Elevation and Floor PlanNO SCALE
GENERAL NOTES:
DRAWINGS ARE REPRESENTATIVE DOCUMENTS TO FACILITATE CONSTRUCTION. CONTRACTOR
SHOULD FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. THE HEIGHTS
OF GRADE INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE PROVIDED FOR
INFORMATION ONLY. THE ACTUAL GRADE ELEVATIONS SHOULD BE IDENTIFIED IN A SITE PLANS BY
A REGISTERED LAND SURVEYOR. NOTIFY DESIGNER OF ANY ALTERATIONS OR DISCREPANCIES
BEFORE PROCEEDING WITH WORK AND IMMEDIATELY UPON DISCOVERY.
SECTIONS AND DETAILS SHOWN, WHILE DRAWN FOR SPECIFIC LOCATIONS ARE INTENDED TO
ESTABLISH THE GENERAL TYPES OF DETAILS TO BE USED THROUGHOUT. WORK NOT INDICATED
ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT
CORRESPONDING PLACES, SHALL BE REPEATED.
SHOULD THE CONTRACTOR AND/OR OWNER DESIRE ANY ALTERATIONS TO THIS SET OF PLANS, OR
IF ANY DISCREPANCIES OR OMISSIONS ARE IDENTIFIED, THE SAME MUST BE PRESENTED/
COMMUNICATED IN WRITING IMMEDIATELY. UNDER NO CIRCUMSTANCE SHALL THE WORK
CONTINUE UNTIL A REASONABLE SOLUTION IS AGREED UPON BETWEEN ALL STAKEHOLDERS.
CONTRACTOR TO VERIFY AND/OR ESTABLISH ALL EXISTING CONDITIONS AND DIMENSIONS AT THE
SITE AND TO NOTIFY OWNER/DESIGNER OF ANY DISCREPANCIES AND/OR DEVIATIONS FROM
DRAWINGS. PROPOSED REMEDIES, IF REQUIRING ADDITIONAL WORK, ARE TO BE SUBMITTED FOR
APPROVAL IN THE FORM OF WRITTEN CHANGE ORDERS TO THE OWNER IN ACCORDANCE WITH THE
TERMS OF THE CONTRACT BEFORE ORDERING MATERIAL OR COMMENCING WITH WORK.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE
ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING
OR FABRICATING ANY WORK.
DRAWINGS SHALL NOT BE SCALED BY HAND. USE ONLY PRINTED DIMENSIONS TO IDENTIFY SIZE
AND DIMENSION OF MATERIALS AS SHOWN. CONTACT THE DESIGNER TO VERIFY ANY DIMENSION
THAT HAS BEEN OMITTED FROM THESE PLANS.
CONTRACTOR AND SUB-CONTRACTORS SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED
TO COMPLETE WORK, OR MAKE PARTS FIT TOGETHER PROPERLY WITHOUT COMPROMISING
QUALITY OF WORK.
MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEM ARE INDICATED ON
ARCHITECTURAL DRAWINGS FOR COORDINATION ONLY.
BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND
CONNECTIONS BEFORE CONSTRUCTION BEGINS.
ALL NAILS AND FASTENERS IN AREAS PRONE TO MOISTURE SHALL BE "HOT DIPPED GALVANIZED"
UNLESS OTHERWISE NOTED.
THE CONTRACTOR AND SUBCONTRACTORS SHALL KEEP SUFFICIENT WORKMEN ON THE JOB SITE
AT ALL TIMES TO PERFORM WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD
WORKMANSHIP, SOUND BUSINESS PRACTICE AND IN THE BEST INTEREST OF THE OWNER.
INCOMPETENT WORKERS WILL NOT BE RETAINED ON THE JOBSITE.
FIRE SAFETY: STORE ALL CONSTRUCTION MATERIALS IN A SECURE AND LOCKED AREA
CONTROLLED BY THE CONTRACTOR. AT NO TIME DURING THE WORK SHALL STORED MATERIALS
OR TOOLS BLOCK OR IMPEDE A PATH OF EMERGENCY MEANS OF EGRESS. DO NOT ALTER OR
NEGATE THE FIRE-RATING OF EXISTING CONSTRUCTION TO REMAIN. MAINTAIN FULL AND PROPER
OPERATION OF THE BUILDING FIRE ALARM SYSTEM FOR THE DURATION OF THE WORK. PROVIDE
FIRESAFING AT ALL PENETRATIONS MADE THROUGH NEW AND ETR FIRE-RATED CONSTRUCTION
TO PROVIDE/MAINTAIN REQUIRED FIRE SEPARATION RATING.
PROJECT INFORMATION
SHEET, NOTES AND LEGENDS
PROJECT ADDRESS:
17 LINCOLN RD. - SALEM, MA
ADU ADDITION - RESIDENTIAL - 563 sqft
LICENSES: PLUMBING, FIRE PROTECTION, ELECTRICAL AND TELEDATA WORK SHALL
BE PERFORMED BY QUALIFIED, EXPERIENCED PERSONS CURRENTLY LICENSED IN
THEIR RESPECTIVE TRADE.
WORK HOURS: COORDINATE THE SCHEDULING OF ALL WORK WITH THE OWNER, OR
BUILDING MANAGER TO MINIMIZE DISRUPTIONS TO THE BUILDING OPERATIONS,
AND ITS OCCUPANTS. OBTAIN AND FOLLOW AVAILABLE RULES AND PROCEDURES
FOR WORK PERFORMED WITHIN THE BUILDING. COORDINATE WORK PROCEDURES
WITH THE REQUIREMENTS OF THE LOCAL AUTHORITIES (WHERE APPLICABLE).
PROTECTION OF FURNISHINGS: PROTECT ETR FURNITURE AND EQUIPMENT FROM
DAMAGE AND DUST. COORDINATE TEMPORARY REMOVAL AND STORAGE OF
FURNITURE AND EQUIPMENT WITH THE OWNER.
CONTROLS: TAKE ALL REASONABLE MEASURES TO LIMIT DEMOLITION AND
CONSTRUCTION NOISE FROM DISRUPTING EXISTING BUILDING OCCUPANTS.
MAINTAIN OR PROVIDE APPROPRIATE EXITS AND EXITWAYS THROUGHOUT
CONSTRUCTION.
PLUMBING, MECHANICAL AND ELECTRICAL (PME)
NOTES:
TYPICAL TO ALL CONDITIONS UNLESS OTHERWISE INDICATED OR SPECIFIED:
1)STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY
IMPROPER CUTTING OR DRILLING.
2)ALL PME WORK SHALL COMPLY WITH ALL APPLICABLE CODES, BE PERFORMED
BY A LICENSED TRANSPERSONAL AND BE COMPLETED IN ACCORDANCE WITH
THE DIRECTION OF ALL LOCAL BUILDING CODE OFFICIALS. SUB-CONTRACTORS
AND TRADES-PERSONS ARE RESPONSIBLE FOR OBTAINING REQUIRED PERMITS
FOR THEIR TRADE, SCHEDULING AND COMPLETING REQUIRED INSPECTIONS
AND OPERATING ON A REASONABLE AND EFFICIENT SCHEDULE THAT DOES NOT
DELAY THE WORK OF OTHER TRADES.
3)ALL MATERIALS SHALL BE SIZED IN ACCORDANCE WITH THE PROPOSED PLANS,
ALLOWING FOR FUTURE EXPANSION IF INDICATED. ALL WORK SHALL BE
INSTALLED SO THAT REQUIRED PARTS ARE READILY AVAILABLE AND
ACCESSIBLE FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR.
4)ALL PRODUCTS, MATERIALS AND FIXTURES SHALL BE INSTALLED IN A MANNER
CONSISTENT WITH SOUND PRACTICE AND QUALITY WORKMANSHIP.
FRAMING NOTES:
(USE BELOW UNLESS OTHERWISE NOTED)
1- USE STRONG DRIVE CONNECTORS AT ALL COLUMN TO BEAM CONNECTIONS.
2- ALL MULTI PLY BEAMS SHALL BE FASTENED PER MANUFACTURER'S
RECOMMENDATION, UNLESS OTHERWISE SPECIFIED.
3- 3/4" T&G SUBFLOORING SHALL BE GLUED AND NAILED TO FRAMING MEMBERS
AT 6" O.C.MIN. USE RING SHANK 8(d) NAILS.
4- USE STRONG DRIVE JOIST HANGERS AT ALL FLUSH CONNECTIONS TO BEARING
BEAMS
5- COLUMNS SHALL BE CONTINUOUS TO FOUNDATION OR FOOTINGS IN
BASEMENTS. CONSULT WITH DESIGN PROFESSIONAL IF CONTINUITY IS NOT
POSSIBLE
6- SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ENGINEERED
STRUCTURAL COMPONENTS. NO HOLES OR NOTCHES SHALL BE MADE TO ANY
BEAM WITHOUT APPROVAL OF DESIGN PROFESSIONAL UNLESS ALLOWED IN
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
7- USE SIMPSON® METAL CONNECTORS AT ALL COLUMN TO BEAM CONNECTIONS
AS WELL AS AT ALL COLUMN BOTTOM ATTACHMENTS. ALSO USE SIMPSON METAL
CONNECTORS AT ALL JOIST TO BEAM AND BEAM TO BEAM CONNECTIONS.
CONSULT WITH DESIGN PROFESSIONAL IF ANY CONNECTOR IS NOT SPECIFIED IN
PLANS.
8- ALL STEEL BEAMS AND COLUMNS TO CONSIST OF Fy=50KSI STEEL GRADE
9- ALL KD & PT WOOD SHALL SET ALL CONSIST OF SPF#2 OR BETTER
10- INSTALL FIRE BLOCKING BETWEEN STORIES PER IRC R302.11, R602.8
11- ALL COLUMNS WHICH PENETRATE ANY HORIZONTAL FRAMED ASSEMBLY
SHALL BE SOLID BLOCKED WITH GLUE AND NAILED KD 2X'S BLOCKING TO INSURE
LOAD PATH CONTINUITY BETWEEN STORIES. ALL LOAD BEARING COLUMNS
SHALL EVENTUALLY REACH A FOUNDATION WALL, FOOTING AND/OR A
TRANSITIONAL BEAM. ANY DISCREPANCIES, IF ENCOUNTERED MUST BE
COMMUNICATED WITH DESIGN PROFESSIONAL BEFORE PROCEEDING.
12- REPLACE EXISTING DAMAGED JOISTS/STUDS/RAFTERS.
13- ALL WINDOWS WITH THE EXPOSED FRAMING MUST BE REPLACED AS HEADER
FOR A MINIMUM DBL 1 1/2" X 9 1/4" WITH DBL JACK STUDS.
14- BUILD TEMPORARY WALLS TO SUPPORT FLOORS AND BEAM SYSTEMS
DURING REMOVAL AND REINSTALLATION OF NEW BEAMS, COLUMNS AND JOISTS
15- ALL STAIRCASE, HANDRAILS AND GUARDRAILS TO COMPLY WITH PROVISIONS
OF IRC2015 CHAPTER 3 SECTIONS R311 AND R312 AND MA/CMR780 9th EDITION
AMENDMENTS.
**** IT IS THE CONTRACTOR'S AND/OR SUBCONTRACTOR'S RESPONSIBILITY TO
UNDERSTAND THE INTENDED LOAD PATHS AND ENSURE VERTICAL ALIGNMENT
OF ALL LOAD BEARING COMPONENTS BEFORE PERMANENT INSTALLATION. THE
CONTRACTOR/SUBCONTRACTOR MUST ALSO NOTIFY THE DESIGN
PROFESSIONAL IN WRITING OF SUCH CHANGES/VARIATIONS. IF THE ACTUAL
SITE DIMENSIONS VARY/CHANGE MORE THAN 1" TO 2" FROM WHAT HAS BEEN
DESIGNED AT ANY LOCATION, THE CONTRACTOR/SUBCONTRACTOR MUST
OBTAIN WRITTEN PERMISSION FROM DESIGN PROFESSIONAL BEFORE
EXECUTING THE WORK. ADDITIONALLY CONCRETE SLABS SHALL NOT BE
POURED UNTIL ALL COLUMN BEARING FOOTINGS HAVE BEEN POURED AT
THEIR DESIGNATED LOCATIONS****
FINISH NOTES:
RENDERINGS ARE NOT TO SCALE; ALL RENDERINGS ARE FOR ARTISTIC DEPICTION ONLY.
PLAN UPDATES MAY NOT BE REFLECTED IN RENDERINGS. RENDERINGS SHALL NOT BE
USED FOR CONSTRUCTION.
BASE BOARDS SHALL BE 6" IN ALL ROOMS, UNO.
FINAL FINISHES SHALL BE CONFIRMED WITH THE HOME OWNER PRIOR TO APPLICATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS TO THE
SUB-CONTRACTORS UNDER HIS JURISDICTION.
THE CONTRACTOR IS TO COORDINATE THE WORK OF ALL SUB-CONTRACTORS,
INCLUDING THE TIMING AND SCHEDULING OF THEIR WORK AND THE LAYOUT OF THEIR
SYSTEMS. THE CONTRACTOR SHALL PROVIDE ALL SUB-CONTRACTORS WITH NECESSARY
POWER AND ACCESS AND CONNECTIONS THROUGH FOUNDATION WALLS AS REQUIRED.
THE CONTRACTORS SHALL ACKNOWLEDGE THAT CONSTRUCTION SITES ARE DIFFICULT
AND DANGEROUS PLACES TO WORK BY NATURE. AS SUCH, ALL NECESSARY
PRECAUTIONS WILL BE TAKEN TO ENSURE SAFETY AND GENERAL WELL BEING OF HIS
EMPLOYEES. CONTRACTOR SHALL PROVIDE GUARDS, RAILS, BARRICADE, FENCES,
CATCH PLATFORMS, BRIDGING, ETC., AS REQUIRED.
CONTRACTORS AND SUB-CONTRACTORS SHALL FURNISH SAMPLES OF ALL MATERIALS,
AND/OR FINISHES AS SPECIFIED FOR CONSTRUCTION AT THE REQUEST OF THE
DESIGNER, OWNER OF 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
EXISTING EXTERIOR ELEVATIONS
EXISTING 3D VIEW
A-4 DEMOLITION PLANS
A-5 PROPOSED PLANS,
SCHEDULES
A-6 PROPOSED PLAN
PROPOSED 3D VIEW
A-7 EXTERIOR ELEVATIONS
A-8 PROPOSED FRAME PLANS
A-9 PROPOSED ELECTRICAL PLAN
A-10 PROPOSED CROSS SECTIONS
PROPOSED INTERIOR ELEVATIONS
A-11 ILLUSTRATIVE IMAGES
D-0 DETAILS
SHEET:
SCALE:
DATE:
12/18/2025
A-1
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
LIST OF DRAWINGS:
A-1 PROJECT INFORMATION SHEET
NOTES AND LEGENDS
ILLUSTRATIVE IMAGES
A/2 PROJECT INFORMATION SHEET
A-3 EXISTING BASEMENT PLAN
EXISTING FIRST FLOOR PLAN
EXISTING SECOND FLOOR PLAN
EXISTING ROOF PLAN
EXISTING 3D VIEW
A-4 EXISTING EXTERIOR ELEVATION
A-5 DEMOLITION BASEMENT FLOOR PLAN
DEMOLITION FIRST FLOOR PLAN
DEMOLITION SECOND FLOOR PLAN
DEMOLITION ROOF PLAN
A-6 PROPOSED BASEMENT PLAN
PROPOSED FIRST FLOOR PLAN
PROPOSED SECOND FLOOR PLAN
PROPOSED ROOF PLAN
A-7 PROPOSED EXTERIOR ELEVATION
A-8 PROPOSED FIRST FLOOR FRAME
PROPOSED SECOND FLOOR FRAME
PROPOSED CEILING FRAME
PROPOSED ROOF FRAME
A-9 TYPICAL CROSS SECTIONS
PROPOSED INTERIOR ELEVATIONS
A-10 PROPOSED ILLUSTRATIVE IMAGES
A-11 CONSTRUCTION DETAILS
PROJECT SCOPE:
THIS PROJECT CONSISTS OF THE
CONSTRUCTION OF AN ACCESSORY DWELLING
UNIT (ADU) WITH A FUNCTIONAL LAYOUT THAT
INCLUDES A FULL KITCHEN WITH ISLAND,
INTEGRATED LIVING AREAS, ONE BEDROOM, ONE
BATHROOM, A LAUNDRY ROOM, AND A CENTRAL
HALLWAY THAT ENSURES GOOD CIRCULATION.
THE PROJECT WAS DESIGNED TO PROVIDE
COMFORT, PRIVACY, AND FLEXIBILITY, AND IS IN
COMPLIANCE WITH THE REQUIREMENTS OF THE
IRC 2021.
STRUCTURAL DESIGN CRITERIA:
SOIL MATERIAL SHALL BE INSPECTED DURING EXCAVATION BY SDA
ASSOCIATES AND THE BUILDING INSPECTOR BEFORE FOUNDATIONS ARE
PLACED.
DESIGN IS BASED ON A MINIMUM SOIL LOAD-BEARING PRESSURE OF 2,000
PSI.
USE LIVE LOAD (PSF) DEAD LOAD (PSF)
SLEEPING ROOMS 30 10
OTHER THAN SLEEPING ROOMS 40 10
ROOF 50 (GROUND SNOW LOAD) 15
INDICATED
SHEET:
SCALE:
DATE:
12/18/2025
A-2
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
PROJECT INFORMATION
SHEET, NOTES AND LEGENDS
ARCHITECTURAL:
A1.MINIMUM 4-MIL POLYETHYLENE VAPOR RETARDER OVER THE INSULATION ON THE INSIDE (WARM
SIDE) OF ALL EXTERIOR WALLS AND ROOF CEILINGS - IRC 2021- R702.7
A2.EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTIVE EXTERIOR WALL
ENVELOPE. PROVIDE WEATHER-RESISTIVE BARRIER FLASHING DETAILS FOR WINDOWS, DOOR AND
OTHER OPENINGS IN THE BUILDING ENVELOPE, INCLUDE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. ALSO PROVIDE FLASHING DETAILS FOR OVER DOORS, WINDOWS, SILLS, AT
FOUNDATION, COLUMNS, AND OTHER LOCATIONS REQUIRING FLASHING - IRC 2021- R703.1
A3.THE DRAWINGS THAT INSPECTIONS ARE REQUIRED FOR ALL STUCCO AND EIFS SYSTEMS. PROVIDE
PRODUCT SPECIFICATIONS AND ICBO EVALUATION REPORT (OR EQUAL) FOR ANY STUCCO OR EIFS
SYSTEM USED - IRC 2021- R703.7, R703.9
A4.SILLS OF EXTERIOR WINDOWS WHICH ARE LOCATED MORE THAN 6 FEET ABOVE GRADE, AND LESS
THAN 24 INCHES ABOVE THE INTERIOR FLOOR SURFACE MUST MEET SOME NEW REQUIREMENTS.
THE AREA OF THE WINDOW LESS THAN 24 INCHES ABOVE THE INTERIOR FLOOR SURFACE MUST
NOW BE FIXED OR HAVE AN OPENING OR A GUARD WHICH DOES NOT ALLOW THE PASSAGE OF A 4
INCH DIAMETER SPHERE - IRC 2021- R312.2
A5.A PERMANENT CERTIFICATE SHALL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL
LISTING THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING /ROOF, WALLS,
FOUNDATION, (SLAB, BASEMENT WALL, CRAWLSPACE WALL AND /OR FLOOR) AND DUCTS OUTSIDE
THE CONDITIONED SPACES; U-FACTORS OF WINDOWS, AND THE SOLAR HEAT GAIN COEFFICIENT OF
WINDOWS. THE TYPE AND EFFICIENCY OF HEATING, COOLING AND SERVICE WATER HEATING
EQUIPMENT SHALL ALSO BE LISTED. NOTE: THE LISTING WILL NOT ALLOW YOU TO DRILL OR MODIFY
THE PANEL OR COVER IN ANY WAY TO ACCOMPLISH THIS - IRC N1101.9
A6.STAIR RISER HEIGHT. THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4"INCHES (196 MM). THE RISER
SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. STATE
AMENDMENT TO THE IRC. IF OPEN RISERS ARE PROVIDED, THE OPENINGS SHALL BE LESS THAN 4" -
IRC- 2021 R311.7.5.1 (SEE ITEM A63(1) THAT MAY APPLY TO EXTERIOR STAIRS)
A7.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY
MORE THAN J INCH (9.5 MM) - IRC- 2021 R311.7.5.1
A8.STAIR TREAD DEPTH. THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES (254 MM). THE TREAD DEPTH
SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST
PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE
GREATEST TREAD DEPTH - IRC- 2021 R311.7.5.2
A9.STAIR TREAD NOSING: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE
NO GREATER THAN 9/16 INCH (914.3 MM). A NOSING NOT LESS THAN¾ INCH (19 MM) BUT NOT MORE
THAN 1 ¼ INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST
NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8
INCH (9.5 MM) BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND
LANDINGS. BEVELING OF NOSING SHALL NOT EXCEED½ INCH (12.7 MM). RISERS SHALL BE VERTICAL
OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT
MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED, PROVIDED
THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4 INCH (102 MM)
DIAMETER SPHERE. IRC- 2021 R311.7.5.3
STRUCTURAL:
S1.PROVIDE DOUBLE JOISTS UNDER BEARING PARTITIONS WHICH ARE PARALLEL TO
FLOOR JOISTS - IRC-2021 R502.4
S2.PROVIDE SOLID BLOCKING AT BEARING POINTS ON FLOOR JOISTS OR RAFTERS -
IRC-2021 R502.7
S3.PROVIDE T&G UNDERLAY-GRADE PLYWOOD AND NAILING SCHEDULE FOR SUBFLOOR
IF THERE IS NOT ADDITIONAL PARTICLEBOARD - IRC-2021 R503.2
S4.EXTERIOR WALLS MORE THAN 10' HIGH SHOULD BE INVESTIGATED TO DETERMINE THE
ABILITY OF THE STUDS TO RESIST THE REQUIRED WIND LOADS, COMBINED WITH ANY
AXIAL LOADS - IBC 2306
S5.FIRE BLOCK STUD SPACES AT SOFFITS, FLOOR AND CEILING JOIST LINES, AT 10 FT
VERTICALLY AND HORIZONTALLY, AND AT OPENINGS BETWEEN ATTIC SPACES AND
CHIMNEY SPACES FOR FACTORY-BUILT CHIMNEYS, AND AT ANY OTHER LOCATIONS
NOT SPECIFICALLY MENTIONED WHICH COULD AFFORD PASSAGE FOR FLAMES -
IRC-2021 R302.11
S6.PROVIDE HURRICANE TIES ON ALL RAFTERS AND TRUSSES - IRC-2021 R802.11.1
S7.CONTRACTOR RESPONSIBLE TO ENSURE NO STRUCTURAL BEARING WALL ARE
REMOVED WITHOUT THE INSPECTION OF THE DESIGN ENGINEER AND BUILDING
INSPECTOR. ADDITIONALLY, IF ANY EXISTING STRUCTURAL ELEMENTS TO REMAIN
SHOULD BE IN GOOD CONDITION. IF NOT SHOULD BE REPLACED. IT IS AT THE
DISCRETION OF THE CONTRACTOR TO DETERMINE IF SOMETHING IS IN GOOD
CONDITION OR NOT.
5502.3 ALLOWABLE JOIST SPANS.
SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH 780 CMR TABLES 5502.3.1(1)
AND 5502.3.1(2). FOR OTHER GRADES AND SPECIES AND FOR OTHER LOADING
CONDITIONS, REFER TO THE AF&PA SPAN TABLES FOR JOISTS AND RAFTERS, OR THE
AF&PA MAXIMUM SPAN CALCULATOR FOR JOISTS & RAFTERS.
R802.3.1 CEILING JOIST AND RAFTER CONNECTIONS.
WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL PLATE,
JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER TIES, OR
RAFTER TIES SHALL BE INSTALLED TO PROVIDE 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 (51 MM BY 102 MM) (NOMINAL), INSTALLED
IN ACCORDANCE WITH THE CONNECTION REQUIREMENTS IN TABLE R802.5.1(9), OR
CONNECTIONS OF EQUIVALENT CAPACITIES 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.
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)
50 PSF
TABLE
R301.2(2)
115 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
6ºF
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.
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
WINDOW
DN
10'
11'-11"
8'-11 1/2"
8'-8"
10'-10"
8'-7"
3'-9"
11"
11'-6"
11'-11"
10'-0" X 11'-11"
6'-9" X 8'-7"
9'-7" X 13'-6"
11'-6" X 11'-11"
EXISTING BEAM TO REMAIN
FLOOR JOISTS
FLOOR JOISTS
PROPOSED EXTERIOR WALL ·
BUILDING UNDERLAYMENT · 1/2" CDX
PLYWOOD SHEATHING · 2x6 #2 SPF
STUDS, @ 16" OC · INSULATION, MIN
R30 · 1/2" GWB
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 2''X12" RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 5" PITCH
R-56 MINERAL WOOL
ATTIC INSULATION
CEILING ASSEMBLY: R-60 INSULATION
2x10 CEILING JOIST @ 16 O.C. 1/2"
PLASTER BOARD W/ VENEER
PLASTER COAT
EXISTING
DEMOLITON
PROPOSED
PRIMARY
BEDROOM
BATH
BEDROOM
PORCH
EXISTING STAIR
TO THE PORCH
EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
TYPICAL WALL SECTION 01TYPICAL WALL SECTION 02TYPICAL WALL SECTION 03TYPICAL GARAGE SECTION
EXISTING
WINDOW
EXISTING
WINDOW
28'-9 1/2"
8'
4'-7"
9'-10 1/2"
5'-3 1/2"
14'-1"
7'-8"
4'-7"
3'-3"
EXISTING FOUNDATION TO REMAIN EXISTING FOUNDATION TO REMAIN
EXISTING FOUNDATION
EXISTING PORCH ABOVE
EXISTING STAIR TO
THE PORCH ABOVE
WALL SCHEDULE
2D SYMBOL WALL TYPE
EXISTING EXTERIOR WALL
EXISTING INTERIOR WALL
DECK RAILING/FENCE
EXISTING CONCRETE WALL
EXISTING PORCH SKIRTING
WINDOW SCHEDULE
3D EXTERIOR ELEVATION
EXISTING BEAM TO REMAIN
FLOOR JOISTS
FLOOR JOISTS
PROPOSED EXTERIOR WALL ·
BUILDING UNDERLAYMENT · 1/2" CDX
PLYWOOD SHEATHING · 2x6 #2 SPF
STUDS, @ 16" OC · INSULATION, MIN
R30 · 1/2" GWB
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 2''X12" RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 5" PITCH
R-56 MINERAL WOOL
ATTIC INSULATION
CEILING ASSEMBLY: R-60 INSULATION
2x10 CEILING JOIST @ 16 O.C. 1/2"
PLASTER BOARD W/ VENEER
PLASTER COAT
EXISTING
DEMOLITON
PROPOSED
EXISTING STAIR
TO THE PORCH
EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
TYPICAL WALL SECTION 01 TYPICAL WALL SECTION 02 TYPICAL WALL SECTION 03 TYPICAL GARAGE SECTION
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOWEXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOWEXISTING
WINDOW
EXISTING GROUND LEVEL
0' - 0"
EXISTING FIRST FLOOR LEVEL
3' - 1"
EXISTING ATTIC LEVEL
11' - 11"
EXISTING ROOF LEVEL
21' - 3"
EXISTING HOUSE TO REMAIN
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOWEXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOWEXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOW
EXISTING HOUSE TO REMAIN
EXISTING GROUND LEVEL
0' - 0"
EXISTING FIRST FLOOR LEVEL
3' - 1"
EXISTING ATTIC LEVEL
11' - 11"
EXISTING ROOF LEVEL
21' - 3"
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOW
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN
EXISTING ROOF
EXISTING ROOF
EXISTING ROOF
EXISTING ROOF
EXISTING ROOF
SHEET:
SCALE:
DATE:
12/18/2025
A-3
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
EXISTING BASEMENT PLAN
SCALE: 1/4" = 1'-0"EXISTING FRONT EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
EXISTING RIGHT EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
EXISTING FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
EXISTING ROOF PLAN
SCALE: 1/4" = 1'-0"
EXISTING 3D VIEW
SCALE: NO SCALE
INDICATED
EXISTING PLANS
EXISTING EXTERIOR ELEVATION
3D VIEW
EXISTING
WINDOW
EXISTING
WINDOW
DEMOLITION
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
WINDOW
DN
10'
11'-11"
8'-11 1/2"
8'-8"
10'-10"
8'-7"
3'-9"
11"
11'-6"
11'-11"
10'-0" X 11'-11"
6'-9" X 8'-7"
9'-7" X 13'-6"
11'-6" X 11'-11"
EXISTING BEAM TO REMAIN
FLOOR JOISTS
FLOOR JOISTS
PROPOSED EXTERIOR WALL ·
BUILDING UNDERLAYMENT · 1/2" CDX
PLYWOOD SHEATHING · 2x6 #2 SPF
STUDS, @ 16" OC · INSULATION, MIN
R30 · 1/2" GWB
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 2''X12" RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 5" PITCH
R-56 MINERAL WOOL
ATTIC INSULATION
CEILING ASSEMBLY: R-60 INSULATION
2x10 CEILING JOIST @ 16 O.C. 1/2"
PLASTER BOARD W/ VENEER
PLASTER COAT
EXISTING
DEMOLITON
PROPOSED
PRIMARY
BEDROOM
BATH
BEDROOM
PORCH
EXISTING STAIR
TO THE PORCH
EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
DEMOLITION RAILING
TEMPORARY SUPPORTS MUST BE
PLACED BEFORE THE REMOVAL OF THE
ROOF SUPPORT.
DEMOLITION
POST
DEMOLITION
POST
DEMOLITION
POST
TYPICAL WALL SECTION 01TYPICAL WALL SECTION 02TYPICAL WALL SECTION 03TYPICAL GARAGE SECTION
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN
EXISTING ROOF
EXISTING ROOF
EXISTING ROOF
EXISTING ROOF
EXISTING ROOF
DEMOLITION ROOF
WALL SCHEDULE
2D SYMBOL WALL TYPE
EXISTING EXTERIOR WALL
EXISTING INTERIOR WALL
DECK RAILING/FENCE
EXISTING CONCRETE WALL
EXISTING PORCH SKIRTING
WINDOW SCHEDULE
3D EXTERIOR ELEVATION
EXISTING BEAM TO REMAIN
FLOOR JOISTS
FLOOR JOISTS
PROPOSED EXTERIOR WALL ·
BUILDING UNDERLAYMENT · 1/2" CDX
PLYWOOD SHEATHING · 2x6 #2 SPF
STUDS, @ 16" OC · INSULATION, MIN
R30 · 1/2" GWB
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 2''X12" RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 5" PITCH
R-56 MINERAL WOOL
ATTIC INSULATION
CEILING ASSEMBLY: R-60 INSULATION
2x10 CEILING JOIST @ 16 O.C. 1/2"
PLASTER BOARD W/ VENEER
PLASTER COAT
EXISTING
DEMOLITON
PROPOSED
EXISTING STAIR
TO THE PORCH
EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
TYPICAL WALL SECTION 01 TYPICAL WALL SECTION 02 TYPICAL WALL SECTION 03 TYPICAL GARAGE SECTION
SHEET:
SCALE:
DATE:
12/18/2025
A-4
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
DEMOLITION PLANS
DEMOLITION FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
INDICATED
DEMOLITION ROOF PLAN
SCALE: 1/4" = 1'-0"
NOTE: THIS PROJECT DOES NOT INCLUDE ANY GENERAL RESTRUCTURING OF THE EXISTING HOUSE. ALL
EXISTING STRUCTURAL COMPONENTS OF THE HOUSE — INCLUDING FLOOR SLABS, BEAMS, COLUMNS,
FOUNDATIONS, AND BEARING WALLS — SHALL REMAIN UNALTERED, EXCEPT IN THE AREA DIRECTLY
AFFECTED BY THE NEW ADU ADDITION. LOCALIZED STRUCTURAL REINFORCEMENT, SUCH AS THE
INSTALLATION OF A NEW POST OR SUPPORT SYSTEMS, WILL BE PROVIDED SOLELY TO ACCOMMODATE
THE REMOVAL OF THE PORCH POSTS THAT CURRENTLY SUPPORT THE ROOF, ENSURING THE
CONTINUED STRUCTURAL INTEGRITY OF THE BUILDING. NO OTHER AREAS OF THE EXISTING HOUSE WILL BE
MODIFIED. ALL NEW LOADS WILL BE PROPERLY TRANSFERRED AND DISTRIBUTED IN ACCORDANCE WITH THE
STRUCTURAL CALCULATIONS AND IN COMPLIANCE WITH APPLICABLE CODES.
TECHNICAL NOTE
BEFORE PARTIALLY DEMOLISHING THE ROOF IN THE DESIGNATED AREA, PROVIDE
ADEQUATE TEMPORARY SHORING TO ENSURE THE STABILITY OF THE EXISTING
STRUCTURE. THE SHORING SHALL BE PROPERLY DESIGNED AND INSTALLED TO
SUPPORT ALL ROOF LOADS DURING THE DEMOLITION WORK AND SHALL REMAIN IN
PLACE UNTIL THE NEW PERMANENT STRUCTURAL SUPPORTS ARE FULLY INSTALLED
AND COMPLETED.
TECHNICAL NOTE
BEFORE REMOVING THE PORCH POSTS THAT SUPPORT THE ROOF, PROVIDE
ADEQUATE TEMPORARY SHORING TO ENSURE THE STABILITY OF THE EXISTING
STRUCTURE. THE SHORING SHALL BE PROPERLY DESIGNED AND INSTALLED TO
SUPPORT ALL ROOF LOADS DURING THE REMOVAL PROCESS AND SHALL REMAIN IN
PLACE UNTIL THE NEW PERMANENT STRUCTURAL SUPPORTS ARE FULLY INSTALLED
AND COMPLETED.
C03C03
C02C02
C04C04
C01C01C01C01
C03C03
C02C02
C04C04
C01C01C01C01
C06C06
C05C05
C07C07
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
EXISTING
DOOR
D04D04
EXISTING
WINDOW
W05W05
W03W03
D03D03
W01W01
D02D02
D01D01
D02D02
D05D05
DN
DN
S1S1
S2S2
S3S3
IE1IE1
IE2IE2
IE3IE3
IE4IE4
IE5IE5
IE6IE6
10'
14'-8"
2'-6 1/2"
8 1/2"
10'-0 1/2"
4'-1"
12'-5"12'-9"
10'-0" X 11'-11"
136 SQ FT
9'-7" X 13'-3"
106 SQ FT
11'-6" X 11'-11"
150 SQ FT
3'-0" X 4'-0"
16 SQ FT
11'-8" X 11'-10"
154 SQ FT
3'-0" X 6'-9"
24 SQ FT
8'-8" X 7'-6"
76 SQ FT
24'-0" X 13'-8"
270 SQ FT
PRIMARY
BEDROOM
BEDROOM
PORCH
EXISTING STAIR
TO THE PORCH
EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
CLOSET
HALL
BEDROOM BATH
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
ALL INSULATION IN THIS WALL
WILL BE REPLACED WITH FIRE-
RESISTANT:
. (UL305 FIRE RESISTANCE 1
. HOUR) WITH 2 LAYERS 5/8"
. TYPE X GYP BD AND PLASTER
. ON BOTH SIDES, AND 3 1/2"
. ROXUL® R-15 MINERAL WOOL
INSULATION
WF2
D-0
WF2
D-0
PROPOSED INTERIOR WALL:
- 2" x 4" SPF #2 STUDS @ 16" OC
- CAVITY INSULATION: R-13 MIN
(WHERE REQUIRED)
- 1/2" GYPSUM BOARD (BOTH
SIDES)
W2
D-0
W2
D-0
PROPOSED INTERIOR WALL:
- 2" x 4" SPF #2 STUDS @ 16" OC
- CAVITY INSULATION: R-13 MIN
(WHERE REQUIRED)
- 1/2" GYPSUM BOARD (BOTH
SIDES)
W2
D-0
W2
D-0
W2
D-0
W2
D-0
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)
EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
KITCHEN
ALL INSULATION IN THIS WALL
WILL BE REPLACED WITH FIRE-
RESISTANT:
. (UL305 FIRE RESISTANCE 1
. HOUR) WITH 2 LAYERS 5/8"
. TYPE X GYP BD AND PLASTER
. ON BOTH SIDES, AND 3 1/2"
. ROXUL® R-15 MINERAL WOOL
INSULATION
***TEMPORARY SUPPORTS MUST BE
PLACED BEFORE THE REMOVAL OF THE
ROOF SUPPORT.
LINEN
3' 0" X 2' 2"
EXTERIOR EXHAUST VENT — REAR-
VENTED DIRECTLY TO THE BACK,
SERVING AS THE DEDICATED
MICROWAVE EXHAUST OUTLET.
PROPOSED NICHE
PROPOSED 6" X 6" POST
ALIGNED WITH THE
FOUNDATION WALL
PROPOSED 6" X 6" POST
ALIGNED WITH THE
FOUNDATION WALL
PROPOSED 4" X 6" POST
ALIGNED WITH THE
FOUNDATION WALL
PROPOSED 4" X 6" POST
ALIGNED WITH THE
FOUNDATION WALL
PROPOSED STRUCTURAL FLUSHED
BEAM: (3)1-3/4"x14" LVLs
PROPOSED FUTURE BIDET
CONNECTION POINT
PROPOSED MINI-
SPLIT SYSTEM
PROPOSED MINI-
SPLIT SYSTEM
5'-2" X 3'-3"
21 SQ FT
W02W02
LAUNDRY
10'
11'-11"
8'-7"
8'-8"
10'-10"
8'-7"
3'-9"
1'-2 1/2"
12'-1"
11'-11"
22'-1"
25'-2"
11'-9 1/2"
11'-7 1/2"
3'8'-7 1/2"
7'-5 1/2"
4'
9'-4"
16'-7 1/2"7'-4"
6'-2"
2'-9 1/2"
3'-3"
3'-4"
3'-4 1/2"3'-1 1/2"2'-11 1/2"
7'-6 1/2"
2'-5 1/2"
1'-9 1/2"
3'
6'-8 1/2"
5'-11"
1'-6 1/2"
2'-2"
5'-3 1/2"
3'
3'
3'-8 1/2"
4'-7"
3'
8'-3 1/2"
5'-2"
3'-3"
SD
CO/SD
SD
DP
EXISTING
WINDOW
EXISTING
WINDOW
W07W07
W07W07
W07W07
S1S1
S2S2
S3S3
28'-5 1/2"
7'-11"
4'-7"
5'-3 1/2"
12'-11 1/2"
7'-8"
4'-7"
3'-3"
21'-3"
13'-6"
6'-6 1/2"
22'-11"
14'-8 1/2"
7'-9"
14'-5 1/2"9'-0 1/2"
23'-6"
21'-3"
12'-5"
23'-6" X 21'-3"
571 SQ FT
EXISTING FOUNDATION TO REMAIN EXISTING FOUNDATION TO REMAIN
EXISTING FOUNDATION
EXISTING PORCH ABOVE
EXISTING STAIR TO
THE PORCH ABOVE
LANDING
ABOVE
PROPOSED STAIR
ACCESS TO ADU
CRAWL SPACE
PROPOSED FOUNDATION
EXISTING FOUNDATION TO REMAIN
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
CRAW SPACE FOUNDATION:
PLEASE, SEE FOUNDATION
NOTE 01 ON PAGE A-4PROPOSED FOUNDATION
EXISTING FOUNDATION TO REMAIN
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
CRAW SPACE FOUNDATION:
PLEASE, SEE FOUNDATION
NOTE 01 ON PAGE A-4
IF THE EXISTING FOUNDATION DOES NOT
HAVE INSULATION, IT MUST BE INSTALLED
WITH THE SAME SPECIFICATIONS AS THE
INSULATION PROPOSED FOR THE NEW
FOUNDATION.
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.F1
D-0
F1
D-0
F2
D-0
F2
D-0
F1
D-0
F1
D-0
***CRAWL SPACE FOUNDATION: 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 CRAWL
SPACE FLOOR TO REMAIN SOIL OR RECEIVE NON-
STRUCTURAL MUD SLAB (OPTIONAL). PROVIDE
TERMITE PROTECTION AND FOUNDATION
INSULATION AS REQUIRED BY LOCAL CODE.
CRAW SPACE FOUNDATION:
PLEASE, SEE FOUNDATION
NOTE 01 ON PAGE A-4
PROPOSED 6x6 PT POST WITH
SONOTUBE 12'' W/ 48" DEEP
PROPOSED 6x6 PT POST WITH
SONOTUBE 12'' W/ 48" DEEP
PROPOSED FOUNDATION
EXISTING FOUNDATION TO REMAIN
SO
D-0
SO
D-0
SO
D-0
SO
D-0
PROPOSED STRUCTURAL DROPPED BEAM: (3) 1-3/4" x 18" LVLs
BP
D-0
BP
D-0
BP
D-0
BP
D-0
25'-2"
12'-9"
DOOR SCHEDULE
3D EXTERIOR
ELEVATION NUMBER QTY FLOOR WIDTH HEIGHT R/O DESCRIPTION
D01 1 1 30 "80 "32"X82 1/2"2 DR. BIFOLD-LOUVERED
D02 2 1 30 "80 "62"X82 1/2"POCKET-DOOR P04
D03 1 1 32 "80 "34"X83"EXT. HINGED-DOOR E21
D04 1 1 36 "80 "38"X83"EXT. HINGED-DOOR E21
D05 1 1 52 "80 "54"X82 1/2"4 DR. BIFOLD-LOUVERED
CABINET SCHEDULE
3D
ELEVATION NUMBER QTY FLOOR WIDTH DEPTH HEIGHT
C01 2 1 24 "14 "36 "
C02 1 1 32 "24 "42 "
C03 1 1 30 "24 "36 "
C04 1 1 32 "24 "36 "
C05 1 1 36 "28 "26 "
C06 1 1 26 "36 "96 "
C07 1 1 30 "12 "40 "
WINDOW SCHEDULE
3D EXTERIOR
ELEVATION NUMBER QTY R/O WIDTH HEIGHT EGRESS DESCRIPTION
W01 1 40"X64"39 "63 "YES DOUBLE HUNG
W02 1 21"X53"20 "52 "DOUBLE HUNG
W03 1 23"X27"22 "26 "SINGLE HOPPER
W04 1 17"X9"16 "8 "LOUVERED
W05 1 27"X41"26 "40 "DOUBLE HUNG
W07 3 33"X17"32 "16 "LOUVERED
NOTE SCHEDULE
NEW HEADER: SEE TABLE R602.7(2)
WALL SCHEDULE
2D SYMBOL WALL TYPE
EXISTING CONCRETE WALL
EXISTING EXTERIOR WALL
EXISTING INTERIOR WALL
DECK RAILING/FENCE
EXISTING PORCH SKIRTING
PORPOSED CONCRETE WALL-10
PROPOSED EXTERIOR RESISTANCE FIRE WALL
PROPOSED INTERIOR WALL
PROPOSED EXTERIOR WALL
EXISTING STAIR TO THE PORCH EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAINEXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
ELECTRICAL SCHEDULE
2D SYMBOL DESCRIPTION
CO/SMOKE DETECTOR
CAGED LANTERN SCONCE
DUPLEX
ELECTRIC RANGE
ELECTRICAL PANEL
EXHAUST
GFCI
GARBAGE DISPOSAL
GARBAGE DISPOSAL SWITCH
CO/SDCO/SD
DP
SHEET:
SCALE:
DATE:
12/18/2025
A-5
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
PROPOSED FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
PROPOSED BASEMENT PLAN
SCALE: 1/4" = 1'-0"PROPOSED PLANS,
SCHEDULE
INDICATED
NOTE 01 – CRAWL SPACE FOUNDATION
1. FROST PROTECTION: ALL FOUNDATION FOOTINGS AND 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.
2. CRAWL SPACE FOUNDATION WALLS: PROVIDE 10" REINFORCED CONCRETE FOUNDATION WALLS FORMING THE PERIMETER OF
THE CRAWL SPACE. WALLS SHALL BE REINFORCED PER STRUCTURAL DESIGN AND SHALL BEAR ON CONTINUOUS CONCRETE
FOOTINGS PLACED ON UNDISTURBED SOIL.
3. CRAWL SPACE FLOOR: CRAWL SPACE FLOOR SHALL BE EXPOSED EARTH OR OPTIONAL NON-STRUCTURAL MUD SLAB, PER 2021
IRC SECTION R408. WHERE EXPOSED EARTH REMAINS, PROVIDE GROUND VAPOR CONTROL PER ITEM 4.
4. VAPOR BARRIER (WHEN REQUIRED): WHEN THE CRAWL SPACE IS CONDITIONED OR WHEN WALL INSULATION IS PROVIDED,
INSTALL A 6-MIL POLYETHYLENE VAPOR RETARDER OVER EXPOSED EARTH WITH 6" MINIMUM OVERLAP AND SEALED JOINTS, IN
ACCORDANCE WITH IRC SECTION R408.3.
5. CONNECTION TO EXISTING FOUNDATION: PROVIDE MECHANICAL CONNECTION BETWEEN NEW AND EXISTING FOUNDATION
WALLS USING DOWELS OR EPOXY-SET #4 REBAR PER STRUCTURAL DESIGN TO PROVIDE STRUCTURAL CONTINUITY AND MINIMIZE
DIFFERENTIAL MOVEMENT.
6. THERMAL INSULATION – FOUNDATION WALLS: WHEN THE FLOOR ABOVE THE CRAWL SPACE IS PART OF THE CONDITIONED
BUILDING ENVELOPE, PROVIDE MINIMUM R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR FACE OF THE
FOUNDATION WALLS, PER 2021 IRC SECTION N1102.2.10 (R402.2.10) AND IECC CZ-5 REQUIREMENTS. INSULATION SHALL EXTEND
FROM THE FLOOR LEVEL TO THE TOP OF THE FOOTING.
7. CRAWL SPACE VENTILATION OR CONDITIONING: CRAWL SPACE SHALL BE EITHER VENTED OR CONDITIONED PER 2021 IRC
SECTION R408.
A) VENTED OPTION: PROVIDE VENT OPENINGS EQUAL TO 1 SQ. FT. PER 150 SQ. FT. OF CRAWL SPACE AREA (UNLESS VAPOR
BARRIER IS PROVIDED).
B) UNVENTED/CONDITIONED OPTION: PROVIDE WALL INSULATION, AIR SEALING, AND SUPPLY/RETURN AIR AS REQUIRED BY
SECTION R408.3.
8. TERMITE PROTECTION: PROVIDE TERMITE PROTECTION AT ALL FOUNDATION WALLS AND PENETRATIONS AS REQUIRED BY IRC
SECTION R318 AND LOCAL CODE REQUIREMENTS.
9. 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 APPROVED OUTLET.
10. INSPECTIONS: ALL EXCAVATION, FOOTINGS, FOUNDATION WALLS, DAMP-PROOFING, VAPOR CONTROL, AND CONNECTIONS TO
EXISTING FOUNDATION SHALL BE SUBJECT TO BUILDING DEPARTMENT INSPECTION AND APPROVAL PRIOR TO BACKFILL AND
FRAMING.
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
3 : 12
3 : 12
3 : 12
23'-6"
28'-10 1/2"
22'-1"
13'-11 1/2"13'-11 1/2"
6'-9 1/2"
27'-11"
6'-2 1/2"
6'-3"
8'-9 1/2"
13'-11 1/2"
EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN
PROPOSED ROOF PROPOSED ROOF
R1
D-0
R1
D-0
RD
D-0
RD
D-0
R1
D-0
R1
D-0
R2
D-0
R2
D-0
R1
D-0
R1
D-0
SD
D-0
SD
D-0
R1
D-0
R1
D-0
R2
D-0
R2
D-0
R1
D-0
R1
D-0
SD
D-0
SD
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" RAFTERS @ 16" O.C., WITH SIMPSON H2.5A HURRICANE
TIES (IRC R802.11) AND RAFTER HANGERS WHERE REQUIRED.
- 2"X12" RIDGE BOARD WITH FULL BEARING SUPPORT (IRC
R802.3).
- 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 3:12.
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" RAFTERS @ 16" O.C., WITH SIMPSON H2.5A HURRICANE
TIES (IRC R802.11) AND RAFTER HANGERS WHERE REQUIRED.
- 2"X12" RIDGE BOARD WITH FULL BEARING SUPPORT (IRC
R802.3).
- 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 3:12.
Static Vent Type - Fixed aluminum
attic vent for passive ventilation
Static Vent Type - Fixed aluminum
attic vent for passive ventilation
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
PROPOSED
CRICKET ROOF
TECHNICAL NOTE:
DURING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ON
SITE ANY POTENTIAL INTERFERENCE BETWEEN THE NEW ROOF
AND THE EXISTING DORMER WINDOW. IF ANY IMPACT OR
OBSTRUCTION IS IDENTIFIED, THE WINDOW SHALL BE
REPLACED AS NECESSARY TO ENSURE PROPER FIT AND
FUNCTIONALITY.
SHEET:
SCALE:
DATE:
12/18/2025
A-6
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
PROPOSED PLAN
3D VIEW
INDICATED
PROPOSED ROOF PLAN
SCALE: 1/4" = 1'-0"
PROPOSED 3D VIEW
SCALE: NO SCALE
PROPOSED 3D VIEW
SCALE: NO SCALE
PROPOSED ROOF
PROPOSED CRICKET ROOF
PROPOSED 3D VIEW
SCALE: NO SCALE
EXISTING
DOOR
EXISTING
WINDOW
EXISTING
WINDOW
W05W05
W07W07
EXISTING
DOOR
EXISTING
WINDOW
EXISTING
WINDOW
W05W05
W07W07
EXISTING HOUSE TO REMAIN
EXISTING GROUND LEVEL
0' - 0"
EXISTING FIRST FLOOR LEVEL
3' - 1"
EXISTING ATTIC LEVEL
11' - 11"
EXISTING ROOF LEVEL
21' - 3"
EXISTING
DOOR
EXISTING
WINDOW
EXISTING
WINDOW
W05W05
W07W07
EXISTING
DOOR
EXISTING
WINDOW
EXISTING
WINDOW
W05W05
W07W07
W01W01
W07W07
W01W01
W07W07
EXISTING
WINDOW
W02W02
D03D03
EXISTING
WINDOW
W02W02
D03D03
EXISTING HOUSE TO REMAIN
EXISTING GROUND LEVEL
0' - 0"
EXISTING FIRST FLOOR LEVEL
3' - 1"
EXISTING ATTIC LEVEL
11' - 11"
EXISTING ROOF LEVEL
21' - 3"
W01W01
W07W07
W01W01
W07W07
EXISTING
WINDOW
W02W02
D03D03
EXISTING
WINDOW
W02W02
D03D03
W04W04
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
W03W03
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOWW07W07
EXISTING GROUND LEVEL
0' - 0"
EXISTING FIRST FLOOR LEVEL
3' - 1"
EXISTING ATTIC LEVEL
11' - 11"
EXISTING ROOF LEVEL
21' - 3"
EXISTING HOUSE TO REMAIN
W04W04
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
W03W03
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOWW07W07
SHEET:
SCALE:
DATE:
12/18/2025
A-7
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
PROPOSED FRONT EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED RIGHT EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED BACK EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED EXTERIOR
ELEVATIONS
INDICATED
2'-11"
3'
4'-5 1/2"
4'-7 1/2"
3'-8"
3'
4'-1"
9'-6 1/2"
25'-2"
22'-11"
21'-3"
12'-5"12'-9"
2X8" PT JOISTS @ 16" O.C
PROPOSED STAIR
ACCESS TO ADU
PROPOSED 6x6 PT POST WITH
SONOTUBE 12'' W/ 48" DEEP
PROPOSED 6x6 PT POST WITH
SONOTUBE 12'' W/ 48" DEEP
EXISTING FLOOR JOIST TO REMAIN
(3) 2"X8" PT BEAM
2X8" PT LEDGER CARRIAGE
BOLTS @ 16" O.C
(2) 2X8" PT JOISTS
(2) 2X8" PT RIM
2X10" FLOOR JOISTS @ 16" O.C.
please, see the table R502.3.1 (2)
2X10" FLOOR JOISTS @ 16" O.C.
please, see the table R502.3.1 (2)
PROPOSED STRUCTURAL DROPPED BEAM: (3) 1-3/4" x 18" LVLs
EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
22'-6 1/2"
6'-5"
22'-6 1/2"
12'-4"12'-8"
PROPOSED STAIR
ACCESS TO ADU
EXISTING FLOOR JOIST TO REMAINEXISTING FLOOR JOIST TO REMAIN
EXISTING FLOOR JOIST TO REMAIN
EXISTING FLOOR JOIST TO REMAIN
EXISTING FLOOR JOIST TO REMAINEXISTING FLOOR JOIST TO REMAIN
EXISTING FLOOR JOIST
TO REMAIN
NOTE SCHEDULE
NEW HEADER: SEE TABLE R602.7(2)
EXISTING HEADER: SEE TABLE
1
2
TRIPLE 1-3/4" × 9-1/2" VERSA-
LAM® LVL 2.1E 2800
PROPOSED 6" X 6" POST
ALIGNED WITH THE
FOUNDATION WALL
PROPOSED 6" X 6" POST
ALIGNED WITH THE
FOUNDATION WALL
PROPOSED STRUCTURAL FLUSHED BEAM: (3) 1-3/4"x14" LVLs
PROPOSED 4" X 6" POST
ALIGNED WITH THE
FOUNDATION WALL
PROPOSED 4" X 6" POST
ALIGNED WITH THE
FOUNDATION WALL
2x 8" CEILING JOISTS @ 16" O.C.
please, see the table R802.5.1 (1)
2x 8" CEILING JOISTS @ 16" O.C.
please, see the table R802.5.1 (1)
EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
22
22
2222
22
22
22
11 11
11 11
11
11
11
11
11
11
11
11
27'-11"
13'-11 1/2"13'-11 1/2"
23'-6"22'-1"
28'-10 1/2"
1 1 '-1 1 "
3'-11 1/2"
6'-7 1/2"
7'-9"
9'-3"
6'-3"
8'-7 1/2"
6'-2 1/2"
EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
RD
D-0
RD
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
CT1/CT2
D-0
CT1/CT2
D-0
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
COLLAR TIE ON
EACH RAFTERS (2X6)
RIDGE BOARD 2"x12"
V A L L E Y S R A F T E R (2 ) 1 ½" × 1 1 ¼
VALLEYS RAFTER (2) 1 ½" × 11 ¼
PROPOSED ROOF PROPOSED ROOF
CRICKET ROOF
NOTE SCHEDULE
NEW HEADER: SEE TABLE R602.7(2)
EXISTING HEADER: SEE TABLE
1
2
EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN
SHEET:
SCALE:
DATE:
12/18/2025
A-8
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
INDICATED
PROPOSED FIRST FLOOR FRAME PLAN
SCALE: 1/4" = 1'-0"
PROPOSED FRAME PLANS
PROPOSED CEILING FRAME PLAN
SCALE: 1/4" = 1'-0"
PROPOSED ROOF 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 S TIE. RIDGE BOARD SHALL BE AT LEAST ONE-INCH (25.4mm)
NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT AND OF THE RAFTER. AT ALL
VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN TWOINCH
(51mm) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT AND 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 PONT. 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 BEAMS.
DN
DN
GFCI
M
RA
GD
GD
R
GFCI
EP
R R
R
RR
R
R
R
R
R
3
3 3
3
PRIMARY
BEDROOM
BEDROOM
PORCH
CLOSET
HALL
BEDROOM BATH
PROPOSED
ELECTRICAL
PANEL
KITCHEN
EXISTING HOUSE TO REMAIN
DP
DP
LAUNDRY
SD
CO/SD
SD
R
R
GFCIGFCI
R
R
3
3
TV
GFCI R
PROPOSEDELECTRICALPANEL
ELECTRICAL SCHEDULE
2D SYMBOL DESCRIPTION COMMENTS
CO/SMOKE DETECTOR
CAGED LANTERN SCONCE
DUPLEX
ELECTRIC RANGE
ELECTRICAL PANEL
EXHAUST
GFCI
GARBAGE DISPOSAL
GARBAGE DISPOSAL SWITCH
MICROWAVE
RECESSED DOWN LIGHT 6
REFRIGERATOR
SINGLE POLE
SMOKE DETECTOR 1
TELEVISION JACK
THREE WAY
DISC PENDANT
CO/SD
RA
EP
GFCI
GD
GD
M
R
R
SD
TV
3
CO/SD
RA
EP
GFCI
GD
GD
M
R
R
SD
TV
3
EXISTING HOUSE TO REMAIN DP
DP
SHEET:
SCALE:
DATE:
12/18/2025
A-9
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
INDICATED
PROPOSED ELECTRICAL PLAN
PROPOSED ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
W04W04
D05D05
W04W04
W07W07
3'
8'
CRAW SPACE
LIVING KITCHEN
PROPOSED 6x6 PT POST WITH
SONOTUBE 12'' W/ 48" DEEP
SO
D-0
SO
D-0
PROPOSED SONOTUBE 12'' W/ 48" DEEP
F1
D-0
F1
D-0
F1
D-0
F1
D-0
PROPOSED 10" CONCRETE FOUNDATION
WALL ON 24" X 12" CONTINUOUS
CONCRETE FTG. 3000 PSI CONCRETE MIN.
BOTTOM OF FTG ON UNDISTURBED SOIL.
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
DOUBLE OUTLET DOUBLE OUTLET
TV
DOUBLE SWITCH
LIGHTING LIGHTING LIGHTING
REFRIGERATOR OUTLET
LIGHTING LIGHTING
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
CONSTRUCTION CEILING
· 1/2" GYPSUM BOARD (GWB)
· 1X3 WOOD STRAPPING
· JOIST @ 16" O.C.
· R-49 INSULATION BETWEEN JOISTS
· VAPOR BARRIER (IF REQUIRED BY
CLIMATE ZONE)
· CEILING FINISH TO MATCH COLOR
AND MATERIAL OF LIVING ROOM
CEILING
2x 8" CEILING JOISTS @ 16" O.C.
FL1
D-0
FL1
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" RAFTERS @ 16" O.C., WITH SIMPSON H2.5A HURRICANE
TIES (IRC R802.11) AND RAFTER HANGERS WHERE REQUIRED.
- 2"X12" RIDGE BOARD WITH FULL BEARING SUPPORT (IRC
R802.3).
- 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 3:12.
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" RAFTERS @ 16" O.C., WITH SIMPSON H2.5A HURRICANE
TIES (IRC R802.11) AND RAFTER HANGERS WHERE REQUIRED.
- 2"X12" RIDGE BOARD WITH FULL BEARING SUPPORT (IRC
R802.3).
- 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 3:12.
SD/R2
D-0
SD/R2
D-0
SD/R2
D-0
SD/R2
D-0
R1
D-0
R1
D-0
2 X 1 0 " @ 1 6 O .C R O O F R A F T E R S 2X10" @16 O.C ROOF RAFTERS
CT1/CT2
D-0
CT1/CT2
D-0
COLLAR TIE (2X6)
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
2X10" FLOOR JOISTS @ 16" O.C.2X10" FLOOR JOISTS @ 16" O.C.
PROPOSED STRUCTURAL DROPPED
BEAM: (3) 1-3/4" x 18" LVLs
PROPOSED STRUCTURAL FLUSHED
BEAM: (3 )1-3/4"x14" LVLs
2x 8" CEILING JOISTS @ 16" O.C.
TRIPLE 1-3/4" × 9-1/2"
VERSA-LAM® LVL 2.1E 2800
W04W04
D05D05
W04W04
W07W07
W02W02
D03D03
W02W02
D03D03
W01W01W01W01
W07W07
CRAW SPACE
LIVING BEDROOM
F1
D-0
F1
D-0
F1
D-0
F1
D-0
PROPOSED 10" CONCRETE FOUNDATION
WALL ON 24" X 12" CONTINUOUS
CONCRETE FTG. 3000 PSI CONCRETE MIN.
BOTTOM OF FTG ON UNDISTURBED SOIL.
W1
D-0
W1
D-0
DOUBLE OUTLET
SWITCH
LIGHTING LIGHTING 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
W1
D-0
W1
D-0
CONSTRUCTION CEILING
· 1/2" GYPSUM BOARD (GWB)
· 1X3 WOOD STRAPPING
· CEILING JOIST @ 16" O.C.
· R-49 INSULATION BETWEEN JOISTS
· VAPOR BARRIER (IF REQUIRED BY
CLIMATE ZONE)
· CEILING FINISH TO MATCH COLOR
AND MATERIAL OF LIVING ROOM
CEILING
FL1
D-0
FL1
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" RAFTERS @ 16" O.C., WITH SIMPSON H2.5A HURRICANE
TIES (IRC R802.11) AND RAFTER HANGERS WHERE REQUIRED.
- 2"X12" RIDGE BOARD WITH FULL BEARING SUPPORT (IRC
R802.3).
- 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 3:12.
SD/R2
D-0
SD/R2
D-0
2X10" @16 O.C ROOF RAFTERS CT1/CT2
D-0
CT1/CT2
D-0
COLLAR TIE (2X6)
LIGHTING
DOUBLE OUTLETDOUBLE OUTLET
W2
D-0
W2
D-0 PROPOSED INTERIOR WALL:
- 2" x 4" SPF #2 STUDS @ 16" OC
- CAVITY INSULATION: R-13 MIN
(WHERE REQUIRED)
- 1/2" GYPSUM BOARD (BOTH
SIDES)
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
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
2X10" FLOOR JOISTS @ 16" O.C.
2x 8" CEILING JOISTS @ 16" O.C.
W02W02
D03D03
W02W02
D03D03
W01W01W01W01
W07W07
D02D02D02D02
W05W05W05W05
W07W07
EXISTING
WINDOW
EXISTING
WINDOW
3'
8'
CRAW SPACE
KITCHENCLOSET
F1
D-0
F1
D-0
F1
D-0
F1
D-0
PROPOSED 10" CONCRETE FOUNDATION
WALL ON 24" X 12" CONTINUOUS
CONCRETE FTG. 3000 PSI CONCRETE MIN.
BOTTOM OF FTG ON UNDISTURBED SOIL.
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
ELECTRICAL PANEL
GARBAGE DISPOSAL SWITCH
LIGHTINGCO/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
W1
D-0
W1
D-0
CONSTRUCTION CEILING
· 1/2" GYPSUM BOARD (GWB)
· 1X3 WOOD STRAPPING
· CEILING JOIST @ 16" O.C.
· R-49 INSULATION BETWEEN JOISTS
· VAPOR BARRIER (IF REQUIRED BY
CLIMATE ZONE)
· CEILING FINISH TO MATCH COLOR
AND MATERIAL OF LIVING ROOM
CEILING
FL1
D-0
FL1
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" RAFTERS @ 16" O.C., WITH SIMPSON H2.5A HURRICANE
TIES (IRC R802.11) AND RAFTER HANGERS WHERE REQUIRED.
- 2"X12" RIDGE BOARD WITH FULL BEARING SUPPORT (IRC
R802.3).
- 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 3:12.
SD/R2
D-0
SD/R2
D-0
2X10" @16 O.C ROOF RAFTERSCT1/CT2
D-0
CT1/CT2
D-0
COLLAR TIE (2X6)
W2
D-0
W2
D-0
PROPOSED INTERIOR WALL:
- 2" x 4" SPF #2 STUDS @ 16" OC
- CAVITY INSULATION: R-13 MIN
(WHERE REQUIRED)
- 1/2" GYPSUM BOARD (BOTH
SIDES)
LIGHTINGLIGHTING
HALL
ELECTRIC
RANGE OUTLET
JOIST RIM BOARD 2" x 12
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
DOUBLE
OUTLET
SWITCH DOUBLE
OUTLET
2x 8" CEILING JOISTS @ 16" O.C.
2X10" FLOOR JOISTS @ 16" O.C.
D02D02D02D02
W05W05W05W05
W07W07
EXISTING
WINDOW
EXISTING
WINDOW
30"
36"
14"
32"
36"
40"
28"26"
KITCHEN
LIGHTING LIGHTING
DOUBLE
OUTLET
DOUBLE
OUTLET
30"
67"
36"
26"
LIVING KITCHEN
DOUBLE OUTLET DOUBLE OUTLET
DOUBLE SWITCH
LIGHTING LIGHTING LIGHTING
BEDROOM
DOUBLE OUTLETDOUBLE OUTLET
PROPOSED MINI-SPLIT
LIGHTING
42"
32"
28 1/2"
LAUNDRY
LIGHTING
EXHAUST
36"
30"
21"
30"
BATH
VANITY
LIGHTING
EXHAUST
DOUBLE
OUTLET
SHOWER
PROPOSED
NICHE
96"
26"
10"
SHOWERLINEN
LIGHT
SHEET:
SCALE:
DATE:
12/18/2025
A-10
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
INDICATED
PROPOSED CROSS SECTION - S1
SCALE: 1/4" = 1'-0"
PROPOSED CROSS SECTIONS
PROPOSED INTERIOR ELEVATIONS
PROPOSED INTERIOR ELEVATION - IE1
SCALE: 1/2" = 1'-0"
PROPOSED CROSS SECTION - S2
SCALE: 1/4" = 1'-0"
PROPOSED CROSS SECTION - S3
SCALE: 1/4" = 1'-0"
PROPOSED INTERIOR ELEVATION - IE2
SCALE: 1/2" = 1'-0"
PROPOSED INTERIOR ELEVATION - IE3
SCALE: 1/2" = 1'-0"
PROPOSED INTERIOR ELEVATION - IE4
SCALE: 1/2" = 1'-0"
PROPOSED INTERIOR ELEVATION - IE5
SCALE: 1/2" = 1'-0"
PROPOSED INTERIOR ELEVATION - IE6
SCALE: 1/2" = 1'-0"
SHEET:
SCALE:
DATE:
12/18/2025
A-11
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
ILLUSTRATIVE IMAGES
ILLUSTRATIVE IMAGES
NO SCALE NO SCALE
For SI: 1 inch = 25.4 mm
RD - RIDGE DETAIL
06 - FOUNDATION CONNECTION
SHEET:
SCALE:
DATE:
12/18/2025
A-12
PROJECT ADDRESS:
17 LINCOLN RD.
SALEM, MA
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
DETAILS
D-0
W1 - EXTERIOR WALL ASSEMBLY
SD - SOFFIT DETAIL
WF1 - 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
SO - SONOTUBE DETAIL
MC - METAL CONNECTOR OPTIONS
FOR WOOD STRUCTURES
FL1 - FLOOR DETAIL
LF1 - LEDGER FASTENER SPACING
NOTES
1 CONTRACTOR IS RESPONSIBLE TO VERIFY IN FIELD ALL TRIM DETAILS, IN THE CASE
OF ANY DISCREPANCIES CONTACT DESIGNER IMMEDIATELY.
2 ALL TRIM IS TO BE APPLIED w/ STAINLESS STEEL FINISH NAILS
3 NAIL HOLES TO BE FILLED AND SANDED w/ BONDO
4 ALL CELLULAR PVC TRIM TO BE WIPED DOWN WITH DENATURED ALCOHOL
IMMEDIATELY PRIOR TO PAINTING. ALL TRIM TO RECEIVE TWO COATS MINIMUM
100% ACRYLIC PAINT. DURATION FROM SHERWIN WILLIAMS OR APPROVED EQUAL.
5 TO RECEIVE PRIMER AND TWO COATS OF FINISH PAINT. TO BE APPROVED BY
OWNER.
6 CONTRACTOR RESPONSIBLE FOR FLASHING DETAILS.
7 WATER, VAPOR BARRIER
F1 - CRAW SPACE FOUNDATION
F2 - FOUNDATION CONNECTION
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
B1 - (BEAM DETAIL)
BP - BEAM POCKETS
6X6
PT POST