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14 Gallows Hill Road Elevation Plan and Floor PlanTHE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY GENERAL NOTES: 1.THESE DRAWINGS ARE INTENDED TO ILLUSTRATE THE SCOPE OF WORK AND TO FACILITATE CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. 2.ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE DESIGNER BEFORE PROCEEDING WITH THE WORK. 3.ALL CONSTRUCTION SHALL COMPLY WITH THE MASSACHUSETTS STATE BUILDING CODE (780 CMR – 10TH EDITION), BASED ON THE 2021 INTERNATIONAL RESIDENTIAL CODE (IRC), THE MASSACHUSETTS ENERGY CODE, LOCAL ZONING REGULATIONS, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS. 4.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND INSPECTIONS PRIOR TO COMMENCING WORK. 5.ALL WORK SHALL BE PERFORMED BY LICENSED PROFESSIONALS IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. 6.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH SUBCONTRACTORS AND ENSURE THAT CONSTRUCTION IS PERFORMED IN A SAFE AND ORDERLY MANNER. 7.EXISTING STRUCTURAL ELEMENTS THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE INSPECTED AND REINFORCED AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY. 8.THE TRANSITION BETWEEN NEW CONSTRUCTION AND EXISTING CONSTRUCTION SHALL BE PROPERLY SEALED AND WEATHERPROOFED TO PREVENT WATER INFILTRATION. 9.THE CONTRACTOR SHALL PROTECT ALL EXISTING AREAS OF THE RESIDENCE THAT ARE NOT PART OF THE CONSTRUCTION SCOPE. 10.ANY STRUCTURAL MODIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE DESIGN PROFESSIONAL AND STRUCTURAL ENGINEER PRIOR TO EXECUTION. PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA REMODELING/ ADDITION PLUMBING, MECHANICAL AND ELECTRICAL (PME) NOTES: 1.ALL PLUMBING, MECHANICAL, AND ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. 2.ALL WORK SHALL BE PERFORMED BY PROPERLY LICENSED TRADESPERSONS IN ACCORDANCE WITH MASSACHUSETTS REGULATIONS. 3.SUBCONTRACTORS SHALL OBTAIN REQUIRED PERMITS FOR THEIR RESPECTIVE TRADES AND SCHEDULE ALL REQUIRED INSPECTIONS. 4.STRUCTURAL MEMBERS SHALL NOT BE CUT, DRILLED, OR MODIFIED WITHOUT APPROVAL FROM THE DESIGN PROFESSIONAL. 5.ALL INSTALLATIONS SHALL FOLLOW MANUFACTURER SPECIFICATIONS AND ACCEPTED CONSTRUCTION PRACTICES. 6.EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN A MANNER THAT ALLOWS ACCESS FOR INSPECTION, MAINTENANCE, AND REPAIR. STRUCTURAL DESIGN CRITERIA – MASSACHUSETTS (NO GEOTECHNICAL REPORT) 1.NO GEOTECHNICAL (SOIL) INVESTIGATION WAS PERFORMED FOR THIS PROJECT. FOUNDATION DESIGN IS BASED ON A PRESUMPTIVE ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH IRC 2021 TABLE R401.4.1. 2.ACTUAL SOIL CONDITIONS SHALL BE VERIFIED ON SITE DURING EXCAVATION BY THE CONTRACTOR AND THE BUILDING INSPECTOR. 3.IF UNSUITABLE SOIL CONDITIONS, ORGANIC MATERIALS, UNCONTROLLED FILL, OR GROUNDWATER CONDITIONS ARE ENCOUNTERED, THE ENGINEER AND OWNER SHALL BE NOTIFIED IMMEDIATELY FOR FURTHER EVALUATION AND POSSIBLE DESIGN REVISIONS. **** STRUCTURAL NOTES: IT IS THE CONTRACTOR’S AND/OR SUBCONTRACTOR’S RESPONSIBILITY TO UNDERSTAND THE INTENDED LOAD PATHS AND ENSURE THE PROPER VERTICAL ALIGNMENT OF ALL LOAD-BEARING COMPONENTS PRIOR TO PERMANENT INSTALLATION. THE CONTRACTOR/SUBCONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONAL IN WRITING OF ANY CHANGES OR VARIATIONS. IF THE ACTUAL SITE DIMENSIONS VARY MORE THAN 1" TO 2" FROM WHAT HAS BEEN DESIGNED AT ANY LOCATION, THE CONTRACTOR/SUBCONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM THE DESIGN PROFESSIONAL BEFORE EXECUTING THE WORK. **** FINISH NOTES: 1.RENDERINGS ARE NOT TO SCALE. ALL RENDERINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. PLAN UPDATES MAY NOT BE REFLECTED IN THE RENDERINGS. RENDERINGS SHALL NOT BE USED FOR CONSTRUCTION. 2.BASEBOARDS SHALL BE 6 INCHES IN HEIGHT IN ALL ROOMS, UNLESS NOTED OTHERWISE (UNO). 3.FINAL FINISHES SHALL BE CONFIRMED WITH THE HOMEOWNER PRIOR TO INSTALLATION. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING THE DRAWINGS TO ALL SUBCONTRACTORS UNDER THEIR JURISDICTION. 5.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS, INCLUDING THE TIMING AND SCHEDULING OF THEIR WORK AND THE LAYOUT OF THEIR SYSTEMS. THE CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH THE NECESSARY POWER, ACCESS, AND REQUIRED CONNECTIONS THROUGH FOUNDATION WALLS AS NEEDED. 6.THE CONTRACTOR ACKNOWLEDGES THAT CONSTRUCTION SITES ARE INHERENTLY HAZARDOUS ENVIRONMENTS. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO ENSURE THE SAFETY AND GENERAL WELL-BEING OF WORKERS. THE CONTRACTOR SHALL PROVIDE GUARDS, RAILS, BARRICADES, FENCES, CATCH PLATFORMS, BRIDGING, AND OTHER SAFETY MEASURES AS REQUIRED. 7.CONTRACTORS AND SUBCONTRACTORS SHALL FURNISH SAMPLES OF ALL MATERIALS AND FINISHES SPECIFIED FOR CONSTRUCTION WHEN REQUESTED BY THE DESIGNER, OWNER, OR GENERAL CONTRACTOR. LIST OF DRAWINGS: A-1 PROJECT INFORMATION SHEET NOTES AND LEGENDS ILLUSTRATIVE IMAGES A-2 PROJECT INFORMATION SHEET NOTES AND LEGENDS A-3 EXISTING PLANS A-4 EXISTING PLANS A-5 EXISTING EXTERIOR ELEVATIONS A-6 DEMOLITION PLANS A-7 DEMOLITION PLANS A-8 PROPOSED PLANS A-9 PROPOSED PLANS PROPOSED 3D VIEW A-10 PROPOSED PLANS SCHEDULES A-11 PROPOSED EXTERIOR ELEVATIONS A-12 PROPOSED FRAME PLANS A-13 PROPOSED FRAME PLANS A-14 PROPOSED CROSS SECTIONS A-15 PROPOSED INTERIOR ELEVATIONS D -0 DETAILS PROJECT INFORMATION SHEET, NOTES AND LEGENDS SHEET: SCALE: DATE: 04/28/2026 A-1 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROJECT SCOPE: THIS IS A RESIDENTIAL REMODELING AND ADDITION PROJECT LOCATED AT 14 GALLOWS HILL RD., SALEM, MA, DEVELOPED WITH A FOCUS ON MODERNIZING THE INTERIOR SPACES, EXPANDING THE USABLE AREA, AND ENHANCING THE COMFORT OF ITS RESIDENTS. THE PROPOSAL INCLUDES THE RECONFIGURATION OF THE EXISTING INTERIOR LAYOUT, INCLUDING THE REMODELING OF THE KITCHEN, LIVING ROOM, AND BATHROOMS, AS WELL AS THE EXPANSION OF THE DECK, INCORPORATING NEW SUPPORT SPACES SUCH AS A LAUNDRY ROOM, STORAGE AREAS, AND MULTIFUNCTIONAL ROOMS. THE PROJECT ALSO PROVIDES FOR THE CREATION OF NEW SUITES, ADDITIONAL BEDROOMS, AN OFFICE, A WALK-IN CLOSET, AND A MASTER SUITE WITH A PRIVATE BATHROOM, DISTRIBUTED ACROSS NEW LEVELS, INCLUDING A SECOND FLOOR AND A FINISHED ATTIC SPACE. EXTERNALLY, THE RESIDENCE RECEIVES NEW ELEVATIONS, VOLUMETRIC EXPANSION WITH DORMERS ON THE ROOF, AND STRUCTURAL AS WELL AS ARCHITECTURAL ADJUSTMENTS, PROMOTING A CONTEMPORARY DESIGN LANGUAGE WHILE MAINTAINING INTEGRATION WITH THE EXISTING CONSTRUCTION. THE ENTIRE INTERVENTION WAS DESIGNED IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE AND IRC 2021, PRIORITIZING FUNCTIONALITY, STRUCTURAL SAFETY, THERMAL COMFORT, AND OPTIMIZED USE OF SPACE. NO SCALE THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-2 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROJECT INFORMATION SHEET, NOTES AND LEGENDS For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Spans are given in feet and inches. b. Spans are based on minimum design properties for No. 2 grade lumber of Douglas fir-larch, hem-fir, Southern pine, and spruce-pine-fir. c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated. d. NJ = Number of jack studs required to support each end. Where the number of required jack studs equals one, the header is permitted to be supported by an approved framing anchor attached to the full-height wall stud and to the header. e. Spans are calculated assuming the top of the header or girder is laterally braced by perpendicular framing. Where the top of the header or girder is not laterally braced (for example, cripple studs bearing on the header), tabulated spans for headers consisting of 2 × 8, 2 × 10, or 2 × 12 sizes shall be multiplied by 0.70 or the header or girder shall be designed. SEE R301.2(1) TABLE FOR FOOT NOTES GROUND SNOW LOAD WIND SPEED TABLE R301.2(2) 55 PSF TABLE R301.2(2) 110 MPH SEISMIC DESIGN N/A N/A WEATHER! NG FROST LINE TERMITE DECAY WINTER DESIGN TEMP FIGURE 5301.2(3) 48 INCHES. FOR FROST PROTECTED SHALLOW FOUNDATIO NS, SEE R403.3. SEVERE 48 inches (4 ft) FIGURE 5301.2(6) MODERATE TO HEAVY FIGURE 5301.2(7) SLIGHT TO MODERATE APPENDIX 780 CMR 120.J TABLE 120.J.3.2.1 10ºF ICE SHIELD UNDERLAYMENT REQUIRED AS REQUIRED BY THE EXTERIOR ROOF COVERING MANUFACTURER ROOF PITCH AND LOCAL CLIMATE MUST ALSO BE CONSIDERED R905.1.2 FLOOD HAZARD REFER TO APPLICABLE FLOOD INSURANCE RATE MAP (FIRM) REFER TO FEMA FIRM AIR FREEZING INDEX ONLY UTILIZED IN THE DESIGN AND CONST. OF FROST PROTECTED SHALLOW FOUNDATION SEE NOTE J TABLE 5301.2(1) MEAN ANNUAL TEMP ONLY UTILIZED IN DESIGN AND CONST. OF FROST PROTECTED SHALLOW FOUNDATIONS SEE NOTE K TABLE 5301.2(1) TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa.b.c.d,e ALLOWABLE STRUCT. MEMBER DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3: 12 WITH NOFINISHED CEILING ATTACHED TO RAFTERS L/180 INTERIOR WALLS AND PARTITIONS H/180 FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS WITH OLASTER OR STUCCO FINISH H/360 EXTERIOR WALLS-WIND LOAD SITH BRITTLE FINISHES H/240 EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 LINTELS SUPPORTING MASONRY VENEER WALLS L/600 Note: L = span length, H = span height. A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSEOF THE DETERMINING DEFLECTION LIMITS HEREIN. B.FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OFTHE CANTILEVER. C.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGEOF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALLS OFSUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL NOTEXCEED L/120. D.DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180.E. REFER TO SECTION R703.7.2. TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD Attics w/o storage'b 10 Fire escapes 40 Attics with limited storage"b,g 20 Guardrails and handrails'd 200 Habitable attics and attics served 30 Rooms other than sleeping room 40 with fixed stairs Sleeping rooms 30 Balconies (exterior) 40 and decks'e Stairs 40 TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE ZONE 5 SKYLIGHT(b) U-FACTOR .30 GLAZED FENESTRATION U-FACTOR .55 GLAZED FENESTRATION SHGC NR CEILING R-VALUE 49 WOOD FRAME WALL R-VALUE 20 or 13+5(h) MASS WALL R-VALUE(k) 13/17 FLOOR R-VALUE 30(g) BASEMENT WALL(c) FLOOR 15/19 BASEMENT SLAB(d) AND DEPTH R-VALUE 10,2 FT CRAWL WALL SPACE (c) R-VALUE 15/19 FOR SI: 1 FOOT = 304.8 MM. a.R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b.THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. EXCEPTION: SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONES 1 THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. c."15/19 MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOROR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. "15/19" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. d.R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGER-VALUES FOR HEATED SLABS. INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET, WHICHEVER IS LESS IN CLIMATE ZONES 1 THROUGH 3 FOR HEATED SLABS. e. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. f. BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1. 9. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM. h. FIRST VALUE IS CAVITY INSULATION, SECOND IS CONTINUOUS INSULATION OR INSULATED SIDING, SO "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION OR INSULATED SIDING. IF STRUCTURAL SHEATHING COVERS 40 PERCENT OR LESS OF THE EXTERIOR, CONTINUOUS INSULATION R-VALUE SHALL BE PERMITTED TO BE REDUCED BY NO MORE THAN R-3 IN THE LOCATIONS WHERE STRUCTURAL SHEATHING IS USED- TO MAINTAIN A CONSISTENT TOTAL SHEATHING THICKNESS. i.THE SECOND -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL Check sources for availability of lumber in lengths greater than 20 feet. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. a. Span exceeds 26 feet in length. ARCHITECTURAL: A1. PROVIDE A MINIMUM 4-MIL POLYETHYLENE VAPOR RETARDER OVER INSULATION ON THE INTERIOR (WARM SIDE) OF ALL EXTERIOR WALLS AND ROOF/CEILING ASSEMBLIES IN ACCORDANCE WITH IRC 2021 SECTION R702.7. A2. EXTERIOR WALLS SHALL PROVIDE A WEATHER-RESISTIVE EXTERIOR WALL ENVELOPE. PROVIDE WEATHER-RESISTIVE BARRIER AND FLASHING DETAILS FOR WINDOWS, DOORS, AND OTHER OPENINGS IN THE BUILDING ENVELOPE. INSTALLATION SHALL COMPLY WITH MANUFACTURER SPECIFICATIONS. PROVIDE FLASHING AT DOORS, WINDOWS, SILLS, FOUNDATIONS, COLUMNS, AND OTHER LOCATIONS REQUIRING MOISTURE PROTECTION IN ACCORDANCE WITH IRC 2021 SECTION R703.1. A3. INSPECTIONS ARE REQUIRED FOR ALL STUCCO AND EIFS SYSTEMS. PROVIDE PRODUCT SPECIFICATIONS AND EVALUATION REPORTS FOR ANY STUCCO OR EIFS SYSTEM USED IN ACCORDANCE WITH IRC 2021 SECTIONS R703.7 AND R703.9. A4. WINDOW SILLS LOCATED MORE THAN 6 FEET ABOVE GRADE AND LESS THAN 24 INCHES ABOVE THE INTERIOR FLOOR SHALL COMPLY WITH FALL PROTECTION REQUIREMENTS. THE PORTION OF THE WINDOW OPENING BELOW 24 INCHES ABOVE THE FLOOR SHALL BE FIXED OR PROTECTED BY A GUARD THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE IN ACCORDANCE WITH IRC 2021 SECTION R312.2. A5. A PERMANENT CERTIFICATE SHALL BE POSTED ON OR NEAR THE ELECTRICAL DISTRIBUTION PANEL LISTING INSULATION R-VALUES FOR CEILINGS/ROOFS, WALLS, FOUNDATIONS (SLABS, BASEMENT WALLS, CRAWLSPACE WALLS, AND FLOORS), AND DUCTS LOCATED OUTSIDE CONDITIONED SPACES. THE U- FACTOR OF WINDOWS AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION SHALL ALSO BE LISTED, ALONG WITH THE TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT IN ACCORDANCE WITH IRC 2021 SECTION N1101.9. A6. STAIR RISER HEIGHT SHALL NOT EXCEED 8-1/4 INCHES (196 MM). RISERS SHALL BE MEASURED VERTICALLY BETWEEN THE LEADING EDGES OF ADJACENT TREADS. OPEN RISERS ARE PERMITTED PROVIDED THE OPENING DOES NOT ALLOW PASSAGE OF A 4-INCH DIAMETER SPHERE IN ACCORDANCE WITH IRC 2021 SECTION R311.7.5.1 AND MASSACHUSETTS AMENDMENTS. A7. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM) IN ACCORDANCE WITH IRC 2021 SECTION R311.7.5.1. A8. STAIR TREAD DEPTH SHALL BE A MINIMUM OF 9 INCHES (254 MM), MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD’S LEADING EDGE IN ACCORDANCE WITH IRC 2021 SECTION R311.7.5.2. A9. STAIR TREAD NOSING SHALL HAVE A RADIUS OF CURVATURE AT THE LEADING EDGE NOT EXCEEDING 9/16 INCH. A NOSING PROJECTION BETWEEN 3/4 INCH AND 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. BEVELING OF THE NOSING SHALL NOT EXCEED 1/2 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE TREAD ABOVE AT AN ANGLE NOT GREATER THAN 30 DEGREES FROM VERTICAL. OPEN RISERS SHALL NOT ALLOW PASSAGE OF A 4-INCH DIAMETER SPHERE IN ACCORDANCE WITH IRC 2021 SECTION R311.7.5.3. STRUCTURAL: S1. PROVIDE DOUBLE JOISTS UNDER BEARING PARTITIONS WHICH ARE PARALLEL TO FLOOR JOISTS. IRC 2021 SECTION R502.4. S2. PROVIDE SOLID BLOCKING AT BEARING POINTS ON FLOOR JOISTS OR RAFTERS. IRC 2021 SECTION R502.7. S3. PROVIDE TONGUE-AND-GROOVE (T&G) UNDERLAYMENT-GRADE PLYWOOD SUBFLOOR WITH APPROPRIATE NAILING SCHEDULE WHERE NO ADDITIONAL PARTICLEBOARD UNDERLAYMENT IS PROVIDED. IRC 2021 SECTION R503.2. S4. EXTERIOR WALLS EXCEEDING 10'-0" IN HEIGHT SHALL BE VERIFIED FOR THEIR ABILITY TO RESIST REQUIRED WIND LOADS COMBINED WITH AXIAL LOADS. IBC SECTION 2306. S5. FIREBLOCK STUD SPACES AT SOFFITS, FLOOR AND CEILING JOIST LINES, AT 10 FEET VERTICALLY AND HORIZONTALLY, AND AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY SPACES FOR FACTORY- BUILT CHIMNEYS, AND AT ANY OTHER LOCATIONS WHICH COULD ALLOW THE PASSAGE OF FLAMES. IRC 2021 SECTION R302.11. S6. PROVIDE HURRICANE TIES AT ALL RAFTERS AND TRUSSES. IRC 2021 SECTION R802.11.1. S7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT NO STRUCTURAL BEARING WALLS ARE REMOVED WITHOUT INSPECTION BY THE DESIGN ENGINEER AND BUILDING INSPECTOR. ANY EXISTING STRUCTURAL ELEMENTS INTENDED TO REMAIN SHALL BE VERIFIED TO BE IN GOOD CONDITION. IF DEFICIENT, THEY SHALL BE REPLACED. ALLOWABLE JOIST SPANS R502.3. FLOOR JOIST SPANS SHALL COMPLY WITH 780 CMR TABLES 5502.3.1(1) AND 5502.3.1(2). FOR OTHER GRADES, SPECIES, OR LOADING CONDITIONS, REFER TO AF&PA SPAN TABLES FOR JOISTS AND RAFTERS OR THE AF&PA MAXIMUM SPAN CALCULATOR. CEILING JOIST AND RAFTER CONNECTIONS R802.3.1. WHERE CEILING JOISTS ARE NOT CONNECTED TO RAFTERS AT THE TOP WALL PLATE, JOISTS INSTALLED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER TIES, OR RAFTER TIES SHALL BE PROVIDED TO CREATE A CONTINUOUS TIE. WHERE CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. RAFTER TIES SHALL BE NOT LESS THAN 2 INCHES BY 4 INCHES (NOMINAL) AND SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R802.5.1(9), OR CONNECTIONS OF EQUIVALENT CAPACITY SHALL BE PROVIDED. WHERE CEILING JOISTS OR RAFTER TIES ARE NOT PROVIDED, THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED BY A WALL OR GIRDER DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 5'-5"5'-4 1/2"5'-4" 16'-8" 16'-5"8'-4" 16'-11 1/2" 31'-4" 22'-4" 23'-9 1/2" 24'-6 1/2" 8'-10 1/2" 12'-1" 22'-4" 20'-11 1/2" 30' 21'-1 1/2" 21'-10 1/2" 11'-5" X 21'-0" 30'-0" X 21'-10" EXISTING DROPPED BEAM EXISTING FAMILY ROOM ABOVE EXISTING DECK ABOVE EXISTING STAIR TO DECK ABOVE EXISTING POST WITH SONOTUBE EXISTING POST WITH SONOTUBE EXISTING POST WITH SONOTUBE EXISTING COLUMN LALLY WITH SONOTUBE EXISTING COLUMN LALLY WITH SONOTUBE EXISTING COLUMN LALLY WITH SONOTUBE EXISTING COLUMN LALLY WITH SONOTUBE GARAGE EXISTING FOUNDATION ASSUMED EXISTING FOUNDATION WALL – VERIFY IN FIELD EXISTING DOOR EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING WINDOW EXISTING DOOR EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING DOORWAY EXISTING BUILT-IN CABINET EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR UP 12'-9" 14'-11 1/2" 16'-2" 20'-9" 3'-8"4'-10" 6'-1" 9'-7" 6'-5 1/2" 3'-2" 31'-5 1/2" 10'-9" 8'-9" 11'-4" 21' 4'-11" 3'-5" 4'-4 1/2" 1'-10" 7" 5'-2" 3'-5" 4'-7" 10'-6" 5'-5"5'-4 1/2"5'-4" 16'-8" 16'-5"8'-4" 16'-11 1/2" 21'-4" X 4'-7" EXISTING OPEN MECHANICAL AREA LOW CEILING CLOSET EXISTING COUNTER EXISTING FIREPLACE EXISTING DROPPED BEAMASSUMED BEARING WALL – VERIFY IN FIELD GARAGE LEVEL 0' - 4" EXISTING WALL-MOUNTED SHELVES EXISTING DROPPED BEAM EXISTING FAMILY ROOM ABOVE EXISTING DECK ABOVE EXISTING STAIR TO DECK ABOVE EXISTING POST WITH SONOTUBE EXISTING POST WITH SONOTUBE EXISTING POST WITH SONOTUBE EXISTING COLUMN LALLY WITH SONOTUBE EXISTING COLUMN LALLY WITH SONOTUBE EXISTING COLUMN LALLY WITH SONOTUBE EXISTING COLUMN LALLY WITH SONOTUBE PORCH 9'-7" EXISTING POST EXISTING POST WALL SCHEDULE 2D SYMBOL WALL TYPE 16" CONCRETE STEM WALL EXISTING CONCRETE WALL EXISTING EXTERIOR BRICK WALL EXISTING EXTERIOR WALL EXISTING INTERIOR WALL EXISTING INTERIOR WALL - 6 EXISTING INTERIOR WALL - 8 INTERIOR RAILING ROOM DIVIDER THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-3 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED EXISTING PLANS EXISTING GROUND PLAN SCALE: 1/4" = 1'-0" EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" ***NOTE – EXISTING FOUNDATION CONDITIONS: EXISTING FOUNDATION WALLS AND BEARING CONDITIONS ARE BASED ON LIMITED OBSERVATION AND SHALL BE VERIFIED IN FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGN PROFESSIONAL. NO WORK SHALL PROCEED IN AFFECTED AREAS UNTIL DIRECTION IS PROVIDED. DN EXISTING DOOR EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING DOOR EXISTING DOORWAY EXISTING PASS-THOROUGH EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING DOOR DN 9'-10" 12'-11" 9'-5" 8'-8" 3'-1 1/2" 11'-2" 9'-11" 13'-3"7'-5" 11'-6" 15'-3" 16'-1" 9'-11" 23'-4 1/2" 12'-11" 9'-11 1/2" 7'-10" 11'-5 1/2" 5'-8" 10'-1" 5' 5' 5'-1" 31'-5 1/2" 15'-3" X 23'-5" 13'-3" X 9'-11" 7'-5" X 9'-11" 2'-4" X 4'-6" 1'-4" X 4'-6" 7'-5" X 7'-11" 8'-8" X 9'-5" 15'-3" X 16'-1" 9'-10" X 12'-11" 1'-4" X 4'-6" 11'-2" X 3'-2" 3'-9" X 1'-1" 1'-7" X 3'-11" 11'-6" X 9'-11" 8'-4" X 17'-0" LIVING CLOSET BEDROOM CLOSET FAMILY ROOM CLOSET BEDROOM STAIRWELL HALL PRIMARY BEDROOM CLOSET CLOSET KITCHEN BATH EXISTING FIREPLACE EXISTING DROPPED BEAM EXISTING DROPPED BEAM EXISTING BAY WINDOW DECK EXISTING STAIR TO DECK ABOVE EXISTING AWNING EXISTING AWNING ASSUMED BEARING WALL – VERIFY IN FIELDVERIFY IN FIELD IF A FLUSH BEAM EXISTS IN THIS AREA UPON CEILING OPENING CHIMNEY USE AND CONDITION SHALL BE VERIFIED IN FIELD. ANY UNUSED OR ABANDONED FLUES SHALL BE PROPERLY CAPPED AND SEALED. 3 : 12 3 : 12 4 : 12 4 : 12 3 : 12 9'-7"9'-7" 28'-4 1/2" 13'-8" 13'-8" 47'-7 1/2" 10'-2" 14'-4" 17'-2" 17' 1'-6" 2'-4 1/2" 1'-6" EXISTING ROOF EXISTING ROOF EXISTING ROOFEXISTING ROOF EXISTING LOWER ROOF WALL SCHEDULE 2D SYMBOL WALL TYPE 16" CONCRETE STEM WALL EXISTING CONCRETE WALL EXISTING EXTERIOR BRICK WALL EXISTING EXTERIOR WALL EXISTING INTERIOR WALL EXISTING INTERIOR WALL - 6 EXISTING INTERIOR WALL - 8 INTERIOR RAILING ROOM DIVIDER THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-4 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED EXISTING PLANS 3D VIEW EXISTING FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" EXISTING ROOF PLAN SCALE: 1/4" = 1'-0" EXISTING 3D VIEW SCALE: NO SCALE EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING DOOR EXISTING BAY WINDOW EXISTING GARAGE LEVEL 0' - 4" EXISTING GROUND LEVEL 0' - 0" EXISTING FIRST FLOOR LEVEL 8' - 5" EXISTING ROOF LEVEL 20' - 10" EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING DOOR EXISTING VENT EXISTING DOOR EXISTING DOOR EXISTING GARAGE LEVEL 0' - 4" EXISTING GROUND LEVEL 0' - 0" EXISTING FIRST FLOOR LEVEL 8' - 5" EXISTING ROOF LEVEL 20' - 10" EXISTING VENT EXISTING DOOR EXISTING DOOR EXISTING WINDOW EXISTING WINDOWEXISTING WINDOWEXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING GARAGE LEVEL 0' - 4" EXISTING GROUND LEVEL 0' - 0" EXISTING FIRST FLOOR LEVEL 8' - 5" EXISTING ROOF LEVEL 20' - 10" EXISTING WINDOW EXISTING WINDOWEXISTING WINDOWEXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING WINDOW EXISTING WINDOWEXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING VENT EXISTING GARAGE LEVEL 0' - 4" EXISTING GROUND LEVEL 0' - 0" EXISTING FIRST FLOOR LEVEL 8' - 5" EXISTING ROOF LEVEL 20' - 10" EXISTING WINDOW EXISTING WINDOWEXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING VENT THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-5 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED EXISTING EXTERIOR ELEVATIONS EXISTING ELEVATION - FRONT SCALE: 1/4" = 1'-0" EXISTING ELEVATION - LEFT SCALE: 1/4" = 1'-0" EXISTING ELEVATION - BACK SCALE: 1/4" = 1'-0" EXISTING ELEVATION - RIGHT SCALE: 1/4" = 1'-0" 5'-5"5'-4 1/2"5'-4" 16'-8" 16'-5"8'-4" 16'-11 1/2" 31'-4" 22'-4" 23'-9 1/2" 24'-6 1/2" 8'-10 1/2" 12'-1" 22'-4" 20'-11 1/2" 21'-10 1/2" 21'-1 1/2" 11'-5" X 21'-0" 30'-0" X 21'-10" DEMOLITION DROPPED BEAM DEMOLITION FAMILY ROOM ABOVE DEMOLITION DECK ABOVE DEMOLITION STAIR TO DECK ABOVE DEMOLITION POST WITH SONOTUBE DEMOLITION POST WITH SONOTUBE DEMOLITION POST WITH SONOTUBE DEMOLITION COLUMN LALLY WITH SONOTUBE DEMOLITION COLUMN LALLY WITH SONOTUBE DEMOLITION COLUMN LALLY WITH SONOTUBE DEMOLITION COLUMN LALLY WITH SONOTUBE GARAGE EXISTING FOUNDATION ASSUMED EXISTING FOUNDATION WALL – VERIFY IN FIELD EXISTING DOOR EXISTING WINDOW EXISTING WINDOW EXISTING DOOR EXISTING WINDOW EXISTING DOOR EXISTING WINDOW EXISTING WINDOW EXISTING DOOR DEMOLITION DOOR EXISTING DOOR DEMOLITION DOOR DEMOLITION DOOR DEMOLITION DOOR EXISTING DOORWAY EXISTING BUILT-IN CABINET UP 12'-9" 14'-11 1/2" 16'-2" 20'-9" 3'-8"4'-10" 6'-1" 9'-7" 6'-5 1/2" 3'-2" 31'-5 1/2" 10'-9" 8'-9" 11'-4" 21' 4'-11" 3'-5" 4'-4 1/2" 1'-10" 7" 5'-2" 3'-5" 4'-7" 10'-6" 8'-4" 16'-11 1/2" 5'-5"5'-4 1/2"5'-4" 16'-9" 16'-5" 21'-4" X 4'-7" EXISTING OPEN MECHANICAL AREA DEMOLITION CLOSET EXISTING COUNTER EXISTING FIREPLACE EXISTING DROPPED BEAMASSUMED BEARING WALL – VERIFY IN FIELD GARAGE LEVEL 0' - 4" EXISTING WALL-MOUNTED SHELVES PORCH DEMOLITION DECK ABOVE DEMOLITION STAIR TO DECK ABOVE DEMOLITION POST WITH SONOTUBE DEMOLITION POST WITH SONOTUBE DEMOLITION POST WITH SONOTUBE DEMOLITION DROPPED BEAM DEMOLITION FAMILY ROOM ABOVE DEMOLITION COLUMN LALLY WITH SONOTUBE DEMOLITION COLUMN LALLY WITH SONOTUBE DEMOLITION COLUMN LALLY WITH SONOTUBE DEMOLITION COLUMN LALLY WITH SONOTUBE ASSUMED BEARING WALL – VERIFY IN FIELD EXISTING WALL TO REMAIN – MODIFY AS REQUIRED TO SUPPORT NEW CONSTRUCTION 9'-7" EXISTING POST EXISTING POST WALL SCHEDULE 2D SYMBOL WALL TYPE 16" CONCRETE STEM WALL DEMOLITION EXTERIOR WALL DEMOLITION INTERIOR WALL EXISTING CONCRETE WALL EXISTING EXTERIOR BRICK WALL EXISTING EXTERIOR WALL EXISTING INTERIOR WALL EXISTING INTERIOR WALL - 6 DEMOLITION INTERIOR WALL - 8 INTERIOR RAILING ROOM DIVIDER EXISTING INTERIOR WALL - 8 THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-6 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED DEMOLITION PLANS DEMOLITION GROUND PLAN SCALE: 1/4" = 1'-0" DEMOLITION FOUNDATION PLAN SCALE: 1/4" = 1'-0" **NOTE - DEMOLITION / SELECTIVE REMOVAL: EXISTING FOUNDATION- WHERE INDICATED, EXISTING FOUNDATION ELEMENTS, BEARING POINTS, AND ANY NONCOMPLIANT OR INADEQUATE SUPPORT CONDITIONS SHALL BE SELECTIVELY REMOVED, MODIFIED, OR ABANDONED AS REQUIRED TO ACCOMMODATE THE PROPOSED CONSTRUCTION.- ANY EXISTING FOUNDATION COMPONENTS FOUND TO BE DISCONTINUOUS, UNSTABLE, IMPROPERLY BEARING, OR OTHERWISE UNSUITABLE FOR CONTINUED STRUCTURAL SUPPORT SHALL NOT BE RELIED UPON AND SHALL BE REMOVED OR SUPPLEMENTED AS REQUIRED.- CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND SUPPORT OF THE STRUCTURE DURING ALL DEMOLITION AND FOUNDATION WORK OPERATIONS.- IF UNFORESEEN CONDITIONS ARE ENCOUNTERED, INCLUDING BUT NOT LIMITED TO UNDOCUMENTED FOUNDATION ELEMENTS, VOIDS, OR UNSUITABLE BEARING MATERIALS, CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA AND NOTIFY THE DESIGN PROFESSIONAL PRIOR TO PROCEEDING. ***NOTE– DEMOLITION / SELECTIVE REMOVAL NOTE – EXISTING EXTERIOR WALLS- WHERE INDICATED, EXISTING WALL FINISHES, DETERIORATED WOOD COMPONENTS, NONCOMPLIANT MATERIALS, AND ANY OTHER UNSOUND PORTIONS OF THE EXISTING EXTERIOR WALL ASSEMBLY SHALL BE SELECTIVELY REMOVED AS REQUIRED TO ALLOW FOR PROPER REPAIR AND INTEGRATION WITH THE PROPOSED CONSTRUCTION.- ANY WOOD MEMBERS FOUND TO BE ROTTED, SPLIT, LOOSE, MOISTURE-DAMAGED, OR OTHERWISE UNSUITABLE FOR CONTINUED SERVICE SHALL BE REMOVED AND REPLACED.- CONTRACTOR SHALL PROTECT ALL PORTIONS INTENDED TO REMAIN AND SHALL MAINTAIN TEMPORARY BRACING AND WEATHER PROTECTION AS REQUIRED DURING DEMOLITION AND REPAIR OPERATIONS.- IF CONCEALED STRUCTURAL DEFICIENCIES ARE ENCOUNTERED, CONTRACTOR SHALL STOP WORK IN AFFECTED AREA AND NOTIFY THE DESIGN PROFESSIONAL PRIOR TO PROCEEDING. NOTE: THIS PROJECT INVOLVES THE RESTRUCTURING OF THE EXISTING RESIDENCE, INCLUDING MODIFICATIONS AND PARTIAL DEMOLITION OF BUILDING AND STRUCTURAL ELEMENTS AS INDICATED IN THE DRAWINGS. EXISTING STRUCTURAL COMPONENTS — INCLUDING FLOOR SLABS, BEAMS, COLUMNS, FOUNDATIONS, AND BEARING WALLS — MAY BE ALTERED, REMOVED, OR REINFORCED IN AREAS AFFECTED BY THE WORK. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY TEMPORARY SHORING, BRACING, AND SUPPORTS TO MAINTAIN STRUCTURAL STABILITY DURING ALL DEMOLITION AND CONSTRUCTION OPERATIONS. ALL NEW LOADS SHALL BE PROPERLY TRANSFERRED AND DISTRIBUTED IN ACCORDANCE WITH THE STRUCTURAL CALCULATIONS AND IN COMPLIANCE WITH APPLICABLE CODES. NOTE: THIS PROJECT INVOLVES THE RESTRUCTURING OF THE EXISTING RESIDENCE, INCLUDING MODIFICATIONS AND PARTIAL DEMOLITION OF BUILDING AND STRUCTURAL ELEMENTS AS INDICATED IN THE DRAWINGS. EXISTING STRUCTURAL COMPONENTS — INCLUDING FLOOR SLABS, BEAMS, COLUMNS, FOUNDATIONS, AND BEARING WALLS — MAY BE ALTERED, REMOVED, OR REINFORCED IN AREAS AFFECTED BY THE WORK. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY TEMPORARY SHORING, BRACING, AND SUPPORTS TO MAINTAIN STRUCTURAL STABILITY DURING ALL DEMOLITION AND CONSTRUCTION OPERATIONS. ALL NEW LOADS SHALL BE PROPERLY TRANSFERRED AND DISTRIBUTED IN ACCORDANCE WITH THE STRUCTURAL CALCULATIONS AND IN COMPLIANCE WITH APPLICABLE CODES. DN EXISTING DOOR DEMOLITION WINDOW DEMOLITION WINDOW EXISTING WINDOW DEMOLITION DOOR DEMOLITION DOOR DEMOLITION DOORWAY DEMOLITION PASS-THOROUGH EXISTING WINDOW DEMOLITION WINDOW EXISTING WINDOW DEMOLITION WINDOW DEMOLITION DOOR DEMOLITION DOOR DEMOLITION DOOR DEMOLITION DOOR DEMOLITION DOOR DEMOLITION DOOR DEMOLITION DOOR EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW DEMOLITION WINDOW DEMOLITION WINDOW DEMOLITION WINDOW EXISTING DOOR DEMOLITION DOOR DEMOLITION DOOR DN 9'-10" 12'-11" 9'-5" 8'-8" 3'-1 1/2" 11'-2" 9'-11" 13'-3"7'-5" 11'-6" 15'-3" 16'-1" 9'-11" 23'-4 1/2" 12'-11" 9'-11 1/2" 7'-10" 11'-5 1/2" 5'-8" 10'-1" 5' 5' 5'-1" 15'-3" X 23'-5" 13'-3" X 9'-11" 9'-10" X 12'-11" 7'-5" X 9'-11" 2'-4" X 4'-6" 1'-4" X 4'-6" 7'-5" X 7'-11" 8'-8" X 9'-5" 15'-3" X 16'-1" 1'-4" X 4'-6" 11'-2" X 3'-2" 3'-9" X 1'-1" 1'-7" X 3'-11" 11'-6" X 9'-11" 8'-4" X 17'-0" LIVING CLOSET BEDROOM CLOSET FAMILY ROOM CLOSET BEDROOM STAIRWELL HALL PRIMARY BEDROOM CLOSET CLOSET KITCHEN BATH EXISTING FIREPLACE DEMOLITION DROPPED BEAM DEMOLITION DROPPED BEAM DEMOLITION BAY WINDOW DEMOLITION DECK DEMOLITION STAIR TO DECK ABOVE DEMOLITIO N AWNING DEMOLITIO N AWNING ASSUMED BEARING WALL – VERIFY IN FIELD DEMOLITION FLUSH BEAM EXISTING WALL TO REMAIN – MODIFY AS REQUIRED TO SUPPORT NEW CONSTRUCTION DEMOLITION OF EXTERIOR WALL TO CREATE DOOR OPENING DEMOLITION OF EXTERIOR WALL TO CREATE WINDOW OPENING DEMOLITION OF EXTERIOR WALL TO CREATE WINDOW OPENING 3 : 12 3 : 12 4 : 12 4 : 12 3 : 12 9'-7"9'-7" 28'-4 1/2" 13'-8" 13'-8" 47'-7 1/2" 10'-2" 14'-4" 17'-2" 17' 1'-6" 2'-4 1/2" 1'-6" DEMOLITION ROOF DEMOLITION ROOF DEMOLITION ROOFDEMOLITION ROOF EXISTING LOWER ROOF WALL SCHEDULE 2D SYMBOL WALL TYPE 16" CONCRETE STEM WALL DEMOLITION EXTERIOR WALL DEMOLITION INTERIOR WALL EXISTING CONCRETE WALL EXISTING EXTERIOR BRICK WALL EXISTING EXTERIOR WALL EXISTING INTERIOR WALL EXISTING INTERIOR WALL - 6 DEMOLITION INTERIOR WALL - 8 INTERIOR RAILING ROOM DIVIDER EXISTING INTERIOR WALL - 8 THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-7 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED DEMOLITION FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" DEMOLITION ROOF PLAN SCALE: 1/4" = 1'-0" DEMOLITION PLANS NOTE: THIS PROJECT INVOLVES THE RESTRUCTURING OF THE EXISTING RESIDENCE, INCLUDING MODIFICATIONS AND PARTIAL DEMOLITION OF BUILDING AND STRUCTURAL ELEMENTS AS INDICATED IN THE DRAWINGS. EXISTING STRUCTURAL COMPONENTS — INCLUDING FLOOR SLABS, BEAMS, COLUMNS, FOUNDATIONS, AND BEARING WALLS — MAY BE ALTERED, REMOVED, OR REINFORCED IN AREAS AFFECTED BY THE WORK. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY TEMPORARY SHORING, BRACING, AND SUPPORTS TO MAINTAIN STRUCTURAL STABILITY DURING ALL DEMOLITION AND CONSTRUCTION OPERATIONS. ALL NEW LOADS SHALL BE PROPERLY TRANSFERRED AND DISTRIBUTED IN ACCORDANCE WITH THE STRUCTURAL CALCULATIONS AND IN COMPLIANCE WITH APPLICABLE CODES. S1 14 S1 14 S2 14 S2 14 S3 14 S3 14 S4 14 S4 14 32'-8 1/2" 22'-4" 23'-9 1/2" 8'-10 1/2" 12'-1" 22'-4" 20'-11 1/2" 14'-9" 15'-10" 21'-10 1/2" 21'-1 1/2" 3'-8 1/2" 3'-2 1/2" 6'-7 1/2" 6'-7 1/2" 7 1/2" 5'-7 1/2"2'-9 1/2" 9'-4 1/2" 10'-3 1/2" 4'-3"25'-9 1/2" 11'-5" X 21'-0" 30'-0" X 21'-10" 14'-9" X 15'-10" GARAGE EXISTING FOUNDATION PROPOSED SLAB-ON-GRADE EXISTING FOUNDATION WALL PROPOSED FOUNDATION WALL USE HYDRAULIC CEMENT AT JOINT BETWEEN FOUNDATIONS WHILE BELOW GRADE AFTER DE-FORMING. INSTALL #5 REBARS AT 12" O.C. W/ 10" MIN. EMBEDMENT EACH WAY. INTO EXISTING FOUNDATION WALL AND NEW CONCRETE FOUNDATION WALL. USE 2 PART EPOXY ADHESIVE TO EMBED REBARS INTO EXISTING FOUNDATION WALL FOUNDATION WALLS: REFER TO FOUNDATION NOTES ON SHEET A-8 PROPOSED FOUNDATION WALL EXISTING FOUNDATION WALL FOUNDATION WALLS: REFER TO FOUNDATION NOTES ON SHEET A-8 F1/F2 D-0 F1/F2 D-0 F1/F2 D-0 F1/F2 D-0 F1/F2 D-0 F1/F2 D-0 ***STEM WALL FOUNDATION WITH SLAB-ON-GRADE: CONTINUOUS CONCRETE FOOTING LOCATED 48" BELOW FINISHED GRADE (FROST DEPTH). CONCRETE 3,000 PSI MINIMUM. FOOTINGS REINFORCED WITH (2) #4 REBARS CONTINUOUS, ONE NEAR THE TOP AND ONE NEAR THE BOTTOM OF THE FOOTING. 10" CONCRETE FOUNDATION WALLS REINFORCED PER STRUCTURAL NOTES. INTERIOR STEM WALL FOUNDATION TO REMAIN SOIL OR RECEIVE NON-STRUCTURAL MUD SLAB (OPTIONAL). PROVIDE TERMITE PROTECTION AND FOUNDATION INSULATION AS REQUIRED BY LOCAL CODE. STEM WALL FOUNDATION WITH SLAB-ON-GRADE – REFER TO FOUNDATION NOTES ON SHEET A-8. PROPOSED 10" CONCRETE FOUNDATION WALL ON 24" X 12" CONTINUOUS CONCRETE FTG. 3000 PSI CONCRETE MIN. BOTTOM OF FTG ON UNDISTURBED SOIL. PROPOSED 10" CONCRETE FOUNDATION WALL ON 24" X 12" CONTINUOUS CONCRETE FTG. 3000 PSI CONCRETE MIN. BOTTOM OF FTG ON UNDISTURBED SOIL. PROPOSED 10" CONCRETE FOUNDATION WALL ON 24" X 12" CONTINUOUS CONCRETE FTG. 3000 PSI CONCRETE MIN. BOTTOM OF FTG ON UNDISTURBED SOIL. ASSUMED EXISTING FOUNDATION WALL – VERIFY IN FIELD PROPOSED 6" X 6" PT POST WITH ALIGNED FOUNDATION WALL PROPOSED STAIR TO DECK ABOVE PROPOSED DECK ABOVE PROPOSED 6" X 6" PT POST WITH SONOTUBE 12" W/ 48" DEEP PROPOSED 6" X 6" PT POST WITH SONOTUBE 12" W/ 48" DEEP PROPOSED 6" X 6" PT POST WITH SONOTUBE 12" W/ 48" DEEP SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 PROPOSED 6" X 6" PT POST WITH ALIGNED FOUNDATION WALL PROPOSED 3 1/2" Ø LALLY COLUMN WITH 24" x 24" x 12" FOOTING PAD W/ #5 HORIZONTAL BARS – TYP. C08C08C08C08 C10C10 C32C32 C32C32 EXISTING DOOR W01W01 EXISTING WINDOW EXISTING DOOR EXISTING WINDOW EXISTING DOOR EXISTING WINDOW EXISTING WINDOW EXISTING DOOR D02D02 EXISTING DOORWAY EXISTING BUILT-IN CABINET W03W03 D03D03 W04W04 W04W04 D04D04 D01D01 UP SD SD SD HD CO/SD E2 11 E2 11 S1 14 S1 14 S2 14 S2 14 S3 14 S3 14 S4 14 S4 14 IE1 15 IE1 15 IE2 15 IE2 15 12'-9" 14'-9" 12'-9" 20'-9" 10'-9" 8'-9" 11'-4" 21' 3'-5" 4'-7" 16'-1" 15'-3" 3'-10"7'-7"3'-10" 4'-2" 1'-10" 10'-1" 6'-3 1/2" 3'-3 1/2" 3'-8 1/2" 3'-2 1/2" 6'-7 1/2" 6'-7 1/2" 7 1/2" 5'-7 1/2"2'-9 1/2" 2'-11 1/2" 11'-4" X 21'-0" 14'-7" X 15'-10" 14'-9" X 12'-9" 12'-9" X 10'-9" 20'-9" X 9'-7"8'-11" X 9'-7" 3'-1" X 4'-11" 21'-4" X 4'-7" EXISTING OPEN MECHANICAL AREA TO REMAIN EXISTING FIREPLACE TO REMAIN EXISTING DROPPED BEAM TO REMAIN ASSUMED BEARING WALL – VERIFY IN FIELD GARAGE LEVEL 0' - 4" EXISTING WALL-MOUNTED SHELVES PORCH TO PORCH TOOL ROOM FAMILY ROOM UTILITY & PLAY AREA BATH/ LAUNDRY ENTRY GARAGE TO REMAIN STORAGE PROPOSED STAIR TO FIRST FLOOR PROPOSED STAIR TO DECK ABOVE PROPOSED DECK ABOVE PROPOSED 6" X 6" PT POST WITH SONOTUBE 12" W/ 48" DEEP PROPOSED 6" X 6" PT POST WITH SONOTUBE 12" W/ 48" DEEP PROPOSED 6" X 6" PT POST WITH SONOTUBE 12" W/ 48" DEEP SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 PROPOSED INTERIOR FIRE-RATED WALL (1-HOUR ASSEMBLY):- 5/8" TYPE X GYPSUM BOARD EACH SIDE- 2" x 4" SPF #2 STUDS @ 16" OC- CAVITY INSULATION: MINERAL WOOL OR R-13 FIBERGLASS BATT (WHERE REQUIRED)- ASSEMBLY CONFORMS TO ASTM E119 / UL U305 OR EQUIVALENT WF2 D-0 WF2 D-0 W2 D-0 W2 D-0 PROPOSED 6" X 6" PT POST WITH ALIGNED FOUNDATION WALL PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 W1 D-0 W1 D-0PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH EXTERIOR WALL TO REMAIN EXTERIOR WALL TO REMAIN EXTERIOR WALL TO REMAIN EXTERIOR WALL TO REMAIN PROPOSED 3 1/2" Ø LALLY COLUMN WITH 24" x 24" x 12" FOOTING PAD W/ #5 HORIZONTAL BARS – TYP. 9'-7" EXISTING POST TO REMAIN EXISTING POST TO REMAIN 9'-7" 8'-10 1/2" 22'-2 1/2" WALL SCHEDULE 2D SYMBOL WALL TYPE 16" CONCRETE STEM WALL EXISTING CONCRETE WALL PORPOSED CONCRETE WALL EXISTING EXTERIOR BRICK WALL EXISTING EXTERIOR WALL EXISTING INTERIOR WALL EXISTING INTERIOR WALL - 6 EXISTING INTERIOR WALL - 8 PROPOSED EXTERIOR WALL PROPOSED BEARING INTERIOR WALL PROPOSED INTERIOR WALL GLASS SHOWER PROPOSED FIRE RESISTANCE WALL INTERIOR RAILING THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-8 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROPOSED PLANS PROPOSED GROUND PLAN SCALE: 1/4" = 1'-0" PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" NOTE 01 – FOUNDATION AND SLAB REQUIREMENTS FROST PROTECTION: ALL FOUNDATIONS SHALL EXTEND TO A MINIMUM DEPTH OF 48 INCHES BELOW FINISHED GRADE TO COMPLY WITH FROST LINE REQUIREMENTS PER IRC 2021 SECTION R403.1.4.1 AND APPLICABLE LOCAL CODE AMENDMENTS. FROST WALL CONSTRUCTION: PROVIDE A 10-INCH CONCRETE FROST WALL ALONG THE TRANSITION BETWEEN THE EXISTING BASEMENT FOUNDATION AND THE NEW SLAB-ON-GRADE AREA. THE FROST WALL SHALL BE REINFORCED AND EXTEND AT LEAST 48 INCHES BELOW GRADE. THERMAL INSULATION: PROVIDE A MINIMUM R-15 CONTINUOUS RIGID INSULATION ON THE EXTERIOR FACE OF THE FROST WALL PER IRC 2021 SECTION N1102.2.10 (R402.2.10) AND IECC 2021 TABLE R402.1.3 FOR SLAB EDGE INSULATION IN CLIMATE ZONE 5. VAPOR BARRIER: A VAPOR RETARDER SHALL BE PROVIDED BENEATH THE SLAB USING A MINIMUM 6-MIL POLYETHYLENE SHEET, LAPPED AT LEAST 6 INCHES AND SEALED, AS REQUIRED BY IRC 2021 SECTION R506.2.3. COMPACTED BASE: SLABS SHALL BE POURED OVER A MINIMUM OF 4 INCHES OF CLEAN, COMPACTED GRAVEL OR CRUSHED STONE PER IRC 2021 SECTION R506.2.2. SLAB REINFORCEMENT (IF REQUIRED): REINFORCE SLAB WITH WELDED WIRE MESH OR REINFORCING BARS AS SPECIFIED IN THE STRUCTURAL DESIGN. REINFORCEMENT SHALL BE PROPERLY SUPPORTED AND SHALL NOT BE PLACED DIRECTLY ON THE SUB-BASE. CONNECTION TO EXISTING FOUNDATION: PROVIDE MECHANICAL CONNECTION BETWEEN NEW AND EXISTING FOUNDATIONS USING DOWELS OR EPOXY-SET REINFORCING BARS TO ENSURE STRUCTURAL CONTINUITY AND MINIMIZE DIFFERENTIAL MOVEMENT. TRANSITION DETAIL: PROVIDE A THERMAL BREAK AND WATERPROOFING AT THE INTERFACE BETWEEN THE SLAB-ON-GRADE AND THE EXISTING BASEMENT WALL TO PREVENT THERMAL BRIDGING AND WATER INTRUSION. FOUNDATION DRAINAGE (IF APPLICABLE): WHERE REQUIRED BY SITE CONDITIONS, PROVIDE A PERIMETER DRAINAGE SYSTEM IN ACCORDANCE WITH IRC 2021 SECTION R405.1. INSPECTION REQUIREMENTS: ALL FOUNDATION EXCAVATION AND WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE TOWN OF WINDHAM BUILDING DEPARTMENT PRIOR TO BACKFILLING AND CONCRETE PLACEMENT. TRIM AND FINISH NOTES 1. CONTRACTOR SHALL VERIFY ALL TRIM DETAILS IN THE FIELD. IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE DESIGNER IMMEDIATELY. 2. ALL TRIM SHALL BE APPLIED USING STAINLESS STEEL FINISH NAILS. 3. NAIL HOLES SHALL BE FILLED AND SANDED SMOOTH WITH WOOD FILLER OR BONDO PRIOR TO FINISHING. 4. CLEAN ALL TRIM SURFACES PRIOR TO PAINTING WITH DENATURED ALCOHOL IMMEDIATELY BEFORE APPLICATION. 5. TRIM SHALL RECEIVE A MINIMUM OF TWO COATS OF 100% ACRYLIC PAINT, SUCH AS SHERWIN-WILLIAMS DURATION OR APPROVED EQUAL. 6. APPLY PRIMER AND TWO FINISH COATS OF PAINT. FINAL COLOR AND FINISH SHALL BE APPROVED BY THE OWNER. 7. CONTRACTOR SHALL PROVIDE PROPER FLASHING AT ALL APPLICABLE LOCATIONS. 8. PROVIDE WATER BARRIER AND VAPOR BARRIER AS REQUIRED. ***NOTE – EXISTING FOUNDATION CONDITIONS – FIELD VERIFICATION REQUIRED- EXISTING FOUNDATION AND BEARING CONDITIONS ARE PARTIALLY CONCEALED AND COULD NOT BE FULLY VERIFIED AT THE TIME OF DOCUMENTATION. BASED ON LIMITED OBSERVATIONS, THE STRUCTURE APPEARS TO BE SUPPORTED BY A COMBINATION OF DISCONTINUOUS CMU ELEMENTS, ISOLATED BEARING POINTS, AND DIRECT BEARING ON SOIL/ROCK.- THE CONTRACTOR SHALL FULLY EXPOSE AND VERIFY ALL EXISTING FOUNDATION AND BEARING CONDITIONS PRIOR TO THE START OF CONSTRUCTION, INCLUDING DEPTH, EXTENT, CONTINUITY, AND STRUCTURAL CAPACITY.- ANY EXISTING ELEMENTS FOUND TO BE INADEQUATE, DETERIORATED, UNSUPPORTED, OR NOT MEETING CURRENT CODE REQUIREMENTS SHALL NOT BE RELIED UPON FOR STRUCTURAL SUPPORT AND SHALL BE REPAIRED, REPLACED, OR SUPPLEMENTED AS REQUIRED TO SAFELY SUPPORT ALL IMPOSED LOADS.- ALL NEW AND FINAL FOUNDATION WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED FOUNDATION SYSTEM INDICATED IN THESE DRAWINGS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL IF FIELD CONDITIONS DIFFER FROM THOSE ASSUMED, AND NO STRUCTURAL WORK SHALL PROCEED UNTIL APPROPRIATE DIRECTION IS PROVIDED.- EXISTING FOUNDATION AND BEARING CONDITIONS ARE PARTIALLY CONCEALED AND COULD NOT BE FULLY VERIFIED AT THE TIME OF DOCUMENTATION. BASED ON LIMITED OBSERVATIONS, THE STRUCTURE APPEARS TO BE SUPPORTED BY A COMBINATION OF DISCONTINUOUS FOUNDATION ELEMENTS, ISOLATED BEARING POINTS, AND AREAS BEARING DIRECTLY ON SOIL AND/OR ROCK.- THE EXTENT, DEPTH, CONTINUITY, AND STRUCTURAL ADEQUACY OF THE EXISTING FOUNDATION SYSTEM REMAIN UNKNOWN DUE TO CONCEALED BELOW-GRADE CONDITIONS.- CONTRACTOR SHALL VERIFY ALL EXISTING FOUNDATION AND BEARING CONDITIONS IN FIELD PRIOR TO THE COMMENCEMENT OF WORK AND NOTIFY THE DESIGN PROFESSIONAL OF ANY DISCREPANCIES, DEFICIENCIES, OR CONDITIONS REQUIRING MODIFICATION. ***NOTE – STEM WALL FOUNDATION WITH SLAB-ON-GRADE- FROST PROTECTION: ALL FOUNDATION FOOTINGS AND STEM WALLS SHALL EXTEND TO A MINIMUM DEPTH OF 48 INCHES BELOW FINISHED GRADE, IN ACCORDANCE WITH 2021 IRC SECTION R403.1.4.1 AND LOCAL FROST DEPTH REQUIREMENTS.- STEM WALLS: PROVIDE 10" REINFORCED CONCRETE STEM WALLS FORMING THE PERIMETER OF THE FOUNDATION SYSTEM. WALLS SHALL BE REINFORCED PER STRUCTURAL DESIGN AND SHALL BEAR ON CONTINUOUS CONCRETE FOOTINGS PLACED ON UNDISTURBED SOIL.- SLAB-ON-GRADE: PROVIDE A REINFORCED CONCRETE SLAB-ON-GRADE AS SPECIFIED IN STRUCTURAL DOCUMENTS. SUBGRADE SHALL BE PROPERLY COMPACTED AND PREPARED TO RECEIVE VAPOR CONTROL AND INSULATION, WHERE REQUIRED.- VAPOR BARRIER: INSTALL A 6-MIL (MIN.) POLYETHYLENE VAPOR RETARDER DIRECTLY BELOW THE SLAB-ON-GRADE, WITH 6" MINIMUM OVERLAP AND SEALED JOINTS, IN ACCORDANCE WITH IRC SECTION R506.2.3.- CONNECTION TO EXISTING FOUNDATION: PROVIDE MECHANICAL CONNECTION BETWEEN NEW AND EXISTING FOUNDATION WALLS USING DOWELS OR EPOXY-SET #4 REBAR, PER STRUCTURAL DESIGN, TO ENSURE CONTINUITY AND MINIMIZE DIFFERENTIAL MOVEMENT.- THERMAL INSULATION – FOUNDATION WALLS: WHEN REQUIRED BY ENERGY CODE, PROVIDE MINIMUM R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR FACE OF THE STEM WALLS, PER 2021 IRC SECTION N1102.2.10 (R402.2.10) AND IECC CLIMATE ZONE 5 REQUIREMENTS.- SLAB INSULATION (WHEN REQUIRED): WHERE ENERGY CODE MANDATES, PROVIDE SLAB-EDGE INSULATION PER IECC REQUIREMENTS FOR CLIMATE ZONE 5.- TERMITE PROTECTION: PROVIDE TERMITE PROTECTION AT ALL STEM WALLS, SLAB PENETRATIONS, AND PERIMETERS AS REQUIRED BY IRC SECTION R318 AND LOCAL CODES.- FOUNDATION DRAINAGE: WHERE REQUIRED BY SITE CONDITIONS, INSTALL A PERIMETER DRAINAGE SYSTEM IN ACCORDANCE WITH IRC SECTION R405.1, INCLUDING FILTER FABRIC, GRAVEL BEDDING, AND DISCHARGE TO AN APPROVED OUTLET.- INSPECTIONS: ALL EXCAVATION, FOOTINGS, STEM WALLS, DAMP- PROOFING, VAPOR CONTROL, SLAB PREPARATION, AND CONNECTIONS TO EXISTING FOUNDATION SHALL BE SUBJECT TO BUILDING DEPARTMENT INSPECTION AND APPROVAL PRIOR TO CONCRETE PLACEMENT AND FRAMING. ***NOTE – EXISTING EXTERIOR WALL CONDITION NOTE-EXISTING EXTERIOR WALL ASSEMBLIES ARE OF OLDER WOOD PLANK CONSTRUCTION AND WERE OBSERVED IN AGED AND WEATHERED CONDITION AT THE TIME OF DOCUMENTATION. - CONCEALED CONDITIONS MAY EXIST WITHIN WALL CAVITIES AND FRAMING CONNECTIONS. THE EXTENT OF DETERIORATION, AIR LEAKAGE, MOISTURE DAMAGE, AND STRUCTURAL ADEQUACY COULD NOT BE FULLY VERIFIED WITHOUT SELECTIVE REMOVAL OF FINISHES AND/OR WALL COMPONENTS.- CONTRACTOR SHALL VERIFY ALL EXISTING WALL CONDITIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE DESIGN PROFESSIONAL OF ANY CONCEALED DAMAGE, DETERIORATION, SETTLEMENT, DEFLECTION, OR STRUCTURAL DEFICIENCY REQUIRING ADDITIONAL REPAIR OR MODIFICATION.- ALL EXISTING EXTERIOR WALLS TO REMAIN SHALL BE REPAIRED AND UPGRADED AS REQUIRED TO PROVIDE A SOUND, CODE- COMPLIANT WALL ASSEMBLY. REPAIR WORK SHALL INCLUDE REPLACEMENT OF DETERIORATED OR DEFICIENT WOOD FRAMING AND SHEATHING COMPONENTS AS NECESSARY TO CREATE A STABLE SUBSTRATE FOR NEW CONSTRUCTION.- PROVIDE NEW WEATHER-RESISTIVE BARRIER, AIR SEALING, INSULATION, AND INTERIOR/EXTERIOR FINISHES AS REQUIRED BY THE PROPOSED DESIGN AND APPLICABLE ENERGY CODE. WHERE EXISTING WALL CONSTRUCTION DOES NOT PERMIT THE INTENDED ASSEMBLY, CONTRACTOR SHALL PROVIDE FURRING, REFRAMING, OR OTHER APPROVED CORRECTIVE MEASURES AS REQUIRED TO ACHIEVE THE SPECIFIED WALL SYSTEM AND THERMAL PERFORMANCE.- FINAL WALL ASSEMBLY SHALL COMPLY WITH THE APPROVED DRAWINGS, IRC 2021, 780 CMR, AND APPLICABLE MASSACHUSETTS ENERGY CODE REQUIREMENTS C22C22C22C22 C24C24C24C24 C24C24C24C24 C08C08C08C08 C23C23C23C23C23C23C23C23C23C23C23C23 DN C19C19 C13C13C13C13 C11C11 C12C12 C26C26 C05C05 C26C26 C19C19 C13C13C13C13 C11C11 C12C12 C26C26 C05C05 C26C26 C18C18 C15C15 C16C16 C15C15 C16C16 C20C20 C21C21 EXISTING DOOR W02W02 W01W01 EXISTING WINDOW D05D05D01D01 W03W03 W03W03 W03W03 EXISTING WINDOWW06W06 EXISTING WINDOW W03W03 D06D06 D04D04D01D01D01D01 EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW D07D07 W03W03W05W05W03W03 UP UP CO/SD SD SD SD SD SD S1 14 S1 14 S2 14 S2 14 S3 14 S3 14 S4 14 S4 14 IE3 15 IE3 15 IE4 15 IE4 15 IE5 15 IE5 15 IE6 15 IE6 15 IE7 15 IE7 15 IE8 15 IE8 15 IE9 15 IE9 15 5' 3'-1 1/2" 9'-5" 6' 3'-1 1/2" 15'-7" 9'-11" 9'-2" 15'-3" 16'-1" 23'-4 1/2" 7'-10" 9'-11" 5'-4" 4'-7" 9'-5" 14'-2 1/2" 14'-11" 8'-3" 7' 12'-9 1/2" 4' 3'-4 1/2" 3' 3'-1"3'-1"5'-5"3'-4" 4'-9" 7'-6" 5'-10 1/2" 1'-7 1/2" 27'-3 1/2" 3' 3' 5'-1 1/2"3' 3' 7'-4 1/2" 3' 3' 2'-1" 15'-4" X 13'-1" 9'-2" X 9'-11" 15'-3" X 16'-1" 2'-4" X 4'-3" 3'-9" X 7'-11" 6'-0" X 9'-5" 14'-2" X 9'-5" 15'-5" X 3'-4" 13'-10" X 10'-3" 7'-6" X 9'-11" 12'-5" X 10'-3" 5'-0" X 3'-2" 7'-0" X 15'-10" LIVING PANTRY FAN PLAY ROOM SP BEDROOM 1 STAIRWELL C. OFFICE CLOSET EXISTING FIREPLACE TO REMAIN ASSUMED BEARING WALL – VERIFY IN FIELDPROPOSED FLUSH BEAM: STEEL BEAM W10×77 PROPOSED 6" X 6" HSS STEEL POST WITH ALIGNED FOUNDATION WALL DINING CLOSET BATH KITCHEN DECK PROPOSED STAIR TO SECOND FLOOR PROPOSED STAIR TO DECK PROPOSED INTERIOR FIRE-RATED WALL (1-HOUR ASSEMBLY):- 5/8" TYPE X GYPSUM BOARD EACH SIDE- 2" x 4" SPF #2 STUDS @ 16" OC- CAVITY INSULATION: MINERAL WOOL OR R-13 FIBERGLASS BATT (WHERE REQUIRED)- ASSEMBLY CONFORMS TO ASTM E119 / UL U305 OR EQUIVALENT WF2 D-0 WF2 D-0 EXTERIOR WALL TO REMAIN EXTERIOR WALL TO REMAIN EXTERIOR WALL TO REMAIN EXTERIOR WALL TO REMAIN EXTERIOR WALL TO REMAIN EXTERIOR WALL TO REMAIN PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH HALL PROJECTION: PROPOSED 6" X 6" POST WITH ALIGNED THE BEAM D4 D-0 D4 D-0 D1/D2/D5 D-0 D1/D2/D5 D-0 D1/D2/D5 D-0 D1/D2/D5 D-0 E1/E3 D-0 E1/E3 D-0 E1/E2 D-0 E1/E2 D-0 C09C09 C04C04 C02C02 C04C04 PROPOSED 6" X 6" HSS STEEL POST WITH ALIGNED BEARING WALL C03C03 10'-5 1/2" C01C01 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 7'-7" SB1/PB D-0 SB1/PB D-0 C06C06 18'-7 1/2" 26'-2 1/2" DN C27C27 C07C07 C07C07 C25C25 C29C29C31C31 C27C27 C07C07 C07C07 C25C25 C29C29C31C31 C17C17 C14C14 C28C28 C30C30 W03W03 W03W03 D02D02 W03W03 D01D01D01D01 W01W01 W01W01 W03W03 W03W03 D01D01 D06D06 D06D06 D01D01D09D09D01D01 D08D08 D01D01 W03W03W03W03W03W03W03W03 D06D06 D01D01 D01D01 SD SD SD SD SD SD CO/SD CO/SD S1 14 S1 14 S2 14 S2 14 S3 14 S3 14 S4 14 S4 14 IE10 15 IE10 15 IE11 15 IE11 15 IE12 15 IE12 15 IE13 15 IE13 15 IE14 15 IE14 15 IE15 15 IE15 15 IE16 15 IE16 15 6'-11" 8'-10" 15'-3" 16'-1 1/2" 12'-11" 9'-8" 2'-4" 4'-6" 4'-5" 2'-4" 9'-3" 9'-3" 14'-11"3' 13'-3" 9'-11" 9'-11" 5'-4" 4'-7" 4'-10" 7'-6" 3'-1" 5' 9'-10 1/2" 3' 4'-6 1/2" 8'-9" 3'-3 1/2" 9'-8" 3'-4" 23'-0 1/2" 3'-10 1/2"11'-4 1/2" 7'-11" 13'-0" X 9'-3" 15'-3" X 8'-10" 13'-10" X 13'-9" 9'-8" X 12'-11"8'-9" X 9'-3" 3'-3" X 8'-8" 2'-4" X 4'-5" 2'-4" X 4'-6" 2'-10" X 1'-0" 4'-10" X 9'-11" 1'-6" X 5'-11" 13'-3" X 9'-11" 7'-6" X 9'-11" 2'-4" X 4'-3" 3'-0" X 5'-0" 23'-0" X 3'-4" WALK-IN CLOSET SP BEDROOM 2 CLOSET CLOSET SP. ROOM CLOSET T OFFICE PROPOSED FLUSH BEAM: STEEL BEAM W8×40 PROPOSED 6" X 6" HSS STEEL POST WITH ALIGNED THE BEAM PROPOSED 6" X 6" HSS STEEL POST WITH ALIGNED THE BEAM CLOSET R. BEDROOM BATH SHOWERMASTER BEDROOM MASTER BATH STAIRWELL HALL PROPOSED BEARING WALL PROPOSED ATTIC LADDER CLOSET W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH PROPOSED INTERIOR WALL: - 2" x 6" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED INTERIOR BEARING WALL: - 2" x 6" SPF No.2 STUDS @ 16" O.C. - CAVITY INSULATION: R-13 MIN. (WHERE REQUIRED) - 1/2" GYPSUM BOARD EACH SIDE PROPOSED INTERIOR BEARING WALL: - 2" x 6" SPF No.2 STUDS @ 16" O.C. - CAVITY INSULATION: R-13 MIN. (WHERE REQUIRED) - 1/2" GYPSUM BOARD EACH SIDE PROPOSED BEARING WALL PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) WF2 D-0 WF2 D-0 WF2 D-0 WF2 D-0 WF2 D-0 WF2 D-0 PROPOSED INTERIOR FIRE-RATED WALL (1-HOUR ASSEMBLY):- 5/8" TYPE X GYPSUM BOARD EACH SIDE- 2" x 4" SPF #2 STUDS @ 16" OC- CAVITY INSULATION: MINERAL WOOL OR R-13 FIBERGLASS BATT (WHERE REQUIRED)- ASSEMBLY CONFORMS TO ASTM E119 / UL U305 OR EQUIVALENT EXISTING BRICK CHIMNEY TO REMAIN AND EXTEND THROUGH NEW CONSTRUCTION TO TERMINATE ABOVE ROOF IN COMPLIANCE WITH IRC 2021. PROPOSED ATTIC LADDER W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 WALL SCHEDULE 2D SYMBOL WALL TYPE 16" CONCRETE STEM WALL EXISTING CONCRETE WALL PORPOSED CONCRETE WALL EXISTING EXTERIOR BRICK WALL EXISTING EXTERIOR WALL EXISTING INTERIOR WALL EXISTING INTERIOR WALL - 6 EXISTING INTERIOR WALL - 8 PROPOSED EXTERIOR WALL PROPOSED BEARING INTERIOR WALL PROPOSED INTERIOR WALL GLASS SHOWER PROPOSED FIRE RESISTANCE WALL INTERIOR RAILING THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-9 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROPOSED PLANS PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" PROPOSED SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" ***NOTE – EXISTING EXTERIOR WALL CONDITION NOTE-EXISTING EXTERIOR WALL ASSEMBLIES ARE OF OLDER WOOD PLANK CONSTRUCTION AND WERE OBSERVED IN AGED AND WEATHERED CONDITION AT THE TIME OF DOCUMENTATION. - CONCEALED CONDITIONS MAY EXIST WITHIN WALL CAVITIES AND FRAMING CONNECTIONS. THE EXTENT OF DETERIORATION, AIR LEAKAGE, MOISTURE DAMAGE, AND STRUCTURAL ADEQUACY COULD NOT BE FULLY VERIFIED WITHOUT SELECTIVE REMOVAL OF FINISHES AND/OR WALL COMPONENTS.- CONTRACTOR SHALL VERIFY ALL EXISTING WALL CONDITIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE DESIGN PROFESSIONAL OF ANY CONCEALED DAMAGE, DETERIORATION, SETTLEMENT, DEFLECTION, OR STRUCTURAL DEFICIENCY REQUIRING ADDITIONAL REPAIR OR MODIFICATION.- ALL EXISTING EXTERIOR WALLS TO REMAIN SHALL BE REPAIRED AND UPGRADED AS REQUIRED TO PROVIDE A SOUND, CODE- COMPLIANT WALL ASSEMBLY. REPAIR WORK SHALL INCLUDE REPLACEMENT OF DETERIORATED OR DEFICIENT WOOD FRAMING AND SHEATHING COMPONENTS AS NECESSARY TO CREATE A STABLE SUBSTRATE FOR NEW CONSTRUCTION.- PROVIDE NEW WEATHER-RESISTIVE BARRIER, AIR SEALING, INSULATION, AND INTERIOR/EXTERIOR FINISHES AS REQUIRED BY THE PROPOSED DESIGN AND APPLICABLE ENERGY CODE. WHERE EXISTING WALL CONSTRUCTION DOES NOT PERMIT THE INTENDED ASSEMBLY, CONTRACTOR SHALL PROVIDE FURRING, REFRAMING, OR OTHER APPROVED CORRECTIVE MEASURES AS REQUIRED TO ACHIEVE THE SPECIFIED WALL SYSTEM AND THERMAL PERFORMANCE.- FINAL WALL ASSEMBLY SHALL COMPLY WITH THE APPROVED DRAWINGS, IRC 2021, 780 CMR, AND APPLICABLE MASSACHUSETTS ENERGY CODE REQUIREMENTS. PROPOSED 3D VIEW SCALE: NO SCALE ***NOTE – CHIMNEY: PROPOSED EXTENSION OF EXISTING EXTERIOR MASONRY CHIMNEY. THE CHIMNEY SHALL BE MAINTAINED AS A CONTINUOUS VERTICAL ELEMENT EXTENDING THROUGH THE ROOF, WITH NO FIREPLACE CONNECTION AT THE SECOND FLOOR LEVEL, AND SHALL BE FULLY ENCLOSED WITHIN A FRAMED CHASE. PROVIDE REQUIRED CLEARANCE BETWEEN MASONRY CHIMNEY AND COMBUSTIBLE FRAMING IN ACCORDANCE WITH APPLICABLE CODES; DO NOT ALLOW DIRECT CONTACT. CHIMNEY HEIGHT ABOVE ROOF SHALL COMPLY WITH IRC 2021 SECTION R1003.9. PROVIDE APPROVED FLASHING AND COUNTERFLASHING AT THE CHIMNEY/ ROOF INTERSECTION PER IRC R903.2. VERIFY CHIMNEY STRUCTURAL STABILITY AND SUPPORT CONDITIONS FOR THE PROPOSED EXTENSION HEIGHT. ***ALL EXISTING WALLS SHALL BE VERIFIED IN FIELD FOR LOCATION, DIMENSIONS, AND STRUCTURAL CAPACITY. ANY WALLS SUPPORTING NEW LOADS SHALL BE EVALUATED AND REINFORCED AS REQUIRED. ***NOTE – EXISTING STRUCTURE: THE EXISTING STRUCTURE HAS NOT BEEN FULLY VERIFIED. ALL LOAD-BEARING ELEMENTS, INCLUDING WALLS, BEAMS, AND FOUNDATIONS, SHALL BE FIELD VERIFIED FOR ADEQUACY TO SUPPORT NEW LOADS. ANY DEFICIENCIES SHALL BE REPORTED AND CORRECTED PRIOR TO CONTINUATION OF WORK. W07W07 W07W07 W07W07 S1 14 S1 14 S2 14 S2 14 S3 14 S3 14 S4 14 S4 14 15'-3" 16'-8" 28'-4 1/2" 23'-4 1/2" 43'-7 1/2" 40'-0 1/2" 11'-8 1/2" 11'-8" 28'-1" 11'-11 1/2" 7'-7 1/2"7'-7 1/2" STORAGE 43'-7" X 23'-4" PROPOSED ATTIC LADDER W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2X6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH W1 D-0 W1 D-0 8 : 12 4 : 12 8 : 12 8 : 12 8 : 12 8 : 12 19' 17'-2" 16'-11 1/2" 13'-7" 28'-4" 13'-1" 13'-3 1/2" 13'-8 1/2" 47'-4" 13'-2" 1 3 '-5 1 /2 " 9'-6"9'-6" 26'-8" 3'-7" PROPOSED ROOF PROPOSED ROOF ***BOTH ROOF SYSTEMS ARE NEW. THE SMALLER ROOF IS LOCATED ABOVE AND OVER THE MAIN ROOF AT A DIFFERENT ELEVATION, CHARACTERIZING AN OVERLAY CONDITION. NO DIRECT FRAMING CONNECTION IS INTENDED BETWEEN THE TWO ROOF SYSTEMS. EXISTING LOWER ROOF SD D-0 SD D-0 R2 D-0 R2 D-0 SD D-0 SD D-0 R2 D-0 R2 D-0 SD D-0 SD D-0 R2 D-0 R2 D-0 SD D-0 SD D-0 R2 D-0 R2 D-0 R1 D-0 R1 D-0 R1 D-0 R1 D-0 ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. PROPOSED ROOF PROPOSED ROOF WINDOW SCHEDULE 3D EXTERIOR ELEVATION NUMBER QTY WIDTH HEIGHT R/O EGRESS U-FACTOR DESCRIPTION W01 4 32 "30 "33"X31"0.3 SINGLE AWNING W02 1 32 "36 "33"X37"0.3 DOUBLE CASEMENT-LHL/RHR W03 16 32 "48 "33"X49"0.3 DOUBLE HUNG W04 2 44 "48 "45"X49"0.3 DOUBLE HUNG W05 1 36 "48 "37"X49"0.3 FIXED GLASS W06 1 32 "36 "33"X37"0.3 DOUBLE HUNG W07 3 28 "22 "29"X23"0.3 LOUVERED DOOR SCHEDULE 3D EXTERIOR ELEVATION NUMBER HEIGHT WIDTH QTY U-FACTOR R/O DESCRIPTION D01 80 "30 "12 0.3 32"X82 1/2"HINGED-DOOR P04 D02 80 "30 "2 0.3 61 1/4"X82 1/2"POCKET-DOOR P04 D03 80 "36 "1 0.3 38"X83"EXT. HINGED-DOOR E01 D04 80 "48 "2 0.3 50"X82 1/2"SLIDER-DOOR P04 D05 80 "29 1/2 "2 0.3 31 1/2"X82 1/2"HINGED-DOOR P04 D06 80 "42 "4 0.3 44"X82 1/2"SLIDER-DOOR P04 D07 80 "60 "1 0.3 62"X83"EXT. SLIDER-GLASS PANEL D08 80 "60 "1 0.3 62"X82 1/2"SLIDER-DOOR P04 D09 80 "24 "1 0.3 26"X82 1/2"2 DR. BIFOLD-LOUVERED WALL SCHEDULE 2D SYMBOL WALL TYPE 16" CONCRETE STEM WALL EXISTING CONCRETE WALL PORPOSED CONCRETE WALL EXISTING EXTERIOR BRICK WALL EXISTING EXTERIOR WALL EXISTING INTERIOR WALL EXISTING INTERIOR WALL - 6 EXISTING INTERIOR WALL - 8 PROPOSED EXTERIOR WALL PROPOSED BEARING INTERIOR WALL PROPOSED INTERIOR WALL GLASS SHOWER PROPOSED FIRE RESISTANCE WALL INTERIOR RAILING THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-10 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROPOSED ATTIC PLAN SCALE: 1/4" = 1'-0"PROPOSED PLANS SCHEDULES PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" EXISTING DOOR EXISTING DOOR EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW W06W06 W03W03 W03W03W05W05 W03W03 W03W03W03W03 W03W03 EXISTING GARAGE LEVEL 0' - 4" EXISTING GROUND LEVEL 0' - 0" EXISTING FIRST FLOOR LEVEL 8' - 5" PROPOSED ROOF LEVEL 33' - 7" PROPOSED SECOND FLOOR LEVEL 16' - 10" PROPOSED ATTIC LEVEL 25' - 3" EXISTING DOOR EXISTING DOOR EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW W06W06 W03W03 W03W03W05W05 W03W03 W03W03W03W03 W03W03 W03W03W03W03W03W03 W03W03 W07W07 EXISTING GARAGE LEVEL 0' - 4" EXISTING GROUND LEVEL 0' - 0" EXISTING FIRST FLOOR LEVEL 8' - 5" PROPOSED ROOF LEVEL 33' - 7" PROPOSED SECOND FLOOR LEVEL 16' - 10" PROPOSED ATTIC LEVEL 25' - 3" W03W03W03W03W03W03 W03W03 W07W07 W01W01 W04W04 W04W04 W03W03 W01W01 W01W01 W07W07 W02W02 EXISTING WINDOW W01W01 EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING GARAGE LEVEL 0' - 4" EXISTING GROUND LEVEL 0' - 0" EXISTING FIRST FLOOR LEVEL 8' - 5" PROPOSED ROOF LEVEL 33' - 7" PROPOSED SECOND FLOOR LEVEL 16' - 10" PROPOSED ATTIC LEVEL 25' - 3" W01W01 W04W04 W04W04 W03W03 W01W01 W01W01 W07W07 W02W02 EXISTING WINDOW W01W01 EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW D03D03 W03W03 EXISTING WINDOW EXISTING WINDOWW03W03 D07D07 W03W03W03W03 W03W03 W07W07 EXISTING GARAGE LEVEL 0' - 4" EXISTING GROUND LEVEL 0' - 0" EXISTING FIRST FLOOR LEVEL 8' - 5" PROPOSED ROOF LEVEL 32' - 7" PROPOSED SECOND FLOOR LEVEL 16' - 10" PROPOSED ATTIC LEVEL 25' - 3" D03D03 W03W03 EXISTING WINDOW EXISTING WINDOWW03W03 D07D07 W03W03W03W03 W03W03 W07W07 THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-11 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROPOSED EXTERIOR ELEVATIONS PROPOSED ELEVATION - FRONT SCALE: 1/4" = 1'-0" PROPOSED ELEVATION - LEFT SCALE: 1/4" = 1'-0" PROPOSED ELEVATION - BACK SCALE: 1/4" = 1'-0" PROPOSED ELEVATION - RIGHT SCALE: 1/4" = 1'-0" 3'-8 1/2" 5 1/2" 6'-7 1/2" 5'-7 1/2"2'-9 1/2" 6'-7 1/2" 7 1/2" 2'-11 1/2" EXISTING DROPPED BEAM TO REMAIN ASSUMED BEARING WALL – VERIFY IN FIELD PROPOSED STAIR TO DECK ABOVE SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0 SO D-0SO D-0 SO D-0 0101 0101 0101 0101 01010101 0101 0101 0101 0202 0202 0303 0303 0303 2X8" PT DECK JOISTS @ 16" O.C please, see the table R507.6 2X8" PT LEDGER CARRIAGE BOLTS @ 16" O.C RL1/RL2 D-0 RL1/RL2 D-0 EXISTING JOIST TO REMAIN EXISTING JOIST TO REMAIN EXISTING JOIST TO REMAIN EXISTING JOIST TO REMAIN EXISTING JOIST TO REMAIN EXISTING JOIST TO REMAIN EXISTING JOIST TO REMAIN PROPOSED 3 1/2" Ø LALLY COLUMN WITH 24" x 24" x 12" FOOTING PAD W/ #5 HORIZONTAL BARS – TYP. 0505 0505 0505 0404 0505 0505 0404 0404 0404 0404 0404 0404 0505 0505 PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12.PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12.PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12. PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12. PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12.PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12. PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12. CP1 D-0 CP1 D-0 EXISTING POST TO REMAIN EXISTING POST TO REMAIN 7'-5"13'-3" 9'-10"1'-4" 16'-3" 16'-6" 10'-8 1/2" 13'-8" EXISTING JOIST TO REMAIN EXISTING JOIST TO REMAIN EXISTING JOIST TO REMAINEXISTING JOIST TO REMAIN EXISTING JOIST TO REMAIN ASSUMED BEARING WALL – VERIFY IN FIELDPROPOSED FLUSH BEAM: STEEL BEAM W10×77 PROPOSED 6" X 6" HSS STEEL POST WITH ALIGNED FOUNDATION WALL PROPOSED 6" X 6" HSS STEEL POST WITH ALIGNED BEARING WALL DECK PROPOSED STAIR TO DECK PROPOSED (2) 2"X8" FLOOR JOISTS PROPOSED (2) 2"X8" FLOOR JOISTS PROPOSED (2) 2"X8" FLOOR JOISTS PROPOSED (2) 2"X8" FLOOR JOISTS PROPOSED HEADER (2) 2"X8" PROPOSED HEADER (2) 2"X8" PROPOSED HEADER (2) 2"X8" PROJECTION: PROPOSED 6" X 6" POST WITH ALIGNED THE BEAM 0404 0505 0505 0505 0505 04040404 0404 04040505 0505 0505 0505 0505 0505 0505 0505 0505 0505 2X10" FLOOR JOISTS @ 16" O.C. PLEASE, SEE THE TABLE R502.3.1 (2) PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12. PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12. PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12. PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12. PLEASE SEE NOTE "EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED" ON PAGE A-12. NOTE SCHEDULE PROPOSED 6" X 6" PT POST PROPOSED STRUCTURAL: (3) 2"X12" PT DROOPED BEAM 1 2 PROPOSED STRUCTURAL: (3) 2"X10" PT DROOPED BEAM3 EXISTING HEADER: SEE TABLE 4 NEW HEADER: SEE TABLE R602.7(2)5 NOTE SCHEDULE PROPOSED 6" X 6" PT POST PROPOSED STRUCTURAL: (3) 2"X12" PT DROOPED BEAM 1 2 PROPOSED STRUCTURAL: (3) 2"X10" PT DROOPED BEAM3 EXISTING HEADER: SEE TABLE 4 NEW HEADER: SEE TABLE R602.7(2)5 THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-12 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROPOSED FRAME PLANS PROPOSED SECOND FLOOR FRAME PLAN SCALE: 1/4" = 1'-0"PROPOSED FIRST FLOOR FRAME PLAN SCALE: 1/4" = 1'-0" TECHNICAL NOTE 1 – EVALUATION AND INTERVENTION OF WOOD FRAME STRUCTURE: ALL COMPONENTS OF THE WOOD FRAME BUILDING SHALL BE INDIVIDUALLY EVALUATED IN THE FIELD DURING CONSTRUCTION. EACH STRUCTURAL ELEMENT SHALL BE INSPECTED FOR ITS CONDITION, STRUCTURAL INTEGRITY, AND COMPLIANCE WITH THE APPROVED PLANS AND APPLICABLE CODES. IF ANY DAMAGE, DETERIORATION, DECAY, BIOLOGICAL ATTACK, EXCESSIVE DEFORMATION, OR NON- COMPLIANCE IS IDENTIFIED, THE AFFECTED COMPONENT SHALL BE REPLACED OR REINFORCED, AS APPLICABLE, IN ACCORDANCE WITH SOUND ENGINEERING PRACTICES AND APPLICABLE STANDARDS. THIS EVALUATION INCLUDES, BUT IS NOT LIMITED TO: • STUDS; • FLOOR JOISTS; • ROOF RAFTERS; • TOP PLATES AND BOTTOM PLATES; • BEAMS, BRACING, AND ALL OTHER STRUCTURAL WOOD MEMBERS. ALL REPLACEMENTS AND REINFORCEMENTS SHALL BE PERFORMED USING SUITABLE STRUCTURAL-GRADE LUMBER, PRESSURE-TREATED WHERE REQUIRED, AND SHALL COMPLY WITH THE APPROVED STRUCTURAL DESIGN DOCUMENTS. GENERAL STRUCTURAL NOTE: ALL STRUCTURAL CALCULATIONS FOR THIS PROJECT ARE INCLUDED IN THE STRUCTURAL CALCULATION REPORT. REFER TO THIS DOCUMENT FOR COMPLETE DESIGN CRITERIA, LOAD ASSUMPTIONS, AND SIZING OF STRUCTURAL ELEMENTS. ***FIELD CONDITIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THIS DESIGN IS BASED ON ASSUMED EXISTING CONDITIONS. IF ACTUAL FIELD CONDITIONS DIFFER FROM THOSE ASSUMED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGNER AND SHALL NOT PROCEED WITH WORK IN THE AFFECTED AREA UNTIL FURTHER INSTRUCTION IS PROVIDED. GENERAL STRUCTURAL NOTE: ALL STRUCTURAL CALCULATIONS FOR THIS PROJECT ARE INCLUDED IN THE STRUCTURAL CALCULATION REPORT. REFER TO THIS DOCUMENT FOR COMPLETE DESIGN CRITERIA, LOAD ASSUMPTIONS, AND SIZING OF STRUCTURAL ELEMENTS. ***FIELD CONDITIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THIS DESIGN IS BASED ON ASSUMED EXISTING CONDITIONS. IF ACTUAL FIELD CONDITIONS DIFFER FROM THOSE ASSUMED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGNER AND SHALL NOT PROCEED WITH WORK IN THE AFFECTED AREA UNTIL FURTHER INSTRUCTION IS PROVIDED. NOTE: EXISTING FLOOR JOISTS – FIELD VERIFICATION REQUIRED ALL EXISTING FLOOR JOISTS SHALL BE FIELD VERIFIED UPON OPENING OF THE FLOOR ASSEMBLY. IF ANY JOISTS ARE FOUND TO BE DAMAGED, DETERIORATED, UNDERSIZED, OR NOT IN COMPLIANCE WITH CURRENT CODE REQUIREMENTS (IRC 2021 AND 780 CMR), THEY SHALL BE REPAIRED OR REINFORCED AS REQUIRED. TYPICAL CORRECTIVE MEASURES MAY INCLUDE SISTERING JOISTS, REPLACING MEMBERS, OR INSTALLING NEW STRUCTURAL ELEMENTS AS NEEDED. FINAL SIZING AND REINFORCEMENT METHOD SHALL BE CONFIRMED BASED ON ACTUAL FIELD CONDITIONS AND, IF REQUIRED, COORDINATED WITH THE STRUCTURAL ENGINEER. 11'-1 1/2" 13'-10" 10'-6 1/2" 33'-0 1/2" 10'-8 1/2" 13'-8" 16'-3" 16'-8" PROPOSED FLUSH BEAM: (3) 1-3/4" x 11-7/8" LVL BEAM PROPOSED 6" X 6" POST WITH ALIGNED THE BEAM PROPOSED 6" X 6" POST WITH ALIGNED THE BEAM PROPOSED BEARING WALL PROPOSED BEARING WALL 2x 8" CEILING JOISTS @ 16" O.C. please, see the table R802.5.1 (2) 2x 8" CEILING JOISTS @ 16" O.C. please, see the table R802.5.1 (2) 2x 8" CEILING JOISTS @ 16" O.C. please, see the table R802.5.1 (2) 2x 8" CEILING JOISTS @ 16" O.C. please, see the table R802.5.1 (2) 2x 8" CEILING JOISTS @ 16" O.C. please, see the table R802.5.1 (2) 2x 8" CEILING JOISTS @ 16" O.C. please, see the table R802.5.1 (2) 2x 8" CEILING JOISTS @ 16" O.C. please, see the table R802.5.1 (2) 0505 0505 0505 0505 0505 0505 0505 0505 0505 0505 05050505 0505 0505 0505 0505 0505 0505 0505 0505 0505 0505 0505 NOTE – FLOOR FRAMING AT WALL: FLOOR JOISTS SHALL BE ORIENTED PERPENDICULAR TO AND BEAR ON TOP OF THE WALL. ON THE OPPOSITE SIDE, THE USE OF A DROPPED BEAM MAY RESULT IN A SIGNIFICANT STEP IN CEILING ELEVATION; COORDINATE FRAMING TO MINIMIZE LEVEL DIFFERENCES AND MAINTAIN A UNIFORM CEILING PROFILE WHERE POSSIBLE. PROPOSED ATTIC LADDER (2) 2x 8" CEILING JOISTS (2) 2x 8" CEILING JOISTS (2) 2x 8" CEILING JOISTS FOA/AL D-0 FOA/AL D-0 19' 17'-2" 16'-11 1/2" 13'-7" 28'-4" 13'-1" 13'-3 1/2" 13'-8 1/2" 47'-4" 13'-2" 1 3 '-5 1 /2 " 9'-6"9'-6" 26'-8" 3'-7" RIDGE BOARD 2"x12" RIDGE BOARD 2"x12" COLLAR TIE ON EACH RAFTERS (2X6) COLLAR TIE ON EACH RAFTERS (2X6) 2X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5) RAFTERS SPANS 2X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5) RAFTERS SPANS 2X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5) RAFTERS SPANS 2X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5) RAFTERS SPANS V A L L E Y S R A F T E R (2 ) 1 ½" × 1 1 ¼V A L L E Y S R A F T E R ( 2 ) 1 ½ " × 1 1 ¼ RD D-0 RD D-0 RD D-0 RD D-0 CT1/CT2 D-0 CT1/CT2 D-0 CT1/CT2 D-0 CT1/CT2 D-0 PROPOSED ROOF PROPOSED ROOF ***BOTH ROOF SYSTEMS ARE NEW. THE SMALLER ROOF IS LOCATED ABOVE AND OVER THE MAIN ROOF AT A DIFFERENT ELEVATION, CHARACTERIZING AN OVERLAY CONDITION. NO DIRECT FRAMING CONNECTION IS INTENDED BETWEEN THE TWO ROOF SYSTEMS. THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-13 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROPOSED FRAME PLANS PROPOSED ROOF FRAME PLAN SCALE: 1/4" = 1'-0" PROPOSED CEILING FRAME PLAN SCALE: 1/4" = 1'-0" FRAMING DETAILS: RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARD SHALL BE AT LEAST ONE-INCH (25.4mm) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN TWO-INCH (51mm) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. WHERE THE ROOF PITCH IS LESS THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25% SLOPE), STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING JOISTS, SUCH AS RIDGE BEAMS, HIPS AND CEILING JOISTS, SUCH RIDGE BEAMS, HIPS AND VALLEYS, SHALL BE DESIGNED AS GENERAL STRUCTURAL NOTE: ALL STRUCTURAL CALCULATIONS FOR THIS PROJECT ARE INCLUDED IN THE STRUCTURAL CALCULATION REPORT. REFER TO THIS DOCUMENT FOR COMPLETE DESIGN CRITERIA, LOAD ASSUMPTIONS, AND SIZING OF STRUCTURAL ELEMENTS. GENERAL STRUCTURAL NOTE: ALL STRUCTURAL CALCULATIONS FOR THIS PROJECT ARE INCLUDED IN THE STRUCTURAL CALCULATION REPORT. REFER TO THIS DOCUMENT FOR COMPLETE DESIGN CRITERIA, LOAD ASSUMPTIONS, AND SIZING OF STRUCTURAL ELEMENTS. EXISTING DOOR W04W04 EXISTING DOOR D02D02 W02W02 W01W01 EXISTING WINDOW W01W01 W03W03 W01W01 W07W07 7' 7'-5" 7'-5" 3' 3' 1'-7" 2'-10" 3' 2'-4" 5'-1" 7'-5" 3'3' UTILITY & PLAY AREA SMOKE DETECTOR BATH/ LAUNDRY GARAGE DINING KITCHEN BATH OFFICE PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) BATH PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) BATH PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2x6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2x6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH R. BEDROOMMASTER BEDROOM CONSTRUCTION CEILING: · 1/2" GYPSUM BOARD (GWB); · 1X3 WOOD STRAPPING · CEILING JOIST @ 16" O.C.; · R-30 INSULATION BETWEEN JOISTS; · VAPOR BARRIER (IF REQUIRED BY CLIMATE ZONE); · CEILING FINISH 2X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5) RAFTERS SPANS 2 X 1 0 " @ 1 6 O .C R O O F R A F T E R S 2 X 10" @ 16 O.C R O O F R A F T E R S COLLAR TIE ON EACH RAFTERS (2X6) CT1/CT2 D-0 CT1/CT2 D-0 ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. 2x 8" CEILING JOISTS @ 16" O.C. 2x 8" CEILING JOISTS @ 16" O.C. RIDGE BOARD 2" X 12" EXISTING FOUNDATION WALL TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING SLAB-ON-GRADE TO REMAIN EXISTING FLOOR JOIST TO REMAIN EXISTING FLOOR JOIST TO REMAIN EXISTING FLOOR JOIST TO REMAIN W2 D-0 W2 D-0 W2 D-0 W2 D-0 EXISTING EXTERIOR WALL TO REMAIN EXISTING EXTERIOR WALL TO REMAIN W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W2 D-0 W1 D-0 W1 D-0 W1 D-0 W1 D-0 EXISTING DOOR W04W04 EXISTING DOOR D02D02 W02W02 W01W01 EXISTING WINDOW W01W01 W03W03 W01W01 W07W07 D02D02 EXISTING DOOR EXISTING DOORWAY D05D05D05D05D01D01 D01D01 W02W02 D01D01 W07W07 7' 7'-5" 7'-5" 3' FAMILY ROOM SMOKE DETECTOR ENTRY GARAGE DINING KITCHEN CLOSET PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) HALL PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2x6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2x6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH R. BEDROOMMASTER BEDROOM CONSTRUCTION CEILING: · 1/2" GYPSUM BOARD (GWB); · 1X3 WOOD STRAPPING · CEILING JOIST @ 16" O.C.; · R-30 INSULATION BETWEEN JOISTS; · VAPOR BARRIER (IF REQUIRED BY CLIMATE ZONE); · CEILING FINISH 2X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5) RAFTERS SPANS 2 X 1 0 " @ 1 6 O .C R O O F R A F T E R S 2 X 10" @ 16 O.C R O O F R A F T E R S COLLAR TIE ON EACH RAFTERS (2X6) CT1/CT2 D-0 CT1/CT2 D-0 ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. 2x 8" CEILING JOISTS @ 16" O.C. 2x 8" CEILING JOISTS @ 16" O.C. STORAGE PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) HALL COLLAR TIE ON EACH RAFTERS (2X6)CT1/CT2 D-0 CT1/CT2 D-0 PROPOSED FLUSH BEAM: (3) 1-3/4" x 11-7/8" LVL BEAM SMOKE DETECTOR EXISTING FOUNDATION WALL TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING SLAB-ON-GRADE TO REMAIN EXISTING FLOOR JOIST TO REMAIN W2 D-0 W2 D-0 PROPOSED 6" X 6" HSS STEEL POST WITH ALIGNED FOUNDATION WALL EXISTING EXTERIOR WALL TO REMAIN W2 D-0 W2 D-0 W1 D-0 W1 D-0 W1 D-0 W1 D-0 W2 D-0 W2 D-0 PROPOSED 6" X 6" HSS STEEL POST WITH ALIGNED BEARING WALL PROPOSED 6" X 6" POST WITH ALIGNED FOUNDATION WALL PROJECTION: PROPOSED 6" X 6" POST WITH ALIGNED THE BEAM PROPOSED FLUSH BEAM: STEEL BEAM W10×77 PROPOSED 3 1/2" Ø LALLY COLUMN WITH 24" x 24" x 12" FOOTING PAD W/ #5 HORIZONTAL BARS – TYP. PROPOSED FOOTING PAD W/ #5 HORIZONTAL BARS – TYP. EXISTING BEAM TO REMAIN. VERIFY IN FIELD (VIF) ITS EXISTENCE AND CONDITION. IF FOUND TO BE NONCOMPLIANT, CONTACT THE DESIGNER. D02D02 EXISTING DOOR EXISTING DOORWAY D05D05D05D05D01D01 D01D01 W02W02 D01D01 W07W07 W03W03 W03W03 W07W07 7'-5" 7' 7'-5" 3' 7' 7'-5" UTILITY & PLAY AREA SMOKE DETECTOR FAMILY ROOM TOOL ROOM DININGLIVING FAN PLAY ROOM PROPOSED INTERIOR WALL: - 2" x 6" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) T. OFFICE PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2x6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2x6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH WALK-IN CLOSETMASTER BEDROOM CONSTRUCTION CEILING: · 1/2" GYPSUM BOARD (GWB); · 1X3 WOOD STRAPPING · CEILING JOIST @ 16" O.C.; · R-30 INSULATION BETWEEN JOISTS; · VAPOR BARRIER (IF REQUIRED BY CLIMATE ZONE); · CEILING FINISH 2X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5) RAFTERS SPANS 2 X 1 0 " @ 1 6 O .C R O O F R A F T E R S 2 X 10" @ 16 O.C R O O F R A F T E R S COLLAR TIE ON EACH RAFTERS (2X6) CT1/CT2 D-0 CT1/CT2 D-0 ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. 2x 8" CEILING JOISTS @ 16" O.C. 2x 8" CEILING JOISTS @ 16" O.C. COLLAR TIE ON EACH RAFTERS (2X6)CT1/CT2 D-0 CT1/CT2 D-0 SMOKE DETECTOR 2x 8" CEILING JOISTS @ 16" O.C. PROPOSED FLUSH BEAM: (3) 1-3/4" x 11-7/8" LVL BEAM SMOKE DETECTOR PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2x6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH RIDGE BOARD 2" X 12" EXISTING FOUNDATION WALL TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING SLAB-ON-GRADE TO REMAIN EXISTING FLOOR JOIST TO REMAIN EXISTING FLOOR JOIST TO REMAIN EXISTING EXTERIOR WALL TO REMAIN EXISTING EXTERIOR WALL TO REMAIN W2 D-0 W2 D-0 W2 D-0 W2 D-0 W1 D-0 W1 D-0 W1 D-0 W1 D-0 EXISTING BEARING WALL TO REMAIN EXISTING EXTERIOR WALL TO REMAIN W1 D-0 W1 D-0 PROPOSED FLUSH BEAM: STEEL BEAM W10×77 PROPOSED 6" X 6" HSS STEEL POST WITH ALIGNED FOUNDATION WALL PROJECTION: PROPOSED 6" X 6" POST WITH ALIGNED FOUNDATION WALL EXISTING EXTERIOR WALL TO REMAIN PROPOSED 3 1/2" Ø LALLY COLUMN WITH 24" x 24" x 12" FOOTING PAD W/ #5 HORIZONTAL BARS – TYP. PROPOSED FOOTING PAD W/ #5 HORIZONTAL BARS – TYP. EXISTING BEAM TO REMAIN. VERIFY IN FIELD (VIF) ITS EXISTENCE AND CONDITION. IF FOUND TO BE NONCOMPLIANT, CONTACT THE DESIGNER. W03W03 W03W03 W07W07 EXISTING DOOR D06D06D01D01D06D06 W07W07 3' 7'-5" 7'-5" ENTRYBATH/ LAUNDRY HALLBATH PANTRY PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) BATH PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2x6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH PROPOSED EXTERIOR WALL: - WEATHER-RESISTANT BARRIER OVER SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 2x6 SPF #2 STUDS @ 16" OC - CAVITY INSULATION R-20 MIN + R-5 CONTINUOUS EXTERIOR INSULATION - 1/2" GYPSUM BOARD INTERIOR FINISH OFFICE CONSTRUCTION CEILING: · 1/2" GYPSUM BOARD (GWB); · 1X3 WOOD STRAPPING · CEILING JOIST @ 16" O.C.; · R-30 INSULATION BETWEEN JOISTS; · VAPOR BARRIER (IF REQUIRED BY CLIMATE ZONE); · CEILING FINISH 2 X 1 0 " @ 1 6 O .C R O O F R A F T E R S 2 X 10" @ 16 O.C R O O F R A F T E R S COLLAR TIE ON EACH RAFTERS (2X6) CT1/CT2 D-0 CT1/CT2 D-0 ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. ROOF CONSTRUCTION – IRC 2021 & 780 CMR COMPLIANT -ASPHALT SHINGLES OVER 1 LAYER OF APPROVED UNDERLAYMENT (IRC R905.2), -INSTALLED ON 5/8" CDX PLYWOOD SHEATHING (IRC R803). - 2"X10" @16 O.C ROOF RAFTERS SEE TABLE R802.4.1(5). - 2" x 12" RIDGE BOARD - ATTIC INSULATION R-49 MINIMUM (IRC N1102.1.3, CZ 5 – MASSACHUSETTS). - 1"X3" WOOD STRAPPING FOR CEILING SYSTEM. - 1/2" GWB CEILING FINISH (IRC R702.3). - ROOF PITCH 8:12. 2x 8" CEILING JOISTS @ 16" O.C. SMOKE DETECTOR SMOKE DETECTOR SMOKE DETECTOR HALL PROPOSED INTERIOR WALL: - 2" x 4" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) PROPOSED BEARING INTERIOR WALL: - 2" x 6" SPF #2 STUDS @ 16" OC - CAVITY INSULATION: R-13 MIN (WHERE REQUIRED) - 1/2" GYPSUM BOARD (BOTH SIDES) CLOSET 2x 8" CEILING JOISTS @ 16" O.C. EXISTING FOUNDATION WALL TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING SLAB-ON-GRADE TO REMAIN EXISTING FLOOR JOIST TO REMAIN EXISTING FLOOR JOIST TO REMAIN EXISTING EXTERIOR WALL TO REMAIN EXISTING EXTERIOR WALL TO REMAIN W2 D-0 W2 D-0 W1 D-0 W1 D-0 W1 D-0 W1 D-0 ASSUMED BEARING WALL – VERIFY IN FIELD EXISTING EXTERIOR WALL TO REMAIN EXISTING POST TO REMAIN ASSUMED BEARING WALL – VERIFY IN FIELD W2 D-0 W2 D-0 EXISTING BEAM TO REMAIN. VERIFY IN FIELD (VIF) ITS EXISTENCE AND CONDITION. IF FOUND TO BE NONCOMPLIANT, CONTACT THE DESIGNER. EXISTING DOOR D06D06D01D01D06D06 W07W07 THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-14 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROPOSED CROSS SECTIONS PROPOSED CROSS SECTION - S1 SCALE: 1/4" = 1'-0" PROPOSED CROSS SECTION - S2 SCALE: 1/4" = 1'-0" PROPOSED CROSS SECTION - S3 SCALE: 1/4" = 1'-0" PROPOSED CROSS SECTION - S4 SCALE: 1/4" = 1'-0" 84" 24" 28"28" 30" 12" 56" BATH/LAUNDRY 36" 36" 20 1/2"15" BATH/LAUNDRY 36" 36" 89" 46" 21"15" BATH 28" 61" 26" 26" 28" 24" 61" 24" 70" 32" 48" C. OFFICE 89" 32"44" 36" 36" 14" 14" 16" 12" 14" 14" PANTRY 36" 36"36" 44" 36" PANTRY 36" 12 1/2" 36"26"12"34 1/2" 16" 72" 36" 34" 26"24"22" 19" 36" 44" KITCHEN 36" 26" 26" 36" 19" 34" 24"18"28"12" 34" 19" KITCHEN 36" 30"30"30" 34" 12" 36" 24" 19" KITCHEN 36" 36"46" 89" 15"21" BATH 36" 32" 20" 32" 89" 19"15" MASTER BATH 89" 52"42"42" 21" 21" 23"29" WALK-IN CLOSET 89" 28" 36"42 1/2" 44" 21" 22" 21" 24" WALK-IN CLOSET 89" 42"42" 28" 24" WALK-IN CLOSET 89" 42"36"36" 21"21" 21" 21" WALK-IN CLOSET 28" 34"38"44" 61" 61" 34"44" 48" 48" 32" T. OFFICE THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-15 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED PROPOSED INTERIOR ELEVATION - IE1 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE2 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE3 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE4 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE5 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE6 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATIONS PROPOSED INTERIOR ELEVATION - IE7 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE8 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE9 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE10 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE11 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE12 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE13 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE14 SCALE: 1/4" = 1'-0"PROPOSED INTERIOR ELEVATION - IE15 SCALE: 1/4" = 1'-0" PROPOSED INTERIOR ELEVATION - IE16 SCALE: 1/4" = 1'-0" D3 - ATTACHING TO BUILDING (LEDGER DETAIL) SB1 - STEEL BEAM CONNECT For SI: 1 inch = 25.4 mm RD - RIDGE DETAIL 06 - FOUNDATION CONNECTION 09 - TOP OF DECK STAIR-STRIGER ATTACH11 - LATERAL CONNECTOR D1 - DECK DETAIL THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY SHEET: SCALE: DATE: 04/28/2026 A-16 PROJECT ADDRESS: 14 Gallows Hill Rd. - Salem, MA INDICATED DETAILS D-0 W1 - EXTERIOR WALL ASSEMBLY SD - SOFFIT DETAIL WF2 - FIRE RESISTANCE WALLW2 - INTERIOR WALL CT1 - COLLAR TIE DISTANCE X=2/3 THE RAFTER LENGTH CT2 - COLLAR TIE (1) LAYER 5/8'' GWB, PTD CON'T VAPOR RETARDER 2X6 WOOD STUDS AT 16'' O.C. CAVITY INSULATION R-20 MIN 1/2'' CDX PLWD SHEATHING CON'T AIR AND WATER BARRIER EXTERIOR SIDING U-RATING: U-0.044 MAX SIM UL U408 R-5 CONTINUOUS EXTERIOR INSULATION RL1 - CONNECTION TO BUILDING MC - METAL CONNECTOR OPTIONS FOR WOOD STRUCTURES FL1 - FLOOR DETAIL LF1 - LEDGER FASTENER SPACING B1 - (BEAM DETAIL) CONSTRUCTION FIRST FLOOR: FLOOR ASSEMBLY: FLOOR FINISH 3/4" T&G PLYWOOD SUBFLOOR JOIST @16" O.C. WITH R-30 INSULATION AIR-SEALING OF THE FLOOR ASSEMBLY TO PREVENT TEMPERATURE AND AIR TRANSFER F2 - FOUNDATION CONNECTIONF1 - STEM WALL FOUNDATION WITH SLAB-ON-GRADE RD1 - RIDGE BOARD DETAIL D5 - GUARD CONSTRUCTION D2 - LATERAL CONNECTOR D4 - TOP OF DECKS STAIR-STRIGER ATTACH E1 - (STAIR DETAIL)E2 - (STAIR DETAIL)E3 - STAIR BASE FOOTING