3 Smith St Layout PlansSHEET:
SCALE:
DATE:
05/01/2024
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
A-1
PROJECT ADDRESS:
3 SMITH ST.
SALEM, MA
NO 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 ADDRESS:
3 SMITH ST. - SALEM, MA
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.
PROPOSED HEATING AND AIR CONDITION SYSTEM:
AIR SOURCE HEAT PUMP WITH A HYDRONIC DUCTED AIR HEATING SYSTEM.
DESIGN AND BUILD BY LICENSED HVAC CONTRACTOR ON SEPARATE PERMIT
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.
SHEET, NOTES AND LEGENDS
LIST OF DRAWINGS:
A-1 PROJECT INFORMATION SHEET
NOTES AND LEGENDS
ILLUSTRATIVE IMAGES
A-2 EXISTING SECOND FLOOR PLAN
EXISTING ROOF PLAN
EXISTING EXTERIOR ELEVATIONS
A-3 DEMOLITION SECOND FLOOR PLAN
DEMOLITION ROOF PLAN
PROPOSED SECOND FLOOR PLAN
PROPOSED ROOF PLAN
PROPOSED CEILING FRAME
PROPOSED ROOF FRAME
PROPOSED CROSS SECTION
NOTES, DETAILS, TABLE
A-4 PROPOSED EXTERIOR ELEVATIONS
PROPOSED PERSPECTIVES
TABLES
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
2368
9'-6"
14'-3"
1'-6"
3'-4"
9'-7"
9'-4"
3'-1"
2'-7"
4'-5"
9'-9"
11'-3"
11'-1 1/2"
14'-3" X 4'-8"
4'-3" X 8'-4"
9'-7" X 9'-4"
6'-11" X 4'-5"
10'-2" X 5'-6"
BATH
HALL
BEDROOM
BEDROOM
MASTER BEDROOM
EXISTING STAIRS
EXISTING WALL, TO REMAIN
EXISTING WALL, TO REMAIN
EXISTING WALL, TO REMAIN
EXISTING WALL, TO REMAIN
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
1'-8''
FIRST FLOOR LEVEL
9'-10''
SECOND FLOOR LEVEL
20'-6''
ROOF LEVEL
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOW
EXISTING
WINDOW
1'-8''
FIRST FLOOR LEVEL
9'-10''
SECOND FLOOR LEVEL
20'-6''
ROOF LEVEL
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOW
EXISTING
WINDOW
2 1/2 : 12
9 : 12
9 : 12
1 1/2 : 12
4 : 12
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
1'-8''
FIRST FLOOR LEVEL
9'-10''
SECOND FLOOR LEVEL
20'-6''
ROOF LEVEL
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOWEXISTING
WINDOW
1'-8''
FIRST FLOOR LEVEL
9'-10''
SECOND FLOOR LEVEL
20'-6''
ROOF LEVEL
EXISTING
WINDOWEXISTING
WINDOW
SHEET:
SCALE:
DATE:
05/01/2024
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
A-2
PROJECT ADDRESS:
3 SMITH ST.
SALEM, MA
INDICATED
EXISTING PLANS, EXISTING ELEVATIONS
EXISTING SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
EXISTING FRONT ELEVATION
SCALE: 1/4" = 1'-0"
EXISTING LEFT ELEVATION
SCALE: 1/4" = 1'-0"
EXISTING REAR ELEVATION
SCALE: 1/4" = 1'-0"
EXISTING RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
EXISTING ROOF PLAN
SCALE: 1/4" = 1'-0"
EXISTING
WINDOW
DEMOLITION
WINDOW
DEMOLITION
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
2368
9'-6"
14'-3"
1'-6"
3'-4"
9'-7"
9'-4"
3'-1"
2'-7"
4'-5"
9'-9"
11'-3"
11'-1 1/2"
14'-3" X 4'-8"
4'-3" X 8'-4"
9'-7" X 9'-4"
6'-11" X 4'-5"
10'-2" X 5'-6"
BATH
HALL
BEDROOM
BEDROOM
MASTER BEDROOM
EXISTING STAIRS
EXISTING WALL, TO REMAIN
EXISTING WALL, TO REMAIN
EXISTING WALL, TO REMAIN
2 1/2 : 12
9 : 12
9 : 12
1 1/2 : 12
4 : 12
DEMOLITION ROOF DEMOLITION ROOF
DEMOLITION ROOF
EXISTING ROOF
TO REMAIN
EXISTING
WINDOW
W01W01
W01W01
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISITNG
DOOR
EXISTING
WINDOW
2368
S1S1
9'-6"
14'-3"
1'-6"
3'-4"
9'-7"
3'-1"
2'-7"
4'-5"
9'-9"
11'-3"
11'-1 1/2"
14'-3" X 9'-6"
4'-3" X 8'-4"
9'-7" X 9'-4"
6'-11" X 4'-5"
11'-2" X 11'-3"
BATH
HALL
BEDROOM
BEDROOM
MASTER BEDROOM
EXISTING STAIRS
EXISTING WALL, TO REMAIN
EXISTING WALL, TO REMAIN
EXISTING WALL, TO REMAIN
PROPOSED WINDOW
PROPOSED WINDOW
22
A-8
22
A-8
W1
A-3
W1
A-3
10 : 12
8'-5"9'-4"
25'-2 1/16"
PROPOSED SHINGLE ROOF
PROPOSED SHINGLE ROOF
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
22
A-8
22
A-8
03
A-3
03
A-3
01
A-3
01
A-3
ROOF DORMER
04
A-3
04
A-3
1 1/2 : 12 2 1/2 : 12
10 : 126 : 12
EXISTING CEILING
TO REMAIN
PROPOSED CATHEDRAL
CEILING
NEW HEADERS:
SEE TABLE 780 CRM - 5502.5 (2)
ON PAGE A-3
EXISTING HEADERS
11
STAIRCASE NOTE:
ALL STAIRCASE, HANDRAILS AND GUARDRAILS TO
COMPLY WITH PROVISIONS OF IRC 2015 CHAPTER
3 SECTIONS R311AND R312 AND MA/CMR780 9th
EDITION AMENDMENTS
HEADERS:
SEE TABLE 780 CRM - 5502.5 (2) ON PAGE A-8
COLUMN PADS:
24"x24"x12" CONCRETE FOOTING W/5
#5 BARS EACH WAY W/ CONTROL JOINTS
PLEASE, SEE DETAIL 16 ON PAGE A-8
SONOTUBE:
12'' SONOTUBE W/4'' DEEP
PSL SCHEDULE
2D SYMBOL TYPE
PSL POST 4X4
PSL POST 6X6
HSS COLUMN 6X6
22
9'-4"
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
01
A-3
01
A-3
COLLAR TIE ON
EACH RAFTERS (2X6)
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 12" LVL RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 6" PITCH
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 12" LVL RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 10" PITCH
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 12" LVL RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 10" PITCH
02
A-3
02
A-3
22
A-8
22
A-8
03
A-3
03
A-3
04
A-3
04
A-3
PD (2X4)
PD (2X4)
VIF POST DN TO (E) LALLY IN
BASEMENT OR ADD NEW AT
THIS LOCATION WITH A FOOTING
VIF POST DN TO (E) LALLY IN
BASEMENT OR ADD NEW AT
THIS LOCATION WITH A FOOTING
2X10'' RAFTERS @16'' O.C.
2X10'' RAFTERS @16'' O.C.
BEAM (2X12)
RIDGE BOARD (2X12)
2X10'' RAFTERS @16'' O.C.
For SI: 1 inch = 25.4 mm
01 - RIDGE DETAIL
02 - COLLAR TIE
W1 - (TYP. EXTERIOR WALL)
EXISTING
WINDOW
10'-6"
9'
24''
MASTER BEDROOM
EXISTING ROOF TO REMAIN
PROPOSED NEW ROOF
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 12" RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 6" PITCH
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 12" RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 10" PITCH
CONSTRUCTION ROOF
· ASPHALT SHINGLES
· ROOF UNDERLAYMENT
· 5/8" CDX PLYWOOD
· 12" RIDGE BOARD
· SIMPSON RAFTER HANGERS
· 2X10 RAFTERS @16". O.C.
· SIMPSON H2.5A HURRICANE TIE
· INSULATION, MIN R60
· 1X3 STRAPPING
· 1/2" GWB
· 10" PITCH
01
A-3
01
A-3
COLLAR TIE ON
EACH RAFTERS (2X6)
03
A-3
03
A-3
EXISTING FLOOR JOISTS TO REMAIN
P R O J E C T I O N R O O F 1 2 '' P I T C H
W1W1
CATHEDRAL CEILING
EXISTING ROOF TO REMAIN
PROPOSED HEADER
(3) 2" X 8"
CONSTRUCTION WALL
·BUILDING UNDERLAYMENT
·1/2" CDX PLYWOOD SHEATHING
·2X6 #2 SPF STUDS, @ 16" OC
·INSULATION, MIN R30
·1/2" GWB
PD (2X4)
BEAM 2X12
EXISTING
WINDOW
03 - SOFFIT DETAIL
EXISTING STAIRS
EXISTING WALL, TO REMAIN
EXISTING WALL, TO REMAIN
EXISTING WALL, TO REMAIN
WINDOW SCHEDULE
3D EXTERIOR ELEVATION NUMBER QTY FLOOR R/O WIDTH HEIGHT EGRESS DESCRIPTION
W01 2 2 30 1/2"X48 1/2"29 1/2 "47 1/2 "DOUBLE HUNG
PROPOSED WINDOW
PROPOSED WINDOW
04 - RAFTER HEAD DETAIL
EXISTING NEW
EXISTING
RAFTERS
EXISTING
LEDGER
2X10
RAFTERS
BEAM 2X12
SHEET:
SCALE:
DATE:
05/01/2024
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
A-3
PROJECT ADDRESS:
3 SMITH ST.
SALEM, MA
DEMOLITION SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
PROPOSED ROOF PLAN
SCALE: 1/4" = 1'-0"
PROPOSED ROOF FRAME
SCALE: 1/4" = 1'-0"
DEMOLITION ROOF PLAN
SCALE: 1/4" = 1'-0"
PROPOSED SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
NOTES:
CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT
BUILDING MEETS ALL REQUIRED LOCAL, STATE AND
FEDERAL BUILDING CODES. ANY DISCREPANCIES/
CONFLICTS IN PLANS AND WITH LOCAL, STATE AND
FEDERAL BUILDING CODES SHOULD BE BROUGHT
TO THE ATTENTION OF THE CLIENT AND/ OR
DESIGNER IMMEDIATELY.
CONTRACTOR IS RESPONSIBLE FOR MEANS AND
METHODS OF CONSTRUCTION CONTRACTOR
RESPONSIBLE FOR ALL FLASHING DETAILS.
CONTRACTOR TO VERIFY LOCATION OF ALL
MECHANICAL
EQUIPMENT, VENT LOCATIONS W/ CLIENT.
ALL THROUGH WALL VENTS SHOULD BE LOCATED
OFF FRONT ELEVATION WHERE POSSIBLE
CONTRACTOR IS RESPONSIBLE FOR MAKING SURE
ALL LOAD PATHS ARE CORRECTLY ESTABLISHED
AND DIRECTED TO APPROPRIATE BEARING
LOCATIONS.
FRAMING PLANS MAY REQUIRE HEADERS/ GIRDERS
NOT DESCRIBED. ANY PROBLEMS/DISCREPANCIES
PLEASE BRING TO IMMEDIATE ATTENTION OF
DESIGNER.
CONTRACTOR TO PROVIDE CONTINUOUS SOLID
BLOCKING BETWEEN ALL STUDS AND POSTS
CARRYING STRUCTURAL LOADS WHERE REQUIRED.
CONTRACTOR TO CONFIRM LOCATIONS OF GIRDER
POCKETS FOR DROPPED GIRDERS
DEMOLITION PLANS, PROPOSED PLANS,
PROPOSED FRAME PLANS, DETAILS,
NOTES & TABLE
INDICATED
PROPOSED CROSS SECTION - S1
SCALE: 1/2" = 1'-0"
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOW
W01W01W01W01
24''
1'-8''
FIRST FLOOR LEVEL
9'-10''
SECOND FLOOR LEVEL
22'-7''
ROOF LEVEL
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOW
W01W01W01W01
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOWEXISTING
WINDOW
1'-8''
FIRST FLOOR LEVEL
9'-10''
SECOND FLOOR LEVEL
22'-7''
ROOF LEVEL
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
DOOR
EXISTING
WINDOWEXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
1'-8''
FIRST FLOOR LEVEL
9'-10''
SECOND FLOOR LEVEL
22'-7''
ROOF LEVEL
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOW
EXISTING
WINDOWEXISTING
WINDOW
1'-8''
FIRST FLOOR LEVEL
9'-10''
SECOND FLOOR LEVEL
22'-7''
ROOF LEVEL
EXISTING
WINDOWEXISTING
WINDOW
SHEET:
SCALE:
DATE:
05/01/2024
THE PAPER SIZE NEEDS TO BE 24" X 36" TO SCALE PROPERLY
A-4
PROJECT ADDRESS:
3 SMITH ST.
SALEM, MA
INDICATED
PROPOSED EXTERIOR ELEVATIONS,
PROPOSED PERSPECTIVES,
NOTES & TABLES
PROPOSED FRONT ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED LEFT ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED REAR ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED PERSPECTIVES
NO SCALE
DEAD LOAD = 10 psf DEAD LOAD = 20 psf
MAXIMUM RAFTER SPANSa
2x4 2x6 2x8 2x10 2x12 2x4 2x6 2x8 2x10 2x12
SPECIES AND GRADE
RAFTER
SPACING
(inches)
DOUGLAS FIR-LARCH SS
DOUGLAS FIR-LARCH #1
DOUGLAS FIR-LARCH #2
DOUGLAS FIR-LARCH #3
HEM-FIR SS
HEM-FIR #1
HEM-FIR #2
HEM-FIR #3
SOUTHERN PINE SS
SOUTHERN PINE #1
SOUTHERN PINE #2
SOUTHERN PINE #3
SPRUCE-PINE-FIR SS
SPRUCE-PINE-FIR #1
SPRUCE-PINE-FIR #2
SPRUCE-PINE-FIR #3
(feet -
inches)
(feet -
inches)
(feet -
inches)
(feet -
inches)
(feet -
inches)
(feet -
inches)
(feet -
inches)
(feet -
inches)
(feet -
inches)
(feet -
inches)
7-8
7-1
6-9
5-2
7-3
7-0
6-7
5-0
7-6
7-1
6-1
4-8
7-1
6-8
6-8
5-0
15-11
13-2
12-6
9-7
15-0
13-0
12-2
9-4
15-7
13-5
11-7
8-9
14-8
12-4
12-4
9-4
12-1
10-5
9-10
7-7
11-5
10-3
9-7
7-4
11-10
10-7
9-2
6-11
11-2
9-9
9-9
7-4
19-9
16-1
15-3
11-8
19-1
15-11
14-10
11-5
19-11
15-9
13-9
10-7
18-0
15-1
15-1
11-5
22-10
18-8
17-9
13-6
22-1
18-5
17-3
13-2
23-7
18-8
16-2
12-6
20-11
17-6
17-6
13-2
7-8
6-7
6-3
4-9
7-3
6-6
6-1
4-8
7-6
6-7
5-8
4-4
7-1
6-2
6-2
4-8
11-10
9-8
9-2
7-0
11-5
9-6
8-11
6-10
11-10
9-10
8-5
6-5
10-9
9-0
9-0
6-10
14-11
12-2
11-7
8-10
14-5
12-10
11-3
8-8
15-7
12-5
10-9
8-1
13-8
11-5
11-5
8-8
18-3
14-11
14-2
10-10
17-8
14-9
13-9
10-6
18-6
14-7
12-9
9-10
15-11
13-11
13-11
10-6
21-2
17-3
16-5
12-6
20-5
17-1
15-11
12-3
21-10
17-3
15-0
11-7
19-4
16-2
16-2
12-3
TABLE R802.5.1(4)
RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters,
l/A = 180)
16