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Bayview Condo Materials Combined MEMORANDUM TO: Members of the Planning Board FROM: Paul Durand, Chair, Design Review Board SUBJECT: DRB Recommendation – 16 Franklin Street DATE: November 16, 2023 CC: Tom Daniel, AICP, Director, Dept. of Planning & Community Development, Amanda Chiancola, AICP, Deputy Director, Daniel LaRoe, Planner The Design Review Board (DRB) reviewed the above-referenced project at its October 25th and November 15th meetings. Board members reviewed the amended elevation plans, materials, and landscape design for the project in accordance with the regulations of the North River Canal Corridor (NRCC) Mixed Use District and took public comment at each of the meetings. Throughout the design review process the applicant, represented by Attorney Joe Correnti and architect Mark Yanowicz, at the meetings, were professional, respectful, open to design suggestions, and amenable to altering the design to meet Board concerns. The design, especially the materiality, is now more appropriate for the neighborhood, the building’s use, and its location. Referenced Plans and Documents 1. Revised Elevation Plan Set titled ‘Bayview Station’ prepared by LYF Architects, One Elm Square, Andover, MA 01810, submitted on 11/08/23. 2. Revised Landscape Plan prepared by Griffin Engineering Group, LLC, 495 Cabot Street, 2nd Floor, Beverly, MA 01915, submitted on 11/08/23. 3. Materials Board provided to the Planning Department. DRB Review: Throughout the DRB’s review of this project, particular attention was paid to the overall visual presentation of the buildings to ensure that the combination of materials, colors, and window patterns created a cohesive project that would be an appropriate addition to North Salem and the NRCC district. The architect has made several revisions to the amended plans that were first presented to the Board: • The color palette for the buildings has been simplified through using only two colors that, while contrasting, feature similar tones and present a less stark visual contrast. • The wood grain effect metal paneling has been removed and replaced with a composite vertical board and batten siding in Blue Spruce. • The ground floor façade treatment was simplified by removing the proposed stucco and masonry block combination and replacing it with a split face insulated Angelus Block product in Greystone. • The grid-less windows were replaced with windows featuring grids in a two-over-two pattern. Additional windows were also added to the facades. • The shape of the roofs covering the ground floor was changed from flat to a sloped roof and now each entry porch features support columns. Page 2 of 2 • Additional landscaping was added around the buildings and along the riverfront. DRB Findings • Board members found that the revised plan set feature a color and material palette that while presents a similar aesthetic to the originally approved elevation plans, creates more visual interest with the vertical and horizontal installations of the composite clapboards. • Members determined that the additional windows and bringing back the originally approved grids on the windows resulted in a more traditional visual, which is compatible with the neighboring residential area. • Members also found that through an increase in differing window types and varying their patterns on the façade, the traditional aesthetic will be balanced with a more modern look, blending the two styles. • The landscaping plan includes plantings to soften the building edges and will provide needed visual relief from the built environment. The riverfront path with its extensive vegetation not only establishes new public access to the waterfront but will also aid in erosion control and provide natural habitat opportunities. DRB Recommendation: While the vote to recommend approval of this design to the Planning Board was unanimous, the Board would like to see revised elevations based on the November 15, 2023, discussions with the project owner and architect. Members believe that the updated landscape design and amended elevation plans, with the revisions as noted during the meeting and in the proposed conditions below, are consistent with the regulations and standards of the NRCC. The Board would like to offer the following recommended conditions for your consideration: 1. Windows a. Size: The small windows on the rear façade of the top floor of the townhouses shall be reconsidered and revised so that they are not uniform in size and placement. The applicant may determine how to adjust these windows, whether the height and/or width of one of each pair changes. b. Patterns: The applicant shall add more variety to the window patterns on all facades of the multi-unit residential buildings. The applicant may consider including additional bay windows and/or adjusting alignment and sizes of the windows. c. Color: The applicant may carry the Blue Spruce façade color to the bay windows. 2. Revised Elevation Plans: The applicant shall submit revised elevation plans to the Board via the Principal Planner by December 1, 2023, that illustrate the window changes as noted in these conditions. The Planner shall facilitate dissemination of the revised plans to the Board and shall share Board reactions to these with the applicant. Note that this condition is not meant to delay a final decision for the project, but to share a final set of elevation plans with the Board and to ensure a complete record for this project. PRD – Design Review Board Chair BAYVIEW STATION 16,18 & 20R Franklin Street, Salem, MA Previous Submittal SITE Current Design Previous Submittal BUILDING A Current Design 2 3 4 5 GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " ROOFS RAISED @ STRAIWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT CLAD WINDOWS & DOORS EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS COMPOSITE & BREAK METAL CORNICE DETAILS STAINLESS STEEL WIRE GUARD RAILS VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING 10" CANNEL BEVEL COMPOSITE SIDING 8" CHANNEL BEVEL COMPOSITE SIDING NO GLAZING @ GARAGE LEVEL OPENINGS FOR VENTILATION STUCCO SIDING @ BUILDING BASE ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\Re-Building A.rvt 4/29/2020 11:14:03 AM A-2.3 BUILDING A ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k l i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING A ELEVATIONS 1" = 100'-0"1 BUILDING A PROJECT KEY 1/8" = 1'-0"2 PARK SIDE ELEVATION 1/8" = 1'-0"3 WATER SIDE ELEVATION 1/8" = 1'-0"4 DREDGER ELEVATION 1/8" = 1'-0"5 FRANKLIN STREET ELEVATION TIE LINE - NOT PROPERTY LINE 8"CI CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/DH 4 12 12 10 5 2 10' WALK (STABILIZED STONE DUST) B C 9 UNITS (FLATS) D 4 UNITS (TOWNHOUSES) 12 UNITS (FLATS) 12" 12" 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12"12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 4"24" 24" 24" 24" 24" 24"24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4" 4" 4" 6" 16" 12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12"10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FRANKLIN COURT (TIDAL) WGWG WG WV WV HYD GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " 51 ' - 6 " GARAGE PLAN0' - 0" SECOND FLOOR 11' - 6" ROOF51' - 6" THIRD FLOOR21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" *P E R S A L E M B U I L D I N G H E I G H T Z O N I N G D E F I N I T I O N 48 ' - 0 " PL A N T E R 3' - 6 " 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " LOUVER VENTS @ GARAGE LEVEL. STUCCO @ BUILDING BASE(SW -IRON ORE) ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY ROOFS RAISED @ STAIRWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT STAINLESS STEEL WIRE GUARDRAIL 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) 3 1/2" PVC WINDOW CASING(COLOR MATCHED TO SIDING) COMPOSITE & BRAKE METAL PARAPET CORNICE 10" PVC CORNER BOARD(NATURAL WHITE) EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING(CEDAR) CLAD WINDOWS & DOORS SEGMENTED BLOCK PLANTERS Salem zoning definition: Building height:Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. GARAGE PLAN0' - 0" SECOND FLOOR 11' - 6" ROOF51' - 6" THIRD FLOOR21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " 51 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " 51 ' - 6 " 2 3 4 5 Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TI ME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LLAAGGRRAASSSSEE YYAANNOOWWIITTZZ && FFEEYYLL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BBAAYYVVIIEE WW SSTTAATTII OONN BBUUIILLDDII NNGG AA BLD-A BBUUII LLDDII NNGG EELLEEVVAATTII OONNSS 16, 18 & 20R Franklin Street, Salem, MA 30 JUNE 2023 3203 Bayview Station 1/8" = 1'-0"4 DREDGER ELEVATION 1/8" = 1'-0"2 PARK SIDE ELEVATION 1/8" = 1'-0"3 WATER SIDE ELEVATION 1/8" = 1'-0"5 FRANKLIN STREET ELEVATION 1" = 100'-0"1 LOCUS PLAN Previous Submittal BUILDING B Current Design TIE LINE - NOT PROPERTY LINE 8"CI ba c 24" RCP 8" PVC 24" RCP ESMH2 R=8.31 I=-2.34 s=0.05% 15" CPP 18" VC EDMH4 R=8.85 ECB2 R=7.64 I=5.14 ECB4 R=7.69 I=3.69 EDMH3 R=7.96 I(a)=2.17 I(b)=3.56 I(c)=2.06 a b abc EDMH2 abc EDMH1 ECB3 R=7.75 I=3.50 ECB1 d 18"VC CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/DH PROP. SCREENING FENCE L=163'± PROP. 6' SCREENING FENCE PROP. 6' SCREENING FENCE L=240'± 4 12 12 10 5 2 10' WALK (STABILIZED STONE DUST)A C 9 UNITS (FLATS) D 4 UNITS (TOWNHOUSES) 12 UNITS (FLATS) 12" 12" ESMH1 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12"12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 24" 24" 24" 24" 24"24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4"4" 4" 6" 16"12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12"10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FRANKLIN COURT (TIDAL) WGWG WG D S SD D D WV WV HYD 2 5 4 3 GARAGE PLAN0' - 0" SECOND FLOOR11' - 6" ROOF51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" ELEVATOR PENTHOUSE 55' - 0" GARAGE PLAN0' - 0" SECOND FLOOR11' - 6" ROOF51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" ELEVATOR PENTHOUSE 55' - 0" GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " *P E R S A L E M B U I L D I N G H E I G H T Z O N I N G D E F I N I T I O N 48 ' - 0 " PL A N T E R 3' - 6 " LOUVER VENTS @ GARAGE LEVEL. STUCCO @ BUILDING BASE(SW -IRON ORE) ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY ROOFS RAISED @ STAIRWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT STAINLESS STEEL WIRE GUARDRAIL 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) 3 1/2" PVC WINDOW CASING(COLOR MATCHED TO SIDING) COMPOSITE & BRAKE METAL PARAPET CORNICE 10" PVC CORNER BOARD(NATURAL WHITE) EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING(CEDAR) CLAD WINDOWS & DOORS SEGMENTED BLOCK PLANTERS Salem zoning definition: Building height:Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" ELEVATOR PENTHOUSE 55' - 0" Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TI ME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LLAAGGRRAASSSSEE YYAANNOOWWIITTZZ && FFEEYYLL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BBAAYYVVIIEE WW SSTTAATTII OONN BBUUII LLDDII NNGG BB BLD-B BBUUII LLDDII NNGG EELLEEVVAATTII OONNSS 16, 18 & 20R Franklin Street, Salem, MA 30 JUNE 2023 3203 Bayview Station 1" = 100'-0"1 LOCUS PLAN 1/8" = 1'-0"5 PARK SIDE ELEVATION 1/8" = 1'-0"4 WATER SIDE ELEVATION 1/8" = 1'-0"2 FRANKLIN STREET ELEVATION 1/8" = 1'-0"3 DREDGER SIDE ELEVATION GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 50 ' - 0 " 5' - 0 " ROOFS RAISED @ STRAIWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT CLAD WINDOWS & DOORS EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS COMPOSITE & BREAK METAL CORNICE DETAILS VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING 10" CANNEL BEVEL COMPOSITE SIDING 8" CHANNEL BEVEL COMPOSITE SIDING NO GLAZING @ GARAGE LEVEL OPENINGS FOR VENTILATION STUCCO SIDING @ BUILDING BASE ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 50 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 12 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 11 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " 2 5 4 3 © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\20200207 BUILDING B (FULL MODEL).rvt 4/29/2020 11:11:56 AM A-2.4 BUILDING B ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING B ELEVATIONS 1/8" = 1'-0"2 FRANKLIN STREET ELEVATION 1/8" = 1'-0"6 PARK SIDE ELEVATION 1/8" = 1'-0"4 WATER SIDE ELEVATION 1/8" = 1'-0"3 DREDGER SIDE ELEVATION 1" = 100'-0"1 PROJECT KEY BUILDING B Previous Submittal BUILDING C Current Design TIE LINE - NOT PROPERTY LINE 8"CI ba c 24" RCP 8" PVC 24" RCP ESMH2 R=8.31 I=-2.34 s=0.05% 15" CPP 18" VC EDMH4 R=8.85 ECB2 R=7.64 I=5.14 ECB4 R=7.69 I=3.69 EDMH3 R=7.96 I(a)=2.17 I(b)=3.56 I(c)=2.06 a b abc EDMH2 abc EDMH1 ECB3 R=7.75 I=3.50 ECB1 d 18"VC CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/DH PROP. SCREENING FENCE L=163'± PROP. 6' SCREENING FENCE PROP. 6' SCREENING FENCE L=240'± 4 12 12 10 5 2 10' WALK (STABILIZED STONE DUST)A B D 4 UNITS (TOWNHOUSES) 12 UNITS (FLATS) 12 UNITS (FLATS) 12" 12" ESMH1 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12"12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 4" 24" 24" 24" 24" 24" 24"24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4"4" 4" 6" 16"12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12"10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FRANKLIN COURT (TIDAL) WGWG WG D S SD D D WV WV HYD 2 5 4 3 GARAGE PLAN 0' - 0" SECOND FLOOR11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " *P E R S A L E M B U I L D I N G H E I G H T Z O N I N G D E F I N I T I O N 48 ' - 0 " PL A N T E R 3' - 6 " LOUVER VENTS @ GARAGE LEVEL. STUCCO @ BUILDING BASE(SW -IRON ORE) ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY ROOFS RAISED @ STAIRWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT STAINLESS STEEL WIRE GUARDRAIL 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) 3 1/2" PVC WINDOW CASING(COLOR MATCHED TO SIDING) COMPOSITE & BRAKE METAL PARAPET CORNICE 10" PVC CORNER BOARD(NATURAL WHITE) EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING(CEDAR) CLAD WINDOWS & DOORS SEGMENTED BLOCK PLANTERS Salem zoning definition: Building height:Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. GARAGE PLAN 0' - 0" SECOND FLOOR11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF51' - 6" THIRD FLOOR21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF51' - 6" THIRD FLOOR21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TI ME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LLAAGGRRAASSSSEE YYAANNOOWWIITTZZ && FFEEYYLL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BBAAYYVVIIEE WW SSTTAATTII OONN BBUUIILLDDII NNGG CC BLD-C BBUUII LLDDII NNGG EELLEEVVAATTII OONNSS 16, 18 & 20R Franklin Street, Salem, MA 30 JUNE 2023 3203 Bayview Station 1" = 100'-0"1 LOCUS PLAN 1/8" = 1'-0"2 WATER SIDE ELEVATION 1/8" = 1'-0"3 PARK SIDE ELEVATION 1/8" = 1'-0"4 FRANKLIN STREET ELEVATION 1/8" = 1'-0"5 DREDGER ELEVATION 23 4 5 GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " ROOFS RAISED @ STRAIWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT CLAD WINDOWS & DOORS EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS COMPOSITE & BREAK METAL CORNICE DETAILS STAINLESS STEEL WIRE GUARD RAILS VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING 10" CANNEL BEVEL COMPOSITE SIDING 8" CHANNEL BEVEL COMPOSITE SIDING NO GLAZING @ GARAGE LEVEL OPENINGS FOR VENTILATION STUCCO SIDING @ BUILDING BASE ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\Building C.rvt 4/29/2020 11:12:38 AM A-2.5 BUILDING C ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k l i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING C ELEVATIONS 1" = 100'-0"1 BUILDING C PROJECT KEY 1/8" = 1'-0"2 WATER SIDE ELEVATION 1/8" = 1'-0"3 PARK SIDE ELEVATION 1/8" = 1'-0"4 FRANKLIN STREET ELEVATION 1/8" = 1'-0"5 DREDGER ELEVATION Previous Submittal BUILDING D Current Design TIE LINE - NOT PROPERTY LINE 8"CI ba c 24" RCP 8" PVC 24" RCP ESMH2 R=8.31 I=-2.34 s=0.05% 15" CPP 18" VC EDMH4 R=8.85 ECB2 R=7.64 I=5.14 ECB4 R=7.69 I=3.69 EDMH3 R=7.96 I(a)=2.17 I(b)=3.56 I(c)=2.06 a b abc EDMH2 abc EDMH1 ECB3 R=7.75 I=3.50 ECB1 d 18"VC CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/DH PROP. SCREENING FENCE L=163'± PROP. 6' SCREENING FENCE PROP. 6' SCREENING FENCE L=240'± 12 12 12 10 5 2 10' WALK (STABILIZED STONE DUST)A B C 9 UNITS (FLATS) 12 UNITS (FLATS) 12 UNITS (FLATS) 12" 12" ESMH1 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12"12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 4" 24" 24" 24" 24" 24" 24"24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4"4" 4" 6" 16"12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12"10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FRANKLIN COURT (TIDAL) WGWG WG D S SD D D WV WV HYD 3 2 5 4 GARAGE PLAN0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" 9' - 0 " 9' - 0 " 10 ' - 0 " 10 ' - 0 " 38 ' - 0 " GARAGE PLAN0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" 38 ' - 0 " GARAGE PLAN0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" 9' - 0 " 9' - 0 " 10 ' - 0 " 10 ' - 0 " STAINLESS STEEL WIRE GUARDRAIL EVERLAST BOARD & BATTEN VERTICAL SIDING (NATURAL WHITE) 10" PVC CORNER BOARD(SEASIDE GREY) 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) CLAD WINDOWS & DOORS 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) EVERLAST BOARD & BATTEN VERTICAL SIDING (SEASIDE GREY) 2' - 1 " ± 38 ' - 0 " 3' - 3 1 / 2 " 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING(CEDAR) GARAGE PLAN0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" STAINLESS STEEL WIRE GUARDRAIL EVERLAST BOARD & BATTEN VERTICAL SIDING (NATURAL WHITE) 10" PVC CORNER BOARD(SEASIDE GREY) 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) CLAD WINDOWS & DOORS 38 ' - 0 " 41 ' - 3 1 / 2 " 29 ' - 0 " Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TI ME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LLAAGGRRAASSSSEE YYAANNOOWWIITTZZ && FFEEYYLL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BBAAYYVVIIEE WW TTOOWWNNHHOOUUSSEE BBUUII LLDDII NNGG DD BLD-D BBUUII LLDDII NNGG EELLEEVVAATTII OONNSS Franklin Street, Salem, MA 27 JUNE 2023 3203 Bayview Station 1" = 100'-0"1 LOCUS PLAN 1/8" = 1'-0"4 DREDGER SIDE ELEVATION 1/8" = 1'-0"5 WATER SIDE ELEVATION 1/8" = 1'-0"3 FRANKLIN STREET ELEVATION 1/8" = 1'-0"2 PARK SIDE ELEVATION 3 2 4 5 39 ' - 6 " 8" NICKEL GAP 8" CHANNEL BEVEL 6" NICKEL GAP EPDM RUBBER ROOF @ FLAT ROOF APPLICATION 8" NICKEL GAP COMPOSITE SIDING CLAD WINDOWS & DOORS COMPOSITE TRM PANEL SYSTEM 8" CHANNEL BEVEL COMPOSITE SIDING VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING STAINLESS STEEL CABLE GUARD RAIL SYSTEM 39 ' - 6 " EPDM RUBBER ROOF @ FLAT ROOF APPLICATION 8" NICKEL GAP COMPOSITE SIDING CLAD WINDOWS & DOORS ALL TRIM DETAILS TO BE COMPOSITE/PVC TRIM BOARDS 8" CHANNEL BEVEL COMPOSITE SIDING COMPOSITE AND ALUMINUM BREAK METAL @ FLAT ROOFS 39 ' - 6 " 39 ' - 6 " © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\Townhouse.rvt 4/29/2020 11:14:57 AM A-2.6 BUILDING D ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k l i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING D ELEVATIONS 1" = 100'-0"1 BUILDING D PROJECT KEY 1/8" = 1'-0"3 FRANKLIN STREET ELEVATION1/8" = 1'-0"2 PARK SIDE ELEVATION 1/8" = 1'-0"5 WATER SIDE ELEVATION1/8" = 1'-0"4 DREDGER SIDE ELEVATION Previous Submittal Current Design Current Design SUMMARY OF ELEVATION CHANGES Overall, simple elevation enhancements were developed for both building types along with insignificant changes. TOWNHOMES Developed a more modern, industrial style aesthetic to the elevations, inclusive of the following: · Windows without grilles. · 2-tone siding set in a vertical rhythm. · Eliminate recessed entry but maintain entry flat roof. · Simplify exterior trim. · Single low sloped upper roof draining to rear of build- ing. · Provide “stained wood” aluminum siding at up- per deck walls to integrate townhomes with interior multi-family buildings on site. MULTI-FAMILY Developed a more modern aesthetic to the elevations, inclusive of the following: · Windows without grilles. · 2-tone siding set in a vertical rhythm and “stained wood” aluminum siding to provide residential warmth and add to main entry and balcony areas. · Added raised planters on front elevations. · Adjusted location of front unit balcony to be placed above ground level utility room. · Changed windows at enclosed garage to louvers to address required ventilation. BAYVIEW STATION 16,18 & 20R Franklin Street, Salem, MA Previous Submittal SITE Current Design Previous Submittal BUILDING A Current Design 2 3 4 5 GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " ROOFS RAISED @ STRAIWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT CLAD WINDOWS & DOORS EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS COMPOSITE & BREAK METAL CORNICE DETAILS STAINLESS STEEL WIRE GUARD RAILS VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING 10" CANNEL BEVEL COMPOSITE SIDING 8" CHANNEL BEVEL COMPOSITE SIDING NO GLAZING @ GARAGE LEVEL OPENINGS FOR VENTILATION STUCCO SIDING @ BUILDING BASE ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\Re-Building A.rvt 4/29/2020 11:14:03 AM A-2.3 BUILDING A ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k l i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING A ELEVATIONS 1" = 100'-0"1 BUILDING A PROJECT KEY 1/8" = 1'-0"2 PARK SIDE ELEVATION 1/8" = 1'-0"3 WATER SIDE ELEVATION 1/8" = 1'-0"4 DREDGER ELEVATION 1/8" = 1'-0"5 FRANKLIN STREET ELEVATION Previous Submittal BUILDING B Current Design GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 50 ' - 0 " 5' - 0 " ROOFS RAISED @ STRAIWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT CLAD WINDOWS & DOORS EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS COMPOSITE & BREAK METAL CORNICE DETAILS VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING 10" CANNEL BEVEL COMPOSITE SIDING 8" CHANNEL BEVEL COMPOSITE SIDING NO GLAZING @ GARAGE LEVEL OPENINGS FOR VENTILATION STUCCO SIDING @ BUILDING BASE ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 50 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 12 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 11 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " 2 5 4 3 © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\20200207 BUILDING B (FULL MODEL).rvt 4/29/2020 11:11:56 AM A-2.4 BUILDING B ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING B ELEVATIONS 1/8" = 1'-0"2 FRANKLIN STREET ELEVATION 1/8" = 1'-0"6 PARK SIDE ELEVATION 1/8" = 1'-0"4 WATER SIDE ELEVATION 1/8" = 1'-0"3 DREDGER SIDE ELEVATION 1" = 100'-0"1 PROJECT KEY BUILDING B Previous Submittal BUILDING C Current Design 23 4 5 GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " ROOFS RAISED @ STRAIWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT CLAD WINDOWS & DOORS EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS COMPOSITE & BREAK METAL CORNICE DETAILS STAINLESS STEEL WIRE GUARD RAILS VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING 10" CANNEL BEVEL COMPOSITE SIDING 8" CHANNEL BEVEL COMPOSITE SIDING NO GLAZING @ GARAGE LEVEL OPENINGS FOR VENTILATION STUCCO SIDING @ BUILDING BASE ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\Building C.rvt 4/29/2020 11:12:38 AM A-2.5 BUILDING C ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k l i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING C ELEVATIONS 1" = 100'-0"1 BUILDING C PROJECT KEY 1/8" = 1'-0"2 WATER SIDE ELEVATION 1/8" = 1'-0"3 PARK SIDE ELEVATION 1/8" = 1'-0"4 FRANKLIN STREET ELEVATION 1/8" = 1'-0"5 DREDGER ELEVATION Previous Submittal BUILDING D Current Design 3 2 4 5 39 ' - 6 " 8" NICKEL GAP 8" CHANNEL BEVEL 6" NICKEL GAP EPDM RUBBER ROOF @ FLAT ROOF APPLICATION 8" NICKEL GAP COMPOSITE SIDING CLAD WINDOWS & DOORS COMPOSITE TRM PANEL SYSTEM 8" CHANNEL BEVEL COMPOSITE SIDING VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING STAINLESS STEEL CABLE GUARD RAIL SYSTEM 39 ' - 6 " EPDM RUBBER ROOF @ FLAT ROOF APPLICATION 8" NICKEL GAP COMPOSITE SIDING CLAD WINDOWS & DOORS ALL TRIM DETAILS TO BE COMPOSITE/PVC TRIM BOARDS 8" CHANNEL BEVEL COMPOSITE SIDING COMPOSITE AND ALUMINUM BREAK METAL @ FLAT ROOFS 39 ' - 6 " 39 ' - 6 " © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\Townhouse.rvt 4/29/2020 11:14:57 AM A-2.6 BUILDING D ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k l i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING D ELEVATIONS 1" = 100'-0"1 BUILDING D PROJECT KEY 1/8" = 1'-0"3 FRANKLIN STREET ELEVATION1/8" = 1'-0"2 PARK SIDE ELEVATION 1/8" = 1'-0"5 WATER SIDE ELEVATION1/8" = 1'-0"4 DREDGER SIDE ELEVATION Previous Submittal Current Design Current Design EXTERIOR FINISHED MATERIALS Split Faced Block at Ground Level Walls: ANGELUS Insulated CMU https://www.angelusblock.com/assets/docs/Angelus_CMU_Colors_&_Textures.pdf?search_phrase=greystone Color: (Greystone) Multi – Unit Buildings Storefront Entry: KAWNEER Aluminum Storefront (Black or Dark Bronze) https://www.kawneer.us Siding: EVERLAST Advanced Composite Siding https://www.everlastsiding.com/products 7” Lap Siding (Seaside Grey) Vertical Board & Batten Siding (Blue Spruce) Windows: PELLA Windows & Doors (or equal) https://www.pella.com White clad @ ‘Seaside Grey’ siding Black or Dark Bronze Clad @ ‘Blue Spruce’ Siding Exterior Trim - Aluminum Flashing (Roof Cornice) & Painted Components Charcoal Grey https://www.atas.com/wp-content/uploads/2018/05/ATAS-COLOR-CHART.pdf (or equal) Split Face Concrete Masonry Units Introduction .......................................................................................i Split Face Units 4-Inch Wide...................................................................................................1 6-Inch Wide...................................................................................................2 8-Inch Wide...................................................................................................3 10-Inch Wide ................................................................................................5 12-Inch Wide ................................................................................................7 Pilasters ..........................................................................................................9 Radius ...........................................................................................................10 Caps ...............................................................................................................12 Split Face - i ©2018 Angelus Block Co., Inc. The information herein is true and correct to the best of our knowledge but is subject to amendment or correction at any time, without notice. Angelus Block Co., Inc. does not assume responsibility or liability, including liability for negligence, for errors or omissions in this information or in its use in the preparations of architectural or engineering plans or specifications. Description Split Face units have a rough, uneven texture with exposed aggregate. They begin as two or more units molded together and, after a curing period, are fractured apart by a splitting machine. Blades in the machine exert pressure simultaneously on the top, bottom, and sometimes the ends of the units. By the very nature of its manufacture the split face texture varies in terms of degree of aggregate exposure and surface projections or depressions. Sizes of split units are expressed in terms of nominal dimensions and compensate for a standard 3/8 inch mortar joint. That is, an 8 x 8 x 16 is actually 7 5/8 x 7 5/8 x 15 5/8 inches, with a permissible variation in overall dimensions (width, height, length) of ± 1/8 inch. Standards All Split Face units manufactured by Angelus Block are hollow or solid loadbearing CMU in accordance with ASTM C90. Availability Standard, or stock, items include a variety of widths in three weights: Medium Weight is stocked in gray and a color in a “tan” range. Lightweight is stocked in gray only and may be limited in availability. Units shown in this section are generally available except as noted. Special order items are in addition to normal stock and are indicated as “Special Order Only”. Such units require manufacturing lead times and possible minimum quantities. Additional charges may apply depending on order quantities. High-Stress units with compressive strengths of 2,500 to 3,750 net psi are available on special order. Limited inventory may be available in some facilities; verify with your representative. Colors are available on special order from an extensive palette. Contact your representative for color references and materials, or visit Colors & Textures at www.angelusblock.com. For any special order, whether for configuration, strength, weight, or color, please contact your representative for specific information. Specifications Please see Specifications at www.angelusblock.com/specifications.cfm for guide specs containing informative user notes. Website Keep current! Visit https://www.angelusblock.com for up to date products and information. Split Face Split Face - 1 4 Wide 4 High 6 High 8 High 15 5/8 3 5/8 3 13/16 15 5/8 5 5/8 3 13/16 15 5/8 7 5/8 3 13/16 4x4x16 Solid Split 1-Side SPECIAL ORDER ONLY 4x6x16 Solid Split 1-Side SPECIAL ORDER ONLY 4x8x16 Solid Split 1-Side SPECIAL ORDER ONLY 4x4x12 Solid Split 1-Side 1-End SPECIAL ORDER ONLY 4x8x16 Standard Split 1-Side SPECIAL ORDER ONLY 4x4x16 Solid Split 1-Side w/ Cores SPECIAL ORDER ONLY Split Face - 2 6 Wide 15 5/8 3 5/8 5 5/8 15 5/8 7 5/8 5 5/8 6x4x16 Standard Split 1-Side SPECIAL ORDER ONLY 6x8x16 Standard Split 1-Side 6x8x16 Open End Standard Split 1-Side SPECIAL ORDER ONLY 6x8x16 Bond Beam Split 1-Side 6x8x14 Corner Split 1-Side 6x8x8 Half Split 1-Side 6x8x8 U-Lintel Split 1-Side SPECIAL ORDER ONLY 6x8x16 Tongue & Groove Beveled Ends Split 1-Side 4 High 8 High 6 High 6x8x16 Open End Bond Beam Split 1-Side SPECIAL ORDER ONLY 15 5/8 5 5/8 5 5/8 6x6x16 Standard Split 1-Side SPECIAL ORDER ONLY 3 1 3 1 Typical bond beam configurations 4-high units 6-high units 3 18-high units Split 1-Side 1-End Split 2-Sides Split 2-Sides 1-End Other Split Configurations Note: Open Ends and Bond Beam configurations as shown are representational; available profiles may differ. Split Face - 3 8 Wide 4 High 8x4x16 Standard Split 1-Side 8x4x16 Open End Standard Split 1-Side 8x4x16 Bond Beam Split 1-Side 8x4x16 Open End Bond Beam Split 1-Side 8x4x8 Half Split 1-Side 8x6x16 Standard Split 1-Side SPECIAL ORDER ONLY 8x6x16 Open End Standard Split 1-Side SPECIAL ORDER ONLY 8x6x16 Bond Beam Split 1-Side SPECIAL ORDER ONLY 8x6x8 Half Split 1-Side SPECIAL ORDER ONLY 6 High Note: Open Ends and Bond Beam configurations as shown are representational; available profiles may differ. 3 1/2 1 3 1/2 1 1/2 Typical bond beam and sash configurations 4-high units 6-high units 3 7/16 3/4 3/4 Sash Split 1-Side 1-End Split 2-Sides Split 2-Sides 1-End Other Split Configurations Split 1-End Only 8x6x16 Open End Bond Beam Split 1-Side SPECIAL ORDER ONLY Split Face - 4 8 Wide 8 High 15 5/8 7 5/8 7 5/8 8x8x16 Standard Split 1-Side 8x8x16 Open End Standard Split 1-Side 8x8x16 Bond Beam Split 1-Side 8x8x16 Open End Bond Beam Split 1-Side 8x8x16 Double Open End Bond Beam Split 1-Side 8x8x8 Half Split 1-Side 8x8x8 U-Lintel Split 1-Side 8x8x16 Tongue & Groove Beveled Ends Split 1-Side Note: Open Ends and Bond Beam configurations as shown are representational; available profiles may differ. 3 1/2 1 1/2 3 7/8 2 1/2 DOEBB Typical bond beam and sash configurations 8-high units 3 7/16 3/4 3/4 Sash Split 1-Side 1-End Split 2-Sides Split 2-Sides 1-End Other Split Configurations Split 1-End Only Split Face - 5 10 Wide 4 High 9 5/8 15 5/8 3 5/8 9 5/8 15 5/8 5 5/8 10x4x16 Standard Split 1-Side SPECIAL ORDER ONLY 10x4x16 Open End Standard Split 1-Side SPECIAL ORDER ONLY 10x4x16 Bond Beam Split 1-Side SPECIAL ORDER ONLY 10x4x16 Open End Bond Beam Split 1-Side SPECIAL ORDER ONLY 10x4x8 Half Split 1-Side SPECIAL ORDER ONLY 10x6x16 Standard Split 1-Side SPECIAL ORDER ONLY 10x6x16 Open End Standard Split 1-Side SPECIAL ORDER ONLY 10x6x16 Bond Beam Split 1-Side SPECIAL ORDER ONLY 10x6x8 Half Split 1-Side SPECIAL ORDER ONLY 6 High Note: Open Ends and Bond Beam configurations as shown are representational; available profiles may differ. 4 1/2 1 4 1/2 1 1/2 Typical bond beam and sash configurations 4-high units 6-high units 3 7/16 3/4 3/4Sash Split 1-Side 1-End Split 2-Sides Split 2-Sides 1-End Other Split Configurations 10x6x16 Open End Bond Beam Split 1-Side SPECIAL ORDER ONLY 10x4x8 U-Lintel Split 1-Side SPECIAL ORDER ONLY Split Face - 6 10 Wide 8 High 9 5/8 15 5/8 7 5/8 10x8x16 Standard Split 1-Side SPECIAL ORDER ONLY 10x8x16 Open End Standard Split 1-Side SPECIAL ORDER ONLY 10x8x16 Bond Beam Split 1-Side SPECIAL ORDER ONLY 10x8x16 Open End Bond Beam Split 1-Side SPECIAL ORDER ONLY 10x8x8 Half Split 1-Side SPECIAL ORDER ONLY 10x8x8 U-Lintel Split 1-Side SPECIAL ORDER ONLY Note: Open Ends and Bond Beam configurations as shown are representational; available profiles may differ. 4 1/2 1 1/2 5 7/8 2 1/2 DOEBB Typical bond beam and sash configurations 8-high units 3 7/16 3/4 3/4Sash Split 1-Side 1-End Split 2-Sides Split 2-Sides 1-End Other Split Configurations 10x8x16 Double Open End Bond Beam Split 1-Side SPECIAL ORDER ONLY Split Face - 7 12 Wide 4 High 11 5/8 15 5/8 3 5/8 11 5/8 15 5/8 5 5/8 12x4x16 Standard Split 1-Side SPECIAL ORDER ONLY 12x4x16 Open End Standard Split 1-Side SPECIAL ORDER ONLY 12x4x16 Bond Beam Split 1-Side SPECIAL ORDER ONLY 12x4x16 Split 1-Side Open End Bond Beam SPECIAL ORDER ONLY 12x4x8 Split 1-Side Half SPECIAL ORDER ONLY 12x4x8 Split 1-Side U-Lintel SPECIAL ORDER ONLY 12x6x16 Split 1-Side Standard SPECIAL ORDER ONLY 12x6x16 Split 1-Side Open End Standard SPECIAL ORDER ONLY 12x6x16 Split 1-Side Bond Beam SPECIAL ORDER ONLY 12x6x8 Split 1-Side Half SPECIAL ORDER ONLY 12x6x8 Split 1-Side U-Lintel SPECIAL ORDER ONLY 12x6x16 Split 1-Side Open End Bond Beam SPECIAL ORDER ONLY 6 High Note: Open Ends and Bond Beam configurations as shown are representational; available profiles may differ. 6 1/2 1 6 1/2 1 1/2 Typical bond beam and sash configurations 4-high units 3 7/16 3/4 3/4Sash Split 1-Side 1-End Split 2-Sides Split 2-Sides 1-End Other Split Configurations 6-high units Split Face - 8 12 Wide 8 High 15 5/8 7 5/8 11 5/8 12x8x16 Standard Split 1-Side 12x8x16 Open End Standard Split 1-Side 12x8x16 Bond Beam Split 1-Side 12x8x16 Open End Bond Beam Split 1-Side 12x8x16 Half Split 1-Side 12x8x16 U-Lintel Split 1-Side 12x8x16 Double Open End Bond Beam Split 1-Side SPECIAL ORDER ONLY 8 2 1/2 7 5/8 2 1/2 DOEBB Typical bond beam and sash configurations 8-high units 3 7/16 3/4 3/4Sash Split 1-Side 1-End Split 2-Sides Split 2-Sides 1-End Other Split Configurations Note: Open Ends and Bond Beam configurations as shown are representational; available profiles may differ. Split Face - 9 Pilasters 11 5/811 5/8 7 5/8 12x8x12 Ring Split 4-Sides 15 5/815 5/8 7 5/8 16x8x16 Ring Split 1-Side LIMITED INVENTORY 16x8x16 Ring Split 2-Sides SPECIAL ORDER ONLY 16x8x8 C-Alternate Split 1-Side SPECIAL ORDER ONLY 16x8x16 Ring Split 2-Sides 1-End SPECIAL ORDER ONLY 16x8x16 Ring Split 4-Sides Manufactured at Orange Plant only Split Face - 10 Radius All radius dimensions are to the outside face. 7 5/8 7 5/8 18 1/2 8x8x16 1-Foot Radius Split 1-Side SPECIAL ORDER ONLY 18 1/2 8x8x16 2-Foot Radius Split 1-Side SPECIAL ORDER ONLY I.D. 8 3/4 Ends of 1-Foot Radius are knock-out bond beams. 2-ft. R = 2 per 90° Alternate Course 18 1/2 8x8x16 2-Foot Radius 4-Score Split 1-Side SPECIAL ORDER ONLY 2-ft. R = 2 per 90° Alternate Course Split Face - 11 Radius All radius dimensions are to the outside face. 14 1/2 8x8x16 4-Foot Radius Split 1-Side SPECIAL ORDER ONLY 15 13/16 8x8x16 5-Foot 2-Inch Radius Split 1-Side SPECIAL ORDER ONLY 15 3/4 8x8x16 6-Foot Radius Split 1-Side SPECIAL ORDER ONLY 4-ft. R = 5 per 90° 5-ft. 2-in. R = 6 per 90° 6-ft. R = 7 per 90° Alternate Course Alternate Course Alternate Course Split Face - 12 Caps 7 5/8 15 5/8 3 5/8 9 5/8 15 5/8 3 5/8 11 5/8 15 5/8 3 5/8 8x4x16 Solid Split 1-Side SPECIAL ORDER ONLY 10x4x16 Solid Split 1-Side SPECIAL ORDER ONLY 12x4x16 Solid Split 1-Side SPECIAL ORDER ONLY 8x4x16 Solid Split 2-Sides SPECIAL ORDER ONLY 10x4x16 Solid Split 2-Sides SPECIAL ORDER ONLY 12x4x16 Solid Split 2-Sides SPECIAL ORDER ONLY BAYVIEW STATION 16,18 & 20R Franklin Street, Salem, MA Previous Submittal SITE Current Design Previous Submittal BUILDING A Current Design 2 3 4 5 GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " ROOFS RAISED @ STRAIWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT CLAD WINDOWS & DOORS EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS COMPOSITE & BREAK METAL CORNICE DETAILS STAINLESS STEEL WIRE GUARD RAILS VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING 10" CANNEL BEVEL COMPOSITE SIDING 8" CHANNEL BEVEL COMPOSITE SIDING NO GLAZING @ GARAGE LEVEL OPENINGS FOR VENTILATION STUCCO SIDING @ BUILDING BASE ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\Re-Building A.rvt 4/29/2020 11:14:03 AM A-2.3 BUILDING A ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k l i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING A ELEVATIONS 1" = 100'-0"1 BUILDING A PROJECT KEY 1/8" = 1'-0"2 PARK SIDE ELEVATION 1/8" = 1'-0"3 WATER SIDE ELEVATION 1/8" = 1'-0"4 DREDGER ELEVATION 1/8" = 1'-0"5 FRANKLIN STREET ELEVATION TIE LINE - NOT PROPERTY LINE 8"CI CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/DH 4 12 12 10 5 2 10' WALK (STABILIZED STONE DUST) B C 9 UNITS (FLATS) D 4 UNITS (TOWNHOUSES) 12 UNITS (FLATS) 12" 12" 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12"12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 4"24" 24" 24" 24" 24" 24"24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4" 4" 4" 6" 16" 12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12"10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FRANKLIN COURT (TIDAL) WGWG WG WV WV HYD GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " 51 ' - 6 " GARAGE PLAN0' - 0" SECOND FLOOR 11' - 6" ROOF51' - 6" THIRD FLOOR21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" *P E R S A L E M B U I L D I N G H E I G H T Z O N I N G D E F I N I T I O N 48 ' - 0 " PL A N T E R 3' - 6 " 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " LOUVER VENTS @ GARAGE LEVEL. STUCCO @ BUILDING BASE(SW -IRON ORE) ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY ROOFS RAISED @ STAIRWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT STAINLESS STEEL WIRE GUARDRAIL 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) 3 1/2" PVC WINDOW CASING(COLOR MATCHED TO SIDING) COMPOSITE & BRAKE METAL PARAPET CORNICE 10" PVC CORNER BOARD(NATURAL WHITE) EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING(CEDAR) CLAD WINDOWS & DOORS SEGMENTED BLOCK PLANTERS Salem zoning definition: Building height:Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. GARAGE PLAN0' - 0" SECOND FLOOR 11' - 6" ROOF51' - 6" THIRD FLOOR21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " 51 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " 51 ' - 6 " 2 3 4 5 Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TI ME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LLAAGGRRAASSSSEE YYAANNOOWWIITTZZ && FFEEYYLL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BBAAYYVVIIEE WW SSTTAATTII OONN BBUUIILLDDII NNGG AA BLD-A BBUUII LLDDII NNGG EELLEEVVAATTII OONNSS 16, 18 & 20R Franklin Street, Salem, MA 30 JUNE 2023 3203 Bayview Station 1/8" = 1'-0"4 DREDGER ELEVATION 1/8" = 1'-0"2 PARK SIDE ELEVATION 1/8" = 1'-0"3 WATER SIDE ELEVATION 1/8" = 1'-0"5 FRANKLIN STREET ELEVATION 1" = 100'-0"1 LOCUS PLAN Previous Submittal BUILDING B Current Design TIE LINE - NOT PROPERTY LINE 8"CI ba c 24" RCP 8" PVC 24" RCP ESMH2 R=8.31 I=-2.34 s=0.05% 15" CPP 18" VC EDMH4 R=8.85 ECB2 R=7.64 I=5.14 ECB4 R=7.69 I=3.69 EDMH3 R=7.96 I(a)=2.17 I(b)=3.56 I(c)=2.06 a b abc EDMH2 abc EDMH1 ECB3 R=7.75 I=3.50 ECB1 d 18"VC CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/DH PROP. SCREENING FENCE L=163'± PROP. 6' SCREENING FENCE PROP. 6' SCREENING FENCE L=240'± 4 12 12 10 5 2 10' WALK (STABILIZED STONE DUST)A C 9 UNITS (FLATS) D 4 UNITS (TOWNHOUSES) 12 UNITS (FLATS) 12" 12" ESMH1 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12"12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 24" 24" 24" 24" 24"24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4"4" 4" 6" 16"12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12"10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FRANKLIN COURT (TIDAL) WGWG WG D S SD D D WV WV HYD 2 5 4 3 GARAGE PLAN0' - 0" SECOND FLOOR11' - 6" ROOF51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" ELEVATOR PENTHOUSE 55' - 0" GARAGE PLAN0' - 0" SECOND FLOOR11' - 6" ROOF51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" ELEVATOR PENTHOUSE 55' - 0" GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " *P E R S A L E M B U I L D I N G H E I G H T Z O N I N G D E F I N I T I O N 48 ' - 0 " PL A N T E R 3' - 6 " LOUVER VENTS @ GARAGE LEVEL. STUCCO @ BUILDING BASE(SW -IRON ORE) ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY ROOFS RAISED @ STAIRWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT STAINLESS STEEL WIRE GUARDRAIL 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) 3 1/2" PVC WINDOW CASING(COLOR MATCHED TO SIDING) COMPOSITE & BRAKE METAL PARAPET CORNICE 10" PVC CORNER BOARD(NATURAL WHITE) EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING(CEDAR) CLAD WINDOWS & DOORS SEGMENTED BLOCK PLANTERS Salem zoning definition: Building height:Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" ELEVATOR PENTHOUSE 55' - 0" Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TI ME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LLAAGGRRAASSSSEE YYAANNOOWWIITTZZ && FFEEYYLL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BBAAYYVVIIEE WW SSTTAATTII OONN BBUUII LLDDII NNGG BB BLD-B BBUUII LLDDII NNGG EELLEEVVAATTII OONNSS 16, 18 & 20R Franklin Street, Salem, MA 30 JUNE 2023 3203 Bayview Station 1" = 100'-0"1 LOCUS PLAN 1/8" = 1'-0"5 PARK SIDE ELEVATION 1/8" = 1'-0"4 WATER SIDE ELEVATION 1/8" = 1'-0"2 FRANKLIN STREET ELEVATION 1/8" = 1'-0"3 DREDGER SIDE ELEVATION GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 50 ' - 0 " 5' - 0 " ROOFS RAISED @ STRAIWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT CLAD WINDOWS & DOORS EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS COMPOSITE & BREAK METAL CORNICE DETAILS VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING 10" CANNEL BEVEL COMPOSITE SIDING 8" CHANNEL BEVEL COMPOSITE SIDING NO GLAZING @ GARAGE LEVEL OPENINGS FOR VENTILATION STUCCO SIDING @ BUILDING BASE ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 50 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 12 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 11 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " 2 5 4 3 © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\20200207 BUILDING B (FULL MODEL).rvt 4/29/2020 11:11:56 AM A-2.4 BUILDING B ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING B ELEVATIONS 1/8" = 1'-0"2 FRANKLIN STREET ELEVATION 1/8" = 1'-0"6 PARK SIDE ELEVATION 1/8" = 1'-0"4 WATER SIDE ELEVATION 1/8" = 1'-0"3 DREDGER SIDE ELEVATION 1" = 100'-0"1 PROJECT KEY BUILDING B Previous Submittal BUILDING C Current Design TIE LINE - NOT PROPERTY LINE 8"CI ba c 24" RCP 8" PVC 24" RCP ESMH2 R=8.31 I=-2.34 s=0.05% 15" CPP 18" VC EDMH4 R=8.85 ECB2 R=7.64 I=5.14 ECB4 R=7.69 I=3.69 EDMH3 R=7.96 I(a)=2.17 I(b)=3.56 I(c)=2.06 a b abc EDMH2 abc EDMH1 ECB3 R=7.75 I=3.50 ECB1 d 18"VC CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/DH PROP. SCREENING FENCE L=163'± PROP. 6' SCREENING FENCE PROP. 6' SCREENING FENCE L=240'± 4 12 12 10 5 2 10' WALK (STABILIZED STONE DUST)A B D 4 UNITS (TOWNHOUSES) 12 UNITS (FLATS) 12 UNITS (FLATS) 12" 12" ESMH1 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12"12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 4" 24" 24" 24" 24" 24" 24"24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4"4" 4" 6" 16"12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12"10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FRANKLIN COURT (TIDAL) WGWG WG D S SD D D WV WV HYD 2 5 4 3 GARAGE PLAN 0' - 0" SECOND FLOOR11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " *P E R S A L E M B U I L D I N G H E I G H T Z O N I N G D E F I N I T I O N 48 ' - 0 " PL A N T E R 3' - 6 " LOUVER VENTS @ GARAGE LEVEL. STUCCO @ BUILDING BASE(SW -IRON ORE) ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY ROOFS RAISED @ STAIRWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT STAINLESS STEEL WIRE GUARDRAIL 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) 3 1/2" PVC WINDOW CASING(COLOR MATCHED TO SIDING) COMPOSITE & BRAKE METAL PARAPET CORNICE 10" PVC CORNER BOARD(NATURAL WHITE) EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING(CEDAR) CLAD WINDOWS & DOORS SEGMENTED BLOCK PLANTERS Salem zoning definition: Building height:Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. GARAGE PLAN 0' - 0" SECOND FLOOR11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR41' - 6" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF51' - 6" THIRD FLOOR21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF51' - 6" THIRD FLOOR21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TI ME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LLAAGGRRAASSSSEE YYAANNOOWWIITTZZ && FFEEYYLL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BBAAYYVVIIEE WW SSTTAATTII OONN BBUUIILLDDII NNGG CC BLD-C BBUUII LLDDII NNGG EELLEEVVAATTII OONNSS 16, 18 & 20R Franklin Street, Salem, MA 30 JUNE 2023 3203 Bayview Station 1" = 100'-0"1 LOCUS PLAN 1/8" = 1'-0"2 WATER SIDE ELEVATION 1/8" = 1'-0"3 PARK SIDE ELEVATION 1/8" = 1'-0"4 FRANKLIN STREET ELEVATION 1/8" = 1'-0"5 DREDGER ELEVATION 23 4 5 GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " ROOFS RAISED @ STRAIWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT CLAD WINDOWS & DOORS EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS COMPOSITE & BREAK METAL CORNICE DETAILS STAINLESS STEEL WIRE GUARD RAILS VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING 10" CANNEL BEVEL COMPOSITE SIDING 8" CHANNEL BEVEL COMPOSITE SIDING NO GLAZING @ GARAGE LEVEL OPENINGS FOR VENTILATION STUCCO SIDING @ BUILDING BASE ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " GARAGE PLAN0' -0" SECOND FLOOR12' -0" ROOF50' -0" THIRD FLOOR21' -0" FOURTH FLOOR30' -0" FIFTH FLOOR39' -0" 50 ' - 0 " 11 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\Building C.rvt 4/29/2020 11:12:38 AM A-2.5 BUILDING C ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k l i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING C ELEVATIONS 1" = 100'-0"1 BUILDING C PROJECT KEY 1/8" = 1'-0"2 WATER SIDE ELEVATION 1/8" = 1'-0"3 PARK SIDE ELEVATION 1/8" = 1'-0"4 FRANKLIN STREET ELEVATION 1/8" = 1'-0"5 DREDGER ELEVATION Previous Submittal BUILDING D Current Design TIE LINE - NOT PROPERTY LINE 8"CI ba c 24" RCP 8" PVC 24" RCP ESMH2 R=8.31 I=-2.34 s=0.05% 15" CPP 18" VC EDMH4 R=8.85 ECB2 R=7.64 I=5.14 ECB4 R=7.69 I=3.69 EDMH3 R=7.96 I(a)=2.17 I(b)=3.56 I(c)=2.06 a b abc EDMH2 abc EDMH1 ECB3 R=7.75 I=3.50 ECB1 d 18"VC CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/DH PROP. SCREENING FENCE L=163'± PROP. 6' SCREENING FENCE PROP. 6' SCREENING FENCE L=240'± 12 12 12 10 5 2 10' WALK (STABILIZED STONE DUST)A B C 9 UNITS (FLATS) 12 UNITS (FLATS) 12 UNITS (FLATS) 12" 12" ESMH1 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12"12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 4" 24" 24" 24" 24" 24" 24"24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4"4" 4" 6" 16"12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12"10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FRANKLIN COURT (TIDAL) WGWG WG D S SD D D WV WV HYD 3 2 5 4 GARAGE PLAN0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" 9' - 0 " 9' - 0 " 10 ' - 0 " 10 ' - 0 " 38 ' - 0 " GARAGE PLAN0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" 38 ' - 0 " GARAGE PLAN0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" 9' - 0 " 9' - 0 " 10 ' - 0 " 10 ' - 0 " STAINLESS STEEL WIRE GUARDRAIL EVERLAST BOARD & BATTEN VERTICAL SIDING (NATURAL WHITE) 10" PVC CORNER BOARD(SEASIDE GREY) 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) CLAD WINDOWS & DOORS 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) EVERLAST BOARD & BATTEN VERTICAL SIDING (SEASIDE GREY) 2' - 1 " ± 38 ' - 0 " 3' - 3 1 / 2 " 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING(CEDAR) GARAGE PLAN0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" STAINLESS STEEL WIRE GUARDRAIL EVERLAST BOARD & BATTEN VERTICAL SIDING (NATURAL WHITE) 10" PVC CORNER BOARD(SEASIDE GREY) 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) CLAD WINDOWS & DOORS 38 ' - 0 " 41 ' - 3 1 / 2 " 29 ' - 0 " Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TI ME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LLAAGGRRAASSSSEE YYAANNOOWWIITTZZ && FFEEYYLL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BBAAYYVVIIEE WW TTOOWWNNHHOOUUSSEE BBUUII LLDDII NNGG DD BLD-D BBUUII LLDDII NNGG EELLEEVVAATTII OONNSS Franklin Street, Salem, MA 27 JUNE 2023 3203 Bayview Station 1" = 100'-0"1 LOCUS PLAN 1/8" = 1'-0"4 DREDGER SIDE ELEVATION 1/8" = 1'-0"5 WATER SIDE ELEVATION 1/8" = 1'-0"3 FRANKLIN STREET ELEVATION 1/8" = 1'-0"2 PARK SIDE ELEVATION 3 2 4 5 39 ' - 6 " 8" NICKEL GAP 8" CHANNEL BEVEL 6" NICKEL GAP EPDM RUBBER ROOF @ FLAT ROOF APPLICATION 8" NICKEL GAP COMPOSITE SIDING CLAD WINDOWS & DOORS COMPOSITE TRM PANEL SYSTEM 8" CHANNEL BEVEL COMPOSITE SIDING VERTICALLY ORIENTED 6" NICKEL GAP COMPOSITE SIDING STAINLESS STEEL CABLE GUARD RAIL SYSTEM 39 ' - 6 " EPDM RUBBER ROOF @ FLAT ROOF APPLICATION 8" NICKEL GAP COMPOSITE SIDING CLAD WINDOWS & DOORS ALL TRIM DETAILS TO BE COMPOSITE/PVC TRIM BOARDS 8" CHANNEL BEVEL COMPOSITE SIDING COMPOSITE AND ALUMINUM BREAK METAL @ FLAT ROOFS 39 ' - 6 " 39 ' - 6 " © Red Barn Architecture SSccaallee:: DDeessccrriippttiioonn PPrroojjeecctt NNaammee IIssssuuee DDaattee && IIssssuuee DDeessccrriippttiioonn 84 High Street Ipswich, MA 01938 978.595.6764 RReevviissiioonnss//PPrroojjeecctt SSttaattuuss DDaattee:: DDrraawwnn bbyy:: PPlloott DDaattee:: As indicated C:\Users\tucker\Desktop\Projects\16-18 Franklin Street\Revit File\11_Revit Files\20200207\Townhouse.rvt 4/29/2020 11:14:57 AM A-2.6 BUILDING D ELEVATIONS Condominium Development No r t h R i v e r 16 , 1 8 & 2 0 R F r a n k l i n S t r e e t Sa l e m , M A 4/29/2020 TJT Co n d o m i n i u m D e v e l o p m e n t BUILDING D ELEVATIONS 1" = 100'-0"1 BUILDING D PROJECT KEY 1/8" = 1'-0"3 FRANKLIN STREET ELEVATION1/8" = 1'-0"2 PARK SIDE ELEVATION 1/8" = 1'-0"5 WATER SIDE ELEVATION1/8" = 1'-0"4 DREDGER SIDE ELEVATION Previous Submittal Current Design Current Design SUMMARY OF ELEVATION CHANGES Overall, simple elevation enhancements were developed for both building types along with insignificant changes. TOWNHOMES Developed a more modern, industrial style aesthetic to the elevations, inclusive of the following: · Windows without grilles. · 2-tone siding set in a vertical rhythm. · Eliminate recessed entry but maintain entry flat roof. · Simplify exterior trim. · Single low sloped upper roof draining to rear of build- ing. · Provide “stained wood” aluminum siding at up- per deck walls to integrate townhomes with interior multi-family buildings on site. MULTI-FAMILY Developed a more modern aesthetic to the elevations, inclusive of the following: · Windows without grilles. · 2-tone siding set in a vertical rhythm and “stained wood” aluminum siding to provide residential warmth and add to main entry and balcony areas. · Added raised planters on front elevations. · Adjusted location of front unit balcony to be placed above ground level utility room. · Changed windows at enclosed garage to louvers to address required ventilation. 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Everlast’s absorption rate is negligible, while engineered wood and fiber cement require diligent maintenance to achieve effective moisture protection. % W e i g h t G a i n e d Days Elapsed 0 2 4 6 8 Water Absorption as measured by % Weight Gained Engineered Wood 41.3% 24.1% 0.9% Fiber Cement Everlast Advanced Composite Siding Everlast® Lap Siding Flagstone 7” 4 1/2” Timeless Clapboard-Style Appeal Traditional clapboard siding has never gone out of style. Available in two reveals to accommodate regional and personal preferences, your home will reflect classic style, luxury, and comfort decade after decade. Choose Everlast Lap Siding exclusively, or with Everlast Board & Batten. EVERLAST LAP SIDING Everlast® Lap Siding Everlast® Board & Batten Siding Saddle Wood CO LORS Slate Saddle Wood Antique Ivory Willow Blue Spruce Harbor Blue Cabernet Red Chestnut Misty Taupe Spanish Moss Seaside Grey Flagstone Sand Dune Storm Grey Natural White Color Palette The Everlast Lap Siding palette* – including deep, rich hues – has been thoughtfully curated by color consultants to complement any style of home, regional preference, as well as both current and classic color trends. NOTE: Colors may not be exactly as shown due to printing limitations. Consult a product sample before final selection. * Please contact your Everlast dealer for product availability. 11/16” 7” REVEAL 8-3/8” Standard Lap Siding Everlast® Lap Siding Sand Dune TWO REVEALS AVAILABLE FOR YOUR IDEAL HOME LAP SIDING 11/16” 4-1/2” REVEAL 6” Narrow Lap Siding Everlast® Lap Siding Misty Taupe Engineered to Withstand High Winds and to Help Ensure Ease of Installation Enjoy the Tightest, Most Discreet Seams on the Market Each Everlast Lap Siding plank-to-plank seam is reinforced with a stainless steel bracket to produce the strongest, longest lasting, and best looking seams on the market. Even better, no caulking or flashing at seams is ever required. Everlast Lap Siding’s EZStack interlocking joinery prevents siding from rattling in high wind conditions, while enhancing the siding’s ability to withstand high wind forces, ensuring that your siding remains firmly affixed. EZStack joinery also assists installers by helping to ensure that your siding is perfectly level and spaced for optimal aesthetics. With fiber cement and engineered wood, thermal expansion and contraction causes siding seams to open and close throughout the year. Caulking these seams only provides a temporary fix. And unsightly joint caps are no solution. Failed caulked seams on fiber cement siding Unsightly joint caps on engineered wood siding Everlast siding seams, tightly joined with stainless steel brackets Se a s i d e G r e y Fl a g s t o n e Ch e s t n u t Sa d d l e W o o d Mi s t y T a u p e Sa n d D u n e Bl u e S p r u c e Contemporary Rustic Charm Choose Everlast Board & Batten to give your home rustic, yet highly contemporary, appearance. Use Everlast Board & Batten exclusively, or combine with Everlast Lap Siding. EVERLAST BOARD & BATTEN SIDING Everlast® Board & Batten Siding Everlast® Lap Siding Chestnut Color Palette The Everlast Board & Batten palette* features many of the same hues as Everlast Lap Siding and complements any style of home, regional preference, as well as both current and classic color trends. NOTE: Colors may not be exactly as shown due to printing limitations. Consult a product sample before final selection. * Please contact your Everlast dealer for product availability. Efficient One-Piece Design Unlike other board and batten siding products that require two pieces – both a board and a batten – Everlast Board & Batten combines these two pieces into one, to eliminate unsightly fasteners and to help ensure top quality installation. 3/4” 2” BATTEN 11” REVEAL 9” BOARD 12-1/2” Ca b e r n e t R e d Na t u r a l W h i t e St o r m G r e y EVERLASTBOARD & BATTEN SIDING 3 1/2” Outside Corner Post 1 1/2” J-Channel 3 1/2” Lineal PREMIUMCOLOR-MATCHED TRIM The Finest Trim for the Finest Siding Nothing matches the beauty and durability of Everlast Premium Color-Matched Trim. Made from the very same advanced material as Everlast siding, even your home’s trim will last a lifetime, without the hassle and cost of recurring maintenance. Perimeter 1 1/2” Trim with Trim Receiver NOTE: An optional all-white cellular PVC trim package, fully compatible with Everlast siding, is also available. See www.EverlastSiding.com for more details. Rigid PVC ACCessoRy Starter Strip (Grey only) Everlast® Lap Siding Premium Color-Matched Trim Blue Spruce Everlast® Lap Siding Premium Color-Matched Trim Natural White PREMIUMCOLOR-MATCHED TRIM Color Palette Everlast Premium Color-Matched Trim is available in all Everlast siding colors.* Explore beautiful shades to match or contrast with your Everlast siding. NOTE: Colors may not be exactly as shown due to printing limitations. Consult a product sample before final selection. * Please contact your Everlast dealer for product availability. Harbor Blue Saddle Wood Storm Grey Cabernet Red Seaside Grey Antique Ivory Sand Dune Natural White Blue Spruce Misty Taupe Spanish MossWillow Slate Flagstone Chestnut Explore these popular color strategies for both siding and trim. Complimentary Colors Two complimentary Everlast colors, Blue Spruce and Seaside Grey, combine beautifully with Everlast Color-Matched Trim in Natural White. Shade Variation Dark brown Everlast Saddle Wood is tastefully paired with lighter Chestnut, while Everlast Color- Matched Trim in Misty Taupe completes the effect. Single Accent Everlast Color-Matched Trim in Antique Ivory provides the perfect accent to Everlast siding in Cabernet Red. Monochromatic Sand Dune in both Everlast siding and Color-Matched Trim produces a modern aesthetic and allows other architectural features to be accentuated.CO L O R S T R A T E G I E S The Environmentally Responsible Choice Environmentally conscious homeowners should know that Everlast siding is manufactured with vastly lower energy consumption compared to other siding options such as fiber cement. And wood and engineered wood siding contribute to the depletion of vital forestry resources. Plus, Everlast siding permanently eliminates the need for paints, stains, caulking, and solvents which contain harmful VOCs. And, at the end of its extremely long service life, Everlast siding and trim are fully recyclable. Clearly Everlast siding is a far more sensible choice for the planet. Enjoy the Ultimate Peace of Mind and More With a siding system as superior as Everlast, it’s easy to understand why it’s backed by the industry’s best, most comprehensive residential siding warranty. With Everlast, you get peace of mind from a limited lifetime manufacturer’s warranty, courtesy of Chelsea Building Products. This comprehensive warranty also provides fade protection. Plus, should you sell your home, your Everlast warranty is transferable to the new owner, further enhancing resale value. Visit www.EverlastSiding.com for complete warranty details. Everlast® Board & Batten Siding Everlast® Lap Siding Misty Taupe Everlast®, C CORE®, and CedarTouch® are registered trademarks of Chelsea Building Products. All rights reserved. Chelsea Building Products reserves the right to alter, modify, or discontinue items from time to time without notice. All products made in the USA. © 2021 Chelsea Building Products CBPEV-7-2021-HB Building Code Compliance CCRR (Code Compliance Report) # CCRR-0201 ASTM E84 ASTM D635 (Class CC1) ASTM D-1929 DBPR (Florida Building Code) #FL22980 TDI (Texas Department of Insurance) #EC-107 Everlast® Lap Siding Everlast® Board & Batten Siding Flagstone For a free estimate, call their award-winning team at 877-21-UNITED. United Home Experts™ is your trusted New England installer of Everlast Siding. With thousands of homes installed with advanced composite siding, you can trust United with your home. www.EverlastCompositeSiding.com STO P A B C D 495 Cabot Street, 2nd Floor Beverly, MA 01915 Tel: 978-927-5111 Fax: 978-927-5103 Engineering Group, LLC Revisions DescriptionDateNo. Griffin SIGN LEGEND RESERVED PARKING VAN ACCESSIBLE NO THRU TRAFFIC TIE LINE - NOT PROPERTY LINE 8"CI CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/D H 4 12 12 10 5 2 10' WALK (STABILIZED STONE DUST) B C 9 UNITS (FLATS) D 4 UNITS (TOWNHOUSES) 12 UNITS (FLATS) 12" 12" 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XX X X X X X X X XX XXX XX X XX XX X XXX XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12" 12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 4" 24" 24" 24" 24" 24" 24" 24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4" 4" 4" 6" 16" 12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12" 10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER F R A N KLIN C O U R T (TIDAL) WGWG WG WV WV HYD GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " 51 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" *P E R S A L E M B U I L D I N G H E I G H T Z O N I N G D E F I N I T I O N 48 ' - 0 " PL A N T E R 3' - 6 " 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " LOUVER VENTS @ GARAGE LEVEL. STUCCO @ BUILDING BASE (SW -IRON ORE) ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY ROOFS RAISED @ STAIRWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT STAINLESS STEEL WIRE GUARDRAIL 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) 3 1/2" PVC WINDOW CASING (COLOR MATCHED TO SIDING) COMPOSITE & BRAKE METAL PARAPET CORNICE 10" PVC CORNER BOARD (NATURAL WHITE) EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING (CEDAR) CLAD WINDOWS & DOORS SEGMENTED BLOCK PLANTERS Salem zoning definition: Building height:Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " 51 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " 51 ' - 6 " 2 3 4 5 Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LAGRASSE YANOWITZ & FEYL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BAYVIEW STATION BUILDING A BLD-A BUILDING ELEVATIONS 16, 18 & 20R Franklin Street, Salem, MA 30 JUNE 2023 3203 Bayview Station 1/8" = 1'-0"4 DREDGER ELEVATION 1/8" = 1'-0"2 PARK SIDE ELEVATION 1/8" = 1'-0"3 WATER SIDE ELEVATION 1/8" = 1'-0"5 FRANKLIN STREET ELEVATION 1" = 100'-0"1 LOCUS PLAN TIE LINE - NOT PROPERTY LINE 8"CI ba c 24" RCP 8" PVC 24" RCP ESMH2 R= 8.31 I=-2.34 s=0.05% 15" CPP 18" VC EDMH4 R= 8.85 ECB2 R= 7.64 I=5.14 ECB4 R= 7.69 I=3.69 EDMH3 R=7.96 I(a)=2.17 I(b)=3.56 I(c)=2.06 a b ab c EDMH2 abc EDM H1 ECB3 R= 7.75 I=3.50 EC B1 d 18"VC CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/D H PR OP . SCREE NING FENCE L=163'± PROP . 6' SCREE NING FENCE PROP . 6' SCREE NING FENCE L=240'± 4 12 12 10 5 2 10' WALK (STABILIZED STONE DUST)A C 9 UNITS (FLATS) D 4 UNITS (TOWNHOUSES) 12 UNITS (FLATS) 12" 12" ESMH1 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XX X X XXX X XX X XXXX X X XXX X X XXX XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12" 12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 24" 24" 24" 24" 24" 24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4" 4" 4" 6" 16" 12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12" 10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FR A N K LIN C O U RT (TIDAL) WGWG WG D S S D D D WV WV HYD 2 5 4 3 GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" ELEVATOR PENTHOUSE 55' - 0" GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" ELEVATOR PENTHOUSE 55' - 0" GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " *P E R S A L E M B U I L D I N G H E I G H T Z O N I N G D E F I N I T I O N 48 ' - 0 " PL A N T E R 3' - 6 " LOUVER VENTS @ GARAGE LEVEL. STUCCO @ BUILDING BASE (SW -IRON ORE) ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY ROOFS RAISED @ STAIRWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT STAINLESS STEEL WIRE GUARDRAIL 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) 3 1/2" PVC WINDOW CASING (COLOR MATCHED TO SIDING) COMPOSITE & BRAKE METAL PARAPET CORNICE 10" PVC CORNER BOARD (NATURAL WHITE) EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING (CEDAR) CLAD WINDOWS & DOORS SEGMENTED BLOCK PLANTERS Salem zoning definition: Building height:Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" ELEVATOR PENTHOUSE 55' - 0" Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LAGRASSE YANOWITZ & FEYL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BAYVIEW STATION BUILDING B BLD-B BUILDING ELEVATIONS 16, 18 & 20R Franklin Street, Salem, MA 30 JUNE 2023 3203 Bayview Station 1" = 100'-0"1 LOCUS PLAN 1/8" = 1'-0"5 PARK SIDE ELEVATION 1/8" = 1'-0"4 WATER SIDE ELEVATION 1/8" = 1'-0"2 FRANKLIN STREET ELEVATION 1/8" = 1'-0"3 DREDGER SIDE ELEVATION One Elm Square, Andover, MA 01810 // 978.470.3675 BAYVIEW CONDOMINIUMS – FRANKLIN STREET, SALEM, MA – SUMMARY OF ELEVATION CHANGES TOWNHOMES Developed a more modern, industrial style aesthetic to the elevations, inclusive of the following: · Windows without grilles · 2-tone siding set in a vertical rhythm · Eliminate recessed entry, but maintain entry flat roof · Simplify exterior trim · Single low sloped upper roof draining to rear of building · Provide “stained wood” aluminum siding at upper deck walls to integrate townhomes with interior multi-family buildings on site MULTI-FAMILY Developed a more modern aesthetic to the elevations, inclusive of the following: · Windows without grilles · 2-tone siding set in a vertical rhythm and “stained wood” aluminum siding to provide residential warmth and add to main entry and balcony areas · Added raised planters on front elevations · Adjusted location of front unit balcony to be placed above ground level utility room · Changed windows at enclosed garage to louvers to address required ventilation Overall, simple elevation enhancements were developed for both building types along with insignificant changes. TIE LINE - NOT PROPERTY LINE 8"CI ba c 24" RCP 8" PVC 24" RCP ESMH2 R= 8.31 I=-2.34 s=0.05% 15" CPP 18" VC EDMH4 R= 8.85 ECB2 R= 7.64 I=5.14 ECB4 R= 7.69 I=3.69 EDMH3 R=7.96 I(a)=2.17 I(b)=3.56 I(c)=2.06 a b ab c EDMH2 abc EDM H1 ECB3 R= 7.75 I=3.50 EC B1 d 18"VC CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/D H PR OP . SCREE NING FENCE L=163'± PROP . 6' SCREE NING FENCE PROP . 6' SCREE NING FENCE L=240'± 4 12 12 10 5 2 10' WALK (STABILIZED STONE DUST)A B D 4 UNITS (TOWNHOUSES) 12 UNITS (FLATS) 12 UNITS (FLATS) 12" 12" ESMH1 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XX X X X XX XX X X XXXX X X XXX X XX XX XXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12" 12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 4" 24" 24" 24" 24" 24" 24" 24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4" 4" 4" 6" 16" 12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12" 10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FR A N K LIN C O U RT (TIDAL) WGWG WG D S S D D D WV WV HYD 2 5 4 3 GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " 5' - 0 " *P E R S A L E M B U I L D I N G H E I G H T Z O N I N G D E F I N I T I O N 48 ' - 0 " PL A N T E R 3' - 6 " LOUVER VENTS @ GARAGE LEVEL. STUCCO @ BUILDING BASE (SW -IRON ORE) ALUMINUM CURTAIN WALL SYSTEM ENTRYWAY ROOFS RAISED @ STAIRWELLS FOR ELEVATOR HOUSE AND AS SCREENING FOR HVAC EQUIPMENT STAINLESS STEEL WIRE GUARDRAIL 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) 3 1/2" PVC WINDOW CASING (COLOR MATCHED TO SIDING) COMPOSITE & BRAKE METAL PARAPET CORNICE 10" PVC CORNER BOARD (NATURAL WHITE) EPDM RUBBER ROOF @ ALL FLAT ROOF APPLICATIONS 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING (CEDAR) CLAD WINDOWS & DOORS SEGMENTED BLOCK PLANTERS Salem zoning definition: Building height:Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " GARAGE PLAN 0' - 0" SECOND FLOOR 11' - 6" ROOF 51' - 6" THIRD FLOOR 21' - 6" FOURTH FLOOR 31' - 6" FIFTH FLOOR 41' - 6" 1' - 6 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 6 " Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LAGRASSE YANOWITZ & FEYL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BAYVIEW STATION BUILDING C BLD-C BUILDING ELEVATIONS 16, 18 & 20R Franklin Street, Salem, MA 30 JUNE 2023 3203 Bayview Station 1" = 100'-0"1 LOCUS PLAN 1/8" = 1'-0"2 WATER SIDE ELEVATION 1/8" = 1'-0"3 PARK SIDE ELEVATION 1/8" = 1'-0"4 FRANKLIN STREET ELEVATION 1/8" = 1'-0"5 DREDGER ELEVATION TIE LINE - NOT PROPERTY LINE 8"CI ba c 24" RCP 8" PVC 24" RCP ESMH2 R= 8.31 I=-2.34 s=0.05% 15" CPP 18" VC EDMH4 R= 8.85 ECB2 R= 7.64 I=5.14 ECB4 R= 7.69 I=3.69 EDMH3 R=7.96 I(a)=2.17 I(b)=3.56 I(c)=2.06 a b ab c EDMH2 abc EDM H1 ECB3 R= 7.75 I=3.50 EC B1 d 18"VC CONCRETE BLOCKS X X X X X X X X X X X X X X X X X X X X X X X X BIT. CONC. SIDEWALK CONC. SIDEWALK CB/D H PR OP . SCREE NING FENCE L=163'± PROP . 6' SCREE NING FENCE PROP . 6' SCREE NING FENCE L=240'± 12 12 12 10 5 2 10' WALK (STABILIZED STONE DUST)A B C 9 UNITS (FLATS) 12 UNITS (FLATS) 12 UNITS (FLATS) 12" 12" ESMH1 100' FROM MHW 100' FROM COASTAL BANK X X X X X X X X X X XX X X X X X X XX X XXXX X X XXX X X XXX XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" 12"12" 12" 12" 12" 12" 12" 12" 12" 12" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 8" 8" 8" 6" 4" 4" 24" 24" 24" 24" 24" 24" 24" 20" 20" 20" 20" 20" 20" 14" 14" 14" 14" 8" 8" 28" 14" 14" 24" 24" 24" 20" 10" 10" 10" 10" 4" 4" 4" 4" 6" 10" 8" 4" 10" 4" 4" 4" 6" 16" 12" 20" 14" 18" 15"15"18"18" 15" 9"6" 14"14" 12"12" 10"18"18"12" 12" 1 STORY COMMERCIAL FRANKLIN STREET NORTH RIVER FR A N K LIN C O U RT (TIDAL) WGWG WG D S S D D D WV WV HYD 3 2 5 4 GARAGE PLAN 0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" 9' - 0 " 9' - 0 " 10 ' - 0 " 10 ' - 0 " 38 ' - 0 " GARAGE PLAN 0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" 38 ' - 0 " GARAGE PLAN 0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" 9' - 0 " 9' - 0 " 10 ' - 0 " 10 ' - 0 " STAINLESS STEEL WIRE GUARDRAIL EVERLAST BOARD & BATTEN VERTICAL SIDING (NATURAL WHITE) 10" PVC CORNER BOARD (SEASIDE GREY) 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) CLAD WINDOWS & DOORS 7" EVERLAST HORIZONTAL LAP SIDING (NATURAL WHITE) EVERLAST BOARD & BATTEN VERTICAL SIDING (SEASIDE GREY) 2' - 1 " ± 38 ' - 0 " 3' - 3 1 / 2 " 6" MAC METAL HARRYWOOD VERTICAL STEEL SIDING (CEDAR) GARAGE PLAN 0' - 0" SECOND FLOOR 10' - 0" ROOF - PLATE 38' - 0" THIRD FLOOR 20' - 0" FOURTH FLOOR 29' - 0" STAINLESS STEEL WIRE GUARDRAIL EVERLAST BOARD & BATTEN VERTICAL SIDING (NATURAL WHITE) 10" PVC CORNER BOARD (SEASIDE GREY) 7" EVERLAST HORIZONTAL LAP SIDING (SEASIDE GREY) CLAD WINDOWS & DOORS 38 ' - 0 " 41 ' - 3 1 / 2 " 29 ' - 0 " Date Scale Job No. Date Sheet No. Mark LYF 2023 © ALL PLANS, SPECIFICATIONS AND IDEAS ARE THE PROPERTY OF LYF. RIGHTS OF USE ARE CONDITIONAL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF LYF prepared for: REVISIONS location: Stamp: LAGRASSE YANOWITZ & FEYL Architecture + Land Planning + Construction Management One Elm Square | Andover | MA | 01810 LYFarchitects (978) 470.3675 | www.LYFarchitects.com 311 Great Road | Littleton | MA | 01460 (978) 486.4301 | www.blwengineers.com 639 Granite St | Braintree | MA | 02184 (781) 843.2863 | www.veitas.com As indicated BAYVIEW TOWNHOUSE BUILDING D BLD-D BUILDING ELEVATIONS Franklin Street, Salem, MA 27 JUNE 2023 3203 Bayview Station 1" = 100'-0"1 LOCUS PLAN 1/8" = 1'-0"4 DREDGER SIDE ELEVATION 1/8" = 1'-0"5 WATER SIDE ELEVATION 1/8" = 1'-0"3 FRANKLIN STREET ELEVATION 1/8" = 1'-0"2 PARK SIDE ELEVATION LAGRASSE YANOWITZ & FEYL ARCHITECTURE + LAND PLANNING + CONSTRUCTION MANAGEMENT One Elm Square | Andover | MA | 01810 (978)470.3675 | www.LYFarchitects.com LYFarchitectsBAYVIEW STATION BUILDING A RENDERING30 JUNE 2023 R1 LAGRASSE YANOWITZ & FEYL ARCHITECTURE + LAND PLANNING + CONSTRUCTION MANAGEMENT One Elm Square | Andover | MA | 01810 (978)470.3675 | www.LYFarchitects.com LYFarchitectsBAYVIEW TOWNHOUSE BUILDING D RENDERING27 JUNE 2023 R1 A B C D A A 495 Cabot Street, 2nd Floor Beverly, MA 01915 Tel: 978-927-5111 Fax: 978-927-5103 Engineering Group, LLC Revisions DescriptionDateNo. Griffin