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22-24 ST. PETER STREET_CofA_REAR CHAPEL ENTRY
Salem Historical Commission 98 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 (978) 619-5685 CERTIFICATE OF APPROPRIATENESS Per Requirements of Preservation Restriction It is hereby certified that the Salem Historical Commission has determined that the proposed: √ Construction Moving Reconstruction Alteration Demolition Painting Signage Other work as described below will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic District's Act (M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance. District: N/A Address of Property: 24 St. Peter Street Name of Record Owner: Roman Catholic Archdiocese of Boston Description of Approval of Work: • Replace rear chapel entry with new entry per plans by Torrey Architecture as revised on 2/20/26 with changes to entry door design (see attached images). Upon completion of work, please notify Historical Commission staff for final review and sign-off of Certificate. Dated: February 26, 2026 SALEM HISTORICAL COMMISSION By: The owner has the option not to commence the work (unless it relates to resolving an outstanding violation). All work commenced must be completed within one year from this date unless otherwise indicated. THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals) prior to commencing work. Page 1 o4 January 30, 2026 OUTLINE SPECIFICATIONS Project: Chapel Entry; St. Peters/S.Pedro Episcopal Church, 24 St. Peter Street, Salem, MA 01970 Section 010100 Summary of Work • The Work consists of a new accessible entrance vestibule at the existing Chapel Entry Porch, including interior and exterior doors, frames and hardware, new insulated wood-framed walls and ceiling with GWB and painted wood wainscotting and trim. • Exterior site work includes granite steps, concrete and bituminous paving, wrought iron handrails. Section 010150 Instructions to Bidders • Due date for cost estimate proposal is Tuesday February 10, 2026 at 12:00 PM • Hard copy and Electronic copy to: Rev. Nathan W. Ives, Rector St Peter’s Episcopal Church/La Iglesia Episcopal de San Pedro 24 St. Peter Street, Salem, MA 01970 priest@stpeters-sanpedro.org Section 010200 Contract Documents • Scope of Work is included in this Outline Specifications and Attachments Section 010300 Use of Site • The entry doors are part of the entry and egress circulation system of an active community facility. Temporary construction closure of these exits will be managed by the church staff such that at least two exits will be available at all times. • Installation work shall be scheduled sequentially and temporary egress doors provided as required to maintain public safety during the construction period. • Contractor's use of premises shall not interfere with the operations of the church and its tenants. Allow for use of parking lot, entrance and lobbies by the public and provide protection from construction activities and hazards. • Take all precautions necessary to protect the building and to maintain existing building in weather-tight condition throughout the construction period. Section 010400 Coordination • The Contractor is to coordinate the work with the Owner’s Security System subcontractor Section 010500 General Conditions • The Contractor shall submit with their bid a proposed Construction Schedule designed to allow normal church operations without disruption. Page 2 o4 • Guaranteed Maximum Price Construction contract to be signed between General Contractor and St. Peters/S.Pedro (The Owner) using AIA document A107-2007, Standard Form of Agreement between Owner and Contractor for a Project of Limited Scope. The Contract Sum shall be the Cost of the Work plus the Contractor’s Fee as a Lump Sum. • Product submittals for approval of all materials, warranties, engineering calculations and shop drawings of all shop-fabricated elements. Section 024100 Selective Demolition • Remove and properly dispose of existing materials as indicated on the plans. Section 050000 Wrought Iron Handrails • Fabricate and install wrought iron handrails at exterior steps Cap railing shall be Julius Blum 4429 used with 1” channel Termination fitting shall be Julius Blum 4429F Forged Lambs Tongue 1” x 1” solid wrought iron posts Section 060000 Rough Carpentry • The work required shall consist of labor, materials, tools, staging, scaffolding and services to accomplish: new wood framing and other miscellaneous work as indicated in the Drawings and specified herein. • Mahogany heavy timber post to replace existing as indicated on the drawings Section 062000 Finish Carpentry • Door frames: Provide wood casings to match existing. Mill interior wood and exterior PVC casings with dado to overlay door bucks for composite casing flat to finished wall surface. • Provide all finish carpentry needed for a complete and proper installation including: Fitting and installation of wood standing and running trim, wood doors, door frames. Installation of all finish hardware. Supply and Installation of miscellaneous hardware. Blind nail where possible, set surface nails. Section 064000 Wood Repair • Wood Consolidant: Ready-to-use product designed to penetrate, consolidate, and strengthen soft fibers of wood materials that have deteriorated due to weathering and decay. Use one of the following: Abatron, Inc.; LiquidWood. ConServ Epoxy LLC; Flexible Epoxy Consolidant 100. • Wood-Patching Compound: Two-part epoxy-resin wood-patching compound; knife-grade formulation as recommended by manufacturer for type of wood repair indicated, tooling time required for the detail of work, and site conditions. Compound shall be designed for filling voids in damaged wood materials that have deteriorated due to weathering and decay. Compound shall be capable of filling deep holes and spreading to feather edge. Use one of the following: Abatron, Inc.; LiquidWood with WoodEpox. Advanced Repair Technology, Inc.; Primatrate with Flex-Tec HV. • Epoxy-repaired wood must be painted. See Section 090000 Section 072100 Thermal Insulation • Exterior wall insulation at exposed wall cavities surrounding each door frame shall be equal to Medium density low-VOC closed-cell spray foam insulation, Icynene ProSeal MD-C-200 v3 or equal. Section 079200 Joint Sealants • Urethane Joint Sealant per ASTM C 920: At exterior joints between metal, stucco and stone use single component non-sag non-traffic urethane sealant, installed per manufacturer’s instructions, by Sika, Tremco or Pecora. Confirm compatibility with all products by submitting to manufacturer prior to providing submittal for review by Architect. • Silicone joint sealant: neutral-curing ASTM C 920, Type S, Grade non-sag (NS), Class 25, Non-traffic use related to exposure by Tremco Incorporated or Architect’s approved equivalent – at perimeter joints Page 3 o4 between finish materials and frames of doors and storefronts, control and expansion interior joints, joints between glass panels and other joints between different materials. • Latex joint sealant (interior) – acrylic latex or siliconized acrylic latex ASTM C 834, Type OP, Grade NF by Tremco Incorporated or Architect’s approved equivalent – at vertical joints on exposed surfaces of partitions, perimeter joints between interior wall surfaces and frames of interior doors, other perimeter joints as required. Color – as selected by Architect from manufacturer’s full range of colors. • Provide joint sealant backing ASTM C 1330, Type C (closed-cell material with a surface skin), of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. Other miscellaneous materials recommended by joint-sealant manufacturer and required for complete and proper installation of the trade. Section 081000 Doors and Frames • Wood interior and exterior doors, and fixed door panels at interior shall be: Door A: Exterior door pair 3’-0” x 7’-0” x 1 ¾” mahogany Door B: Interior door pair 3’-0” x 7’-0” x 1 ¾” pine, fir or poplar Door C: Interior fixed panel door slab 3’-0” x 7’-0” x 1 ¾” pine, fir or poplar Simpson #77508 Nantucket; glazed stile and rail with 6 clear Low-E glazed panels; no face-pin; primed for paint finish; ovolo sticking; 1 7/16” Caprice DHRP panel type; 6 ½” stile width. • Hollow Metal (steel) Frames shall be 16 ga galvanized steel hollow metal frames by Republic or equal Fabricated for installation at each new rough opening and milled to coordinate with each new wood or hollow metal door. HM frames to be overlaid with wood trim to match existing conditions. See Section 062000. Section 087100 Door Hardware • General: Provide door hardware sets as scheduled herein. • All doors are to be accessible, therefore no more than 5 lb/ft force to fully open door. • GC to coordinate with Owner’s Security System subcontractor for all electronic door hardware DOOR HARDWARE SCHEDULES Manufacturer List: ABH Architectural Builders Hardware BES BEST PRE BEST (Precision) NGP National Guard Products ROC Rockwood Mfg. TRI Trimco Hardware Set #1 – Chapel Entry (Exterior door pair) 6.0 Hinge CB168 NRP 5X45 10B BES 2.0 Exit Device 203 X 1703B 42" X 96" DOOR 613 PRE 2.0 Rim Cylinder AS REQUIRED 613 BES 2.0 Door Closer w/Hold Open EHD9016 SDST90 695 BES 2.0 Kick Plate K0050 8" X 1" LDW CSK B4E 613 TRI 1.0 Astragal – Door Edge 143P (DOOR HEIGHT) DKB NGP 1.0 Gasketing 706E (HEAD & JAMBS – PAIR) DKB NGP 2.0 Sweep C627 (DOOR WIDTH) DKB NGP 1.0 Threshold 896V-ADJ (OPENING WIDTH) DKB NGP Hardware Set #2 – Chapel entry Vestibule (interior door pair) 6.0 Hinge CB168 NRP 5X45 10B BES 2.0 Pull Plate 147 X 77C 613 ROC 2.0 Push Plate 77C 613 ROC 2.0 Door Closer w/Hold Open EHD9016 SPAT90 695 BES 2.0 Kick Plate K0050 8" X 2" LDW CSK B4E 613 TRI Page 4 o4 2.0 Dome Stop 1211 613 TRI 6.0 Silencer 1229B TRI Section 099000 Painting and Transparent Finishing • Paint all exterior and interior exposed surfaces on the Drawings and as specified herein. It is the intent of these Specifications that all exposed surfaces, new and existing (other than materials normally left unfinished), which are not painted under another Section, be painted under this Section. • Colors: to be decided by the Architect and Owner during Construction based on mock-ups of colors to match existing surfaces on interior and exterior. Exterior colors must be approved by the local Historical Commission. • Surface preparation: Perform all preparation and cleaning procedures in strict accordance with paint manufacturer's recommendations as approved by the Architect. Remove all removable items (such as hardware) which are in place and are not scheduled for paint finish, or provide surface-applied protection prior to surface preparation and painting operations. PAINT SCHEDULE: • Exterior Painted Wood and PVC: First Coat: Benjamin Moore Insl-x Peel Bond Primer BP-100 2nd & 3rd coats: Benjamin Moore Aura Exterior Semi-gloss 632 • Interior Painted Wood: 1st coat: Primer: Fresh Start All Purpose Primer 046 2nd & 3rd coats: Advance Waterborne Interior Waterborne Alkyd 793 • Plasterboard - Ceilings 1st coat: Primer: Ultra Spec Masonry High Build Primer N608 2nd & 3rd coats: Waterborne Ceiling Paint 50809 • Plasterboard – Walls 1st coat: Primer: Ultra Spec Masonry High Build Primer N608 2nd & 3rd coats: Ultra Spec 500 Low Sheen eggshell 537 Section 160000 Electrical • GC is to include in their bid the full services of a Design/Build subcontractor to provide code-compliant wiring and alarm systems, each tied in with the existing building’s systems. All materials are to be submitted for approval by the Architect and Owner prior to purchasing for installation. • GC is to coordinate with the Owner’s Security Contractor for installation of all electronic hardware systems. • F1 Light fixture at entry ceilings (interior and exterior) shall be Juno Slimform LED #JSF SWW5 5in, 2700K color temperature. END of SPECIFICATIONS Existing Chapel Entry Doors 36 HANDRAIL MOULDINGS TR A D I T I O N A L R A I L I N G S C O M P O N E N T S Julius Blum & Co. Inc. 800.526.6293 juliusblum.com TR A D I T I O N A L R A I L I N G C O M P O N E N T S Scale: 6" = 1'-0", except as noted STAINLESS Type 304 (18-8), 20' lengths, except as noted STEEL C1010, 20' lengths 1 5/16" 1 1/16" 1 15/16" 1 5/16" 1 9/16" 2 1/4" 2" 1 5/16" 1 9/16" 2 1/8" Loafer Rail 1 1/16" 1 3/4" 3/4" 1/2" 2 3/4" 3/4" 7/16 " 2 1/4" 4429XVHGZLWKFKDQQHO 4429 3ULPH'RPHVWLF6WHHO OEIW Fittings: B-C-CC-CL-CR-E-F-GL-GR-JL-JR-L-N-S- SL-SR-T-U-UC-UL-V Wall Flange 3/16 " 3 1/8" 2 7/8" Hole for 3/8" bolt 2" .062" 1/2" Steel mouldings are hot-rolled carbon steel, C1010. Fittings are cast in malleable iron, making them weldable and bendable. 2 1/4" .062" 7/16 " 2 3/4" .062" 7/16 " Symbols and Letter Designations for Steel Handrail Fittings When specifying a fitting, add fitting designation to handrail moulding number (e.g. 4441-V). See page 111 for available channel sizes. MALLEABLE IRON B %HYHO/DPEšV7RQJXH C &RUQHU%HQG CC &KDQQHO&RUQHU%HQG CL /HIW&KDQQHO/DWHUDO6FUROO CR 5LJKW&KDQQHO/DWHUDO6FUROO E 7HUPLQDO F )RUJHG/DPEšV7RQJXH GL /HIW/DWHUDO6FUROO GR 5LJKW/DWHUDO6FUROO JL /HIW-XQLRU/DWHUDO6FUROO JR 5LJKW-XQLRU/DWHUDO6FUROO L &RUQHU3LHFH N 6TXDUH(QG3LHFH S 6WUDLJKW/DPEšV7RQJXH SL /HIW-XQLRU/DWHUDO&KDQQHO SR 5LJKW-XQLRU/DWHUDO&KDQQHO T &HQWHU3LHFH U (QG8UQ%DVH UC &HQWHU8UQ%DVH UL &RUQHU8UQ%DVH V 9ROXWH Symbols and Letter Designations for Stainless Steel Handrail Fittings When specifying a fitting, add fitting designation to handrail moulding number (e.g. 4488-N). See page 117 for available channel sizes. STAINLESS C &RUQHU%HQG N 6TXDUH(QG3LHFH 1 1/2" 9/16" 23 /32 " 6503 6WDLQOHVV OEIW 1RnjWWLQJVDYDLODEOH OHQJWKV 6502 6WDLQOHVV OEIW 1RnjWWLQJVDYDLODEOH OHQJWKV 6501 6WDLQOHVV OEIW 1RnjWWLQJVDYDLODEOH OHQJWKV 4441 Steel 2.14 lb/ft Fittings: B-C-CC-CL-CR-E-GL-GR-N-S-T-U-UC-V 4428 Steel 2.25 lb/ft Fittings: B-C-CC-CL-CR-E-GL-GR-L-N-S-V 4435 Steel 2.65 lb/ft Fittings: V 2 1/4" 1 7/16" 6513 6WDLQOHVV OEIW Fittings: N 4488 6WDLQOHVV OEIW )LWWLQJV 1 6XLWDEOHIRUHOHYDWRUFDEKDQGUDLOV 6511 6WDLQOHVV OEIW Fittings: N 6512 6WDLQOHVV OEIW Fittings: N 4416 Steel 3.15 lb/ft 1RnjWWLQJVDYDLODEOH 4445 Steel .688 lb/ft /RDIHUUDLOnjWVRYHUSLSHRUǍDWVXUIDFHWRGLVFRXUDJH ORXQJLQJRUVNDWLQJRQIHQFHVSODQWHUVUDLOLQJV RUVWRUHIURQWV 401* Steel * Scale: 3" = 1'-0" 1-800-Simpson Email Us Contact Us |Careers |EZQ earch Resilient BEAUTY FFoorr aa lliimmiitteedd ttiimmee,, ggeett $$110000 OOFFFF aa NNaannttuucckkeett CCoolllleeccttiioonn™™ ddoooorr.. Receive a reate when purchaing a Nantucket Collection exterior door (limit 1). FFRRUUAARRYY 11 -- MMAARRCCHH 3311,, 22002244 View ligile Door Download Reate Form 7777550088 NNAANNTTUUCCKKTT DDOOOORR PPCCIIFFIICCAATTIIOONN ((AA HHOOWWNN)):: GGllaa:: Clear PPrrooffiillee:: Ovolo ticking PPaanneell TTppee:: 1-7/16" Caprice DHRP Rough opening need to e 2" wider and 2 1/2" taller than our door. 77508 | Wood Doors from Simpson | Browse Door Types & Styles - Si... https://www.simpsondoor.com/find-a-door/doors/77508?quoteID=bc22e... 1 of 4 2/6/2024, 1:30 PM One Lithonia Way • Conyers, GA 30012 • Phone 1-800-705-SERV (7378) • Visit us at www.acuitybrands.com Printed in U.S.A. © 2023 Acuity Brands Lighting, Inc. Rev. 09/20/23 1 of 7 Project: Fixture Type: Location: Contact/Phone: Juno SlimForm™ LED with Selectable CCT 5" and 7" Round Downlight for JBox Installation Light Commercial & Residential JSF SWW5 5IN_7IN Series Dimensions JSF Series Product Features Sleek, ultra-low profile energy efficient LED surface mount downlights available in 5" and 7" sizes. Optional finish trims available for custom, designer look similar to standard recessed downlights. Provides general illumination in residential and commercial applications including multi- family and hospitality. Ideal for use in corridors, living spaces, closets, hallways, pantries, stairways, outdoor covered areas and much more. With the newly added selectable CCT switch, the JSF gives the ultimate in flexibility for both the distributor as well as the end user. Applications • Suitable for wet locations (indoor covered ceilings): perfect for closets, showers, bathrooms, outdoor soffits, and covered ceiling applications. • Residential and Light Commercial applications including multi-family and hospitality • Ideal for use in corridors, foyers, living spaces, closets, hallways, pantries, stairways and much more • Installs directly into industry standard junction boxes • Suitable for use within closet storage spaces when installed per NEC requirements. Junction box sizes vary - Verify compatibility with fixture prior to installation Performance Delivered Lumens JSF 5IN = 800L JSF 7IN = 1100L Led Color Temperature Switchable White (2700K, 3000K, 3500K, 4000K, 5000K) Default set at 3000K CRI 90+ Voltage Dedicated 120V and MVOLT (120V-277V) Dimming Phase Dimming down to 10%. 0-10V and phase dimming available. Width Depth JSF 5IN 5.25 (13.34)0.75 (1.91) JSF 7IN 7.77 (19.74)0.75 (1.91) All dimensions are in Inches (centimeters unless otherwise indicated. Specifications CAN BE USED TOCOMPLY WITH 2019 JA8 HIGH EFFICACY LED LIGHT SOURCE REQUIREMENTS n7.77 [197.3 mm] 2.83 [72.0 mm] n7.68 [195.0 mm].73 [18.5 mm] 1.54 [39.0 mm] WIDTH .39 .75 3.50 .61 1.14 WIDTH .44 2.84 2700K 3000K 3500K4000K 5000K SWITCHABLE WHITE One Lithonia Way • Conyers, GA 30012 • Phone 1-800-705-SERV (7378) • Visit us at www.acuitybrands.com Printed in U.S.A. © 2023 Acuity Brands Lighting, Inc. Rev. 09/20/23 2 of 7 Light Commercial & Residential Juno SlimForm™ LED with Selectable CCT 5" and 7" Round Downlight for JBox Installation JSF JSF SWW5 5IN_7IN Series Series Size/Lumens Color Temperature CRI Voltage/Driver Finish JSF SlimForm Surface Mount Downlight - Round 5IN 07LM 5", 700 Lumens 7IN 10LM 7", 1000 Lumens SWW5 Switchable White (2700K, 3000K, 3500K, 4000K, 5000K) 90CRI 90+ CRI 120 FRPC Dedicated 120V, Forward Reverse Phase Dimming MVOLT ZT Universal Voltage 120V-277V, 0-10V Dimming WH White BL LGL Black Low Glare lens BZ LGL Bronze Low Glare lens SN LGL Satin Nickel Low Glare Lens ORDERING INFORMATION Example: JSF 5IN 07LM SWW5 90CRI 120 FRPC WH SlimForm LED Downlight Series Size Finish JSFTRIM SlimForm Accessory- Trim 5IN 5 inches 7IN 7 inches WH White BL Black BZ Bronze SN*Satin Nickel ACCESSORIES TRIM – Optional, field installable finish trim rings available to change the exterior finish of fixture. Example: JSFTRIM 5IN BZ BLACK BRONZE SATIN NICKEL Note: * SN not available for 5IN G-100 COVER SHEET ST PETER'S-SAN PEDRO EPISCOPAL CHURCH 24 ST PETER STREET, SALEM, MA 01970 A-000 # # # # A-000 # A-000 # A-000 # 0 0 000 ROOM 0 0 ELEVATION ± 0'-0" 0 A-000 # SYMBOL KEY ELEVATION DATUM LABEL ELEVATION MARK INTERIOR ELEVATION MARK SECTION MARK DETAIL MARK DETAIL CALLOUT ROOM TAG KEYNOTE TAG WINDOW TAG DOOR TAG REVISION TAG WALL TAG COLUMN BUBBLE NORTH ARROW CUT LINE NEW CONSTRUCTION EXISTING TO REMAIN EXISTING TO BE DEMOLISHED 1 W W - WEST W/ - WITH WC - WATER CLOSET WD - WOOD WIN - WINDOW WH - WALL HUNG WID - WIDTH W/O - WITH OUT WWF - WELDED WIRE FABRIC S S - SOUTH SCHED - SCHEDULE SECT - SECTION SF - SQUARE FEET SHT - SHEET SIM - SIMILAR SQ - SQUARE SS - STAINLESS STEEL STD - STANDARD STL - STEEL STOR - STORAGE STRUCT - STRUCTURAL SUSP - SUSPENDED SYM - SYMMETRICAL U,V UNFIN - UNFINISHED UON - UNLESS OTHERWISE NOTED VAC - VACUUM VB - VAPOR BARRIER VCT - VINYL COMPOSITE TILE VERT - VERTICAL VEST - VESTIBULE VIF - VERIFY IN FIELD T T - TREAD TEL - TELEPHONE T & G - TONGUE AND GROOVE THK - THICK(NESS) TOC - TOP OF CURB TOW - TOP OF WALL TV - TELEVISION TYP - TYPICAL P PERF - PERFORATED PERP - PERPENDICULAR PL - PLATE P LAM - PLASTIC LAMINATE PLYWD - PLYWOOD PNL - PANEL PR - PAIR PT - PRESSURE-TREATED PTD - PAINTED PVC - POLYVINYL CHLORIDE N/O N - NORTH N/A - NOT APPLICABLE NIC - NOT IN CONTRACT NOM - NOMINAL NRC - NOISE REDUCTION COEFFICIENT NTS - NOT TO SCALE OC - ON CENTER OD - OUTSIDE DIAMETER OPP - OPPOSITE HAND OPNG - OPENING OVHD - OVERHEAD MIN - MINIMUM MO - MASONRY OPENING MTD - MOUNTED MTL - METAL Q,R QTY - QUANTITY RA - RETURN AIR RD - ROOF DRAIN REF - REFRIGERATOR REFL - REFLECT(ED)(IVE) REINF - REINFORCE(D)(ING) REQD - REQUIRED RET - RETURN, OR RETAINING REV - REVISION, REVISED RH - RIGHT HAND RM - ROOM RO - ROUGH OPENING M MACH - MACHINE MATL - MATERIAL MECH - MECHANICAL MED - MEDIUM MFR - MANUFACTURER MH - MANHOLE L LAM - LAMINATE LAV - LAVATORY LH - LEFT-HAND LL - LIVE LOAD LT - LIGHT LT WT - LIGHT WEIGHT I,J,K ID - INSIDE DIAMETER INCL - INCLUDED INSUL - INSULATION,INSULATE(D) INT - INTERIOR JAN - JANITOR K/O - KNOCKOUT K/D - KNOCKDOWN H HCP - HANDICAPPED HDR - HEADER HD - HEAVY DUTY HDWD - HARDWOOD HDWR - HARDWARE HGT - HEIGHT HM - HOLLOW METAL HORIZ - HORIZONTAL HTG - HEATING HVAC - HEATING / VENTILATION / AIR CONDITIONING HYD - HYDRANT G GA - GAUGE GALV - GALVANIZED GC - GENERAL CONTRACTOR GL - GLASS GWB - GYPSUM WALL BOARD GYP - GYPSUM E E - EAST EL - ELEVATION ELEC - ELECTRICAL ELEV - ELEVATOR ENCL - ENCLOSURE ENTR - ENTRANCE EPS - EXPANDED POLYSTYRENE INSULATION BOARD EQ - EQUAL EQUIP - EQUIPMENT EST - ESTIMATED ETR - EXISTING TO REMAIN EX - EXISTING EXP - EXPANSION EXT - EXTERIOR F FA - FIRE ALARM FD - FLOOR DRAIN FNDN - FOUNDATION FE - FIRE EXTINGUISHER FF- FINISHED FLOOR FIN - FINISHED FIXT - FIXTURE FLR - FLOOR FLEX - FLEXIBLE FLR - FLOORING FLUOR - FLUORESCENT FRP - FBRGLSS RNFRCD PLSTC FTG - FOOTING FT-FIRE TREATED D D - DEPTH DA - DOUBLE ACTING DET - DETAIL DF - DRINKING FOUNTAIN DIAG - DIAGONAL DIA - DIAMETER DIM - DIMENSION DIV - DIVISION DMH - DRAIN MANHOLE DN - DOWN DR - DOOR DWG - DRAWING ABBREVIATIONS: A A/C - AIR CONDITIONING ACT - ACOUSTICAL CEILING TILE ADD - ADDENDUM ADJ - ADJACENT AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM < - ANGLE ANOD - ANODIZED ARCH - ARCHITECTURAL AUTO - AUTOMATIC B BIT - BITUMINOUS BLDG - BUILDING BLKG - BLOCKING BOT - BOTTOM BRG - BEARING BSMT - BASEMENT BTWN -BETWEEN BVL - BEVELED C CAB - CABINET CCTV - CLOSED CIRCUIT TV CLG - CEILING CLOS - CLOSET CLR - CLEARANCE, CLEAR ℄ - CENTERLINE CMU - CONCRETE MASONRY UNIT CTR - CENTER COL -COLUMN CONC - CONCRETE CONN - CONNECTION CONT - CONTINOUS CJT - CONTROL JOINT CORR - CORRIDOR CT - CERAMIC TILE GENERAL NOTES 1. ALL CONSTRUCTION IS TO MEET OR EXCEED ALL APPLICABLE STATE AND LOCAL CODES. 2. ALL REQUIRED INSURANCE, PERMITS AND CERTIFICATE OF OCCUPANCY SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL VERIFY ALL PROPOSED AND EXISTING DIMENSIONS AND ELEVATIONS IN THE FIELD. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY FIELD CONDITION UNCOVERED DURING CONSTRUCTION THAT IS UNFORESEEN OR NOT CONSISTENT WITH THE PLANS OR THAT WILL IMPAIR LAYOUTS OR ATTACHMENTS OF FINISHES. 4. THE CONTRACTOR SHALL SUBMIT A BAR CHART SCHEDULE INDICATING MAJOR AND CRITICAL PORTIONS OF THE WORK. THIS SCHEDULE SHALL BE ADHERED TO AND UPDATED REGULARLY. 5. THE CONTRACT DOCUMENTS ARE INTENDED TO AGREE. WHERE A CONFLICT OCCURS, THE HIGHER QUALITY OR GREATER QUANTITY SHALL GOVERN AND BE REQUIRED. 6. ALL INDICATIONS AND NOTATIONS ON THE DRAWINGS APPLYING TO ONE AREA OR CONDITION APPLY TO OTHER SIMILAR AREAS OR CONDITIONS UNLESS OTHERWISE NOTED. 7. ALTHOUGH THE CONTRACT DOCUMENTS REFER TO VARIOUS CONSTRUCTION METHODS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND THE SOLE JUDGE OF WHICH MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES MAY BE SAFELY AND SUITABLY USED TO EXECUTE THE WORK REQUIRED BY THE CONTRACT DOCUMENTS. 8. ALL DRAWINGS AND CONSTRUCTION NOTES ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFEREED TO ON ONE DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 9. THE USE OF THE WORDS "PROVIDE" AND "FURNISHED" IN CONNECTION WITH ANY ITEMS SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED THAT SUCH ITEMS SHALL BE FURNISHED AND INSTALLED AND CONNECTED WHERE SO REQUIRED. 10. THE CONTRACTOR SHALL ESTABLISH THE GRADES, ELEVATIONS, LINES, LEVELS AND LOCATIONS OF ALL WORK, INCLUDING WORK PERFORMED BY SUBCONTRACTORS. 11. THE CONTRACTOR SHALL FIELD MEASURE ALL CONDITIONS TO COORDINATE FIT AND FACILITATE SHOP DRAWING PREPARATION FOR ALL TRADES. ANY INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK. 12. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, AND FIXTURE CUTS TO THE ARCHITECT FOR APPROVAL. ALL SHOP DRAWINGS AND CUTS SIGNED "NO EXCEPTION TAKEN SHALL SUPERCEDE ORIGINATING DRAWINGS ON DESIGN APPEARANCE ONLY. 13. SHOP DRAWINGS ARE TO BE SUBMITTED FOR THE WORK OF ALL TRADES. SAMPLES AND CUT SHEETS ARE TO BE SUBMITTED FOR ALL PRODUCTS AND MATERIALS. 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY PARTITIONS AND/OR CONSTRUCTION BARRIERS AS REQUIRED TO CONTAIN CONSTRUCTION ACTIVITY TO MAINTAIN EGRESS PATHS FREE OF OBSTRUCTIONS AND TO ASSURE OCCUPANTS AND VISITORS ARE PROTECTED FROM DEMOLITION AND CONSTRUCTION ACTIVITY. 15. DO NOT SCALE DRAWINGS. USE INDICATED OR CALCULATED DIMENSIONS. INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING. 16. ALL DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS SHALL BE FIELD COORDINATED WITH THE WORK OF ENGINEERING TRADES. INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING. LOCUS MAP PROJECT NORTH DRAWING LIST ARCHITECTURAL (02-02-2026) G-100 COVER SHEET CIVIL (02-02-2026) C-100 SITE PLAN ARCHITECTURAL (02-02-2026) D-101A DEMOLITION CHAPEL ENTRY SITE PLAN D-101B DEMOLITION CHAPEL ENTRY DETAILS A-100 BASEMENT PLAN A-101 SANCTUARY LEVEL PLAN A-101A CHAPEL ENTRY SITE PLAN A-101B CHAPEL ENTRY DETAILS A-102 BALCONY LEVEL PLAN A-103 ROOF PLAN A-200 EXISTING SOUTH EXTERIOR ELEVATION A-201 EXISTING WEST EXTERIOR ELEVATION A-202 EXISTING NORTH EXTERIOR ELEVATION A-203 EXISTING EAST EXTERIOR ELEVATIONS A-204 EXTERIOR TOWER DETAILS A-205 TOWER DETAILS REFERENCE W-100 WINDOW INDEX: SANCTUARY W-101 WINDOW INDEX: CHAPEL & LINK, SCHEDULE 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 A-203 2 A-200 1 A-201 1 A-202 1 A-203 1 BROWN ST. ST . P E T E R S T B R O W N S T . C O U R T CHURCH ST. CHURCH ST. BROWN ST . 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 C-100 SITE PLAN & STREET VIEWS 8'16'0 32' NOT IN CONTRACT EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION SHELVES A-204 1 - 4 CHAPEL ROOFCHANCEL ROOFSANCTUARY ROOF TOWER ROOF PARISH HOUSE A-104 4 A-203 2 A-200 1 A-201 1 A-202 1 A-203 1 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 D-103 ROOF PLAN 1 SCALE: 1/8"=1'-0" ROOF PLAN NOT IN CONTRACT GRANITE GABLE PARAPET ALUMINUM GUTTER EPDM ROOF EPDM ROOF ALUMINUM GUTTER SLOPED EPDM ROOF CHANNEL ASPHALT ROOF ASPHALT ROOF ASPHALT ROOF ASPHALT ROOF GRANITE PARAPET ASPHALT ROOF DS DS DS DS DS DS DSDS DS DS DS PLUMBING VENT PLUMBING VENT EPDM ROOF 4' 8'0 16' 14 #STRUCTURES NORTH NOTE WORK REFERENCE ALUMINUM GUTTER ALUM. VENT, TYP. EPDM ROOF FOR NOTES SEE ASPHALT ROOF CRICKET 14 CHAPEL ROOF INVESTIGATION 11 11 REPAIR OF DAMAGED FLASHING, SEE A-201 FOR REFERENCE PHOTOS EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION 109 CHAPEL AT LINK STORAGE SACRISTY 109A CHANCEL ELEV. 101.50 A-203 2 A-202 1 DN DN 2R UP 2R 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 D-101A DEMOLITION CHAPEL ENTRY SITE PLAN 1 SCALE: 1/4"=1'-0" SANCTUARY LEVEL PLAN #STRUCTURES NORTH NOTE WORK REFERENCE 2'4'0 8' EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION DN 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 D-101B DEMOLITION CHAPEL ENTRY DETAILS #STRUCTURES NORTH NOTE WORK REFERENCE 1'2'0 4' 5 SCALE: 1/2"=1'-0" ENLARGED CHAPEL ENTRY PLAN 3 SCALE: 1/2"=1'-0" SECTION @ CHAPEL ENTRY 2 SCALE: 1/2"=1'-0" ELEVATION @ CHAPEL ENTRY 1 SCALE: 1/2"=1'-0" ELEVATION @ BROWN STREET 4 SCALE: 1/2"=1'-0" INTERIOR ELEVATION @ CHAPEL ENTRY EXCAVATE PAVING PROTECT EXIST. STONE WALL/ PLANTING BED REMOVE DETERIORATED WOOD, TYP. REMOVE DETERIORATED STUCCO REMOVE ALUM. DOOR & FRAMING REMOVE OVERLAID TRIM & ALL OTHER DETERIORATED WOOD THAT IS NOT SUITABLE FOR EPOXY & DUTCHMAN RESTORATION REMOVE OVERLAID WD. TRIM SALVAGE EXIT SIGN & EMERGENCY LIGHTING EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION UP UP UP UP DN DN DN SHELVES 003 RM STORAGE 004 RM COAT 012 RM MEETING 002 MECH RM STORAGE/ 005 RM STORAGE 007 RM STORAGE 006 RM STORAGE 008 KITCHEN 010 RM MECH. 009 RM MECH./ST 015 SPACE CRAWL 013 W.C. 014 W.C. 011 RM BOILER 001 STAIR TOWER INACCESSIBLE INACCESSIBLE INACCESSIBLE PARISH HOUSE A-203 2 A-200 1 A-201 1 A-202 1 A-203 1 A-100 BASEMENT LEVEL PLAN 4'8'0 16' 1 SCALE: 1/8"=1'-0" BASEMENT LEVEL PLAN "UNDERCROFT" NOT IN CONTRACT #STRUCTURES NORTH NOTE WORK REFERENCE 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 13 EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION UP UP UP DN DN DN UP DN DN UP UP DN 2R UP 2R DN UP UP UP UP UP PH106 KITCHEN PH100 HALL ENTRY PH101 RM MECH PH102 W.C. PH103 W.C. PH105 RM STORAGE PH105 STAIR PH108 STAGE PH109 RM STORAGE PH111 RM STORAGE 109 CHAPEL 106 CHANCEL 107 AT LINK STORAGE 103 SANCTUARY 105 SACRISTY 100 VESTIBULE TOWER ENTRY 101 STAIR NARTHEX 104 LOBBY STAIR/LIFT 109A CHANCEL PH110 VESTIBULE PH107 PARISH HOUSE 102 STAIR TOWER 108 AT LINK STAIR ELEV. 101.50 FE = 0' - 0" FE = 0' - 0" FE = 1' - 10" FE = -5' - 0" A-101B 6 A-203 2 A-200 1 A-201 1 A-202 1 A-203 1 2R DN @ 7" VAN A-101A 1 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 A-101 SANCTUARY LEVEL PLAN 1 SCALE: 1/8"=1'-0" SANCTUARY LEVEL PLAN NOT IN CONTRACT 4'8'0 16' #STRUCTURES NORTH NOTE WORK REFERENCE 15 14 EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION PH111 109 CHAPEL 109A CHANCEL ELEV. 101.50 A-203 2 A-202 1 DN 2R UP 2R 2R DN @ 7" VAN 8' - 0 " 8' - 0 " 8' - 0 " 20'-0" 4'-0" 4'-0" A-101B 6 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 A-101A CHAPEL ENTRY SITE PLAN 1 SCALE: 1/4"=1'-0" SANCTUARY LEVEL PLAN 2'4'0 8' #STRUCTURES NORTH NOTE WORK REFERENCE EXISTING PLANT BED EXISTING PLANT BED EXISTING BRICK PAVED SIDEWALK EXISTING BRICK PAVED SIDEWALK ±100.00 ELEVATION DATUM @ SIDEWALK ASPHALT PAVED DRIVEWAY ±101.50 UP @ 1.25% SLOPE UP @ (1:40) 1.25% slope NEW PAVED LANDING @ ±101.50 NEW GRANITE STEPS W/ IRON HANDRAILS (2 RISERS @ 7" EA) NEW CONC. LANDING SLOPE 2% TO DRAIN ±101.50 ASPHALT PAVED WALKWAY EXIST. STONE DUST PAVING, TO REMAIN EXISTING PLANT BED EXISTING PLANT BED LEVEL (1:50 MAX) ASPHALT-PAVED PARKING & LINED LOADING AISLE WHEEL STOP ASPHALT PAVED WALKWAY EXIST. STONE DUST PAVING WALKWAY (ALT: ASPHALT) UP @ 1.25% SLOPE MAX SIGN: VAN ACCESSIBLE PARKING SIGN: ACCESSIBLE PARKING 2R DN @ 7" 11 " 11 " 6"6" 6" B A C C 6" 6" EXIT B EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION C A 7" 7" 11" 3' - 0 " 6" ℄ EX LIGHT ℄ ℄ ± 8'-7" GWB ± 8'-7" GWB ℄ F1 F1 F1 F1 F2 ± 7'-10" GWB 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 A-101B CHAPEL ENTRY DETAILS 6 SCALE: 1/2"=1'-0" ENLARGED CHAPEL ENTRY PLAN #STRUCTURES NORTH NOTE WORK REFERENCE 4 SCALE: 1/2"=1'-0" SECTION @ CHAPEL ENTRY 2 SCALE: 1/2"=1'-0" ELEVATION @ CHAPEL ENTRY 1 SCALE: 1/2"=1'-0" ELEVATION @ BROWN STREET 1'2'0 4' 5 SCALE: 1/2"=1'-0" INTERIOR ELEVATION @ CHAPEL ENTRY 3 SCALE: 1/2"=1'-0" RCP @ CHAPEL ENTRY EXIST. GUTTER 2X4 PARTITION W/ CC FOAM INSULATION & 5 8" GWB, @ INTERIOR FACE, PVC TRIM @ EXTERIOR FACE, PTD. FLUSH SURFACES W/ SEALANT JOINT NEW MAHOGANY POST (2) TO MATCH OR P.T. POST W/ PVC TRIM TO MATCH 1 1 2" WROUGHT IRON HANDRAIL, PTD GRANITE STEP GRANITE STEP CONC. SLAB W/ BRICK PAVERS ENTRY CARPET EXIST. STONE WALL/ PLANTING BED SEALANT JOINT @ PROPERTY LINE 1"X1" POST 1"X1" POST SLOPED RAIL LEVEL RAIL NEW F1 LED DOWNLIGHT @ ℄ DOOR & EXIST. OPENING (4) OVERLAY EXISTING W/ WD BOARD, PTD.. RESTORE/REPLACE SHINGLES TO MATCH EXIST. PTD. FIXED INSUL. GLASS @ EXIST. OPENING W/ NEW PVC SILL AND TRIM , PTD. EXIST. GARDEN BED EXIST. GUTTER EPOXY REPAIR EXIST. WD. FOR PAINTED FINISH NEW SUBSTRATE & STUCCO TO MATCH EXIST. NEW MAHOGANY POST (2) TO MATCH OR P.T. POST W/ PVC TRIM TO MATCH RELOCATE EXIST. EXIT SIGN & EMERGENCY LIGHTING W/ CONCEALED WIRING RELOCATE EXIST. SWITCHES 3 4" WD BASE & CASINGS GWB PAINTED TO MATCH EXIST. ALIGN FLUSH ALUM. DOOR THRESHOLD EPOXY-REPAIR WD. @ PLANE OF ORIGINAL POSTS LEVEL RAIL PVC CASING & SIDING, PTD. GWB OVERLAY @ EX. BRICK 2X4 INSULATED WALL VERTICAL T & G WAINSCOTING & CAP TRIM TO MATCH EXIST., PTD. EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION ORGAN 200 STAIR TOWER 201 BALCONY OPEN TO SANCTUARY BELOW OPEN TO CHANCEL BELOW FE = 0' - 0" UP DN DN DN DN DNDN DN DN DNDNDN DN UP DN PARISH HOUSE (NIC) A-203 2 A-200 1 A-201 1 A-202 1 A-203 1 300 ATTIC LEVEL TOWER @ 301 ATTIC 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 A-102 BALCONY LEVEL PLAN 2 SCALE: 1/8"=1'-0" BALCONY LEVEL PLAN 1 SCALE: 1/8"=1'-0" ATTIC LEVEL PLAN 4'8'0 16' #STRUCTURES NORTH NOTE WORK REFERENCE EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION SHELVES A-204 1 - 4 CHAPEL ROOFCHANCEL ROOFSANCTUARY ROOF TOWER ROOF PARISH HOUSE A-104 4 A-203 2 A-200 1 A-201 1 A-202 1 A-203 1 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 A-103 ROOF PLAN 1 SCALE: 1/8"=1'-0" ROOF PLAN NOT IN CONTRACT GRANITE GABLE PARAPET ALUMINUM GUTTER EPDM ROOF EPDM ROOF ALUMINUM GUTTER SLOPED EPDM ROOF CHANNEL ASPHALT ROOF ASPHALT ROOF ASPHALT ROOF ASPHALT ROOF GRANITE PARAPET ASPHALT ROOF DS DS DS DS DS DS DSDS DS DS DS PLUMBING VENT PLUMBING VENT EPDM ROOF 4'8'0 16' 14 #STRUCTURES NORTH NOTE WORK REFERENCE ALUMINUM GUTTER ALUM. VENT, TYP. EPDM ROOF FOR NOTES SEE ASPHALT ROOF CRICKET 14 CHAPEL ROOF INVESTIGATION 11 11 REPAIR OF DAMAGED FLASHING, SEE A-201 FOR REFERENCE PHOTOS 108888 Scrape and repoint wide mortar joints. Fix downspout to prevent future leakage. Photo 24 Photo 26 Photo 28 Photo 27 Scrape and repoint wide mortar joints. Fix downspout to prevent future leakage. Scrape and repoint cracked mortar joints.Scrape and repoint deteriorated mortar joints on church’s masonry. Grout cracked and widened joint in stone band on church’s south side. 11 Photo 31 Photo 32 Repair damaged flashing.Repair damaged flashing. 11 5 11 12 Photo 31 Photo 33Photo 19 Repair damaged EPDM flashing & replace copper counterflashing. Chink and fill gap in stone band on the Church’s north side Install metal flashing @ brick & close gaps @ Chapel’s gable rake boards with dutchmen & epoxy system, paint. 3 4 633 Photo 14 Photo 15 Photo 16 Repair tilted Chapel dormer windows & remove external Plexiglass storm panels. Repair tilted Chapel dormer windows & remove external Plexiglass storm panels. Repair tilted Chapel dormer windows & remove external Plexiglass storm panels. Photo 17 Photo 20 Replace deteriorated posts, repair trim with epoxy system Reset loose bricks. Replace downspout and install splash block @ grade EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LEGEND NEW PARTITION SANCTUARY LEVEL 0'-0" BALCONY LEVEL 11'-1" ATTIC LEVEL 26'-4" CHANCEL LEVEL 1'-10" TOWER ENTRY LEVEL -3'-8 1/2" CHAPEL LEVEL -5'-0" SUB-BELFRY FLOOR LEVEL 41'-3" BELFRY FLOOR LEVEL 50'-3" TOWER ROOF LEVEL 58'-3" FE = 0' - 0" DN UP DN ROOF TOWER 400 SUB-BELFRY TOWER 500 BELFRY TOWER 300 ATTIC LEVEL TOWER @ 301 ATTIC 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com Scale Project number Date Drawn by Checked by 1916 24 ST. PETER STREET SALEM, MA 02-02-2026 DM, ZC DT No.Description Date AS NOTED (FOR 22"X34" SHEET) SALEM HISTORIC PRESERVATION COMMISSION APPLICATION 02/02/26 A-204 TOWER REPAIRS 5 SCALE: 1/8"=1'-0" SOUTH EXTERIOR ELEVATION 6 SCALE: 1/8"=1'-0" EAST EXTERIOR ELEVATION 7 SCALE: 1/8"=1'-0" NORTH EXTERIOR ELEVATION 8 SCALE: 1/8"=1'-0" WEST EXTERIOR ELEVATION 1 SCALE: 1/8"=1'-0" PARTIAL ROOF PLAN 2 SCALE: 1/8"=1'-0" BELFRY FLOOR PLAN 3 SCALE: 1/8"=1'-0" SUB-BELFRY PLAN 4 SCALE: 1/8"=1'-0" PARTIAL ATTIC FLOOR PLAN 4'8'0 16' #STRUCTURES NORTH NOTE WORK REFERENCE 2 2 1 7 9 1 1 1 CUTTING AND POINTING OF UN-REPOINTED PORTIONS AT TOWER WALLS 2 INSTALLATION OF LEAD WEATHER CAPS AT SKY-FACING TOWER PARAPET MORTAR JOINTS 7 REVIEW AND REPAIR OF CHURCH'S GUTTERS 9 RESETTING OF LOOSENED CHURCH'S STONEWORK FOR REFERENCE PHOTOS, SEE A-205 ACCESS HATCH SLOPED EPDM ROOF CRENELLATED GRANITE PARAPET NEW GUTTER 1 1 1 7 7 1 2 9 1 2 9 Photo 1 Photo 6 Photo 4 Photo 2 Photo 7 Photo 9 Photo 3 Photo 5 Photo 8 Photo 13 Exterior: Install lead weather caps on all sky-facing joints Exterior: Deeply cut and repoint areas of wide mortar joints Exterior: Deeply cut and repoint areas of wide mortar joints Exterior: Install lead weather caps on all sky-facing joints Repoint to fit around replacement GFRP quatrefoil screen frames using KEIM concretal fiber-reinforced repair system. Secure GFRP screen frames to masonry with stainless steel anchors. Paint mortar and fasteners black. Paint quatrefoil frames green to match existing windows. Repoint to fit around replacement GFRP quatrefoil screen frames using KEIM concretal fiber-reinforced repair system. Secure GFRP screen frames to masonry with stainless steel anchors. Paint mortar and fasteners black. Paint quatrefoil frames green to match existing windows. Repoint to fit around replacement GFRP quatrefoil screen frames using KEIM concretal fiber-reinforced repair system. Secure GFRP screen frames to masonry with stainless steel anchors. Paint mortar and fasteners black. Paint quatrefoil frames green to match existing windows. Repoint to fit around replacement GFRP quatrefoil screen frames using KEIM concretal fiber-reinforced repair system. Secure GFRP screen frames to masonry with stainless steel anchors. Paint mortar and fasteners black. Paint quatrefoil frames green to match existing windows. Exterior: Repoint deterioration around window frame Photo 12 Review & repair Church’s gutters and downspouts - See A-103 Roof Plan, A-201 West Elev. Review & repair Church’s gutters and downspouts - See A-103 Roof Plan, A-201 West Elev. S-11 S-8 S-8 S-7 S-7 6 S-6 S-6 S-6 S-7 S-5S-4 S-3 S-2 S-1 S-1 S-1 S-1 S-8 S-7 S-12 S-2 S-12 S-9 S-9 S-10 S-10 S-11 C-5 C-4 C-4 C-3 C-3 C-3 C-4 C-4 C-2 C-2 C-2 C-2 C-1 C-1 C-7C-7 C-6C-6 C-5