTOR SMALL PRODUCE A COMPLETE -� 5%tlNl[F XF/p - RECESSEIT PENDENT- OUILN RESPONSE - ORDINARY Tt MPEM1URE SET OF WORKING FIRE PROTECTION gAENG$IN DESIGN RLE WITH NFPA IS AND NFPA 13R.L O SYSTEM SNAIL BE HYDRAULICALLY GMLVUTEO PER ME DESIGN CRRERA PRONDEO AND REQUIRED.ALL CRAMNG$ Alexander + 11 AND MUCULARONS SHALL BE ST.WPEO AND SIGNED BY ME COWRACTOW REGISTERED FIRE PROTECECH �- SPRIKLFR MUD - RECESSED PFNCEM - QUICK RESPONSE - HIGH !CN'fAANRE fNGNEER ANO SHILL BE SUBMRED i0 ME LOCAL NRE DEPARTMENT FOR APPROVAL AND PERMIT, MIS SHALL BE DONE PRIOR TO ME COMMENCEMENT OF MY SPRINKLER WORK M ADDITIONAL SET OF PUN$AND SPRINKLER HUD - UPRIGHT - WICK RESPONSE - ORDINARY TEMPEP.ANRE CALCULATIONS AS DESCRIBED ASOE SNKL BE SUBMITTED TO ME LOCAL BUILDING DEPARTMENT Associates Inc FOR APPROVAL PRIOR TO ME COMMENCEMENT OF ANY SPRINKLER WORK •-_`Associates SPRINKLER HEAD - UPRIGHT- WICK RESPONSE - HIGH TEMPERATURE PLANS AND HYDRAULIC CALCULATIONS AS DESCRIBE ABOVE SHALL ALSO BE SUBMITTED TO THE OWNERS INSURANCE AUTHORITY NyN,IGL.L[O,_G_N Rd�H FOR APPRWAL PRIOR TO THE COMMENCEMENT OF ANY SPRINKLER WORK, Preservation Planners -� SPRINKLER HEAD - DRY sITFWUI - QUICK RESPONSE- ORDINARY TEMPERATURE ALL DRAWING SUBMITTALS SHALL INCLUDE COMPLETE SYSTEM FIBER DIAGRAMS, MO5TOR M4 -� SPRINKLER HEM - SIDEWALL - QUICK RESPONSE - ORDINARY TEMPERATURE ALL SUBMITTALS SMALL INCLUDE MANUFACTURERS ORR:IAL CATALOG DATA MO DESCRIPTIVE INFORMATION FOR All MAJOR COMMENTS OF THE EQUIPMENT i0 BE SUPPLIED. � �'- ,,_.K N CHECK WA ALL DRAWING SUBMITTALS SHALL NOMATE ALL CONTROL VALVES, SUPERASORv AND AMM SWITCHES,ALL TEST AND ORW VALVES. CC��BI es North ELB(N UP OR RISE 10, MCMDE WIRE Gfl GOURD PROTECTION FOR ALL SPRINKLER HEADS INSTALLED IN MECHANICAL RWYS Engir- ELBOW DOWN OR DROP 11, ME DRAWINGS ARE NOT INTENDED i0 SHOW IXKi SPIPHOUR HEADS LOCATIONS, NUMBER OF SPARKLER MA PEA , OR THE EXACT ROTTING OF%PING. THIS SWILL DO ME RESPONSIBILITY OF ME CONTRACTOR ry Ny `_ q FS ROW SWITCH ME COHRIMIOR SHALL CWRTF ATE WITH THE ARCHNECNRµDRAWINGS FOR ALL CEWNG MES BLW ,H, 12. CONTRACTOR SHALL PRPAOE A KNOX BOX AT EACH BUILDING IN AN ACCESSIBLE AND NSILE LOCATION.TYPE AND LOCATION O ME AI8CI19DIC �Co-E PIODbH18, INSPECTORS NEST MO DRAIN ASSEMBLY KNOX BOX SHALL BE APPROVED BY THE LOCAL FIRE"MOMENT SIIA FEB Prote 10TI TIa1BBTB ,G:X ELECTRIC A.M.BELL 13, SPRINKLER CONTRACTOR BULL PAWN ALL CURING MO PATCHING IN ORDER TO ACCOMMODATE ME SPNNNLER WORK. - UTT ETLDI 64A 14. THE CONTRACTOR SHALL MAKE REASONABLE CHANGES TO THE SPRINKLER HEAD LOCATIONS AS A RESULT O HIB COORDINATION WITH Ae1i_.l BUTTERFLY VALVE WITH WTEGRAL TAM PAPER SWITCH THE MECHANICAL D EUGMIML DRAWINGS AND M Cy N� D Ai NO EXTRA COST TO THE CONTRACT. l UJWIOL.IL 15. THE TERM 'CONTACTOR'SHA.L MEAN SPRINKLER CONTRACTOR' BOB FIRE RATED ME SLEEVE DOTH FIRE MATED SEAL kdAec 16 THE CONIPALTDR SHAUL PROYOE A FIRE DEPARTMENT PERSONEL WAITED TEND WATCH'CMNG ARE WRONG OEA AQA& SALEil MIO H FDC FIRE DEPARTMENT CONNECTOR -TYPE TO AS MIMED BY ME LOLL FIRE DEPARTMENT :6 THE FIRE DEPARTMENT CONNECTION ME AND LOCATION SMALL BE APPROAEO BY THE LOCAL ETRE DEPARTMENT NOR TO PURCHASE AND INST.WATgX Ly���� .u-Y- 1T. µL ABOVE AND BELOW GROUND PIPING SYSTEMS SILML BE RUSXED IN ACCORDANCE WRIT NMA-13, NFPA-24. NO CONNECTION O THE FTYHMWF.Associates ABBREVIATIONS MOVE GROUND PIPING SYSTEMS SHALL BE MADE UNTIL ALL BELOW GROUND PIPING HAS BEEN FLASHED AND FLUSHING REPORTS L&W Sur-I oK�BETOORFRROM MF SITE CONTRACTOR SHORINED OUT AND SIGNED FILLISHING G RUSHING OFS Of EME SITE SITE TWATER ER NM INS BEFORE MS STALL BE AYNCONED NECTONSYLE PTOX MER BUILDING FIRE DAHVE2& MA AFF ABOVE FINISH FLOOR PROTECTION PIPING SYSTEMS ARE MME. FL 'I_�. ♦♦����„�,,,�, M ACCESS PANEL 18. THE SPRINKLER CONTRACTOR SHALL PROVIDE A MINIMUM OF 46 HOURS ADI NOTICE TO THE LOCAL FIRE DEPARTMENT RW.NMROI'BEVIAGIea,Inc, PRIOR TO THE FINAL SPRINKLER SYSTEMS ACCEPTANCE TEST. ME FINAL ACCEPTANCE TEST SMALL BE WITNESSED W ME LOCAL CNAl CLC CEILING FIREDEPARTMENT. ANY DETECTS FOUND DURING ME ACCEPTANCE TEST SHALL BE REPARED BY THE SPRINKLE CONTRACTOR AND ME ErIJIne"n; ENTIRE SPRINKLER SYSTEM RETESTED AS DESCRIBED ABASE. THIS BULL BE REPEATED UNTIL ME SPRINKLER SYSTEM S FRB:OF ALL ON SRM DEFECTS MD ME"THRE SPRINKLER SYSTEM IS ACCEPTED BY ME LOCAL FIRE DEPARTMENT. THE TESTS SMILE INCLUDE ME. W OF THE SPRINKLER BTCN AW DWG DURING MTEMS ON IM ASIDE OF ME BNLGNG AS WELL AS ALL.CE ME NEW UNOEAGOUIID MAE SERVICE WAN EL BEVAIKI 19. ME THE ERROR SPRINKLER O THEXCE�TOR NS AND WALL BROOM INSTALIATIONLOCAL AND MEFIRE ATER E1M$H CEILINGS MINIMUM AND WALLS WK MENSPRINKLER INSTALLED.ABSOLUTELY NOFOR SPRINKLERNWORKR SMAU-BE ALLOWED TO BE ENCLOSED DAAWIJC T'1£ FEE FINISH RWM EUVWTgM ON COMBINED UNTIL ME CONTRACTOR HAS CWRDIWTED THE FIRST INSPECTION WTH ME LOCAL FIRE DEPARTMENT AUTHORITY ANY DEFICIENCIES FOUND AT ME TIME OF MESE M$PEC110N5 SHALL SE PROTECTION FEECORRON CORRECTED AND REINSPECTED UNTIL ME LEGAL PRE DEPARTMENT AUMORTY APPROVES AL OF ME SPRINKLER WORK ME SPRINKLER CCWMCTOR SHALL ALSO COORDINATE AN INSPECTION OF ME TIRE F FIRE SERNCE MAN WEAR, ASSATED WITH ME NEW UNDERGROUND PRE SERACE MAN PRIOR TO ME UNDERGROUND WIN BEING CDEFICIENCIESERED.ANY DEFICIENCIES FOUND WITH ME UNDERGROUND INSTALLATION SHALL BE LEGEND /. FEE FLOOR CORRECTED AND REINSPECTED UNTIL ME LOCAL FIRE DEPARTMENT AUTHORITY APPROVES ALL OF THE UNDERCOUNO FIRE BER ICE WIN WORK. `ELiEND AND FS ROW SWITCH 20. THE SPRINKLER CONTRACTOR SHALL PRONOE THE LOCAL NRE DEPARTMENT WIRY A COPY O ER THE SPRINKLE SYSTEMS TEST RESULTS INN' EMERY 21, ME SPRINKLER CONTRACTOR SHALE COORDINATE WITH THE LOCAL FIRE DEPARTMENT FOR ALL REQUIREMENTS FON MPROVK AND NOTES NS NOT TO SCALE ACCEPTANCE OF ME SPRINKLER SYSTEMS AND DESIGN DRAWINGS.PRIOR TO ME COMMENCEMENT O MY SPRINKLER DESIGN OR INSNALAWAY WORK NIC NOT IN CONTRACT 22- ME SPRINKLER CONTRACTOR BULL CAREFULLY COORGMATE ALL UNDERGROUND PIPING WITH ME PLUMBING CONTRACTOR i0 DDERYIE ME BEST ROUTE OF AT, UNDERGROUND MIND PS PRESSURE AMM SNITCH 23. THE DESIGN AREAS AND DENSITIES INDICATED ON ME DRAWINGSSIWI I1��BE USED BY THE SPRINKLER CONMAWOR TO PERFORM HIS HYDRAULIC CALCUMTRONS R TAMPER SWITCH MD TO CREATE INK S SPRINKLER SYSTEM SHOP DRAWINGS THE SPRIMLA CONTRACTOR SWLL BE RESPONSIBLE FOR DETERMINING ALL REMOVE SNALE AND DESIGN DENSITIES.THE OLSON ARMAM DENSITIES INDICATED ON THE DMAWINGS ME FOR REFERENCE ONLY. ALL DESIGN AREAS AND DENSITIES In TYRFK SWLL BE SELECTED BY ME SPRINKLER CONTRMTON IN STRICT ACCORDANCE WIN NMA-13 W/ WTIN 24, SPRINKLER HEADS SHILL BE BY NKINC.VICTIM LIC OR RELIABLE 25. ALL SPRINKLER HEADS SHILL BE LISTED QUICK RESPONSE TYPE OF RESIDENTIAL ME AS INDICATED 26. ALL FIRE DEPARTMENT HOSE VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL BE APPROVED BY THE FIRE DEPARTMENT PRIOR TO PURCHASE FLOW CRITERIA 27 ME SPRINKLER CONTRACTOR SHALL PROKIDE SIGNAGE AT ALL PIPE DEPARTMENT CONNEUTIONS THE CONTRACTOR SWLL COORDINATE WTHI (J THE HIRE DEPARTMENT FOR ACCEPTABLE SIGNAGE TYPES AND TFRMINOMAES. HYDRAULIC ULCUUDONE FOR IRS DESIGN HAS BEEN BASED 28. ALL SPRINKLER SYSTEMS.EQUIPMENT AND MATERIAL SHALL BE VL LISTED HAD/OR FAX APPRWED AND SMALL BE RATED AT 175 P51 WORKING PRESSURE AS A MINIMUM ON ME FOLLOWING MINIMUM FLOW CRTFLA 29. THE CONTRACTOR SWLL PROTIDE DROPS REOUIRED FOR FINAL CONNECTIONS TO SPRIMUER HEADS STATIC PRESSURE PSI RESIDUAL PRESSURE _$G P51 W. ME CONTRACTOR SWILL BE RESPONSIBLE FOR DETERMINING ALL ALFAS OF HYDRAULIC CALCULATIONS BASED ON NMA-13 AS APPLICABLE ROW _Tppp GPM 31. ME CONTRACTOR SWLL BE COMPLETELY RESPONSIBLE FOR ME ENTIRE INSTALLATION OF THE NEW UNDERGROUND FIRE SERVICE WIN INCLUDING ALL TESTING AND RUSHING FrtyJtl AIN.Wr1 Awonn, ME WORK SHALL INCLUDE THE CONNECTION i0 THE EXISTING CITY WATER SUPPLY UP TO AND INCLUDING THE CONNECTION TO ME SPRINKLER SYSTEM RISER INSIDE ME BUILDING ALL WORK SHILL BE INSTALLED TESTED AND FLUSHED IN ACCORDANCE WITH NFPA-24.THE CONTRACTOR SHALL REVIEW THE CNL DRAWINGS AND SPECIFICATIONS FOR THE EXACT SCOPE OF WORK AND YGL'IAS Q'8 FOR ALL REOURM DESIGN CRI{FOIA INSTALLATION CRITERIA ALL REQUIRED WORK AND QUAILS OF ME INSTALLATION ME SPRINKLER CONTRACTOR SHALL PROMOE ALL OF ME WORK AS INDICATED THE ABOVE FLOW DATA SHALL IE BE USED BY ME STRAIT CONTRACTOR ON THE EMILDRAWINGS AND IN THE CML SPECIFlNAT As IS ASSOCIATED WITH THE NEW UNDERGROUND FIRE SERVICE MAIN TO PERFORM NNE HYDRAULIC CK~UVURONS FOR THE SPRINKLER SYSTEMS SHOP DURRES,A NOW MOUNT ROW TEST SINAL BE CONDUCTED BY 31. WHERE LISTED QUICK RESPONSE SPRINKLERS ME USED THROUGHOUT THE SYSTEM MEA O OPERATION IS PERMITTED TO BE REDUCED WITHOUT ME SPRINKLER CONTRACTOR i0 MAN CURRENT ROW AND NESSVRE DATA SEE NOTE 32 MIS SHEET THE ANC ME DESIGN DENSITY FO INDICATED IN WMA-13 U1FS E01{I0T1.M[ CONTRACTOR SIWL.CWRgMI£DOTH THE.WCHIIECTUFµgUWNCS FORµt GETTING NBCNS. /� 32,PRIOR TO ME SPRINKLER STSEEMS WSCN,ME SPRINKLER COHLPACIOR SMALL CONCEDE A ENDURE ROW TEST IN ORDER TO OBTAIN DESIGN CRITERIA CURRENT ROW AMC PRESSURE DATA AND SHALL InE THIS NEWLY OBTAINED DATA EO PERFORM HIS HYDRAULIC CALCULATIONS FOR ME SPRINKLER SYSTEM SHOP DRAWINGS DESCRIBED IN NOTE 9 AWARE ME NYgWR ROW TEST SWLL BE CONDUCTED IN ACCORDANCE WISH WPA-ll.ME COMPACTOR SHALL COORDINATE WITH ME LOCAL WATER IMMUNITY FOR ME FLOW TEST. BUILDINGRITERIA ME SPRINKLER COMPACTOR SHALL PRWgE ALL LABOR. EQUIPMENT. MATERIALS. PAT ALL FEES AND PERFORM ALL COORDINATION WEEK THE LOCK WATER AUTHORITY FOR ME HYDRANT FLOW TEST, 1. BRY0.Vl BUILDING - NWA-13 SPRINKLERS, NFPA-14 STMOPIPES 33.ALL FIRE BEHMCE PIPING MTEMS AND SPRINKLER SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH NNA 13, DOPA 25 AND NFPA 24. 2. ALEXANDER BUILDING - WPA-13R SPRINKLERS 3. GARBAGE BUILDING - NFPA-13R SPRINKLERS 3B.ALL SPRINKLER MMSS LOCATED IN 2A A'CEILING RIES SHALL BE LOCATED ON CEWERLINE OF 2'-0'DIMENSION AND IQ BE AT 1'-0'OFF ETHER ENO OR IN ME EXACT CENTER OF ME 4'-0'DIMENSION 4. WINNFE - NFPA-I.W SPRINKLERS 37.ALE SPRINKLER HEADS LOCATED IN 2' X 2'CEILING TALES SNALL BE LOCATED IN THE EXACT CENTER OF ME CEILING TILE sc� 39.THE PRE PROTECTION CONIPACIOR 5141E CRATE A SCALE DRAWING POP ME BUILDING SHOWING ME LOUIR IONS OF ALL SACKOW PREVENTION DENCES M>E HON RERIDFrviwL ASSEMBLY AREASSA DUMS OF EACH OF THEIR IAdIAWATION METHODS, ME FIRE PROMOTION CONTRACTOR SPALL ALSO MAN MANUFACTURER CUE SHEETS OF ALL BCKROW MOE LIGHT DOTARD PREVENT"DEVICES AND STALL INDICATE ME SIZES AND MODEL NUMBERS BUNG USED. ME FIRE PROTECTION CONTRACTOR SHALE SUBMIT MESE COMINGS ID CPM PER USW SQWRE FEET AALLL.BOUTCKFLOWETPRTE TO ME DFACESTEHASDBEEENN OEBTTAINED BYI THEOR FIRE PPRP CTION CONTRACTOR FROM TITHE CLOCK WATER DEPBE IARTMENT ARNOMWV WRITTEN FREDPRPR MOO'TION M=ST 1W CPM NOSE$iREMI ALIOWMCE CONTRACTOR SHALL BE RESPONSIBLE FOR REGISTERING ALL BACKFLOW PREVENTION DEVICE$WITH THE LOCAL WATER DEPARTMENT AS WELL AS THE MASSACHUSETTS DEP. MAMM RETAIL ARM AND MECHMGL R I 39.THE ORMIINCS ME N07 INTENDED TO SHOP/ALL LOCATIONS OF FIRE WED SUMS AND SEALS. THE SPRINKLER CONTRACTOR$WR-CDpRGWTE ORD MARY W M ARY HAZARD CROUP 2 WENT THE ARCNRECTULOCATIONSDRAWINGS FOR LOCATIONS OF All PRE RATED WALLS AND FLOORS MO BULL PROADE THE"TO SLEEVES AND SEALS 20 GPM PER 15SQUARE ME FOR ALL PIPE PENSTATIONS THROUGH SUCH MADS D FLOORS FElO.LK.T HIAE$i 250 GPM NOSE STREW ALLOWANCE 41 ME SPRINKLER DRAWINGS ME HOT INTENDED TO SOW LIGHT FIXTURES, CFIUNG OWES AND M/M 001HI5ERS,THE SPRINKLER CONTRACTOR SIMLL CBTNN A CEILING IRAN FROM THE ARCHITECT SNOWING THE LOCATIONS AND MES Vim' � OF A.LOW FIXTURES,COLNGS,CEILING CNI HVAC DIFFUSERS AND SHALL USE THIS INFORMATION TO CREATE THE SPRINKLER SYSTEM OP DRAWINGS. LitAMRWe Nl.�t NES DTIIµAREAS 0 GPM PER FU MOST1OMCOMMAND AHEADS WITHIN A COMPARTMENT AREA PRESSURES AND FLOWS FOR EACH SPRINKLER HED SNB PROMDED N ACCORDANCE WIN ME SPRINKLER HUD MANUFACTURERS USTNGS FIRE SERVICE WATER MAIN ALTERNATE NOTE AUR DRY SYSTEM ��E/I�� IGFEE B CAMPER 1950 SQUARE FEEL I PE TO AND ICLAWLER UONNGG TH FINIAL CONNEALL BE CTION TOL THEECITYNWAATER FOR THE A INSTALLATION A DEDUCTNALMRWE,THE SPRINBKLEF CEOWNTMCTORITSHALL EWM IRRATEN NSD WORN ATTUMENCONNECTION TO CIF 1 V.O1 W GPM HOSE STREAM ALLOWANCE FIRE SERVICE MAN IN51M ME SPRINKLER ROOM AND ME DOME UNDERGROUND INSTALLATION AND TESTING OF ME NEW FIRE SE NICE MAN SHALL BE BY OTHERS. SYSTEM y OLSON ARU SHALL B INCROOFREASED BY AN MOTIOW. 30% IF REQUIRED BY NFM-13 15HW1 SUINEY ME AITICECONSIRUCPON TO DEETERMINE AFI$REWIREMEM SPRINKLER CONTRACTOR B"STANDPIPE/SPRINKLER RISER TO SYSTEM J AIF DRY SYSTIOM F 1R U 1/3 MP. SINGLE PIMSE O G' 4'p,T SYSTEM RISER UP PIV 80% WET SUPPLY ON LDA'AIR PRESSURE AIMY—CX VANE TYPE MASTER FLOW SWRCX TAMPER SYIrtCn WATER PRES$'ME AVRY$MTCN F1MSX GUIDE WATER PRESSURE NARY $ARCH. PRESSURE SWITCH SCALL BE. C TYPICAL PRESSURE"WE ` WIRED TO THE ELECTRIC ALARM BELL BY THE ELECTRICAL 4'UP TO FIRE DEPARTMENT CONNECTION, SEE CONTRACTOR. ELECTRIC ALARM BELL SH41 BE FURNISHED PLANS MR CONTINUATION PRIMER PILL CUP ADJUSTABLE AND INSTATED BY THE SPRINKLER COMPACTOR 4' DRY PIPE VALVE AND ALL REOURED TRIM,GAUGES, VALVE BOX PETER VALVES,W0 APPURTENANCES FOR OPERATION 1 1� UTE STEM FOR 6"WED SYSTEM 1RTEN CIES VALVE WITH ALL VALVES. DATE VALVE rPoY, CANNES.WO ALL APPURTENANCES REOVKEO FOR OPEMip]M yVIN SYSTEM OP.VN Salem �� UTE VKVF •• Salem, x"SPRINKLER DRAIN VALVE T/PIGLL DUN CUP B"FIRE LAVN TO n "" 2"SPRINKLER DRAIN TO OUTSIDE BUILDING. EXACT ROUTE 4 SR NATER SUPPLY SHALL BE DETERMINED IN FIELD TYPICAL WATER {'CHECK VALVE DRAM VALVE WITH ]/4'THREADED PRESSURE DUCE HOSE END CONNECTION N Boston AIA Ventures,LLC BJSi N M ttPILLL CS BY. VALVE MARX TAMPER SWIL(:X lY%CK GKVAl12ED PIPE 3'SPRINKLER pR.VN i0 MOP BASIN SUPPORT 1. PN sNA L BE MECO/NIP-1N Fnegold TYMCY PIPE BUPPORE PLUNGE ANCHORED A. OR APPROVED Eg e'BUTTERFLY VALVE WDH TAMPER S1MCX TO R«R SLAB 2, THE SPRINKLER CONTRACTOR S.COORpNATE THE REQUIREMENT Alexander + 6"DOUBLE CHECK BACKROW PRVCMFR IN ME VERTICAL OF THE P LV. VALVE NIH THE LLGL TME DEPMIYEM PRIOR TO INST.4UTOi POSITION DEVICE SMALL BE CONBRACO AS SERIES AS APPROVED Edi EMT LOUTTOW BE THE DEVICE SMALL BE DETERMINED BY THE LOCAL FIRE DEPARTMENT Associates Inc VERTICAL INSTALLATION. JANITORS RUIN FLOOR r31POST INDICATING VALVE DETAIL Architects and ALL NOr TDs E Preservation Flamers �RY SPRINKLER SYSTEM VALVE eO'TOHL "`° z x103 Nortt1 �� Engin re suet AAA SPRINKLER ROOM FLOOR e�w bill& A and Fre Protection Ergneere I_ 5'FETAINFR IIANGF W'JH TIE ROD SUPPORTS PER NFPA-24 �ry��`JppIIIWIW'' LITT.EICN, MA AAI MOlStt' WIN THE li(M 9/B.PITCHY SUPPORT SECURED RI DECK SUPPORT BECUREp TO PECK trey Arcliecle WATER TILNT YA FOR PPE PENETRATION OR STFUCTU K STEEL OP BTPl1CNFK SIFEL LA UGEROADI FIR SERMCE YW SWll BE NJABf BRACKET SUPPORT BRACKET SUPPORT IN KCCWAVLE ARN ARRI POAE WOJNq INNBT MOLTIS AT 4: L1WKS5 IN DIRECTION PIP! CLAMP %PE C. YLB.! NG FIRE PROTECTION PIPING �/ FIE PFOiECTION PIPING Hanood Assmates ��MBR ANTRA BUILDING FIRE PROTECTION SERVICE R � s MA ° bier BY«B rlpp NaT TO scA WEIGI DNA GRACE LouertDD I,eT R• av DMTvStS NA KW.Moore Associates.Inc. NOTE. CNN ALL APPLICABLE SPRINKLER PIPING SYBTEYB SWEL EIYV]1BHrE BE SEISMIC ALLY BRACED AND MSITENJB£UD)PER B Tpy µp OCODE EICA6BTM ES8,I!NFA 1JNTLA ACCEPTED BOTTOM. SEISMIC BASING SWL BE BY TELCO WAW TITLE TYPICAL SEISMIC BRACING DETAILS FIRE PROTECTION ALL NEI D A DETAILS T'SPRINKLER HEAD SUPPLY. SUPPORT FROM 4' "ALEKANCER' BELONG PoBER BUILDING STRUCTURE IF LENGTH EXCEEDS 24' 1' PLUGGED TEE FITTING ALL CGS SMALL B TO THE 2 T/2''CARRIAGE'BUILDING RISER ORT PENDENT SPRINKLER BARRELS SHELL BE HADE WITH TEE FITTINGS,ELBOW FITTINGS SMALL NOL HE ALLOVEp 2 1/1' 'MdNTIRE"BUILDING RISER `r 1'RI NIPPLE 1"DRY BARREL SLNT LENGTH TO BE DETERMINED IN FIELD TYPICAL ROM SWITCH ON EACH MASER "/1' J DRF SYSTEM BRANCH LIRE. SEE PLANS FOR SIZES "PON.BLTTETSFLY VALVE WITH TAMPER SWITCH ON EACH RISER CTO TWE OPMTYEM CONHECIION FI ObAuuM/p•no•le•M YCM CEILING 4' 11/1' 11/x' C. i�CNS DRY-CCNCFNFO PENDENT SPRINKLER BLIND FLANGE WATER PRESSURE ROW S1MCH MIRED 70 ELECTRIC KMY WELL HEAD WITH ESCUTCHEON PIAIE 6'% 4' %4'TEE C BC VALVE TYPICAL DRY—CONCEALED PENDENT SPRINKLER HEAD WET' D M ,AR.VALVES CHECK VKK COMPLETE N H 5 Au TRW. OWNS,vKKs,GwGES.HARMS.SMBOLES. FTp3 NO��J SLKE ANO ALL APPUFIFHWCES REOURED FOR CWDUTION DOMESTIC WATER SERVICE TO EACH SUILMMGV. MAIN SHUT OF VALVE SHOWN FOR COORDINATION ONLY Y SPRINKLER DUN TO OUTSIDE BUILDING DOMESTIC WATER METER. ONE FOR EACH BUILONG.� SHOWN FOO COORDINATION ONLY C. B'DOUBLE CHECK VALVE BACKFLOW PFEVFMDi AS APPROVED f9R VERTICAL MSTKUIION $CANE NAE DALE 4 TbDI fWNU110N WALL DOMESTIC WADER SERVICE SHOWN DRAVEN B! CLECl� [K FOR COORDINATION ONLY 1 FRLC.ECT HILIVISM TR�600 UON RCIKADR NB SERVICE MUMSHANESEPRDMMp EHHAM hlA c• Mm IRDAER HMIC6.W0 BE 9RPRI5 x MwmNME xm NPP-n MECMANICK ROOM RWR 6"TIM PWRCTON WIN TAI FIXYOTMN YYL. FOUNDATION WALL GORE CRDI WNl AND PROMISE WATER TOR SEAL ,A �PWE SADDLE 6•RETAINER FLANGE WITH TIE ROD SUPPORTS PER NFU-24 //�� GALVANIZED PIPE SUPPORT SECURED TO FLOOR �/'�C^.02 NOTE: 1.TK SPRINKLER CONTRACTOR SHALL BE RESPo119BLE FOR THE COMPLETE INSTKIATOM OF THE DOMESTIC WATER SERVICES FROM THE WINERE BUILDING TO THE AE%NNDER BUILDING ANO THE BARRAGE BUILDING 2.THE SPRINKLER CONTRACTOR SMLL ROVER THE CML DRAWINGS FOR THE LOCATIONS OF BUILDINGS ON THE SITE AND FOR ALL RK SCOPE DF MUASSOCMTED NTH THE R6TAlNTN1N OF THE UNDERGRWND FIRE PROTECTION SERVICES TO EACH BUILDING B'STANDPIPE/SPRINKLER RISER 2' SPRINKLER DRAWN RISER CHECK VKK UI MNGSPRETRUIER HEN SUPPLY. EXCEEDS FRCP 5O BVILMNG SMILNRE 6 LENGTH E%GEED$2A' vAHE TYPE ROW SAILOR �}r., BUTTERFLY VµYE PRESSURE GULE WITH TANKER SWITCH Y'DROP NIPPLE I'SPRINKLER HEAD SUPPLY.SUPPORT FROM BUILDING STRUCTURE IF LENGTH EXCEEDS 24' / 1'RISER NIPPLE! PETER � SPRINKLER MAN r0 FLOOR ZONE SPRINKLERS SEE PLANS FOR 51$ES 41°LIX:/.IION$ BRANCH UNE SEE PUNS FOR SIZES CEIU"G I' DROP NIPPLE I` / I'RISER NIPPLE SaWm @ D �,L, .. COMBINATION INSPECTORS MST PNN ASSEMBLY WITH GRAIN/TEST VKK. $KM GLASS AND I/2' RESIDENTIAL CONCEALED PENDENT SPRINKLER HUD CEILING RESISTANT ORIFICE BRANCH LINE.SEE PLAINS FOR SIZES p � 1.� /� SPRINKLER HEAD COWER • New 13oaton Ve1,.11V ea.LLC IE1,T,SJ, MRI L THE CONCEALED SPRINKLER HEAD COVERS SHALL COME WITH FACTORY APPUEO EI"IS"ES r0 MATCH THE FINISH OF THE CEILING TO WHICH THE SPRINKLER HEAD HEAD RECESSED PENDENT SPRINKLOF-TJ1 ' Fin^—Old S BEING INSTALLED, THE SPRINKLER Cg11RACrOR SELL COORDINATE MH ME .",LOGUICHE°N PLATE I MCHDFCTURK DRAWINGS FOR ALL FINISHES 2.THE SPRINKLER CONTRACTOR SHAVE SUBMR ALL BERRI HEM FINISHES TO THE � Alexander + ARCHITECT FOR APPNEED BY T wMPRINTEN LERAPPROW1CONT OF ALL SPRINKLE" "CHID FINISHES )TYPICAL RECESSED PENDENT SPRINKLER HEAD 2 1/2'FIRE 2- IMI NOSL CONNECTION. SHV.L BF OBTAINED RI THE SPRINKLER SPRINKLER FROM ME ARCHITECT ALL Associates Inc CONNEC 1 1T REDUCING L REAS HOSE ENO PRIOR '0 THE COMMENCEMENT OF AM SgHNKLER WORK CONNECTION. THREADS$LULL BE AS DIRECTED BY THE LOCAL FIRE DEPARTMENT, ATYPICAL RESIDENTIAL CONCEALED PENDENT SPRINKLER HEAD -LAA^�A.,.,^� PRANCE CAP AND CHAIN 3 ArLAP14410 dN AI I. Nor o SOLE Pfeaervatan Plann fe E(XI AUN S fee North el = suaR Nu rMD L RIXIBLF C°DPDNG$ON EACH FLUOR N BOTH SIDES OF FLOOR SIM / MMeechhanictr'pE, "Unn ng, TYPICAL STAIR LANCING a GYP, BOARD CEILING "' and Fire PEoteek Qn.Fa A ml LITVLFECN NN SEE 1plE 1 THE MAIL1'SPRINKIEF HEM SUPPLY, SUPPORT FROM, 9UILDING STRUCTURE IF LENGTH EXCEEDS 24' tray AFchillecle Iv alLu naE RASLEEVE LB,d,CBpe II EKRr TOGA ARWtRE s SAE . RESIDENTIAL SbEWN1 SPRINKLER 1• x 1/Y REDUCIREDUCINGELBDV T' DROP NIPPLE _)TYPICAL FLOOR ZONE CONTROL STATION — "BRYANT" BUILDING SPRINKLER""° °`R Land S" 1NrEKLOR ANLL Rs R NIM yora tes ALL Po*ro scALE oAva/^ ua { I. SPRINKLER HEAD SUPPLY RISE IIP [N TALL BRANCH LINE.SEE PLEAS FOR SIZES SUSPENDED CEILING 1{,W Moore Asmate$k. - Call ET19RBCI9 BOSTp WH-flESIOEMML CONCEALED PERCENT$PRWKIFR HEAD WIN ESCUTCHEON PLATE 1. ALL SOMAL" SPRINKLER HEADS SHALL BE RIVALLED IN ACCORDANCE WITH 1.THE CONCEALED SPRINKLER HEAL COVERS SHALL COME WITH FACTORY APPLIED DIQP ' Tn NMA-IJ AND THE SPRINKLER HEAD LISTINGS AND ADPROJKS FINISHES r0 MATCH THE FINISH Of THE CEILING r0 WHICH THE SPRINKLER HEAD 2 TECONCEALED O EA ENATCHRMELFR HE OFCOOM CSHAU EILING i0 ME WIITMf�gNKLER HEAD Is ENING INSTNLED THE SPRINKLER NISHES OR SHALL COORDINATE MYTH THE FIRE PROTECTION ARCHITECTURAL ORAMNCS FOR ALL FINISHES IS BEING INSTALLED THE SPRINKLER CONTR6ttIR SHALL COORDINATE WITH THE 2.THE SPRINKLER CONTRACTOR SHALL SUBMIT ALL SPRINKLER HEAD ENTITIES TO THE DETAILS ARCHITECTURAL DRAWINGS FORµl FINISHES ARCHITECT FOR APPROVAL, WRITTEN MPROvµOF ALL SPRINKLER HEAD FINISHES ].THE SPRINKLER CONTRACTOR SHALL SUBMR ALL SPRINKLER HEM FINISHES TO THE SMALL SE OBTAINED BY THE SPRINKLER CONTRACTOR FROM THE ARCHITECT ARCHITECT FOR APPROvµ. WRITTEN APPROVAL OF ALL SPRINKLER HEAD FINISHES PRCER TO THE COMMENCEMENT OF ANY SPRINKLER WORK $PALL BE THE COD BY THE SPRINKLER MY PRINRACRDR FROM THE ARCHITECT CONCEALED PENDENT SPRINKLER HEAD PRKW r0 CG COMMENCEMENT OF ANY SPRINKLER WORN 6 A.THE DETAIL STALL APPLY ONLY TO SIDI SPRINKLER HEADS USED IN APER LEASEALL NOi 0 ROOKS WHERE WET SYSTEM SPRINKLER PPE CANNOT BE RUN ABOK SPACES CEILINGS IN UNHEATED ATTIC SPACES CSiTYPICAL RESIDENTIAL CONCEALED SIDEWALL SPRINKLER HEAD ALL N T rG scALF SPRINKLER MEAN. SEE PLANS FOR LOCATION AND SIZE C•LTCEMN SYSTEM FILL CUP AND I$gATGN VKK SHUT GM 'ALYE 2 1/2'GLYCERIN SUPPLY r0 SPRINKLER HEN. SEE DRAWING F103 FOR CONTINUATION :UPRIGHT SPRINKLER HEAD WRHIN 0,NNodN U.F Aswcula He 2OeB 2 1/2" MSS 2 1/2'BUTTERFLY VKK MI TAMPER SEARCH FLOOR DECK I'TEE FI1TNG.ALL CpINECIKKE TO TIE- 2 1/2' REDUCED PRESSURE BACKILLOW INNEONTER. THE DENCf / OR! AGS,PERC0 SPRINKLER BVENUE NOT SE BE OWEDWAGE _ _ MWD JC)ST DRAM VµK MTN] A 111RUDE0 ROSE ENC CCNNECMHI WITH TEE FlTIINGS. Fl&JW i1TRIG5 SELL NOT%ALLOWED SHµ)COME WITH INTEGRAL Thi PIXiT BALL VKKS AND THE A - UPRIGHT SPRINKLER XFAp BALL.TALKS SHALL"AK THEIR HANDLES LOCKED IN ME OPEN POSITION SHUT OFF VALK - - - - UPRIGHT SPRINKLER HEAD SHALL BE CONNECTED J'DRAIN r0 MECHANICAL ROOM FLOOR DRAIN EXPANSION TANK BY AMTROL. FIRE-X-TROL MODEL VO THE 1'TEE OUTLETS USING 1'X 1/2`REDUCING TERMINATE AT FLUOR CHAIR WITH AIR GW. COORDINATE 11 10-C OR AS RECOMMENDED BY THE EXPANSION FITNOS, BUSHINGS WILL NOT BE ALLOWED WITH PLUMBING DRAWINGS FOR FLOOR IRAN LOCATIONS '" TANK MANUFACTURER. THE LANK SHALL BE UL LIVE. FOR PRE PROTECTION SERVSE 9CJlE HTE N 1-RISER NIPPLE 1'CROP AMIE FOR SPRINKLER HEAD DALE [GAM [it T.y 9Y MECHANICAL R°°Y FLOORNOTE: WET SYSTEM BRANCH LINE.SEE PVNS FOR SIZES cEIUNG FNa .E(:T NJ.ffi2 L THE PIPING MATERIAL USED TOR THE ANP-FREEZE SYSTEM OF AN T- USrEO PRODUCT MPRP20 EOR HE WITH THE TYPE T/fO6CO OFµl1-FREES AT All SELECIFO. ME SPRINKLER D METING CONTRACTOR SELL INSURE THAT ALL LE WERYETHE SYSTEM PIPEµ1D fIC11NG RECESSTD PENCEM$PIINKLER HEAD N10 ESCUTCHEON LR.M.MR'lLr NIA[192 WODUCT AVE COMPATIBLE MIM ME TYPE OF AMI-fRFEZC PROgIR SELECTED 2.GLYCOL AMI-FREEZE SOLUTIONS S"ALL NOT BE USED ].THE BACKFLOW PREKNTER SNAIL BE INSTALLED IN STRICT ACCORDANCE I_THE DOME SHALL APPLY IN THE WYNNY BUILDING FOR DELVING AREAS WHERE WOOD FRAME CONSTRUCTION OCCURS WITH THE LOCAL WATER DEPARTMENT AUTHORITY REGULATIONS. THE SPRINKLER FLOORS WHERE WET SYSTEM SPRINKLER PIPE CANNOT BE RUN ABOVE CEILINGS IN UNHEATED AMC SPACES CONTRACTOR SHPLL OBTAIN THESE REOUIREMEMS FROM THE LOCAL WATER F0.03 DEPARTMENT AUTHORITY PRIOR TO INSTALLATION ATYPICAL RECESSED PENDENTSPRINKLER HEAD IIIYCERIN ANTI—FREEZE LOOP ALL N0` 0 5"A, 401 "T� SO ITTER Salem, MA New Boston Venhres,LLC OEISTpJ. MA Finegold Alexander + Associates Inc =ate EOST( .. MA 3' SPRINIILR UP �es North .S61BA AIA sj ha m � IM:Protecbon B 'N'MB / llfTlET0 INA MVS SMSA MA INSPECTORS COMBINATION TEST AND DRAIN VALVE p�IlAlfl /.Btu � LwA,EFB 2' SPRINKLER DRAIN RISER UP DAh el&��� MA oI HW.Moore Aeeoaatm Inc.' —— Ciw • o • 6'UNDER[BOUND FIRE PROTECTION SERVICE. SEE Elgree'e CIVIL =0055 FOR CONTINUATION BJST( MA 2'SPRINALER DRAIN TO OUTSIDE BUILDING LQGWTf • FIRE pEPaRTMENi CIXNNECTIOl. E%ACi TYPE AND LOCATION AS DIRECTED SY THE FIRE DEPARTMENT THE BRYANT DU 0 O . • O • I, R�ARMECHECKCHECKVALVEV LVE[NACKFLOWVERTICALPREVENTER POSITION AND WET SYSTEM GARDEN LEVEL • 1fi FIRE PROTECTION • 311 FLOOR PLAN • 1I YYa I• I„•S. 1. 3 n rT- • I,.” n • • • • 1• • , 2 1/2' DN TO FIRE DEPARTMENT HOSE VALVE •111 1/A RN FM 6' STN.IpPIPF / SPRINKLER RISER UP GJ - A ,' FLOBt SPRINKLER ZONE VKVE,CHECK VALVE AND FLOW SWITCH • •I ®E 6- %1ANF11FE RISER IJP 2 1/e' IIN m EIRE uLPARTMENi HOSE VALVE • 1 1/,' 1 • • • I 1/4• Nq'�N AbeendalF 9RY .I 1/< SCALE OSiAIMN l31' E,Y ppo.Ecr macs+ xreosoo GARDEN LEVEL. PLAN DGAVR G Nta{>Bt SCALE /8--1'-C' Havn1 F1.00 1_ , SO PETER Salem. MA — — — — — - — — — — New Boston ventures,LLC BL\STCf MA l Fnegold THIS NKA CONTAINS VWp FRAMING ALL CONCEALED Alexander + SPACES SMALL K PROVIDED WITH UPRITNT SPRIN(LER Associates Inc C HEADS T SPRIN LE Tp THE BRANCH PIPING SHUN,THE UPRIGHT SRRIKKLEP MEADS ARE NOT SHOWN tan Flames a=CK NUX l - J' SPRIN(LER M! term Nat • • .$AII3.l A1P IRII U IElom I w r�era ttc. P,otecUw ff grwH,rp, I oltl Fre Protection�rgileere I I1f1LETON MA • tray Archlects SALEM MA {Hercoc INSPECTORS COMBINATION TEST AND DRAM VALVE L"SU,,,orl / I 2' SPRINKLER DRAIN RISER UP 6 DN CIANNIPO' Nd L _ I HRW.Moore Associates, Inc. I cDv.«• I I eosroND Na • � • I CL:AVRN� TITLE • THE BRYANT • L _ � — FIRST FLOOR • FIRE PROTECTION • s - FLOOR PLAN I I I, H A - 2 1/2' TO LIRE DEPARTNENi Np$E VALVE 14 , \ P • = • • I' • 6'STANDPIPE / SPRIW.LER RISER UP L IN • V - - • • f I • .' "DOR SPRINCLER ECK VALVE.CMECK VALVE AND FLM SWITCH G • d 6•STANDPIPE RDEPARTMENTD HOSE FIREVALVE , • u' I • • I ®FnATR,]AbnrvJn-4wc.le.uc JW! • • • , , • III/0' I • I • I IJ'-D THIS C S CONTAINS WOOD IDE MIK. RI TORE W D ' 1 • - i4 NJ SPACES SNALL BE TO TW 'WITH!?IPIK UN,THE• • I HERDS CUNLECTL ID THE BRANCH PIPING SNMx.TME UPRIGMi SPRTNKLCR WADS ARE HOT SHOWN • I — J sc . uenR•o DAM art3TOT WANK BY pCp® FIY FGO.HCt HAIR FIp0T � M4 pOp SCALE /B'-I'-p• WAVRG NA�i NON N F1.01 SO PETER 1 2 3 3.5 4 45 5 5.1 6 7 8 Salem, MA — r — — — — New Boeton Venom,LLC A r — L ' ` q soerarL r'`°-- 1 ' ' "'� l I THIS AREA CONTAINS WOOD FRAMING. ALL CdVCEALEO i I SPACES SHALL BE PROVIDED WITH UP SPRINKLER Alexander T • • • L HEADS CONILCTED TO THE BRANCH PIPING H SIIfIVN. THE WRIGXT SPRfKKLER HEADS MC Nll SNOV l Associates Inc 11 ( I �rartecte and eeervetion Remere • �^TpJ, Mp gree North MechervC I � end Fre Protection elf= LITTIETp N B I B tray ArcMecte a �A Hancock Aeeoaate8 I Lend Srve9ore 1 IIF L o�lnuvaxs�-M.A INSPECTORS CO+INATION TEST AND DRAIN VALVE RW,Moore Assockatea,W. l • • _ • e. SPRINKLER MAIN RISER W 6 DN CAI Efl�leer6 C - ' BDSTCRI ACn L I THE BRYANT ' r SECOND FLOOR D m�°®e•` L ....a.......� I 1 I FIRE PROTECTION • I L — — — — FLOOR PLAN l • t f 11 E 112' 11,[ P . ' E.1 • _ 1 VB' 2 1/e' TO FDK DEPARTMENT w>E VALVE G } E.4 r • • • • I l 6- STMWIPE / SPRIMLER RISER ISP S IN lul • • _ �� • llOR Oi� MIMn,+Y��4rocHIa Ft NF6 FLOSPRINKLER ZONE VALVE, CHECK VALVE AND FLOW SWITCH 6' STANDP2 RISER UP 6➢N.2 1 ' • • < d?v1900 _ • - I. • • •' • I a FIRE DEPTNT HOSE VALVE FIR MKE • *a,:.; • ' � I I E.7 • I • F :4 -SEECONTAINS VDOD FRANING. PLL CONCEALED • y LL BE PROVIDED WITH IIPRIFMI SPRINKLER • IE[TED i0 iME ptANCM PIPING SNOVN. iNE LL RINKLER HEADS ARE NOi SHOWN T T FQ 1. L — — — — - — — — — — J VC�•O DALE Er&107 OPAVM 3 3 3.5 4 4.59 5.2? 6 7 8 a er 27606,00 MAwra nueeR SECOND FLOOR REFLECTED CEILING PLAN \��SCALE& �y r 1.02 SO PTl IZ Salem, MA r p p p New Boston Ventures,LC PLJSItN{ Mq I I Finegold SPRINKLER NEAPS AND PIPING IN THIS AREA Alexander + O O O OfETMESLO CR RmfIH THE giilL SPAM Associates Inc Architects and S Pre8mation PlaxwB uoslorv. tiw o 0 o Structures North St wturel V.A El McCtwic Electl'cel,t wring. and Fre HMedcn Fr ='a LITTIFro AWE Cray ArdvWcta L I NGrtec e sALa% Aa Hancock Associates Land Surveyors pPM'6t5, VA FLW.Moore Aseociatee Inc. �-_. •. I EnpneerE I p 13osTorT M.A IXtAWNC nilE m DN m LovE- AInE • I I THE BRYANT • L — — J THIRD FLOOR • FIRE PROTECTION • 171 III 'IM-i III IliiFLOOR PLAN • p D L • P • \ L • • aRY $Y$LEM VFLVE • G _(TSV • • CVT b' STANDPIPE RISER pry,2 I/2' EOO ®; WPle.v.Hc�Aecculee Tc)MY FIRE OEPARTNENT RUSE VAF 1 y p • • N• II1i ; I p • p • • n p I • •. • VaSI'-0' 4/2U 4/43'0/ ORAYM BT (SEQ® BY 1. ALL SPRINKLER SYSTEMS MSTALLEO AT THIS LEVEL VIU X MY TYPE SYSTEMS 2. ALL PIPING ASSOCIATED WITH THE PRT SPRMIXIFR SYSTEMS SIIMl E GALVANIZED STEEL FPOFLT NA�2 3 PROW POPE KL 1-OV T DRAPOINT DOOM AS INS TO OUTSIDE WILDI AND PITCH ILL PIPE TO DRAM AL LOVP®1TS. .nA06.0,C) nT} iD DOOR PLAN onAVMc ,®' ORTn Scw.E- 1/8••1*-0• F1.03 i I so PETER Salem, MA A New Boston Venfires,LLC Finegold Alexander + Associate • 2 I/¢-VP Architects and •� Inc rc T 2 1/z•ON E!10ST Yflt10r1 PlanfICYB � y � eosTa�L nM 2 112 2v2• Mea NoMtt Eng- 5A VIA ¢ m I 'T/A- W Inc. • (' .CSF C9� FIHPlb,rq and Fie ProleGAOH FrKpmors • \I CORE DRILL OUlS10E WALL AND SEAL WATER TIGHT Gray M4 .. iE CRY TYPE S1DENAu SPRINKLER HEAD V/�J�ray�BArcMects Nc rle le " SA1a4 vn F Hancock Associates Lend gurmore DnrnE3ts FIN NORTH Me Associates,Inc.cwdoor EDgnBBfB BDSi(fl AM ODAVMG BITE FIRST FLOOR PLAN THE MCINIIRE 2•SPRINKLER DRAIN 00 THIRD WALL. TERMINATE THRU WALL WITH <SCALVANIZED ELBOW ON BASEMENT PROTECTION INSPECTORS TEST VALVE.TYPICAL FOR EACN SPRINKLER ZONE BASEMENT AND FIRST FLOOR WEI SPRINKLER SYSTEM NAPM CHECK VALVE AND DOUBLE CHECK PLANS ]1 SAFKP-OW PREVENTER IN THE VERTICAL ACI FIRE OFPARTMENT CONNECTION CHECK VALVE CORE DRILL FOUNMt10N WALL AND SEAL WRH FIRE RAFTED NATENNL e ELECTRIC PRE HARM�ON OUTSIDE WALL ABOVE GI C UP TO YARD TYPE FIRE DEPARTMENT CONNECTION ryON b �y,��� 6- UNDERGROUND FIRE -(� Z '/Z f5 6. PROTECTION SERACE -n 2 1/2 T • • A' Y 1/Y UNDERGROUND FIRE PROTECTON 1' 7'ORKLER 20NE y.LVE SERVICE TO CARRLIGE BUILpNG MCINTIRE BUILDING FI AN.i A—W.Fc 12M- UNDERGROUND DRE PROTECTWN NKLER ZONE VALVE SERVICE TO ALEXANDER BWIDMCREVISIONS 2 1 1/I FOR CARRIAGE BUM1OINC • SPRINKLER ZONE VA-VE 2 2-UNDERGROUND DOMESTIC WATER T. ! 4OR ALEXANDER BUILDING )_Z M i� SHOWN FOR COORDINATION ONLY ID 0 1-UNDERGROUND DOMESTIC WATER • • • _ SHCPAI FOIL COPPDIMI.TKW ONLY 112 -'i"DOMESTIC WATER SERVICE SHOWN FOR COOROINAl10N ONLY I/n• • I CORE DRILL FOUNDATION WNL AND SEAL WATER HOW. '0 DOMEnc WI SYSTEM IN BUILDING B. TYPICAL FOR ALL PIPE PENEl KmNs THRWGH FCVNI WNL SCALE F SHOWN FOR COORDINATION ONLY MANyHCZ DATE GOMESTC WATER METER FOR BUILDING B yjyQJ SHOWN FOR COORDINATION ONLY ORAYM 61' CIEO'.® BY NORTH �l4JB(UV60W.O N►� pRAVRG NAEEi BASEMENT PLAN F2.01 SO PET-ER Sir,,. MA F �A Cr I ' •n"? 4 1-' °" Now Boeton Ventured LLC Finegold a ' °" Alexander + y Associates Inc Architects and Preservation Planners Shicch free Nortlt L sniev I�u ReLCWienic M1Wrrde tbIng, and Fre Protection Engneers Urns r Gray Architects Le M spa is Sacwa �s NORTH Hancock Associates Lend Surveyors _ ow+rt+zs. ww H.W.Moore Associated Inc. THIRD FLOOR PLAN E'er D T� O AWN TIS THE WINTIRE FIRE PROTECTION SECOND AND THIRD FLOOR PLANS -vv T 11/r / 2 1/e- 2 1/2- 2 1/2" 1' � y 2 fi T ry 3 I/2- C 2 1/2' - 2 1/2' 1/2 Y. J F • 2.1'J' 1 • 1- 1' '.. llG 1 �P �E V4V'8 DATE 4/2&W R. MANN ST CVEC.ID eY NORTH Fl�.KT Nl.£Ht T/b06A0 SECOND FLOOR PLAN — �A F2.02 SO I'ETE R Salem, MA GK I ON LLC E� l Boston Venttres,1LLC 13(y'lON MA ON Finegold Alexander + p? Associates Inc Aral and 'ON on I"ON, REBCfVat10r1 PlaflrM3r8 g a v04 w uchree Mort s. v cw+ O cIG Sa.et Aa ince.Eledncal PAnbng - end Fie Protection EIgileere urnFrw ua Gray SECOND " PLAN ALE= �erre SP1Brt MA Hancock Associatee ww ele'/erore DAM'625. MA HW.Moore Associates,Inc. Cid Bweelg Eg5TCt1 wa crzAwNe -mF THE CARRIAGE HOUSE FIRE PROTECTION FIRST AND SECOND FLOOR PLANS "H eP r uP 2 3 z lid • ell Neva .N lI- xO �VLSIOPS me 2 1/Y SPRINKLER RISER I I'UP 2 I/Y TWE PROTEC1gN SERVICE /]' FRO.NCINIIRE BUIIfNNO' DOMESTIC WATER SERJICE SHOWl Fa' 2 I 2 1 I { I•w M,COOR01MPON ONLY 1-UP Y UP 'I"ON IN Wl TO WATER NEATER CLOSET Clp. I• UP _ 'I UPGHT • LEAEAD RELOWN HIINGH WIRES CAGE R DING PROVOE OIUARO ]P • • � CIC BGdE D4RE W/ZM FIRST FLOOR PLAN DQAM GD 2760WO raneEr+ C9.,M.4 NueEa F3.01 50 I PETER Salem, MA 1'OMa IHRUyYc1�R�OMDE W.AT N A OWE, Now Boston Ventures,LLC TERURMTE EWZM El9OR SM ox.CE DE MOeTOR AAA oIWEIIY[E WNL W Yu W ER IMII - "CREW uP Alexander + Associates Inc ArcMede end Preeervahon Planners Shichree North strudr agile �. 1'SRER1,ER RISER Sam AM v,/v'ovxx m areEmx Lar w E1�IeCr�t1C. �. uWCEROR0eR0 EIRE PROrzcroR SEREEROE ericat EkcUce PArrb Mo.III e110.PARG L- `ul UTR.ETCN Fre OtmIIQ"1 ffIk]IIefI9 am MCMecte Y IXMfSM YIER ORE YR,t`l. _ i CCNE OUR:WNL.w0 YH [CR p!l WNL NO 3N - lUR O8L V1L NO YN SPMA MA 1wCO(FdM19X dt1 WM i1Rf MIEJ W1FRW - illlll K(M1EU W1ERAl - XM fRY MIF➢WRRVL � c �I I� Hen ock SneyorAseoaetes Lvd 1' i' S OC ' cc OAPA'ER$. RAn • 1 I HW.Moore Associates,hc. I ]1/Y IIP 1 -_ ad .I _ --- 5gneers Er zI/ LSP a'L� R I/Y w SOST(T1 MA E './Y - z I%e- MAW TITLE • M1 •] Z • • 3 1 YEE EE • — ILI THE ALEXANDER FIRE PROTECTION . M R S."' EIRE MIEo uE� NL w GARDEN LEVEL scN.mru ,� IN N1RIN��TA'AL PLAN AT PENEiMT., RPL PEREI.. PI.'E E'LILERAE. • • ' \ II � i SCALE v+va a•Te -I ... •/19101 roP.wra 9rc a f1r I'liC CT rawer 2MOWO GARDEN LEVEL FLOOR PLAN F4.01 50 ! PETER Salem, MA New Boalon Ventures,LLC i BY"T(MV MA xw.�x Fn old Alexander + s Associates Inc . . . Ardvtecte and O Preservation Platners .i—I eosTON. ru. I • • �IlCilree North — eElYugc102 s SC18.1 M.G Rechh9fYCG BI.Cl2CtrrW and Fre Protection t r= urnr7�ety u.. Gray Ard tecte • • L — ArchAec / \ • • • • �I �. KW.Moore Aeeociatee,Inc. <. we 006TOK MA I , I _ ORANTIG TRLE v yr N • • z /2'ox z vz'ox • • z vz'ox TME ALEXANDER FIRE PROTECTION FIRST FLOOR PLAN ®rTgoN Rb.anbs 1 Aearc�le.Fc hU6 2 1/1' R 1/1' 1 1/l' 1 1/l' z 1/Y ua z 1/:'ea p 1/2.w z 1/2'ue DAZE 4750] MAYM 6T C4MA m PROJWT MjA D60600 ORAWIC NA�7 FIRST FLOOR PLAN F4.02 SO PETER Salem, SAA Vwkre%LLC Alrpdr + Associates Inc ede end ate,Plea ere 908TW M � I [ �-- — ! -1 end Fre Prolectlon Ergmeere • • 5' ��AT tra,Archtecte �PSPrc,Rrs rtst ft*ft* uva� Landscape A th.fe sures rw • I Hwxock Asewatee UW Sr eya•s DAfNT3j5. rnn HW.Moore Associates,Inc. .t ��Nhi1 FMON V �_� _ THE ALEXANDER P GI FIRE PROTECTION SECOND FLOOR P PLAN 5 1 I'UP 1'nP - I.UP _ _ ® la 4k...dw A-1.M SCM iT.vIDA'Db l.v 1 J vi- ? 1 1/A' I I/1. 1/4' 8CA4E a 1/2.Pz - 2 1/2•w z vzon DATE CRAM W CFEfJ� Frt PROJWT riA�P y�..�w-�w���yw� �i q AN 2160&00 -00111 F4.03 50 PETER Salem, MA New Boston Venhres,LLC 9(r TON M4 Finegold Alexander + Associates Inc Architects and Preservation Planters BOBTO . tuea Dorn, �A ! ! ! and Fre Protecfion�igneere ' urneronl rnA Gray eAprechitects ArCM. seat µA u _ H Y«Associates Lud a a W T HAW.Moore Associates,Inc. ET10W. TYP EB.OW. TW a0TOfi EOSTICK i w4A WAW T -E f THE ALEXANDER FIRE PROTECTION THIRD FLOOR .a a� PLAN } • STAIN ONE' sTni¢ GHOVE A6ov[ �'ON f 1'Ox A VE r ox r PV II I I uxD�p i 14 r ou ,'ax I' \. ,'ox ,•a,. �_ ._ ron. rox �� \ — ' pp pp CIX'£ ABOVE 3'd•' NGu 10pp I fM t'IXI •, Y BBELOW. TYP 1 * OW. 1'P W 311 d. i� BELOW, iYP I I t �_ A ��' _ 1'A _ _ .E IJ -FILII R WN 3 6'! ALL kMNA' Y -.. - DAIS DIII BY ease® Hf ZI THIRD FLOOR PLAN F4.04 PLUMBING GENERAL LEGEND ABBREVIATION GENERAL NOTES INO --------- "R 12VF HOT WATER RETURN NONE FLOOR NABOVE AFF FINISH FLOM TYPE TYPICAL ALL 1. PLUYBMG WORK SHN BE DOW IN ACCCRXI WTI E MASSACHUSETTS STATE HW 12VF MT WATER KNOW FLOOR BLDG BUILDING M VFNF MRWP1 ROOF PLUMBING AND FUEL GAS CODE. CM COLD WATER ROOM FLOOR CW COLO WATER W/ WITH 2. CAREMLLY COORDINATE LOCATION OF PIPING WIN ALL OTHER TRADES. 5-W W B111LONG DOMESTIC WATER MAIN UXpERGR0UN0E%ACL LOCA HO ]. ALL PIPINGSW DIAGRAMMATCgLLLEGATOR SHALL BE DEIERYMEp °CO pWOY(RISER)CLEANOIII WH NON-FREEZE WALL HYDRANT A THE SFIELD, A ===F=C= F FlRE SERVICE MAIN SHOWN FOR COORDINATION ONLY ON UcMN DLO °ANDY(RISER) CLEANOUT 4. ALL PIPING SH0.t BE RUN CONCEALED ABOVE CEILINGS, IN WALLS AND IN CHASES, NOW HOT WATER UNLESS OTHERWISE NOTED. DWG END CLEANOUT PETE ®FO FD FLR'R OIWN V VENT S. NO STRUCTURAL MEMBERS SMALL BE Wi WMWi THE APPROVAL OF THE MBrmI1ECI PETER li 1K` ECO END CLEWON B. RLL MING SHALL BE SUPPORTED MW BUILDING STRUCTURE. _ ====O FCD FCO FLUSH CLFPNOUi yyI Sylllggy FIXTURE NUMBER 2. RUN WATER PIPE CN TIE WARM SIDE 0'BUILDING INSULATOR.NO WATER PIPING �GCO GCO EI(TEAgR GRgGE CWNDUT PC, SD I TORY°R.VN S.N BE RUN IN EXTERIOR WAILS. P.c. PLUMBING RROUT TOR W INDIRECT WASTE Salem. MA NEW SANITARY EPING W AND MALL OR BELOW THE FLOOR/5 MOIG:fO FCO RDCR[IFAS NI NOT TO N°N-MEEZE vARO NTpRANI 8PROVIDE. DOAEBM CRAW OFFS LO WTI BALL D PIT HOSE ENO VACUUM BREAKER,CAP h CHAIN AT ALL DOMESTIC WATER LOW PgN15 AND PITCH PIPING TO ORNN. VIRE RATED PIPE SLEEYE MO SELL NIS NOT i0 SCALE 9, ALL SANITARY WASTE PIPING SHALL PITCH A MIM. O 1/11-PER FT. FOR PIPING 4"!LINGER, G NATURAL,GAS SNI ARTSANAB ABOVE iRWR CC GENERATE CONTRACTOR 1/C FOR PIPING UP TO 3". ALL VERTCK SANITARY LINES TO HE INSULATED.INSULATION AS SPECIFIED. V VEIN PBWL FLOOR 10, PROVIDE ACCESSIBLE CLEANWTS AT TIE BASE OF ALL STACKS.AS SHOWN.MO AS REWIRED, Iw Bokon VeI11UEeB LLC ======== V VENT UNDERGROUND OR BELOW FLOOR 11, ALL PIPING SHALL BE NEW. INSTALLED PARALLEL TO BUILDING LINES AND PITCHED WX5T()4 MP WATER SERVICE BALL VALVE TO LOW PMT! c . LUMONG TI CONTRACTOR SHALL PROVIDE FIRE STOPPING FOR ALL PENETRATIONS NORWICH ALL FLOCI FIRE WALLS MO FIRE GAS SE(MCE SHUT Mi VALVE 13PnegOld RATED SEPARATIONS.COORDINATE WARCHITECTURAL DRAWINGS FOR THESE AAND°PROVIDE LINK SEAL FINE STOMPING KITSF . -� CAPPED RK 13. PILLIONS CONTRACTOR SHALL SE FURNISH,INSTALL AND MAINTAIN ALL$CAFFCIDNG.NOSING Alexander + ELBDS UP IN R RISE EWIPYMT,SENSORS,ETC.,NECESSARY FOR MSTALLATO!Of WORK. BOND BUILDING UTILITY NOTES 14 ALL PLUMBING MPING XN HE SMALL SE KEPTFORE CLEAN O E MADE, WRF CCNSIRUCTpN IS UNDERWAY, Associates Inc -J UNUM WWH OR MOP ALL PLUMBING%PING$HALL BE pFHJRRED BEFORE AIN15 ARE MME. UNIM LOCCR ROUND SANITARY STORM AND DOMESTIC WATER ARS APPROXIMATE N Y •. J ME LOT INTENDED SNOW ON TINE PLUMBING DRAWINGS ARE INRXDED TO SHOW M APPROXIMATE LOCATION ONLY MO 15. ALL CONOTOXS SHOW ARE APPROXIMATE ONLY. ALL CONDITIONS SHALL BE VERIFIED AL1 OLIO Olid ME NOT INRNDED i0 BE ABED FOR EXACT SITE CONDITIONS. ME PLUMBING CONTRACTOR SHALL CAREFULLY N TIE FIELD, ALL NEW SYSTEMS SHALL BE COORDINATED WIN ALL CONDITIONS AND 1RApEi EXACT LOCATIONS I Imo. IflIIOD IQrcIEYQ =G G NATURAL GAS PIPING UNDERGROUND By GAS COMPANY COORDINATE ME LOCAT.5 AN SZES W ALL UNDERGROUND SANITARY,STORM. AND DOMESTIC WATER MAINS MAT IN ALL IELD, ALL N ID SYSTEMS AND ERE COR SHALL WI DETERMINED TI NS A ENTER qN0l EXIT THE BUILOISNC ON WE CIVIL DRAWNGS. MSE SIT CONTRACTOR, THE FIRE PROTECTION CONTRACTOR, AND WE BCSTC)NL MIO GV---- 4Y NANRLL GAS VENCGFIAPBINGEGROUND ARCHITECT IN MDER TO gBOVE GROUND ON THE ELEVATIONS NAVEEBEENLISH EXACT LOCATON AND INVERT pPPEIN TALLEDBY ME 51E CCNINACTBG.VATORS FOR ME AT ON H S MEN COMPILE AT THE STEEXACT NO WORN SNOW I8. PRION TO BID,TIE CONTRACTOR SHALL N5i THE 51E AND FAMILIARIZE NINXIf WIH ALL TRADE DRAWINGS MO ALL ASPECTS O THE WINK AND ON TN P UM NG WRAWNC SNA ROVED INSTALLED UNTIL ON C R. AND E BEEN COMPLETED AND E%ALt LCCATONS. SIZES AND ALy CONDITIONS TO WHICH MC WORK WILL BE INSTALLED. ANY DISCREPANCIES MTNEEN ME WORK SHOW ��, �H��F.N�' 4M ® ON TIE DRAWINGS AND ANY CONDITIONS SHALL BE SUBMITTED TO ME ARCHITECT IN WRITING. 8h BI8B Nott DOMESTIC WATER METER 11. THE PLUMBING CONTRACTOR SNAIL BE RESPONSIBLE FOR COOROINATNG INE LOCATIONS OF ALL VENT PIPING THROUGH ME ROS WN ME ROOF TO MVAC EQUIPMENT ALL VENT PIPES MRU INE REO'SHALL MAINTAIN ME PROPER DISTANCES FROM ALL HVAC CC..,,.�.........� GAS SERVICE HALL VNK WITH THE 4ANOL£ ROD' TOP EWWMMT IN ACCORDANCE WM THE STATE PLUMBING CODE. $N E MAL I8. CAREFULLY COORDINATE LUCAFFUN OF PIPNIC M1TN NL OTHER TACHES AND ALL CONOFIKKiS N THE SITE01 . [M� 19, NOXCTMC INSULATING FITTINGS SHALL.BE USED WHERE PALES OF DISSIMILAR METALS BLW IC. WS METER BY OS COMPANY 00FF �j ECO WK END CLEANOUT AAE CONNECTED.M°AT THE WATER HEATERS, ACCIIBTIC BBCM1ICBI,RVGLY8 BM FEB PFWBCM100 EIYH]IBpFO HWH WH NON-FREEZE WALL HYDRANT, 3/4- PLUSH MOONED WIN VACUUM BREAKER HY WOODFORD 20. THE INFORMATION SHOWN ON THE DRAWINGS 15 GENERALLY DIAGRAMMATIC AND IS NOT INTENDED LIT C)K, MA TO INDIGff EXACT ROUTES OF WIND OR LOCATIONS Of VALVES AND MUIPMEM. IT SHALL BE THE T RESPONSIBILITY OF THE PLUM81W CONTRACTOR TO DETERMINE ME BEST ROUTES OF PIPING AND LOCATIONS. �y W WATER SEANCE GTE VALVE OF VALVES AND EQUIPMENT IN CONONCTION WIM'NN COORDINATION BETWEEN ALL OMER TRADES AT INE SIGHT, l! RPBP REDUCED PRESSURE GCN FLOW PNEVEMER 21. ALIWI NEW SYSTEMS SHLLL BC THE TE EDBALANCEDAC OR ADJUSTED TO M STAFF PROPER OPERATION AND CODE COYRMM INSTALLATION A1fJYI WIND AND EOWPYENT SHALL BE TESTED IM ACCORDANCE WITH THE SLATE PLUMBING LOGE �ygA My -$� 50 NES STORM DUN ABOVE FLOOR 22. THE CONTRACTOR SHALL BE CAREFUL 10 INSURE TIMI NO CROSS CONNECTIONS ME MADE BETWEEN ME POTABLE WATER SUPRY AND _ y NL SOURCES O CONTMINATAN OR CROSS CONNECMM. H ___dcoc Aaeoaels C LC 50 NEW STORM DUN UNDERGROUND 23. ALL PIPING MATERIALS, FITTINGS VALVES UNIONS. MANGERS. EQUIPMENT. IN4µUT1ON AND ALL ASPECTS OF THE PLUMBING WORK Lud 3 yeVo,q SHALL BE AS APPROVED BY THE MASSACHUSETTS STATE PLUMBING AND FUEL GAS CODES BUTTERFLY VALVE WITH MEMORY STOP 24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS AND RCORS TO ACCOMMODATE INSTALLATION OF NEW PIPING AND OMNF4i. VG EOUIGMENT, CONTRACTOR SHALL PATCH ALL SURFACES TO MATCH THE EXISTING CONDITIONS AND TO THE SATISFACTION OF ME ARCHITECT. H.W.Moore Aseociatm Inc. ---TP--- To TRAP PRIMER WATER 25T: PIP . PROVIDE SERVICE STOPS FOR ALL FIXTURES � . -W IN INDIRECT WASTE 25. FGAS OR METERS EXACT LOCAAND MMA OREGULATIONS Gly METERS MTAH 'BE MY ME GUCOMPANY, ME CONTRACTOR SIN PILL COORDINATE WME UTILITY UTILuvinee S Nyy B CIM N.> 27. SE FINAL EONNMEG&ST a MIPPMEN GS MVIE MADE WITH A SHUT OFF VALVE.A UNION AND A gR11EC. ORT LEGS SHAH FLOOR DRAIN SCHEDULE 28. SEE PLUMBING FFMRE SCHEDULES AND DETAILS FOR ALL PIPE 5R6M NSHOWN ON PIANS.AND FOR ALL PLUMBING COHECTOW TO PICTURESCRAWNC TITLE TAG No. TYPE SME OUTLET STRAINER REMARKS MANUFACTURER THE CONTRACTOR SHALL BC RESPONSIBLE FOR ALL FINAL CONNECTIONS TO ALL EQUIPMENT RECLINING PLUMBING TOP 29. ADJUSTABLE.SELF UYRING GAS REGULATORS SHALL BE PROVIDED AT EACH AND EVERY PIECE OF GS FRED EQUIPMENT THAT PLUMBING p REQUIRES' GT REDUCTION OF PRESSURE BI C FIXTURNTRACT. LEGEND. NOTES FDI LIGHT DUI CAULK OUTLET 2" B'SOUARE CAST IRON BORT WHIM FISHING FLOOR ORNN SHALL. BE SHIM /2005 OR EQUAL. 30. ME TERM 'CONTRACTOR'SHALL MEW PLUMBING CONTRACTOR FLOOR DPNH IN STAT ESSADJUSTABLE S*RAINER, WITH ME UN SUMP AND SCHEDULES M STAINLESS STEL PRONE DEEP SEAL CRAP ]1. OF ANY SHALL CAREFULLYDETER COORDINATE BE NL UTE I'M PILING WITH THE IND CONTRACTOR PRIOR i0 ME COMMENCEMENT 1/2"LMP PRNAER CONNECTION OF pNt PLUMPING WORK i0 DETERMINE THE BEST ROUTE FOR ALL LNDERGRWNO PIPING MEDIUM WISE CASE IRON NOGY WIN FLASHING RD]R DRAIN SHALL ME SMITH/ 3110 OR EQUAL 32. PLUMBER SN FURNISH AND INSTALL ALL IMPS ANGLE STOPS,WASTE ARMS,SMVHERS.TALMECES.TIMME SUPPLIES AND NL PLUMBING CONNECTIONS F03 CALLA OLNTE* 4" 8"SQUARE COWL N.VUSIABLE Sly m. WOH YEDKIM SUMP TO ALL RUMBW°FIXTURES RECURRING PLUMBING AND M REWIRED FOR A COMPLETE PLUMBING SYSTEM. FLOOR OWJN PRONOE DEEP SAL TRAP IN STAINLESS SUER 1/2"TRAP FISHER CONNECTION 33. NL PLUMBING FIVUE TYPES AND LOCATIONS ME APPROXIMATE OKKY ME CONTRACTOR SHALL.HAVE ME APPROVAL.OF THE ARCHTECI FOR ALL PLUMBING Fl%MRE TYPES.DUMMIES AND LOCATIONS PRIOR TO PURCHASE CAST IRON BODY WINO FLANK FLOOR DRAIN SHALL BE SMITH/ DX 12M OR MA1 34. THE PLUMING CONTRACTOR SHALL CREATE A SCALE DHAWING FOR THE BUILDING SNOWING ME LOCAIKKRS O NL BACK FLOW PREVENTION DEVICES R01 DECK DRAIN CAULK OUTLET 3' 8"ROUND COLWV, STAINLESS STEEL STRNMER WIN WIDE FLANGE AND 3'OU F. AND DETAILS OF THEIR INSTALLATION METHODS. MHI E PLUMBING CONTRACTOR BULL&SO OBTAIN MANUFACTURER CUT SHEETS OF KL HACK FLOW PRGNDE HEEL PROOF MATE PREVENTION DWCES AND SHALL INDICATE ME SIZES AND MODEL NUMBERS BEING USED ME PLUMBING CONTRACTOR SNAIL SUBMIT MESE DRAWINGS AND CUT SHEETS TO THE LOCAL WATER AUTHORITY FOR APPROVAL NO BACK PLOW PREVENTION DEVICE SHALL BE INSTALLED UNTIL WRIREN APPROVAL OF COSI IRON APODY WHIM NOSHING FLOOR DUN SMALL BE SMITH If OX 1350 OR EW ALL BACK FLOW PREVENTION DEVICES HAS BEEN OBTAINED BY THE PLUMBING CONTRACTOR MOM THE LOCAL WATER AUTHORITY. RD2 DECK DRAIN CAULK GIMLET 1" B" ROUND COLLAR, STAINLESS STEEL SIRNNER WITH WIDE FLANGE AND 3.OUTLET. 35. IN ME EVENT THAT THERE ME DISCREPANCIES BETWEEN PIPE SIZES SHOWN ON ME PIANS VERSUS THAT SHOWN ON ME DUMB PROVIDE HEEL PROOF CRATE OR SCHEDULES. THE LARGER PIPE SIZE SHALL BE FOLLOWEU. 36. FURNISH AND INSTALL GARBAGE DISPOSERS UNDER ALL KITCHEN SINKS. DISPOSER SHALL BE ISE MODEL"BADGER 5". 1/2 HP, 12M, 6MZ. PROADE TRAP h DRAIN AND IH$(NL INIO KITCHEN SINK. NA APARTMENT BUILDING PLUMBING FIXTURE SCHEDULE GV�� TM No. FIXTURE COLD HOT SMM'NT REMARKS CIRCULATIONHOT WATER U SCHEDULE WATERoa WATMD": o�I rh I 1 WATER CLOSET .6 TAG Nu. TYPE PERFORMANCE ELECTRICAL MANUFACTURER ' REMARKS P-1 1/]" - J" $' FLOOR MOUNTED, 1GPT, FLUSH LMAC _ AN� !AAEc M P-2 UVATORY 1/2- 1/2• 2• 2 COUNTER MOUNTED. ROTH 4"CENTERS AND SINGLE LEVER FAUCET WINO RP-1 N-U AND RATEDDRNCE I9 GPM O 15 TOH 120. 1/3 HP TACO 009-B BRONZE BODY WITH FLANGED END CONNECTIONS KP-UP DUN MSENIKY AND OVERFLOW DUN WITH TALI PgONOE IMMERSION AOUASTAT AND WIRE TO PUMP NWE B/SHOWN UNIT ONE PIECE TUB/SHOWER SURROUND, FAUCET SHALL BE PRESSURE-BOUNCE TYPE WIN P-3 F9ER(:IA55.ONE PIECE 1/2 1/2 2" 2- 2.y GPM SHOWER HEAD, TUB DWITTER, IEMPERATURF LIMIT SHOP.MIECRN SERACE CHECK STOPS 1o_2 IN-UNE AND RARII 10 OPY O]5 TOI IM. 1/3 NP TACO 1610-8 BRONZE BODY WHIM FLANGED END CONNECTIONS, FOR HOT WAFER SERVICE PROMISE IMMERSION ACWSTAT AND WINE TO PUMP P-4 KITCHEN SOUK 1/2- 1/2- 2- 2- STAINLESS STEEL DOUBLE BASIN. FURY MODEL GRAD-35060 WITH FOUR HOE CHILLI FAUCET BY SYMMOIS MODEL 5-23-2 WITH SPRAY. SEE 5 THIS SCHEDULE P-5 WASHING MACHINE BOX 1/2' 1/2' 2' p" 1 RECESSED WITH COVER PLATE AND 2'OWN OUTLET. DOMESTIC HOT WATER HEATER SCHEDULE P-6 SHOWER VALVE MC OWN ONLY, 1/2' I/2' 2' 2' FAUCET SHALL BE PRESSURE-SAI TYPE WITH 1 TANK ATS ANC SHOWER WALLS ALIO FLOOR SHALL 35 CFM SHOWER HU°,TEMPERATURE UMIT STP, INTEGRAL GENRES CHECK STOPS. TM No. MANN M1URER TYPE VOLT STCRAGE WAT15 1 RATE(CPM) REMARKS P_) BE BY OTHERS PROVIDE M! FLOOR DRAIN AND SEI INro SHOWER FUNDS (9aIJ AT 901' RISE - $CAIS NOON-1 MAGI RNME PROVIDE VACUUM RELIEF VALVES. VETE AM MODEL M-2 BSSWS ELECTRIC 20B 65 45OD 21 PRESSURE AND TEMPERATURE REUEF VALVE, P-8 LAUNDRY NB /2' 1/2' 2' 1 2' FACT MODEL FLI WITH DECK MOUNTED FNJOT YODEL A-I SON SHALL COME COMPLETE INK OMULTRANI DOUBLE ELEMENT IPE, DATE 1 XOOM-2 NON-SIYVLTANEOUS OPERNKKi 4(13N7 WIN WHITE ENMIED SUPPORT LEGS.SECURE LEGS i0 FLOOR j i - PRODE VACUUM RELIEF wLVES, HWM-J BRADFORD WHITE BY C/E� BY 1 _0 WATER CLOSET I. - 4" 2" FLOOR MOUNTED. 1 6 OPF. FLUSH VALYE. MODEL M-1 60655 ELECTRIC 20B 6 6000 B TANKRESSDUN, SINGLEURE AND PILEMENT TYPPURE E. VALVE, HANDICAP ACCESSIBLE PGOFI.T NIUMI LAVATORY _ PROVIDE VACUUM RETE£VALVES, 27MOSDD WI P-10 1DICAP ACCESSIBLE 1/2" 1/2" 2 2' WNL MOUNTER WITH COICENLEO CARRIER SUPPORT. MEET SHML BE MENACING/MIXINGBRADFO D DATE ELECTRIC 208 50 45W 20 PRESSURE AND TEMPERATURE REUEF VALVE. TYPE WITH TEMPERATURE UNIT STOP AND SELF CLOSNG IKVE, STAINLESS SNR OND STWHA 4 NM ONLY YOpR Y-2 BOHM TAW(OUR.COUPLE ELEMENT TYPE. -- NON-SAULTAKI OPERNI MAY" N1.�3 1, I.PROAOE CONCEALED FIXTURE CARRIERS FOR NL PLUMBING NXMRES RECLINING SUCH FIXTURE CARRIERS SHMLL SE Ni RECOMMENDED BY ME FIXTURE HAMUFKNRER PROVIDE VACUUM RELIEF VALVES, 2. ALL FAIICEIS FOR PUBLIC USE LAVATORIES SIMV BE FIEND ADJUSTED TO OEINFA A MAXIMUM OF 110 DEGREES i HWH-5 M INDUSTRIES GAS 120 2DO - 270 PRESSURE MO TEMPERATURE REUEF VALVE, 1 FUND MOML 27P-25G-MX TANK MAIN. MANUFACTURERS START-UP, 3.THE PLUMBING CONTRACTOR SHALL COORDINATE WITH ME DRAWN05 FOR LEFT OR RIGHT DRAIN OPENINGS FOR ALL TUB AND SHOWER FIXTURES HWH-6 270 CM GS INPUT 4. EACH HANDICAP ACCESSIBLE WATER CLOSET SHALL BE MODIFIED WHEN ORDERED 50 THAT THE FLUSH CONTROL S LOCATED ON THE WIDE SIDE OF ME WATER CLOSET. THE PLUMBING CONTRACTOR SHALL COORDINATE 1. HOT WATER SHALL BE STORED AT 130 DEGREES F, I�V M OUANTITIES OF WIDE SIDE MODEL WATER CLOSETS AND STANDARD MODEL WATER CLOSETS WITH ME ANCHDCMM EL DRAWINGS 2. PROVIDE FACTORY STARTUP AND STANDARD TANK UNING WARRANTY v' S. PROVIDE GARBAGE DISPOSER. SEE NOTE 36 THIS SHEET J, WATER NEATER SMALL COME COMPLETE WITH TEMPERATURE AND PRESSURE RELIEF VALVE AND TANK DRAIN VALVE 6. HANDICAP ACCESSIBLE FIXTURES HAVE WI BEEN INDICATES ON ME O AWWINLS. ME PLUMBING CONTRACTOR SHALL COORDINATE M THE ARCHITECT 4. PROVIDE SAFE WASTE PMS AND MAINS FDR ALL WATER HEATERS INSTALLED ABOAP E THE LOWEST LEVEL FLOOR SL FOR ME LOCATIONS OF ALL HMpCAP ACCESSIBLE FIXTURES AND SMALL MODIFY THE FIXTURE TYPES M✓vE FOR MA CONI VACUN III CCOIDXAR+m.wpl.RARxcs N _ MKX UNI S O Y HW SUPPLY TEMPERATURE GUGE 1/ t/x'GIN SUPPLY nusN YOVNfED, CAGE PuiE �Y- RELIEi VALVE CONI TO TANK OR STEEL iYpICM UNION ELL KEY OPENING f------� FRAMING siu0 MOUNT VALVE TO UNION ELLS 1"cw FROM SYSTEM PTS D SCREW MOUNTINGVALVE NOT SHOWN J I'XW i0 SYSTEM -WATER HEATER HWM-I OR HI 1 1� SCREWT TO SND TYPICALsE1MCE STOP AS INDICATED ON THE DRAWINGS 3/1"CW INIEY J/♦'HOSE TEIAPEfG1WE AND PRESSURE RELEi VALVE%PED Salem MA 70,OF BON 1 ry CONNECTION ADJUSTABLE FULL WE TO STANDPIPE DRAM Sale l 11 M/'6 J-I/Y arP�� INTEGRAL BOTTOM VIEW WALL CLAMP TV OF MACFXNE I VACUUM BRFAXER WALL New Newo'__JJ Ventres,1 tJllpl�VOIITV vy LLC U'TO FL. - OUTSIDE WALL SPACE BUILDING INTERIOR INTERIOR SPACE �5 JN. AAA CONNECCTIONTION BOX I /) WASH SEIMCE HOUR Finegold 2*SIMMIART O VERFLOW MY TYPICAL FLUSH MOUNTED Alexander + DIRE NON—FREEZE WALL HYDRANT Associates Inc INDIRECT WASTE STANO%PE SAFE WASTE PAN UNDER WATER HEATER. PAN SXAL BE COPPER OR GLLVIN6E'J 2 STEEL OR OTHER WifRA1 AS APPRpVEO BY THE STATE BALDINGCOME TIE1'INDIRECT WASTE DRAW SEE PUN FON COMINW110N PAN SINLL BE A MORROW OF P"URGER W OIWETER THOU THE WATER HEATER IU cMeI__Jn..HY n. FIIn. Prase EI RPlameri"ARAN CONNECTWH Tp SAfE WASTE P.W I I STuN, NtA MNEIGI BBOSTpJ. MIO 1. Rf M1fA RfiA 9lVL APPLY ID M1[P RMISH WL XEIFJ K Wfll WRH III[(kkPIIOR as North 6 M YFF TKR PNl M)SME EKR PR 9H MITA&➢FIA HEn-J BI ATYPICAL WATER HEATER HWH-1. HWH-2 s ALL p ATYPICAL WASHING MACHINE BOX 9ITd Ir aniGl . FYC�100 pUl Ttgn ALL MT o suLL and Fire Prot echiCe ngwreg, LHTLETCXL NW E Gray ArcNlects VIC NON Hancock Associates Lend SIdVOyCCe D�IAM�'I M^ MAL --oo `_ cos METER BY GB COMPANY RW. a Associates,kic. CIA GS TURN AT BUILDING BY PLUMBING CONTRACTOR. SEE PIANS FOR SIZES ".TI'"""'.�..� 05LCN AV SHUT OFF VALVE BY GAS COMPANY TENANT SHUT OFF VALVE WAWNC TITLE PLUMBING BRE PROTECTION CON RISERS SHOWN NLY DETAILS FOR COORDINATION ONLY qNk CONNECTION TO Ws METER BY PLUMBING CONTACTOR,TYPICAL FOR FOUR GAS REGUUTOR BY CAS COMPANY L FIrvISN LPML UNDERGROUND LIS SERVICE BY GS COMPANY FINISH GRADE M US MIfA 1WIG6 M)UMLPrM6 9AI 4%ALR DI M RMS M N B'�Off RVNI WiRM 011 �� RO MF p MRVFp Ip AWR M N[I OS MI6 CAUrttt M RLIBG 6MwpW I'WATER t0 CARNAGE BIIIIfRNC J 9WL OYMA!RA RE ar NMY IG M f%CI I]UrtA6 M."M OO' US MIW ND MUYID W44 MD 9Wa WS M M`Ei M[IIPG W W RWWI LRA Po(16'MJIME ImRRM4� RFlg1F READOUT REGISTER YIXINIED ON ONSIDE WALL.WD I'WATER i0 ALE%ANOER BUILDING WIRED TO WATER METER. TY%CK FOR THREE V ALL TYPICAL GAS METER DETAIL yr WATER TO EkIN11RE BUILpIM 3/4'WATER METER FOR CARRIAGE BUILDING nbAervb F aawc c xpJp 1 1/2'WATER METER FOR ALEXANDER BVILDML n NREVISIONS RR PROTECTION RISER SHOWN V FOR COORDINATION ONLY I'WATER METER FOR WWRE SUBBING 1� - 4 ` FOUNDATION WALL A"CONTRACTORS WATER SERVICE TERMINATE AT 10'- 'BEYOND 1 CONTRACTORS WORK FOUNDATION. SEE IV IDRAW BEYOND THE BUILMNC FOUN HECTO SEE CML DRAWINGS FOR CONNECTOR TO CRY WATER SUPPLY 3' PROVIDE PRE SLEEVE FOR GENERAL CONTRACTOR TO SE!INTO 6' FOUNDATION FOR DOMESTIC WATER SERVICE. SEK WATERTIGHT _ e�WJF USING UKK-SGL GSKE!SYs1EY AFTER PIPE OS ONSTALIED ♦ t/ ___ _____ NONE FWNDA1gN WAl JIL FRF PHDTECRCN SERVICE SHOWN DAIS FORCOORDIWDON ONLY I 9/Z6�1 ♦'GTE VALVE MECHANICAL ROOM FLOOR TYPICAL J/A'HOSE ENO BLLL VALVE WITH DRAM C IS 3/4'THREADED MSE END VACUUM BREAKER TYPICAL 841 VMVE PRICLEBOT NAGE ttIG PL urvION WERE: ])60600 I.THE FLVMBWG CCMRMTOR SHALL BE RESPON'BLE FOR THE COMPLETE IWALL FDR OF THE DOMESTICWATER WAYAWIL NIA�P SERVICES FROM ME MdATRE WILDING 10 THE ALEXANDER WILLI AND THE fMiE WILDING 3.THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL WATER METERS AND WM07 READOUT REGISTERS THE PLUIRMIRIGS CCOONTRACT�O^R lSHALLLL BBEg5RESPONSIILBLE FCIRR COORDINATING WµTOR THE LOCAL WATER AUTHORITY FOR THE PROPER WATER ANHORIIV DM'D sXALL IRNSUREE iHI,�ALL INS�ALlA11C115O MOEEI'MTH LCCALHWAiTERE ALI IIYRE�O!INE LOCAL 3.THE PLUMBING CONTRACTOR SHALL FURNISH AND RSTALL READOUT REGISTERS IN LOCATIONS AS DIRECTED BY THE LOCAL WATER AUTHORTY AND TYPES THAT MEET ON LOCAL WATER AUTHORITY APPROVAL !PRIOR TO INSTA"TIM.ME PLUMBING CONTRACTOR SHALL SUBMIT MANUFACTURERS CUT SHEET INFORMATION FOR ALL PROPOSED WATER P�A2 METERS AND READOUT REGISTERS TO THE LOCA WATER AUTHORITY FOR APPROVAL ` /'-5'*WINTIRE BUILDING COMBINED WATER ENTRANCE azo Np p SG4E VACUUM &iUNIN O tt%CIT UNION !'CW FROM SYSTEM iE"MATTERE CRUDE 1 NW 10 SYSTEM TE D BY THE BUFFER EXACT TYPE AND PRIORUOCATYCMT PURL BE _ v— APPROVED BY RO LOLL WATER CE TER MET PRIOR TO PURCHASE AND IMMERS`IXI AQUASIAT, RELIEF VALVE CONNECTION TO TANK CW i0 B.XL)VG IH$TµlAPpl.PROVIDE WIRML TO WATER METER REGISTER WIRE TO RP-I �M—"/FAA----' a TYPICAL WATER PRESSURE GAUGE WTM ISOWKN VALVE WATER HEATER HWI 3' IMSTER DOMESTIC WATER METER. INSTALL IN ACCORDANCE PETER r}�T R M INDICATED ON DRAWINGS THE LOCAL WATER DEPARTMENT REGUUTWNS P 1 LF R ]/A'HWF i0 SYSTEM TEMPERATURE GAUPE TEMPERATURE NN PRESSURE RELIEF VANE PWEO Men EIA FULL 512E TO FLOORVAI ORNN XJ61GI11T ETFE/'1 XpF WATER CIFCULATION AAO PUMP RP-1 New Boston Venhred LLC FLOOR DOSTO . W TANK DRWn ttP' 4-SITE" " Finegold CHECK VALA Alexander + Associates Inc (21TYPICAL WATER HEATER HWH-4 Ardiitects and ALL UI TG "ALL IoreeefY bon Planters I eosTau nw ]/A' BALLVALVE WITH THREADED NDBE END AMID VACUUM BRG«ER • FLANGE M pe North CM R CHAIN E •'DOMESTIC WATER SERVICE C 5 4IGM SIULL CONFORM TO THE LOCAL WATER AU HOWY 10 UNDERGROUND - AN REQUIREMENT. MARINI NOT TO BE LESS THAN 12 GALVANIZED PIPE SUPPORT `C SECURED TC FLOOR ^ o-In fib ad Fre Protection ngReers JdtQ LBriLETCTl Flo SUPPORT SECURED TO DECK SUPPORT SECURFp i0 CECK 1.IRM WIER 9Mli BE LI[p AND NI BT IT[PLU MNG CONTRACTOR NID SAIL OR STRUCTURAL STEEL OR STRUCTURAL STEEL R APPRENED BY,DN MIR DETERRENT°SpA TO PDACWY AND RJAIAIICN Gray Architects + BRACKET SUPPORT } BRACKET SUPPORT 2,THE WAVE%ADOJI KOFF SIAL A�IIMSYLD ANT REBELL)W nE PUIIBAD O}I@ACTOR B�CB�e ND SNll W FRPRMSO B/1M MEET EUREEEW PRIOR 10 PACTAY MD IIST,NIADON A,OPBCO PIPE CLAMP PIPf CVMP !.THE PLAIENG ONTRAC'p y 1 DOOMI MIN'IE IDOL MIR DEMNOEM IBI IRE SfMal NUR MIERL FOR TIE WIER WIER ND THE RIEWIF RIDMI REGISTER R BDI AS M COMPLETE PLUM&NG%PWG y P.AMRI PI%NG MERIAM OF THE WER MIR WIR AND RpDI IS,VIOHT REGBIER IlD SEAL WILL Hancock AsmOdates ! 1lE4 OCHC6 VID ILL ASSOCHTEp N.LLNES 11B WHIG N kLM9WC[MM IN6 LBIMA Land SUnerOF° I_eTERLL LTRA�ac�r M%. oacruo wl CRUDE IDN.RHKIwI ro 3 DA Is, , DOTE.. QI3RYANT DOMESTIC WATER METER FLW.Moore AeaociatmInc. P t ao NDT fD AL ALL MP PLUMBING PIPING SYSTEMSLT SHALL BE Cwi ALLY B SEISMIC ALLY BRACED AND INSTALLED PER BECOMES OF RHE MASSACHUSETTSMASSACHUSETTSSTATE BUILDING CODE,61X fORiCN ETSAI B'Y,aiQ`1 MP sDsulc BRACING SI BE ar Taco z EISMIC BRACING DETAILS °RA NDP F ALL NO TO SGIf PLUMBING DETAILS I !' IwF HOT WATER •• TYP SWING CHECK VALVE WITH 1/F NDL£DRILLED IN FLAPPER 10 MIXING VALVE 0'CW TO SS1Eu !" 12PNW 10 SYSTEM TYP VACUUM RELIEF VALVE.INSTALL IN MULTIPLES IF REQUIRED N COLD WATER SUPPLY /6' 11DF NWA FROM SYSTEM i0 WATER HEATERS I y. 1b-RASE NORMALLY CLOSED ] 3/1"HOT WATER RETURN GT �j TYPICAL 2' S SUPPLY PIPE TO WATER HUTE TSE 3'RUC BY HUAC !' 3' ry ] \`_ Y 2. Xw(1wF�I� HW (1wF}--� _ TYP TEMPERATURE GLLfA• W !, ]' IYPKII USESPROVIDE •'CAPPED END FOR FUTURE USE LYF J TYP BALL VA •' c G t fw Ll, • lY%CAL 2'NOT WATER OUTLET(IAOF) 2' 2 :/a,. 4" rvTGL TEMPERATURE GARAGE TYP UNION O TYP TEMPERATURE AND PRESSURE y. E)'LONG PLAY TRAP Fr d AMUe T Awv Mc ]WB , 2 REVALV-EEF CHECK VALVE TREVISIONS P CONTROL ENCLOSURE ENCLOSURSURE \ TYPICAL VS SHUT OF/VALVE.UNION AND CRY ICC TYPICLL GAS SHIP ISS VKYE RETURN PCROULARON UMP I "I UNION I WATER NEATLR � 3/4- TYPICAL BUTEARY VALVE- � TEEAPFMTURE GREECE , , V !• TYP INTRA-TNM TATOR CIRCUPUMP IMMEFORI ApUASTAI ttPIGL GAS BURNER ]/4 !/,. WANE TO 1 J/f MIXING VALVE. LEONARD NI-LOW TYPE MODEL 1M-15204 TYP RELIEF GRAIN TO FLOOR DRNN D TY%GL CHECK VALVE TYPICAL 2'CW ELBOW MOUND BACK OF WATER HEATER TYPICAL STRAINER XwR TYPICAL 2'CIXD WATERINI£i A '\ SCALE TYP IXfAIN VILYE - - - HIOHE TP CHECK VK12 DAM MELH4iICAL BOOM FLOOR hPICAL UNION MECHANICAL ROOM ROOK ypbT TW CHANNEL STEEL SKIO 3/9' 12UF HOT WATER RETURN i0 MIXING VALVE COW WATER INLET TYP CHECK VALVE DRAM 6Y CVEd® BT TYPICAL EXPAIRSTRICT CC TANKRDA BY AMTROL UFACT RERS INSTRUCTIONS INSTALL 2-CW FLOOR MOUND BACK OF WATER HEATER TYP BUTTERFLY VALVE 1N STRICT ACCORNJKE DOTH MANUFACTURERS IN51RUC11g1E 2'CW INLET PT20.ECT NIAISEIi BOEt TYPIUL C#5 sHLrt aFP vKVE.U110N M0 MRr LEG ZIBDSOD 1 ALL PIPING. FRYING$,VALVES FEC, BETWEEN BE THE RANO WATER NEATER MUST BE ERACi IJRAVMs' N1ASES2 EQUE.0 I STRICT 5 ACCORDETWEENANCE FALX NGTEF. MO IN MANUFACTURERS ATURERS CE WRH THE WATER HEATER MANUFACTUFERS INSTkU110N WSRtULTIgIS 2.THE WATER HEATER DETNL 15 INTENDED TO BE USED FOR REFERENCE TO TYPES OF CONNECTIONS ONLY AND IS NOT INTENDED TO SHOW EXACT CONNECTION LOCATIONS THE PLUMBING COMWCTOR SHALL COORDINATE EXACT CONNECTION LOCATIONS FOR ALL PLUMBING CONNECTIONS WITH THE WATER HEATER, IN ME FIELD 3 TALE VENTS INROM THE ACCORDANCEEWITH STATE CODE.GAS TRAIN VENT PIPINER CAS TRANS SHALL.BE TAKEN GPNOTRSHOWN ON THE MAIL iXflWCH P0.03 r3"XqA§ FIRED WATER HEATERS WH— HW — P103 r5 O PETER Salem, MA New Boston Venttrea,LLC Fin old Alexander + Associates Inc to aml Planners osTw ' Bktn M rx NoM kr- W eaEleciriceL PI.rrb�g, and Re rotKbon Endears I'sw UP Lm2 W Y rcMw =ape $A1Al. MA r XW.w Y w. Hancock Aaeociatee LBM Surveym a' w SW w MA � [)AM'�5. e'EINE PFOTECION NNx. .oN CCC..' CHET tiW.Moore Aasodatee.Inc. 1'S1x w a MNM C W EN SFFMf,SFE CA 2'KN,up / e gUNVxLS. 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Ml: Finegold 1i Alexander + Associates Inc Architects and preservation Planners 4'W UP BITp M4 z'$PW asW w. YmW tuxes sW UP �Il wes North :•AD0 w Cco z'K UP s►ucnrw ♦•5M w AwA ♦'AW w NedFieP tectiocel gineerS ] 1/z•NN a cx M ald Re Proteciian�ngneere LR R VP 1'SIN M a KNI Aef LIfTErON MA WT I B'KNI MER UP /y, y,�y ]'SW w © �i, 1/]'NW k-NGray ArcMects V2-MM Nc decie T .'1/YuN M e r K111 MEsolar nes ^ , lw�ores Y mPy k i t cw M z sW Hancock Assmates z. .Krrt i,z'xw r�I l I• z•KNT M a 16E Lend SrveyxB I/Y VIA,a sul. a 1/x'Xx k cw ODN I N Dom,- ♦'s1x UP r - 1=____J i sen 1�z'cw M H.W.Moore Associates,Inc. 4-RAN cw Y Sw VP yN Vx �•— —_ I 1/z'IwP a YN EfQIBerB 1 SM IP k KNI RS EOSTOK AW Y SW I/x'MkCa tll i11'.w '� IqY TUPkYN i; w:N D+ [W E'IR"a SIN UP �AVTG TALE %i.Hes`eta+ox >ti qt a n M V i - .+•Yi'k4 a Y KHI wx cc yr mI e n M THE BRYANT +,vN'M&z, f,K ` I I/:•mP k v"I I @ ♦ _ J I; PLUMBING FIRST s w w 1/2".M FLOOR PLAN L.�'s� , /2'HW k CN DN x'VENrMaME � l tp'M�t CYM x'. 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H.W.Moore Aeaomatea,tic. a REMEW AL ARCHIiCNRAI,SIRUCTJI FWMRNC.ELECIRIUL TIRE FWTEnaN 11 DUALS SIgM MI$NEO NG ALL APPLICANT TO NE EQUIPMENT. Cid AIDS SIR UMNWGs.,,1.ST 11..NVIM 10 K.IINI MTM EMGEPU MERE MOROEM EnpNeiIrs THE RTAF S M CONS,nCI DN.AANDcD]N:W2 MM a."A rR. BOSTON AAP. TO EIS AR CONFLIES RRLE AMI ACCESS W]R FR INSPECN]X Of RN IWIfi%. 3 OBWT ALL KQUKD PEFNIIS Np MT A,,RES REUTED ED YYI IA F42RS.OU& CQANTMG TI1EE A FRP1OF Nl NECRLRY S"INS,FAX Eo1XFL[O N1 wAMMI As HELL AS ON WN'IKKW EQUIPMENT RUFF N01 SIAUT O ML E COMMA OR LD1!➢FUN 1$ INTUFACION SHWE MI H UUn.PPING AND EWIIYNT LOGTIGR iCq 1 A A ME sPEGIFIIENS RUT XFCEssAYT To PROVIDE coYPIF2 AND IXIEAFREMGES NEFRE iNsruuTNN. LEGEND, NOTES, waRNaIL mTEMs. 5. PRIMRS$,0 NL LWAMM NEWARK FUNUC$EWU NN 16. PECARDE 1ERIY/E SLPFCRTS INIW,/CWA1F0/WXOEN$R INDIA PPNG AT THE FCLLONTIG ABBREVIATIONS MM11pMME. .1.NIRYNS 15HW 1W*s'DIAMETER An.12 FOR f OWETER PPE; 6. Ix$rNt Nl WGM N MCOFIYMf Mx STATE AND LOIN.CW[5. t0'FOR J'&i-1/I'[EY(1Fq q(;6 FGR 3'OMEIER TSE:Y FR 1-1/2 a CMYOER TNR.5'IN I'f 3/f CWOR M. 7. 00 HNI SCNE IHS[OPMNGS. ,ME.W YFAWRFYENIS N,IF FFIp N GMAMNOIR NN NL FWPMFM AS HARMED MO AM Yl ODflf 17. AEWENUAY SPECIFICATION IW SEWEKT Of tl4.ATICN OF xR EQRMENT. TRADES G. FOR EWIPY[N SCHEDULES SR ORAWHY.'. B, NL DUCTNOTIN SHALL BE WAllFO ON M CROMAU WIND ME LATEST Ep10X CE SWGW. (�r 10. ALL INT MNR PPW$Yµl H IETTEO IN MLWENWM M H NE MASSACHUSETTS ST12 BADNG 0]Lf. It. NL PPMG HAW Fgxl$9WL WAE 3/...AT.4p LORA PCNIIS SRI RML 3/A'CRMNS. F,p A.A.a Neo.Ne.Nc ¢O]! PL'VEACN} $CNE AS NUI® DMI 4r.'3900l D"M tBY OER® BT PGD.ECE N1.EQt 276OWD ORAVM4 NMHt H0.01 REFRIGERANT PIPE SIZE TABLE raw wns) m avvsl 'I" aPi SIZ u' O AJT .-IALLY) Pin - .A1Yz 5 ART lI"LgRPI A.aaONLC MMIC.PIPE 1.wa H .I.lil z, ".l.�«x Lo a�rz Dawa AA,MP wa IXl wlr P ITER Tq DP]a5. w Rmw till Al wuvum ARAM, �A�wY'A nRRR amulet. Salem) MA AIR HANDLING UNIT SCHEDULE New Boston Ventlree,LLC slrnr 1y,m. ,).uw,A `,Al ca AIA lumen,ARTA aosTON, tia Y talk ,K M 5pRf0 (1i Ril l UJ Ill rn [iY E9 lY 4Y W 1. ♦ f)T IA1 M lIl aBl 11 - IwM[; fes.C, In �IIW wFI MI5 PNG lea ATRAT 1D e1�..TwTw m6Y.Lr.M� Finegold 6nM m! am w I,A .I m ,m lA mIR I., m ) Aw6IXg A� a mx Alexander + 6a..aP.m..n�Y w Associates Inc AIR HANDLING UNIT SCHEDULE - GAS FIRED FURNACE Ardvtel and PIP ren w,A y bon l^ m v1lw... Ill I IP[4 WI" t 1�e{veyeA I Pp�B A Iqf r°MY[E w sa5w MwuNruu mDE,I m11 o-Al oMl Al nM F , u Al1. All Mcs Heal xi l.AR B�TIX� 5M ARA, cElfl`I MdrI DdT11Vre.r, IwM) IRW MmI All n .1 ITT BE A«AR",.M....1Ll. Bytr�u��c�h-rIes North V-x ART n nA. m0 0 NFl os Iola 1/] )e 65 m sl ]00 -- A. m -- Al WO lm m PRCGY 1 TEPWSI.r,1.fDYYC Wy. strud y !cwcewvn PUAlP Ewe All To Bc PMM `tea' 'Al V-] uw) T0.wE wOm Il D IzsD o, 1015 In )e 6s sa s) .x.0 -- 0.zs 1. -- ).o ma I20 1 60 A06NWm£TIEP,I T.0X Gil LPL cwry W f�__v, .`- Mrm rz ww MCCheIYCIerMEgmer atm INT iP.xE INA. lfir0 0 05 m v 0x6 6e .)0 m0 Aro ART TO BE Ill R.DTI a.Lr end Fre Protection�rgmeera „,I . u ill 1/] le e5 )e.0 -- e0 PPoLaAWBI.E TMIMAill 0x c000AC CSL LITTLEfCN M4 III LwollrsllE PUMP Gray Archtecte La d Ar N. suet w AIR COOLED CONDENSING UNIT SCHEDULE Hancock Aseocietee , All,AI, IA A.MM I Land S.xvl oaJvazs. FAA, w Bx 6awxlsl kAh"A xu maL J rmE rA�rl .,ln , , Mrs All mwnve >so.u wet PA." - H.W.MOOT@ Aeeociatee,tIC.' sBnxD Bx - nn uu xP. w'm w ALA 1R DPE� 1py-1 yet] Al $0 F 15 IH .. PY -I/, 1-11 x[. MMIX[6[MELf 1 MlliE[MY Mt IOAq Chid Iws6 )a«Al Pl w.n1m1-m Ergleers e lIiT v NAVA VL-s SAI) rW! m-0l1 YCWO UD n .s 1m N 1n I a, m Alli[®e[CI.MWI¢IIM W)IOAQ A .mw m EXPANSION TANK SCHEDULE ¢4 Al zeAhA lawE nal .RL00.ID x0 n n Ill me 1 I/e 1 11.119 mO.WE°Z' IT rxw1a+w esu w,n eTullEx Duarmx, N .Y 1. RAKLLa6) ,..,l `,AA ,.IK ""^Al )lm,w... "�' HVAC N .., x� ARA AI.IX ASY-5 m-1.]e Till=L m BF 4AC.D All Al ., 1a, RN 1M 1 ,/. 1 1]. AT waM Dm««E� IT I TIT'A,w ' TNA M<,D "al 'Ix lex x<'aD� ' -- SCHEDULES 6mw .D, IAP wz. �mM a6m10 Al x, .1 Im :m m5 mm mm w6 PUMP SCHEDULE .RR .°, d A um-m w1 1...° xAl "I Al.Aw.v mLwm x. ,. „ 1 1w. HAIL y 10 , "i'l I; Al ITArMPr T. TIDM Rl Alw P-1] .1.1. INA A,11w Ix uxc 101 r15] m 5 /6V! Al RGl Lwx N.D s, ., "1 PARI.L6[pNF ) xarowm - me x uD An m - M6 wxml- a )' AR La ml wne -- 1x 1wE el nm a me 6 y. 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Rr-z 'PMa tlTIP Aw'wIIMf a1 Ny.[ In - 0x5 lm Ion w3> Ivu rcN uo r.mmc eae.n am)mn Ynw.xis wwr'lY u11i1 rz< x'arnaAARAos 1/e PAOi°L -1 Jaw R6Al o6wrsm All w-mL nI nm lm 1 D., auR APART Al yo.1 Rl Ill I AIRYwa m"Pil 6wv 9C1dE BOILER SCHEDULE B«w 1m1 Aw6m IwM lm wa! ,m _ on IiAl I Dx P1au DIxLn..sE wa w oMIA] All Ill Ali.rR m,w - DAIS ° c� T`uon0i ° ywnl "P° oL .JTIt.]„1 P« wLrI .u .MPs w ELECTRIC WALL HEATER SCHEDULE ] -i I.I. )50 IMPEMTEOH 6J).5 )90 rx0 t a1 B]II1P it K APKII MR MN.UrK.VTM IARRILAARM GUMU E] y. Aµ'Al mDrL XP MF 1 n'l xEwwS cweusn - PRa1DE m11xR Pu wulwsl mal. a6n1[WNm - ORAAN gy p. gy RM IT uIl uyrl r , HI SCrf)UT5 AYIIA sM1Vi BE KH1FD PCa A.Ai m WSraW.M1!w9lLNE] - e-: .ncxza lm cPAlgVti-Irw. 1. 1 fro e1 m- Al sun PillR I�awl. q,��7 ryj,� wx 1 nx.Mu. um a I Al I m -- lrl , me CABINET UNIT HEATER SCHEDULE O6 0 Will � Rill .wlnMR mI-In ..y Al .11.1r 11LC11RN M6 411MJ A T„m) "Al ,AT:1 ,rrn wet mm 1 w Am T. ART ELECTRIC UNIT HEATER SCHEDULE 1 SRANE f-IWl-m RM Em m t(0 Im im ]lI !.5 5.0 IA 1 51 ]1wMs1 yyulrNeP .Iu AR♦ OEct[[rvA1. MTl F1. I/I0 iw-SR NRLM 11[Am1Y J LKma6f W ✓M1 R T.R .l n HLwS 0NF wxl SP1R .WIIII S,IyMW � µD O6NWCcf BY«[T PACKAGE AIR CONDmONER SCHEDULE Y �° `° '°"` I..10.02 __ sum rrl Alam IM nlrn mA �iw.J]19 1A55u'afY5I IAS My WP) 1'A A IT. M ! 4J R AW IYNI Al I.4.Q I. R. Rl mprA 5Aln0 ayYt res p1 - Y0 '1 N Y 11 Y0 ED n%.,.�. ` wns .40Y.a`. m .w. A w.m..w., rax.++rui DEE IO l.DID I.z :.mo-w°.v`.:n"'.x..•. _- oqn�'wE.�a.n� . ww HK vrx s.n..w D. \ - :: .,.. PETER SHILL WATER & HOT WATER COIL PIPING DEfAL ffi a Salem, MA TYPICAL FIR DAMPER DETAIL ems— Now Boston Venkre8,LLC . ..wa pp L'a` D Ta MA —,I,.A x.�ea -77-77"1 ccaFS �•.rzx� CHEMICAL TREATMENT TANK Finegold F '� accxwc�ue oun 1p PIPING SCHEMATIC Alexander + - 7 �• � /` �..v. fL^ .°a ,., . . , - �� b Architects Associates ts Inc and �. �,,•a • Preservation Planw8 ED E— �1L� ��W® rt HOT WATER i.�+w.LEE ea NorthPIPING INSULATION StrucMd TYPICAL HANGER FOR TYPICAL HANGER FOR DIDDIDUCT STRAP HANGER DETAIL M° PIPING 3k AND SMA LERDID PIPING 4� AND LARGER mw..,aVw.or.\ A�w.. ...-d a,1,.."w•�"n..i.�,:m.cl ..I::.Ww ,�.1 r pBwY"Kx, .Qa" \'\ "'/. ..+\.+ `• - nW U2. c U ,, Inc. and Fre ProWon ftir hrreg .xIM Cray Ardtecta LA V.vwD CEILINGSEIb&gNNECTION DETAHBmd Aseodetes .., _ Ell ...,, I Land SUveYae oAroaxs, ..w HW.Moore A88ociate8,ho. CM mow. FINNED TUBE RADIATION PIPING DETAIL Evnwe oww.urt 006TOK AN - 1—,IDEDE. .,w,a HOT WATER UNIT HEATER PIPING — OELAL T :.. DI n . ..——l", HVAC uu ht 1•ubl � MTAU r - - - - - - - - - - - - - - - - - - - - - - - - - „ — - - -- - - - - - - -- - - r — - - L — — M — — —_ _ I ROOF MOUNTED UST FAN DETAIL ,-v. anowxr nmunw.wr< x ena.0 n.n mi D"-wn..n�+.xc-w B I A= nYl=rZ DEDE 4�1 VGCM U�.w� — —- , DEET R6 —_ k w 1 NEW BOILER PIPING SCHEMATIC 'p"­ DRYER ExKALI� B D� T� DErnll NOTED ED DD DRAWN RY OEC1:ID BY .IDI mm , ...,� ..p. D. . IAUNORV DRYER EXHAUST DEML TYPICAL REFRIGERANT PIPING OETAL ,�,�m,� �H4 HO.Os SO _ I PETER Salem, MA New Boelon Vendree,LLC REFRIGERANT PIPE SIZE TABLE Flne901d REE Sl E REf SUCi CIXIBENSATE IRRI rAlexandRJer + FROM UNIT(S) t0 UNIi(Si PIPE SIZE PIPE S12E PIPE SIZE RHU-1 ACCU 7 421 1/2' (2)1-1/8' 3/4' AHU-2 ACC-2 3/8• 7/8• 314 /� Q 4X11-3 A¢-3 1/2' 1-1/8' 314 SSOcia eV Inc AHU-i ALC-4 3/8• ]/8' 3/1' /rcMecb and PC-1156 ACC-5 3/8' 7/8' AHU-2,14 ACC-6 37/8 PAC-1 ALC-8 3/8' 7/8Reeyebulp IaIrm 905Tq MA. 1) CONTRACTOR SNALL PROVIDE REFRIGERANT PIPE ROM NR HWDUNG UNIT iR� TO AIR ���''L�yF.'y{'LY�-- FOOLED CONDENSING UNIT. Mee ee Nott 2)CWTRACTOR SMALL PRONOE CONDENSATE GRAN PIPE FROM NR HANDLING UW TO ME DOORS. .. E 9CE8 3)CONTRAC1pR 51WL KRItt REGfRLFR4i1 PIPE SIZE WITX YINVGALi11RER OEiOREBLW SALE ,Np WSTµLIML. Mech.D[Irechv P�I.roE18. and Fre Protecbon E'ngnExre Lin F ri N Gray Ardttede 15'.69 SNH.1 MA { {ro rn fi'IwS.R Ie'aR'xe 1NRS,R Land HenSonyAeeoaelee u14SR - 0ANN1325. lu 0 CFY - x 1{1{1R `JN- HW.Moore Asoodate8,ho. 2`A RY ID'A, A'.6SA i L i �M 10'e6YA I A _ _t BSO NB Ht{SR eo6rak ru. CHAIR W CFY -5 [RAV?G iRIF 2w U. i I 1 ® p CIY ' P50 Cfu 3515 4N ; I THE BRYANT YNON - 75 CFM G16' GARDEN LEVEL FLOOR PLAN 1.1.VamY 1E911N:5.R II IMS,R _ 11Y 12'9 15 i6 fi 28VH�-W d•6'G V' �((�J MR 'Iwsx uTA-uP 9°n110 x �(GP' Lx4YR 1.d.SR ,.Y{' _ 14x1051 G _ ,9 CGY 150 CM 150 C ,• V. 1(tM 'MA SR 15]1250 1 15115'19 •1 ]00 CIA '.50 rn x f" .W GFN r n MBXICRS p. .. i„nic.x.ger.Auoutlx FC Nq6 VFVISICNi NYSR I ({ R 10CY SCALE YSA4*-O DATE 02SAW DRAWN SY CSS S! �T NARY T� OFtAVM. NJ.�B •,e00 I SD PETER Salem, MA New Boston Vends,LLC 1� eosroN. UA 1 Finegold REFRIGERANT PIPE SIZE TABLE Alpepxa/nder + FROM UNIT(S) TO UNIT(SJ NET PIPE LIQUID RP'PE SUCTION CONDENSATE NSIZZEII DNA,, /Associates Inc AHU-1 ACCU-J (2) 1/2' (2)1-1/8' 3/4' /V Mlllle(•.t0 YIN AMU-2 ACC-2 3/0' J/8' 3/4• 1 FHu-3 ACC-3 vz• 1-1/0• 3/4• 1 Prew-vatim PI rws 3/4' AAHIACU4 3/0' ]/0' BJSTON. MA FC-L5,6 ACC-5 3/0' ]/8' 3/4' PHIACL-6 3/0' J/0' 3/4' 4 py yyl�ee1N1 Y1 PAC-I ACC-0 3/0' J/0' 3/4' 200 C, I,�' 'L � SYFucN01 1) CONTRACTOR SMALL PROVIDE REFRIGEUNT PIPE FROM AIR HANDLING UNIT EngreeFO TO AIR COOLED CONDENSING UNIT. SALEM ux 2) CONTRACTOR SMALL.PRWDE CONDENSATE DUN PIPE FROM AIR HANDLING UNIT TO 1<"x<"6R�" 14"X4'SG �I C 9'Ik ME CONTRACTOR REFRIGERANT M Cq..J.... 3J CONTNACTOfl SHALL VERILY REFRIGERAPIPE SIZE INCH FM CEF-2RN MANUFACTURER BEFORE EIECIIICBv ..a..q, INSTALLING r Cr'IFe PFOMCC�IgI CfQlleere `4 CFR LCTRe MA 50 cM VD 6 0 � sD IliT II ^ 6'x6'ER Gray V Ardteb0y 24"x6"SA 50 CFM l [ A 6'16ER FIYIMId Aseoaetes SO CFM Land Srveyare BRICK WALL EUI AM VENT EI /.mck `_ B"v4'KE I{W. e MMrKtpY . 6OWSR CFM `^h 6"eE F4�- - 36XIe)NR -0 CFM -� 1 �'M rr^ Cm 2 CSR 14-1 SR E 250 CFM 250 CFM - 50 CFM Hw A �TCYA N.A. a'x4's4 9 -® ° 1OOB'SA 50 CFM 1} 1+N4'SR 10'%6"sA 200 CFM �'. u'x{-SR WTIC TITLE CRA SA ® 14"X+"5 14,,j.-,PR' b I]5 CFM 1 - - 1]5 CFM tM C✓A 34'X6'SA G"G F, 1."%45R II --. ..._ THE BRYANT ]50 GFM 14'X4-SR HVAC FIRST Q .l 5R FLOOR PLAN 14 4'SR ..GG�� ,J5 GIM ER 618"ER MIFF ° a'm pE DC'M12 5 250 CFM M� E'•efi"FR 10 n6' q CFM 1"HWS R 1M 5C CF .1R n a P1a K" �� JS C M %C M1' 1 tt V 2 wS,R-1 II 1AG IFR 4"xIFR -} IWSiH-UP ' �Y( QFC-1 260 CFM 260 CFV 12'e8' +L L _ 9+4"KF 11 WS Ia i •+ 4 a0E 2fi X6'sA e I-+ 24 XB"4A V y2 D '(a ." a F-.6 }NW6 R L 0 6 SA 8.8" J NI,R _ xm ll E a KE z4 F � R _5 x6'_R 260 CFM f 4WiR B XI 'EA� {'ODE -H WSA /I� 50 CFM 34"x6'U —� UWN ER —® ]OO CSR`Oe 14� usA NWS CFM 24 SON II�2B VPhDN 2�Q q Cll,, .R 1} RVS.R �,py5�0I CF® �_IIW1.R O , DEf —� %fi5A CFM 50 UPRl 1{xa5fl 2W CFM A� '� 14- GFM \ "'%%%Q'kG'sA-Dn _ 10 x a5/. III 0FN*WM Ab%eM'er f Aomhme Xc 'p%e 8%45A -I%4'SA l B" ',SR 1 it 111 REVII ® sc :rM ® 1a 4'sR 14'xa'sR 200 CFM 125 C, I16'X4"sR 4a"SH 9: '4 W" yxy'SA 11200 CFM .y r 50 CFM CFM 110"xfi'Sn T 6>- t G CFM 14"NO sP 'O' 50 CFM 50 CFM � � 115 CFM 11 '14"%4"sR 14'X+SR C 200 M 200 CFM 3CMP DATE �T CYAV4N FIT Cil BY RR3T FLOOR 2 �� SCALE I/8'-1'-O' 9761 60600 NORTH ORAWIJG NU/.EI H1.01 50 PETER Salem, MA New Boston ventures,LLC egSTON N� % M 4'SR Fin old 140 C1q'x4'Fu Alexandyer + sso REFRIGERANT PIPE SIZE TABLE l O �0 kcMe s and a Inc FROM UNIi(SI iU UNIi(S) REI LIQUID NET SUCTIO CONDENSATE ORA1 6°I y PWw PIPE SIZE PIPE SIZE PIPE SIZE 6'e Preservation,flt�n I Id,IG18 AHU-1 ACCU-J 42) 1/2' f2l 1-1/8' 3/4' ] B%C'0ST, 1"' "M Ta" Nt4 so CPM'' �. lqp cM AHU-2 ACF2 3/0' ]/R' 3/I' 1 ° ".,6. uree,1oM .U-3 PCC-3 V2' 1-I/8' 3/4' 35'X12 RR �'d 'M u' AHU-a PCC-4 3/0' ]/0' 3/4' ]'m p� rB FL-156 PCC-5 3/D' ]/8' 3/4' --, Ia%4'SP ° 140 CN AIJI N AHU-2,3,4 ALC-6 ]/0' ]/B' 3/4r la0 CFM II ib CM efl8r{ MA PAC-I ACC-R 1 3/0' ]/0' 1 3H' r ry `_ I) CONOWTOR SHgLL PRONDE REMCERAM PPE FROM AIR HANDLING UNIT 1Ym 1 0.W Er�r�eere,•M' TD NF coaED CONDENSING UNIT L Mechenca,Electrical Plnbirlg, 21 CONTPACTOP SUNJ-PROwOE CONDENSATE ORNN PIPE FROM!aR HANDLING UNIT TO 14x4'Sa 14'k4'SR Med tyre Protectlw�rgrxaere '� laD COM ID'xe54 I4o GM - llrllET(MJ, AA NN Doo OR 3) INSTA NCS SH41 VERIFY REFRIGFFANi PIPE SIZE HARM MANUFACTURER BEFORE D1F-24mpE I HWS'R r IL trey Architecle ]"m ia'k4'sR 4i418h MA 6'x6"ER 200 CFM 5a CM l umd Assom..tee . . .._ 10•x6'SA Lend Suveycra s'xaSR � �45•✓MA 1__ ]'°' 50 LM HW.ITMe Associates,NR.. WEERso CIFIA 4.a 124 xWSR WX-SR FC-3 BOSTON I' 20O CM 200�M _ry 14 200 CFM14 WEIR }6'kt 2'RP - I'Tlws,R -16'x 1 O'SA ORAV TTR.E 36%la'RR 200 CM 3a"X12 RR -1"a 2SR . N 111WEIR ]y ] 2OD CM TH BRYANT 2DD LM S200 M xa S O Zao fl 36%6'FA Q �i' THE SEGO ° 36•X9'M I'MF'. •IIYIIII 14'x4.5R HVAC SECOND 2DD DrM FLOOR PLAN 14'x45R 6'x6'f R 200 C, -- 2GO CFM 50 CIM u — 2"m 7'0 1a'rfi' 1"HWS 3 t4•%10'SA s 6'm 6'm � I"HwsR FU' 2OU-IIm rra1II��I, Zap )^ M 'ER L 1 B'xa•54 5 FN 4 0 - 6".a"nc FD cD 9'mOE VDi@ �¢ L£ •, VD Fp 4D V 6VDFA DEG I' -- p 4'.PSA 14'%$' I 14'%4'58 14Y4'SR e a'KF 6x6 a'x6'H< 200IM�� 200 CFY 2�CFM 0 vD.FO q"XI .G Fp D v'HwsR vp FD.. 14 XIO 4' DE UP&D rnws.R. F 6fR C 29'x1r5A 21'Hws,R-ON 9'6 SA 6.6"FR s0�M VP GN 3'HWS P-UP I FC-] 6' fi'[F 5a F. 24'%0 '1 B'XI4' 2 H ,N I`I 5a CRA FD } 1414'SR m UPSON tI NwSN 36+X 250 CM 36'%12 RR JHW3.R 5R 24X65A OEI 2 2'RR ]"° ]yI mFNey,l]Abnuger ae 1c F4'6 2'NWS.R 200 CM 6®'NE ]m ^:yl ].m I10'R6"sA-DN Eh0 CM '.+ace 24"%6'SA 4N41IR J-0 .4 1]0 LM 4X458 ''1i'k4'SR 550 CFM ]° 450CFM m � U'%4Sfl iq'%4'SPIJO CM 14'X4'SR 14"%4 SRI l4'%4SR1)0 CFM50 CFF 200 LFM 200 CM 200CM5a CFM"HWS,Rry N'EE 9JB DUCT DUAL 14•X4'5R 14%12RR FOR DRYERE%NAUST VBY'{l 17 D 11 3fi"Xfi RA OUCMURN INSTAUJOOi. [1ATE d/1mJ01 ORANM BY tlEd® BY PROI NA,0132 TI606W SECOND FLOOR REFLECTED CEILING PLAN N SCALE /I6'-I'-O' H1.02 50 : NEW FRAMED WIRE SCREEN �Y �4 (INTAKE AIR) NEW FRAMED VIRE SCREEN P 1NAr11y T (EXHASUT AIR) 11 .RLf\ INTAKE PLENUM EXHAUST PLENUM 26NIVAIR INTAKE 26'x12'EXHAUST AIR COLE➢CDN DEN SING UNIT _ �1RB_B—rBR (TYPICAL) SUPPORT EQUIPMENT WITH UNISTRUT 8aWm MA 26-rt12-EXAUST AIR 26'x12'INTAKE AIR Nw SWon Venk es'i IIISGTCN. KUx AIR COOLED CONDENSING UNIT DETAIL Flnegold Alexander + Associates Inc Ardtedaend Preeervation Pkitttera REFRIGERANT PIPE SIZE TABLE EosTM K FROM UNI1(Sf TO UNIT(S) REF LIQUID REF SUCTID CGNDENSATE ➢RAI ree North vIPE SIZE PIPE SIZE PIPE SIZE A811r11CtVRl AHU-1 ACCU-I I (2) 1/2' (2)1E-1/8' 3/4' uVeer�� AM1-2 PCC-2 3/B' Z/9' 3/4' s AHG-3 ACC-3 1/2' 1-1/6' 3/4' WON AHU-4 ACC-4 3/8' ]/8' 3/4' F � FC-1.5,6 ACC-5 3/R' 7/8' 3/4' U—�p}�---,-r AHU-2.3,4 ACC-6 3/B• ]/B• 3/4' Cbctncel Plirbng, PAc-1 ACL-B3/B' 7/8• 3/4' BOE Re Protection Engineers 1)CONTRACTOR SH4LL PROTOE REFRIGERANT POPE FROM NR HANDLING UNI LIPOET� M.0 TO NR COOLED CONDENSING UNIT. Gray Architects 2)CONTRACTOR SHALL PRONOE CONDENSATE DRAIN PIPE FROM AIR HANDLING UNI TO LBIbBCBfY Tri�� ODOR, 3)CONTRACTOR SWLLL VERIFY REFRIGERANT PIPE SIZE WITH MANUFACTURER BEFORE Nddec a8 INSTALLING. S4,LEN't AGA, HarmdC Aa90Clafea Lard Surveyors 0L�aA wNtM 1)OT SEE DETAIL FOR DUCTWORK SIZE, il, ft Mo"Amiciatea,Inc. 2>CONTRACTOR TO PROVIDE NEW SCREEN WITHIN EACH EXISTING ROOF VENT, it Cw EACH VENT IS APPROXIMATELY 50 FEET LONG. SEE AIR COOLED COIDESNING UNIT DETAIL. 31 CONTRACTOR TO PROVIDE 36' DEEP PLENUM BELOW Ergn6BEB EACH ROBE VENT. SEE CONDENSING UNIT DETAIL 606TCR IM O CONTRACTOR TO PROVIDE V CONDENSATE BRAIN FROM EACH AIR DOMED CONDENSIGN UNIT TO THE OUTDOORS (EACH APPROXIMATEYL 75 FEET) MAI TITS THE BRYANT I HVAC THIRD ww" l FLOOR PLAN 250 GH1 W 6➢ ] I D cFn �r„(7.i B'X4$q CM IHIG ACE AL-6 (HI V_ B ; ,Sp HIGH6 (HI (HIGH6 (HIGHL AL-5 SD CHIK4'SR � 6'R LOW) LOWJ LW) LOW) II-01) 6'x6'ER vH _ SD DFM 'A AC-6 A1-6 AL 6 AC-5 (HIGH HIGH6 IGX (HIGH IGHL 6•s6'ER LOW) .W) LLVJ LD1) LOW' 50 CFM 6'0 eEK,INA Axocwba'IF Fc NAb' 4D '5 ® FEF V ITCFM � VD 6.0 500 CrM CFM. �... 4'el n'LA "'OTHRE- X..SR, 3'HVS R WI UP iHgpUGN POOP. 14YlSR W CM 6'.6'VD Ie'.14•.A * P-fez AIR B'X6' m 3D P£N EXTEND 3 ABOVE 2`A CM 6'x6'ER - SEPERATUR a-1 FO 10'mFWF m- - ROOF LINE WITXW 10 50 CFM F HVSR EHF-1 1 BR45R DEF EF- EF- W-11128-2 p0 CFH - Ali 21'v144'.1V ).• ❑ 1 IL III 24414'DE : LVE-DV LI UP TO ROOF _ 'WIXEEUE-UP L VENTILATOR Ua-1 ID'OFWE - -- UN-1 94.40-DP UP TO 1TO ROOF ISI UP TI ROOF BucTEH RODF.YENTILArOR VENTILATOR29'. ROOF VENTILATOR TO ROOF VENTILNA-UpATOR INTAKE py4'Sq DALE /I Nl4YR IS'xIVEA-UP TO 2W CER -- -- 4t2W07 2%ON ROOF VENTILATOR EXTMUST m DRAWN F]Y CYECR:Efl et' PRO.ECT N1.i82 27605 ORAWNG NA4Ht H1.03 so -- PETER SII AIR COOLED CONDENSING OMITS [1���� TO BE INSTALLED ON FIBERGLASS EQUIPMENT SB�eRl1 MA SUPPORTS (TYPICAU PCCU-3 PCCG-9 PCLU-3 ,(„.,p�� ��y.�yp 1 1 1 �BWon VOIIIY�LLC 1nIT vENT BRICK BOSTON A44 I2'x4'SR 12'v VENT m BRIC K 75 CFM 75 CFN CFM G • BRICK VENT �. 1 Inegold 6•x4'$R VENT 4'm 5D CFM ^ _ _ _ Alexander + EF-1 6. - T L �12'x4'SR Associates Inc fl 125 CFM B.4 EA IBB LFM BRICKSP VENT by��p1���.,.BRICK r1�Bton Ipv CVENT I G'xB-SA-ON Il SUPPLr AIR- a stuckral I'IOfdl ' vP'BN Btruclvei ® 24• t�2'RR - SALEM rB z4•xIrRR �a-xa'sn-uP $gl$r6 N.4 14"WSA d W - 12'EICx4•SR 911d FfFfL a Rotedion re _ LIERFFON NA GM 4'xalsn-ON 62p Gray Architects- Q L acM e CP - m - -. it SA184 AAA `Irx4•SR I2•x4'SF IOIMVI.F. R ABBOCIBtBB 7-035 CFM 75 OEM Land Surveyors OTEI D4Nv8iS M4 0 _ Cc u ro oNTRAeR SIW.L PRONDE A•PVL 9-UE AND 4-PVC `' OMOUSTION NR FROM EACH GAS FURNACE TO THE RODE. RW.Moore Associates,Im. -1 CNN I2'x4'SR I2'.4'SR i• 12'x4'SR 4' 12'xSR REFRIGERANT PIPE SIZE TABLE Elgneere 75 CFM 75 CFM 125 CFM ¢5 CIN BOGTCMI MA - FROM UNIT(S) TO UNITS) REF LIQUID REF SUCTION CONDENSATE BRA[ PIPE SIZE PIPE SIZE PIPE SIZE AHU-I ACN-I (2) 1/2' (2) 1-1/B' 3A' GQAWI'r TITLE AHU-2ACC-2 3/B' ]/B' 3/4' FLOC PSN NORTH AHU-3 ACL-3 I/R' 1 1/0' 3/4' HVAC McINTIRE EFFAHIN ACC-4 3/B' J/W 3/4' IC-ISG ALC-5 3/B' /B' 3/4' BASEMENT AND AHD-23.4 ACC-6 3/8' ,/B' 3/4' FIRST FLOOR PPC-1 ACC-B 3/8' 7/0' 3/4' 1) CONTRACTOR SHALL PROVIDE REFRIGERANT PIPE FROM AIR HANDLING UNR PLANS TO AIR COOLED CONDENSING UNI. 3)CONTRACTOR SfNLL PROVIDE CONDENSATE DRAIN PIPE FROM AN HANDUNG UNIT TO THE COORS. 3)CONTRACTOR SHALL VERIFY REEDGERNNT PIPE SIZE WITH MANUFACTURER BEFORE INSTALLING, - ®FnepolJ 4k�eriCr 1 AaettMbv Fc 3JC9 Cr PFU-3 ]5 CFM 12'x4'SR 12'xa'SR 75 qY T- C, 100 CFM '1a"%1D"RA J'm ?-0 IG'%B'SA.UP ® 3m Tx 34•x1 P' RA-UP )0 RA-UP "'x24'RA ® WXE SA-UP a Dv) / SCAIF I 3a•xi D's F771 14W 1 CUP-IO 4/TYO> EIRANN BY qEQ® BT NOTE: Ri0'E(•T H/aEBi - m Iz•xa•SR CONTRACTOR SHALL PRONDE a•PJC FLUE AND 4'Pvc '�ZC� 00 CFM O 1 OMBUS110N AIR FROM EACH GAS NRNACE TO THE HOOF. - ----- - - /m 1 ORANHG NIAEIBINR I2'x4•SR 12•x4•SR 75 CFM 75 CFM BASEMENT PLAN NORTH H2.01 so VENT VENT VENT PETER VENT VENT VENT e'+4'EA Salem, MA \ 12"WSR ;2'x4'SR I2 WIN La TO CM 100 CEM 5 M EWH-1 New Boston Ventures,LLC ]m BOSTIZK MA o To INN ATTTIC Finegold 4'm 4'm 28-VOFs Alexander ,a'Ka�. Assoc) sates Inc E . 3. "%B 3, 2 ,a'�. ,0 Ka R'%R'SA Arctwlecte and ]'m ]' I Preservation Plerwlera ],0 EF-1 EF-1 EA.$' FQV M4 J0 17C CFR fi m 175 CFM 171 -,FR Structures North /s cFM 50 CFM ]s CFM - ]s :FN Shidural 50 CFM-' G�.�.�. 7'P 50 R EI�'.eef8 50 CIM ' _ SA18.5 MA ]5 CIM EF ,004CFM -FV Ii cO aCSM COMBUSTION NR ROM FACX 4.PVC REEµD MO{.1Re P EIBCM1IC�Pv1ury EXy 12+4'sR Tc -FM NOTE: end Fre PrOiecfisn a a'PVC L1TTItT(.Yy Mq GAS FURNACE TO THE ROSE. - tray Architects `A Pe 5418.1 MA REFRIGERANT PIPE SIZE TABLE Ey��,�1, NORTH FROM UNIIIS) TO UNITS) REF LIQUID REP SUCTIO CDN➢ENSATE ORAI ' FIDIILAA'F`Aseomates PIPE SIZE PIPE SIZE PIPE SIZE Lend Surveyors AEU-1 ACCU-] (2)1/2' (2) 1-1/R' 3/4' DAM'EQS. MA AHU-2 17CC-2 3/8' 7/8' 3/4' AHU-3 ACC-3 1/2' 1-1/8' 3/4' RW.Moore Associate%inc, THIRD IiRO WR PLAN AHU-1 ACL-4 3/8' ]/B' 3/4' Ow 'C-11516 ACC-5 3/8' Z/ 3/ ' 3/4' 3OST NL AHU-2,3 4 ACC-6 3/8' )/8' 4' M4 PAC-1 PCC-B 3/8' ]/8' 1 .14- 1) CONTRACTOR SHALL PRONIOE REFRICERIM PIPE FROM AIR HANDLING UNIT TO AIR COOLED CONDENSING UNIT. LRAWNG Til 2) CONTRACTOR SHALL PRONIX CONDENSATE IXWN PIPE FROM MR HANDLING UNIT TO HE COORS, HVAC WINTIRE JJ CONTRACTOR SHALL VERIFY REFRIGERIM PIPE SIZE WITH MWUFACTORER BEFORE INSTALLING. SECOND AND THIRD FLOOR PLANS BRICK BRICK VENT VENT BRICK VALE a "N 6'xa'SR 6's4'SR 6'z4'SR VENT VENT 1J FlM sG LFM }. rm 51 IFN 51 CFM aro C10- -Y- - 14'%e SA-u.ku. 'PDL •. —- n \V` EF-, QEF-1 EF-1 j 12'r4'sR Flrag Aexr 1AqKx41w Inc 2W0 i RENLAJHB B _ "0 B" 6'0 12'x4'SR 12':e'Su 12'x4'SR12'.4-SR SCALE :GG CFM LGL O N '"."sn e'."SM 75 CFM 75 CFM /44'O' 100 CFM Cr NOTE: DATE CONTRACTOR SHALL PROVIDE 4'PVC FLUE AND 4'1V 4/Tj/Ol COMBUSTION AIR FROM EACH G FURNM'E TO THE ROOF. OFtAWN 9Y C'IECl81 9Y FGO.ECf tiJAISIBI2 NORTH 960&W I ' — DRAWNG Hll.�l SECOND BOOR PLAN H2.02 - - - -- - - SO Salem, RFFkIGERANT PIPE SIZE TABLE L Sal'I, MA fR IRON 11NIi6) TO UNIit S) REF LIQUID SIZE REF SUCTIO CPIP E SIZE TRAP PIPE SIZE PIPE SIZE 3/4' SIZE t2 IT, ,R /� J5 Of4 New Boaton Venhres,LLC AHU- ALCU-J 2) 12' 7/ 1-1/9' 3/4' t2klY9 - II}BY1 AHU-2 ACC-3 3/B' - 3/4' AMU-3 PLC-3 1/e' 1-1/B' 3/4' � EKlSTON. M4 AMI-1 ALC-4 3/2' )/B' 3/d' 22412'5/ - p'yq'y-LN FC-I56 PCC-5 3/8' Z/B' 3/d' Flnegold PIOU 6 PCC-6 3/B' J/8' 3/d' Finegold PAC-1 ACC-8 3/B' LB' 3/d' Alexander + 1)CONTRACTOR SHALL PROVIDE REFRIGERANT PIPE FROM NR FANOUING UNIT 'RYIYR I'I pp yi TO AIR COOLED CONDENSING ONE. 75 CM 12'MI"yV /4tiSOClateS Inc 2)COMRACTOR SHALL PROVDE CONDENSATE DRAIN PIPE FROM AIR 14NDLING UNE TO 1 75 CFM' VEVA_-_J40 THE DJJRIL I Architects ])CONTRACTOR SHALL VERIFY REFRIGERANT PIPE SIZE WIN MANUFACTURER BEFORE EI Pree anon 1 lanro 8 INSTALLING. BOSTONTO IJ.4 �.d Mea North 1'1 WNL VENTS y A Ec I AHU-4 TO BE B 4.0 INSTPLLEA 6'x4 Sx 224ffW 0 LN BML &B� neerII I I end Fre Protection ffngijneere '24'v24'NR _ LETLEFIIXJ MA NOTE. yit���y CONTRACTOR SHALL PROVIDE 4' PJC FLUE AND 41PVC Gray Architects SECOND FLOOR PLAN COMBUSTION AR FROM EACN GAS FURNACE i0 THE RODE. � C^Q SP 8 Hancock Aeeodatea Land&mycre DANI M4 RW.Moore Aeaomtes,k. Ow e eOSTOKeraK Fu. DQVNY 6 TI HVAC CARRIAGE HOUSE let + 2nd FLOORS WALL VENTS 1ZX1'SR IYR1'SF 5D Wu mD cw J• 10'MSYV _160 Lf4 V 11 IIlBS1-UP eOFYep Ale.vubr a'P.—M.Irc ZIXR 7'1 6'P4"52 . 55 CN k45R b 2 'Sfl I- CM J"m 1" Gfy 1 IY F E -I WP'..I YsryS ' JDALE ¢u < DATE FIRST FLOOR PLAN DaAAN B. "E°® BT PRI NIl.EE14 V606S)C) NILIVEER H3.01 so PETER Salem, MA New Boston VI LLC EgSTCN MA Finegold Alexander + Associates Inc Architects and Presmation Planners 6 TON. tnn 8hsokres North SI Ensilexe SLLaA M BLW E,�f8, ,tIC. MKh el P1 M F3rbvg, Bre Prate icn Ergneere I, IfTRETp1 ran Gray AroMects ArcMecte LBtl '2r. '. sarya Nu. Hancock Asaociates Lend Srveycrs DArJMa2s. Mn. HW.Moore Associates,Inc. Cid E-IpiM:ere BOGTQl MA 4-0 12-A'.> 1216' B' •• °� 12"x61—�.-�_-�—-il3 v WA1 V'NT .a 41PPLY SUP161,1' SIPPLYSUPPLY.�. DRAKTIG TITLE 1z".e6'sa w uP v'x6"sA m in 1Yxe'u DP NP 12'xa"sA HVAC ALEXANDER GARDEN LEVEL EE_1i t 4. FLOOR PLAN E_I WNL VEM E 11 6.46 v4 6M' iM 50 CE [M 50 RP • WPL.VFNT I'n1 <'n1 14'vl' Ili 11'vl v 115 CfL �e5 LEN 145 CEM 115 CEN ry/./ 0'. 6.vA 6'0 B•6 0'6 i (q.J ' 6•e �CfY I 6'a I Yvo i II 50 6M °` ( ;t �•. so6aM "�— wuL VENT ®F .'A..o<w1«m mob waLL vm 6,0 e•6 � X4',4• � _. u•.4• 11'vt 115 cM l4s CEM 115 CEu _ _10.5 CEM i. _. L__. ACCPP ACCUQ ACCU-2 IBJ ACGU-92 : SCAIE VAN'O' DAIS iF 4123W DRAVRA BT (1ECIC® B! REFRIGERANT PIPE SIZE TABLE III' FROM UNITS) TO UNIT(S) REF LIQUID REf SUCTIDN LONHENSATE 4RA1 R6�.Ef:T it l P[PE 312E PIPE SIZE PIPE SIZE � � AND-1 ACCu-2 I I I, ¢) 1-1=- -,-/! -Ve• 3nIX2AWNG Pll.18i AHU-2 PCC-2 3/e' ]/B' AHU-3 ACC-33/d' AHD-4 AC1-4 3/R' 2/0' 3/4• I. FC-1,5,6 ACC-5 I GAGA 6yy6��E���,ry1 ��6y�� AHU-2,3.4 ACC- 3/e' 9/B' 3/1' EN LI VL PLAN _ PAC-1 ACC-8 3,8• 'ROM LING H4.01-- 1) CONMRACOR SHALL PROVIDE RFfRIGEF.WT PIPE 'ROM NR HANDLING UNIT - H4 01 TO PIA CWIED"RO IOE UNrt. _ R)LONIRAORS.SN4L PROVIDE CONDENSATE URAIN PIPE FROM AIR HANDLING UNIT TO HE COORS. 3)CONTRACTOR SHALL VERIh REFRIGERANT PIPE 512E WITH IA4NUFACTURER RUCKINS INSTAWNG,NC. S0 PETER Salem MA New Boston Venhrea,LLC i i Bosrola AR, Finegold I Alexander + A �sys �ocia -t �es Inc WNL VENT 4Y WALL VERT 4'. ALL VENT IVI .ILI .1 VINI a"m WPLL VLNI 4"P WP'I VENT 41 WALL VEM AmM _ eI dN Preeervatwn Planners Bos*ol�t rou 1214'91 12111'R 12'v4�R 12'v4YR I3'vISF Y 12,011 1214-5fl 12'14SR �e ee 4-M Yl IED CFM To C'M 41 40IL SO CM 1ED CM ICO CRA 'I4Y 1W CM 1N CMSAL I MA 8 BLW Inc. vid Fire Pe I leclrcel Plurbnp end Fre Protecfion ffngileere LTI-ETON MA 6' 6' Gray Ar dtecte Lends r J Ardtilede SALEM M4 Hancock A watee - _ Led SurRIP e EF-1 FF-1 F-1 Ec-I 9'v<' DMfvH:S. MA 614SR ('v4SR Di CIA 81 CEN w rn..' w cM w cFN w rn �E�{fhW..Moore ABsomtes,kx. L- 2 4iI'D W14'SR125:3M 125 CM fi m 6Y 125 CM ' MANING TiTIEBS-0N'I AXII-2. )'o AEU-2 1?'FI-CP APD-2 0 1HVAC ALEXANDER RA 1R1eRA RRST FLOOR Jw PLAN 24-134^RR 2.r,L-RR 24'T'RR 262''RE LOW) (LOW) (UQU (� r4'ER 1(x,'RN 125OP ,41fRR � 125 RN 125 CFMi 1125 CN r R'I 5b CI I�`I\ / I R♦ ®rine}tl ALFA m'I A0-41.Irc 2P'e 1414"SR 12E CDR M_ 114$R I 11414'$R -125 LYM 125 CM ,25 CM L -125 CM _ NDTE: CO SHALE PROVDE 4PC FLUE AND 'T COMBUSTION NR FROM EACH GlFURNACE THROUGH'THE E FEW SYSTEM SHLAITIBE INSTALL STRICT ACCORDANCEUH MNRES MN51UTECK 2) H ANEUREGISTER SHALL.EDROVED ATEK A REGISTER A7TENUATOfl TYPICAL OF VIBRO-ACOUSTIC S V1Y'{1 DOTE 123101 REFRIGERANT PIPE SIZE TABLE DRAM 4-n' tlII BY FROM UNIT(S) to UNTi(S) REE LIQUID SIZE REF SU SIZE CONDENSATE SIZE ORPI PIPE 2' PIPE SIZE PIPE SIZE AEU-1 ACLU-] 11 12' 7/ I-I/B' 3/4' FT7i .E(.T NLA�i AH2-2 ACC-2 3/B' ]-1/ 3/9• AHU-3 ACC-3 1/u 1-1/B' 3/I' ANU-4 ACC-4 3/6' ]/6' 3/4' GRAYING NA�i 'E-"'O6 AC[-5 3/6' ]/9• 3/0' 4HU-2,3,4 AC[-6 3/e• ]/9' 3/1' FIRST FLOOR PLAN 1)CONTRACTION SHALL PROVIDE REFRIGERANT PPE FROM NR HI UNIT TO NR COOLED CONDENANC UMF. 2)CONTRACTOR SHALE PROVIDE CONDENSATE DMN PIPE FROM AIR MANCUSO UNIT TO THE DECORS H4.02 3) CONTW70R SHALL VERIFY REFRIGERANT PIPE SIZE WITH MANUFACTURER BEFORE INSTALLING. — SO PETER Salem, MA New Boston Ventures,LLC M I Aeld xan µV_2 M„2 µG_2 .12Alexander + 20x10 0110' 20110' tlD' Associates Inc Architects end� 2412 R 8-18.0 t 1 eemation 1 Tamm (LN) D ST(lR MA H445R 11:1"SR !1129124'B 14'.45A I. (Ow) Pn ��y�� 120 GM 12c CM QPY) 120 CN 130 CM WWIW ee North 24'-21 VR Structural (We) Engneers SSP MA SIPPI 09112' B'�I2' [LW (r e,Inc. pPPLT SUPPLY SUPPLY SUPPLY u Bm r. IF UP rm ra uP Mechali0 icel PlurbYq, and Fra Protecian Ilgneere 1 \ /ur�TtE*at I.+n��y If 4*9, l4'.1'Se, I(.4'SR _u 4i ` " 11•.15Rj _ Gray Arddects 120 CfY 120 CIL �. 120 ON 12D P1 Landes �V ArWtede tT__L 'L_.'; StMFid PAA Hancock Aeeoctatee Lend Surveyors Da 5. MA �I H.W.Moore Amciates,kr. Crd EReieers . r E3DSTOfl Na 11145R 1° I ]° 11.145P !aSA ° - ]m 11.4 prtAWMG TIRE 120 CN UA CF4 IF PN 120 CN HVAC ALEXANDER SECOND FLOOR PLAN i 14.458 I i 11'.4SR ° ; ] 14.8 SR 120 CN 6.<$A 6'.4TA IID CN 120 CN i N,CIM 6.IYP 120 CM 50^N 50 CN 50 CIM J G;_( fr I Er.l � EFI Ei-1 " w145R Ifa45R lll - IIII"(. . IIS4sR 120 CN - - -1u11%R 20 CN I 12C CN- - I t -j J J I._ _ -120 CFY m M Abnugf.l Aucaux Mc tTl6 r P _ rt NOTE: 1)CONTRACTOR SHALL PROVIDE 4'PW FLUE AND 4•WC COMBUSTION AIR FROM FACH GAS PDRWFE THROUGH THE ROOF. SYSTEM SHALL eE INSTALL IN STRICT ACCORMNCE 'h MANUFACTURES WRITTEN INSTRUCIIGN. 2)EACH RETURN REGISTER MBE PRW IDEO WITH A REGISTER SOUND ATTENUATOR TYPICAL OF VERDI REFRIGERANT PIPE SIZE TABLE SCNE Felin Uwli(9 TO UNIT(S) REF LIQUID REF SUCTID C@JDENSATE IXtNI i Mqy,� PIPE SIZE PIPE SIZE PIPE 512E AHU-1 ACCU-] (2) 1/2' (2) 1-1/9' 1 314' 1 I DATE AH1-2 ACC-2 AR-3 A¢-3 1/2' F1/B• 3/4' AR-4 Aco-a 3/6' )/e' 3/4' DI2ANPJ BY PEq® <R' FC-1,5,6 AHU- ACC-6 3/8' ]/e' 3/4' PAC-11 ACC-8 3/6' ]/6' 1 3/4• PRO.EGT µJeEg2 1)CONTRACTOR SH PROVIDE REFRIGERANT PIPE MOM AIR HANDLING UNIT Z1� TO NR COOLED CONDENSING UNIT 2)CONTRACTOR SNM1 PROVIDE CONDENSATE GRAIN PPE FROM AIR HANDLING UNIT TO — DRAV11�a Nht� THE COORS. ]) CONTRACTOR SHAl1 VERIFY REFRIGERANT PIPE WE WITH MWUPACIURER BEFORE SECOND BOOR PLAN INSTAIIINO H4.03 SO PETER Salem, MA ICCs 2 SEGx_2 AL2 wEII New Boston Ventura,LLC I I BosTary �A A R pfp ;4',4v_ ��ppp sR Fin old 3 -t '- 41 1 W w C. u� �I Y t'1i -IM cn III )I ' Ip , - - ,w CO, p(7 3-CA H f I 1�3 P 3-6. IT W i Iii 3'6'= HIGH eg KNff-W Y + I l F H Kr.EE-WALL I R Ir E-WALL r l i P[ I,I II n Alexander eaow. )Y III I I �I BEww, Trp �.° .ISI Ili eaOw, rrp 7 •0 Associates Inc SOPPIY S,IPPIY � SUPPLY oowN Dovm Dowx I Architects ecte B PI'aervatlon Plannere 3trucareal a North 4'L I4'6 FjLiliBBrr I , SI MA, W CE and Fre Protection�ngineerr I.CM VE STAIR PBJVE .[STAIR A6O 6'n1'SR 614'Sq7 L _.. _ � LITILETCN MA 6'.4'sR II� `A CFM So CFY ♦rye-J- (^0 I.- � EI-t H I OfkiEF-1 r.'c I-a /f NrIGI.Io I�12 i6' ,2 nB' 't48 'I 0" dd Ct8 SA t AA HK=&Aeeaaeta s a 6'° s'o firo lend Surveyors Dom. MA �I � a E188OCIflta,Inc. - I 9�I' III III BOSTON, AAA IOGE OR ABOVE AIMG TALE ICp'3R fiO4F 6n45R b'04'SR IAL'45t GN x o ry 333444 _r D TN OF HVAC ALEXANDER 3'-6'= HK#4 IL-HII l4'.4TR KNEE-WALL ,50 CN 3-6"- WGH 150 CIM 3'-6'= HIGH THIRD FLOOR FB0W. T1P - EI WTTI= E;10'✓J,WTP 1i PLAN I ' r f lA�c �17FARD FLOOR PLAN �J E SCALE, OTE ()CONTRACTOR SHI PROTOE 4' PVC FLUE AND 4-Pvt COMBUSTION MR FROM MH GS FURNACE THROUGH THE RWF. SYSTEM SMALL BE INSTALL IN STRICT ACCORDANCE WITH MANUFACTURES WRITTEN INSTRUCTION. 2) EACH RE1JRN REGISTER SHALIE BE PRKWHDED WITH A A—,,,,,REGISTER SOUND ATTENUATOR TYPICAL OFF V BRO OBC3 ®FMytl AkOUEa F Nc k0.tl RBE'13ONS REFRIGERANT PIPE SIZE TABLE FROM UNIRS) TO UNIT(4 REF LIOU10 REE SUCTID CONDENSATE DRAT PIPE SIZE PIPE SIZE PIPE SIZE AXU-1 ACCU-Z 121 I/2• 21 1-I/8' 3H' AHIPCC-2 3/8' 7/8' 3/4' AIU-3 ACC-3 1/2' 1-1/8' 3/4' MILLI ALL-,1 3/8' J/8' 3/4' PC-156PCC-5 3/8' J/8' 3/4' SRI ACC-6 3/8' J/8' 3/4' PAC-1 ACC-S 3/8' J/B' 3/4' I) CONTRACTOR SMALL PRONDE REFRIGERANT PIPE FROM NR HANDLING UNIT TO MR COOLED CONDENSING UNIT, 2) GOHTRACTD2 SHALL PRONDE CONDENSATE ORI PIPE FROM AR HANDLING UNIT TO 4.SllE THE DOORS, V4NE'0' 3) CONTRACTOR SHALL VERIFY REFRIGERANT PIPE SIZE WITH MANUFACTURER BEFORE �� INSTALLING. 4111 ORAFMM BY 0-11S�KE!E) BY FN4 .ECT PLIMBER T60WO EMA.MR2R MAS2 H4.04 GENERAL SPECIFICATIONS FIRE ALARM NOTES FIRE ALARM SYSTEM S O RECEPTACLES AND OUTLETS FIRE MMEETTENS UP THE CO TRANCT EXAMINA«o-RORINGS 1.O ME 1 REWwTHEAS OW RE UI EMENTSAN ECHAT SEEN QEK'PER CM'AKTOR Swy W STANA I .CRPECHE C cERRNCE M.T THE STEN x6 ® EIPf NViY CCHIPUL PMEI w«cs. 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TETE PFRWY YAPN MU PPWNE rN,EPWS MD Ea1PYEM M sMCMH ON UMMXCs.cOUa°e:ME ), ALL ME WAV N[wL CENCEs SWl PF 3lNcxRYpzm. e T y.ry m PIPE NNd MMUN Puu srnKN,4yNUxc xfpxr w-N COMM.Ait pECIRN L MtlPx YRM HATER sN°MI UM THEY DRAFTERS. YEXKS S CFHrmUM'M[ SH- ALL.M mMRWm n M FTE.xvNmoa AM THE PPE D A ONE E<N�Y� FROU TH°o� TATLATERITE.,PAY.FTX �M CHARGES,AND DrtA M[ E) IHIRE AINM]MATH W,ER W.b MDGm WR YDM D THEME M Salem, MA Y Y ] All SVSId CDYPOxEMS 9w1 R[UL IEifY. B GaOUMD PARA,DUPLA PmmbtlE WUMm M AEW[CWMEA TM A PERFORM WORK M REACHED MY EWES EMULATIONS MD VMS MWL„LN.NONE AND FT WE IS ALG°P�NCOF ARM ME W11gvN UECMItµRATE,MAN E3 YRI6 ® EIRE NM,MC,T Df,FG,OP E ERN OMPxMEUR AW-MnxDPERES MAH RAVE JUTS PAVNEIS.AM AL1 STALE AM WHMHE DUPICz WSFSXIp:CE d11ttT ° PALL MU MNAL IEC WS MITUAL EEE IM SE CP STAMPED THE INTEx0E➢ INN.SRASWE CHANE W M W19R WJT MEN.4Y3 ANCE"W➢W IWCR ARCM SONESSEE I�1Ecu�..OFNATMRN AND YAR m JuxrnoM Mx © New Boston Ventures,LLC SOXF UREINO IMSNR IME PIAT ALSO,1° gGIE Ed1E° EELHECN WXEM DETR IS © now zmmcx BOSTQu. nntt PCACPIXSPECPDM ON MILE RECO.NET YKT RE CdNRE,E CURFEW WE M IXSICE PAYE ® CUM.W%Wlm JIWCIpN BJz AVNV9HE r E PCONSRNwS FOR PAYMENT ME SU9Nrtim. ME CCIUT.4xMACNO°YURN WMA.M EIECRRAL rtPMt MOW ME CONTE NIUPM PRESRVRC SWIRX e. U !.Y M SUPE°E➢M,.FARM 1°C�IYHI.OF GCATN f WW°IN PRM.FOR%E Yfw MRN GTE UP FON A¢mIMG PmMR DR EWaEFT IM,N . 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WEEN.WNO CDMWT OR gICIM:Y Q TMaxa DD SER - H x STEL S yISUN Ixwuiw6 m M fvACwnOIN ECWs Wlm ISA.IUNTN.,EE IMML MN MHd MATT J�UNNES.Mm,b'mlm m IW NWMGIRMW MWIRIX6 HALL RE © MO � OF ALL(WI THEMALL WE PERETHEARCH IN.1.E RE XE STAR O'WSY[INRTS.cO bNtf WHM M[AN,ENN ELCEWC4 CKE As ME WE ATMY REE EOM SIWL H PTMCFE W 1.6PfNrt(RIdT'.)ONLY.CCMREIC l�CONCERTI MD E.MET M A. T Cp°lEE FM ETECRXK PFNfRYM.]ALL R P.n.O PN.1 EIERRHCM .,.WARD WE TO IU ORdR)•HE ANMOE`ITW4(ELO'C')A.NF%MMA(&6'')AM1F 11.P.V TE MOW,TRE OTHER... wfmFOOTNOTE HATEL ALL W 1.PNMLmwm wRDEn�TREAT US ANSox ESX ,ON 1 IA nTDE A A PANELBOARD AND TERMINAL CABINET EW N.RANm WANT REUTERS NNERARCAL E 1/AWHAT. �J MR°ON..P A.M.]ENFACE o NET.ROME,.F.,O ET. R . E N. ® DIE,AED,IOE PMR ABBREVIATIONS ®TEEPMHI,AMINAL 1.1 T/HE PERFECT R.EM WART IS..Ruch �i�C' ./LMP AM .1 HC CONEW MISCELLANEOUS ® EN CEN TEUP..IU.n°M/TEER.REAR ATTEMPTING CURRUNT IF RE AMPERE FRANC EPA kW-.FREE � HIMLTr AEA m CENTRAL CAME K LHWPANY ENCLOSURE AFT ANCEPTINAMID KA A.AN IMPOSE RTEREA EAF- MEN. HATH @CHER ® M'N.xAM.sb IflEPXONE mYWI.% AT ATHTMUN,AT SAPENTE MP IRO MAN1. YEEC.ICM CO. ® E"A'S"l I.-P-1-TRATE PERT TO---A-sGmulE .UNUEc ®FnPoaN TI J1 4 lea EC PM! COHERE ACC PE WGE METS UNUATECT MORON WT.I CFM[0. a OCTAL.1,pp.f0.1 REVISION$ ON, TROUT I INMOAL EECMKIL COS CE CPCM.EAttA HR .E N SNF Cu TEHRAN ._.1 XWRSR CL 'EMACHOMMEANST ANEW EC RE oawn°X1Mn-CxmRE,EI �. TCHAT WASS`cP1°"T .ww.X PER M.. TELEPHONE DOOR ENTRY/INTERCOM EK COMMENTER APE SCHEME VAWE BRANCH CIRCUIT AND F D R SYMBOLS M1x `ECERRTE m CW WT ® DmWEN/ ME..x CwP.L PMIS CEER� OMES _ IUT SEEM MEET HCHPN ON CIRCUIT ON TEEEp K.EMIDMETERS(THEME.MRDS EHE RIXIRNE UENHAT MW KTRMHOR MEALLIC I.M. FEW THA ® HHILAC.N MIFY CONTROL ME OTHERS.dEM ONOOURD .v ERNE - M(3)gM�M1g6.Y1G4Ila w. )AM�EUCCE. M OY 0"UNE] H%R.,MIIIUTM AIONI°D MP SNI.. W YV.U°�ZIYEPAXIJf N EEIWLNR 112 MQ MO 3/4.CONEEM UMEE MESMERIC M.ED .aY ow Nv-I/:'cwwGm mw(M)F AM c°x.MH.M IN 1-1/x'cW Wn THEAME FC NUMN 1.E,ANNE M A11.THR M MO.1 ME TOO.EMKRN LATE EmrwTE xuu°m �pyE SWITCHING SYMBOLS As NO S' oNORs HCAME FAC.,Al E.xwmO1°i30/xnA.wA1w M°HE w-To CENTRIFUGE ME,-R AJl/b EE%HE.E KxrEclwx TO..A WE PETER. DA411TE WERE A, TALO AAO Arc..RAFT TTA 1 W/zm.W.XERA w'TO c--F AM DRAM BY dELI� BY EN u.MHul um°n nMRR CAF P PN. NhEHt N WEETE WPY A.M EACH,EACH,2M.1M/317Y.EATERS WEEN.AN.1°cETEAIIXE M T!�6NC0 I LMR RECENT MANTAI G NAGE E0.01 so SEE NOTE, _. ELECTRICAL LEGEND T Iz^ MASTER BOX ENCIAsuRE GRWNO STUD TO T— _ I 5-6- EOUIPMEW f 3*AY UUTRON DNA-COLOR---TBD -� EI 3 WRY SWITCH LIMON DNA- COLOR -TBD PETER I�EXTM], �S.,D GRID IBASE Q4/0 WE fp DIMMER SWITCH LUTRDN ONP GROUND ]STRAND GRE COPPER e _ COLOR -ISO • WIRE LOOP 1'-0'BELOW GRADE PoLE OR WNL = AMB SNITCH PRIWRY 12•x. SLICE — DVPLEX RECEPTACLE em _ \ — W SAMB SPO DUPLEX RECEPTACLE Salem. �� I 1t SEENOTE4 1 CONCRETE STAB °• I =NAT' 514 ® FLOOR DUPLEX RECEPTACLE CONDUIT 13' WGGFII OF RECEPTACLE �����^� y 20' I.22. • 7`EXTG]' 1 BM AWC QPGFT WFATXER PROOF CFl RECEPTACLE Nw OLb1En V8I1hlrm LLC X12• STAPLE. (4) REQUIRED QJ JUNCTION BOX elm 1 • TELEPHONE Finegold GROUND R LONG LCLAERWEL B- +10' TELEVISION Alexander + GROUND ROD MM CLAMP (TYPICAL)SEE NOTE 3 I JESCO PCOMING LUS-T USXINGS AVD 1(I/Y DIP) REINFORCING CONDUIT S 12°O.C. �L RUORESCEM FIXTURE SLEEK PWS-1WIN ADJUSTABLE H015 SGSIdH0-24-SSGN Associates Inc ] <'CHVAFER GROUND CLAMPS f,&1a'� E%CEPi IN CONWIi SPACE JESCO 11GHTING ��+4L18__J / 1 FLUORESCENT MIXTURE SLEEK PLUS-TWIN AOIUSTAM X015 SGSATHC-24-]SIGN p41�Y14L��1 OITMpT��,,� ALL AIR 1- cR0➢E L-I Pre atiol1 NTEIG18 S, U. ALNo �L_2 UNDER CABINET FlXNRE TASK HGHTING SOLID FRONT LITRE INCH SFHP 100/200 SERIES OEXI Mq 6_ GROUND COPPER ///yyy��T TRACK DGHT FlXNRE MEW WALL SATIN FlNISHED GLASS ALU-NATURAL 149252 _..L SOLAVANTI UGHTNG tow NN lh za'' cprvpurt \` SAyD y��' I MENSOLAWA ucHTlxc .�/ CEILING MOUNTED Fl%NRE .MEW WNL GTIN FlNISHEO GL195 NAI-NAlUML 148252 �p `QUARTER BEILUNEX ND 1 E4 TAMPED CRUSHED STONE COU.G MOUNTED FlXNRE CEILING UGHT RW5190 15- 1%26W C24-03 FLUORESCENT uA1.EM1L MAL 2vY-5^.1e° DEPTH eELOw PAID MASTER BOX GROUNDING DETAIL p }._- SOLAVANTI DGHDNG 511,17 ��- J NTS COLING MOUNTED FIXTURE BIG SURA COLING SHADECERANIC GWOM:CHflOME 15]232 Electrical PwMig, CUSTOM PENDANT---TBD Yid Fre Protection ffPgilem NOTES. �P PENDANT FIXTURE UTTIF m IAA 1.ALL DIMENSIONS SHOWN HERE ARE FOR: 3 PHASE TRANSFORMER, BIM III TIN FIC �� 15"MA%IMUM, O P1 PENOANi FlXIURE BIM III SATIN FINISHED-GL155 sILVEft:13J484 SVENTING ArcMecb 75-500KVA- 206Y/120 O'ML_1 NONOPgM FIXTURE GIMP IMA I SILVER GREY W/I PH CANOPY(SILVER GREY) EPROMIDE PAD moA PER NSTAR CONSTRUCTION STANDARD CS 2.12-2.18 FIGURE ® LIGHTOUER A AMA WET LCATION RECESSED FlXNRE LYTEGSTER RECESSED W1YN 376WX 1L 002MRICOX rb ILrAIA�F. Y_�� 1. LATEST REFUSION. Os O1 PLC UGXTING ].DRIVE GROUND RODS BELOW TOP OF CONCRETE SUB. 'W-1 VANITY WALL LIGIR GEM BATH eW ] LIGHTS FINISH: CNRINE LYy,S.lYByOEp 4 LOCATE SECONDARY CONDUITS AS FAR TO THE RIGHT AS POSSIBLE,AWAY PLC LIGHTING DAWN$. MAL FROM PRIMARY CONDUITS, ow 2 VANITY WALL OGHT GEM &1M&W 5 DGHTS FINISH: CHROME LLy� ,I_Y ..vv--�v,-- 1�� 5.GP NL CONDUIT ENDS TO PREVENT MOISNRE AND DEBRIS FROM 'N WPLL SCONCE fl%1URE LBL LIGHTING MODULAR FIFE.M B A1✓�1ei,IOM. ENTERING CONCURS PRIOR TO TRANSFORMER INSTALLATION, RETAIN CAPS Y EEMENT A 'AiTH CAGE AND WARE DIFFUSION COLOR: SILVER �C.�... FOR SPARE 5' PRIMARY AND SPARE A-SECONDARY CONDUIT. PANASONIC 87-9 &VERIFY ORIENTATION OF PPD AND TRANSFORMER WITH NSTAR PRIOR TO � EXHAUST FAN WHISPER FIT W-O°VF2 COWR:WHITE BCGTCK NA INSTALLATION. 70,C, SHALL PRGNDE(6)4'GALVANRW MEL PIPE BOLLARDS, FILLED WFH CRAWTIC TTTLE CONCRETE AND EXTEND 42'ABOVE AND BELOIY GRADE BOLCARN SHLLL BE A MINIMUM OF IC' IN FRONT OF TRANSFORMER AND SHALL NOT BE MORE THAN 5APART FROM EACH OTHER. DETAILS AND SCHEDULES 1 TYPICAL PAD-MOUNTED TRANSFORMER DETAIL NTS III MASTER BOX (WALL MOUNTED) .yH R'v w h,c PGC6 I° PVC TO EACH BUILDING'S FACP NOTES. 1, MASTER BOX TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE SALEM FIRE DEPARTMENT FOR INSTALIATION AND SERVICE SL'HE CONNECTIONS OF MASTER BOX. US NK)TED 2, SEE GROUNDING DUAL THIS DRAWING. DATE 3, EXACT LOCATION OF MASTER BOX SHALL BE 4x"07 DETERMINED BY THE SALEM SUPERINTENDENT BY OF FIRE ALARMS. �A' Q 4, ALARM TERMINAL BLOCK(ATE) WITH UGHTNING ARRESTOR TO BE SUPPLIED AND INSTALLED BY PROJIS T Nl1.1�2 THIS CONTRACTOR. D606W S. ATB AND MASTER BOX TH SHALL BE SALEMGROUNDED PER -REQUIREMENTSDIVISION.OF THE TOWN OF SALEM MIRE MAYVf'U N.►�9 AURM DNISION. 2 FIRE ALARM MASTER BOX -DETAIL NTS E0.02 (1YPK.41 TENNNi P.WELS GARBAGE HOUSE 50 OR O) PANEL PANEL PN1E1 PANEL PANEL PANEL 41O.W/2P HP1' HP' pM�1�' p�Mg1i' p�Mg2/' 'M/,3/' 1 13/20BV 120/OBY 120/103R 18) 120/TORN 1120/209V 1120/209V }e, 4W 6 D.. 4ODA -W 10. }Y/ ALEXANDER BUILDING (B)100A METER MODULES W/CB 1!3W 1A.3W U. SW PETER 4/1 ALUMINUM SER CABLE TO APARTMENT PANELS(6) 400A ® ® 1ODA FEEDERST,M A 14 MN SWRCHBOMO 'MSB' ® ® (LLL SUR CABLE MCINTIflE BUILDING SER�CABL£W Salem, '•" N CCMYFACAL C(EMPIY)SABRED TWO SPACE 3 AT �E,,.'BW 1 1 ® h®W.VT® ® 2 5 J ® ® WP Now RIOEOII Venbres,LLC ® ® ® ® ^ 0.6 ® ® ® ® 3 2,`21Ad HSOOKSPARE 1G-4•C BOSTGN !AA T (1)4"SPARE �225A ' ® ® ® ® -=PAC 2 Finegold 2DDaA �^�2 MANHDIE Alexander + e Hyo, 1/4c-4c Associates Inc Archtecte and TO ELECTRIC AWHOLE. z 4'c SEE SRE PVN fOR I ) ♦ (1)!SPARE ]/1.1i8C-YC �' a CONTINUATION BOSTON MA ShLtree Nash s'.1ci rel EPgileere ELECTRICAL RISER DIAGRAM SlMETA A"" ND SCAIE BLW EMedi' rn'Ee�eraB,,hWcu..,�,.wn.q. Bf 0 PFO(BCCi.tM EYdRDBFB _. LITTLETON PAA Cray ArcNtects /1f` BCB18 SALERvL Ka SCHEDULE OF PANELBOARDS 208/120 VOLTS 10, 3W PANEL APT 100 AMP, 120/208 VOLT, 10, 3W & GND. HucoccAeeamtes INTERRUPING CAPACITY ICA AMPS RMS SYM I90A MLO FLUSH MOUNTING Lmd surveyors MAINS BRANCH CIRCUIT BREAKERS OUANTTY OF PANELS PANEL TOTAL - - KVA LOAD CB/ 'CKT 'CKT. CB/ KVA LOAD `,. TAG MOO AIC POLES 15A EPA 2F Y2P 30A JOA 3P 40A BOP BOA 100A 125A 400A1 iP LOAD OESGi1PnON 6A 6C PHASE NO. N0. PHASE OA gg 9C LOAD DESCRIPTION KIN.Bi�'•IE' �M�"e Aawmtee,,M MLO MCB 1P 1P 2P 2P 2P JP 3P 2P 2P 3P JP IJP 3P ISPACE C1 fOCA - FLS ION 42 BEOROKAd 0, 12 EDROOM 2 15A/1P 3 B 4 60A/2P 5.0 50 RANGE MI 100A - fL5 IOK 42 BEDROOMM 3 15A/IP 5 C 6 20A/1P 1.2 GARBAGE DISPOSAL 1/2HP AAA M2 10M _ FLS ION 42 _.I - - - BAMROgA dl 1.0 20A/1P ) A 8 20A/1P 1.2 'pI5HWA5HEfl - - - M3 100A - FLO IDK 42 _ _ - - - - BATHROOM M2 20A/1P 9 B 10 20A/1P. 1.2 MICROWAK/HOCO __ _ LRAYM4G TmE A1-A6 100A - R5 IOK 42 _ DINING ROLA 15A/1P 11 C 12 20A/1P 1.2 REFRIGERATOR Rl-BI] 10M - FLS 10K 42 _ _ _ _ UMNG ROW -96 20A/1P 13 A 14 20A/1P1.5 KITCHEN RECEPTACLES ELECTRICAL ,DM '.. 1}5 ,pK 42 - - - - - - DRFER 2.5 ,OA/2P ,5 B I6 2CA/1P. 1.5 KITCHEN RECEPTACLES RISER DIAGRAM E EBB-1 36 2.5 20A/1P 19 A 20 20A/1F .96 SPA P AHV AND SCHEDULESI TEL/CAN BOX .5 20A/1P 21 B 22 20A/IP SPARE 1.9 25A/2P 23 C 24 2OA/1P 1.0 CLOTHES WASHER ALW 1.9 25 A 262.5 }0/2P HP UNIT WALL OPEN SPARE 0.5 20A/IP 27 B 28 25 ' SCHEDULE OF PANELBOARDS 208/120 VOLTS 30, 4W SPARE - 15A/IP 29 C 30 20A/IP 30 PATO 31 A 32 - BRANCH CIRCUIT BREAKERS I QUANTITY OF PANELS _ - - 33 B 34 - - TAAGEL MAINS TOTAL MTG I AIC POLES 15A 20A 15A 20A 30A 25A 50A 60A 60A 100A, 125A IDEA 150A 1P - 35 C 36 - - _ _ _ - _ - MLO MOB 1P 1P 2P 2P 2P IF 2P 2P 3P 3P 3P 2P 3P SPACE 37 A 36 M �`VV• P 0 R _ _ - - _ l0K 42 39 B 40 HPJ IOOA - SUR tOK 42 _ _ _ _ _ - 41 C 42 N�- TYPICAL APARTMENT PANELBOARD SCHEDULE NOTES 1. PRO DE ARC FAULT CIRCUR INTERWIPIER CIRCUIT BREAKER(CONNECT NON-SYSTUR SMOKE TO BEDROOM MC-FAULT CIRCUR) OFm d�W nkwmer.Avwuabe lz vo06 RI TABBY4 TO DOORI00R^ SEE NO E 1 MAIN SWITCHBOARD 'MSB' on DOOR LE/-II 120/206 VOLTS 3 PHASE 4 VARE S GROUND 2000 MAN BUS NIPS 65.000 NCSEE NOE 2 CIRCUIT LOAD DYERCURRIENT DEVICE 1SP TIB ISP MAN SEE NOTE 4 N0. DESCRIPDON KVA 'FRANC TRIP POLE REMARKS 11 UNITS }UNIT$ CPµELONTROL 2W0.WWJry ORLIIR BREVtER - 25D] 2. 0 - 2 RESTAU: - ! 4M 4W 3 FOR MITRE CWMERCNL 1ERANT AS NOT® ] 'PAW - 2`A ] VRO.TL fflf ... LOBBY PANEL TELEPHONE TERMINAL LOBBY OATS 6 HOUSE PANEL'HP' - 2E0 200 3 - BOX IN CHEMICAL ROOM FARE, SEE NOTE 3 q/ 7 5 NENAHOER BUILDNL SF.I FEEDER - 400 WO ] - - - DRAWN BY 6 NLIMIRE WILDING SERVICE iQOFR - '. 250 235 S CARRACE HQUXF - 100 100 2 ' - TELEPHONE DOOR ENTRY/INTERCOM 6 RISER DIAGRAM (BRYANT BLDG. ONLY) 2/606100 PUEBi NnTcc, 1. PRONDE(1) CONNECTING CABLE(P/N 1882-042)PER 12 PHONE LINES. 2. PROVIDE(1) SINGLE PAR.TWISTED PHONE LINE. 3. PRONDE FLUSH MOUNTED LOBBY PANEL( (P. FOR 2)SEE FLOO RPLWS FOR LOCATIONS. 4. PROVIDE MAN CONTROL CABINET(P/N IeYO_DBD). E0.03 5. PROMDE RJ71C PHONE BLOCKS PER OWNTTY OF CONNECTING CABLES. 6. REFER TO SPECIFICATONS FOR FURMER INFORMAMIN. PART NUMBERS AAE OF DOOR KING, INC. 1 t - L . _ _ _ __.___---- I.____ __ _____________ _____________ so r-WkO��l ------ —I ttPICA FOR ND unit Ib,ouPLIX l0, r------12,13.14,13 ANO TRIPFX 11. TTe I EEK)MIS) LANG ROOM KITCHEN/ QP I J BEDROOM(S) UANG ROOM KITCHEN/ PETER _________ DININGRWMi L _ MING2N0 fL00R 2Wx/1PLL FOR DUPLIIX UNlis S.bJ k b Salem, MA WG SWO COPPER CONDUCTORS TELEPHONE WIRE INK�_____� N,PIGI GOR Mi UNrtS GJ.8.9.1) 24W. x 24'14 x eb. NON-METALUC ________ENCLOSURE(NEMA 3R, AOR COMMON (MIO DUPEX 4 k S. ,1�,'. _mak �{,_RRMIMLL BLDLNs KL)ESSIBIE TO NIYIFIP BWIIXI VW IlY e8,LLC TELEPHONE UTILITY COMPANY. ENCLOSUREPROVIDED BY LONIRACTR ,A. B'JSTCNfvN( ) 4'EAREDROOM(S) WING ROOM pNTCU/ I 4'FMQIP Finegold r------------------------------------I �_____ ________� r ____________� r--_________________� IST FLOOR Alexander + I TELEPHONE JACK AND COVER PIAT.TYPKN, I I IE-2 Associates Inc IONE OUTEr IN MIT BEDROOM, UMNC I I II I Ar&dted8 and ROOM, KrrCHEN OINwc AREA SEE ryy________W FLOOR Palls `DR E%ACI OUANTRI' I JW IWSg J W I I leee)Vatl�I Id,FRU ® IBEDROOM(S) LIVING RWM KRLHEN/ AND LOCATON(TYPICAL) I ® BEDROOM(SJ IMNG RWM NffLHEN/ OM(S) LMAC EN/ BEDROOM(5) IMNG RCOM KITCHEN/ TCN MP} IDINING ROOM I I MDINING 0.NM I gNING RfbM I4-PAR/Mn SOLID COPPER CONDUCTORS I L ���y� ��� yCAIEGRY 5 lEl£PHONE WIE.1YPICAL TO EACH AR ~ HOMERUN WIRING FROM EACH J 2A I TYPICAL FR MT UNITS 1,2 k ] IYPIGI FOR TRIPLE%UNITS 1.2 k! jp 1YPIGL FOR 1 OY WlY ea IWIJT 111CENIHAL TELEPHONE JUNCPON/TERMIFUTION BOk 2OA/IP I l£L£PXONE OlR1ET i0 TIE CENTRPL r TYPICAL FR MT UHI1g 1.2 k J 20A�1P ✓AT FK.N VNB,OLWAIIY AS REpUIREO PER PIANS I TELEPHONE JUNCTON/IFNMIIMTION(NX�) BO%, (NPILK)4'xt x!/4'PLWIOOD BACKBONtO CENTRAL 1ElEPNONE JUNCICN/TERMINATON IBLW ErE(eere,Inc. HP-t CQULO%SET, (MICN.)UNR HP-I (fM ALFJIAIIBEN BIEQ HP-TO) HP-1 (FOR DAILAEE MSUKQ Mchem Electricalacs Rcs FCS end Rre Protect on EEngineers (FOR BM'AM nm) %wEMPTY 4'C, (P/C)WRN PUUSTRING TO e1B'JUNCIKKI BOk iDfl BOTH TEL£MONE I AT 4'C2'CPROFERN ONE FOR USE BY NO k i. AND CAN JUNCTION/SpunTER BO%.REFERTO SONE PVN FR LOCATOR L___ PfR 3)_ _______ LBMBCGray 8AND PULtBO%/WNlpl£REWIREMEN SGARDEN LEVE1. Cr WL PJC PVCLv4 Surveyors HN HH L�����y 121 {'WC 11)4'Wti (1) 2'WC E anoo A tee 1 2'PYC 1 2'PVL BEE SIZE PLAN DpHyEQ$. NIq FOR LOCATHW KW.Moore Aeeociateg,hc. CM TELEPHONE SYSTEM RISER DIAGRAM VIA, ITS DEAMwure TrrIF ELECTRICAL TELEPHONE/CATV RISER DIAGRAM r _________� r-------------------1 TYPICAL FOR MT UNIT 16,WPLE% 10. I 1 12.13,14,15 AND TRIPLEX 11. LTB - CTe jcJ ry 4 I BEDRWM(S) LANG RWM BEDRWM(S) LmrvG RWM I L________________J ,r.El1CM J �-�$1 TYPICAL PER DUPLEX UNITS 5,6,7 k B `,llrJ 20 1P ➢-21 4'EMf 20A/1P r___________________.1 N OUTLET PROVI BY CASTE COINPANY. ED CONTRACT R SHALLBPROVES AA LR VOLTAGE 4'EMT MOUNTING BRACKET. (MUD-RING) FOR EACH r J OUitET. FINAL WNNECTION BY CABLE COMPANY, SEE FLOOR PLWS FOR EX OUANITTY 24V. x 2411. r BV. NON-METALLIC I AND LOCATION. (T)PICAL) Fxw9�ltl Alenenac' Inc RWB ENCLOSURE (NEMA JR) FOR CABLE LTB J m Ams COMPANY, ENCLOSRE PROVIDED BV I r f8VL40rb OOMPACTR(IYPICAL) LJ N I FOR MT UNITS b.],B,R,1] BEIXMOM(5) LIVING ROOM I µD DUPLEX { k 5. L_ _________— RG5B/U ]SMm COAXIAL CABLE NRNI5HE0 �g ___________ ____ r--- 1 r--- —1 r--- 1 BY CABLE COMPANY.INSTA11E0 BY CONIFALTR BA/I —1 TYPICAL FOR Mi UNITS 1,2 k] I I TYplcAl To EACH Y.IMSTL nry JUNCTION/ 1 I I I I SPUTTER BOX AT EACH UNIT,QUANTITY AS 4•EMT I I I REWIRED PER PIANS. (TYPICAL) N kA AAK111... BEDROOM(S) LIVING ROOM 1 i BEDROOM($) LMAC RWLI i BEDROOM($) LIVING ROOM i i BEDROOM(S) LANG ROOM (FOR BIrYN1T BL)O) I L L RC59 V]SOM1m CO0.YML CABLE —J L l / NPICAL FOR Mi UNIM 1,2 A 3 TYPICAL FOR TRIPLEX UNION 1.2 k J 1YPMl1 FOR 1 Cx4xJ/P POWOW HACNBOMD I I FURNISHED BY THE CABLE COMPANY, I E21 21 21 Q, 1p I �A�BY THE CONTRACTOR I OA/IP DA/1P oA/1P (FR AuGAlIDF8 SUED) (FUR MORRIS BLDG) (FOR CARRIAGE HOUSQ SCNE CENTRAL CAN JUNUGN PU"ER i AS I 00% LOCATED IN APARTYEM UNIT EMPTY 4'C.(P WITH PULLSTRING �,g I MECHANICAL CLOSET, (NPRAL) I pGS 0.65 AGE DM(yO] TO PROPEM U FOR USE BY 1 I 4'C AT 2'C LOCK CIBLE CWIPAM'. _.Y_ _- I LRANN BY CIE(O® 6T REFER TO SffE PIMI FR LCCATON 6'x6'JUNCTION BOX FOR BOTH TELEPHONE I MVO Pu REQUIREMENTS. .0 CAN JUNCTON/SPUIIER BOX, PVC I (TWILAL TDR]) HNA HHS HHS FE Vi t(.T Nl1A.�t L HH 2]606.00 12) {'AVC I1)4'TS (I)2'PVC - 1)2'AVE t T PJC DRAVT93 Nl.®2 SEE SITE PVN FOR LOCATION CABLE N RISER DIAGRAM E0.04 %T B, X (2)4'C TELEPHONE/CATV) 50 BSERNCE MAIN CIRCUM BREAKER AND METER(SEE NOTE I) OR METER STACK . A T PI-2 'e F - CARRIAGE HOUSE BSIDE L . PETER yHpp (Cust TANAL) 1 RE - /(1M ) SEE NOTE 1 FREL=M5 40 _RF2 SG-1q MCINTIRE Salem, MA V TO MAIry )EXIST.JMU(EEPERS HOUSE) HH H H �^y ) ELECTRIC ROOM 3RE FFEL.WSA UNITS r+-' so-19 scp41 04 so-°i o4 SG-41 04 New Boston VenVee,LLC U 40 O,I 04 Ct Tt, Ci:. W-19 2. 04 °4 SG-1 50-1 SG-1 - _ I "" Finegold 9D-IQ SC-I 4 ' SC- - Alexander + 4 WS-3 ° ,EXi5flXM1&DD.1 dam' _ ALEXANDER Associates Inc 17 RESIDENTIAL UNITS 4 8RESIDENTIAL RESTAURAW _ I UNITS �' ArCtYteabcta q���� RD_2 JAIL EXHIBIT 1 1 SPARKING ! 1 PreeervelXnI RIMI°la O ARTIST STUDIO 1 I SPACES eoSTCN NUN RG_2 2 F.F.ELEV,2228 F PACES5 �,J� ,1..Y 02 e8 Nort I EEv— I RPr2 CI Cr2 1 SEE NOTE 1 SAUg,L Mq RG-23 O-3 ��1 SO 0.2�0`t1_ Lt. 8,Inc. 2 2 2 °I 4 G GElednceI,PIEDMIg RG-Zdl.l 0�2 UTTIPTarL �.wedwn EnpleerB Cj RG-3 RG-3 AZO 1 2 Gray BArchfted8 Oz ' O -2 ArdlAecle RfrsO pRG-3 RC-70 Hancock Aeeocate8 \pC_1 LenO Srveyore \ oawEas, uo `EXISDNG LEGIT PDLL D uw—/ H.W.Moore Aeeodatee, Inc. 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T2 GAUGE BEAT PLATE .+y.....8 5 6-250I( MIL a 261 GND. 2 2-I/2'C CERANG ON STRUCTURE WEEDS ALL AROUND(GALVANIZED) ylgJ• Mq 2B 1-25ONCMIL k 202 MO, 2-3-C BOB 6-1• �}0 OIIAOf STRCONCRETE UCiUREE ORE MANHOLE *K8 T .-35OPCWL k 201 GRD. 2_3.1 ( 1.6• AkchwnfflB chic_ _i hKnbilg, 6 1-JSD(CYIL a 2/1 CND. 1_]•C \ A 8'NLREMENSILL 11 CHOR .. 0° 6•-6• O� IXn BICN ROOEpWYPRElI O551EL iERN1 - L��and Fre fIrOLCACU 6 6-SOLWCWL k 2p/O OND. 2 3-1/22 30 B-SIX%tCN11 k 261/0 CND. 2]-I/22 B00 FIRE ARMY AUpp/NSLLLL OENLES �• / glGp STEEL CgIOVIi Gray�u www 31 9-4 CMIL k 302/0 MD. }3'C WITH f SLEEVE WITH COUPLING Luds: {)B 32 12-40OKCNL k 302/0 OND. 3-3•G 1000 . WAIL TELEPHONES —_—_ —_ (TYPICAL) 111CMCC10 33 9-60MCMIL k 341/0 CND. 3 3-1/2-C 4_6. SNEM. M!r i2-600 NcwL k 3 120 4'-0' ® 0 E\ ENCASEMENT w/G 410. 3-A'c \` Hancock Associates 1z-6oDNaIL k 4N/0 CNp. 4 3-1/2•c ` swnalEs Land 91]vBYMs 16-60DKaR k a"/o BAD. 4_ 2 1600 ,HE HALL RM PUWATICM 37 15-60001MIL k 5-25GKLYIL BNA. S 3-,/2'L 200 1._6. 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NOTE 2 ROOM SWITCH, UGTING RELAY BVCK(EDT) �OR OCCUPANCY SENSOR Po �f1NTURE fplE 1 It. wOwe.:: ..: LCOF RED(HOT)f f1%TURE SAI RUSE To PROTECT LOWFNSE Ali W EMERGENCY BALLASTUGHi POLE wuAGE WIRING�HWp101E WHITE(NEUTRAL)l 3MOTION BO%Or PANEL 'L• � C ANCHOR DOLLS LUE BOLT OTME,TO POLE BASE COMER TYPICAL EMERGENCY LIGHTING BE BzHE B TH E 14NDE ryRB, FURNISHED WITH POLE GROUT CT GENERAL WIRING DIAGRM �00N"NC°" I AT.S. rI r} ID UNE, IU7TE TO RMMNCS TO PVN REFER FOR CTO OJEC OwRAUNO lIN I www MR COYPtEIE INFORMATION B i TO LOAD.RFEER TO LETS MAL SITI III 1 BLI.1INMRMroN WELD FRMIc I (4)H CORNER 011E I $EE NTE 3 k 4 C f EACH co1WMFR 24' I �w TIES 12.ON CENTER MNGL) " AS 6E)T® (ulA)\ SOuIE I CONOUR 1° DAkm k,Y[ypJ #fi ROUND WIRE COPPER we coNouIT TIME SWITCH AND PHOTO CONTROLLED cflouNO WIRE MANM Bf oj-W 91' A. CONTACTOR DETAIL H.T.S. fi20g.T NA�2 3/4 1RDD NOTES 0. 27606100 I. INIERWTC dBRK, SINGLE THROW,SEVEN MY TIME SWITCH OPAMR,A N1.lIM WITH RESERVE POWER FEATURE. NEW I ENCLOSURE AND IX°ITAL CLOCK MOTOR OF VOLTAGE COMPATIBLE WITH CONTROL `coACRETE OI GENER.LL CIRCUIT 120/x06/z40/2n VOLT, SINGLE CIRCUIT NOBEL CONTRACTOR /En011x, PANG CIRCUIT MODEL #M0215C. z. RDLE MOUNTED PMIpIO-E1ECiRC CGORM UNIT WITH OUDET 1 BOX AND FACE PLATE.TOPK#2101 FOR 120 YULT CONTROL /M CIRCUITS OR FACE N�TO NORfRTH.:oe/zn MOLT CONTROL EO.I WGk 3. PHOTOCELL ON/11MEc1ACK OFT-CIRCUITS HP-2 G �/� SITE LIGHTING POLE BASE DETAIL 4, FIIG10I ON/TIMELLOCK OFF - CIRCUITS HP-4 tr KP-6 N.T.S. ADDRESS MODULE 50 MOUNTED TO SIRUCIUpE ONI A �E PETER 1/{'STEEL PLATE BOLTEp JUNCTION BO% Salem, MA iLQ^R Y9(X 1 I'NIL1gR MOUNTED IN W/11 ,INTO CONCRETE 1 New Boston Ventures.LLC YELLCW PLASTIC MORNING TME 'HIGH VOLTAGE PGMER UNE' fill CRYIE Y ' �CARBON! 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BOLLARD DETAIL HW.Moore Associates,kn. N.T.S cm ears BDSTgN MA TYELLOW�PLWIILPUSIIL YYAMNG� YELLOW FUSTIC WARNING VEILON MLASTIC MAMNG VELUM/PLASTIC WAR;�� TME 'FIRE ALARM' 1 TME TRE ALARM' TME•fME AWRY' �CMr��/� TRIC TPICAL . 1 30•MR iw1111 41M1E APICAL� I 3D'LIR FMBI,GpN)E TmKaLL� 1 ]CIIfI iWmI OR/OE TMIUL \ I iRd1 0pA[E La'JI SFIE AL 3• 3- IHR , 3. 3• 112• ( OF Y 1x' �. 3. lx•�•,� , z 1 I 1 I 1 2 I I 3. CONCRETE IMTN RED DYE WED INTO cONCRflE(COTTA RED OYE PN(ED IMO CONCRETE ('MM RED DYE RAKED IMO CONCRETE(wnX RED D,£RAKED INro TOP z� av GEN caRRAcrax. Y TOP 27 BY GENERAL coxnM,croR. Y TYPICAL 3 I MINIMUM 2300 LB TEST TYPKK� x J YNIw 2SW LB TES TYPICA� x 3 MI 2) BY O US TL CCNTMCTgt. /Y TOP 3' BI 0 W TIE C-IXi1PACTOR. 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MEL REINFORCING RODS SN41 BE I"2pFMED WITH 1, STEEL REINFORCING RODS yWt SE INTERFACED wiN WELDING FOUNDATION AND MANHOLE WALLS TO MINIMIZE BUILDING FOUNDATION.WD MANHOLE WALLS TO MINIMIZE SVRLNNG FOUNDATION AND MANHOLE WALLS TO MINIMIZE BUILDING FOUNWTIXI.WO MANHOLE WALLS TO MINIMIZE gip) 5" TNG. SHEARING. SHEARING. SHEARING. YELLOW PLASTIC WINING YELLOW FUSTIC WARNING YELLOW FUSTIC WARNING TIDE TRE ALA / /r0,GRADE TME'FIRE ALARM' FLASH ORICE TME TRE AMM' FINISH 4111UE TPILN� � 3.\r 13.30'MMAL�r ;TT W µ 3, 112']0•YN SCREE AS NOT® 2 I mlcu , x 1 TYPICAL �Y CONCRFIE(CORN RED DYE RW ED IMO 2. CONCRETE (WrtN ftED OTE RAKED INTO I x CONCRETE(WITH REO DYE RAKED INTO TOP 2•J BY GENEML CONMACTOR. TOP 2•) BY GENERAL MNTMCTOR. 'r TYPICAL 3 4 MILIUM 25M LB LES MINIMUM 2500 LB iESi TOP x� Bf GENERAL CONTPACTOR. 4IT3/0) Y HO, 5 RE-PLA COIITINUOUS MINIMUM x5M LB TEST (MIGL) NO !RE-84i CONIINIIOUB LRAMN 9T C1CK1.® BY TO S RE-B4t CCMIxUW! 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FW.Moore Associates,Inc. rR eDSTOri nw WA� TIRE ELECTRICAL CARRIAGE HOUSE W + 2nd FLOORS OISHWAHER db db SWS �� �REERILERAiOR ���/_ Q, V �Oi5PJ5/.E I WTiIRE PUCE �W�CRO/HWD © ' •RCJY Qj �� 9D Q Rs Wyk c.' �Jl db s, s.$s 9 e ® s,� �IWs MN'O EDAIS 1/LWl CRANPI Hf pEC/� 9T PQDj� Z/d0600 DRAIMD NA�i FIRST FLOOR PLAN � SCALE I/4'•I'-0' E3.01 50 PETER Salem, MA New Breton venires LLC Finegold Alexander + Associates Inc Architects and Preemation Plarma aos '. �a &ER MO cE MN A RE R aRFN(ERµ0 ME1ER STACK Sh cdreo Nash p 5 4�" 5 4 W-5 45W-5 g lea 'LW Er vers hc. Afecherc o-�cal, '. �I i aria Fre AolecOon 6�eer��9, urTtFron Na GN/1ELf%gNE /� cJecL PL;N 8.4NBYAU L�By�L.1 ELR.IC L rcM Hancock Associates Lana Surveyors DaxvEas. rn:. HW.Moore Associates Inc. Cm Enguieers B05Tw ti �P'NS,G TIRE ELECTRICAL ALEXANDER GARDEN LEVEL 41... ,a (� FLOOR PLAN i m �' .' p+' bi h� iEfl ► 'i S sj IS. O5 5 N$ ONS ON$ ONS Fina.. QEV 6S -5 SW-5 SW-5 V44'-0' DATE 4/TYO] ORANN BY C4EG� BY 270WO N/.E6t GARDEN LEVEL PLAN E4.01 50 I' I:TER Salem, MA New Boston Venhrea,LLC B TIX M Finegold Alexander + Associates Inc Archilecta and Preservation Planers MSTO Shvchree North stwivat EIIa1BCf8 5ry4EM AM MeW and Fre Prot«eon r." .. L'RE . Q A o 8 µ '' tray Architects LSfil.FM MA a. �. Hancock Associates Land 9�eym DPM735. M b j, RW.Moore Associates.Inc. cm =d Engi s l E1asTa¢ rw gp IW ➢RE Se 0 0 e, .. :S se'i� ELECTRICAL ALEXANDER SECOND FLOOR `® oc .0 PLAN ► 1w w► 4w DISHWASHER-,, MIcRowAVE/MooO ca MICROW /ROOD _DISH.ISER OISHWASREN WCRMWA/No00 MILROwnW/M090 —oaRWAKR 5 msRosei� �Dlsvosn� olsRosu� �Disgosu _jI ', g REERIGEWOR- ARE IGEMTM REFRnEW.iOR �i,. flCfAIOEAAiOR Se ae f.EVSIXfi � is.. S � I q �I 5� S ��//CUe �e �./ �V/e.LJe ' DALE CQAVN BY BY 2760W T lil.�t T/6060D 0"V" KAOM SECOND FLOOR PLAN E4.03 i 501 PETER Salem, MA New Boston Venturee,LLC F/1ST[Il WA Finegold Alexander + Associates Inc AraNecte and Preeervabon Plemera . po � � Mee North E ynaew sAiEsn, ru BLW e,hc. Alechew PkrbrQ end Fre Protection u ren MA Lrayy ArcMecte ArcAtecie nsaLFit enA Hancock Aeaoaetea ��••--!! o o' Lard S veyae Krwxi " '�.�-uw - seY Ha CLW.Moore Aesodetea k. ' ► 9 _ W� a a�W� M N eaow. rra �,� T m.OW. rn �t I Eeow. TrP Epgneere '. BOSTCN MA j atAv rnE k ELECTRICAL 6 b b db g ALEXANDER I� THIRD FLOOR PLAN 4�W a' �e 574P 4E1()VE 57AG ABOVE �l le ��e C♦ Ie /� ABOVE e6 nBOVE ti�`� © �# SRI OF.woou.e «k mos �+ e y®\ I�j il•®� -- 3 - q.ff-WALL 3'6' HIGH Jr: 3'6Y HIGH ' SOW. T1P WW - ''i. gyp �.an,WTyw � � ( t ► � gel � �. �. � I � . � � ''�� _� ��� � I. i1 � y i r 1 '�T to v N 43&W W m BY 6 w I i T NI.EHt 4)60690 MAv ra►�et THIRD FLOOR PLAN E4.04 NOTES.' ASSESSORS' MAP 35, PAGE 179 1) ENTRANCE CORRIDOR OVERLAY DISTRICT SHOWN HEREON HAS BEEN SCALED FROM THE CITY OF MALL STREET Additions and SALEM ZONING MAP. ZONING.' B-5E Reuse 2) THE SIDELINE OF BRIDGE STREET SHOWN HEREON BASED ON DESCRIPTION OF 1884 WIDENING OF EN7RANCE CORRIDOR OVERLAY DISTRICT IMLLIAMS STREET BRIDGE STREET AND ST. PETER STREET ON FILE AT THE CITY OF SALEM CLERK'S OFFICE. REFERENCES.' o of the OBSERVED ,1 AGNETIC MERIDIAN 211512001 3) ELEVATIONS SHOWN HEREON REFER TO THE CITY OF SALEM SEWER DATUM. PROJECT BENCHMARK /-'OWARD S7REET IS THE INVERT OF THE SEWER MANHOLE TO THE NORTHEAST OF LOCUS IN BRIDGE STREET. INVERT DEED BOOK 23557, PAGE 534 HISTORIC ELEVATION = 2.74. ti 4) UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM FIELD LOCATIONS OF STRUCTURES BACK DEEDS: om SALEM AND FROM AVAILABLE RECORD INFORMATION ON FILE AT THE CITY ENGINEERING OFFICES, CITY D.P.W., DEED BOOK 194, PAGES 289-202 y MASS HIGHWAY DEPT. AND UTILITY COMPANIES. OTHER UNDERGROUND UTILITIES MAY EXIST. IT SHALL DEED BOOK 203, PAGES 192-293 BE THE RESPONSIBILITY OF THE DESIGN ENGINEER AND THE CONTRACTOR TO VERIFY THE LOCATION, DEED BOOK 378, PAGE 17 NEW JAIL SIZE & ELEVATION OF ALL UTILITIES WITHIN THE AREA OF PROPOSED WORK AND TO CONTACT DEED BOOK 540, PAGE 217 Locos L/BERTY "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR DEED BOOK 1191, PAGE 285 SHEET ST PL �R COMPLEX CONSTRUCTION. PLAN 1297 OF 1959 v S7R EET PLAN /N BOOK 540, PAGE 217 OWNER OF RECORD: Salem, MA © ASH m INE SALEM REDEVELOPMENT AUTHORITY STREET It New Boston Ventures, LLC BOSTON, MA x?3.6t X \ Fine old RI61 FRO J \ N% 5 ' LOCUS MAP SCALE: 1` = 30°' 9.80 70 Alexander + \f n 1� _ Associates Inc f`v• m ".. u' R-22.59 1./r )TTE� \,\ ��. \\ <\ t- .1 21 as.t$( w) ow Y OF SALE Architects and 8. S W ,,.\ PROY.\ t l w. 5 X25.41 15.2(N ARD S`Tj�E- M of \ CONFlO. I A I I rn, ET BUR/AL G Preservation Planners \ hTILInE$ 'RAN. T ROUND" BOSTON, MA L � \\ 4 'NZB"W \ L5 _ el 6 R nr CONC ci t S ERS 0 7 72 Structures s North 12.6 ccnc. Structural Engineers R 15 80 \\ \ \t�^\ �'.- , _ ,X�t.• - R , - - -4-Ax_:' \\ \ WALK 2 .zt i-1Qt Spill Ei .44 -�� �i Z�' x`- -7 - \c ..�1^ ..r °'< b I\\�` 2Z5 \_ ` \ •,5 �� ro - SALEM, MA %r::;:, � - _ _ h G'' n-1 c v. \ \ '�.�,'u4 _ ^FS,Ohi J F ` \ C rL M19X r .' ilio,,, II„ ;'F; I C('� \ R t i Df of i.- X29.J,y - -$ --X _ P-_11.97 ` \ \ c^ Y a,'\ r nOF;f fLEC.P E. r JC�.FS.� ,\ \ \ ,FRV1WtR �' SS �•3" 29 w z-- x_\ s Inc. w 1� u ' A" 00 GRA SC B W �gmeer I-- \ �� nNq1 ,COVER \ \�` \ cL. , I V/rF". I ,$ IXETER$ ¢N-: 9 U6 VEGET wa f , r y, p, "7. �, .� W^.. ,)3 I t Sc LO 2��, w0 / 2 ASCR AnON Mechanical, E l(IC. F NII RJI E7RJXFN \ \ou,, \ \ FLLi-D 1 n \ COA,'CSN[[p ST,4(/ ` RUBBLE `.\\� and Fire Protection n911h'er8 r ,INVERTS ,, 1 'r 1 .F; "�` c� L'/ NASFSSIaE \ ` \p tl 442 'E9PIS I a,q - Fr TIO.. OOP `\ URE 7.8 `\ ,\\\ , LITTLETON, MA m ,•, , i CA .r S' /8 .M `.m\ \\tz�tic(R? 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I '- 18.39 �/E --*'i \ X23.31 �- __.��,C^ 5Z i I QC VGr S __ - "� < . a J \ O y +�9o1d AIGXlIICJEf + Alrooclatns Inc 2008 1 7.r(a) I \\ 02rSt51, I ~ • ( \EE,- - ?.6.13 � .. rm 6=i..1 h 5(td_ 093 10"W�� - - a\ 79)< �\ IS R_CP\1� T'-- r 6 26 b R=?6 i -r^ 26.59 s 2 83..- -- 10„W X75.49 �� �l�6 T-,. R=19.85 E '"_'. a (R24.5] `'--1Q•f4-� 1 X26.45 LEGEND kR=25.20 ! - 0a------E_�.-_ - SURFACE CONTOUR = 2326 SPOT ELEVA77ON F 1=22.8(SE)Shy 8'C EDGE OF PAVEMENT 6.8 PROMINENT DECIDUOUS 7REE 1=22.5 Sr)Nly8'C 1=21.2 sw) E CHAIN LINK FENCE 2 PO POP AR�nON, SIZE AND SPECIES 1=20.3(N)0 I - =19.2 wl I=19.2 r, f WOOD FENCE # LIGHT POLE V CURB W/IH TOP AND BOTTOM RCP REINFORCED CONCRETE PIPE CURB ELEVA 77ON Cl CAST IAON N _ SEWERLINF & MANHOLE WITH PIPE CMP CORRUC41F0 METAL PIPE SCALE AS NOTED S/ZE, M4 TER/AL & FLOW D/REC170N ASB. ASBESTOS PIPE 1 a ORA&L W/TN PIPE SIZE, MATER/AL DATE M4f4r1W DI& ROUND CA CATCHBA TCHBASI, VC VITR/FIE> CLAY ELEVATION BENCH MARKS PVC POL YPAY CHLORIDE 8/15/2006 gE!Y'R/> UTILITY CONNECTION sM// SEWER ,MANHOLE A DATUM: SALEM SEWER DATUM BRAWN BY CHECKED BY SNA 41ANHOLE, WATER MAIN DMH DRAIN MANHOLE N0. DESCRIPTION ELEV. a 'G JMW o 617f, SIZE TEE GATE VA@VE & M D GRA 7E CATCHBASIN 1 . LIGHT POLE - RT.FRONT BASE BOLT 25.43 PROJECT NUMBER ETRE HYDRANT BOLLARD 27606.00 }--; GAS MAIN MTH SIZE SIGN 2. FACE GRAN.RET.WALL-MAG. NAIL SET IN SEAM 21 .60 -- - �� & GA TE- VALVE - DRAWING NUMBER EXISTING U77L/TY POLE WITH DESIGNATION (R) RECORC INFORMA77ON 3. LIGHT POLE - NW'I BASE BOLT 16.62 - 0VF/'HEAD WIRES AND GUY POLE N.F.O. NOT FIE/D OBSERVED ELECTRIC MANHOLE & UNDERGROUND N.P.O. NO PIPES OBSERVED o FLF-CTRIC LINES C.U. CONNECTION UNKNOWN z $ TELEPHONE MANHOLE & UNDERGROUND SR BIRCH REE y 7FLEPHONE LINES � , ?/,NTNG APO POPLAR TREE Cm 1 RE V BOTTOMELE✓AIIOn�P VGC VER77CAL GRANITE CURB BB BIT. CONC. BERM SCALE: 1 " = 20' B.C. BOTTOM CENTER 1 I 0 20 40 80 C:\2678\2678-EXIST-COND-3.dwg 8/29/2006 12:43:06 Pa i Additions and LEGEND Adaptive Reuse PROPOSED CONDITIONS of the 52 INTERMEDIATE CONTOUR HISTORIC 50 INDEX CONTOUR 110.6 x SPOT GRADE PRECAST CONCRETE CURB SALEM VERTICAL GRANITE CURB -- -D- - - DRAIN LINE JAIL 15 1 ■ CATCH BASIN OBSERVED MAGNERC MERIDIAN 21151200 0 DRAIN MANHOLE - S- - SEWER UNE COMPLEX O SEWER MANHOLE -----W----- WATER UNE Salem, MA -r FIRE HYDRANT New Boston Ventures, LLC -"I GATE VALVE & TEE BOSTON. MA CONCRETE WALK ® RETAINING WALL z A STONE WALL Finegold wtrx\ C �=,�p\ ' GUARDRAIL Alexander + �' EXISTING SMH A �?, 1 - � �QO � EROSION CONTROL BARRIER ' �os�`• R-20.01 O Associates Inc y EXIST. SEWER TO r r x cn r 7: REMAIN IN SERVICE 1=15.10 (PROP. -) j 115.9 (EXIST. 8� SLOPE5&a�9�� BOULDER r EXIST. DOMESTIC WATER am m CITY OF SALEM CHAIN LINK FENCE Architects and AND FRE WATER TO -t O r HOWARD STREET BUR/AL GROUND" STOCKADE FENCE Preservation Planners �', � R_20Dt REMAIN IN SERVICE A �� 2� CORPORATION STOP s SIGN BOSTON, MA © \ \ \ iy I n,'� ,RE 16.1(($ 59 -` 6' G.V. & BOX .. -'u, \ \\ 16.`CX� R g1$(SW) = o p 2' DOMESTIC SERVICE 1 ;) ..};N�!' 7•i.' o� \ 9.80 \ , 1_15.411'` II_t62(N) A T` II D1,11+!!u ,�{l BRICK ! \ \ 6" FIRE SERVICE SMH G 1' DOMESTIC SERVICE Structures North R=28.1 6* FIRE SERVICE Structural µ� y Jll Ul.11J gl - 27.61 10'CL I=2,.,0 E s \tet crx G\ \ \ . . (1W),: - - - - _ J 7z _J-x x--x x x x - WASHED STONE PAVING z.T SW CRA \ �\\ ��o � ),tEr,T , es'\• ;e n�. - rr;llC. wALx - - _. - - - - - N 877104" W SALEM. MA ww a�\ P ANE ' 40FROx\ j,,� 1 309.11'l l coN - �'-P3 35 79 W - 15.95' v CoN"C � �AICRAN N STFPs -,�vv yvvvvvv.�..� .�.�..� BUILDING' t � zia(EcJ o o� Sw \ v '` POSrS _ - - e_c� _ _ - �� v ��/ / 6" SEWER SERVICE EMBOSSED CONCRETE \ ' �� BDE9 ) '''C = `{S, -!' 1 B_CI I - - . - - - - - S ^ 8L 00 TRASH GRASS. SIC (EXIST. BARN) �2 FD) I ( 1 - �s PLP( BM c aE iEn�eectrica�InPICurT,b '- - ENCLOSURE \ ESIDENTIAL U S 0425'18" W E E(CSB " LITTLET to E o� n a w e'W aUC UaE! - \rz••� yA, \ d` / - - B w- 6"w t F \ DESIGN Loc. _ F.F.EL=29.5 IN \ \ w�,, z c z'c •. °sEgv cER I1'000 x x-� and TT FirET tL MAtiOR 1,�1eer8 a. • \ � a� � - 38.90 j \ OI`L ,` \ /� - - ��\�\�y\\\ ��\►.\\\ \�� \tea\\ \�\�� 1 STRUCTURE . . . • " \ I 1- CORPORATION STOP \ FlREIDEDT. �NC.SS z�' � \ \`Covc.sA-ar ` .`:.: :� BUILDING B EE E ;•:� 1 GRA857& ? \- �V\y CONNECTION ELEC.PANEL Kms- (EXIST. JAILKEEPER'SHOUS \ ENCLO.E D \ � SCRUB T" �, •. -,p. CESICN LCC. AFTERS v k',j,' OPEN VEG v /p Gray Architects \ 20 5 .c: stoop �. 3 RESIDENTIAL UNIT FOUNOan aAIP) \ 8"X� TEE' NTRI4ENCE AT SCALED LOCAL ELEfV_30.7 \ PH L-z 0.54 4 G.V. SE) \ SC ON o ON CONC. F E .3 \'5� L S6 BOX :• _ OF FORMER DEVON LOC. r;. 27.8 :ei - x \ COGC - - - - - - - -' \ ATCB 9 ELEv.=22.2 WATER LINE of WATER SALEM MA t \ / 3 ENTRANCE AT I SERVCES o _ oIx AppROx \ \ \ PRECAST CONCRETE ° Hancock Associates ELEV.=22.2 2$ dg CURB (T REVEAL) SRN v \ C \ 21 0 - • . _ \ \ V \ A MA MACYSS91- F. y. ... L6TKj �1TVE)YOTB I \ D NVERS ENTRY EL Q>1315 5 \\ •,A \ � .;�. GARAGE ENTRY �, _ Moore 530CIate n M . A�7. �t = ��rYP h� - I GB A-4-, s, I c. 22.0 " - Sit ) J - -(COBBLE CURB ', C H.W.H ; oEs,G,. La. BUILDING A % x & � _ E R=26.2 cm M OF SEWER v =25.5 , 'S0� ' 1=22.90 \ aN \ SERVICE GIST. JAIL BLDG.) , a?> COC l J _ 2 GRASS �y EI1C�1@Cf6 1 PO \\ I?. a�. I Z \ \ \ SMH B I 17 RESIDENTIAL UNITS �, `l l'vE �7 a+c. 1 - - - BOSTON. MA cou<a \ \ r- y< \ CR ACK`0 \\ j F�\\ , \� 171. , \ R-21.4 I -RESTAURANT- -- x.- x, ENTRY EL ENTRY EL -DMH .5 �O M`1ERt5 \."\\ 6, I 1700 ? \ R=26.5 `z NAccEssR-E o, JAIL EXHIBIT i I �35b ' =35.5 : 1 \ \ `t iN� 22.70 V �` \\ \ ( U G "p• I Y \ \ `o o >�� O o� DRAWING TITLE c+ \ - �. xLl ` ARTIST STUDIO �•--� �..--.y '�,\ \: N \1v � �o a �' �1 '� ` CON . IS, 8 RESIDE N7IA� ro \ _ \ C 41 cb O \ o L \ \ \ vFME"1T �` F.F. ELEV.=22.26E I- /Gq 7 -x- -�- . ce A-3-, 0 Z G 22.2 x x x- x _ R=26.0 " \ I vv s PAR�ir1 s ACEs r - GAt►�� 5_�-� o o SITE PLAN 1•,-T✓` 1=22.55 Q 0 \ \ F.F�EL=25.5 I -fib 1 \ V l� 0 N '209'E \ I I GRscRue - -27- W. ItL=26.5 41v--� DMH A-3 N Ch = VEGETATION '- r \ . 1Y -. R=26.0 `ll 9'41 8.22.91 �.\\ I I 4 MEs1C SERVICE \ i_ _ �- \ FILLED .( _\TOW 25.10 x Z G ly - - ) 1-22.40 O Q �J L V O' W9tN \ 1, ` - - - B 6"�FjRE SERVICE - - N v \ DEBRIS v - \ x i UNPAVED O TANGE 0 ENTRY ELI ENTRY 6"x4' TEE, PARKING 4� G.V. d[ BOX DE9GNN PtiC. s� STNC OOP " =35.5 =36.5 ; AREA \) _ U \ CC g (yl r' \ \� 'S VP \J.9 \ .\. AD METP ETAL 9AOR AM ADOCRWAY NA \ 6 S SERVICEwNyyBQ�, EXISTING BITUMINOUS �� `\ N 0, '•� STEP NF.O. 25 I 3. \ _ CONC. SIDEWALK �,- " '" x\ STEP (OUTLET TO ENTRY Nw�jyB'n I x B' G.V. & BO)T - _ ,U; \ _ SVJALE_N F.O.) "LOW ��� x/a �2tx5 x: I Z \ �?B cN n.•ti SPOT •'.' E I \ CC\ \ SU \ .WALL (UL) N I A-2-1 \ \ RB25.50 1 1-22.00 ( C Lei30 PO - �R 2 - -_. �. x U h Y� ✓r 25. 14" \ t C FoyCq�q 'RAN. 'RAN. TR/wSTTION REVEAL TRANSITION REVEAL ft G'\ `•.• t�, ItALL glT \ \ .: GPIER. \ SloFWALIC LS_.. F '� G :'VS:;:.:+' L c Sv. \ \ \ PR0 CONC \ STEPS . k Z \' °0 0.`Q _ i _ T T r } fl-f}-Tf)k o FROM 0' TO 6' >> T vrr \_ � RECCON. /6'SE R(R)-/ 15 CP - -T - - - T T T i C• _B __. _ - --- - ,o� T-�... `_Y� I �T . r- 14,F O T- - N O- 73., S / 2 - \ I STREET TREE �+ - �j T _ CORD \ BRIG R / x '2.;17 PET R I - , 119.85 ( QL/�i VART LE W/DIN T EE 15'RCP -� R�28.6 / / x1 _yA'RCP CON ECTIONr � BD_ 15 Ct '� \ x tC,ES \ N '"' ' �- N \ x ., a Tc \ . _ An 72'RCP 0 �2 RCP STING STR \ N. .0. "( •bl�l I , ©Fbagold Abxerder+ Aeeoclelee b 2006 gotti) �,N E E E E �C E 0„E EO _ \ -E- (�--E- REVISIOI IS 10' 1 W 10'W EYOBSER LD t- -- L VCC DOF PIPE Ra q 56 �= SUMP tix 11/3/08 ADD EXISTING CONDITIONS NOTATION a Rct4.bU 1 \ 'x\ , \r\\ r^ Rc14.51 N.P.O. • \ 5 ) \\\ � \\1 1_IOq$�) SMH C SMH DJ R_19,g5 IXISTING SMH E / DMH A-2� TAPPING L\ , =10.Dzz555 R=22.0 R=23.5 I=13.9($) GRANfTE STEPS R=25.5 R=25.9 E72 S18L1 R-26.06 GAT6VALVEdcBOXE ,A) 1=18.00 \ 1=18.00 It_13.g(ry) TO REMAIN 1=19.80 R=21.70 E) �1TBat2 \\)E)IsS.IIN) EXISTING BITUMINOUSSW)5 CONC. SIDEWALK EXISTING STREET LIGHT_/ 1) I 7_16(5AV � EXIST. DMH % EXISTING STREET LIGHT R-25.20 1-20.80(PROP. 12') 1-20.3(15' OUT) C7 i v SCALE 1"=20' DATE E 8/15/2006 i. Ci ;.� ,• . m JAMES M. ?\� DRAWN BY C,-ECY.ED BY WHITE JPG JMW CIVIL No. 32146 1,) ECIST_ 2277606.00 a Ofit / � � -� - I s DRAWING NUMBER REFERENCE: EXISTING PROPERTY LINES, TOPOGRAPHY AND SITE FEATURES Cm2 TAKEN FROM A PLAN ENTITLED 'EXISTING CONDITIONS PLAN OF 1 LAND IN SALEM MA' DATED JANUARY 4, 2005 PREPARED BY m HANCOCK ASSOCIATES. N _m 1, O' C: \2678\2678-S14.dwg 8/29/2006 8:35:42 AM EST I Additions and i LE EN Adaptive Reuse PROPOSED CONDITIONS of the i 52 INTERMEDIATE CONTOUR HISTORIC 50 INDEX CONTOUR 110.6 x SPOT GRADE PRECAST CONCRETE CURB SALEM -- VERTICAL GRANITE CURB ---D-- - DRAIN UNE JAIL OBSERVED MAGNE77C MERIDIAN 211512001 ■ CATCHBASIN D �-- }— • DRAIN MANHOLE COMPLEX SC O M P L E X — - - UN O SEWER MANHOLE ----W------ WATER UNE Salem, MA t FIRE HYDRANT New Boston Ventures, LLC - o-I GATE VALVE h TEE BOSTONL MA -n 0 CL CONCRETE WALK m = RETAINING WALL Finegold - - - - GUARDRAIL X Alexander + EROSION CONTROL BARRIER Associates Inc BOULDER SLOPE om > CITY OF SALEM _r— CHAIN LINK FENCE Architects and O o HOWARD STREET BURIAL GROUND" STOCKADE FENCE Preservation Planners o a SIGN BOSTON. MA 9 80 p,� ikir li: f BRICK POTENTIAL FUTURE Structures North HP PARKING Structural SCALE: 1"=20' WASHED STONE PAVING 9 — 309. 11 —T—OJ 35 29�W N 87715, SALEM 1,^A �����\\\\\\\7\-7\\7\ -77j _' BUILDING "C" 15.95' 3 SPACES TRASH (EXIST. BA EMBOSSED CONCRETE BLW Evineers, Inc. ENCLOSURE ` RES[ IAL UNI oa 25'le" w Mechan Electrical Plumb' r _ � \ . FFFR4F.EL=29.5 and Fire Protection Engneers BUILDING 'B^ ,... .����:���.��� LITTLETON. MA 2 SP 0 9' � I(EXIST. JAILKEEPER'S HOUSE) OPEN o Gray Architects 3 RESIDENTIAL UNITS FOUNDATION (T\ ENTRANCE AT _ _ F.F.EL=30.54 N ArChlt =eCIB ELEV,=22.2 \ a N SALE3V. MA ENTRANCE AT n a PRECAST CONCRETE ELEV.=222 CURB (7" REVEAL) Hancock Associates I Ont Land Surveyors \ \ ENTRY EL 5 3' DANTVERS, MA \ =27.80 GARAGE ENTR EL.=26.5 (1YP.) H.W. Moore Associates, Inc. \ BUILDING "A" ENTRY EL CMI .... . . . . . ... .. . \ (EXIST. JAIL BLDG.) '25.5 3 E s 71 17 RESIDENTIAL UNITS, �� -RESTAURANT- \ ENTRY EL ENTRY EL Nor EiOSTON. MA \ rn\\\ JAIL EXHIBImar T =35.5 " 35.5.. of V O \ n BUILDING D + pRAWING TITLE ARTIST STUDIO 8 RESIDENTIAL R m L o_ F.F. ELEV.=22.26 , UNITS N �, LAYOUT PL.IARI! 9 PARKING SPACES M Q E x' F.F.EL=25.5 ` N\ N 8 34g 09'" SNOW SNOW STORAGE,/ , STORAGE GAR. E4 =26.5 N 3 19'41 2 2 , \ _. ..... .... In O Q 00 O a 1 R=52-00 ENTRY EL ENTRY EL \ =35.5 ;.. .. . ..=.35.5.. V EXISTING BITUMINOUS ,� 1 Q CONC. SIDEWALK \ \ \ ENTR55L 19' 20' 1T �t\ 80.38' 59.00' A *0 � N o - -- T.n.r -t S ORAGE 17 �• o N JS — 257.25' N 03770 I -- — — TRANSITION REVEAL �_TRANSDION REVEAL ICE FROM 0" TO 6 .` """.. ......................--_.......... . ....:.. v FROM 0" TO 6" S T. PE TER ( BLIC - VARIABLE WIDTH) S TREE T EXISTING STREET TREE i ©F►»pold Alezerxfer+ Amodetes he 2008 REVISIONS 17- 11l9A8 ADD EXISTING CONDITIONS NOTATION EXISTING — — — — — — — — — — — — 9 ^ RANITE STEPS TO REMAIN 4.m \—EXISTING BITUMINOUS it CONC. SIDEWALK EXISTING STREET LIGHT—/ EXISTING STREET EIGHT W W is T SCALF m 0 1"=20' IE n✓'r DATE PARKING SUMMARY „�t� r1 SMI ,'"�� 8/15/2006 JAMES M. g GARAGE SPACES 8 WHITE �'' DRAWN BY CF ECKBY ED TANDEM SPACES 8 CIVIL H�S JPG JMW No. 3,2 STANDARD SPACES 21 \ "F^ �E° PROJECT NL1v13ER TOTALSPACES 37 :*6 •;_�» •1LE•�\' ' 2760600 J DRAWING NILIMBER a 3 REFERENCE: 3 C=3 EXISTING PROPERTY UNES, TOPOGRAPHY AND SITE FEATURES TAKEN FROM A PLAN ENTITLED 'EXISTING CONDITIONS PLAN OF +: n LAND IN SALEM MA' DATED JANUARY 4,2005 PREPARED BY HANCOCK ASSOCIATES. .' ae I I I C:\2678\2678-014.dwg 8/29/2006 8:35:42 AI. EST Additions and BRICK LINED WA OFI HA I MANHOLE GENERAL NOTES: Adaptive Reuse 1. REINFORCED STEEL CONFORMS TO LATEST ASTM SPEC. f the 0.12 SQ.IN./ LINEAR FT. O AND 0.12 SQ.IN. (BOTH WAYS) BASE BOTTOM. HISTORIC 2. CONCONCWE COMPRESSIVE STRENGTH-4000 PSI MIN. 3. MANHOLE DESIGN SPECS CONFORM TO LATEST ASTM C-478 SPEC FOR SALEM BRICK SHELF "PRECAST REINFORCED CONCRETE SLOPE 1 FT. MANHOLE SECTIONS." ALTERNATE TOP SLAB uo ALTERNATE TOP SLAB JAIL 20 LOADING BWSC TWE "A" REINFORCED MEET f MANHOLE FRAME & COVER REINFORCED TO MEET H-20 LOADING � COMPLEX STANDARD MANHOLE MORTAR SET RATE PLAN FRAME & COVER PAVED AREAS NON PAVED AREAS ME IN FULL MORTAR FRAME do G ( LEBARON BED OF MORTAR LF 248-2 ) 1' DIA. DROP FRON - • 2'-0"t1" ADJUST TO REQUIRED GRADE GRADE NEW PAVEMENT TYPE ALUM. M.H. STEPS DIAMETER ADJUST TO REQUIRED GRADE N UJo DIAMETER w/MIN. OF 2 OR MAX. OF 5 Salem, MA GROUT U 8" MIN. w/MIN. OF 2 OR MAX. OF 5 •I wv 8" MIN. BRICK COURSES. FRAME TO BE + _ SAND-GRAVEL BASE 4" TOPSOIL Z BRICK COURSES OR EQUNALENT m aw SET IN FULL BED OF MORTAR. New BOSLOn Ventures. LLC "f1 o DIMENSION WITH REINFORCED Fur SEE JOINT DETAILS DIAMETER NEEDED TO BRING MANHOLE EXISTING PAVEMENT EXISTING OR NEW GRADE L F w CONCRETE COLLARS. 4'-0"t1" DIAMETER ROVIDE Y" OPENINGS BOSTON, MA - - —.. RIM TO REQUIRED ELEVATION PRECAST REINFORCED �' Z •I M.H.ONE SECTION ASTM CNFORCED R 8 (OIL TRAP) OUTSIDE OF PIPE Fine old o CONCRETE MANHOLE CONE MASTIC GASKET o MIN. 0.12 SQ. IN. STEEL PER a — 1" CLEAR I " CLEAR TWO COATS HEAVY BODIED ALL JOINTS v 4-0 tt Z DAL TAR EMULSION EARTH BACKFILL DIAMETER VERTICAL FOOT, PLACED MIN. 0.12 SQ. IN. STEEL PER y -RING RUBBER GASKET y 1" CLEAR ACCORDING TO AASHTO , VERTICAL FOOT, PLACED Alexander + L A J I NEW PIPE HEIGHT OF RISE 2" CLEAR DESIGNATION M199 0 ACCORDING TO AASHTO PRECAST REINFORCSEFRED 1' 1' COMONSTVARY f / 7 ORTAR ALL JOINTS " MIN. I DESIGNATION M199 Associates Inc CONCRETE MANHOLE a BARREL z BRICK SHELF 5" MIN. �2'-6" MAX. O T IDCLEARANCEOF PIPE Architects and 5" �- 5" ; AND INVERT DIAMETER HEIGHT OF RISER SECTIONS MORTAR ALL JOINTS Preservation Planners BRICK CHANNEL =0�_ STEEL REINFORCED PLASTIC 1" CLEAR PIPE PROVIDE V' OPENINGS VARY FROM 1'- 4'. TYPE MANHOLE STEPS AT 12 Y Y .� ''" "n 1 " 1" CLEAR BOSTON, MA ELEVATION OF BRICK ON CENTER •� !�{;,;,,... ,`<F• aR �r.:., �� SEE BASE DETAILS o .,,,r �M , . �� •� �i 5' MIN. CEMENT CONCRETE CLASS 'A' Structures North ABOVE INVERT TO BE Z F r'. F" �+i+... F `r`x + 3 BAR1-#3 BAR AROUND ' MIN. a Structural PRECAST REINFORCED CONCRETE w �," <a 3lr .:?v. xs- , t.• $ L FOPRES 18" DIAMETER OPENINGS I 3 BAR 5" MIN.o 0.8 DIAMETER OF PIPE MONOLITHIC MANHOLE BASE w r« „ u n, * y ro L & SLAB u• j. ?�3.:L' �: >t_`:t;7i tti_ 4" +11-1/2" MIN. AND OVER, 1" COVER T " N N PRECAST UNI Engineers GROUT PIPE OPENINGS TO BE PRECAST L 1-1/2 MIN. SALEM, MA NOTE: 3/4' TO 1" CRUSHED STONE IN RISER SECTION Z II II a 6" 6" GRAVEL OR WASHED CRUSHED STONE vnLL ONLY BE REQUIRED "� 5" MIN. N 5" MIN. r BLW En ineers, Inc. STONE AS APPROVED IF UNSUITABLE MATERIALS ARE ENCOUNTERED 111 PRECAST UNIT n N PRECAST BASE Mechanical Electrical Piurrlbing, . . . . . . . . . . . . . 1 BY THE ENGINEER OR IF PIPE IS BEING LAID WITHIN GROUND and Fire Protection Engineers WATER TABLE. OTHERWISE, PIPE MAY BE JOINT DETAILS BASE DETAILS , UNDISTURBED EARTH PLACED ON BOTTOM OF TRENCH AND EARTH ip LITTLETON, MA SECTION BACKFILLED. JOINT DETAILS BASE DETAILS PRECAST CONCRETE SEWER MANHOLE EXCAVATION & BACKFILL DETAIL PRECAST CONCRETE DRAIN MANHOLE PRECAST CONCRETE CATCH BASIN Gray Architects (Nor To scALE) FOR DRAIN PIPES (NOT TO SCALE) (NOT TO SCALE) Landscape Architects (NOT TO SCALE) SALEM, MA Hancock Associates Land Surveyors DANVERS, MA H.W. Moore Associates, Inc. civil Engineers BOSTON, MA DRAWING TITLEVARIES - - t-- - V -- SEE PLAN SITE DETAILS AILS 1-1 " BR. co c. FINISH COURSE TYPE 1-1 TYP. 4" CEM. CONCRETE /j 2" BR. CONC. BINDER COURSE TYPE 1-1 TYP. SEE PLAN CURB TYP. LOAM 6 FINISHED SEED S. 1.5R GRADE SLOPE VARIES `-- _(SEE PLAN) - ' - 6" COMPACTED GRAVEL BORROW 12" GRAVEL BASE TYP. CEMENT CONCRETE SIDEWALK PAVEMENT SECTION NOT TO SCALE (NOT TO SCALE) 9 V o ©RwgM Alexander+Anoolatee he 2006 REVISK)NS ` m 6. m o a r, m -- �. '. . . . F : eD FACE coQ SIDE :.::.. TWO No. 3 SCALE FF N I LENGTH/SEE DATA CHART _ I 7" REBAR ppN GJRg R ONE AS NOTED GVDATEH FACE SIDE FI EV- END ELEV. 6 A�QR rt,5 039-11 / 8/15/2006 NOTES (�G� P5� CpNCR/ DRAWN BY CHECKED BY i 1.) CONCRETE STRENGTH f'c 4,000 PSI DATA CHART QFLEG / JPG JMW ® 28 DAYS. DENSITY 150 PCF. APPROX. X 18 R_..u, 8 2.) CEMENT, PORTLAND TYPE I OR III LENGTH WEIGHT 6 / �`H OF �^.. PROJECT NUMBER PER ASTM C150-81. 3 -0 365 LBS. , ;��`� I`1'•. '. 27606.00 m 3.) ADMIXTURES, AIR & PLASTICIZERS 4'-0- 487 LBS. / �' JAMES M. PER ASTM C233-82. 5 -0 609 LBS. I WHITE DRAWING NUMBER s 4.) AIR ENTRAINMENT 5%-77. 6'-0 731 LBS. lel/ CIVIL No. 32146 A m 9��7f £rI STT \ PIAL VERTICAL VERTICAL CONCRETE CURB CURB TRANSITION DETAIL "B" (NOT TO SCALE) (NOT TO SCALE) CA 0 m IL 1 F i CA2678\2678-DETAILS-1.dwg 8/29/2006 12:46:03 PM EST i t� LEGEND PROPOSED CONDITIONS -52 INTERMEDIATE CONTOUR 5C INDEX CONTOUR 110.6 x SPOT GRADE PRECAST CONCRETE CURB VERTICAL GRANITE CURB -- -D--- DRAIN LME ■ CATCH BASIN PETER \\ OBSERVED MAGNETIC MERIDIAN 2/15/2001 - • DRAIN MANHOLE - S- - SEWER UNE Salem. MA O SEWER MANHOLE \ \ ------W------ WATER UNE \ \ 5 ♦ FIRE HYDRANT \ \\ PIPOA GATE VALVE & TEE REFER TO DRIVEWAY PLANS APPROXIMATE LIMIT OF FULL CONCRETE WALK New Boston Ventures. LLC DEPTH PAVEMENT CONSTRUCTION\ - MATCH DRIVEWAY ELEVATION INTEGRAL CONCRETE CURB & WALKBOSTON, MA , ® RETAINING WALL CI TY OF SALEM 0000000.000 STONE WALL Finegold EXISTING SMH A omADJ. RIM m?- "HOWARD .�7REET BURIAL GROUND'" ° GUARDRAIL Alexander + \ \ - R-19.2 � -M REMOVE - z, x O 1=1= EROSION CONTROL BARRIER EXISTING SMH 1=16.10 (PROP. 6") SEWER �r I-ADJ. RIM 1=15.9 (EXIST. 8") ln.,.l'vl MANHOLE \ 725 r� BOULDER SLOPE AssociatesInc \ \\ EMH� F;\ \ 7^p. RIN FROZENI EXIST. DOMESTIC WATER �c -°-°-�°-° - CHAIN LINK FENCE Architects and VEF.,S_ 1 - AND FIRE WATER TO -A -- \ CESSTx1(IST. SEWER TO 14_20 t REMAIN IN n RETAINING WALL v -°- STOCKADE FENCE \ \ \ 61I Preservation tanners REMAIN IN SERVICE _161 R='t2 59 �_ TOW 27.0 RREMOVE UBBLE. DEBRIS DE FIDLL SIGN BOSTON, MA Ap 6" SEWER SERVICE FOR PROPER GRADING f I BRICK 16. rn Y h15.9 5.4`x7' TRANS r 2(N) AD -4•' FIRE SERVICE "' ' 6" SEWER SMH f r " •1V; I SERVICE 27.2 28.11 R-27.85 Structures North 7/' 11W _ - 7< Ti '- -- - I I=17.0 1-20.51 10'CLF r- 1" DOMESTIC SERVICE R01.\ _ { GR.ANI W LL - 2771 - - - - - -- -- -- - - -- ---x-�x -- .--x wStructural p11G. � T ar 2' ` - N B52g�4"' WASHED STONE PAVING Engineers W \ 09 11 N CONC. WALK 28 29 , . ..a - S 35 W \ SALEM. MA r10 \ _ \ ¶ E# _ s8 CARRIAGE HOU \ 1 j • • �. -��,. -+ =� S CL m ry NCE GR (EXIST. BARN 6 (G.V. & BOX EMBOSSED CONCRETE BLW En ineers Inc. PROP13$ED \ - 4'w C\1 NCE \ \ \ D VE Y - sl L 1.28 N 30. RESIDENTIAL) N EF -b. \ \ \,, \ w =`1 n?af`6g�g / - vE v o TRASH 29.5 30.04 F s 25'1a W x v r;, Mechanics Electrical, Plumbing, \ \ ,\ / _(BY THE Aw 6" x ° 2 2"G sERVIc�ER \ ENCL$Va5 2: F.F.EL.=29.5 I1J F_cS6 �2 and Fire Protection Engineers x--�- \\\\\\\\\\\\�\\\\\\\\\\ + CONC.ST P5 �.n TRUGTURF - ` 38.90 -I LITTLETON, MA FIRE DEPT r T \ \ \ \�i 26.41 Mcl RE rtncc_ �a;FIRE oU _ cRAS��& \ 6"X4" TEE, � BOX y" ` d4 p• RA �,� CONNECTION ELEC.PANEL ¢�, GO LIL'.-DOMESTIC SERVICE ,`< 6„FIRE iN r� �� NP Fu _: J" \ & METERS 6" FIRE SERVICE (EXIST. JAILKE P R'S Hous _ Gray Architects \�\ 3.y-R_ y� J r ENaosED FIRE OUT CRUU 'f1:1�5 �, \\ iY '`.� .• :, �l.a2WfII8 STOOP ,�� oceN 1 Dorn OUT 1 `� SMH G \T=10 @, )I `r'\ \ ' T;; ., SERWCE, SCALED LOCATION ELEV.=30.7 \, 4" GATE VALVE & BOX „pqy^ p �E$ID�N IA UNIT z rallonnoN 2"poM UT ION P =19.6 - \\•� \\ WATER LINE ATE VA BOX - _ _ �•-- -_ W 49 OF FORMER -.- CrJ CONC <". :>: r�p ` ,L1.Eo� 97 / I=21.20 A Cldllt@CTSe k9.1;5 �_ A \ \ 1llll DES G e.G LVE & PAD F. 4 ,huE 4 ♦ R=272 . - - - - \, 9.21`+- \ OF WA TER \ 27. sans - CUR R ) _ - 0 SALEM, MA T �_ \ 1f \ R N SERV CES z s 6.91 " PRECAST CONCRETE \3 �-137'1__ \`. •\ \ \ \/\\ \:11.4(2) PD ENTRANCE s `w B (7" EVEAL Ii•OVER \ Ct. c:, \ ELEV.=21.26 \ UR!S� �\ \ \•`• � \\ 28.10 REVEAL Associates `; •� . .' • . . \ �9., TRANSITION ;y Hancock Ass \ S BLE t F. ��\ 2�T•"' \ C \\ r \ 21. x .?4 ENTRANCE \ I 6" TO 7" g \ �pt ENTRANCE 4 Lend Surveyors ��1316 DAE \� 20.4 ELEV.=21.26 r 28.0- 1 2 \ CB A-3-2 28.Jd \ ,� R=26.1 \\ \\ \ \ 21.12 ELEVB 2D 27 T u DANVERS. MA \ f - DDWNSPDUT (TYP > - _ GiiA1uTE3,r. con c. � r u; I=22.90 H.W. Moore Associates, Inc. •«� \ UESIG OC RETAINING 'LTA BOLLARD `" ` \ \ \ \ \ + o\ OF wER BRYANT w BOLLARD ! .s _ \ \ R=1296 \\ \\, \\ "\ 21.02 vICE WALL TOW _ iV�O�� / 1 y DMH A-3 CMI V A COJER \ v A t \oV - JS = \ &.EO (EXIST JAIL BLDG.) 250 1 3 d< G A°' R 25.5 \ \ s,:, G !�\ \ =22.40 \ \ \. \z, �,W x 7 RESIDENTIAL UNITS U' , _ w� / I zo o- - T p EngineersON, onlc \ ur . RICKS a ?• COMMERCIAL7. v z B MA p _ cV CET A-3-4- v \\ \\ \�\ \ n •.�\ '\\ -\ NATIO �-�$\\ .)AIL EXHIBIT -r - - h � - 1=22.55 a¢ �T h DRAWING TITLE v - ;'�l \ 7 O R=26.2 \ \ \ \ \ ARTIST STUDIO 1 , - �j o \ t \ z \o z"s \ RETAINING f:. I ro I - �6 �. \, F.F. ELEV.=21.26 - �', t rn - GA \ \5 OI WALL ' > O Ir <9 TOW 22.5 REFER TO \ rr .7 -- \< Q o SITE PLAN 8 3 0" E PLUMBING PLANS cR s 6.5 S ` ALEXANDE oN RC s „ m � W \ x N CRS_ 09'" I 1 N sc _ , _ 8 RESIDENTIAL i I � \ 0_ 6 941 ro R=25.48DMH--22 \ I ccerA ? UNITS i I Z Lu u V - 1.V2 N tT FlEL 2 R & 60' oowrlsPour 1=20.10(8"E) T,i- 7 2S. - - R=25.7 s PARKING SPACES (TYP.) i=17.0(8"N DEBRIS 1=23.2 ' I t, \ J N)�TF,E CONTRACTOR SHALL GIVE TWENTY FOUR (24) HOUR NOTICE TO \ \ \ s\ N� " h F.F.EL.-35.5 m =1 I u I veo O O \ \ �,• \ \ TANu�'"4' N 1=18.8(12 ; C. 6 SEW o I we 1 \ 2„ '763 SERVIC GARAGE. EL =26.5 I 1 �GUNC. rCP+ REMOVE CS DATION c P` COSTooF ( gRDEN LEVEL EL.=25 5 _ , I REA I ry V PERTINENT CITY DEPARTMENTS BEFORE COMMENCING ANY WORK IN THE FIELD. EXISTING BITUMINOUS \ \ ,� a� \ D META °' STEP PLUG PIPER„� pRAIN 000nR�iav CONC. SID ALK �. \•. N. .0. y P N.F.Q N A tWNA AC ; ET(1 y 21 4 STEP WIJW N'1Y \� \ y9 „3Z -14-4 OU1�t1E INLET r• " q� I REFER TTS' Q 2J ALL SITE WORK AND MATERIALS SHALL CONFORM WITH THE CITY OF SALEM \\ \ c ti' \ \ \ \\' \\ SUMP 11.6\ DOWNSPOUT YALE-N.F. =23 OT ° u xn - EI " NGas METER =23.t(Nw S1YI \ PLUMBING PLANS _ BUILDING REQUIREMENTS. \ \ �� ( •) EMERGENCY' 1.20.6@ 6f'i(C. ALL • „ 25 ,.``�6 , RI UE)\. I \ ...\5 \\ �..... \ w� T, \ .33 * EXIT \ \\ `'o, \ \\ o ��� \ a L 3.) UNDERGROUND UTILITIES,AS SHOWN, WERE DERIVED FROM FIELD INVESTIGA\ \ \\ \\ -�2� -04R * 2 „ ACCURATETIOONTACN AND T"D G STIFFLANS OF ER MRNIMUM OF 72 HD AND MAY OURS URS PR ORE O TE OR ���N If BOARD PO[f'°° �[ \ r UE H ,,, 30 PO \ 1 \ \1 -� QN#- \- - - Ems' - -r - 29.35 .. r,�, r. r' - ._25� .A . 3Q "14 _. < .ii _ 2 .0 J GRA E WALL - COMMENCING SITE WORK. N ,• GRAN. 'GRAtJ. k -- \ B7r �-'�' , 'ON \ "'T PIER SlC1FW.4Lh T ' N REVEAL '� �F T-• s.3' T a - "- -T ;.1 T �3 - ---,;35 fli0 "i9 _ > 4.) ALL DISTURBED AREAS, NOT OTHERWISE DESIGNATED, SHALL BE COVERED T- - - - 1 , ►,_ e WITH4"OF 7J '...4 30,'( 1 25.8 2n... 26.51 LOAM AND SEEDED. SITE 1i•`^' \\ ��5 •7.h% D� HS^ v REC.rON. s'SEwFR(Rj i 15• Cp - - - - -T - - -- 11 c T T 0 I _ T s 5. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE CO IE.Ct10Nl\\ t5r - �� ERIC (R - i 9' S �LlC - VA / BLE w1077Y, 2132 S TREE T. ° "RCPT' ---d k-2s os EXISTING STREET TREE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH.ADJUST ALL OTHER RIM 4 -7�O`2$ \ \ STREE r BY-PASS 9 ) 5\- TE l] pE n, = is ,J / .' PETER •la.a5 I \ \ - .'Zo � 6 G-= --- \ „ EFERT�--=� - - - --J " -g•• _' 'Rca 8'2\ ELCvAT! \ \ PROPOSED BRIDGE \ 6'G N E- \- IO"W \ _2 410 W 72" R " ONS OF EXISTING MANHOLES,WATER GATES, GAS GATES AND OTHER 1-1 ll "�= UTILITIES TO FINISH GRADE WITHIN LIMITS OF SITE WORK. \ \ BY OTHERS 49117 I v 1 �, \\ N. .O. \\ J TO W \ \ ( ) 6.35E E T8. VGC 0 E 0.93 O"W---�PLHMBMG PIANS E- =I \ ©FbegokJAlexender+AaeodateeInc 2008 \\ \\ \\ E. t1\°c\ t \\ D1RSE 2?'fi3 - 2 E- 6.) THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION REVISIONS a.�i EyGC °r, � ;,;, OF PIPE p_14.66 � - - AND;•DJUSTMENT OF GAS, ELECTRIC,TELEPHONE, FIRE ALARM AND OTHER PRIVATE UTILITIES BY THE RESPECTIVE UTILITY COMPANIES,AS REQUIRED. p_l 4.50 \\ �C\� _ gyMF�9 \\�., 1/ `\\ R-1451.., N.P.O. SMH C SMH D Ig, 5 EXISTING SMH E DMH A-2 4-3-07 ',EVJBt LPE I�tOuE R=22.0 R=23.2 S GRANITE STEPS R=25.5 R-25.20 R 6 06 10"X6" TAPPING SLEEVE, 2-29„� GENERAL REVISIONS AFI R_1ax2 \\ 4 i0.2(5 ) 1 13. (') R=25.9 < . ,y7 5) 9 6(171 I-18.00 I=19.00 N TO REMAIN ='9.80 1=21.70(IN) .22,g(,E)S1r a C -21.<(SW) GATE VALVE & BOX 7.) ALL DRAIN PIPES 12 INCHES OR LARGER SHALL BE CLASS IV REINFORCED 6,3sW) \\ -13 O =21.50(OUT) _22 6(SE>x1Y e CL I t=19'L(W� CONCRETE PIPE WITH RUBBER GASKET JOINTS OR PVC SCHEDULE SDR #35. 5.7 N) 1_19.2N •I EXISTING BITUMINOUS DMH 1<20.3(SW) DR "N PIPES LESS THAN 12 INCHES SHALL BE PVC SCHEDULE SDR #35. 15 B&, CONC. SIDEWALK R=24.2 EXISTING STREET LIGHT-- j=203(N) I=20.00(8") EXIST. DMH TEST PIT 8.) WATER LINES SHALL BE CEMENT LINED DUCTILE IRON CLASS 52. EXISTING STREET LIGHT 1-18.00(6") R=25,20 DETERMINE ELEVATION OF EXISTING CON'RACTOR TO VERIFY SIZE AND MATERIAL OF EXISTING WATER. m \ \ \ L 1=16.52(12"IN) 1=20.80(PROP, 12') TELEPHONE DUCT BANKS PRIOR TO \ \ \ I I=15.20(12'OUT) 1=20.3(15" OUT) DRAIN CONSTRUCTION 9. SEWER UNES SHALL BE POLYVINYL CHLORIDE,CLASS IV, PVC CONFORMING \ \ \ L EXIRT.19 85 TO ASTM D 3034-SDR 35. FITTING SHALL BE RUBBER RING CONFORMING TO ASTM D 3212. \ \ 1=13.8(N) DIRECTIONAL DRILL 12" \ \ DRAIN UNDER WALL o \ \ 1-14.90(PROP. 12") 0 \ \ \ \� (SEE NOTE 15) 10.)ALL DEMOLITION MATERIAL SHALL BE PROPERLY DISPOSED OF. REFER TO SCALE \ \� BOARD OF HEALTH REQUIREMENTS FOR THE PROPER DISPOSAL OF MERCURY 1"=20' a \ \ SWITCHES, FLUORESCENT LIGHTS, ETC. ATE \\ \\ \ \\ \\ TEST PR 11.) CONTRACTOR SHALL INSTALL AND MAINTAIN A STONE APRON OF 61NCH OR 44/23/07 m \ \ \ DETERMINE ELEVATION OF EXISTING \ \ \ TELEPHONE DUCT BANKS PRIOR TO 20 POUND STONES AT LEAST 30 FEET WIDE AND 50 FEET LONG TO BE USED \\ \ \ \ \ DRAIN CONSTRUCTION THROUGHOUT THE CONSTRUCTION PHASES BETWEEN ALL WORK AREAS AND DRAWN B7 7C�HECKED BY PA�tD AREAS, JPG JMW o \ \ \\ \\ 12.) SEDIMENT TRACKED ONTO THE PUBLIC WAY SHALL BE SWEPT AT THE PROJECT NUMBER CONCLUSION OF EACH CONSTRUCTION DAY. 27606.00 13.)THERE IS CONSIDERABLE CEMENT CONCRETE SLABS, FOOTINGS AND DRAWING NUMBER FOUNDATIONS ON THE SITE WHICH MUST BE REMOVED AS PART OF THE SITE N \ IMPROVEMENT WORK.THE CONTRACTOR SHALL INCLUDE THIS COST IN HIS BID PRICE. REFERENCE: 14.) CONTRACTOR IS RESPONSIBLE FOR FLUSHING AND VIDEO TAPING THE a \ \ \\ EXISTING PROPERTY LINES, TOPOGRAPHY AND SITE FEATURES EXISTING SEWER SERVICE.VIDEO TAPING SHALL BE PERFORMED BY A FIRM N \ \ \ \ ( \ TAKEN FROM A PLAN ENTITLED EXISTING CONDITIONS PLAN OF EXPERIENCED IN THIS WORK AND APPROVED BY THE ARCHITECT. m \ \ \ \ \ \ C=2 LAND IN SALEM MA" DATED JANUARY 4, 2005 PREPARED BY \ \\ \ \\ \\ \\ HANCOCK ASSOCIATES. 15.) USE DIRECTIONAL DRILLING OR OTHER APPROVED METHOD TO INSTALL m \ DRAIN LINE UNDER EXISTING STONE WALL. SUBMIT METHOD FOR APPROVAL. m \ \ \ \ \ DETERMINE BOTTOM ELEVATION OF THE TELEPHONE DUCT BANKS PRIOR TO \ \ \ \ \ \ CONSTRUCTION. I I _ C:\2678\2678-S23.dwg 2/29/2008 1:55:48 PM EST _ ILEGEND PROPOSED CONDITIONS � - 52 INTERMEDIATE CONTOUR — 50 50 INDEX CONTOUR 1 10 6 x SPOT GRADE M PRECAST CONCRETE CURB L j - ---- VERTICAL GRANITE CURB --D--- DRAIN LINE PT OBSERVED MAGNETIC MERIDIAN 2/15/2001 _ `- --_ ■ CATCH BASIN 1 1. T • DRAIN MANHOLE S— — SEWER LINE CIDm \ \ O SEWER MANHOLE Salem, MA \ \\ < as a b ------W------ WATER UNE \ a \ \ H -- ♦ FIRE HYDRANT \ O \ REFER TO DRIVEWAY PLANS APPROXIMATE LIMIT OF FULL .r �- - -- GATE VALVE & TEE New Boston Ventures. LLC \ �9� DEPTH PAVEMENT CONSTRUCTION CONCRETE WALK \ \ MATCH DRIVEWAY ELEVATION BOSTON, MA \ m� - - -- --- — _ RETINTEGRAL �WALL ONCRETE CURB & WALK Fine old g\ 9F 6 PROPOSED PARKING _ GUARDRAIL Alexander + �\ CITY OF SALEM UNDER BUILDING N e "HOWARD .STREET BURIAL GROUND" 15 PARKING SPACES �ED EROSION CONTROL BARRIER\\ Associates O I n BOULDER SLOPE VA Q —<—,—<—°—,—,- CHAIN LINK FENCE Architects and \ \ —°- STOCKADE FENCE Preservation Planners �\\ -°-°-°a°-° SIGN BOSTON, MA \ \ \\ 9.80 1 0 o REMOVE DEBRIS AND RUBBLE. PROVIDE FILL \ \ \\ \ 5.47' TRANSFORMER PAD �� FOR PROPER GRADING POTENTIAL FUTURE BRICK \ n n HP PARKING Structures North _ _ �.__ Structural \ J 30911' �— �— — — — -r -r — SCALE: 1 '=20' WASHED STONE PAVING Engineers \ \\ L S 33529 W N 5.95' SALEM, MA 2 SPACES �� CARRIAGE HOUSE ` \ \ ( \ PROPOSED ENTRANCE (EXIST. BA \ EMBOSSED CONCRETE BLW Enrgineers Inc. \ \ DRIVEWAY , ELE�•=21.26 TRASH 1 RES[ IAL UNI Mechanics, Electrical Plumbing, \ \ / (BY OTHERS) - - -, ENCLOSURE /F. .=29.5 042518' W \ JJ and Fire Protection E Ineersg �\ `I LITTLETON, MA � / McINTIRE \ \ o ENTRANCE EXIST. JAILKEEPER'S HOUSE `° Gra Architects eLEv.-21.26 _ — — — - ( 3 RESIDENTIAL UNITS ) 17' < 24' 17 Landscape v v F.F.EL.=3osa Architects r PRECAST CONCRETE SALEM, MA ENTRANCE -- -CURB (7" REVEAL) \ ' ELEV.=z,z6 Hancock Associates TRANSITION REVEAL ENTRANCE ENTRANCE ; Land Surveyors \ \ ELEV.-2126 E[�/•=Zg•pp 76, DANVERS. MA t I MOM 161 44 \ `�"� H.W. Moore Associates, Inc. BOLLARD GRANITE � 4' _ BRYANT BOLLARD I K \ \\ \ \\\ (EXIST.JAIL BLDG.) \ `�° o Engineers z 7 RESIDENTIAL UNIT I a �, = \\ \\ \ \ BRICK d 3 BOSTON, MA \ \ \\ PATIO CQ , COMMERCIAL L _� _ — N I v JAIL EXHIBIT 1 \\\ \\\ \\\ \�o o " ARTIST STUDIO ) m DRAWING TITLE F.F. ELEV.=21.26 I Z Z LAYOUT PLAN L - - - ---- - p N 383420 ,E SNOW SNOW ALEXANDER ---- U N Ch.=49 09 STORAGE sroRAGE 8 RESIDENTIAL ti \ \ N\ 19'41' \ Z W \\ \\ \ \ \ \ \ GL551.12' UNITS I Q V 2 \ \ \ \ R_52.00 15 PARKING SPACES w Q) Q \ \ "NOT F.F.EL.=35.5 z ? I A \ \ \\ \\ \ TANGENT' GARAGE. EL =26.5 w GARDEN LEVEL EL.=25.5 EXISTING BRLII4INOUS \ \ cc I CONC. SIDEWALK \ \ EMERGENCY i i EXIT \ \\ \ \ 7 ———— \ V A \ IA w ' TO�AGE; - - - ° a .� - : --------- s— TRANSITION FROM 0»R 0 6 - \ � tL / `/ ( :UBLIC - VARIABLE- WDTHJ EXISTING STREET TREE ST. PETER S TREE \ \ PROPOSED BRIDGE \ \ STREET BY-PASS \ \\ \\ (BY OTHERS) OO p FYxigdd Alexander+Associates Inc 2008 REVISIONS - - - - - - - - 2-29-08 6aerAL REVISIONS / JEXISTING - - \ \ \ / / GRANITE STEPS � TO REMAIN \\ \\ J CONCNSIDEWALK BITUMINOUS EXISTING STREET LIGHT— EXISTIG d \ \ �I o \\ `--EXISTING STREET LIGHT m \\ \ \ m \\ \\ \\ M o \ a \ \\ \\ SCALE \ \ a \ 1"=20' \ \ \ \ \ \ \\ \\\ \\ PARKING SUMMARY 44/23/07 GARAGE SPACES 15DRAWN BY CHECKED BY \ \ \ \ \ STANDARD SPACES 21 JPG JMW TOTAL SPACES 36 PROJECT NUMBER o \ 27606.00 - 7 DRAWING NUMBER \ \ \ \ \\ \ REFERENCE: EXISTING PROPERTY LINES, TOPOGRAPHY AND SITE FEATURES \ \ \ \ ( \ TAKEN FROM A PLAN ENTITLED 'EXISTING CONDITIONS PLAN OF C=3 \ \ \\ \ \ \ LAND IN SALEM MA" DATED JANUARY 4, 2005 PREPARED BY \ \\ \ \\ \\ \\ HANCOCK ASSOCIATES, C:\2678\2678-S23.dwg 2/29/2008 1:55:48 PM EST BRICK LINED WALL OF RAPED INV RTMANHOLE GENERAL NOTES: 1. REINFORCED STEEL CONFORMS TO LATEST ASTM SPEC. 0.12 SQ.IN./ LINEAR FT. 50 AND 0.12 SQ.IN. (BOTH WAYS) BASE BOTTOM. 2. CONCRETE COMPRESSIVE STRENGTH-4000 PSI MIN. 3. MANHOLE DESIGN SPECS CONFORM TO LATEST ASTM C-478 SPEC FOR BRICK SHELF 'PRECAST REINFORCED CONCRETE h� i T SLOPE 1 FT. MANHOLE SECTIONS.' PETER— REINFORCED E 1 E K m ALTERNATE TOP SLAB oo ALTERNATE TOP SLAB �-•f 1 ��-��ff 1 B1YSC TYPE "A" REINFORCED TO MEET REINFORCED TO MEET PLAN STANDARD MANHOLE MANHOLE FRAME & COVER H-20 LOADING H-20 LOADING FRAME do COVER PAVED AREAS NON PAVED AREAS SET FRAME IN FULL MORTAR Salem MA �{8ED OF MORTAR MORTAR--- —FRAME & GRATE ( LEBARON I FINI LF 248-2 ) - SHEm 7" DIA. DROP FRON y —O tI « GRADE '—O f1 _ ADJUST TO REQUIRED GRADE -� NEW PAVEMENT TYPE ALUM. M.H. STEPS ADJUST TO REQUIRED GRADE v W z - GROUT DIAMETER w/MIN. OF 2 OR MAX. OF 5 �j o=� DIAMETER - w/MIN. OF 2 OR MAX. OF 5 SAND-GRAVEL BASE 4" TOPSOIL U Z 8" MIN. BRICK COURSES OR EQUIVALENT oD itv 8" MIN. BRICK COURSES. FRAME TO BE EXISTING PAVEMENT- EXISTING OR NEW GRADE a F < '' SEE JOINT DETAILS SET IN FULL BED OF MORTAR. New Boston Ventures LLC pgyp NEEDED TO BRING MANHOLE g o DIMENSION WITH REINFORCED �N RIM TO REQUIRED ELEVATION w CONCRETE COLLARS. 4'-0"ti" DIAMETER ROVIDE 'Y" OPENINGS BOSTON, MA PRECAST REINFORCED - w n 'o PRECAST REINFORCED CONCRETE c CONCRETE MANHOLE w I 1" CLEAR CONE MASTIC GASKET 1 o '0 " (OIL TRAP) _ +2" CLEARANCE /� r , M.H. CONE SECTION ASTM C-478 ` OUTSIDE OF PIPE Flneu OId TWO COATS HEAVY IE ( ALL JOINTS r g COAL TAR EMULSION EARTH BACKFILL/ ~ DIAMETER MIN, 0.12 S0. IN. STEEL PER " CLEAR VERTICAL FOOT, PLACED 1" CLEAR 5 MIN. 0.12 SQ. IN. STEEL PER Alexander + O-RUNGJITIN RUBBER GASKET 1 ACCORDING TO AASHTO VERTICAL FOOT, PLACED AT JOINTS NEW PIPE HEIGHT OF RISE 2« CLEAR;7 DESIGNATION M199 ACCORDING TO AASHTO PRECAST REINFOR ED 1' 1' FROM SECTIONS TO R4'. CONCRETE MANHOLE MORTAR ALL JOINTS —5" MIN. DESIGNATION M199 Associates Inc BARREL _w BRICK SHELF 5" MIN. /V-6" MAX.\ OUTSIDE OF PIPE a Architects and 5° AND INVERT +2" CLEARANCE 46" DIAMETER « HEIGHT OF RISER SECTIONS -MORTAR ALL JOINTS Preservation Planners PIPE VARY _ BRICK CHANNEL --- REINFORCEDP - 1" CLEAR PROVIDE "V" OPENINGS �� 1M CLEAR SEE BASE DETAILS BOSTON, MA \ TYPE MANHOLE STEPS AT 12" �,, < ELEVATION OF BRICK ON CENTER 5" MIN, CEMENT CONCRETE CLASS "A" ABOVE INVERT TO BE PR AST REINFORCED CONCRETE Z a ' Y 0.8 DIAMETER OF PIPE MONOLITHIC MANHOLE BASE 1 + f, ; , ' ) ;T ' :. ' ` 1- 3 BAR AROUND OPENINGS 5" MIN.O �y 3 BAR MIN. Structures North & SLAB 77f x^ ._, 'i ?x } m - FOR PIPES 1B" DIAMETER r.3"BAR Structural ` ,''t 1"' / AND OVER, 1" COVER ~ PRECAST UNIT Engineers 'z .x .:: � .: ti.! • _,., 1-1 2" MIN. r a GROUT 3 4" TO 1" CRUSHED STONE 2 PIPE OPENINGS TO BE PRECAST ?� 1-1/2" MIN. SALEM, MA 6" NOTE: / IN RISER SECTION ? Y 6" GRAVEL OR WASHED CRUSHED STONE WILL ONLY BE REQUIRED M = 5" MIN. r O BLW En ineers Inc. III N , 5" MIN. t STONE AS APPROVED IF UNSUITABLE MATERIALS ARE ENCOUNTERED 3 PRECAST UNIT 1) w BY THE ENGINEER OR IF PIPE IS BEING LAID WITHIN GROUND - - PRECAST BASE Mechanics?,Electrical Plumbing, UNDISTURBED EARTH WATER TABLE. OTHERWISE, PIPE MAY BE JOINT DETAILS BASE DETAILS and Fire Protection Engineers PLACED ON BOTTOM OF TRENCH AND EARTH SECTION BACKFILLED. JOINT DETAILS BASE DETAILS LITTLETON, MA PRECAST CONCRETE SEWER MANHOLE EXCAVATION & BACKFILL DETAIL PRECAST CONCRETE DRAIN MANHOLE PRECAST CONCRETE CATCH BASIN Gray Architects (NOT TO SCALE) FOR DRAIN PIPES (NOT TO SCALE) (NOT TO SCALE) Landscape (NOT TO SCALE) Architects NOTE: SALEM, MA YARD DRAINS SHALL BE THE SAME AS A CATCH BASIN Hancock Associates BUT WITH A TWO FOOT SUMP AND NO OIL TRAP HOOD. 1 2"_ROUNDINGS Land Surveyors (CON4) 5'-0" DANVERS, MA n CONCRETE WALK HEAVY BROOM FIINISH HW Moore Associates, Inc. I 6" PERPENDICULAR it 1-#4 REBAIR3" TO CURB CNd PAINTED A V I R. " CLR. TOOLED JOINT EL. VARIES Engineers GROUND SEE BOSTON, MA .) 6" CURB REVEAL TYP. SPECSLOPE t 5% m 0" REVEAL AT FLUSH .M CURB LOCATIONS DRAWING TITLE C3 L I NEW BITUMINOUS ° � CONC. PAVING .w SEEPLAN)(SEE TYP. SECTION) _ SITE DETAILS PAVEMENT I cj 11 10-6"x6" 1-1 2" BIT. CONC. FINISH p _ a o c • GALV. WIRE MESH COURSE TYPE I-1 TYP. 4" CEM. CONCRETE IT N LO n o 6" COURSE TYPE I-1 TYP. a "^ o SEE PLAN CURB J FINISHED TMP \ LOAM V1 S. 1.5X GRADE SLOPE VARIES PAVEMENT I Q I m o o _ t --— ice„ _,,, (SEE PLAN) BASE O O 6 COMPACTED `D I NEW COMIPACTED GRAVEL _ u GRAVEL BORROW FILL ALL ARZOUND AS SHOWN. - CLASS "D° SLOPE T(OP OF FILL TO 12" GRAVEL CONC. ' INTEGRAL CONCRETE MAMAINTAITCH W MIN`OSLABPE O BASETYP. CURB & SIDEWALK DETAIL THICKNESS. CEMENT CONCRETE SIDEWALK PAVEMENT SECTION 2'-0' NOTES: (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) ALL AROUND STEEL BOLLARD DETAIL 1.) CONTROL JOINTS EVERY 6' MINIMUM. (NOT TO SCALE) 2.) PREMOLDED JOINT FILLER EVERY 30'. ©Rnegold Alexander+Associates Inc 2006 REVISIONS 2-29-08 GENERAL REVI5IOW m s a � B „ 6„ x GRANITE n BOLLARD ° 8 a • :.: � �R'nGP� ' s 00 FACE pCC SIDE E PAVEMENT TWO NO. 3 SCALE a LENGTH/SEE DATA CHART _ I 7" REBAR S\�p� G GudeR SNE AS NOTED FACE SIDE ELEV, END ELEV. �o t G� DATE 0 eFGP r 4/23/07 $ PAVEMENT BE (SGP\ p GONGR�(E / / DRAWN BY CHECKED BY AS < 0 .4 " 1 .) CONCRETE STRENGTH Vc 4,000 PSI DATA CHART �e " pREGPs� / / JPG JMW o CLASS "D' V .1CONC. +e 2.) LENGTH WEIGHT® 28 DAYS. DENSITY 150 PCF. 6" x 18 / CEMENT, PORTLAND TYPE I OR III / PROJECT NUMBER - PER ASTM C150-81. 3 -0 365 LBS. / 27606.00 15 3.) ADMIXTURES, AIR & PLASTICIZERS 4 -0 487 LBS. / .� " PER ASTM C233-82. 5 -0 609 LBS. I / DRAWING NUMBER m . . *• 4.) AIR ENTRAINMENT 5%-7%. 6 -0 731 LBS. r i 2' 3 ALL AROUND a GRANITE BOLLARD DETAIL VERTICAL CONCRETE CURB WCURB TRANSITION DETAIL "B" C_4 (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) 0 m N 0 IL@ C 3 N C:\2678\2678-DETAILS-5.dwg 2/29/2008 3:04:09 PM EST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1/ 18 19 20 21 22 23 24 25 26 27 28 29 30 ti I - - f f J 'I _ 1 1 \ , - L ^^ J , � / \ `---------------------- r \ . y ----------- Z----------- ----------------------------------- --- \ ,• SS t3 y, PAI S To , t3RIDGE , S --- -- -- - ^ , 246 (� / ? = 245 \ / PROPOSED RELOCATED <7 \ 01 ROADWAY AND WALK BY A \�/ ! -l- '' MASS HIGHWAY (TYP.) ------------ ----------------- 0 A 1 i \ /✓ ,% / n \ \ `� /' ; �` \ 'J �F�T /r" ------ ------------- / \ \ i z / y1 �I --�� - ---- - \\ PROPOSED HOT MIX ASPHALT DRIVEWAY LIMIT OF WOR REM. CB 1 STA. 1 + 10 " - �`_ ^ - \ \ s / yy, nye' i, ` /r ��, \\ \�, W. RIM moi / /LOAM & / /�. � V', F- ' i'',, \ `^ SEED MEET EXIST - x . � __ �� — — _, ,: _-� ^ — ^, - , � 1 `� , —�� 5 ,� , \ /-. ' .' l J — � 7z ADJ. RIM v ` 0 _ LOAM & / \ SEED ADJ. RIM ^ PROPOSED ELOCATED \ \ // / \ \ \` 'T ``� \i , {• / O \ ROADWAY N D WALK � ox \10 ..\ \�\ '� \ + t_ ✓ BY MASS IGHWAY \ 12_ _ %- ✓-. C �� \ REM. C. ` , M / \ _ ` 0,\ PROPOSED `. R 3 - �� \\ ,- �-.� /, � ,- j; / " � '� 13 =20'� �^.. � � � � � � _ ` EM. CONC. Z / DRIVEWAY \ ` x o' n l/ 1� I- R-50' 4 \ 11=10 ` C = - -1- _ . 0 �D' R-5 13 �� -` CCB '_ pr�'8g �'f-,c — .--- / LOAM /� / /✓j +/ / SEED n 1 / j .• `. ^, \ EXISTING srot3E �� . w < -' REVISIONS „< -I RETAINING WALL r ` ^ `\ \ H �Il i PROPOSED HOT MIX y\ / \ ASPHALT DRIVEWAY _ < T / ( �r i ISSUE DATE DESCRIPTION C c DATE: JUNE 15, 2006 L ( O V 0 J OI r - p,4 "E� �� ��` ��` /I _ �_J \ SCALE: 1" = 20' m /" ��. ✓� SHEET 1 OF 1 p ADDITIONS AND ADAPTIVE REUSE OF THE HISTORIC SALEM JAIL =`- COMPLEX -6C SALEM, MASSACHUSETTS a ti. ' 'r �` ) PROPOSED DRIVEWAY PLAN hwmoor�o d ASSOCIATES , INC . wA CIVIL ENGINEERING I LAND PLANNING 112 Shawmut Avenue, Boston, MA 02118-2227 a tel: 817357-8145 fax: 817-357-9495 web: hwmoore.com C'\2678-v2678-MHD,dwg 6.'15/2006 4019 I`"4 LS1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Additions and Adaptive Reuse of the List of Abbreviations Graphic Symbols Site Plan Review List of Drawings HISTORIC SALEM JAIL COMPLEX A A/C AIR CONDITIONING J JT JOINT PLANNED UNIT DEVELOPMENT ACT ACOUSTICAL TILE ° ADJ ADJACENT BUILDING SECTION T-1 TITLE SHEET ADD'L ADDITIONALL L LENGTH A"p AFF ABOVE FINISH LAM LAMINATE FLOOR LAV LAVATORY �a Salem Massachusetts AHU AIR HANDLING UNIT LCC LEAD COATED COPPER C-I EXISTING CONDITIONS PLAN OF LAND 7 ALT ALTERNATE LF LIGHT FIXTURE ° EXTERIOR ELEVATION C-2 SITE PLAN ALUM ALUMINUM LIN LINEN CLOSET A ° C-3 LAYOUT PLAN ANC BLT ANCHOR BOLT LP LOW POINT C-4 SITE DETAILS APPROX APPROXIMATE LTWT LIGHT WEIGHT ARCH ARCHITECT ° WALL SECTION ASPH ASPHALT A � MOIL MeAn�e� ARBLE A ° AUGUST 15, 2006 I V I MAS MASONRY B BC BRICK COURSE MAX MAXIMUM L-1.0 LANDSCAPE PLAN BD BOARD MB MARKER BOARD BIT CONIC BITUMINOUS MECH MECHANICAL ° BUILDING DETAIL CONCRETE MIN MINIMUM A ° AR04TE-CTLIPAL BLDG BUILDING MISC MISCELLANEOUS q ✓�r :t i BLK BLOCK MNFR MANUFACTURER BLKG BLOCKING MLD MOULDEDPARTITION TYPE , 8 A-1.01 BUILDING A GARDEN LEVEL FLOOR PLAN (Scale, 1/8'= 1'-O') y ,/ BM BENCH MARK M.O. MASONRY OPENING Yp, R BOTT BOTTOM MR MOISTURE RESISTANT � x BSMT BASEMENT MTL METAL I 8 COMBINATION PARTITION TYPE EXTEQK]R ELEVATIOI�LS u w C CAB CABINETN NA NOT APPLICABLE A-2.01 BUILDING A EXTERIOR ELEVATIONS- SOUTH AND NORTH (Scale: 1/8'- 1'-0*) CH CEILING HEIGHT NIC NOT IN CONTRACT A-2.02 BUILDING A EXTERIOR ELEVATIONS- EAST AND WEST (Scale: 1/8'- 1'-0') CHNL CHANNELNOM NOMINAL tt WINDOW TYPE A-2.03 BUILDING B EXTERIOR ELEVATIONS- NORTH AND WEST (Scale, 1/4'- 1'-0') CIP CAST IN PLACE NTS NOT TO SCALE O A-2.04 BUILDING B EXTERIOR ELEVATIONS- SOUTH AND EAST (Scaler 1/4'- 1'-0') CJ CONTROL JOINT A-2.05 BUILDING C EXTERIOR ELEVATIONS (Scale' 1/4'- 1'-0') CL CENNTTTEER LINE O OA OVERALL A-2.06 BUILDING D EXTERIOR ELEVATION- NORTH (Scale) 1/4' 1'-0') � . OC ON CENTER tt A-2.07 BUILDING D EXTERIOR ELEVATION- EAST (Score: 1/4'- 1'-0') a. s., CLOS CCLG LOSET O DOOR NUMBER A-2.08 BUILDING D EXTERIOR ELEVATION- SOUTH (Scale: 1/4'- 1'-0') ILING OD OUTSIDE DIAMETER OH OPPOSITE HAND A 2.09 BUILDING 0 EXTERIOR ELEVATION- WEST (Scale; 1/4'- I'-0') CLP CLEAR CMU CONCRETE `* . MASONRY UNIT OPNG OPENING VESTIBULE OPP OPPOSITE , 1-01-1 ROOM NUMBER CNTR COUNTER • v , COL COLUMN PD PLAZA DRAIN .. pi FFCTQIC`A1 :. s „. COMP COMPOSITION PLAS PLASTERr P.A.F. POWDER ACTUATED E0,5 ELECTRICAL SITE PLAN AND SCHEDULES CONIC CONCRETE INTERIOR ELEVATION CONST CONSTRUCTION FASTENER PL PISTOL LOCKER CONT CONTINUOUS « PLAM PLASTIC LAMINATE 3�, 'r " 4, CORP CORRIDOR CPT CARPET PROPERTY LINE 2F° �UMB PLUMBING FIR T V ELEVATION MARKER CRS COURSE(ING) O' o' PMP PREFINISHED METAL PANEL # �.T � ^" CS CONCRETE SEALER CT CERAMIC TILE ^� t xEv PPT PRESSURE PRESERVATIVE " '' CW CURTAIN WALL TREATEDc ;. w � two _ �y PR PAIR I REVISION MARKER " ` n DEMO DEMOLITION PTD PAINTED i� " s `� - " PT° PAINT COLOR , _ - DIAG DIAGONAL m' ;'; ' „ . D PTN PARTITION T A 1.5 DIM DIMENSION (� SEALANT JOINT t� DL DRAIN LEADER PVC POLYVINYL CIILORIDF DN DOWN PWD PLYWOOD DS DOWNSPOUT pw T� ^tk r DX DUPLEX DWG DRAWING R R RADIUS/RISER f^ #k r« RB RUBBER v TOILET ACCESSORY aH }} y DW DISHWASHER 'y RD ROOF DRAIN a I q REF REFRIGERATOR + EA EACH REFURB REFURBISH " " ( Tek a + EEC EGG CRATE E r z . F 4 t. ' ii RES RESILIENT q EF EACH FACE REO'D REQUIREDALIGN SURFACES EJ EXPANSION JOINT RF ROOF FAN s + �M " v,. + O '„ ! ) M, , �ro,9 peS ,, k" « ,,•�. A ELEC ELECTRIC PH RIGHT HAND EL ELEVATION RL RAIN LEADER s , x 5 k4; a9 r .yw„ +. R4 x: :� :�'•.;! r ! ! r UT ELEV ELEVATOR RM ROOM (� ,_ w v r� ,.. > • - a„ xArn #t,V w EMER EMERGENCY PO ROUGH OPENING INTERNATIONAL SYMBOL ENCL ENCLOSURE �� OF ACCESSIBILITY �•„ �) �, EP EPDXY PAINT C SCH SCHEDULE EQ EQUAL .JSECT SECTION EQUIP EQUIPMENT EQ EXHAUST SF SQUARE FEET EXIST EXISTING SG SAFETY GLASS DOOR (EXISTING) EXP EXPANSION SGFT STRUCTURAL GLAZED Material Symbols FINISHED EXT EXTERIOR TILE SPT SHEET EW EACH WAY SHEET - SIM SIMILAR SL SOFFIT LINE DOOR (NEW) CONCRETE COMPACTED F FACP CONTROL PANEL SQ SPEC SQUAIREATION FILL New Boston Ventures LLC FCU FAN COIL UNIT ST STAIN FD FLOOR DRAIN STD STANDARD ELECTRIC WATER COOLER BRICK FINISH FDN FOUNDATION STL STEEL MASONRY UNIT FEC FIRE EXIGUISHER STOP STORAGE WOOD Developer CABINET STRUCT STRUCTURAL SLOPE TO DRAIN Boston, MA FF FINISH FLOOR S/S STAINLESS STEEL CONCRETE GLASS FIFE FINISH FLOOR ELEVATION MASONRY UNIT FIN FINISH T T TREAD FIRE EXTINGUISHER CABINET BATT Finegold Alexander + Associates Inc TB TACK BOARD SCC INSULATION FG FIBERGLASS TC TERRA COTTA BLOCK RECESSED TILE BACKER FLASH FLASHING TEL TELEPHONE BOARD FLP FLOOR TEPP TERRAZZO RIGID FLUOR FLUORESCENT THK THICKNESS Architects and Preservation Planners FOC FACE OF FIRE EXTINGUISHER CABINET- INSULATION CONCRETE T.O. TOP OF METAL Boston, MA TOD TOP OF DECK SURFACE MOUNTED FOF FACE OF FINISH TOS TOP OF STEEL FOM FACE OF TOW TOP OF WALL =-`�!EENLAPGED — GYPSUM WALL MASONRY BOARD TX TRIPLEX PLAN SHOWN WOOD Structures Forth BLV Engineers Inc. FOS FACE OF STUD TSP TYPICAL SHIM PLYWOOD FP FIREPROOFING TS TRANSITION STRIP DETAILED ELSEWHERE FTG FOOTING TH THRESHOLD FUR FURRING Structural Engineers Mechanical Electrical Plumbing UC UPPER CABINET DIMENSIONS FROM CENTERLINE WOOD RESILIENT G GA GAUGE U UD UNIT DIMENSION OF COLUMN BLOCKING TILE Salem, MA and Fire Protection Engineers GALV GALVANIZED U.O.N. UNLESS OTHERWISE Littleton, MA GID GYPSUM BOARD NOTED GB GYPSUM BASE H.W. Moore Associates Inc. Gray Architects GD GARAGE DRAIN ` , VB VINYL BASE GFRG PEIORCEDASS FIBEPGYPSLIM V VCT VINYL COMPOSITION TILE GYP GYPSUM VERT VERTICAL GUM GLASS UNIT MASONRY VEST VESTIBULE Civil Engineers Landscape Architects VIF VERIFY IN FIELD VP VENEER PLASTER Boston, MA Salem, MA N HD HEAVY DUTY VPB VENEER PLASTER BASE HC HANDICAP HDWD HARDWOOD VYL VINYL HDWR HARDWARE Hancock Associates G I Consultants Inc. HOP HORIZONTAL WW WIDE/WIDTH, 7 HID HIGH POINT WASHER NT HEIGHT W/ WITH HVAC HEATING, WB WRITING (WHITE) BOARD Lan Surveyors Geotechnical Engineers VENTILATING, WC WATER CLOSET Danvers, MA Winchester, MA AIR CONDITIONING WD WOOD WPW WINDOW Duffy Design ID INSIDE DIAMETER WP WORK POINT INFO INFORMATION WP*G WATERPROOFING) INSUL INSULATION WWF WELDED WIRE FABRIC INT INTERIOR interior Designer Boston, MA NOTES. ASSESSORS: MAP 35, PAGE 179 1) ENTRANCE CORRIDOR OVERLAY DISTRICT SHOWN HEREON HAS BEEN SCALED FROM THE CITY OF MALL STREET Additions and SALEM ZONING MAP. ZONING' B_5 Adaptive Reuse 2) THE SIDELINE OF BRIDGE STREET SHOWN HEREON BASED ON DESCRIPTION OF 1884 WIDENING OF ENTRANCE CORRIDOR OVERLAY DISTRICT V✓ILUAMS STREET OBSERVED BRIDGE STREET AND ST. PETER STREET ON FILE AT THE CITY OF SALEM CLERK'S OFFICE. REFERENCES.' o of the MAGNET/C MERIDIAN 2/15/2001 3) ELEVATIONS SHOWN HEREON REFER TO THE CITY SALEM SEWER DATUM. PROJECT BENCHMARK HDWARO STREET Z S�®�I� IS THE INVERT OF THE SEWER MANHOLE TO THE NORTHEAST OF LOCUS IN BRIDGE STREET. INVERT DEED BOOK 23557, PAGE 534 HISTORIC ELEVATION = 2.74. A y 4) UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM FIELD LOCATIONS OF STRUCTURES BACK DEEDS.- SALEM AND FROM AVAILABLE RECORD INFORMATION ON FILE AT THE CITY ENGINEERING OFFICES, CITY D.P.W., DEED BOOK 194, PAGES 289-202 ti MASS HIGHWAY DEPT. AND UTILITY COMPANIES. OTHER UNDERGROUND UTILITIES MAY EXIST. IT SHALL DEED BOOK 203, PAGES 192-293 BE THE RESPONSIBILITY OF THE DESIGN ENGINEER AND THE CONTRACTOR TO VERIFY THE LOCATION, DEED BOOK 378, PAGE 17 NEN JAIL SIZE & ELEVATION OF ALL UTILITIES WITHIN THE AREA OF PROPOSED WORK AND TO CONTACT DEED BOOK 540, PAGE 217 LOC(/s S/RERTy "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR DEED BOOK 1191, PAGE 285 EET zv CONSTRUCTION. COMPLEX m� PLAN #297 OF 1959 y ST PETER STj,�E-ET vm` PLAN /N BOOK 540, PAGE 217 Salem MA OWNER OF RECORD: ASH m� THE SALEM REDEVELOPMENT AUTHORITY STREET New Boston Ventures, LLC � BOSTON, MA X23J �i X � 61 Finegold �z RIM FR6_/EN k 14 9 A A\ INVESTS eLl 11 SCALE I" = 300' s . INACCESSIBLE LOCUS MAP • ;w` �' r.. 9.80 A 2yI �( 9 t, mN�. R=2ao� Alexander + -16 15 ' Associates Inc II ;VOW) n A� �\ V - I v :i `� ' 1=1fi.1 W �,Fc l Architects and 111LLI 8 C.� ' 'u �TS� � \ A`fi, � � i � � � ., \�.,� r:t•,AE1r1EWT nt . , x w, ry ft-12 2.59 C'/ i ; 1\Vv A Wb1S(SW) HOWARD jY °F SALEM Preservation Planners �urS;Grl; APJ�o� I /svi�vl _ _ 2E.41 s2(N) STREET BU Z\ 1 D+uTIEs �p�1N �� q �� ��2i R/AL Preservation BOSTON. MA -11 309.11 . - Structures ctur e s Northw Erusu,l ; LION n Engineers kA 2.6 _ 2 _ T. 607 , lS / � CRASS ^ � \' � F -: iJ-'- I v'`�- Z ' � i e,�p7 SALEM, MA 3.2t>a� ( f JRE R=1, 1 I ¢ 'Intl '' fik w Ut r C \, 31 E DFP;. ;.,m I , � \ � 'ia.is P, �,a I� \ o, rc BLW En ineers Inc. 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V 0 1 fi C\_ \f 11.4(2) ; [t BkIS.J MISER �` h-IIIIOh' fSTO P ' - R=1s.le 25 - \ \1;')r'iHi��, E, cl ,� '�� ` ,\ \ T `'P�p GII 3 STORyBR/ o�n'.\R `..- � --�-` _ L. �.�. , °� S 04u lY N B 21 ^F \\� - BU/LD/AIG I �F II ' 'c c Y \ <A-Ny _ 4'1 _ MOOD BARN I 95' Gray Architects \ x CK crd _ 3 sT Landscape \, T_ , i 1_ _ T R ORY R/C \� V� \ < � n 21.74 v sER cr. - - R B K BU/LD/NG y, v R=11 90 `V ( \ A . , A r' H V Architects COVER V 1, . , ! or, hoNCE - �vr,E „ v y 'S 0¢2518 2 STO RACKED � ` , , ., , A' _' � � �R/G/N ' I � � ,:,oma Lcseo � � � '�z GY RY SALEM. MA �' �', P Pa �� , s� INVERTS- V �� w�� ... ' DE"LN AL Jkanr `'GJAliO, p �-� __� J6 90' BR/CK INACCESSIeL. LOC. s G RT/0 O A\v , n' 'CATNO o v N .. �P�_ v AD F aE aU/ F _ vRAss & ,; CENTER" Hancock Associates \ L LO/NG , V� s � iRA�tP) v scRue n S G 3,.N�� - - orJ � Lad Surveyor 1813" .HT1f: J7 m -4H e.,, 2$22_-nw- ._ 14 28,J� �i4 � Ld.,p Z5.9 � i N v V VEGETA r___•__._._ < . OESIL'N r A� Ai 3I_.' - \ Lug. 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ASBESTOS PIPE DATE o & FLOW DIRECTION, CATCHBASIN, VC VI7RIFIED CLAY 8/15/2006 MANHOLE & ROUND CATCHBAS/N ELEVATION BENCH MARKS DRAWN BY CHECKED BY PVC POLYVINYL CHLORIDE a RECORD U77LITY CONNECT/ON SMH SEWER MANHOLE - DATUM: SALEM SEWER DATUM o JPG JMW WATER MANHOLE, WATER MAIN DMH DRAIN MANHOLE N0. DESCRIPTION ELEV. o WITH SIZE, TEE, GATE VALVE & D GRATE CATCHBASIN PROJECT NUMBER am FIRE HYDRANT ® 1 . LIGHT POLE - RT.FRONT BASE BOLT 25. 43 27606.00 BOLLARD GAS MAIN WITH SIZE & GATE VALVE SIGN 2. FACE GRAN.RET.WALL-MAG. NAIL SET N SEAM 21 .60 DRAWING NUMBER EXIS77NG U77L/IY POLE WITH DES/GNATION (R) RECORD INFORMA TION 3. LIGHT POLE - NW'Iy BASE BOLT 1 6.6 2 OVERHEAD WIRES AND GUY POLE N.F.O. NOT FIELD OBSERVED ELECTRIC MANHOLE & UNDERGROUND N.P.O. NO PIPES OBSERVED z ELECTRIC LINES C.U. CONNECTION UNKNOWN yy TELEPHONE MANHOLE & UNDERGROUND SR BIRCH TREE TELEPHONE LINES Cm i RETAINING WALL WITH TOP PO POPLAR TREE AND BOTTOM ELEVATIONS VGC VERT/CAL GRAN/TE CURB BB B/T. CONC. 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LCEVT � x ]01 ELEv. a pi AV 4.4 x T F6 1I ale T Ex I P I K LP LR LN�T K ❑ @P Ill 6 l L a 36' II o.F.E PR --;<y– 1 Ier 1111 p UNIT4?a •� — �— T — _ — ____ p pT " 1 t U"x I A- L !f i AELI n MA 4 ElEV L—P I Q SCALE v&-r-0- -< DATE 1 2 2.3 3 3.5 4 4.5 5.2 � I 7 8 ; " 4l]3ro] SEEA-1.08 _ _SEE 2/A-LOq `eF, LQANM er a�c>�D er SECOND FLOOR cPo=cr Mwea 2760S00 SCALE I/8'•I'-0 NomN ' e ..r�•. .G xu � 4'?q A.3➢0 A-301 SECOND FLOOR KEY PLAN A-1'07 SCALE 1'•40' C 1Y1 ' Y% IYS 1 — — 3.5 — — A6 O a c. A14 S 6 � L ^ Giur e'-P 9 A AT B EA. IIM Al Al2E A11K ,y '_ "h 9 .. p_ _I 9 AT rvU S:L L11 R PETER Salem, MA X 0.34. nl4 0 wlr 1 3 y6B New Boston Ventlres,LLC E Finegold Al Q 2' ' - 9 ° a p Ab Alexander + Lw S•-0. ry m a w w AI ARF ? 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MA B K q Aw - Q REA _ _ _ E.i KIN.Moare Aesoclates Inc. CL AI5 I 93 Ab 4. a C ®® nv BDy�dJ•MA 5'-fi 9 SIA FEW WMDOW OF'EMJf` DRAWNC TITIE EX15TIFG WALL 17E a THE 'BRYAN r- PARTIAL SECOND "° a 9 a� m AD AI I FLOOR PLANS-FLOOR PLAN O 'III O 4-s.ob NORTH + 9 AB BLE AI>A 4 q EAST WINGS °165 0 Q� 4. A-702 ul 2-O p-03 E -„ E 5 N CLN A w" 2 IB ADD Al DD q � . 11 L A AI4 E 6.-0. p � �—TEE - - - ' E M a 9 bin 0 + ('�'T -. — I ^I 3 I'q3 W RI^i AE AT 0" E0. r3 TREADS 4T 9' E4 v r V B e g G RR AN ®IM A15 t:. � LP gx3'-r Owl`50 waw T�roc rno 906e q 0 EI.Ev K 47 wT L8 REVI'aIOFG ELEV 3"�" 4D34' AI p I] II 3'-.j. w Q I 0 19 y Q I I AI3 r o m F.9 d Ate' I 'w w rt °N'O An An KI STAIR IC mQ — Sb 0 V IO�' D q B V5a- Q IB IFl _ CORD 14 3 r - DATE •` 203 �x1v :.��E ELEV I r,v:{ E 6 7 4n2 02 '.''i,�u..;. 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IJTT MA Qay Arctatects SYEM � ArMW Hancock Associates Lend air"m DArvvERS. ren � — ------------ - -- - -- ----__-- ----- I RW.MomeAseodatee,Irc. 1 II i' cW I II yII I n��„ eoSrW��Mr. 1 I I 1 �I uaPE �ir WAw TTIE D gry 41 L t p,z THIRD 'BRY/A�N/1T�'— SEE 1/ I E / — — — — — — — — \ 111 I _ 1 fIIRD FLWI l o RLA x — - - — _ — NT UP OL IFFE INT 11 LG PLAN v O \ IIJ II --_-- --S[E 1/a Llz EOR J \ t 17f / D.9 I w�� � A o- —_— SSS _ _ �— II r LI . _ I,AERU_NCAL xr nI lRroLTiS– – - .i �� — --- — --------- -- a qc 11 _ —_— XTI -------––––__�, – I I _ LSI war � v. I' � I \ I 1 1 / II I qv � � I 'svwle uxxa.re.awixm f� n 111 ___ – –1 ��– – OR l1 _v / II _ it� 6 I � OCFN lO W 1 2 2.3 33.5 4 4.5 5.2 6 on e amro �E ALII —SEE 2/A-1.12 WA. ST CHECKED @T zTaonoo �1THIRD FLOOR PLAN NO" ^ r t WAwrG e✓e a 0IIRD FLOOR KEY PLAN A-1.10 SCALE I'40' I F 1 3 3.5 4 as PETER A5 ^ h - - — Salem, MA I. 1 AIlO 1 F New Boston Ventures,LLC 9'a}'I jI M5TOK NN 4-Y Finegold IR W t I AIF O11 I 1I % I Alexander + 1 II 9 T Associates Inc l I ` �' Architects and D _ I _ _ =___-- - _ _ -- _ _ _ A I j NA I _ _ Preservation Planners ` [5.A. I �— BOSTCµ Nw B �t�es Nath 1 f \ 1 I 9 5'� 111 3'--b - . 1 A AIaLLW En�neer ,I Na rY aa«ib�n One 1 CLIT LNE $ N ATI A FLC 3 TO _ _ AI 3'-4' x HG CEL M6 LEIGUT CA 'd' x \ / LITTLETON Nb NT£E WKL BELOW MA tray ArcFrZects VY- AT V ' 9 I\ —/ ELEVATOR VENT ITf� CC'19 N — V ELE $AL@n, NA THROUGH ROOF J1 1 /— :Y �z AT= Hancock Asaodates I�D. L���.„.I `INN3 — — — — — — — — — — — — NEW REPLICATED I I{W Moore Associates,Inc. B _ — -} — — — —I — — — — — f.: 3'-O. — — CHIMNEY REEUILT OFEN T B4 �CNj ..�..... ^ - - — SEE STRUCTURALM5- TON R THIRD FLO AAA C4AW TRIS — — — — — — — — - - THE BRYANT'- + NEW s YLG T5 PARTIAL THIRD r b B 'bq q FRANEo r5- I G.jR SOW N- it 6 4' % 4' HAT(O­1 A — A "\ / 3 m 0 SEE 9 RUC FLOOR PLA LAI X S T ML Ow q 9 3. 4.- - r-z}' 3'- MAIN BUILDING – – – - - – – — - – — - - AM —4 - - - - - - - - J- - - - - — — — — — — I— 0 Ap 2 L9 A \ —5•W OLLABELOW CUT LME OAM AT 4 FLOCK TO pJ fd.' 41I I wu.rv; WIGUT OF 4't' EEG) AJ - - - - - - - jj�� 9 I \\ OF N TO B5 1 B 1 .ba p IO;e 2+7 — — 1 1 1^ 9 I TPI ;l�rylT 1 \\ pFER UmT Ila 9Ep I ; © II ' A ON B I III III II \ ` II \ I II 11 VIII ` I ASR d{ I I V4•.I'0' a DATE — --- I 4R3/07 G – – – – – – DRAWN BY sack® By — — — — — — — — — — — — — As 1 2 2.3 3 3.5 4 4.5 5.2 6 7 2760600 Gn NORTH ,`j, PARTIAL THIRD FLOOR PLAN - MAIN BUILDING , 21^m 1 SCALES I/4'-I'-0' ?' +•' _ Y A-1.11 r1THIRD FLOOR KEY PLAN $CALF- r-40' 50 PETER d'4 II Salem, MA PEA O ASCE SACK W LEAK 6EHND AS REO D TO CLEAR LCLNEP dr R0 �� NEO LaJVEp I New Boston Venhaea,ILC c�.JAxRAIL _ _ eosrcN Nu TP 1 N e e Finegold Alexander + 1 , D.3 Associates Inc NEW Ld PS TO .. I Architects and MATCH FORMER, TYP. 16 d I , Preservation Planners ALL / BOBTpy M4 p 1 I , es North _ _ e PAT(y! N PEW H£iAL FRFPA4E _, ELEVATOR VENT / gAIpM Mq AND P4iM . AT METAL. � THROUGH ROOF / iYP. AT CLPCLn � — �FLOOR PLAN AT WEST CUPPOLA PA o ELN a co-e SCALE, V4'•I'-O• j end Fre Protec npneere HARM / FIA / NEV REPLICATED / LITTLETCN,/ I CHIMNEY REBUILT CiEN T BELOW , Lud"C a _ _ _ 'P J FROM THIRD R FLArCM, SEE STRUCTURAL / trey Architectss d SALEM, MA Hancock Associates <vyp – – — – – E•1 DANGER& MA AA£D L ITS 4 N 1`� a w HW.Moore Associates,Inc. nd ROOF STN iW4ew 3 O �` STFdJCI AL A T -3' [ d'-�' T�-2'1 3-3 -- —.. 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AT CLPOLA FLOOR PLAN AT EAST CUPPOLA SCALP, 114•-1'-0' — — — — HDIRH � a 5.2 6 �7 scA E V44'-0' DATE 4MRC)) DRANK AT OCCE® BY _ PGO.ECT Nl1.EB"< RAWNaioNR 27605.00 se Ao CRAW WS HjWEER r1THIRD FLOOR KEY PLAN SCALE- 1*•40' A-1.12 n PARTIAL THIRD FLOOR PLAN– EAST WINQ �SCALE� V4'•I'-0' - T NORTH w rro w $O.O RECAST CHIMNEY LOCK SEAM FLG$LRJC TO YIIJT SOLDIER LO D KE P CLEATLE CAP ON COR=ER CAP FLA9- $SOLER TO RAKE PROFILE RAK RASING COPPER PATE OVER MATCH 0 REPLACE PATE CCLRSE WICK GORIER RAKE TO MATCH - MATCH - RFVICE EAST.COOP RATE NINE T TOEXIMATCH H ERIE - ENCLOSE 4T TOP MATCH 6' GRaffED SCLC CMJ EXTEND DE COPPER BASHING TO LO MATCH EXIST. EXISTING EXTEND GJT GUTTER ALL EAE NEW " EXTERIOR FACE PRICK COPfSQ GUTTER AT ALL EAVES. SHAPER BAFFLES TO 5TA0LRE OLJTLE4 ALL JOINTS, PD CO COPPER SHAPE AT 6' O.C. 1 COPPER T-PU WALL OUTLETS FOR 6' I-V S_ CONDUCTORS I FL4tl-yNG MANAGE TO STM SERFAGE MANAGE SYSTEM RAE aPETER t�,a�0�•m",.^.^" b F T COPPER GIJTT@ HANGERS iTP EAST. STEPPED GRANTE II II.. COPPERGUTTER MATCH EXIST.II I '! I II II RD SALVAGE GUTTERS I' I. III II II REMOVED FOR 4ERK:ALICN SOUSE EXPOSED SAVE Salem, MA ASI O D FACE OF GRANTE FACADE VENTED COPPER SAVE VENT. New Boston Ventves,LLC PROVIDE VENTILATION HOLES N FASCIA BOSTON MA REBAR — TO VENT NOT ATTIC SPACE TO EXIT __(:j_ , CCNG PAS - SEE Ai MONTC4 STRIJCTWAL EXIST. GRANITE FRIEZE TO AND SEND RAKE PROFILEFinegold aJTTER P°°FIE T"' Alexander + a 2 CUAL NU VETRATOR L�V�� AL AT TYPICAL BRYANT GUTTER nom, DETAL AT TYRCAL BMAM ROOF RAKE OSGALE' AT EYli'-0' SONES 1 VZi' SD,..ALEVd'•I'{j p..DAIEVd'i'-0' Associates Inc Architects and 3 d Preservation MaIms TYR, AT RAKE BOSTON MA C OPER EXISTGRAN. WALL I ea NorthNIGH -FLASPINC C.�... LEAD WEDGES SLAY EM'MA W GUARC$ ® 7" O.G. W nInc. and Fro *1gg LOCK SEAM ° ° I LITTLETCX MA RESET Iv i tray Architects SLATE CRS. °° I\ H Air EXIST, FRAM'G FNOoa� of AAAA ROOF. za Aw A-2= SLA EM M° RDGE ° REFLRDSH EXISTING VRJTS. Henco&ABSOCIates COPPER LOCK ° CAP TYR.. ° SCRAPE. RIME AND PAINT TYPICAL Lend9r eyoe ° ° I FOR 3 DMMERS MA SEAM HW.Moore Associates,kv. ° Cm Biweers ° 3 DETAIL AT HIGH WALL FLASHING i°° BoSTw MA A u3 `5 SCALE- 3'•1'-0' Im° - I ORAVH TITLE i - ; THE "BRYAN r- GENERAL NOTESROOF PLAN ° q-L� REMOVE EXITING TE COPPER RAKE. RCCA CAP AFD SAVE , AND d 43q 0301 °° g I O OPEN VALLEY AND HGH WALL COPPER FLASHING FCOVOE COM' _ TO SCALE SHOP ORO BE W REVEL AND HIET PATCH ALL ADJACENT IT, TO 20 OZ COPPER TO 4-Y3 iYP 4T RAKE I ° gil3 BE PATCHED ADJACENT TO EXIT, y-IALL f£ PRE- PAITNWTED. 2, REMOVE. SALVAGE AND REPLACE 6T COURSE OF AAT TO INSTALL FEW WORK GREAT CARE SHAL US TAKEN TO REMOVE -- – -- E%IST. SALVAGE SLATE FOR 4EL15F.. _______ _______ –1-- 3. ALL VALLEYS TO HAVE OPEN VALLEY COPPER FLASHING AND t th TALLATION DETAIL ACCOEAIN^ TO 'COFFER AND COMMON SENSE' \\\ SngVJ GUARDS S REVERE COPPER. A. ALL SPNOT NOTES TO SIR REB.l.T RE ED ODS / � \ I O REPOrvTCOLOCOPPER ED AND BE PROVIDED WITH R PRECAST CONCRETE CAP I I GUARDS TDFYP.P.w I F, I Au VENDS TERJ ROOF TO BE BAEEED WITH AEW. RAS I 1 t, r COLOR / \ / BOOT. COLOR TO MATCH SLATE TYR. _ 3 // \ / ELEVATOR VIEW NEW RATE ROOPNG RR -----r--- -- ---- __ RIDGE CA Ai13 CAP TTP ve°vv v°vv 0a vv vve vv 0v 0v0 CAP T1P. 1 Ory B.LTiP CIRB a v v A-L13 WITH fLA" -- �•V`� / M 4-302 REPAIR/ PATC IST. RATE AT 0. BOTH 2 / d CEPA ROOfS. 5 L`� J - ®n.Rdd,u.anasileem.roe Lc aooe O / / ylr MATCH EXIST, CCNSTkLC.TON AF / Wf£ CAP DETAL AT HP ROOF �� TYR. / - —FEW DSTD TTP. OF 2, I SEE wwINVO ow CEZALD I I RASH G TYR. 'I 1 � I A-1.13 E EV AASSFHAILY SIJ(JGd.ES% SLATE �T PNT.ATSVP EXIST. jNDCATED COFFER RIDGE CAP TO / RECO�Y VD WTMM ROOF MATCH EXIST. P4OFLE5 \ rII"–CC Q EDGE X SCALE ��� ���v 2 CVVV444O���PP���ER FFFOLLLAAAPEN " \ DATE \ y I dI.13/OT 2 t Tx,E G�J.ARDS TYR. Au3 ��� RI \\ - WAV.TJ BY CHECKED BY Aga I CAP TrP \ PROJECT nL�r vI ;4 c - _ 2760600JviI�XV/y 1 P I CAaTYP. � •.y ORgwNG MAS A-113 TYR.. AT SAVE \ // A-US d COPPER BAP,NG AT FROM ROOFING AREA/ A-1.13 d A-lS TYR. AT RAKE MREMOVEIN SLAM PATE TYPa�ED TO SLASH B• ROOF PLAN A-y3 TYR. AT RA z 3 6 SCALE, 1/B�1'-9 NONT A-3q 490 A9D SEW BIESTO.E PATIOS. TTP. O SEE LAM$CAPE DATIOS, 5 _ P E E NEW CONCRETE FOU.INATION AND STAR, WT D3 GLASS SHOWER ENCLO E lNT ] OMIT❑ SEE STRLCTLRAL. PATIO W A DOMFFSET RVOT PATIO PATIO r �+1 G_ASS GOOK 6 BSER$ • © v PETER MM TREAD . DIN — o o M ::__ .. J, • Salem, MA ] I 1 � B1D � - 12^i3� 918- � >ARO� n CAST — ] ] V' tP ] SOFFIT New Boston Venkres,LLC N PLAOE CONCRETE MDFRAMED LEADER F_ S-0' BOSTON. FN LANDINGW/ RENFCRCNG K ' G BD 1 CELNG AATING AT 55EMELT. ABOVE SEE Sifl1CTL,RAL 1 T 1 1 C l A CHINCH 5 OR GE NEW WOOD 3 z. LGR PROVIDE STRAEHT DIRECT VENT O Fn old GLARDRAL TYP. w WAIN£ _ °I� 0 -) P]ES.FG. 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PRISTINE ALL WOOD PARTS p FLOORS, SYa EXISTING HSTCRIO DETAIL FW 3 FLOORS, TTP. a REMOVE iFEADS. SET FOIfDATION. RESET TREADS DANVERS, MA NEW NORTH PITCH VS" / F T KW.Moore Associates,Inc. PORTICOO AND R WbW ]'3' TIF.GRANTS e STAIR TO MATCH FC4MLR BrIolve's BOSTON MA ELEV-G44CE 1]bp' FIRST FLOOR PLANA TITLE Also SCALE114-1 THE 'McINTIRE'- VIP ALL MERICR EXISTING ELEMENTS ARD ENTRY STARS BASEMENT AND . RISERS AT T wNx. TO (WADE FIRST FLOOR 9'9 STARNEW CONCRETE PLANS FNATION AND STAR $cE $TCM1IGMAL. RAISE FLOOR N CLOSET. MOBIFT ^p..CV HElfilT, FISOE\IMiTA�VE MAINTAN HEAD HET. ABOVE WOOD R5ER5. TREADS AM —PARTS F SAI )2 0 FIN, FLOM lP UM LANDING ABOVE ] ] r DOWN PITC BNJ ] l I P�TATSA ON WAY PROVDE HOLEE*TEPNG PADS FOR ALL BOD 1 CO.APhEM. PROVIDE 6' Mv^H -n 1 WORD SLffLOOR ON ,I'. CONIC. Q.RB TTP. (J`� SLEEPER SYSTEM �) ] /tel IHR. TNG AT RpCR/ 1 ON d' CONIC. SL IB / H, Q L CELNG SEF.MFYY, ABO OL IL/ LP d' CGNC. 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MA BE VERE D RE0.1RD LOCATION N EXACT LCCATGN AFD DIMENG Hancock Associates MATCH R D115 TO RECEIVE LMd Drvgm REPLCAT STAR DANVERS. MA j THIRD FLOOR PLAN KW.Moore Associates,Inc. ' 5CALEr VA'•I'-O' : I 4$i0 EoSTpy MA VIE ALL NITEPOR EXCITING ELEMENTS AND ENTRY STAIRS GLASS OFFSET P S EnCIO E CRAWTf RTLE WITH OFFSET PIVOT SHOWER DOOR GLASS 3CWER DVCLOS-PE THE 'McINTIRE'- WITH o SET PIVOT SLOWER SECOND AND °OCP THIRD FLOOR FRAME WIT" 2 X 6 J06TS PLANS AT IT OC, AT STAR LEAD p O O O p B? O W _ % CONT GUTTER @ 3 g 2 ON EPDMOV`GG£4OR ALLM � T 3 2 —. g 6n 2 3A''PEDOVEERY BOARD /--FEW WOOD GJAPORAL GO 3 T�I D b G4R� Bb 2 17 3 \y 3.4' AFF, BIN RDIRECT 6 I) 2 2 2 3 BIM 'n L- PRENFG. G45 FIREPLACE VBV FT TO ORAN 0wigfl Msu�grLuml�L•e poe DLECT VENT'MTH PREMI=G GAS f A 2 --' REMSI AGE TV ABOVE T41q,EX Wr * LNIT D �WMO SM 2 E• STEP yrf BD-I S � DN 2 841 BIJ I � � BP — 1 )? TRIPLEX 2 o A-B3A ------ I _ FLAT R ) LINT ) T B2 33 SCALE DATE AnV07 O FLAT SEAM COPPFR ROOF DRAWN BY CLECKED BY EX15T. WALL LOCA,K TO BE VERFED, QEFLOCATION N EXACT LOCATCN FROKi NUMBER FLAT SEAM CCPPEa RCGP AFD DI MATO RAD TO RECEIVE 2760600 REPLICATED STAR DRAWING N„M£97 2 SECOND FLOOR SCALE- I/4'•I'-0- z A630 A-1.15 OCPRQ FLASHING �— 9 � EANp FRW�D DOCK EXIST. ASPHALT 91POOF TO REMAIN SET N MQRTAR JOINTI REPAR/ REPLACE ALLML DRIP EDGE WITH LEAD R£pGES 5 WOOD THRESHOLD DAMGMC£D BY NEW CONSTRJCTION AT T OC. 0 "7APCWD FLASHING .060 EPDM ROOFING ON uZ EXIST, WOOD FRAMING APD STRUCTURE- TO TTKTRE RECOVERY BOARD Ap O i0 UZ EPoM MEM ON S �{ TO REMAIN RYW00 $I-EATNNG �COVi3/Y BD. yf/.- L L 50 ALUM. CONT. WE EWE --� - -_ ?sl y Y F - wow DECK: ON RIGIDALLPA. CONT GUTTER I/2• PLYWOOD 4OGEE ALIM PPOFILED ON 2 X 6 JOISTS , GLITTER CCNTNJAf� ALONG - 2 X b JOISTS AT b' O.C. ,.f'✓✓H f COPED TO PROVDE SLOPE AT FASCIA I/4'/ FT,S WOOD TBM WITH PETER •••"�•• I?SOFFV w PLYWOOD EXTERIOR 14 RAM TRM1 R PLYWOODSalem, MA IT I % 2 SOLO WOOD < SOFFIT ': {�. DENTL FN WOOD THRESHOLD �- _ FXTANTS TO SOFFIT ,rt� 2 %BOX HEADER PILASTER OTO RL45DTLER �' ✓� lrp New Boston Ventures,LLC I X 4 4dM AT PER ... IY1 -^`/' 1 • EOBTdy MA 2 X 6 FASCIA BACKIP C PHOTON 1 I j I / / FN WOOD TBPA , ' AEZI I,2' GWB CLG. Finegold / _-- / y X 3 STRAP^FIG -"FLUTED WOOD COLLMN PACIFIC 001- . . , ` Alexander + e' WODD ' -TYP GWB WALL FLROUT - TISCAN 600 MODEL �n \DETAIL AT R SILL I FASCIA y/y yr i SEE PLANS FOR TYPES % 4 WCC9 TRIM WITH V4 RAIt.O AT fXT��-// �Rf' V ^0L11 I 1/2 '•1'-O' Associates Inc —2 X 3 WOOD LOOKAITS AT 16' O.C. SOFFIT PERIr✓ETER Pe £,J / d Arditects and SHMM AS REARED UJFLUTED WOOD CA. TUSCAN 600 MODE Preservation ftniners �� COFFER FLASHI SAWC-T MA / X 3 P.T. WOCO BLOCKING ANClDaED - MASONRY ANT. INSERT FLASH'G X '•t'- TO EXIST. STPMTLGE. ANp ANCHOR? WITH LEAD V45X£S uA-�„_x eers 3/4-LL 3' L 1 I? _� F 1- 1 X 4 CIRVED AT T O.C. AFO CAWC JII WII! NoM "1'f—�f WOOD ExTBJD 60 ML EFOM AEWPAINE shrivel styL/ P.T. WOOD 9a TTP. TPM ANC4gR wiH I x 3 AAM. PREFAB. WOOD COL I TERM SAAR AND SEAL EILTIM WOW DECK AJ RIGID SALEM AAA I X 3 FN WOOD FRIEZE EMA51.5 TAPERED NSIL. BLWE� Inc r 1 MecheNce.Imie� ,+✓.�" .:.A, I 1 end Fie Protection Erpneere 2 % 3 NOW SIIFPCI]T5 LITTLETCN, MA EX15T. TRIPLE WYT E .I_l I Gray Ardvteds MA50"RY WALL SOLD WOOD DENTR. x COMP0.51TE WOOD ♦f l I 1 1 x CA.FOSITE WOOD N X+�BeRB MATCH BOX FLYNTH - - BOX RYNTH SALEM AHA EXIST. PW>TLE +- - - Hertcock Aseocietes 2 % 3 WOOD STIR BOX 2 % 3 WOW 5TW BO _ Lind @I,RyIXB COPPER FLASHING AT BASE COPPER FLASHING AT BASE DAVEPS. MA I PAR. 1/4 RAAD r qAM V4 RAfD RW.Moore modat�Inc. EXIST. GRANTS T2EADS ____ TYP. U7 GNB CLD. Cm M /WJVHI6 M TF AIL AT M RE TYPICAL EAVE AND RISERS TYP — ON 1 X 3 STPAPPM: Endneere 1 SCALE V2 '•1'-O- BOGTON MA �DEf IL AT MCIMIRE ROOF/ HIGH WALL B2AWNG TITLE nDETAIL AT PORTICO �''�aCALE 1 1/2 '-I'-O vSCALE, 1 1/2 •-r-O• THE 'MCINTIRE'- ROOF PLAN BTCHED FN WOW TCP RAL X - FN WOW CAP FEW NAECRY CHMPEYS BOLT FROM ATTIC FLCCP FEW ADDITION 2 X - CHAMFERED WOOD TRIM DOYNFFAIT V.I.F. HEIGHT MOR TO DEMOLRION DOWNSPAIT W WN PA I X 8 WOOD TTM 4T POSTS TYP. i - 4 % 4 P.T. WOOD POST I X I FN WOW EALUSTEPS AT 4' O.C. f — WOOD DECK EPDM LAP SP-CE EPDM MEMBRANE DRECTLY ADHERED TO ON ,(MO 4 % 4 P.T. WOOD POST - 'I I OR�g414Wn in4Nw,J-Hlw In'qb MEMERAJ ROOFI CTCKET. TYP 3/a' RECOVERY BOARD REvSO"U B. I X B WOOD TTM AT POSTS TYP. I 1 % 6 CHAMFERED COMPoSTE - WOOD BASE L UB'/ FT TO GRAN P.T. B_OCKING - J SIMFSON GA-V. ANGLE BRACKETS - HYPALCN GUTTER LINER ADHERED TO 99M LAP SPLICE E%ISTNG ASPHALT SHMCi£ ROOFING TO REMAIN ALUM CONT. 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FLASANG ANJ STEP FLASHING AT ALL VZ DAM BATS TYP NEW CtMEYS AID WERE NEW ADdTIC"E MEET EXISTING DETAIL AT GUARDRAIL CONSTRECTON A-1.16 J SCALE 1 1/2 '-1'-0• so 36' PETER --------- -- ----- -- _=_ _=__-------- DDWNSPCU Salem, MA CIL CIc CIJ 0 �G ¢ New Boston Ventures,ITLC I'6 Iz'-a BD$TCµ ru \\ 2 � CII = Inegold II \ i II j Alexander + r g Associates Inc 3 `� Architects and 3 .-fi. @ clu z Preservation Izlarms i �I ILJ O I I r m I I I Fng v \\ 4 MA 2 - SALEM MA _MnRBLE raF C CG Du 6 T.a ESI W Erl leere,Inc ROLD end Fre Protection , LITTLETCH MA `DOWTEPCUT DOWNSPOUT DOWNSr'.'CJT GrayArChkecta YCIIJG DOOR TRACK BELOW SECOND FLOOR PLAN ROOF PLAN 2 SCALEI va•'r-p• Hancock Associates SCALE- II Lind DI DANVER$. VA KW.Moore Associate%k. CY1 P*vIre ECSTOK MA DQAWNG nTLE THE 'CARRIAGE HOUSE'— FIRST, SECOND AND ROOF PLANS 3'-R t 3'-0' 3'-4- _Wom` D 1 3'-4'� DONMSFOUT WDT I Q p l 1 I D 1 5 I 2 4 2 AID 8' us.xe+.�..mnw nc A� 1 REVLSgN$ ERECT VENT FQEI+'FG. GAS FQERACE Wlni WOW HAIQ-JAL WINDOW ABOVE L TERRACE = WOW STAIR AND � fi T.B LANDIN," CID 3 12 CE alg 2z I IN 2 @ CIC CIA '-� � ' a SCALE DATE DOWNSPOUT 6'-2' 6'-4' D'JWN` �T 4423107 q'-fi' 13'-C' DRAM BY CILCKED ®Y $LOP DOOR TRACK ABOVE PAR OF BIfARTNG WOOD fiYJ T W.fBJ CARRIAGE DOCQ$ CF 2150500 DQAY A' N,hE6l 3 RBST FLOOR PLAN scALE� va•�r-o• A-1.17 E B7NMEIRICAL,F U.N.O. ) � Q��\� FO EI-Ev 19 2 _J.0 -3.0 2.9 3 GRADE 3.9 5 0 FD ELEV 26.14't ELEV 26.14'± TYPB OM 19'-1 341' 6 19'-O 1 2" 8 19'-0 1/2' 8 19'-0 ]/<' I GRADE PETER ELEV 27.003' Salem, MA � New Boston Ventures,LLC L BOSTON,MA 2 -3.0 _3.1 BALCONY ABOVE 1 I In Old TYP 1. --- ------------------- -LI ; J - ------------------------ j----------------------------- i Alexander + -------------- -------------- Associates Inc ■ ■ ■ 15'-e' 2'-3 t/2'-�. ,6'-e 1/2' y_D• I 01 MASONRY OPENING MASONRY OPENING s'-1o• �/- B'-e' • 10'-.• e'-8• 6'-0' 1 xPreservation Plarms 40' C4ANIlE---\\ BOSTON, MA BCLLAROA DD]2 DSi3 1 DOM DOOR 1 D OR DOOR - Structures tl7Cs North \� o -{# EfIAlleerB SALEM. MA ;„ BLwera 18'-9' - IB' 91 2' BBLhLI , :t F •i srd Fre R'D(BLUM B ELEV 26.503' 4 ELEV 26.50x' Y ELEV 28.503' X ELEV 26.50±' LITTLETON, MA X tray Architects UNIT PARKING - (TYP. PARKING 3 O n 8001 0 1 STALL 9'-O' x 19'-0') 1 03 ,yn > SALEM, MA BA cuu 12" CMU A890CIateB ea BASE en BASE E.G. Ps b �+ Lend surveyors Z T z Z DANYERS, MA 8 E S a $ o Hew.Alonk.e Associates, . $ a n o u ^ a BOSTON,MA B P. o 31 Ina - - DRAWING TIRE m< 0001 D00 = N z 'AL THE 9 EMU i --- - -- -- I ` EASE. TW YU �'{`, 3� .:-5 T - _ ^ =JT \ OJ W '^ GARDENELEVEL R" �? --_— 1- 1 - - i a /2" J v2 1 FLOOR PLAN e EAA_B UBI IV14 j_ -' -_ ____ h �@ n D1E 2 2314- 10'-B J A' 7-10 12 2 2 \ Mn_94 7 J 2 ` 2 ��+ t5'-0 , 2' n J 1/2- -FX /Y i O - __— ______ acs_ __ _ — --_OUPLExIA bR__ __ $ _DUPLE% D_`• 15-JI __— __ NIT UNIT UNIT [y ZoZ •I 0 G D6 1 U a L, UP 0 UP Lq A-0P1/< J 3' n DUPLEx D6 3 0 MA BR t 1 V UNIT e DDC 3 3 `. \ 1 O ORryMa Aln�vb 1 A�xLb K A06 2. N LZ RENSIONB 2 (iw/aDIB L - L ELEV 25.50±'' ELEV 25.502 ELEV 25.503' 1 ON DN DNDN — o ELEV 25.003LEY 25.003' / \ ELEV now ELEV _NOOw � I i 1 SI I 9--6' ♦/- 25.00±' L 20`_6' 25.00± q_6• I',".Lp'_p• — — T 5I 5I i OfNERAL RAN NOlFS: SCALE GRANITE PD PrtCX y 1. FOR FLOOR TRANSITION DETAILS: SEE DRAWING A-n. I/A''1-0• BOLLARD OWN — FD PITLX FD PITCH PITCH f� E-�A —) D F00 2. DIMENSIONS, PARTITION TYPES, NOTES, DOM TADS ETC. ARE DATE m MIRRORED ABOUT CENTER Of BUILDING AS SHOWN. 1/23/07 T YMMETRICAL, U.N.O. 'D 3. INTERIOR DIME90NS ARE TAKEN FACE OF STUD(FOS) ORAwry BY CXECKED BY UNLESS NOTED OTHERWISE. TOM IS FACE OF MASONRY AND FOE IS FACE OF FINISX. 5'-6' ±/- e'-0' - — B'-O' 1. REFER TO UNITS 1 AND 5 FOR ODOR TAGS DOORS ARE PROJECT NUMBER MASONRY OPENING — MASONRY OPENING MIRRORED OR COPIED PER WE 2780600 DRAWING NUMBER 1 CAST IN PLACE PLAN LEGEND' CONCRETE RETAINING WALL. TYP AT CARDEN M r m' FIRE WALL ttP TERRACES, SEE STRUCTURAL UP Z t NORTH MASONRY VENEER GARDEN LEVEL FLOOR PLAN J.o =J1 3D UP A-1.18 L SCALE: 1/4"=1'-0" ORAD rw GRADE ELEV 27.90±' ELEV 26.60±' L E sn4uEiRIC�uN.o. atLV –_— S 0 6.+.': 1.9 2 2 <�TYP, 2.9 3 GRADE 3.9 4 5 ELEV 26.14S 19'-4 J 4" 8 19'-0 1 2" 8 19*-0 1/2" 8 19'-4 3/4" J CONCRETE PAD 80'-0" PETER PT BOTTOM OF STAIR, TYP OF 3 G' Salem, MA 7- 4- 1s-r 7'-4' 5'-10" New Boston Ventures,LLC MA50NRT OPENING MASONRY OPENING BOSTW, MA 'YP - Alxani — D Alexander +N Associates Inc NDow wN00W WINDOW WNDo Arctllteds and ELEV O,M ELEV I ELEV ELEV ELEV ELEV J5A0' LI 35.00' 35.00' DK t0' MI 35.00' 35.00' 35.00' I Presmatbn Planners GRANITE BOLLARD PARKING 02 D2 PARKING PN RY 02 02 Ell-y( O2 D2 PARKING PARKING 02 D2 PARKING BOSTON, MA I i I EMIL "iRr III "TRr Nr y EN�Pr Eniav � ENTr+v_ ENTRY I A O e LEV _ LEV ELEV LEV 35. DO I❑.5 50PLE r' DUPES n n DUPLEX e E V ELEV UNIT SALEM, MA ON ELEV ELEV NIT I�: UNI ELEV 4 35,50' Cu�.y.�'�1.��' UP I 35.50' �! ]5.50' ' C5 1, y_ ,�4' .I 14'-5 3f4' 3550 SII 14'-5 3 4• 3'-I 4 �.(EC)INYCN,EIEC;fi{IPIIIBI"•�• IT and Fre Protection "'n :ITk" _ G UTTLETON,MA ' SLHR ' �'. Sia ' t : 1/2 � I'Fi �-� 51/2 z dray kcMects 3'-5 J 4' ,4'-9 3 4' 14'-9 3 4' 02 3 Dz 1 \ ,� \ w p AfMM SALLEM,, NA o D,K 2 D J II 2 ° ` k9 Hancock eM Suwgare8OClflt98 w 2 011 -Ify {�f R$ AS 2 ,:. r ' - -Q1- -R . -� �.______- DORa - @ ' 1/3____-_ I, o m FLW.L�OKe A880gata9,I1K'.. cm 2 @ 2 O_Q ,0- " '@ GOB@ (!I 3' 1' 0 0 II o m il — ! . . 3 1/2 3 1/2' - - = BOSTON.MA z 3., DUPLEX 2 1 f 2 CORTEX DUPLE% n ,y o- n `; DUPLE%m 02o g DRAWING TITLE D2 uNli .�L UNT UNIT - ry UNIT v Is 1 " 'I CA THE "ALEXANDER- BIG a ---- --- ---T^ — — k` -- — — — — — — — Q41 I — — — FIRST FLOOR �p',I 1 :il , M I I aO II Olt I �i) 3 4' n 14 2' -4-3J " ' 3 1 n Fl: I PLAN a - S 5 a 6 6 VI E D 9", F 4 I DN IEq DN n DN l <I ii+m a ry IB 9' 11t,� 91/2" I O `41 14'-9 3 4' tt [ 1 w - o ______— —_—_— DUPLE% _ _—_—_—_—_---- —_—� 1 '-51 9" —_ 51/2' 3 1 V 4 i� 5 E 1 4• -51/2• _ _ 14'-5 3 4• ___—_ WE 5 50' B OR 5 6 `! WPLE% 1 �D5 EISIONS JS50' q ° UNIT i ORRweeM Alm�ntm RAaorYlx Fe x00e TYP. AT PREMF iREwALL <.p M. AT PREMFG ELEV FIREwA L ELEV ELEV GAS FIREPLACE ELEV ICONTINUES ELEV { GAS FIREPLACE 35.50' CCNU ES 35.50' 35.50' 35.50' ABOVE---�I 35.50' ABOVE DIRECT VENT Op DIRECT VENT r1 DIREC VENT (, [N R Y ELEV DIRE T VENT ! PREMFG.EN D1F S1 B PREMFG. GAS '+ PREM C. CAS - PREM G GAS FIREPLACE, W. y FIREPLACE, TV, FIRER ACE. TTR. 35.50' FIR PEA E, TTP. °N _° EL1}�v 9'-6' t/- Wrv00W 20'-6" WINDOW S, 6" 35k ELEV EMMA! FI AN NOTES' ON DN 35.00 SCALE BOLLARD GRANITE 5'-6' ♦/- e'-0' B'-0" 5'-6" 1. FOR ROOK TRANSITION DETAILS; SEE DRAWNG A-xx. 1/4"-1'-O' MASONRY OPENING Z. DIMENSIONS, PARTITION TYPES, NOTES, DOOR TAGS ETC, ARE DATE MIRRORED ABOUTOVi CENTER OF BUILDING AS SHOWN. 4/23/07 SYMMETRICAL, U.N, 12'_6• 1 INTERIOR DIMESIONS ARE TAKEN FACE OF S1UD(FOS) UNLESS NOTED OTHERWISE. FOM IS FACE CE MASONRY AND DRAWN 8Y CHECKED BT FOF IS FACE OF FINISH. 4. REFER TO UNITS 1 AND 5 FOR DOOR TAGS. DOORS ARE MIRRORED OR COPIED PER UNIT, PROXCT NUMBER 2)806.00 PI AN_B_LEC-@E[Npuo� DRAWING NUMBER 1 1 NORTH r r r FIRE WALL ttP FIRST FLOOR PLAN MASONRY VENEER Z I 1 SCALE: 1/4"=1'-0'• -3.D -3.1 -3.D A-1.19 Tm GRADE GRADE ELEV 27.90±' ELEV 26.602' L E SWM ETHICAL, TIC. 1.9� z 1 2.9 3 3.9 4 550-J.o -0.O P 6f'- " OM OS05 19'-4 3L4- B 19_--° 1/2" 8 19'-0 1/2. °j PETER Salem, MA � INew Boston Venhreq,LLC 7 4' a-r 7'-4" s'-1O• BOSTON.MA 1 I I 2 MAS°NRY WENING I MASONRY OPENING Fnegold 30 I TYP I 1. 7-6' ♦/ 4'-0' tE'-6" 0'-0' 7'-6' Alexander Associates Inc W1Noow WINoow i T w"opw - WINDOW Architects ard n Preservation Planners II BOSTON. uu sTo , A' I �uft North ° p2 I pJ 02 SALEM, MA °J �I 05C +( O 9 D2 p2 p2 D2 I 6 -3 3/a t5-1 3/4- 15-I 3/4' 3-4 1 4 W Ineers,Inc. e 6 FlREPL CE 1 FIREPLACE 6 ..__ 2" ry } /2., _ ,I i` ���C�I/VOhCtlOR�DB�BE!& ry - 1 iYP. T L 4: L iTP. AT1 ,Cr L LL UTRETON, MA Gray kchitects :il ur n �Ptltleeccf�e SALEM, MA 0 DIRECT PENT I DIRECT VENT I DIRECT VENT DIRECT VENT " Hancock Associates PREMFG. OAS 1 r 1 PREMFC. GAS PREMFC, GAS .,�` PRENFG. CAS _ FIREPLACE. TYP. FlREPLACE. iYP. FIREPLACE, TYP, `{ FIREPLACE, TYP, D2 LAM SUFWJ`/MB n _ DDANVERS, MA ' 050 I FL 2 1 q RW Moore Associates,W n o EfQEY0T5 .t CHI BOSTON,MA F,J11 ELEV 1 I' t ELEV ON pN ELEV \ ^ " ELEV DN B J 46.17' 46.9 E V 3'S 1 2' 18'-9" 4617 46.17' i8'-91 2' 3 /2" —_S ? DRAWING TIRE 46.17'CLASS GLASS 46. 7' ,y GLASS-, -GLASS D2 n SHELVING ASELIOI° .,y. VE`"NcTHE 4ALEXANpER" 02 ABOVE. i1P. ABOVE. ABOVE, TTP, h5 ABOVE�TYP. 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FOOTING scAE BOLT " DATE RIGID INSULATION BELOW SLAB anVw AND FROM SLAB W4N er aerxEo gr TO FOOTING mo T �Q neoeoo (-,\TYPICAL CARRIAGE HOUSE WALL SECTION MAS " Q SCALE, vz•r-o" A-3.09 so xDxrx PETER Salem, MA New Boston Ventres,LLC BDSTON,MA Finegold Alexander + Associates Inc Ardiecte end Prematlon Pkrfm BCSTDN, MA DEMOLISH NORTH ADDITION Shdres North INTERIOR WALLS AS INDICATED DEMOLISH ALL INTERIOR THUS. PROVIDE TEMP. SHORING SALEM,MA FRAMING AND WALLS AS NECESSARY TO SUPPORT kr- AS AS INDICATED THUS FIRST FLOOR FRAMING. UTTIETON,MA GrayArchRecte MA sA I P' Hancock Aseocates f., I; OANKAS,MA KW.Moore cRANRE SUB, �-- M. O ALL CELLS I BOSTON.MA DRAWING TITLE DEMOLISII EAST ADDITION THE 'BRYANr - - GARDEN LEVEL i INTERIOR WALLS AS INDICATED STRUCTURAL THUS. PROVIDE TEMP. SHORING D MOLMON PLAN AS NECESSARY TO SUPPORT FIRST FLOOR FRAMING. a ALL GR, LLLL bP. LELLS — y PFwpeH Abutl�1 A�otlM I<3mC REM9DNS GARDEN LEVEL STRUCTURALAS MO scAc DEMOLITION PLAN (E-w NENn DAM ED 04/23/07 DRAWN BY CHECKED BY PN BN PROJECT NUMBER 27806.00 DRAMNG NUMBER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF DEMOLITION AND DS-1.01 RECONSTRUCTION AND FOR MAINTAINING THE SAFETY AND STABILITY OF THE STRUCTURE AT ALL TIMES. so NORTX PETER Salem, MA New Boston Venfires,LLC BOSTON, MA DEMOLISH NORTH ADDITION Finegold FRAMING AND INTERIOR WALLS Alexander + 6= AS INDICATED THUS. PROVIDE Associates Inc TEMP. SHORING AS NECESSARY Architects erd TO SUPPORT REMAINING FRAMING. Preservation Plarrm BOSTON,MA �1L es North DEMOLISH ALL INTERIOR SAIEY.MA FRAMING AND WALLS AS INDICATED THUS EI RE ON,MA C�ey AroMecta ` DEMOLISH NORTH ADDITION }„d"�" INTERIOR WALLS AS INDICATED SA EM,MA y THUS. PROVIDE TEMP. SHORING Hancock Associates e AS NECESSARY TO SUPPORT an"mMA 1 1 REMAINING FRAMING. F{W Moore --- ---- r. r I ALL SUB. Esc' BOSTON.MA 0 ITP. 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P W G� B CBTM neers CMU IMPR 1WLE0 RMM O_VMIES EUSTON AIA FARM GROUND ISM SPEC. SLOPE 1 SR b 0 RVI AT FUU5X DRAWNC TRLE CURB UOCADONS IN J , VAL S SITE DETAILS (BEE M.SECTION) 11 PAVEMENT {j - Ll.WIRE M 1 COURSE LIFE -1 8I qCONCRETE IN * COURSE LIFE 1-1 k3S .. q SEE RMGEN 'M° k K' sem'cm•:'.i G H ED V � ••. Fb� S� 1D5 ELME'ARES_ AYEMEM fGFE PWM _ * Icz M NEW COMPMIFO GRAVEL • '..V•^• GPAVEL COftftOW oe;,�O:e �y LLADLAPOUNO 5 OW . 12'GUAMOnSLD£TOP OF FILL TO INTEGRAL CONCRETE MANTA MIN.SLABCURB&SIDEWALK DETAIL iM1pVERACEMENT CONCRETE SIDEWALK PAVEMENT SECTIONNOTES: MOT TO SUIS) (NOT TO SCAE) (NOT TO SCVE)STEEL BOLLLLARDDETAIL 1J CONTROL JOINTS EV OO'B'MINIMUM. (NOR TO sC/iF) 2.)PREMO.DED"HT FC1ER sERY JOJ. on YR REVISN]NS 0. ' 8 H--1 1 'CC SIDE O. PAVEMENT '. 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REMOVE TEMPORARY NEW WOP<ATCJJ SLDPNG AND WACNG DURNC NEW EXCAVATION SHALL DI PERFORMED AS REOIRLO TO ACCOMODATE COMMENCEMENT OF NEW WORK MIWTAN TEMPORARY CEMENT AND NEW CCNSTQICTCN AS INDICATED ON RENOVATED FLOOR RANG. PRONGS Finegold NEW ST AS RAL -ED gRNG CONSTQGTCN AND PLACEMENT OF ALL RETE. D SAWCILS NG DEMOLITION Aro REMOVAL OF E%TO NEW STRUCTURAL ELEMENT$ SEE STkrICTWAL CONCRETE ETU.NLGUS CONWETE PAVEMENTS AND GRANITE TO Alexander + 4CCQV1'OAIE NEW CYNSTRiLTCN PLA MENTON TEMPORARY SAL. EL AS PEOFED gRNG COSTRLLTgN AND PLACEMENT OF NEW STQJCTPNA ANO GLEAN SEE LINES WALL DEMO ANY NEW OPENINGS N EXISTING MERIO4 MAS[MY OR STENS Associates Inc WALL AS TRADES TO ACCCMCOATE NEW CCN'Tg1CTOJ, COORDINATE /NUIled9 fl_J G-Q. PROVIDE ALEOI4TE SHOQNG ANO CLEAN CUT LINES BETN�JPEOREMOVE EXISTING BACK PND ,RI - WITH ALL. 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TYP. -_ITS_ FENCE FOR RBISE AND RECTCLNG SFE ARO4=t-PAL FOR PEfE OF ll SALEM MA SA45 E CELL D002^ REMANTA STEEL TO BE RECYCLED. NOTE, SEE EXTETCR ELEVATIONS D-2O AND D2A2 REMOVAL II II ❑ y __L G-W. SALVAGE AND STOCKPLE ALL GQANTE, TYPICAL. REUSE WHERE WORK FOR DEMCUTKN SCOPE OF WGQK ON EXTERIOR, LI J tMncock Associates NOTED. Land SLrwyoW a L% — ---- — — DAN,.E�RS�M�A GE. REMOVE ENTIRE EXSTNG WANITE FLOOR SLABS AND EX$TNG I: LP SICKLY WALLS N ftADN( A STERCUS GRANITE N @BYWAY AND :1 CHIMNEY TO PEMAHW.Moore Associates,Inc.WIDOW OPENINGS CITY WHERE INDICATED, KEEPING ALL OTHER AT THIS LEVEL SEE SX-LS AND LEADERS PROTECTED AND PRESERVED TO RECEIVE NEW -17 �J D-201 E D-2,02 N.. WIDOWS. ALL GRANITE TO BE SALVAGED FOR FUTUF USE. H I GG PBAOVE ALL MEOHANC4 EGI.PM£M AND MAOA13Jr ON THE REMOVE EXISTING CMJ ==3 DD-5~OTOS MA ROUT. AND ALL ATTAO- ENTS. SUPPORT EASES AND FASTENERS. STAR EJLLOSIfl,_. STARS. SAWCUT TO FLOOR LEVE .1 AND MISC. PARTS AND SALVAGE GRANTS G-D. CUT SACK ALL LNDEO.O AG PPNG. PLL ALL VOIDS - I DEMO EXISTING STGR, WAWNIG TITLE WITH CONCRETE TO ALLOW APPLICATION OF NEW FLOOR, r- �__ T 5AWCUT AND SALVAGE GRANTS 1 LANDNICS. RAM$ COMPLETE. GLS DEMOLISH JAL StAKWELLS AND ITS 9.RROfDNG BAYS AS I r --I I FOR NEW DOOR OPENING —� SALVAGE GRANITE '{LJ N NgCATED PRESEPVtF AND PROTECT ALL COMPONENTS OF CQIGNAL �_--- _ M ------ T I PPS BRYAN I - GZANTE CFBJKas FROM DAWC£ DURING EflP1OITAN AND SLBSEIXHJT _y _4 \\\ .: CIL y = IT -�--y :��`� P _ ,r------ ---j GARDEN LEVEL EPCKWpCTION IJGLIDIJG ALL CCRNCES, IF_AOWS. AND ORNAMENTAL LJF 7F=�RJ -1,H - -- - '��__' ; REMOVAL PLAN L3]K.'KWCGM'. '7 �—�F� GR. REI ALL FISH FLOCRNG MATERIALS AND SUBSTRATE Ir -L Fl I I I I CERAMIC TLE vl Y TLETAND EQGK PA\@S)) T EXPOSE ION AREAS (SJ04 AS WOOD FLOORING. 41 r. JT Ti I11 TO �AYN 1 $� F iDEMO EXISTING SLED DOCK CCIGMM. SLABS. IF1.vE AREA OF REMOVAL FREE AND REAR 1 I 1 \ � 1 I i-.. __ REMOVE E ICK LP r PEADT FOR THE APR-CATION OF NEW WDM. _ r1 I L. \\MP . - I I rT BACK LP WALL _ G20. SAWOUT AND DEMOLISH EXISTINU WOOD FLOOR FRAMING N FRCK -� .`_� E �. i-- Vl y J� REMOVE WOK 1 It r AWITKXJ TO ACCOMMODATE NEW STARS DUCTS AND CHASE OPENINGS ! TTtt-----_ BACK LP WALL I II 1 II AS INDICATED. REFER TO STRUCTLRAL DRAWINGS PCR RB.AVAL OF '4 LP F1-1-I-1-II I Ul Ul u.. r____�_ $TRLLTLRAL 0.AB9 ANO ADDITIONAL, GYRI*LRn1 wOHc . y J l G21. COOWNATE CPENJGS THROUGH STRUCTURE FOR DUCTS WITH P Y L'��� AND I"I-I SALVAGE GRANITE � ANIMAL DQ4WNG5 FOR BZE AND LOCATING _ _ _ _ SLOE ON GRAM,--- TIP, r lI �JI C_Q_I 11\M 11 l` G22. REMOVE EXISTING iIRESLIOlY- AT EXISTING OPENND,S N WICK ADOTON .,.P� f -r _ _ _ _ --- -1 L__`__{--_-�___C�=H r c I Y1 11 Yrs 1 Y ? Y Y Y Y Yr T 11 I -- — l G2S REMOVE ALL EX51NG METOL. STONE. AND CONCRETE STAR 11 II II II RENNvE E%STNG CEi4 tEOCK II II II I I I I I I STRUCTURE FINISHES HAND AND O14RD PALS SALLLSTRADES, 9-PPGQTNG 11 II II 11 II M SILNJY AN S, STAFF II II II 1 LJ I MEMBERS, LANDNGS AND WALL FINISHES. II II 11 11 CHAFES, BENkb1 ES. PLUJBe.G. II II IrT-TPI 1 I GC4. REMOVE ALL CCNORETE ORBS, LOCKER PADS ANO ECLIPM04T II m II II II tl II ETC)I SALVAGE CELL DOORS II II II II %-M II L-- PADS LEAVE AREA OF REMAVAL FREE AND GEAR READY FOQ THE � II II 11 II II ANDILaLL STS, TYP. II 1 it 11 � II 11 r---, DEMO. GONE.. SLAB __JL___JL___J L___JL__—J L___JL--_J L___J L___ L___J LJLJJl, II ON GRADE APPLICATION OF NEW WDM. \ I r--1 r �1 I SGWOIr AND OR NEW \ 11 I I G2, REMOVE ALL W000 STLTO LNDEO WALLS ANO ALL ATTACHED GRANITE FOR NEO __ rM II I I 1 II mR%'.PaH 4Y.�.1s P4 J•Iw Nuc 9aoe CONSTRUCTION FROM ROCK i0 IfDEQSAE OF STRJCTWE ABOVE DOOR MO. `.I it _ _�i —i� ii —�i---ii---��---jr —1it i---it---ii---��---i�j Ir-L_, 1 III QEV15ON5 G-26 REMOVE INTERIOR MASONRY WALLS AS INDICATED AND ALL ATTACHED 11 It II II II II II It II II II H 11 II 1 CDN$TTR,JCTION FROM LEVEL OF ROOK PRAM4WG TO STRUCTURE ABOVE 11 II II II II II II II II II II I�j II SEE SiRLATRAL DRAWINGS FOR LMLL OR EEA. REORE.BNTS PCR ALL II II I 11 I I II I I I I II II II I it I I jlll NEV, DOOR CPENNG5 PROVIDE OPENING AS REOU[ED FOR COCK 5LLE 1I I` _ II` _ II` _ II`-,, II` I1` _ yI I` _ HIL - SII It SII Ih L uDICATED DJ DOOR SOLED IF F .L�3.L.� �.r�y�t i..��7i.L i.r 1.L i.�.t aa.L�_J ``_--J� M1--_ 7 Il r= i L�� J --- ',q ALL WALLS, GC7. 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LEAVE AREA OF REMOVAL FREE I I El .r]y rj It STRUCRRAL FOR 1 � I LP�+ 11 DATE / AND CLEAR QEPDY FOR THE AFT'I.GGTGN CF HEW WDM. LPL yr 3 LJ MOgFCAT1ON5 TO FOfDATCN, I 1 1 I II DATE GSD, REMOVE MASONRY OR CERAMIC TILE WAINSCOT. BASE TRN Aro DECORATION LIC=yC=�IJ 1 I� -SALVAGE ALL GRANITE 1 I II 4/23/07 TO EPOSE NFEROP FACE OF EXTERIOR Wa LEAVE AREA OF REMOVAL PREF PECONFIORE STEK EARS II SGWOIT M145CNRr OPENING GID CLEAR BELL AS TE AD OER M) OF NEW TffCN Fes~ – TO FLOCK IEVEL 7117 �e _ ERANM BY OEC1KEfl Er G31. RBNDVE ALL MASONRY AND CWAMIO TLE PARTRDN^ COVERTIa - - - - SALVAGE GRANTS I I N ILII—REMOVE E SALVAGE FRO.ECT FLIM73PR M450N GTO MODIFY AND PPE CHASES. NGJANG ALL TQM FROM FLOOR TO UNDERSIDE OF __. 11 1 ATTACHMENTS ABOVE REMOVE ALL RP EE DUCTWORK. OCINDUTDRAWINGS AND I I 27606.00 REMOVE EXISTING CMT LOWER TIFF. TLNN NG L — — J CELL DOOR E FRPMS,ATTAClP9JT5 CCNTANED THEREIN SEE RLM9NG CQAWIJG$ FCR �$TPQ ENR:L09JRF, STARS. �� N iD�41APEA MASONRY OPENING 45 tOCPONATAN OF QANNRATW OONU1Ci[R DEMCUTICN AND MSC, PARTS PEOJQED TO WAWN6 NIMEER G32. REMOVE ALL EXSTNG WTDOYF FRAMES SASHES. INTEROP TQM STOOLS ACCOMMODATE NEW RE'ADVE EXISTING WOOD AND MOLLDINGS. REMOVE ALL EK5TING PLYWOOD BOARDiP ON E rTNG MASONRY OPENING SLED COMFTETE WINDOWS OEMOUEH ALL EXISTING QA55 B.RELA Sl TRIM NG MASONRY OR MASONRY O'EMNG TO GRANITE AREAWAY TO STEEL STORM WINDOWS, AGEEDL Aro ALL RELATED TRIM PROTECT ELASTIC M LOWERED TO BEV REM4N GRAMS SIRS FROM DAMAGE MING DEMOLITION 2820. SALVAGE 411 PDVCVE AL G-3? REMOVE METAL LONERS Aro FRAMES AND ALL ATTAOvENTS MD TRM O)GARDEN LEVEL REMOVAL PLAN GRANTS PECE5 EC MENTALLAND CLICTIOW'OOK. SEE 4T BOTH CIFCJLAS I MECHANCA- SCALE' V8-GI'-0M ASON TO REMOVE REMOVE AND SALVAGE D-1.01 G-34. PEMOVE EXTERIOR CONCRETE STAR, EXISTING BUMT-EAD, AND DOORS AND SALVAGE GRANITE SOCKS OF EXISTING GRATE AS INDICATED. PROTECT EXISTING OQNAMENTAL STONE PROM DAMAGE CL,AM'FEaED SURROUND DRIJG DEMOLITION PROTECT EXISTING STONE $LLS AND LNTELS FROM TO ACCOMODATE A DAMAGE DuPNG DEMCLDION LOWERED D MASONRY OPENING WALLS TO r£ RRaovED SEE DRAWING D-1.01 FOR ExSTNG TO REMAIN GENERAL DEMOLITION NOTES. 50 _ Y3d5YM-�n'+RS3 SAWQJT. WIVE CUT OR FLN+S WT (SEE J£CFICATICNEI IXSTW AND PROVIDE E $T°IS WALLS ��� SOI Aro R TO Ems$ TO PTR ' MATCH EX5TNG NSTORIC FN91 TO RELIEVE OP WORK TSTOC�LEASON E%ISTNS CRANTE/ BRICK FOR FRSE AT MASONRY I�F41$. TOOTIiNG-µ ETC. TYP. NOTE- SEE EXTERIOR IFLEVATIMIS 0-1.01 AND 0-202 REMOVAL wCIM FOR pE FTION SCOFF OF VC ON ETf'EQ`Oq Salem, MA New Boston venhres,L,LC BOSTON. MA ^-ry —IaAND REMOVE BRICK FDR Finegold wNOpwE M° Alexander + -, Associates Inc I i 1; ArcNtects and PrSTOMrvJVionRamers 1 ♦ r- 11 I BC$Tp1 4 Shrttuures North sbmtur �' 6- El�laere _J a L- yy —DEMOLSH CF ET BLW E(N.1Vleera, -]I AT TITS LEVEL ti16C�11TIC9 s,Inc.nc y1 EEE D-201 E 0-201 u W'���--RumYYM Md Fro PrOedo I V_ <EMC ALL E%TEQCQ uTnVIA A J _J LJ ♦ I 1 ENANCES. WIRES.VEWS. ETC. G�rim:Architects L J R� :1 1 DEMO F%STNG ETDR, LAV I L,__JII NI , I: IAADNGS, RALS. AND IAA EM-VALE GRANITE Hancock Associates 11- 1 REMOVE E%STNG CIAI SAWCUT TO ROCK LEVEL NOTES T EAST vdN6, DAINE'RIs-.-M4 f ♦ 1 STAIR CTCLO$L . STARS. Aro s4LVAC£ 64ANre s I FF_MJVN HW.Moore Associates,Inc. J I MEZZANINE stRLCTLFE CtiY. r;_J t'_l'T AND MSC. PARTS 1 FIRST. SECOND. AND ATTIC _______ _] 1 CQ SFE4T-HNGRAMING E T°EEA T E �, -Kt - 1 '. .. ........ ^c -1 '7 _y I NORTH WW$ TO REMAN E Sr M4 f C- I l 1— — .yM1�.al _j --1'rlTr�-('y. 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II II II II II II I ftg: II tl II II II II II 11 II I II II 11 11 1 rr- II 11 11 II II II II II II I II II II 11 1 i>neJda ueeende,4n+eoaaesM Joos EN 3 `TQ'1 1 OPEN TO BELOW REMOVE �ICY.� '-F ---0I 1 1 M :I , I BACK LP W L I 1�III " ' II __ r ___— __ _______t,, , Lr__ ____, I __ _ lf; F___71� - .emcmm -a✓a_m 1 _I RrMOVE BRCK Lf I 111 V/V< LP WALL 1 FJ L/ Fi 1 11 OPE, I I W Lir 4 U cli{ ____Or , --u-- "'1 SCALE — DATE REMOVE EX15TW CMU An'07 STAIR ENCLGS.RE. STAIRS, REI+MJVE SPICK BACK lP AW MSI PARTS WALL AT WIWOW SILL CRAM BT PECKED BY PPO-ECT WVI (17) i RD FLOOR REMOVAL PLAN 27e 0D �JSCALE- IB'•I'-O' DRAWING WIMBEJ D-1.04 I I WALLS TO SE REMOVED SEE DRAWING D-LCI FOR 5o GENERAL DEMCL.I710N NOTES. N'Jla'inR4AW �a EXISTII s TO flEMAN SEE D>il1111�11111111VY SAYKXfr, TCN CUT T FLAAS CUT f SPECFWALLS CA OVE EwSTNG M WOVOWY AND STONE L WALLS. EXGTVE "STO AFD PROVDE EDCES TO WI MATO) E%6TNG E EXIST GP T REGEVE FEW WORK. STOCKPILE EXSTIFO GOGT EGKK FOR PETER REUSE AT NASOFRY N-LLS TOOTIINGN. ETC. iYP, NOTE- SEE EXTERICR ELEVATIOF6 0-101 AND D-201 REMOVAL WCRK FOR D OLITIOJ SCOPE OF WCRK ON EXTERIOR. Salem, MA New Boston Venhres,LLC ----------------, BOSTON MA 1 Finegold Alexander + Associates Inc ArcMects and O Preservation%nrffs I D I BOSTOy IIA 1 I I I I I Strurfires Nor% I I res I I sALEM. MA I I BLW E ��,Inc. rd Fre ProtKtm LITTLEta MA I I Cray Architects ; i nrU�°lae I I 54EM MA I I Hancock Associates O LividD�, REMOVE ADgTIOJ (BELOW) LividS. M4 r_____ --�t1- WMN ALL Wlwows H.W.Moore AesodflteB,Inc. 1 BARS ow WANTK• TITLE wln�c �aTTc SrTLooR "°RT" THE 'BRYANT'- ST TIRE TO5TT As 4NOWN oNATTIC REMOVAL STRL1CrLRPL. PLAN i sTRJCTIRE 1 t TO MAIN. VP T . ' SEE 14IK TYPE FC ___ _ OLA A _ _ _ _ _ _ _ _ _ _ _ CIPCLA ABgJE , T F IR 1 I 'r-------------T-------F-------- ---------L---------F----------L------ -F p_______________ / "All --fT =3~ 1-------- IFLLLLSJH SEE 2=P-eRs..-'----1 - r'f._L_�;••;; ; , tj- s-is _ALES--1RA5ES-- _ �, `••) I 1 ___ ____ _ _ I i Tr--T- _ _L________L _ 1____ zz_zzz L_ E___-__�.}� _-r-_TI.}R�tx.._._________________r (G __J__T�1zL-'TT---l7=-a"'Il----0--Tr-------- - ---¢¢cq I _ _________ I ; 11 1 1 I I 11 1 I 1 1 11 11 11 �- -i T,% -- j l ROOF TOT RFM'QN AT lL-_F----11----------._11-------11-_____11--------11-------11--------11-------11.___` __F__/ 1 1 EAST WNG. SEk MOVE) EXETIN61 fiTIC F400R—F�M�-}� —_____ i 1 STRUCTIRAL _ �f_Y_____________ ___ _ 1 I I 16TRUCTIygE AND 61EATHraR 14T 11 11 T-1 -r LU JJ 1L.__..._....LUuJ_______J_MAN_EULLIII�LID,,N6._SyHLEyyl SICd1C��ILL1JJL2AL___LL_______41,� I J � ®w.potl unwrFAnwJtlM na yooe .-----31_-- __-fII__.rd___L1___�__ '�______�_- J REVISIONS I ------------- ------------------------------ i _ _�-ii it�- -i•jt - -- -- - ---- - 1 11 I ^A I II II ! II I I II 11 11 I _ II 11 i 11 I r II 11 ' 11 I II I I 11 J I L__.fU- J LJ - � SCALE __ . . PEMOyE lLLl WNXJWS PEMgYE ALL WNDOWS aM107 DATE L---- _.-J 4Np STEEL BARS AF STEEL BARS T REMOE AC NT CN WAWN B CEYID 9Y (BELOW) FRO.ECT FFf.IBBi ,(ATTIC REMOVAL PLAN r60°00 \, fSCALE' VB'-I'-O. WAW w.sER D-1.05 i I ' I WALLS TO BE Re�avED GENERAL Du MOLITIONFONOTES. «i@tle E%5TTG TO L£MAN S4WC IC T CUT EX TT FI-AME CUi t SEE 50 WALLS, OVU EXISTNG MASCN2Y AFD STONE WALLS. REMOVE WSTO ANp wOTO EDGES TO L MATCH E5T HSTORIC FiJSN T RECE�R NEW 1 NCRK. T MAS I.E EX S,GOOT4r K E FOR Rft M- AT MASCWT NELLE, ippiLK IN ETC. T1P. PETER NOTE SEE EXTERIOR EiEOA OF D2,01 Ano XTEP REMOVAL wCFK FOR CEMdJTICN SCOPE OF WORK W EXTEROR. Salem, MA New Boston Ventures,LLC .--------------------------. BOsroN nu Finegold Alexander + Associates Inc O Architects and a Preservation Planners BOSTON w Structures North so,car Egneers SALEM MO BLW En@ineers,Inc r__� IAechence Eiectrice� end Fre Protection Ergneer � UTfLETCN. MA Gray Architects SAI EM MA O Hancock A990gflte8 WA e O � D H.W.Moore Associates,hc. ow _ ---------------- ------------- —––------ ---- ---------------------- BOSTCN M4 EX'STNG 00N rCUT i' O EXISTING DOWNSPOUT MAWNG TITLE ar- E F REMOVAJ- PLAN EXGTNG DOV.NSPOUT � LLNE of ft1DNG mow I i d Ex15TNG IL I J O G x. REMOVE ALL AERIALS. CCNDILT WIRES, SPIKES, ETC, BFxykIb�NMrl Pue[kW ne REvgONS EXISTNG 5P { it r___________.______________________________ HEx15iNG DOvm1SPOOT ! SCALE __________________ __________________ - DATE 4/2b/O7 ORAWN BY OECT�D M ' R30-ECT NA+IEER 2]60100 pRAWN.i W.LBZ ROOF REMOVAL PLAN D-1.06 � scni.E, vs••r-o• J r----------------------------------------------------------------------------------------------____-_-____--------------1 GBNJB AL DEMO RON NOTEc li 1 , G-L MAINTAINA CCMi.ETE MANAGE SYSTEM AT ALL TN£ F S gWi REMOVAL i 1 OPERATIONS AND NEW CONSTZJCTON INSTALL AND ATTACH TO 1 TEMPCRARY ROOF GRANS AND LEADERS CONNECTION OF RAINWATER S MW i LEADERS BE TO STORATER MANAGE SYSTEM OR AS APPROVED BY THE APPLICABLE GOVERNMENT AGENCIES 50 GOVER G THS S ® 1 NOTE vI , PROJECT.. i I G2 OF ALL.GL gEO �C FO TS N TLCONFOOA E S, APPLICABLE ALL REMOAL C�TIEE$ DISPOSAL OF ALL _LAT P. OB.ECTS AND DEBTS I eOLIPNIENT ERS, PIPING, CCNDJT, NOTE vl3 ease eeee �� .4 set. ,.. . .D NOTE 6 E 2 ! G-4. COE�EPCQ WALLSORDINATE AND WALLFITTINGS A� D LEAVE ARE A550CwM�HA�E AND EeeMA . PETER� n I ____ I TIE APPLICATION OF NEW WORCOF GENDVAL FREE RIND CLEAR READY FOR j ,[\ 1 � _-^•v`f 4 u. +F( .� p'' - Y'F' Y :. CIVIL ENG'NEERYNG WAWNGS AND THE P,30ECi MANJAL. GG NOTE v6 E 2 CLI By IiJ'�`;• Iy�l x` = xcL F"' E Fn -- "�" "' <> [,7 SSS^ = Y ;iii V.4#".{a g? pn� V 1.:, _ _________________________1 STRIICTLRAL MECHAIICAL, PLIO.EHG, ELECTRCPL AND I ----r - ------ --- -- - - - -- al A I T11•:r----- 11--- •\\ 1�------ ---- -- - --- 1 G9 RGV'OVE EXSTNG BACIL WALLS IN RMDR� a Salem, L_____Ip„ TE .8 -a-+J+ (/ `•�\ ) i I-'I i IDSAWCNff IC4vTEDY KEERWINDOW oTIOTHERN$SLLSCNNNA LEADERS I `\ `\ L\ ❑ 1 1 I ALLPPOFETED ES AND SM15 TO BE SALVAGED FOR R1MLRD TO OECEII NEW E lbE ❑ New Boston Ventures,SLC q �� iNOTE v6 E 2 \ ``\ /�LJI LATNI TO FINISH AND _j H Gam' TABL2� EMEIZIOR WALLS. NCLLVINIS ALL ORNW�8JTA1 ELEMEMS. BOSTON. M4 �T / L TE v4 r-1 LATIN TO DEMOLI51-E _ 7 I Itl II OTE NOTE v4 I I `I Ili I _ I I I IuIOME S SILLS, AND CORNICES. /COTE 4 II I III �I _ •�,`` �r- __ _I G). DIRMG COtlMnE WNT OF NEW WCQ, MANTANTBVFORARY Fin old Rxl / 11 I III NOTE v4-LI I I I L. 1 I I Si EXOIS AND BRACING AS R£QUREO IXRN6 CONSTRUCTION AND T MO REANNG 11 I III I 1`� I NATE vTt I 1 1 I RACEWNT OF NEW STRUCYRA4 ELEMENTS- SEE STCIJCTUZAL DWGS, Alexander + I I I III I \\ `- / / I ❑ I TE vll 1 G6 FB�nOOP ALL ALL ATTAL EOLR. SLI ANO MASES. A ON TIE Associates Inc 1,0 E STRIJCTLRE iT I 1 'L/'ZC / 11 I III I DE REM4INNG 1 J I 11 /' I' I III EMp REMAINING I ' I // FEOO E $TRLJCTLJRE ! 1 L- I POOP, AND ALL AR-S_AS STE SLIPPERY BASES. AND F45TENE315. / 11 I / J 1\\\\\` G9. CIJi BAIX ALL IlCE4-$LAB $TERM AND OTLER PIPING. FLOOR E STRICTWE I 1 Y---- I &Lp J III II ❑ �- �' I /t\ I I 1 I , FILL ALL ALL S WITH CONCRETE TO ALLOW APPLICATKXJ OF NEW FLOIXZ. A�N tl1e41a I,,_.... I L_J 1 I G-10. OEI.IOLISLI PLL $TARS AT BULGING B AS tlVDICATED. Preservation PW ff8 I, /.:�Z-r- `. I TE PT L'-J I, .' ``` ` -----L� i OPCMIGPRESEGSS FQD DAMAGE ALL DDENOq ITIION ANOIO�CLENT BOSTON, MA I /�Y I. i 1 , 1\ 1 I I / \ ' nDTE P4 NOTE P3 CONSTVJCTKJN NCLIDING ALL CORNICES, LEADERS. AND ORN4MEIJTAL 1 //<\ \ 1 1 / / \\` I I I I ;/ TE 16 ❑ ` ❑ Y I eRIGKwa1K. Structures North NOTE v4 II ,,``T, I I „ I CII. PROMDE ADEOLJATE SHORING AND CLEAN CUT LIES MTWEEN swDBEBI T.I , r\ ♦ , 1 / / �1 1 TO v4 �� // IITT I i WOLVEDISTNiS TO INS PROVIDE A CLEAN O WvIAIN NTE�NWFRq.9 FLOOR. TOETC NEW (;D}neerH CCNSTRUCTOL SALEK NIA J G-2 REMOVE ALL IN FA�SGCF TERALS AND�SDSTRATVIOOJ RODkI`IG, C BLW Ilgneera,Inc. ' II u LP I I J vee even C I '(-NOTE v13 SLAAMIC TLE, VINYL TLE AND @ZOF PENIOVA VFEE AND CLLMecharka 1 ILA \ _- / NOTE eb E 2 I� a ON " NOTE vQ SLABS AGE KEPT. LEAVE AREA CP REMOVAL FREE ANO CLEPR wdFroP Eediontq,wA e N / Y I ® READY FOR T-E APFLICATCN OF NEW WORK, eTTFlfe Pl'OIeGl011 EII¢I-CB-B� II IL 1 j G13. SAWCUT AND REMOVE PORTICOS OR EXISTING CQL STR AND 5 SWABS LITTLETON MA �� PE A5 RBE TINS TOE STO_10D4TE NEW IVSS FOR AND FOOTIOS N lir.. r L -- -- "_ jD - - - - - I _�I THE BIDING - " $TFiJ:,TLRAL DRAVUSLA FCR LOCPE EQURE yy ryIChdecta "i OOD h $ "y� i^.N a. -J .}M'..� - E;"yp '3,p1 :_ } ¢yf„ T, !I GIP. SACCCOMMODATI_U AND TEE NEW S10R5. DLCEXISTING WTSS, D CHASE CPEJIGS AS Y•r•°•yw� v e,�• ee:e m. -4 t- slf ee ease I NDCATED. OF5ER TO STRLK:TLRAL WAWNGS FOR REMOVAL OF HICMOCIB \\\` D 1 j STRJCTLRAL SLABS AND ADDITIONAL STRUCTIRAL WORC SALEM A 1 I I I I , GIS COORDINATE OPBJNGS 71FR +I STRUCTLL£ FOR DUCTS WY4 L i______ _ I L_____-__J I£OtANC4 DRAWINMaS FOR SZE AND LOCATION. I-arcoCr Associates NOTE n E 1 TTP. 1 I_-____ ___-_,.J[1 GI6. REMOVE EXSTNG TLRE"NLDS AT EX5iNG OPENINGS YFEGE REOLIRED. LBM s,FYE '- --- i J P GR. REMOVE ALL EXSTNG WOOD. STONE, AND CONG ErE STAR NOTE v13. TYP. L J NOTE R NORTH FIRST FLOOR REMOVAL PLAN STRUCTLRE, FNISI-Es NAND AND GlW3D PALS, BALIbTRADE5, SF+IXATNG DANVER$. M�4 .T____________r I.EMEERS, LANDINGS AND WALL FNISES scale va•r-o H.W.Moore Associates,Vic. -NOTE Pp G-a CNI ACM � �S AND NYS LEAVE A OF ALL CONCRETE CURBS, EAD CLFJR FOR TLE . L___________J ry, APREATION OF NEW WORK. EISTOI GB. REMOVE ALL WOOD STL FLOOR TO WALLS AND ALL R.JCF. ED ASTON MA r_________________________l CONSTRUCTION FROM FLOW TO lMERSDE OR STRJCTIRE ABOVE j T G-20. REMOVE NTERIOR MASONRY CONSTRLCTICN NOEL£ INDICATED CRAMS TITLE NOTE E '1 TTP NGTENEW AS REOLOED FOR DOOR SZE ALL NOTE vR 1 1 � � WOR SWNISS FORLNLNiTEL ORT EEAMA�REOURFI✓EMS WCA y . ' -------------------------- G2A REMOVE ALL NT PULL COCOS SUL�TPAIX.CPENMCC1<AND 1143, FOR BASEMENT ENTIA T- ------- P,. '�;. Y f NE, ,nhx x -- ¢H p i tP ,yv, l✓,el',M1' ' l- rcyN H : EVE .', d PRl"„ r� a 3„''*�,ITa . •. LAT " ,`i q' 'i.. N T-.� • i CI�.FIREREADY FOR TVE APPLICATION OF NEW WORK NM1ERE 4EOURED. FIRST FLOOR I T .\ ♦ ' ___________ ____________ 1 Cr22. REMOVE ALL KITOBJ AND QIEFP RATION ECIFNENT I 1 IDLLDING SLIT NOT LIMITED TO FREEZERS AND WALK N COOLERS. THS REMOVAL PLANS NOTE v8, TYP. I 1 GEIAOVAL WILL CONFORM TO HAZARDOUS WASTE DISPOSAL �I r+-r T•1-r- r-- , \ 1 t❑� r❑ RECLJREMBJTS N EFFECT AT THE TIME OF REMOVAL 1❑, I❑I 16; ` 1 F--J S, I 1 0-23. REMOVE RASTER, LAM AND GWB WALL FLIOONG FORM ROOK TO LNDMSDE N 1 NLP L-.J L--J L--J `Ll 1 -T ' ��, I 1 OF STRUCTLRE ABOVE ON ALL SIDES OF WALL REMOVE ALL r \ L � I 1 ATTACLI£MS, DECORATOR WOW TRIM CASING. AND BASE. LEAVE �I 1 1 1 1 1 1 `NOTE v9 t❑1 L❑� I 1 NS I I 1 AREA OF GEMOVAL FREE AND CLEAR READY r-W TLE APPLICATION OF NEW r---1 IF I I I NCR.. L____L_ I i G24. REMOVE MASONRY OR CHROMIC TLE WAINSCOT, BASE, TPM 1 1 r- � OTE 11.___l I REMOVAL FLEE AND CLEAR READY FW TV£ PPPLCATICN OF I , P^ ANO DECORATION TO EXPOSE MEROR FACE OR EXTERIOR WALLS. LEAVE E II I I L�i LD'R _!� TZ ' NOTE vIl j I wWK AREA OF NEW V' v ba I I NOTE -4: "`., I 1 C'�' � � ALL NOLDI AND CERAMC TLE PPOR TO COVERING ' , ;❑I r❑� L___ It I <. , i PPE CMASES NCUDNG ALL ALL FROM FLOOR M LNO,CLNT OF -^ I LLaa I 1 STQLiCT,QENB PBOON INED TE ALL PFTG IX1T.TVdOAII. CONCINT AND t I L J . . L-- ' I I .❑• rO� 4 ll ATTADHa£NT$ CONTAINED TFEFEN SEE 0.U.6NG LRAWNCS FOR ' L-- �- I I �� P I 1 COORDNATICN OF RAINWATER CCNIXICTW DENOLITION G 1 NOTE vll >U 1 -�•�--------------- � F-J T I NOTES -1 E II _ - I 1 I ' /� I 1 D___-____.t '' 6-26 REMOVE ALL EXISTING WIDOWS, FR4R£S SASLES. MERKNA L_______!'1''I 2 TTP �_v ,s I 1 TRµ STOOLS AND MOLLDINGS. REMOVE ALL IXSTNG PLYWOOD fb' _JJ� r••, r-�I SLA P 'Iti i❑i I "' LP iyg i i El_=.�S.PPPOGTNG BASTING Y OP STEEL. STSHWMAwNDOW , CLASS CREENS ---� " fiP j i AND ALL RELATED TOM PROTECT EXSTING CCRANTE SILLS FROM DPMAGE ®REVISI JbanJaJMmblrro Taal I a` II I i rY _______________________ GLOVE EXTERIOR ION REVISIONS 1 II I F---------------� u - - G2T. REMOVE EXTERIOR OOTECT E $TARS AND DOORS __________________________I AS IOICATED. PROTECT EXISTING WNPhENTAL STONE FROV1 DAMAGE DLRNJG CF3. IYCIN PROTECT EASTNG STONE SILLS AND LNIELS FROM "^ rO� .❑I I I r�' I LA r I 4' DAMAGE DURING D IUICN II L--' I I L❑J L❑r I ____ _ G28 REMOVE ALL MEGW WOOD M ANO NANL OCCRS. FRAMES • , HARDWARE, Y WALLS.TOM WALL PANriLIJG, BASE, AND SIPPWTIG .. II I I I •1# NEW ADOITICN STL)DICOORDINATE AL WALLS. { ..} I I I _ _ J �.. 6-19. COORONATE ALL NEW MASONRY OPENIIG DNYN50N5 WITH a ys*, ARCMITECTL AL WAWNGS TYR OLIMED b r MR ✓ xM5 hili G3O DEWCFAINICAL MOLITION �PLU.DI G.FFIGE PROTECTION.OIZ TILL ]PND ION EERK;AL SERVICES TWOL)GI-TOUT TPE BLILDMIG NOT SPECIFICALLY SHOWN ON DEMOLITION DRAWINGS IS RECLI ED AND SHOLD BE COORDINATED WITH TRE LOCATIONS OF TLESE SEVVOES AS SLIOM CN TIE14 RESF£CTNE DWGS NORTH G-31. S RVICE d�REA�S�INLCI.ANIGNAILL VWOCID FPLASTER SWAMIS, GWW3ITLR IN OFFICE AM TQIA SCALE T AND ALL wAODWPRE. V4"I r.'�BASEMENT FLOOR REMOVAL PLAN G-32 Ra W ALL EXSTIG HUNG CEILINGS. INIatDNG CEILING TILES, SCALE /d'•I'-O• METAL GRD, AND ALL HARDWARE AND FASTENERS DATE G-3d � RO�� CABINETS. �TK ^YnroT AOES, WOOD ENCLSANAS ASSOCIATED LLDING DEMQUOCOTEUI TEUITI NOTES 7, REMOVE EXISTING WOOD STAR CONSTRUCTION N RS ENTRETY. W. REMOVE EXISTMG STABILIZATION SEE NOTE 6-7. ALL ASSOCIATE BASEBOARDS AM OTIER WALL AND FLOOR FNSES WAM BY CEO<ED BY WFEYEW OR NOT EKFOSED. I. REMOVE EXISTING PLYWOOD, WINDOW FRAME, LOUVERS AND ASSOCIATED HPRMARE IN A REMOVE EXISTING WALL PARTITIONS N NS AND RONIS TIEBJT R RETY. TYP AT DASFED S REMOVE EXISTING RLhBNG FWTIRES. COLNTERS AND TLB BASKS N TLER ENTIRETY r^-�' REMOVE TLER ENTRETT, REhgVE STEEL BARS N TLER ENTIRETY WHERE APPUCAE,E. WALLS TO AOCOM ATE RB-KWATN IOGAP OFF, TERMNATE OR EXTEND EXISTING FIPNG N AND FASTENERS TE I"FTAL LOp£45, CABINETS MD ASSOCIATED HPROWARE, TRIM PROPER MANE.R TO ACCOMMODATE RENOVATION AS RESI4ED. EN SEE RENOVATED FLOW AND 0.STBHAS PRO.ECT NLM�R 2. REMOVAL OF STONE LNTELS TO BE REMOVED BY ASON DO NOT OA10ACE 9. PREPARE EXISTING POLfUATICN WALL TO ACCCh COATS NEW DOOR AND FRAME SEE PLANS AND PL llElNG DRAWINGS. G-3S REMOVE ALL FURNTIRE, ECLIPMENT, SELVIG. BADNG 17600.00 SLPROLNONG MASONRY, TYP. DOC4 SCLERAE FOR RC-GURLJ ROUGH OPENING. SAWCUT DOCK OPENNG AS REWIREDMATERALS AND `SCELLANECL6 LOOSE MATERIALS AND DEBRIS TO ACCOMMODATE NEW BASEMENT ROOK BBVATGN AT SLL. K REMOVE EXISTING PLYWOOD. WOOD WINDOW AND DOOR FRANES AND ASSOCIATED THZp-GHCL7T ALL SPACES IN TLE ELILDNG, LNLESS NOTED OTIERWISE DRAWING NU+ELR 3. REMOVE EXISTING EXTEROR MASONRY WALL N PART FROM FRST FLOOR PLATE TO HARDWARE N TNER ENTIRETY, ANA MODIFY DPENNG FW NEW EXTEGIW DOOR AND FRAMEG-M. REMOVE ALL PIGEON FECAL ATERAL AND SWILAR DEEMS FROM LJDERSIOE OF ADDITION'S ROOF, PREPARE OPENING TO RECENE NEW STEEL BEAM AND 10. SAWCUT NEW OPENING N EXISTING WALL TO ACOO440DATE NEW PLU.IBNG, HVAC ALL E%TBROP An NTBRICR rFACES OF THE BJLDNG T415 WOK LOOSE LMELS AS REO.IZED, SEE STRJOTIVAL TFE GENERAL CONTRACTOR $HALL R10N11vJ1 AND/OR ELECTRICAL. 17, REMOVE EXISTNG WOOD PORTICO STRUCTERE N RS ENTIRETY, PREPARE AREA TO INCLUDES BIT IS NOT LMITED TO ALL PRO-ECTIONS, PAVED AREAS AND OOC AND INSTALL ADECIJATE SLIWIG AND SPACING, AS REQUI ED TO SIJPP.WT TLE EXISTNG RECEIVE NEW WOOD PORTICO, THS ORES THAT AJ.E TO MEAN L PARI IO TLE vFFEC STRLCTLRE ABOVE OIRNC DEMCLITpN OF WALL, L REMOVE ALL FORMER FCUNDATKKJS. FOOTINGS. SLABS, ETC. PROVIDE ALL REOIARED THS WORK WLL CONFORM TO ALL REGLAATION$ N EFFECT AT SAW CUTTING, LB.IOLITION AND REMOVAL OF EXISTING CONCRETE BITIAMN:AAi CONCRETE, S REMOVE CONCRETE SAB, FOOTINGS. ETC AND PROMOS ALL REOIIREO SAAWTNG, TINE THE OF RFJAOV41. 4. REMOVE CHFTEYS AND ASSOCIATED FREPLACESALEARTHS N TLEIR ENTRETY PODIA T.O. PAVEMENTS AND GRANITE TO ACCOMMY.DATE NEW CONSTRICTION. OFl LFONJ AND RO4OVAL OF EXISTING CONCRETE SLAB TO ACCCAMACOATE A NEW G-37 SEE STRJCTLRPL DFAWNISS FOR EXISTNG SCRAG REMOVAL. PLOOR FRAMING I�-1.o/ FOU-DATIONS TO T.O. EXISTNG CFIMNEY. TYPICAL OF A. CONCRETE SLAB AND GRAVEL EASE EXCAVATE TO A LONER R FVATIN TO AND FLOOR REPLACEMENT TO REMAIN R. REMOVE, NLhISER E STOCKPILE EXISTING EXTERIOR GRANITE STARS DEMO ASSOCIATED ACCOVNIODATE A NEW CONCRETE SLAB AND WAVE. BASE SEE ELEVATION$ AND 5. EXSTNG ASPHALT SHNGi_E ROOFING TO REMANL FOLNOATKKN. AS REOJRED TO ACCONWODATE GRANITE STAR AND FOLNDATION. SECTIONS FW NEW SLAB ELEVATICN SEE STRJCTLRAL FOR CONCRETE SLAB THCKIESS ASONRY REMOVAL WYFN 2` OF --------- WALLS TO BE REMOVED REINFORCING AND GROUND COMPACTION STR.JCTIRE TO REMAIN 6 CAREFLLLY HREM AND OVE OPENNN A G EXTERIOR SONJ tY WALL AT AND Sl__ TO D. REMOVE DOAUS"OIJiS TYP. TO BE REMOVED BY A ASCO EXISTING TO FERN ACCOM+GDATE A NEW DOOR OPENING PREPARE OPENING TO RECEIVE NEW DOOR AND FRAM£. iiivn,x:Gi�, i iiirt T „ 50 l l a. ILI All , , I I I I ♦ 1 1 \\\NOTE oa F, ^ PETER U J OTE �-_----------'� .I Salem, MA I T I I I I ) 1 1 I** Ua,,y j In 1 I I fj }T I I I J i i J Ila% , i I I I 11 I 11 I (' I 1 I I I NOTE n4 1— {1 L_ _ New Boston Ventures,Ll.0 1 I NOTE uA II /<� NOTE u) II A t — I I < \ II I 1 , )` , II 111 '.I n ;;;� .,\\ , , , , ,,;, NOTE u4 ;1 A Finegold „' �� = i - Alexander + 57 __- ENS. Associates Inc Ci6 a I kchitects and h+l ` III Y Preservation Planners A n n III Y NOTE .1 E 2. BOSTON MA IILL111 TYP, i Un "w +, :T4.. it OYIctures North ii• •i• ii• ii •6i at(UCt1(9 q-\ .. D F.npluera `NOTE w13. TYP. 'n SALEM MA NORTH BMLWE f8, W FL. THIRD FLOOR REMOVAL PLAN Fire Protection ff gi--Wa �JSCALEI 1/4'•1'-0* LITTLETCN MA Gray�Arrchitects ArUytecis I-I& Otk Ass IfltCB Land alimm DL,MNERS, MA �����r� p `- T�4`7-7: 16.. i P1 CY""4 •i• iii aKW.Moore Associatea,•H. __ ..v __ �y G _ Y fb .2 5S. "'k"S$' 3 f :'V SC ffi,.' i _ Wk -i- , c --- ------ rr-, �r ins' ■ I ' I I 1 'I I \NOTE n4 ^ —NOTE .B. TYP. ^ '`.�. ORAWNG TITLE sii I � t, I1 .iii n 1 ; n ,.p. -- THE 'McINTIRE'- 1 i r—i1 j SECOND AND I' 1 1 I� P. I , THIRD FLOOR NOTE -B. TY 1 ,I II I ) I I I y ji REMOVAL PLANS NOTE I �l I ,1 111777 ,I L_,I._tir.J L_1___pl■ //Note =6 E z 4J ij 1 I OTE n4 `NOTE vT -Z Iii X/ •r-iF—� ;,i��. \ 1 �i ,T ,Y NOTE m inM In ti iL_ \iC J11I IL. 11 LP 1`\ ;l DNIf aaa i66 iii �i II ^ Il If _ _ J1_ __ __� L Z -- er,. .. ®En.RNi we.wsv,.aN.k,rom ' •ii •i• �. ` eii '”` '�'"" A� REVISKAJS NOTE I3 TYP.r O NOTE oI E 2 i.. TYP (-,1SECOND FLOOR REMOVAL PLAN I SCALE U4'-I'-O' LEhgLTKIN NOTES T. REMOVE EXSTND WOOD STAIR CCN5TRUCTKN N ITS ENTIRETY. K REMOVE EXISTING 5TABLIZAT.'NL SEE NOTE 6-7, SEE STRUCTURAL. SCAB l REMDVE EXISTING PLYWOOD. WIDOW FRAN)E. LOLN9RS AND ASSOGATED W WARE N & REMOVE EXSTNG WALL PARTII AND RRRINIG N TINIER ENTIRETY. TYP AT DA D 16 REMOVE EWSTING PLUV6ND FNTLRE& CIXNR,tS AND TUB BASKS N TH EMR TIS ENTRETT. REMOVE STEEL BARS N T-ER ENTIRETY WERE APRICA$E. WALLS TO ACCONWODATE RENOVATION CAP OFF. TERMNATE OR EXTEND E% TNI3 PWJG RRORER M4NNER TO ACCOAMIJDATE RENOVATNN AS REOIRED. SEE RENOVATED K DATE 2 REMOVAL OF STOKE LINTELS TO BE REMOVED BY MASON W NOT DAMAGE 9. PREPARE EXISTING FOIWATKN WALL TO ACCONIVO ATE NEW DOOR AND FRAME. SEE FLANS AND RIPIBN DRAWNGS. 4/23/07 SLAWOUD G MA5ENRY, TYP. DO.^F $CI8%f.E FOR REGJRED RIX1G4 OPENING. SAWO-T DOGS OF NTNG AS REO-RED TO ACCOW OOATE NEW BASE.ENT BOOR E3EVAM)N AT SLL, 16. REMOVE EXISTNG PLYWOOD, WOOD WINDOW AND DOOR FRAMES AND ASSOCIATE DRAWN SY CFEGCED BY 3, REMOVE EXISTING EXTERIOR MASONRY WALL IN PART FROM FIRST FLOOR PLATE TO HARDWARE N TIER ENTIRETY, AND MCOFY C NTNG FOR NEW EXTERIOR DOGS AND LNOERSIpE OF ADOITON-S ROOF. PREPARE OPENING TO RECENE NEW STEEL BEAM AND 0. SAWCUT NEW OT£NNG IN EXISTING WALL TO ACCOMMODATE NEW RL1,191NIC. HVAC LOO's' LNTELS AS PEO .. SEE ST II-QAL. RE �AL CONTRACTOR SWILL FURNISH AID/CR ELECTRICAL R. REMOVE EXISTING WOCD PORTICO STRUCTURE IN ITS ENTIRETY. PREPARE AREA RM-ECT NU!,EER AND INSTALL ADE%IATE SHORN6 AND ERACNG AS PEO-GED TO S-FPCRT TFE EXISTING RECEIVE NEW WOOD PORTICO. 27606.00 STRLIDTURE ABpvE IXRNG CB.nCLITON CF WALL, L REMOVE ALL PORKER POUfNDATONS. FOOTINGS. 5LAR5, ETC. PROVIDE ALL REOIi2ED SAW CUTTING. DENIOLITIgN AND REMOVAL OF EXISTING CONCRETE, BILUiNGJS CONCRETE I& REMOVE CONCRETE SLAB, FOOTINGS, ETC AND PROVIDE ALL REOLMED SAWCUTTI DRAW NAA.'B3R 4. REMOVE CIAND ASSOCIATED FIREPLACF_SAEARTNS N TI-EQ ENTWETY FROM T.O PAVE.BNTS AND WANTE TO ACCOMMYJDATE NEW CONSTRL)OU)N., DEMOU71CN AND REMOVAL OF EXISTING CCNOPETE 5AS TO ACCONMOOATE A NEW FOLWATKNS TO T.O. EXISTING CLAYEY, TYPICAL OF 4. CONCRETE SLAB AND GRAVEL BASE EXCAVATE TO A LOWER ELEVATION TO R. QSWOVE, NIVEER E STESM EXISTING EXTERKOR GRANTE STARS. DEMO ASSOCIATED ACCOMMODATE A NEW CONCRETE SLAB AND GRAVEL BASE. SEE ELEVATIONS AND & EXI6TNG ASI SHN+IE POI TO REMAIN Fq WATION AS REOURED TO ACCO�ATE =ANTE STAR AND FOIWATION SECTIONS FOR NEW SLAB ELEVATION SEE 57RlG71.12A- FOR CONCRETE SLAB TUCK REAFORCPJG AND GROtW COMPACTKAL A CARER4Y FIND R DOOR CPENNG N EXTERKKR RENING T WALL AT JAMB AND SLL TO O. REMOVE DOW*GRCUTS, TTP. ACCOM.ICOATE A NEW COOK OPETdIIG. PREPARE CPENNG TO RECENE NEW W(TR AND FRAA£. ------ D-1.08 NOTE MASONRY REMOVAL WTM1N 2' CF WALLS TO BE REMOVED SEE D-106 FOR GENERAL STRUCTUYc TO REMAN OOMOLITCN NOTES TO SE REMOVED BT A MASON i EXISTING TO R$4AN SO PETER Salem, MA New Boston Ventures,L,LC EDSTOL M4 Finegold Alexander + Associates Inc Architects and Preservation Plan ere EOSTOI M4 NOTEShdv En��' u es North SALEMMA CuInc.r_ -- a L� IYCL� t9tt &LIQPMPIIbI�, ` tray Architects NOTE v<. TTP. ROOF HATCH �r�=��; TO i �s�� REMAN Hancock Associates MA ill I�' TE va. TYP. DANV �_, :�� 11' EQa 1 11� KW.Moore Associates,Inc. ISI I1. �I II it='�; CNS �� NOTE V., TYP. BOSTON MA NOTE el] LL ,� NOTE. eA. TTP. CRAWNG TRIS NOTE THE 'McINTIRE', ROOF 7 REMOVAL PLAN NOTE vl3 __---_ NOTES L PATCH EXSTNG A" T SLNI3.E ROCFNG AT ALL Oa.NEY FLA54 5 AND AS REO.RED TO ACGCMODATE RENOVATM / AMIM.. ASPHALT 5"NGIES TO MATO) EXISTM r 2 PATCR REPAR AN PROVIDE AOCESSSES AS REOLR o / V FOR METAL GUTTERS A IEaDERS. ALL PARTS AM FOR SSOPENOTAL T IMTGH EXISTK,a I PROVOS LCC FLASI AN STEP FLA%H AT ALL WW CNMTE15 AID WA NEW ADDIT MEET EX5TN6 r.M M r.Tl ♦ANwAe1NM yooe REVSON5 1T1I1J NOTE5lJ7TF5 T. MWOg E%STNG WOOD STAR CONS TK N RS EIQEiTY. N. LB.gVE EXSTNG STAB ZATION SEE NOTE bT. SEE STRUCTI.RAL L R@.IOvE EXSTNG PLYWOOD. WNDOW FRAME. LCUv13+5 MD ASSOOATEJ HARDWARE N B REMOVE EXS1 WALL PARTITIOS N Fl M N TIER ENTRETY. TYR AT DASHED 6 RFAOVE EXGT PLLABNG FIXTIRC-S COMERS AND TIB EASWS N 11ER ENTRETY T-ER ENTRETY. REMOVE STEEL BAR$ N TLER ENTRETY YFHE AfRI(`yRE WALLS TO ACOCM.DDAM R VAYI G OFF, TEGMfJ CQ EMEND ENSTNG FFIy N A PROPER IAANFR TO ACCOMTODATE RENOVATp AS REO.RED. Sff RBNOVATEO FLOCU 2 REMOVAL OF STONE LNMLS TO EE REMOVED BY MASON DO NOT DAMAGE 9. PREPARE EXSTNG FCLMAnCN WALL TO AC000000ATE NEW DOOR AN FRAME 5EE BANS AN PLL G DQAWNGS. STALE SLRROLfONG MAS Y. TYR DOOR SCIEDLLE FOR REIX O ROLCJJ OPEN SA,AW DOOR OPENNG AS REOIUED TO ACCO OOATE NEW BASEMENT FLOOR ELEVATION AT S1 & M£MOVE EASTND MMM D. WO WTDOW AND DOOR FRAMES ANO ASSOCIATED VAY'-0' S REMOVE EXGTNG EX1620R MASORY WALL N PART FROM FUST FLOOR PLATE TO HARDWARE N TIER ENTRETY. AND MOCIFY OP NNG FOR NEW EXTEROR DOOR AND FRAME. � OF A TK 'S R . FLEPAFE OB TO 4ECENE I£W STEEL BEAM AI.O O. SAWCIJT NEW OPF+'D N EXSTI WALL TO AOCO ODATE NEW PLLA9NG. WAC DATE LOOSE LNTE5 AS RLOLIF£D. SW ST TLRAL TLE OC-NEPAL COMPACTOR S1 FLRNyi AND/OR B.ECTRICAL R. QEM VE EX5TNG WOOO PCQTCO STRIC N ITS @ TY. TO A/' 7 AID WTAL ACCOUATE S-DS AND ERACW AS REO D TO SIFPQt RE EXISTNG RECENE NEW WOOD KRTCO. 5TPLG'TFE ABOVE RFD DEAY,ARM^M OF WALL. n REMOVE ALL FORMER F OATglf>, FOOTI S. 9-ABS ETC FRONDS ALL PEOURED CRANK EY OECeETJ BY SAW CLRTINO, OEM1O-BION AND REMOVAL OF ERSTNG CONCRETE STWNOI$ CONCRETE N REMOVE CONOQETE El• FOOT S. ETC ANO FRONDS ALL REOLRTD SAWORTW. A RB.gVE CIAMrEYS AND AESCOAT5D FREPLACESM1EARTHS N TLER LNTRETY FROM To PAVEMEMS AND GRANITE TO AOC COATE NEW CONSTRUCTION MLOLITON AND REMOVAL OF EXI5TNG CONCRETE SLAB TO ACCO.NDCATE A NEW FC ATI TO TO. ENISTIM CHMTEY. TYPICAL OF A. CONCRETE SLAB A GRAY BASE. EXCAVATE TO A LONER ELEVATION TO Rt T N.ME93 I. REMOVE. NABER L STOOMLE EXISTNG EXTERIOR GRAMTE STARS, DEMO AS IATED ACCO OOATE A NEW CONCRETE SLAB AND GRAVEL BASE. SEE ELEVATIONS AN 2760600 5 EXSTNG ASPHALT ^,VJ E ROCFNG TO REMAN FOWATICN AS RECURED TO ACCOMMIODATE GRANTE STAR AND FOWATON SECTIONS FS NEW SLAB EEVATLML SEE STRUCTLRAL FOR CONCRETE SLAB THCINESS. REWORCNG AF GROUND COWACTICN CQAWNG Nf.EER G OA R Ci$J.K' N EXiHiYJR WALL AT JMB MD SU TO 13. REM1'JVE CdNr�.l'ITS TYP. PCCOLA.K:DATE ATE A ANEW DOOP OOCQ CT� PMEPARE C� TO � NEw DOS ANO D-1.09 MOTE• MASCWY REMOVAL WT 2' OF --------- WALLS TO M RB.OV® SEE D106 FS GB,ERAL STRUCTLRE TO ME ITg NOTE5 TO EE R£MO� BY A MASON E TNG TO RBNAN A-3d &02 A301 S 50 I/A-1.03 ' 1 2 3 PETER3.5 I I I I I I I Salem, MA {— {— C-17 New Boston venhrea,LLc BO"TCN Finegold Alexander + Associates Inc Architects and Preservation Ptsmers Structures North 1 I '_—_----- -------- I y=braj VA BLW En�neere h c. — I— BO .IHR RoE�ec�Yo��11�'eef ' CO. SPACE UTTLETO ML, I O flay�Aprcliteds NCFAeclr � � I I_ I I vl I SALEM MA Hancock Associates EV. e:E DAMVE S. MA -- - - � Cw Moore Associates tic. C - - - - - - — — TON MA O,LTD NTRT PTk ��- - L - — - sUDc - 4 on 1 — — — i— THE 'BRYANT'- D CL cow GARDEN LEVEL, L _ D.3 Q PLAT @ C� I 003 STTAA 1 A-302 PLAN A 3.02 UyT — R 14 . �t I f.� ❑ FLAT I I 0 D.9 I a J W �T J I .I —4 — I — I — — it E I ..�LIAR 2 fgzc,.JR �lm] E.1 El H± m 1� � .`qV oob Ii 1 —{may — L CCM.ER:: SPACE _ I e _ JA CJ" E.4 I - ❑ g - - - - -� - MACH Exna T �' �pp� t l @ MA Oilv. lL66' L FLAT I - g M I _ I_ _ — — E•] cEv5015 EKT 2 I ENTRY I I ?c Q �ELEV Q2�b0' I �fL V. B. ;n• DAM 1 2 2.3 3 3.5 4 4. 5.2 ( i.: DAM L SEE AL021 —SEE 2/A-1.03 ' wAVM Br (1ECKED er ' PRO.EOT Nl+KF GARDEN LEVEL PLAN « pp,,,,t; wAv ' SCALES V8'•I'-O' xartn+ P-3Di A-302 A-302 l•t Y �4� A-1.01 �1GARDEN LEVEL KEY PLAN sCALEF I'•AO' CONCRETE FGLNCATION wITA GI5 _ s.,s_sTor.E CAP I I aA2 4 4.5 s 0 A9 DOCK PETER IN E%ISieG WALL � �L . ) T 5CTE�E PAVMG T '9' pp n�'-T 13' STONE PAVNG , O EL4K: EKISTW BRICK d "� Salem, MA IB 1 ENTRT 518.E !. JJ..// 77 _ r O a 9 ri ` �� A G , IQ AB ,� _ New Boston Venkres,L-0 ^ _ SOSTW. MA m All B L ___ Ex15TING BRCK Finegold Ia A AIM == — Aga A2I CLAlexander + AF 'AM 9 a s Associates Inc A @ III Architects and ® Q 9 U 5 a LR MOVAME A2D c I n SRR " Ia Ji TOR IAA fl l"IaMefB EQ 9938 P.,. a 9 9 N FLAT 9 41E Q — — 9 "+ shrval eB North T T �. _ 'i I3 Ergr o °C 5a I �� 6-]� � � � RECESSED TRACK M CEILNG a W M SALB.t AAA I 0 q C, 9 FLAT MOVABLE WALL5 TO BE PROV BlL e(8,Inc. 2'3' 3' ]-]' wITN N LK PROVIDE FLOOR �,yp''p' q..y�,, AB b II 9 16 I L T TPRAA� RECE5`.ED TO STABILIZE _ -.-:I.:= M IN e�dL*C�L=l�Pllf�ll� I I I I O 1 LITTLETDy JAN S' IJ AK ^ Q ._p3. 6'd K B•-0�. a7 D.9 I ®®' cLR 13 as Ax ° GrayArchitects K 3b ] E 9 L3 )j > 3a 1 S-Q ' E B AM 9 6 9 ®® V8 � ) AfLSALE V 'IUFHancock Assodates a - - AIA Q i r ° x•. J ' ' Lend Srveyare _ w FPCWDE AS fiLIP STAR YA b 3'-) AS 9'd' _ RW.Mo re t7 a coRaDgR � L• '7T7G O PLANARAI.FLIOTo C.s," B GTE Ex6TO EWAL$=rir I Sr•e 2A A.'3. DOA cVVH.WALL CELL BhCX WALL OF Ca N RESrtJEVT KW.Moore A880ciatee,Inc. fi ],,55 ILEND TO EXIST. tBp0. LOBBY c� NEW DOOR M v 5 9 wALL TO WE AIN �fi n 13 L1 EOETO� � wAu 9 GT` E d' A30 9 A3E a .. fu.;r/—ex.. ,.:.• ® 134 w. aENNG M `l.. _ EXIST rG C_� bey IS DRAWING TITLE nr .,..... I f - 0' rv � SS 00 ENTRY IIS i 3 3 )'� o 3 A3A A3 z THE 'BRYANT'— ra u�A3J SIDE - C — ELEV PARTIAL GARDEN cacLEVEL PLAN STOOP24' DEEP q31 JAIL oo) MAIN BUILDING E 3'-9j' ILR ro ,� i LB I I 9 �� I 9 RE0.K;ATE CELL ® WT g A WALLS CELL OCCF III 3-B .C3 AW CELL WMO+v t9 a I. , I in A3C p 9 wan Y y Go 9 ED oca r A3N A30 _ A A� �V_ _ F A-7.1 9 P.HICLI, OVM °,Y' REVISKirs lfKO ENTRT L _ C ITO'Z Q B c TKJNS ooI 9 T A GARAV T LFT .O ZETONF PAVING —— 7 �1 1 _ - RANTI.G, SCALE A9 TRIREWYTLF. BRICKT^— SEE WALL PAWED TO ANDSCAPE VC S 1 2 2.3 3 MATCH EXIST. 4.5 5.2 6 DATE 4 /OT 6RICK WALL TO R R_CAIE E%IST. T W K P MA. BY CLECKED BT CELL WOK WALL PLE'D TO EXIST. y� w°LL _ TO PEMAN ve.Ri P JECT NM3ER V) 00 CCK,IVETE FCUNDATIEN WITH GRAVING kA+tBER QTEsrac- CAP WALK LAroscAPB trek.•�w aEAST PARTIAL GARDEN LEVEL PLAN - MAIN BUILDING SCALEI I/4'•I'-O- BEIJING. ` 3 S. •: am A-1.02 GARDEN LEVEL KEY PLAN 5CALEI 1'-40• Additions and i BRICK LINED WALL F GENERAL NOTES: Adaptive Reuse SHAPED INVE MANHOLE 1. REINFORCED STEEL CONFORMS TO LATEST ASTM SPEC. O 0.12 SQ.IN./ LINEAR FT. AND 0.12 SO.IN. \!/_TH HI T®Rl/ WAYS) BASE BOTTOM. 2. CONCRETE COMPRESSIVE STRENGTH-4000 PSI MIN. 3. MANHOLE DESIGN SPECS CONFORM A L M TO LATEST ASTM C-478 SPEC FOR BRICK SHELF "PRECAST REINFORCED CONCRETE SLOPE 1 FT. MANHOLE SECTIONS." , FAIL m ALTERNATE TOP SLAB a1 ALTERNATE TOP SLA BWSC P B *A* REINFORCED TO MEET REINFORCED TO MEET MANHOLE FRAME & COVER H-20 LOADING MORTAR ®M L H-20 LOADING V FLAN STANDARD MANHOLE FRAME & COVER PAVED AREAS NON PAVED AREAS SET FRAMEFULL MORTAR FRAME & GRATE ( LEBARON ------[BED OF MORTAR LF 248-2 ) FINIISHED 1" DIA. DROP FRON _ 2 -0 tt 2'-0"t1" ADJUST TO REQUIRED GRADE GRADE NEW PAVEMENT TYPE ALUM. M.H. STEPS ADJUST TO REQUIRED GRADE, N wo DIAMETER w/MIN. OF 2 OR MAX. OF 5 Salem, MA DIAMETER w/MIN. OF 2 OR MAX. OF 5 I wF BRICK COURSES. FRAME TO BE GROUT SAND-GRAVEL BASE 4" TOPSOIL 0 z 8" MIN. BRICK COURSES OR EQUIVALIENT °o aw SEE JOMTMDETAl, SET IN FULL BED OF MORTAR. New Boston Ventures LLC -0"tt" r o DIMENSION WITH REINFORCED r(A z NEEDED TO BRING MANHOLE EXISTING OR NEW GRADE r DIAMETER EXISTING PAVEMENT w O CONCRETE COLLARS. 4'-0"t1" DIAMETER PROVIDE "V" OPENINGS BOSTON MA RIM TO REQUIRED ELEVATION ; N . P ECAST REINFORCED i PRECAST REINFORCED CONCRETE m-III-n -uI-IiIl Il w w o M.H. CONE SECTION ASTM C-478 OUTSIDE OF PIPE Finegold o CONCRETE MANHOLE (OIL TRAP) _ CONE �, ', MASTIC GASKET o CLEAR a -1" CLEAR v MIN. 0.12 SQ. IN. STEEL PER „ �+2" CLEARANCE TWO COATS HEAVY BODIED ALL JOINTS v 4-0"t1" z Alexander + COAL TAR EMULSION EARTH BACKFILL DIAMETER VERTICAL FOOT, PLACED MIN. 0.12 SQ. IN. STEEL PER ACCORDING TO AASHTO 1L 1' CLEAR VERTICAL F00T, PLACED O-RING RUBBER GASKET NEW PIPE HEIGHT OF RISE 2" CLEAR DESIGNATION M199 O ACCORDING TO AASHTO AT JOINTS PRECAST REINFORCED SECTIONS VARY MORTAR ALL JOINTS Associates Inc 1 1 FROM 1' TO 4 . �-5" MIN. � DESIGNATION M199 CONCRETE MANHOLE / \ OUTSIDE OF PIPE Architects and BARREL w' BRICK SHELF 5" MIN, 2'-B" MAX. 5" AND INVERT +2" CLEARANCE , Preservation Planners 48" 5 j DIAMETER HEIGHT OF RISER SECTIONS MORTAR ALL JOINTS BRICK CHANNEL STE REINFORCED PLASTIC 1" CLEAR PROVIDE Y" OPENINGS SEE BASE DETAILS PIPE VARY FROM 1'- 4'. BOSTON, MA TYPE MANHOLE STEPS AT 12" w --�{�•�--1" CLEAR r I , 5" MIN. CEMENT CONCRETE CLASS "A" Structures North ELEVATION OF BRICK ON CENTER p � - +; , ABOVE INVERT TO BE ,L Y. " MIN. a PRECAST REINFORCED CONCRETE zII�XCC(CV�!!II N3 BAR 1- 3 BAR AROUND OPENINGS 0.8 DIAMETER OF PIPE 5" MIN.p w , FOR PIPES 18" DIAMETER rL 3 BAR Structural MONOLITHIC MANHOLE BASE w A , ,o AND OVER, 1" COVER a Engineers & SLAB +^ ,. :!; ��I►_ -1-1/2" MIN. PRECAST UNIT g a" GROUT x z PIPE OPENINGS TO BE PRECAST - 1-1/2" MIN. SALEM, MA B' NOTE: 3/4 TO 1" CRUSHED STONE o IN RISER SECTION � " o „ M 5" MIN. r 5 MIN. r BLW Enqtneers Inc. 6 GRAVEL OR WASHED CRUSHED STONE WILL ONLY BE REQUIRED PRECAST UNIT ILO STONE AS APPROVED IF UNSUITABLE MATERIALS ARE ENCOUNTERED Mechanics, Electrical Plumbing, BY THE ENGINEER OR IF PIPE IS BEING LAID WITHIN GROUND ` PRECAST BASE and Fire Protection Engineers UNDISTWRBED EARTH WATER TABLE. OTHERWISE, PIPE MAY BE JOINT DETAILS BASE DETAILS LITTLETON, MA PLACED ON BOTTOM OF TRENCH AND EARTH JOINT DETAILS BASE DETAILS SECTION BACKFILLED. Gray Architects PRECAST CONCRETE SEWER MANHOLE EXCAVATION & BACKFILL DETAIL PRECAST CONCRETE DRAIN MANHOLE PRECAST CONCRETE CATCH BASIN Landscape (NOT TO SCALE) FOR DRAIN PIPES (NOT TO SCALE) (NOT TO SCALE) Architects (NOT TO SCALE) SALEM, MA 1 Hancock Associates Land Surveyors DANVERS, MA H.W. Moore Associates, Inc. Civil Engineers BOSTON, MA DRAWING TITLE A VARIES SEE PLAN SITE DETAILS 1-1 IT N FINISH COURSE TYPE 1-1 (TYP.) i I 4" CEM, CONCRETE 2" BIT. CONC. BINDER COURSE TYPE 1-1 (TYP. SEE PLAN CURB / TYP. LOAM & FINISHED SEED -GRADE 5�.�,5% SLOPE VARIES i (SEE PLAN) l 6" COMPACTED II �TeTI=Iiilbi r�Y,hl III-lil-T,,,lil Ti-ITi-TI-ITI GRAVEL BORROW 12" GRAVEL BASE TYP. CEMENT CONCRETE SIDEWALK PAVEMENT SECTION NOT TO SCALE (NOT TO SCALE) a u N ©Finegold Alexander+ Associates Inc 2006 0 REVISIONS m m 0 a ffi g" O1 M m vE s° 00 FACE PGG SIDE TWO No>. 3 SCALE N I LENGTH SEE DATA CHART 7" REBAFt SON GVEtieR GENE AS NOTED S V N � G m O P � AT G D E i SN FACE SIDE ELEV. END ELEV. 6 0 6G PS GR8 8/15/2006 a NOTES: GP� P S� GONGFi/ / DRAWN BY CHECKED BY 1.) CONCRETE STRENGTH Vc 4,000 PSI DATA CHART „ PREGP� / JPG JMW ® 28 DAYS. DENSITY 150 PCF. APPROX. N X �$ 2.) CEMENT, PORTLAND TYPE I OR III LENGTH WEIGHT PROJECT NUMBER -a PER ASTM C150-81 . 3a0 365 LBS. / 27606.00 3.) ADMIXTURES, AIR & PLASTICIZERS 4 -0 487 LBS. / DRAWING NUMBER PER ASTM C233-82. 5 -0 609 LBS. / s 4.) AIR ENTRAINMENT 5%-7%. 6 -0 731 LBS. / W VERTICAL CONCRETE CURB CURB TRANSITION DETAIL "B" (NOT TO SCALE) (NOT TO SCALE) N ' m ti F 0 C:\2678\2678-DETAILS-1.dwg 8/29/2006 12:46:33 PM EST 7 S ® A015 A — - — A rw: s PETER I \ / \ / Salem, MA LF \ / \ / _ 'A New Boston Venhres,I,LC BOSTOK\ / - Fnegold Alexander + I, TO ,� = v., I o o B LOADING Associates Inc DOO 5 PPrreesserve�Iannere Struchr 'I I / \ __ e 4 9MAN North 1 BLW meere,h e. 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