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Home My WebLink AboutNOI 796 South Main StreetISSUE HISTORY ID 01 02 Name Structural Coordination Set Preliminary Permitting Review Set Date 07.14.2023 08.11.2023 Status Transmitted Transmitted PLAN NORTH RegistraƟon: Drawing Title: Project: General Notes: S I L I P O a r c h i t e c t u r e & d e s i g n Existing 2023 - Silipo Architecture and Design. - All Rights Reserved23 Myers Lane, Milton, MA (617).930.7712 Issue Dates and Revisions: 1/8" = 1'-0", 1/4" = 1'-0" Scale: Date Printed: 10/6/23 General Contractor shall make all Subcontractors and Suppliers aware of the requirements of these notes. All work shall be performed in compliance with all applicable Local, State and National Building, Life Safety and Electrical Codes. General Contractor shall be responsible for securing all permits as necessary for the completion of work shown throughout the Contract Documents. General Contractor shall lay out in the field the entire work to verify dimensional relationships before constructing any part, and shall verify all existing conditions and locations before proceeding. Failure to verify dimensions and conditions before proceeding may subject the General Contractor to the required removal of completed work at General Contractor cost, if a discrepancy which could have been discovered causes modifications to the plans. General Contractor shall coordinate the dimensional requirements between the work of the various trades. Any discrepancies found in the plans, dimensions, existing conditions or any apparent error in the classifying or specifying of a product, material or means of assembly is to be pointed out to the Architect immediately. Drawings shall not be scaled for dimensions and/or sizes. Owner and Architect assume no responsibility for use of incorrect scale. Regardless of whether or not an item is shown or specified, General Contractor shall provide said item if it is necessary for the proper installation or function of an item shown or specified. Suppliers and Subcontractors shall inform the General Contractor of their requirements for the work of other trades, which may not be indicated, prior to bidding. All dimensions to interior/exterior walls indicated are to face of stud wall or concete/c.m.u. unless noted otherwise. Copyright Note: Silipo Arch. & Design LLC., expressly reserves the Common Law Copyrights and other Property Rights in these plans. These drawings are the property of Silipo Arch. & Design LLC., and shall not to be reproduced in any manner, nor are they to be assigned to any third party without first obtaining the expressed written permission and consent of Silipo Arch. & Design LLC. EX-101 Project at 796 South Main 796 South Main Street Centerville, MA 02632DN Remove all éoor and ceiling ènishes down to joists throughout, typ. Studio Bedroom Bedroom. Bedroom Stair Hall Hall Toilet Rm. Roof Deck Bathroom DNUP Remove all éoor and ceiling ènishes down to joists throughout, typ. Dining Rm.Stair Hall Covered Porch Gazebo Bedroom Office Family Rm.Living Rm. 008 Bath Hall Kitchen UPUP ElectricalPanelWater HeaterMechanical Basement Storage Room Storage Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' +20'-9 1/4" Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' +20'-9 1/4" Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' +20'-9 1/4" Demolish rear stair. Structural engineer to examine existing foundation and determine if suitable for proposed structure, typ.Demolish all windows and doors. Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' +20'-9 1/4" Demolish all roofs, typ.Demolish front porch. Demolish chimneysDemolish gazebo X-X DEMOLITION SYMBOLS: DOOR TO BE SALVAGED AND CATEGORIZED WALL TO BE DEMOLISHED Room D100 ROOM TAG (DEMOLITION) FLOORING TO BE REMOVED AREA OF DEMOLITION DEMOLITION NOTES: INTEROR 1. Remove all existing walls, doors, and partitions shown dashed, including all mechanical, electrical,, and plumbing items there in. 2. Provide temporary support and shoring a required near areas of demolition. 3. Where indicated, contractor responsible for the removal and disposal of all appliances, and plumbing fixtures, accessories and associated hardware. 4. Contractor responsible for the demolition of all ceilings, furring strips, and fasteners down to exposed structure where indicated. 5. GC. is responsible for patching and finishing any remaining wall affected by the demolition to match existing exactly. 6. GC. shall be responsible for protecting all existing surface and items to remain, typical throughout. 7. GC responsible to seal off any areas not affected by renovation so that no dust enters un-afffected areas. 8. GC. responsible for locating/ coordinating all existing utilities prior to excavation and any obstruction shall be brought to the attention to the owner and architect prior to completing work. EXTERIOR 1. Where indicated remove all roofing back to sheathing 2. Where indicated remove all exterior siding and house wrap bock to sub-strate 3. Where indicated, remove windows, doors, and associated trim. Patch wall and finger joint siding into any openings that are being filled. Scale:1/8" = 1'-0"3 2. 2nd Floor, Existing Scale:1/8" = 1'-0"2 1. 1st Floor, Existing Scale:1/8" = 1'-0"1 -1. Lower Level, Existing Scale:1/8" = 1'-0"6 East Elevation, Existing Scale:1/8" = 1'-0"7 West Elevation, Existing Scale:1/8" = 1'-0"5 North Elevation, Existing Scale:1/8" = 1'-0"4 South Elevation, Existing ISSUE HISTORY ID 01 02 Name Structural Coordination Set Preliminary Permitting Review Set Date 07.14.2023 08.11.2023 Status Transmitted Transmitted RegistraƟon: Drawing Title: Project: Project at 796 South Main 796 South Main Street Centerville, MA 02632 EX-102 General Notes: S I L I P O a r c h i t e c t u r e & d e s i g n Existing Photos/ Professional Evaluation Documents 2020 - Silipo Architecture and Design. - All Rights Reserved23 Myers Lane, Milton, MA (617).930.7712 Issue Dates and Revisions: As NotedScale: Date Printed: 10/6/23 General Contractor shall make all Subcontractors and Suppliers aware of the requirements of these notes. All work shall be performed in compliance with all applicable Local, State and National Building, Life Safety and Electrical Codes. General Contractor shall be responsible for securing all permits as necessary for the completion of work shown throughout the Contract Documents. General Contractor shall lay out in the field the entire work to verify dimensional relationships before constructing any part, and shall verify all existing conditions and locations before proceeding. Failure to verify dimensions and conditions before proceeding may subject the General Contractor to the required removal of completed work at General Contractor cost, if a discrepancy which could have been discovered causes modifications to the plans. General Contractor shall coordinate the dimensional requirements between the work of the various trades. Any discrepancies found in the plans, dimensions, existing conditions or any apparent error in the classifying or specifying of a product, material or means of assembly is to be pointed out to the Architect immediately. Drawings shall not be scaled for dimensions and/or sizes. Owner and Architect assume no responsibility for use of incorrect scale. Regardless of whether or not an item is shown or specified, General Contractor shall provide said item if it is necessary for the proper installation or function of an item shown or specified. Suppliers and Subcontractors shall inform the General Contractor of their requirements for the work of other trades, which may not be indicated, prior to bidding. All dimensions to interior/exterior walls indicated are to face of stud wall or concete/c.m.u. unless noted otherwise. Copyright Note: Silipo Arch. & Design LLC., expressly reserves the Common Law Copyrights and other Property Rights in these plans. These drawings are the property of Silipo Arch. & Design LLC., and shall not to be reproduced in any manner, nor are they to be assigned to any third party without first obtaining the expressed written permission and consent of Silipo Arch. & Design LLC. 12447 1010 Account #105950 Bldg #1 Sec # 1 of Card # of UTILITIESTOPO LOCATION 801 CURRENT ASSESSMENT Total 1010 1010 524,400 372,800 1 2 4 Public Water Gas 6 1 Septic Paved SUPPLEMENTAL DATA PREVIOUS ASSESSMENTS (HISTORY) This signature acknowledges a visit by a Data Collector or AssessorOTHER ASSESSMENTS APPRAISED VALUE SUMMARY EXEMPTIONS 410,300 56,400 57,700 372,800NOTES 47953 45154 B16540 08-09-2000 03-31-2000 08-01-1973 BUILDING PERMIT RECORD LAND LINE VALUATION SECTION Level CURRENT OWNER 796 SOUTH MAIN STREET Property Location Map ID Vision ID Bldg Name State Use Print Date STRT / ROAD VC Total VISIT / CHANGE HISTORY 897,200 897,200 1 1 1 Alt Prcl ID Split Zonin BID Parcel ResExpt Q #DL 1 #DL 2 GIS ID Description Code Assessed 524,400 372,800 Assessed CodeYear AssessedCodeYear Total Assessed VYearCodeAssessed TotalTotal 2022 2021 1010 1010 1010 1010 1010 1010 1010 449,600 316,400 343,200 287,700 56,500 897,200 766,000 687,400 0 Permit Id Issue Date Year Code Description Amount 0.00 Code Description Number Amount Comm Int Appraised Bldg. Value (Card) Appraised Xf (B) Value (Bldg) Appraised Ob (B) Value (Bldg) Appraised Land Value (Bldg) 897,200Total Appraised Parcel Value Special Land Value 00 1F 1F 1F 1A 372,800 VISION 1 Use Code Type WD RE OB Wood Deck Remodel Out Building Description 4,000 16,000 0 Amount Insp Date 01-27-2001 01-27-2001 01-15-1974 100 100 100 % Comp 01-01-2001 01-01-2001 Date Comp Comments CE SHED Single Fam M-0 RD- Zone Total Card Land Units 0.72 Total Land Value B 1010 Parcel Total Land AreaAC TR SR WD JR TP KLP JR IdDate 01-13-2022 10-27-2020 05-28-2020 05-05-2015 05-14-2012 03-24-2009 02-17-2009 185/ 006/ / / 8884-N Plan Ref. Land Ct# #SR Life Estate PP STATU Assoc Pid# LOT 14 F_968786_2694547 RESIDNTL RES LAND In Office Review Cycl Insp Comp Field Review Cycl Insp Comp In Office Review In Office Review Abatement Review Purpost/Result 16 03 FR 03 16 16 15 Is CdType 03 02 03 03 03 03 CENVIL ASSESSING NEIGHBORHOOD Nbhd 0110 Nbhd Name B Tracing Batch Total Appraised Parcel Value 897,200 Valuation Method C 524,400 372,800 2023 796 SOUTH MAIN STREET CENTERVILLE MA 02632 CAROLYN S KOONCE TRUST OF 11/ 31,363 12/15/2022 2:04:46 P Description Land Value 372,800 Adj Unit P 517,794.9 Location Adjustmen 1.0000 NotesNbhd. Adj 2.400 Nbhd. 0110 Cond. 1.00 Site Index 5 Size Adj 1.34577 Unit Price 160,313.00 Land Units AC0.720 LA 3 FY2023 BARNSTABLE, MA RECORD OF OWNERSHIP NOMINEE TRUST SERVICES LLC TR CAROLYN S KOONCE TRUST OF 11/16/1 KOONCE, CAROLYN S TR KOONCE, CAROLYN S TR KOONCE, CAROLYN S TR SALE PRIC 1,200,000 0 1 1 1 V/I I I I I I Q/U Q U U U U SALE DATE 07-27-2022 10-24-2021 11-22-2016 12-02-2011 12-07-2005 BK-VOL/PAGE 0 0 0 0 0 C230634 1,446,978 C211386 C195792 C178738 1.0000 AC Disc 670 Main Street Reading, MA 01867 781 779 1330 October 5, 2023 Andrew Silipo Silipo Architecture and Design 23 Myers Lane Milton, MA 02186 RE: 796 South Main Centerville, MA Structural Evaluation Dear Andrew, At your request, Webb Structural Services Inc. (WSS) evaluated the existing building at 796 South Main Street. WSS visited the site on March 9, 2023. WSS evaluated the existing structure to: • Understand the existing structural system, • Determine the condition of the existing framing, • Evaluate the appropriateness of the existing framing to support reuse and reinforcement requirements, and • To evaluate whether the existing structure can remain and be reinforced efficiently and safely, or if it would be structurally practical to demolish the structure and replace the entire building frame. The existing two-story building is constructed of a wood frame supported on a foundation comprised of red brick masonry. WSS found the building’s framing to be structurally deficient to today’s standards and in disrepair. Notable aspects of the building’s structure are as follows: • The original red brick foundation appears to be in suitable condition with minor deficiencies. The footing condition is unknown. • The first-floor framing appears to be in acceptable condition for reuse with necessary reinforcement. • The second floor and roof framing are undersized, with long spans between supports. • It appears that ill-conceived alterations and additions have modified the original framing over the years. For example, I believe large, shed dormers altered the original roof framing, and an addition was added to the rear. • The shed dormers resulted in a roof framing configuration that is geometrically unstable, without proper ceiling ties or a structural ridge. 670 Main Street Reading, MA 01867 781 779 1330 • The workmanship of the rear addition appears poorly executed. It is questionable whether the foundation for the addition has proper frost protection. • The original second floor interior beams are undersized within the current framing, resulting in significant sagging of the floor systems. It is WSS’s opinion that the foundation and first-floor framing appear to be suitable for re-use. We believe it is practical for the individual components of the framing to be reinforced as necessary. We do note that the limited information regarding the construction of the original foundation renders its future behavior unpredictable. The generally good appearance of the brick foundation is not indicative of good performance given the altered building above. Brick foundations of this type are not common. We also believe the second floor and roof structural system are not appropriate to support the present code-prescribed loading required for current use. It is WSS’s experience that the areas of undersized framing members would require major reinforcement, if not complete replacement of the larger sections of framing. The most practical approach to address the structural issues of this building is to demolish the areas in question and rebuild. I hope this addresses your questions relating to the building at 796 South Main. Please contact me with any further questions. Kind Regards, Dan Webb, P.E. 670 Main Street Reading, MA 01867 (o) 781-779-1330 ext. 101 (m) 617-512-2739 From:William Stoltz stoltzbuilding@yahoo.com Subject:Fw: Chimney(s) inspection 796 S. Main Centerville Date:October 3, 2023 at 7:33 PM To :Andy Silipo ajs@silipoarchitecture.com Sent from Yahoo Mail on Android ----- Forwarded Message ----- From: "Conrad Languth" <conrad.capecod@gmail.com> To: "stoltzbuilding@yahoo.com" <stoltzbuilding@yahoo.com> Sent: Tue, Oct 3, 2023 at 12:02 PM Subject: Chimney(s) inspection 796 S. Main Centerville Center chimney with fireplace: Fireplace: The fireplace back wall (firewall) is badly eroded from the heat with up to half the brick missing. The brick are common red brick and soft ones at that, not firebrick. There is no clearance from the wood framing on the sides of the fireplace, This is a code violation. Throat/ Smoke Chamber: The front wall of the smoke chamber is only one brick thick or 4 inches, and is directly in contact with the framing. This is a huge fire hazard! Current codes call for a minimum of 8 inches of masonry and at least 2 inches of clearance from the wood framing. Second floor: The chimney is in direct contact with the wood framing on all 4 sides. The current building code calls for at least 2 inches of clearance. The attic: More clearance is needed to the framing. The south side of the chimney is corbelled and is structurally holding up the ridge board. This is another code violation. The roof: The chimney cap is highly weathered. The flue liners are cracked. The lead flashing is a mess. The Base: Has framing clearance issues and is corbelled again to hold up the wood framing. Conclusion: This chimney fails decisively and there is no way to bring it up to current building codes. Kitchen/ furnace chimney: The chimney has no clearance to the wood framing on the exterior wall. On the roof the chimney is in bad shape with the structural integrity in doubt. With the dimensions of 16/16 inches square and the height off the roofline at 10 feet, one good push and it would fall over. I give this chimney a failing grade as well. Conrad Languth DBA Languth masonry est.1981 101 Red Top Rd. Brewster, MA. 02631 23065 _ 796 S. Main Evaluation Letter 23-10-05 23065 _ 796 S. Main Evaluation Letter 23-10-05231002-Chimneys inspection 796 S Main Centerville West Side Elevation South West Street Elevation South Street Elevation South East Street Elevation North Rear ElevationEast Side Elevation Google Street View Building Permit Record ISSUE HISTORY ID 01 02 Name Structural Coordination Set Preliminary Permitting Review Set Date 07.14.2023 08.11.2023 Status Transmitted Transmitted RegistraƟon: Drawing Title: Project: Project at 796 South Main 796 South Main Street Centerville, MA 02632 EX-103 General Notes: S I L I P O a r c h i t e c t u r e & d e s i g n Existing Home Diagrams 2020 - Silipo Architecture and Design. - All Rights Reserved23 Myers Lane, Milton, MA (617).930.7712 Issue Dates and Revisions: As NotedScale: Date Printed: 10/6/23 General Contractor shall make all Subcontractors and Suppliers aware of the requirements of these notes. All work shall be performed in compliance with all applicable Local, State and National Building, Life Safety and Electrical Codes. General Contractor shall be responsible for securing all permits as necessary for the completion of work shown throughout the Contract Documents. General Contractor shall lay out in the field the entire work to verify dimensional relationships before constructing any part, and shall verify all existing conditions and locations before proceeding. Failure to verify dimensions and conditions before proceeding may subject the General Contractor to the required removal of completed work at General Contractor cost, if a discrepancy which could have been discovered causes modifications to the plans. General Contractor shall coordinate the dimensional requirements between the work of the various trades. Any discrepancies found in the plans, dimensions, existing conditions or any apparent error in the classifying or specifying of a product, material or means of assembly is to be pointed out to the Architect immediately. Drawings shall not be scaled for dimensions and/or sizes. Owner and Architect assume no responsibility for use of incorrect scale. Regardless of whether or not an item is shown or specified, General Contractor shall provide said item if it is necessary for the proper installation or function of an item shown or specified. Suppliers and Subcontractors shall inform the General Contractor of their requirements for the work of other trades, which may not be indicated, prior to bidding. All dimensions to interior/exterior walls indicated are to face of stud wall or concete/c.m.u. unless noted otherwise. Copyright Note: Silipo Arch. & Design LLC., expressly reserves the Common Law Copyrights and other Property Rights in these plans. These drawings are the property of Silipo Arch. & Design LLC., and shall not to be reproduced in any manner, nor are they to be assigned to any third party without first obtaining the expressed written permission and consent of Silipo Arch. & Design LLC. West Side Elevation South Street ElevationEast Side Elevation South Street Elevation Additions Made after 1900Additions Made after 1900 ISSUE HISTORY ID 01 02 Name Structural Coordination Set Preliminary Permitting Review Set Date 07.14.2023 08.11.2023 Status Transmitted Transmitted RegistraƟon: Drawing Title: Project: General Notes: S I L I P O a r c h i t e c t u r e & d e s i g n Floor Plans 2020 - Silipo Architecture and Design. - All Rights Reserved23 Myers Lane, Milton, MA (617).930.7712 Issue Dates and Revisions: 1/4" = 1'-0"Scale: Date Printed: 10/6/23 General Contractor shall make all Subcontractors and Suppliers aware of the requirements of these notes. All work shall be performed in compliance with all applicable Local, State and National Building, Life Safety and Electrical Codes. General Contractor shall be responsible for securing all permits as necessary for the completion of work shown throughout the Contract Documents. General Contractor shall lay out in the field the entire work to verify dimensional relationships before constructing any part, and shall verify all existing conditions and locations before proceeding. Failure to verify dimensions and conditions before proceeding may subject the General Contractor to the required removal of completed work at General Contractor cost, if a discrepancy which could have been discovered causes modifications to the plans. General Contractor shall coordinate the dimensional requirements between the work of the various trades. Any discrepancies found in the plans, dimensions, existing conditions or any apparent error in the classifying or specifying of a product, material or means of assembly is to be pointed out to the Architect immediately. Drawings shall not be scaled for dimensions and/or sizes. Owner and Architect assume no responsibility for use of incorrect scale. Regardless of whether or not an item is shown or specified, General Contractor shall provide said item if it is necessary for the proper installation or function of an item shown or specified. Suppliers and Subcontractors shall inform the General Contractor of their requirements for the work of other trades, which may not be indicated, prior to bidding. All dimensions to interior/exterior walls indicated are to face of stud wall or concete/c.m.u. unless noted otherwise. Copyright Note: Silipo Arch. & Design LLC., expressly reserves the Common Law Copyrights and other Property Rights in these plans. These drawings are the property of Silipo Arch. & Design LLC., and shall not to be reproduced in any manner, nor are they to be assigned to any third party without first obtaining the expressed written permission and consent of Silipo Arch. & Design LLC. A-101 Project at 796 South Main 796 South Main Street Centerville, MA 02632 GENERAL CONSTRUCTION NOTES General Construction 1. Typical wall and ceiling assemblies: A. Unless otherwise notes, all new and/or patch interior wall construction shall be 2"x4" wood studs 16" o.c. with 1/2" Gypsum board and 1/8" skim coat plaster finish on both sides of studs. Typ. Refer to finish schedule for trim & wall finishes B. All new plumbing wall construction shall be 2"x 6" wood studs 16" oc. filled with R-19 Batt insulation under 1/2" moisture resistant backer board. Refer to finish schedule for trim and finish material. C. G.C. is responsible for providing continuous mineral wool insulation in power room and bed room walls, ceiling and floors, to insure acoustical insulation. 2. G.C. is responsible for providing wood blocking as required for all items including but not limited to; closet poles, built-ins, cabinet shelving, bathroom accessories, and decorative lighting. 3. Interior painting shall include all prep work. one coat primer, and two coats finish. Walls and ceilings shall be latex. U.N.O. 4. At all stone/tile work G.C. shall full coordinate all joint and seam location with Architect prior to construction. All tile to be provided and installed by G.C. per owner's selections. 5. All bath and power room accessories shall be selected by owner, furnished and installed by G.C.. All mirrors and medicine cabinets shown shall be carried in base bid (U.N.O). G.C. to provide blocking as required. 6. All closets and coat closets, dashed line indicates shelf and rod U.N.O. 7. All interior threshold conditions to be flush. Split material to align with center of door slab U.N.O. 8. Landscaping part of a separate contract. Refer to Landscape Architect's drawings. 9. Refer to all drawing, schedules, allowances, details, and all notes for scope of work. Any allowances provided are for materials only U.N.O. All labor shall be carried in base bid typical. 10. G.C. shall protect any mechanical, electrical, and plumbing work in place. Plumbing 1. Provide, install, and warranty plumbing fixture. Refer to plumbing fixture schedule for all models. Typ. 2. Confirm locations of all plumbing stack vents with Architect. Stack vent to be wrapped in copper at exterior. 3. Provide copper water supply piping. 4, Test water pressure to support fixture schedule. Provide booster as necessary to reach required level by code. 5. Provide proposal for potential sump pump location if required. 6. Provide auto shut off and sensor with washer install typ. Mechanical 1. G.C. to coordinate and install new mechanical system as specified by owner. 2. G.C. to coordinate and review all required venting for mechanical system with Architect before starting construction. Thermal Criteria IECC 2012 Energy Code Climate Sone 5 Minimum R-Value of wood framed walls: R-20 Minimum R-Value of ceilings: R-49 Minimum U-Value of fenestrations: U-32 Crawl Space R-Value: R-19 PLAN LEGEND Room Name 101 Existing Door New Wood Framed Wall New Window Room Tag V.I.F.Verify in Field U.N.O.Unless Noted Otherwise Center Line A.F.F.Above Finisher Floor G.C.General Contractor Exterior Elevation Tag Window Tag; Refer to Window Schedule Door Tag; Refer to Door Schedule Existing Wall to Remain Wall Type Section Tag 3'-0" R.D.Roof Drain Detail # Sheet # 3'-0"Dimension to Face of Finish Linear Drain - Refer to plumbing schedule 1 A401 SIM 101 New Foundation Wall 1i New Masonary Wall Dimension to Face of Stud N.I.C Not in Contract A101 1 Ref 4 2 3 Ref RefRef Interior Elevation Tag Sheet # Detail # Detail # Sheet # 1 A301 SIM New Door Wall to be Demolished CL Enlarger Plan/ Detail Key Detail # Sheet # New Spray Foamed Wall New Batt Wall R.O. WidthR.O. HeightR.O. Sill Height X-X.X X Cedar Roof Shingle 20 oz. Standing Seam Copper 20 oz. Flat Seam Copper ## UP UP7'-4"5'-10 3/4"25'-11" V.I.F.9'-6 1/4"19'-9 3/4"23'-5 1/2"32'-5"15'-5 1/4"40'-2 1/2"14'-11"15'-7 1/4"12'-8 1/4"21'-11"8'-2 1/4"4'-10 1/4"13'-6"2'-1 1/4" Outline of Existing Structure Unexcavated Unexcavated Unexcavated Unexcavated 2 A-303 2 A-303 #DrgID #LayID #DrgID #LayID 1 A-303 1 A-303 2 Opt 1 2 Opt 1 1 A-301 1 A-301 1 A-302 1 A-302 2 A-302 2 A-302 Scale:1/4" = 1'-0" 1 Lower Level ISSUE HISTORY ID 01 02 Name Structural Coordination Set Preliminary Permitting Review Set Date 07.14.2023 08.11.2023 Status Transmitted Transmitted RegistraƟon: Drawing Title: Project: General Notes: S I L I P O a r c h i t e c t u r e & d e s i g n Floor Plans 2020 - Silipo Architecture and Design. - All Rights Reserved23 Myers Lane, Milton, MA (617).930.7712 Issue Dates and Revisions: 1/4" = 1'-0"Scale: Date Printed: 10/6/23 General Contractor shall make all Subcontractors and Suppliers aware of the requirements of these notes. All work shall be performed in compliance with all applicable Local, State and National Building, Life Safety and Electrical Codes. General Contractor shall be responsible for securing all permits as necessary for the completion of work shown throughout the Contract Documents. General Contractor shall lay out in the field the entire work to verify dimensional relationships before constructing any part, and shall verify all existing conditions and locations before proceeding. Failure to verify dimensions and conditions before proceeding may subject the General Contractor to the required removal of completed work at General Contractor cost, if a discrepancy which could have been discovered causes modifications to the plans. General Contractor shall coordinate the dimensional requirements between the work of the various trades. Any discrepancies found in the plans, dimensions, existing conditions or any apparent error in the classifying or specifying of a product, material or means of assembly is to be pointed out to the Architect immediately. Drawings shall not be scaled for dimensions and/or sizes. Owner and Architect assume no responsibility for use of incorrect scale. Regardless of whether or not an item is shown or specified, General Contractor shall provide said item if it is necessary for the proper installation or function of an item shown or specified. Suppliers and Subcontractors shall inform the General Contractor of their requirements for the work of other trades, which may not be indicated, prior to bidding. All dimensions to interior/exterior walls indicated are to face of stud wall or concete/c.m.u. unless noted otherwise. Copyright Note: Silipo Arch. & Design LLC., expressly reserves the Common Law Copyrights and other Property Rights in these plans. These drawings are the property of Silipo Arch. & Design LLC., and shall not to be reproduced in any manner, nor are they to be assigned to any third party without first obtaining the expressed written permission and consent of Silipo Arch. & Design LLC. A-102 Project at 796 South Main 796 South Main Street Centerville, MA 02632 GENERAL CONSTRUCTION NOTES General Construction 1. Typical wall and ceiling assemblies: A. Unless otherwise notes, all new and/or patch interior wall construction shall be 2"x4" wood studs 16" o.c. with 1/2" Gypsum board and 1/8" skim coat plaster finish on both sides of studs. Typ. Refer to finish schedule for trim & wall finishes B. All new plumbing wall construction shall be 2"x 6" wood studs 16" oc. filled with R-19 Batt insulation under 1/2" moisture resistant backer board. Refer to finish schedule for trim and finish material. C. G.C. is responsible for providing continuous mineral wool insulation in power room and bed room walls, ceiling and floors, to insure acoustical insulation. 2. G.C. is responsible for providing wood blocking as required for all items including but not limited to; closet poles, built-ins, cabinet shelving, bathroom accessories, and decorative lighting. 3. Interior painting shall include all prep work. one coat primer, and two coats finish. Walls and ceilings shall be latex. U.N.O. 4. At all stone/tile work G.C. shall full coordinate all joint and seam location with Architect prior to construction. All tile to be provided and installed by G.C. per owner's selections. 5. All bath and power room accessories shall be selected by owner, furnished and installed by G.C.. All mirrors and medicine cabinets shown shall be carried in base bid (U.N.O). G.C. to provide blocking as required. 6. All closets and coat closets, dashed line indicates shelf and rod U.N.O. 7. All interior threshold conditions to be flush. Split material to align with center of door slab U.N.O. 8. Landscaping part of a separate contract. Refer to Landscape Architect's drawings. 9. Refer to all drawing, schedules, allowances, details, and all notes for scope of work. Any allowances provided are for materials only U.N.O. All labor shall be carried in base bid typical. 10. G.C. shall protect any mechanical, electrical, and plumbing work in place. Plumbing 1. Provide, install, and warranty plumbing fixture. Refer to plumbing fixture schedule for all models. Typ. 2. Confirm locations of all plumbing stack vents with Architect. Stack vent to be wrapped in copper at exterior. 3. Provide copper water supply piping. 4, Test water pressure to support fixture schedule. Provide booster as necessary to reach required level by code. 5. Provide proposal for potential sump pump location if required. 6. Provide auto shut off and sensor with washer install typ. Mechanical 1. G.C. to coordinate and install new mechanical system as specified by owner. 2. G.C. to coordinate and review all required venting for mechanical system with Architect before starting construction. Thermal Criteria IECC 2012 Energy Code Climate Sone 5 Minimum R-Value of wood framed walls: R-20 Minimum R-Value of ceilings: R-49 Minimum U-Value of fenestrations: U-32 Crawl Space R-Value: R-19 PLAN LEGEND Room Name 101 Existing Door New Wood Framed Wall New Window Room Tag V.I.F.Verify in Field U.N.O.Unless Noted Otherwise Center Line A.F.F.Above Finisher Floor G.C.General Contractor Exterior Elevation Tag Window Tag; Refer to Window Schedule Door Tag; Refer to Door Schedule Existing Wall to Remain Wall Type Section Tag 3'-0" R.D.Roof Drain Detail # Sheet # 3'-0"Dimension to Face of Finish Linear Drain - Refer to plumbing schedule 1 A401 SIM 101 New Foundation Wall 1i New Masonary Wall Dimension to Face of Stud N.I.C Not in Contract A101 1 Ref 4 2 3 Ref RefRef Interior Elevation Tag Sheet # Detail # Detail # Sheet # 1 A301 SIM New Door Wall to be Demolished CL Enlarger Plan/ Detail Key Detail # Sheet # New Spray Foamed Wall New Batt Wall R.O. WidthR.O. HeightR.O. Sill Height X-X.X X Cedar Roof Shingle 20 oz. Standing Seam Copper 20 oz. Flat Seam Copper ## 713 sq ft DNDNUP12'-3 3/4"21'-10 1/4"13'-6"1'-5 1/4"13'-6"11'-10 1/2"1'-5"17'-4"1'-5"10'-2 3/4" 1'-5"10'-8"1'-5"1'-5"10'-8"1'-5"4'-3 1/4"1'-5"2'-10 1/4"6'-4 1/4"5'-10 3/4"13'-8"9'-3 3/4"55'-3 3/4"13'-7 3/4" 0" (100') A.F.F. -5" (99'-7") A.F.F. -11" (99'-1") A.F.F. 0" (100') A.F.F. -6" (99'-6") A.F.F. 1 A-202 1 A-201 2 A-202 2 A-201 1 2 3 A-6014 A-601 1 2 3 4 A-604 5 6 7 8 A-603 1 2 3 4 A-602 5 6 7 8 A-602 1 2 3 4 A-603 2 A-303 2 A-303 #DrgID #LayID #DrgID #LayID Outline of Existing Structure Bedroom A 103 Bath 104 Hall 106 Service Rm. 107 Kitchen 101 Great Room 102Pwd. Rm. 108 Covered Proch 109 Outdoor Kitchen 110 Bedroom B 105 Garage Existing Footprint A: 2,551 sq ft 1 A-303 1 A-303 2 Opt 1 2 Opt 1 1 A-301 1 A-301 1 A-302 1 A-302 1 A-304 1 A-304 2 A-302 2 A-302 Propoed Heated Space A: 77 sq ft Propoed Heated Space A: 76 sq ft Proposed Deck Addition A: 204 sq ft Scale:1/4" = 1'-0" 1 1st Floor ISSUE HISTORY ID 01 02 Name Structural Coordination Set Preliminary Permitting Review Set Date 07.14.2023 08.11.2023 Status Transmitted Transmitted RegistraƟon: Drawing Title: Project: Project at 796 South Main 796 South Main Street Centerville, MA 02632 A-203 General Notes: S I L I P O a r c h i t e c t u r e & d e s i g n Exterior Elevations- Exisiting/Proposed 2020 - Silipo Architecture and Design. - All Rights Reserved23 Myers Lane, Milton, MA (617).930.7712 Issue Dates and Revisions: As NotedScale: Date Printed: 10/6/23 General Contractor shall make all Subcontractors and Suppliers aware of the requirements of these notes. All work shall be performed in compliance with all applicable Local, State and National Building, Life Safety and Electrical Codes. General Contractor shall be responsible for securing all permits as necessary for the completion of work shown throughout the Contract Documents. General Contractor shall lay out in the field the entire work to verify dimensional relationships before constructing any part, and shall verify all existing conditions and locations before proceeding. Failure to verify dimensions and conditions before proceeding may subject the General Contractor to the required removal of completed work at General Contractor cost, if a discrepancy which could have been discovered causes modifications to the plans. General Contractor shall coordinate the dimensional requirements between the work of the various trades. Any discrepancies found in the plans, dimensions, existing conditions or any apparent error in the classifying or specifying of a product, material or means of assembly is to be pointed out to the Architect immediately. Drawings shall not be scaled for dimensions and/or sizes. Owner and Architect assume no responsibility for use of incorrect scale. Regardless of whether or not an item is shown or specified, General Contractor shall provide said item if it is necessary for the proper installation or function of an item shown or specified. Suppliers and Subcontractors shall inform the General Contractor of their requirements for the work of other trades, which may not be indicated, prior to bidding. All dimensions to interior/exterior walls indicated are to face of stud wall or concete/c.m.u. unless noted otherwise. Copyright Note: Silipo Arch. & Design LLC., expressly reserves the Common Law Copyrights and other Property Rights in these plans. These drawings are the property of Silipo Arch. & Design LLC., and shall not to be reproduced in any manner, nor are they to be assigned to any third party without first obtaining the expressed written permission and consent of Silipo Arch. & Design LLC. 1st Floor ±0" 2nd Floor +10' +20'-9 1/4" Demolish all roofs, typ.Demolish front porch. Demolish chimneysDemolish gazebo Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' Average Grade -4'-5" (+95'-7") Tower Observation Deck +19' (+119') House Ridge +23'-1/2" Highest Roof, Average Height +28'-4 3/4"8'-8 3/4"10'9'4'-1/2"5'-4 1/4"4'-3 3/4"32'-9 3/4"1'-1/2"1'-1/2"Outline of Existing Structure Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10'23'-1 1/4"Outline of Existing Structure 8'-8 3/4"10'13'-1 1/4"House Ridge +23'-1 1/4" Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' +20'-9 1/4" Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' +20'-9 1/4" Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' +20'-9 1/4" Demolish rear stair. Structural engineer to examine existing foundation and determine if suitable for proposed structure, typ.Demolish all windows and doors. Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' House Ridge +23'-1 1/4" Outline of Existing Structure 8'-8 3/4"10'13'-1 1/4"Lower Level -8'-8 3/4" 1st Floor ±0" 2nd Floor +10' Average Grade -4'-5" (+95'-7") House Ridge +23'-1 1/4" Highest Roof, Average Height +28'-4 3/4"8'-8 3/4"10'13'-1 1/4"5'-3 1/2"4'-3 3/4"32'-9 3/4"+20'-9 1/4" Outline of Existing Structure Scale:1/8" = 1'-0"1a South Elevation, Existing Scale:1/8" = 1'-0"1 South Elevation, Proposed Scale:1/8" = 1'-0"2 East Elevation , Proposed Scale:1/8" = 1'-0"2a East Elevation, Existing Scale:1/8" = 1'-0"4a West Elevation, Existing Scale:1/8" = 1'-0"3a North Elevation, Existing Scale:1/8" = 1'-0"3 North Elevation, Proposed Scale:1/8" = 1'-0"4 West Elevation, Proposed ISSUE HISTORY ID 01 02 Name Structural Coordination Set Preliminary Permitting Review Set Date 07.14.2023 08.11.2023 Status Transmitted Transmitted RegistraƟon: Drawing Title: Project: Project at 796 South Main 796 South Main Street Centerville, MA 02632 A-204 General Notes: S I L I P O a r c h i t e c t u r e & d e s i g n Design Precedents and Proposed Material Palette 2020 - Silipo Architecture and Design. - All Rights Reserved23 Myers Lane, Milton, MA (617).930.7712 Issue Dates and Revisions: As NotedScale: Date Printed: 10/6/23 General Contractor shall make all Subcontractors and Suppliers aware of the requirements of these notes. All work shall be performed in compliance with all applicable Local, State and National Building, Life Safety and Electrical Codes. General Contractor shall be responsible for securing all permits as necessary for the completion of work shown throughout the Contract Documents. General Contractor shall lay out in the field the entire work to verify dimensional relationships before constructing any part, and shall verify all existing conditions and locations before proceeding. Failure to verify dimensions and conditions before proceeding may subject the General Contractor to the required removal of completed work at General Contractor cost, if a discrepancy which could have been discovered causes modifications to the plans. General Contractor shall coordinate the dimensional requirements between the work of the various trades. Any discrepancies found in the plans, dimensions, existing conditions or any apparent error in the classifying or specifying of a product, material or means of assembly is to be pointed out to the Architect immediately. Drawings shall not be scaled for dimensions and/or sizes. Owner and Architect assume no responsibility for use of incorrect scale. Regardless of whether or not an item is shown or specified, General Contractor shall provide said item if it is necessary for the proper installation or function of an item shown or specified. Suppliers and Subcontractors shall inform the General Contractor of their requirements for the work of other trades, which may not be indicated, prior to bidding. All dimensions to interior/exterior walls indicated are to face of stud wall or concete/c.m.u. unless noted otherwise. Copyright Note: Silipo Arch. & Design LLC., expressly reserves the Common Law Copyrights and other Property Rights in these plans. These drawings are the property of Silipo Arch. & Design LLC., and shall not to be reproduced in any manner, nor are they to be assigned to any third party without first obtaining the expressed written permission and consent of Silipo Arch. & Design LLC. Clear White Cedar Shingle Red Cedar Shingle Roofing Flat Seam Copper Roofing Painted Composite Columns, Trim and Rafter Tails Random Fieldstone Proposed South Street Elevation Design Precedents Sippican Tennis Club, Marion, MA. Built circa 1913 716 South Main St., Centerville, MA. Built circa 1920 Tower at 819 South Main St, Centerville, MA. Built circa 1920 Example of Colonial Covered porch with curving roof. Built circa 1912 ISSUE HISTORY ID 01 02 Name Structural Coordination Set Preliminary Permitting Review Set Date 07.14.2023 08.11.2023 Status Transmitted Transmitted RegistraƟon: Drawing Title: Project: Project at 796 South Main 796 South Main Street Centerville, MA 02632 A-205 General Notes: S I L I P O a r c h i t e c t u r e & d e s i g n Rendered View 2020 - Silipo Architecture and Design. - All Rights Reserved23 Myers Lane, Milton, MA (617).930.7712 Issue Dates and Revisions: As NotedScale: Date Printed: 10/6/23 General Contractor shall make all Subcontractors and Suppliers aware of the requirements of these notes. All work shall be performed in compliance with all applicable Local, State and National Building, Life Safety and Electrical Codes. General Contractor shall be responsible for securing all permits as necessary for the completion of work shown throughout the Contract Documents. General Contractor shall lay out in the field the entire work to verify dimensional relationships before constructing any part, and shall verify all existing conditions and locations before proceeding. Failure to verify dimensions and conditions before proceeding may subject the General Contractor to the required removal of completed work at General Contractor cost, if a discrepancy which could have been discovered causes modifications to the plans. General Contractor shall coordinate the dimensional requirements between the work of the various trades. Any discrepancies found in the plans, dimensions, existing conditions or any apparent error in the classifying or specifying of a product, material or means of assembly is to be pointed out to the Architect immediately. Drawings shall not be scaled for dimensions and/or sizes. Owner and Architect assume no responsibility for use of incorrect scale. Regardless of whether or not an item is shown or specified, General Contractor shall provide said item if it is necessary for the proper installation or function of an item shown or specified. Suppliers and Subcontractors shall inform the General Contractor of their requirements for the work of other trades, which may not be indicated, prior to bidding. All dimensions to interior/exterior walls indicated are to face of stud wall or concete/c.m.u. unless noted otherwise. Copyright Note: Silipo Arch. & Design LLC., expressly reserves the Common Law Copyrights and other Property Rights in these plans. These drawings are the property of Silipo Arch. & Design LLC., and shall not to be reproduced in any manner, nor are they to be assigned to any third party without first obtaining the expressed written permission and consent of Silipo Arch. & Design LLC. Existing 77 NEWBURY STREET 4TH FLOOR 185006 NOMINEE TRUST SERVICES LLC TR CASA SULLA SPIAGGIA TRUST BOSTON, MA 02116 Property ID: OSTERVILLE, MA 02655 185007 MONTEFORTE, JAMES & LIVIA 16 THIS WAY Property ID: 780 SOUTH MAIN STREET CENTERVILLE, MA 02632 185008 DESMOND, MARGARET J TR MARGARET J DESMOND REVOCABLE LIVING Property ID: PO BOX 537 OSTERVILLE, MA 02655 185009 SCANLON, JAYNE M TR 772 SOUTH MAIN ST REALTY TRUST Property ID: CENTERVILLE, MA 02632 185010 MURDOCH, WILLIAM A JR & SCANLON, JAYNE 760 SOUTH MAIN ST Property ID: WINTER PARK, FL 32789 185012001 SANDCASTLE FAMILY HOLDINGS LLC 1332 STEWART STREET Property ID: 1350 DIVISION STREET SUITE 305 WEST WARWICK, RI 02893 185013 773 SOUTH MAIN STREET LLC C/O GILLIGAN & BIANCO LLC Property ID: 38 ESSEX STREET ANDOVER, MA 01810 185014 CARLSON, PATRICIA M TR C R MCMANMON C/O ANDOVER ADMIN SERVICES Property ID: 77 NEWBURY STREET, 4TH FLOOR BOSTON, MA 02116-3077 185015 NOMINEE TRUST SERVICES LLC CASA SULLA SPIAGGIA TRUST Property ID: 88 APPLEBY DRIVE BEDFORD, NY 10506 185016 PATALINO, MARGARET C & PATRICK M TRS MARGARET C PATALINO REV TRUST Property ID: DERRY, NH 03038 185018 RUST, FREDERICK W III & LOUISE D 41 SOUTH MAIN STREET Property ID: 832 SO MAIN STREET CENTERVILLE, MA 02632 185056 WALLACE, BRIAN B TR BUMPS RIVER REALTY TRUST Property ID: 832 SOUTH MAIN ST CENTERVILLE, MA 02632 185057 NASON, ROBERT H & BEVERLY A TRS NASON FAMILY TRUST Property ID: CENTERVILLE, MA 02632 185058 KITTREDGE, TODD H 818 SOUTH MAIN ST Property ID: BOSTON, MA 02132 185059 STEVENSON, CURTIS & MONICA W PO BOX 320127 Property ID: MILTON, MA 02186 185060 814 SOUTH MAIN STREET LLC 27 PIERCE STREET Property ID: 808 SOUTH MAIN STREET CENTERVILLE, MA 02632 185061 TAYLOR, HERBERT BELL TR 808 SOUTH MAIN ST REALTY TRUST Property ID: PO BOX 248 WEST HYANNISPORT, MA 02672 186036003 KUEHN, G A & BRADLEY, P E TRS KINSALE MANOR REALTY TRUST Property ID: CENTERVILLE, MA 02632 186067 LEMOS, VENI 19 BAY LANE Property ID: CENTERVILLE, MA 02632 186068 SARGENT, WILLIAM T & JULIE 33 BAY LANE Property ID: CENTERVILLE, MA 02632 186069001 CULLIVAN, JOHN F III 49 BAY LANE Property ID: WASHINGTON, DC 20011 186069002 MURDOCK, MYRON & HERZOG, JUDITH P 4226 MATHEWSON DRIVE Property ID: TAUNTON, MA 02780 186070 PLANTE, DAVID A & PELOSI, SALLY J 111 NORTH WALKER STREET Property ID: CENTERVILLE, MA 02632 186074001 MACALEESE, CATHERINE E P O BOX 348 Property ID: 94 CHESTNUT STREET UNIT 2 BOSTON, MA 02108 186074002 KROMER, CHRISTINE TR CHRISTINE KROMER REVOCABLE TRUST Property ID: SCITUATE, MA 02066 186080 WATERMAN, FREDERICK W P O BOX 61 Property ID: