56 School Street Salem MA Permit Set (1)APPLICABLE CODES:
2021 INTERNATIONAL RESIDENTIAL CODE
2021 INTERNATIONAL MECHANICAL CODE
2021 PLUMBING CODE
2021 INTERNATIONAL ENERGY CODE
CITY OF SALEM ZONING ORDINANCE
BUILDING CONSTRUCTION:
FLOOR -WOOD FRAME
EXTERIOR WALLS -WOOD SHINGLES/LAP SIDING, PVC TRIM W/ STUD BACKUP
INTERIOR WALLS -WOOD STUD W/ BLUEBOARD & PLASTER FINISH
BUILDING IS LOCATED ON ZONE R2-RESIDENTAIL TWO-FAMILY
BUILDING INFORMATION:
GENERAL NOTES:
1.CONSTRUCTION TO BE IN ACCORDANCE WITH THE XXX (STATE)
BUILDING CODE, NINTH EDITION (FOR ONE & TWO FAMILY DWELLINGS)
(MA)AND THE INTERNATIONAL RESIDENTIAL CODE (IRC 2021).
2.THE CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIALS,
MEANS, AND METHODS OF CONSTRUCTION ASSOCIATED WITH THIS
PROJECT.
3.CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND ELEVATIONS
SHOWN ON THE DRAWINGS.
4.THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE
CONTRACT DRAWINGS, ANY DISCREPENCIES SHALL BE BROUGHT TO
THE ATTENTION OF THE DESIGNER OR ENGINEER BEFORE PROCEEDING
WITH THE AFFECTED WORK. ANY VARIATIONS OR SUBSTITUTIONS OF
STRUCTURAL MATERIAL OR DETAILS FROM THOSE DEPICTED ON THE
DRAWINGS MAY BE MADE ONLY WITH THE PRIOR APPROVAL OF THE
ARCHITECT OR ENGINEER.
5.SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS OR CHANGES TO
ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION, OR
INSTALLATION.
6.CONTRACTOR SHALL MAINTAIN SMOKE FREE PREMISES CLEAN AND
FREE OF ALL TRASH DEBRIS AND SHALL PROTECT ALL ADJACENT WORK
FROM DAMAGE, SOILILNG, PAINT OVERSPRAY, ETC. ALL FIXTURES,
EQUIPMENT, GLAZING, FLOORS ETC. SHALL BE LEFT CLEAN AND READY
FOR OCCUPANCY UPON CMPLETIOTN OF THE PROJECT.
7.ALL MANUFACTURER'S PRINTED WARNINGS FOR HANDLING OF
PRODUCTS MUST BE STRICTLY OBSERVED. SAVE ALL MATERIAL FOR
OWNER.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SAFETY
DURING CONSTRUCTION INCLUDING BUT NOT LIMITED TO SHEETING,
SHORING, AND GUYING STRUCTURES, BARRIERS, AND SIGNAGE.
9.DO NOT SCALE THE DRAWINGS. DIMENSION STRINGS HAVE BEEN
PROVIDED AND REPRESENT THE ACTUAL MEASUREMENT AS NOTED.
CLIENT:
24 x 36
DateJob Number
CONTRACTOR:DESIGNER:
9/
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9
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NIKO'S RESIDENCE
NIKO'S RESIDENCE
09/10/2024Project #
56 School St, Salem, MA 01970
PERMIT SET
09/10/2024
NIKOLLAQ PAPA
SCOPE: PROPOSED CHANGE OF OCCUPANCY
56 School St,
Salem, MA 01970
PHONE # 978-893-9746
PARID & MIKAELA LLC
ADIMIR TOSKA
26 Beaver Park Danvers,
MA 01923 Phone #
978-473-0699
ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
SCOPE: PROPOSED CHANGE OF OCCUPANCY & NEW DORMER
DRAWING LIST
A0.0 COVER SHEET & PROJECT INFORMATION
A0.1 PROPOSED ARCHITECTURAL SITE PLAN
A1.1 PROPOSED FLOOR PLANS
AEX1.1 EXISTING FLOOR PLANS
AEX1.2 EXISTING FLOOR PLANS
AEX2.0 EXISTING ELEVATIONS
ASR1.1 SELECTIVE REMOVAL PLAN - BASEMENT & FIRST FLOOR
A1.0 PROPOSED FLOOR PLANS
A2.0 PROPOSED EXTERIOR ELEVATIONS
A3.1 PROPOSED PERSPECTIVE VIEWS
S1.0 PROPOSED FRAMING PLANS
S1.1 PROPOSED FRAMING PLANS
S1.2 PROPOSED FRAMING PLANS & SECTION DETAILS
LOCUS MAP
56 School St, Salem, MA 01970
DN
DN
UP
UP
DN
DN
DN
DN
D
UP
UP
UP
AEX2.0
1
120 SF
SUNROOM
106
35 SF
BATHROOM
105
189 SF
KITCHEN
104
188 SF
LIVING
AREA
101
155 SF
DINING
AREA
102
156 SF
LIVING
AREA
10357 SF
STAIR
100
AEX2.0
3
AEX2.0 2
AEX2.04
AEX2.0
1
W/D
95 SF
BATHROOM
20287 SF
BEDROOM-2
203
12 SF
CLOSET
203A
12 SF
CLOSET
204A
32 SF
HALL
201
5 SF
CLOSET
113
122 SF
OFFICE
200
149 SF
PRIMARY
BEDROOM
204
142 SF
BEDROOM-1
205
9 SF
CLOSET
205A
67 SF
STAIR
118
AEX2.0
3
AEX2.0 2
AEX2.04
EXISTING MAIN BEAM
AEX2.0
1
AEX2.0
3
AEX2.0 2
AEX2.04
CONSTRUCTION
MANAGER:
24 x 36
Sc
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=
1
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-0"
9/
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9
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AEX1.1
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2
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56
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ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
1/4" = 1'-0"2 EXISTING 1ST FLOOR PLAN
1/4" = 1'-0"3 EXISTING 2ND FLOOR PLAN
1/4" = 1'-0"1 EXISTING BASEMENT FLOOR PLAN
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
DN
AEX2.0
1
ROOF BELOW
UNFINISHED ATTIC TO
REMAIN THE SAME
AEX2.0
3
AEX2.0 2
AEX2.04
AEX2.0
1
AEX2.0
3
AEX2.0 2
AEX2.04
24 x 36
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AEX1.2
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09
/
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2
0
2
4
1/4" = 1'-0"1 EXISTING ATTIC FLOOR PLAN
1/4" = 1'-0"2 EXISTING TOP OF THE ROOF
CONSTRUCTION
MANAGER:
NI
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ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
T.O. 1ST FLOOR SLAB
0' -0"
T.O. 2ND FLOOR SLAB
8' -10"
ATTIC FLOOR PLAN
17' -8"
TOP OF ROOF
27' -2 5/16"
GROUND LEVEL
-3' -6"
PROPOSED NEW ROOF
28' -7"
T.O. 1ST FLOOR SLAB
0' -0"
T.O. 2ND FLOOR SLAB
8' -10"
ATTIC FLOOR PLAN
17' -8"
TOP OF ROOF
27' -2 5/16"
PROPOSED NEW ROOF
28' -7"
T.O. 1ST FLOOR SLAB
0' -0"
T.O. 2ND FLOOR SLAB
8' -10"
ATTIC FLOOR PLAN
17' -8"
TOP OF ROOF
27' -2 5/16"
GROUND LEVEL
-3' -6"
PROPOSED NEW ROOF
28' -7"
T.O. 1ST FLOOR SLAB
0' -0"
T.O. 2ND FLOOR SLAB
8' -10"
ATTIC FLOOR PLAN
17' -8"
TOP OF ROOF
27' -2 5/16"
GROUND LEVEL
-3' -6"
PROPOSED NEW ROOF
28' -7"
24 x 36
Sc
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1/
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=
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9/
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9
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AEX2.0
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09
/
1
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/
2
0
2
4
1/4" = 1'-0"1 EXISTING FRONT ELEVATION
1/4" = 1'-0"3 EXISTING REAR ELEVATION
1/4" = 1'-0"2 EXISTING LEFT ELEVATION
1/4" = 1'-0"4 EXISTING RIGHT ELEVATION
CONSTRUCTION
MANAGER:
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SC
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56
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ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
DN
UP
UP
DN
DN
UP
UP
DN
DN
D
UP
DEMO LEGEND:
EXISTING WALL TO REMAIN
DEMO WALL OR COMPONENT
DEMO DOOR
DEMO NOTE:
DEMO STAIR
FROM BASEMENT
TO 1ST FLOOR
(ELECTRIC PANEL
TO BE ON EACH UNIT
HEATING/COOLING
WILL BE ELECTRIC
MINISPLITC)
DEMO NOTE:
DEMO STAIR
FROM BASEMENT
TO 1ST FLOOR
(ELECTRIC PANEL
TO BE ON EACH UNIT
HEATING/COOLING
WILL BE ELECTRIC
MINISPLITC)
ROOF BELOW
24 x 36
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=
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ASR1.1
SE
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09
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2
4
1/4" = 1'-0"2 LEVEL 1 -SELECTIVE REMOVAL PLAN
1/4" = 1'-0"1 BASEMENT FLOOR PLAN
1/4" = 1'-0"3 LEVEL 2 -SELECTIVE REMOVAL PLAN
CONSTRUCTION
MANAGER:
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SC
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ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
HO
U
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E
F
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T
P
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T
PROPERTY
LINE
SCHOOL
STREET
REQUIRED
SETBACKS
R
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Q
.
S
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T
B
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K
S
1
0
'
-
0
"
REQ. SETBACKS30'-0"
R
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Q
.
S
E
T
B
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K
S
1
0
'
-
0
"
REQ. SETBACKS
15'-0"
1
1
'
-
4
3
/
4
"
2
4
'
-
6
"
4'-4"
10'-0"
6
'
-
7
"
14'-4"
U
P
PROPOSED
NEW DECK
3
'
-
8
"
2
0
'
-
1
0
"
1
'
-
0
"
.
24 x 36
Sc
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1/
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1
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9/
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4
9
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7
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5
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A0.1
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2
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CONSTRUCTION
MANAGER:
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SC
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ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
UP
DN
DN
UP
DN
DN
D
UP
FLOOR PLAN LEGEND:
EXISTING WALL TO REMAIN
PROPOSED NEW WALL
NO WORK THIS AREA
EXISTING DOOR
NEW DOOR
SP PHOTO SENSITIVE SMOKE
DETECTOR (HARD WIRE)
S
CO
COMBINATION PHOTO SENSITIVE
SMOKE/CARBON MONOXIDE DETECTOR
(HARD WIRE)
HEAT DETECTOR (HARD WIRE)HT
EXISTING MAIN BEAM
A2.0
3
GENERAL CONSTRUCTION NOTES:
1.USE METAL JOISTS AND BEAM HANGERS FOR ALL
FLUSH FRAMED CONDITIONS, USE STEEL
CONNECTION ASSEMBLIES TO FULLY DEVELOPE THE
CONNECTED MEMBERS. ALL BEAMS AND LINTELS TO
BE CONNECTED TO WOOD POSTS WITH MINIMUM 12
GA. STEEL POST CAPS BY "SIMPSON" OR EQUAL.
2.THE MINIMUM INTERIOR HEADER SIZE IS 2 @ 2X6
TYPICAL, UNLESS NOTED OTHERWISE. (U.N.O)
3.THE MINIMUM EXTERIOR HEADER SIZE IS 3 @ 2X8
TYPICAL, U.N.O.
4.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED
5.ALL STUD WALL DIMENSIONS ARE TO FACE OF STUD
U.N.O. MASONRY/CONCRETE DIMENSIONS ARE TO
FACE OF MASONRY/CONCRETE.
6.CEILING HEIGHTS ARE SUBFLOOR TO UNDERSIDE OF
FINISHED CEILING.
7.ALL EXTERIOR STUDS ARE 5-1/2" U.N.O & ALL
INTERIOR STUDS ARE 3-1/2" U.N.O.
8.REFERT O STRUCTURAL DRAWINGS &
SPECIFICATIONS FOR ADDITIONAL, STRUCTURAL,
INFORMATION. CONTACT ARCHITECT WITH ANY
FOUND DISCREPENCIES OR CONFLICTS.
9.ALL DOORS AND CASED OPENINGS ARE TO BE
LOCATED 5" FROM ADJACENT WALL FRAMING TO
DOOR OPENING OR CENTERED ON THE WALL WHERE
LOCATED, U.N.O.
10.INTERIOR THRESHOLDS AT WOOD/TILE &
WOOD/CARPET TRANSITION TO BE WOOD TO MATCH
WOOD FLOORING.
11.ALL CLOTHING CLOSETS TO HAVE A HANGING ROD
AT 5'-6" AFF WITH EDGEBANDED PAINTED PLYWOOD
SHELF ABOVE U.N.O. LINEN CLOSETS TO HAVE (5) 16"
DEEP EDGEBANDED PAINTED PLYWOOD SHELVES ON
LEDGERS, FINISHES WITHIN CLOSETS TO MATCH
ADJACENT ROOMS.
12.ALL WINDOW AND DOOR HEIGHTS TO MATCH U.N.O.
(ALIGN FINISH HEAD TRIM, TYPICAL).
13. THERE IS NO STRUCTURAL CHANGES OF THE
HOUSE
3'
-
0
"
1'
-
8
"
9'
-
1
0
1
/
2
"
13'-0 3/4"
12'-1 3/4"
8'-7 3/4"
3'-6"
11
'
-
1
1
/
2
"
TV
137 SF
PRIMARY
BEDROOM
102
14 SF
CLOSET
102A
123 SF
BEDROOM-1
103
392 SF
KITCHEN
104 35 SF
BATHROOM
105
Redundant Room
LIVING/DINING
101
56 SF
STAIR
100
13 SF
CLOSET
103A
36
X
8
0
120 SF
SUNROOM
106
43 1/2"X62 1/2" WINDOW
SIZE, MEETS EGRESS
REQUIREMENTS
43 1/2"X62 1/2"
WINDOW SIZE,
MEETS EGRESS
REQUIREMENTS
SCO
SP
SP
SCO
12 SF
LAUNDRY
107
UP
DECK ABOVE
EQ EQ EQ
7'-10"
9'
-
6
"
14
'
-
4
1
/
4
"
A2.0
3
A2.0 2
A2.04
A2.0
1
SP
SCO
3'-0"
145 SF
BEDROOM-2
203
130 SF
BEDROOM-1
201
98 SF
BATHROOM
205
134 SF
LEAVING/DINING
AREA
204
9 SF
CLOSET
203A
125 SF
KITCHEN
202
40 SF
STAIR
200
31"X58" WINDOW
SIZE, MEETS EGRESS
REQUIREMENTS
31"X58" WINDOW
SIZE, MEETS EGRESS
REQUIREMENTS
SP
PROPOSED NEW DECK
DN
14
'
-
4
"
10
'
-
0
"
24'-6"
4'-0"
A2.0
3
A2.0 2
A2.04
4'
-
4
"
3'-0"
3'
-
0
"
2'
-
0
"
TV
SCO
17 SF
CLOSET
201A
3'
-
2
"
4'-3 1/4"
24 x 36
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9
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2
0
2
4
1/4" = 1'-0"1 BASEMENT -PROPOSED FLOOR PLAN
1/4" = 1'-0"2 LEVEL 1 -PROPOSED FLOOR PLAN
1/4" = 1'-0"3 LEVEL 2 -PROPOSED FLOOR PLAN
CONSTRUCTION
MANAGER:
NI
K
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S
I
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SC
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:
P
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P
A
N
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Y
56
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,
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A
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1
9
7
0
ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
DN
A2.0
3
A2.0 2
A2.04
A2.0
1
ROOF BELOW
EQ
EQ
EQ
EQ
12
'
-
6
"
2'
-
1
1
"
5'
-
0
1
/
2
"
12
'
-
0
"
13'-0 3/4"
55 SF
BATHROOM
132
32 SF
CLOSET
133
218 SF
PRIMARY
BEDROOM
134
31 SF
STORAGE
135
131 SF
BEDROOM-3
136
31 SF
CLOSET
137
85 SF
STAIR
138
EGRESS WINDOW
31"X58"31"X58"
31
"
X
5
8
"
31
"
X
5
8
"
31
"
X
5
8
"
31
"
X
5
8
"
EGRESS WINDOW
A2.0
3
A2.0 2
A2.04
A2.0
1
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
FLOOR PLAN LEGEND:
EXISTING WALL TO REMAIN
PROPOSED NEW WALL
NO WORK THIS AREA
EXISTING DOOR
NEW DOOR
SP PHOTO SENSITIVE SMOKE
DETECTOR (HARD WIRE)
S
CO
COMBINATION PHOTO SENSITIVE
SMOKE/CARBON MONOXIDE DETECTOR
(HARD WIRE)
HEAT DETECTOR (HARD WIRE)HT
GENERAL CONSTRUCTION NOTES:
1.USE METAL JOISTS AND BEAM HANGERS FOR ALL
FLUSH FRAMED CONDITIONS, USE STEEL
CONNECTION ASSEMBLIES TO FULLY DEVELOPE THE
CONNECTED MEMBERS. ALL BEAMS AND LINTELS TO
BE CONNECTED TO WOOD POSTS WITH MINIMUM 12
GA. STEEL POST CAPS BY "SIMPSON" OR EQUAL.
2.THE MINIMUM INTERIOR HEADER SIZE IS 2 @ 2X6
TYPICAL, UNLESS NOTED OTHERWISE. (U.N.O)
3.THE MINIMUM EXTERIOR HEADER SIZE IS 3 @ 2X8
TYPICAL, U.N.O.
4.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED
5.ALL STUD WALL DIMENSIONS ARE TO FACE OF STUD
U.N.O. MASONRY/CONCRETE DIMENSIONS ARE TO
FACE OF MASONRY/CONCRETE.
6.CEILING HEIGHTS ARE SUBFLOOR TO UNDERSIDE OF
FINISHED CEILING.
7.ALL EXTERIOR STUDS ARE 5-1/2" U.N.O & ALL
INTERIOR STUDS ARE 3-1/2" U.N.O.
8.REFERT O STRUCTURAL DRAWINGS &
SPECIFICATIONS FOR ADDITIONAL, STRUCTURAL,
INFORMATION. CONTACT ARCHITECT WITH ANY
FOUND DISCREPENCIES OR CONFLICTS.
9.ALL DOORS AND CASED OPENINGS ARE TO BE
LOCATED 5" FROM ADJACENT WALL FRAMING TO
DOOR OPENING OR CENTERED ON THE WALL WHERE
LOCATED, U.N.O.
10.INTERIOR THRESHOLDS AT WOOD/TILE &
WOOD/CARPET TRANSITION TO BE WOOD TO MATCH
WOOD FLOORING.
11.ALL CLOTHING CLOSETS TO HAVE A HANGING ROD
AT 5'-6" AFF WITH EDGEBANDED PAINTED PLYWOOD
SHELF ABOVE U.N.O. LINEN CLOSETS TO HAVE (5) 16"
DEEP EDGEBANDED PAINTED PLYWOOD SHELVES ON
LEDGERS, FINISHES WITHIN CLOSETS TO MATCH
ADJACENT ROOMS.
12.ALL WINDOW AND DOOR HEIGHTS TO MATCH U.N.O.
(ALIGN FINISH HEAD TRIM, TYPICAL).
13. THERE IS NO STRUCTURAL CHANGES OF THE
HOUSE
24 x 36
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09
/
1
0
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2
0
2
4
1/4" = 1'-0"1 ATTIC -PROPOSED FLOOR PLAN
1/4" = 1'-0"2 PROPOSED TOP OF THE ROOF
CONSTRUCTION
MANAGER:
NI
K
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56
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9
7
0
ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
SP
SP
SCO
T.O. 1ST FLOOR SLAB
0' -0"
T.O. 2ND FLOOR SLAB
8' -10"
ATTIC FLOOR PLAN
17' -8"
TOP OF ROOF
27' -2 5/16"
GROUND LEVEL
-3' -6"
THE SCOPE OF
EXTERIOR WORK
31"X58"31"X58"
PROPOSED NEW ROOF
28' -7"
T.O. 1ST FLOOR SLAB
0' -0"
T.O. 2ND FLOOR SLAB
8' -10"
ATTIC FLOOR PLAN
17' -8"
TOP OF ROOF
27' -2 5/16"
GROUND LEVEL
-3' -6"
THE SCOPE OF
EXTERIOR WORK
PROPOSED NEW ROOF
28' -7"
T.O. 1ST FLOOR SLAB
0' -0"
T.O. 2ND FLOOR SLAB
8' -10"
ATTIC FLOOR PLAN
17' -8"
TOP OF ROOF
27' -2 5/16"
GROUND LEVEL
-3' -6"
THE SCOPE OF
EXTERIOR WORK
PROPOSED NEW ROOF
28' -7"
31"X58"31"X58"31"X58"31"X58"
T.O. 1ST FLOOR SLAB
0' -0"
T.O. 2ND FLOOR SLAB
8' -10"
ATTIC FLOOR PLAN
17' -8"
TOP OF ROOF
27' -2 5/16"
GROUND LEVEL
-3' -6"
PROPOSED NEW ROOF
28' -7"
24 x 36
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4
1/4" = 1'-0"3 PROPOSED REAR ELEVATION
1/4" = 1'-0"2 PROPOSED LEFT ELEVATION
1/4" = 1'-0"4 PROPOSED RIGHT ELEVATION
1/4" = 1'-0"1 PROPOSED FRONT ELEVATION
CONSTRUCTION
MANAGER:
NI
K
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U
P
A
N
C
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56
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,
M
A
0
1
9
7
0
ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
24 x 36
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0
2
4
3 REAR-RIGHT PERSPEECTIVE VIEW
1 FRONT-LEFT PERSPECTIVE VIEW 2 REAR-LEFT PERSPECTIVE VIEW
4 FRONT-RIGHT PERSPECTIVE VIEW
CONSTRUCTION
MANAGER:
NI
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A
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56
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ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
UP
DN
DN
UP
DN
EXISTING DECK ABOVE
TYP SONATUBE 5
S1.2
Sim
FLOOR JOIST
BEARING WALL
FRAMING LEGEND:
ROOF JOIST
CELING JOIST
EXISTING TO REMAIN
HEADERS
6X6 PT POSTS
6"
6"
6"
9'
-
6
"
6"7'-10"7'-10"7'-10"6"
DECK ABOVE
6"
4'
-
4
"
9'
-
6
"
14
'
-
4
"
24'-6"
9'-6 3/4"3'-6 1/4"7'-2"3'-3"
5
S1.2
Sim
BUILDING ENCLOSURE NOTES:
1.MAINTAIN CONTINUITY OF ALL EXTERIOR
ENVELOPE CONTROL LAYERS (WEATHER BARRIER,
AIR BARRIER, INSULATION, VAPOR RETARDER, AND
ALL ASSOCIATED TRANSITIONS) THROUGHOUT THE
ENTIRE BUILDING.
2.MAINTAIN FULL CONTINUITY AT TRANSITIONS
BETWEEN BUILDING ENVELOPE COMPONENTS
SUCH AS WALL-TO-ROOF INTERSECTIONS, WALL-
TO-FLOOR OR FOUNDATION INTERSECTIONS, OR
WALL-TO-WALL INTERSECTIONS.
3.TRANSITIONS INCLUDE, BUT ARE NOT LIMITED TO,
ATTICS, MECHANICAL SPACES, SOFFITS, EXHAUST
AND INTAKE AIR VENTS, PIPE AND CABLE
PENETRATIONS, ACCESS PANELS, ELECTRICAL
RECEPTACLES, BASEBOARDS, DOORS AND
WINDOW INTERFACE, TOP OF WALLS, HEADERS &
RIM JOISTS, INTERSECTIONSOF PLYWOOD
SUBFLOORS, EXTERIOR WALL SHEATHING,
UNDERSIDE OF ROOF FRAMING, UNDERSIDE OF
FLOOR FRAMING EXPOSED TO THE WEATHER
FOUNDATION WALLS, AND FLOOR SLABS.
4.EXTERIOR THERMAL ENVELOPE INSULATION SHALL
BE INSTALLED IN SUBSTANTIAL CONTACT AND
CONTINUOUS ALIGNMENT WITH BUILDING
ENVELOPE AIR BARRIER. BREAKS OR JOINTS IN
THE AIR BARRIER SHALL BE FILLED OR SEALED. AIR
PERMEABLE INSULATION SHALL NOT BE USED AS A
SEALING MATERIAL. AIR PERMEABLE INSULATION
SHALL BE INSIDE OF AIR BARRIER.
5.ENSURE THAT THERE ARE NO THERMAL BRIDGES
BETWEEN SYSTEM COMPONENTS.
6.THERMAL BARRIER-ALL FOAM PLASTIC TO BE
SEPARATED FROM BUILDING INTERIOR BY AN
APPROVED THERMAL BARRIER PER IRC R316.4.
MAINTAIN CONTINUITY OF THERMAL BARRIER AT
ALL ASSEMBLY TRANSITIONS.
24 x 36
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4
1/4" = 1'-0"1 BASEMENT -PROPOSED FOUNDATION PLAN
1/4" = 1'-0"2 LEVEL 1 -PROPOSED FRAMING PLAN
STRUCTURAL NOTES
GENERAL
1. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS
STATE BUILDING CODE, NINTH EDITION (FOR ONE
AND TWO
FAMILY DWELLINGS) AND THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC
2015)
2. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE STRUCTURAL
DRAWINGS. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH
THE AFFECTED WORK. ANY VARIATIONS OR
SUBSTITUTIONS OF STRUCTURAL MATERIALS OR DETAILS FROM THOSE
INDICATED ON THE DRAWINGS MAY BE MADE ONLY
WITH THE PRIOR APPROVAL OF THE ENGINEER OR ARCHITECT.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, AND COORDINATION OF
TRADES.
FOUNDATIONS
1. FOUNDATIONS SHALL BEAR UNDISTURBED NATIVE SOIL OR COMPACTED
STRUCTURAL BACKFILL. NO FOUNDATION SHALL
BE PLACED ON FROZEN SUBGRADE. CONTRACTOR SHALL INFORM THE
STRUCTURAL ENGINEER OF ANY UNUSUAL OR
DOUBTFUL SOIL CONDITIONS.
2. PRESUMED SOIL BEARING CAPACITY IS 3000 PSF.
3. BOTTOM OF EXTERIOR FOOTINGS SHALL BE SET AT LEAST 4 FEET BELOW
FINAL GRADE (UNLESS FOOTING IS ON LEDGE).
4. IF STRUCTURAL FILL IS NEEDED, PLACE STRUCTURAL FILL IN 8-INCH LIFTS
AND COMPACT TO 95% DENSITY AS
DETERMINED BY MODIFIED PROCTOR TEST –ASTM D1557.
CONCRETE
1. CONCRETE FOR FOUNDATION WALLS SHALL HAVE A COMPRESSIVE
STRENGTH OF AT LEAST 3000 PSI; CONCRETE FOR
SLAB SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 PSI.
CONCRETE SHALL BE AIR-ENTRAINED.
2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN
CONCRETE INSTITUTE’S (ACI) “BUILDING CODE
REQUIREMENTS
FOR REINFORCED CONCRETE”(ACI 318), “SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS”(ACI 301) AND
“RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING”(ACI 306).
3. REINFORCING BARS SHALL BE CONTINUOUS AROUND CORNERS
4. NO CONCRETE SHALL BE PLACED ON FROZEN SUBGRADE.
5. ANCHOR BOLTS SHALL BE 1/2 INCH DIAMETER, 12 INCHES LONG, SPACED
AT 48 INCH MAXIMUM AND 12 INCHES MAXIMUM
FROM CORNERS AND ENDS.
6. VERIFY ALL PLUMBING, MECHANICAL, AND ELECTRICAL REQUIREMENTS
BEFORE POURING CONCRETE.
7. PROVIDE 8 INCHES OF FREE-DRAINING COMPACTED GRAVEL AND 10 MIL
POLYETHYLENE VAPOR BARRIER UNDER SLABS
ON GRADE.
8. PROVIDE CONTROL JOINTS IN SLABS TO CONTROL CRACKING. SAW CUT
TO A DEPTH OF 1/4 SLAB THICKNESS (1 INCH
MINIMUM). CONTROL JOINTS SHOULD BE SAW CUT AS SOON AS PRACTICAL.
STRUCTURAL STEEL
1. STRUCTURAL STEEL WORK SHALL CONFORM TO “SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS”(AISC 1989),
“CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES”(AISC),
AND “STRUCTURAL WELDING CODE”(AWS
D1.1)
2. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH
“DETAILING FOR STEEL CONSTRUCTION”(AISC).
3. WIDE FLANGE STEEL BEAMS SHALL CONFORM TO ASTM A572 (Fy = 50 KSI).
4. STEEL PIPE SECTIONS SHALL CONFORM TO ASTM A53, TYPE E OR S,
GRADE B. HSS STEEL TUBE SHALL CONFORM TO
ASTM A500 GRADE B (Fy = 46 KSI)
5. PLATES AND ANGLES SHALL CONFORM TO ASTM A36.
6. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. MINIMUM
DIAMETER SHALL BE 3/4 INCH.
7. WELDS SHALL FULLY DEVELOP THE STRENGTH OF THE MATERIALS BEING
WELDED. FILLET WELDS SHALL BE 1/4 INCH
MINIMUM.
8. PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED DURING STEEL
ERECTION. FRAMING SHALL BE TRUE AND
PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED
9. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO STEEL
FABRICATION.
10. STRUCTURAL STEEL AND STEEL JOISTS SHALL BE PAINTED IN THE SHOP
WITH ONE COAT OF PRIMER.
11. STEEL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND
APPROVAL.
12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY PROPOSED
HOLES OR NOTCHES IN ANY STEEL MEMBER.
WOOD
1. FRAMING LUMBER SHALL BE SPRUCE-PINE-FIR #2 OR BETTER.
2. ALL POSTS SHALL BE FULLY BLOCKED BETWEEN FLOORS WITH THE GRAIN
OF BLOCKING IN A VERTICAL ORIENTATION.
3. PROVIDE AN ADDITIONAL JOIST UNDER ALL INTERIOR WALLS RUNNING
PARALLEL TO FLOOR JOISTS. PROVIDE BLOCKING
BETWEEN FLOOR JOISTS FOR ALL INTERIOR WALLS RUNNING
PERPENDICULAR TO FLOOR JOISTS.
4. PROVIDE BRIDGING AT MID-SPAN OF ALL JOISTS WITHOUT CEILING BELOW.
5. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MODULUS OF
ELASTICITY (E) OF 2,000,000 PSI AND AN ALLOWABLE
BENDING STRESS (Fb) OF 3,100 PSI. LVL’S SHALL BE INSTALLED AND
FASTENED TOGETHER PER MANUFACTURER’S
RECOMMENDATIONS.
6. CONFORM TO MANUFACTURER’S RECOMMENDATIONS WITH RESPECT TO
INSTALLATION, CUTTING, NOTCHING, AND
FASTENING OF ALL ENGINEERED LUMBER.
7. PROVIDE SIMPSON H2.5 HURRICANE TIES AT EVERY RAFTER/ TOP PLATE
CONNECTION.
8. CONNECT OPPOSING RAFTERS TOGETHER WITH COLLAR TIES OR WITH
STEEL STRAP TIES OVER THE RIDGE (SIMPSON
LSTA24).
9. EXTERIOR WALLS SHALL BE CONSTRUCTED USING THE CS-WSP BRACING
METHOD (CONTINUOUSLY SHEATHED WOOD
STRUCTURALPANELS) IN ACCORDANCE WITH THE 2015 INTERNATIONAL
RESIDENTIAL CODE. SPECIFIC REQUIREMENTS
INCLUDE: SHEATHING APPLIED WITH 8d COMMON NAILS SPACED AT 6 INCHES
ALONG EDGES AND AT 12 INCHES
ELSEWHERE.
10. FOR EXTERIOR BRACED WALLS, HORIZONTAL JOINTS IN THE BRACED
WALL PANELS ARE REQUIRED TO BE BLOCKED
(2015 IRC SECTION R602.10.10).
11. WHERE RAFTERS ARE SUPPORTED ON BRACED WALLS, BLOCKING IS
REQUIRED BETWEEN THE RAFTERS IN
ACCORDANCE WITH SECTION R602.10.8.2 OF THE 2015 IRC.
12. EACH DECK IS TO BE LATERALLY TIED TO THE MAIN STRUCTURE IN
ACCORDANCE WITH SECTION R507.2.4 OF THE 2015
INTERNATIONAL RESIDENTIAL CODE.
13. DESIGN AND DETAILING OF DECK RAILING IS THE RESPONSIBILITY OF THE
CONTRACTOR. REFER TO THE 2015
INTERNATIONAL
RESIDENTIAL CODE AND THE PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE PUBLISHED BY THE
AMERICAN FOREST
AND PAPER ASSOCIATION.
CONSTRUCTION
MANAGER:
NI
K
O
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SC
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:
P
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0
ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
DN
DN
D
UP
FLOOR JOIST
BEARING WALL
FRAMING LEGEND:
ROOF JOIST
CELING JOIST
EXISTING TO REMAIN
HEADERS
(3) 2X10 HEADERS
2
S1.2
2X
1
0
@
1
6
"
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.
C
.
F
L
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(3
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2
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(3
)
2
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1
0
H
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S
BUILDING ENCLOSURE NOTES:
1.MAINTAIN CONTINUITY OF ALL EXTERIOR
ENVELOPE CONTROL LAYERS (WEATHER BARRIER,
AIR BARRIER, INSULATION, VAPOR RETARDER, AND
ALL ASSOCIATED TRANSITIONS) THROUGHOUT THE
ENTIRE BUILDING.
2.MAINTAIN FULL CONTINUITY AT TRANSITIONS
BETWEEN BUILDING ENVELOPE COMPONENTS
SUCH AS WALL-TO-ROOF INTERSECTIONS, WALL-
TO-FLOOR OR FOUNDATION INTERSECTIONS, OR
WALL-TO-WALL INTERSECTIONS.
3.TRANSITIONS INCLUDE, BUT ARE NOT LIMITED TO,
ATTICS, MECHANICAL SPACES, SOFFITS, EXHAUST
AND INTAKE AIR VENTS, PIPE AND CABLE
PENETRATIONS, ACCESS PANELS, ELECTRICAL
RECEPTACLES, BASEBOARDS, DOORS AND
WINDOW INTERFACE, TOP OF WALLS, HEADERS &
RIM JOISTS, INTERSECTIONSOF PLYWOOD
SUBFLOORS, EXTERIOR WALL SHEATHING,
UNDERSIDE OF ROOF FRAMING, UNDERSIDE OF
FLOOR FRAMING EXPOSED TO THE WEATHER
FOUNDATION WALLS, AND FLOOR SLABS.
4.EXTERIOR THERMAL ENVELOPE INSULATION SHALL
BE INSTALLED IN SUBSTANTIAL CONTACT AND
CONTINUOUS ALIGNMENT WITH BUILDING
ENVELOPE AIR BARRIER. BREAKS OR JOINTS IN
THE AIR BARRIER SHALL BE FILLED OR SEALED. AIR
PERMEABLE INSULATION SHALL NOT BE USED AS A
SEALING MATERIAL. AIR PERMEABLE INSULATION
SHALL BE INSIDE OF AIR BARRIER.
5.ENSURE THAT THERE ARE NO THERMAL BRIDGES
BETWEEN SYSTEM COMPONENTS.
6.THERMAL BARRIER-ALL FOAM PLASTIC TO BE
SEPARATED FROM BUILDING INTERIOR BY AN
APPROVED THERMAL BARRIER PER IRC R316.4.
MAINTAIN CONTINUITY OF THERMAL BARRIER AT
ALL ASSEMBLY TRANSITIONS.
(3) 2X10 HEADER
2X10 PT @ 16" O.C.
2" x 12" PT STRINGERS
@ 12" O.C.
4'
-
4
"
10
'
-
0
"
24'-6"
3'-2"21'-4"
10
'
-
0
"
4'
-
4
"
14
'
-
4
"
2" x 10" PT
LEDGER BOARD
LAGGED TO SILL
WITH 1/2" x 6" LAG
BOLTS @ 12" O.C.
(2
)
2
"
x
1
0
"
P
T
(2) 2" x 10" PT
(2
)
2
"
x
1
0
"
P
T
2" x 10" GALV.
HANGER (TYP)
BOTH ENDS OF
JOIST
(2) 1/2" x 10" CARRIAGE BOLTS
AT EACH POST
2
S1.2
24 x 36
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09
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2
4
1/4" = 1'-0"2 ATTIC -PROPOSED FRAMING PLAN
STRUCTURAL NOTES
GENERAL
1. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS
STATE BUILDING CODE, NINTH EDITION (FOR ONE
AND TWO
FAMILY DWELLINGS) AND THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC
2015)
2. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE STRUCTURAL
DRAWINGS. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH
THE AFFECTED WORK. ANY VARIATIONS OR
SUBSTITUTIONS OF STRUCTURAL MATERIALS OR DETAILS FROM THOSE
INDICATED ON THE DRAWINGS MAY BE MADE ONLY
WITH THE PRIOR APPROVAL OF THE ENGINEER OR ARCHITECT.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, AND COORDINATION OF
TRADES.
FOUNDATIONS
1. FOUNDATIONS SHALL BEAR UNDISTURBED NATIVE SOIL OR COMPACTED
STRUCTURAL BACKFILL. NO FOUNDATION SHALL
BE PLACED ON FROZEN SUBGRADE. CONTRACTOR SHALL INFORM THE
STRUCTURAL ENGINEER OF ANY UNUSUAL OR
DOUBTFUL SOIL CONDITIONS.
2. PRESUMED SOIL BEARING CAPACITY IS 3000 PSF.
3. BOTTOM OF EXTERIOR FOOTINGS SHALL BE SET AT LEAST 4 FEET BELOW
FINAL GRADE (UNLESS FOOTING IS ON LEDGE).
4. IF STRUCTURAL FILL IS NEEDED, PLACE STRUCTURAL FILL IN 8-INCH LIFTS
AND COMPACT TO 95% DENSITY AS
DETERMINED BY MODIFIED PROCTOR TEST –ASTM D1557.
CONCRETE
1. CONCRETE FOR FOUNDATION WALLS SHALL HAVE A COMPRESSIVE
STRENGTH OF AT LEAST 3000 PSI; CONCRETE FOR
SLAB SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 PSI.
CONCRETE SHALL BE AIR-ENTRAINED.
2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN
CONCRETE INSTITUTE’S (ACI) “BUILDING CODE
REQUIREMENTS
FOR REINFORCED CONCRETE”(ACI 318), “SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS”(ACI 301) AND
“RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING”(ACI 306).
3. REINFORCING BARS SHALL BE CONTINUOUS AROUND CORNERS
4. NO CONCRETE SHALL BE PLACED ON FROZEN SUBGRADE.
5. ANCHOR BOLTS SHALL BE 1/2 INCH DIAMETER, 12 INCHES LONG, SPACED
AT 48 INCH MAXIMUM AND 12 INCHES MAXIMUM
FROM CORNERS AND ENDS.
6. VERIFY ALL PLUMBING, MECHANICAL, AND ELECTRICAL REQUIREMENTS
BEFORE POURING CONCRETE.
7. PROVIDE 8 INCHES OF FREE-DRAINING COMPACTED GRAVEL AND 10 MIL
POLYETHYLENE VAPOR BARRIER UNDER SLABS
ON GRADE.
8. PROVIDE CONTROL JOINTS IN SLABS TO CONTROL CRACKING. SAW CUT
TO A DEPTH OF 1/4 SLAB THICKNESS (1 INCH
MINIMUM). CONTROL JOINTS SHOULD BE SAW CUT AS SOON AS PRACTICAL.
STRUCTURAL STEEL
1. STRUCTURAL STEEL WORK SHALL CONFORM TO “SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS”(AISC 1989),
“CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES”(AISC),
AND “STRUCTURAL WELDING CODE”(AWS
D1.1)
2. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH
“DETAILING FOR STEEL CONSTRUCTION”(AISC).
3. WIDE FLANGE STEEL BEAMS SHALL CONFORM TO ASTM A572 (Fy = 50 KSI).
4. STEEL PIPE SECTIONS SHALL CONFORM TO ASTM A53, TYPE E OR S,
GRADE B. HSS STEEL TUBE SHALL CONFORM TO
ASTM A500 GRADE B (Fy = 46 KSI)
5. PLATES AND ANGLES SHALL CONFORM TO ASTM A36.
6. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. MINIMUM
DIAMETER SHALL BE 3/4 INCH.
7. WELDS SHALL FULLY DEVELOP THE STRENGTH OF THE MATERIALS BEING
WELDED. FILLET WELDS SHALL BE 1/4 INCH
MINIMUM.
8. PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED DURING STEEL
ERECTION. FRAMING SHALL BE TRUE AND
PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED
9. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO STEEL
FABRICATION.
10. STRUCTURAL STEEL AND STEEL JOISTS SHALL BE PAINTED IN THE SHOP
WITH ONE COAT OF PRIMER.
11. STEEL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND
APPROVAL.
12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY PROPOSED
HOLES OR NOTCHES IN ANY STEEL MEMBER.
WOOD
1. FRAMING LUMBER SHALL BE SPRUCE-PINE-FIR #2 OR BETTER.
2. ALL POSTS SHALL BE FULLY BLOCKED BETWEEN FLOORS WITH THE GRAIN
OF BLOCKING IN A VERTICAL ORIENTATION.
3. PROVIDE AN ADDITIONAL JOIST UNDER ALL INTERIOR WALLS RUNNING
PARALLEL TO FLOOR JOISTS. PROVIDE BLOCKING
BETWEEN FLOOR JOISTS FOR ALL INTERIOR WALLS RUNNING
PERPENDICULAR TO FLOOR JOISTS.
4. PROVIDE BRIDGING AT MID-SPAN OF ALL JOISTS WITHOUT CEILING BELOW.
5. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MODULUS OF
ELASTICITY (E) OF 2,000,000 PSI AND AN ALLOWABLE
BENDING STRESS (Fb) OF 3,100 PSI. LVL’S SHALL BE INSTALLED AND
FASTENED TOGETHER PER MANUFACTURER’S
RECOMMENDATIONS.
6. CONFORM TO MANUFACTURER’S RECOMMENDATIONS WITH RESPECT TO
INSTALLATION, CUTTING, NOTCHING, AND
FASTENING OF ALL ENGINEERED LUMBER.
7. PROVIDE SIMPSON H2.5 HURRICANE TIES AT EVERY RAFTER/ TOP PLATE
CONNECTION.
8. CONNECT OPPOSING RAFTERS TOGETHER WITH COLLAR TIES OR WITH
STEEL STRAP TIES OVER THE RIDGE (SIMPSON
LSTA24).
9. EXTERIOR WALLS SHALL BE CONSTRUCTED USING THE CS-WSP BRACING
METHOD (CONTINUOUSLY SHEATHED WOOD
STRUCTURALPANELS) IN ACCORDANCE WITH THE 2015 INTERNATIONAL
RESIDENTIAL CODE. SPECIFIC REQUIREMENTS
INCLUDE: SHEATHING APPLIED WITH 8d COMMON NAILS SPACED AT 6 INCHES
ALONG EDGES AND AT 12 INCHES
ELSEWHERE.
10. FOR EXTERIOR BRACED WALLS, HORIZONTAL JOINTS IN THE BRACED
WALL PANELS ARE REQUIRED TO BE BLOCKED
(2015 IRC SECTION R602.10.10).
11. WHERE RAFTERS ARE SUPPORTED ON BRACED WALLS, BLOCKING IS
REQUIRED BETWEEN THE RAFTERS IN
ACCORDANCE WITH SECTION R602.10.8.2 OF THE 2015 IRC.
12. EACH DECK IS TO BE LATERALLY TIED TO THE MAIN STRUCTURE IN
ACCORDANCE WITH SECTION R507.2.4 OF THE 2015
INTERNATIONAL RESIDENTIAL CODE.
13. DESIGN AND DETAILING OF DECK RAILING IS THE RESPONSIBILITY OF THE
CONTRACTOR. REFER TO THE 2015
INTERNATIONAL
RESIDENTIAL CODE AND THE PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE PUBLISHED BY THE
AMERICAN FOREST
AND PAPER ASSOCIATION.
1/4" = 1'-0"1 LEVEL 2 -PROPOSED FRAMING PLAN
CONSTRUCTION
MANAGER:
NI
K
O
'
S
R
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S
I
D
E
N
C
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SC
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:
P
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A
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C
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56
S
c
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o
o
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S
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,
S
a
le
m
,
M
A
0
1
9
7
0
ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC
PERMIT SET
09/10/2024
FLOOR JOIST
BEARING WALL
FRAMING LEGEND:
ROOF JOIST
CELING JOIST
EXISTING TO REMAIN
HEADERS
2
S1.2
2X
1
0
R
O
O
F
R
A
F
T
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S
@
1
6
"
O
.
C
.
2X
1
0
R
O
O
F
R
A
F
T
E
R
S
@
1
6
"
O
.
C
.
2X12 RIDGE BEAM
2X COLLAR TIE @ EVERY RAFTER
SIMPSON HURRICAN TIE
@ ALL ROOF RAFTERS
SIMPSON HANGERS
@ EVERY RAFTER
BUILDING ENCLOSURE NOTES:
1.MAINTAIN CONTINUITY OF ALL EXTERIOR
ENVELOPE CONTROL LAYERS (WEATHER BARRIER,
AIR BARRIER, INSULATION, VAPOR RETARDER, AND
ALL ASSOCIATED TRANSITIONS) THROUGHOUT THE
ENTIRE BUILDING.
2.MAINTAIN FULL CONTINUITY AT TRANSITIONS
BETWEEN BUILDING ENVELOPE COMPONENTS
SUCH AS WALL-TO-ROOF INTERSECTIONS, WALL-
TO-FLOOR OR FOUNDATION INTERSECTIONS, OR
WALL-TO-WALL INTERSECTIONS.
3.TRANSITIONS INCLUDE, BUT ARE NOT LIMITED TO,
ATTICS, MECHANICAL SPACES, SOFFITS, EXHAUST
AND INTAKE AIR VENTS, PIPE AND CABLE
PENETRATIONS, ACCESS PANELS, ELECTRICAL
RECEPTACLES, BASEBOARDS, DOORS AND
WINDOW INTERFACE, TOP OF WALLS, HEADERS &
RIM JOISTS, INTERSECTIONSOF PLYWOOD
SUBFLOORS, EXTERIOR WALL SHEATHING,
UNDERSIDE OF ROOF FRAMING, UNDERSIDE OF
FLOOR FRAMING EXPOSED TO THE WEATHER
FOUNDATION WALLS, AND FLOOR SLABS.
4.EXTERIOR THERMAL ENVELOPE INSULATION SHALL
BE INSTALLED IN SUBSTANTIAL CONTACT AND
CONTINUOUS ALIGNMENT WITH BUILDING
ENVELOPE AIR BARRIER. BREAKS OR JOINTS IN
THE AIR BARRIER SHALL BE FILLED OR SEALED. AIR
PERMEABLE INSULATION SHALL NOT BE USED AS A
SEALING MATERIAL. AIR PERMEABLE INSULATION
SHALL BE INSIDE OF AIR BARRIER.
5.ENSURE THAT THERE ARE NO THERMAL BRIDGES
BETWEEN SYSTEM COMPONENTS.
6.THERMAL BARRIER-ALL FOAM PLASTIC TO BE
SEPARATED FROM BUILDING INTERIOR BY AN
APPROVED THERMAL BARRIER PER IRC R316.4.
MAINTAIN CONTINUITY OF THERMAL BARRIER AT
ALL ASSEMBLY TRANSITIONS.
DECK JOIST
SEE FRAMING PLAN
(2) 1/2" DIAMETER
THROUGH-BOLTS
WITH WASHER
PT 6x6" POST
COMPOSITE
DECKING
PT 2x10 RIM JOIST W/1xPVC
FASCIA ON PT BLOCKING
3'
-
6
"
0' - 0"
2
3
/
4
"
5"
2
1
/
4
"
5/8"X5" LONG
LAG SCREW ON
2 SIDES
RAILING POST
1' - 0"
2' - 0"
24" DIA.
'BIGFOOT' FOOTING
GRADE ELEV.
12" DIA. SONOTUBE
PT 6x6"STRUCTURAL POST
2X10 PT
CBSQ POST BASE
(INSTALL PER SIMPSON
RECOM.)
(2) 1/2" DIAMETER
THROUGH-BOLTS
WITH WASHER
PRECOMPOSITE DECKING
3'
-
6
"
2
3
/
4
"
5"
2
1
/
4
"
MI
N
8"
.
EXTERIOR INTERIOR
EX
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W
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L
EX
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W
A
L
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EXISTING FLOOR JOISTDECK JOISTS SEE
FRAMING PLAN
SIMPSOM DTT1Z
DECK TENSION TIE.
INSTALL PER MANF. SPECS
FIRST FLOORPROPOSED
PRECOMPOSITE
NEW DECK
1/2" x 6" LAG BOLTS @ 12" O.C.
ATTIC FLOOR PLAN
17' -8"
TOP OF ROOF
27' -2 5/16"
PROPOSED NEW ROOF
28' -7"
EXTERIOR WALL ASSEMBLY (TYP.)-
•SIDING TO MATCH EXISTING
•PAINTED WOOD TRIM, PTD.
•SHEET METAL FLASHING AS REQUIRED
•ALUM. CLAD WOOD WINDOWS AND DOORS WITH INSULATED GLAZING
•VENTILATED UNDERLAYMENT (CEDAR BREATHER)
•1/2" PLYWOOD SHEATHING WITH INTEGRAL WEATHER BARRIER
•FRAMING-
•NEW-2 X 6 @16" OC MAX
•R-30 CLOSED CELL FOAM INSULATION
•1/2" GYPSUM VENEER BASE W/ SKIMCOAT PLASTER, PTD.
•WOOD TRIM, PTD
ROOF ASSEMBLY (TYP.)-
•ASPHALT SHINGLES (TO MATCH EXISTING HOUSE SHINGLES)
•METAL DRIP EDGE AT PERIMETER OF ROOF
•PAINTED WOOD, PTD EAVE, RAKE, SOFFIT TRIM
•3/4" PLYWOOD SHEATHING UNDER ALL PVC
•ICE AND WATER SHIELD OVER ENTIRE SURFACE OF SHEATHING
•5/8" CDX PLYWOOD ROOF SHEATHING
•ROOF FRAMING-REF STRUCTURAL
•R-60 CLOSED-CELL INSULATION (AT UNDERSIDE OF ROOF
SHEATHING)
•2 X 12 CEILING JOISTS @ 16" OC MAX
•1/2" GYPSUM VENEER BASE WITH PLASTER SKIMCOAT, PTD
SIMPSON HANGERS
@ EVERY RAFTER
SIMPSON HURRICAN TIE
@ ALL ROOF RAFTERS
SIMPSON HURRICAN TIE
@ ALL ROOF RAFTERS
2X12 RIDGE BEAM
2X COLLAR TIE @
EVERY RAFTER
2X10 CEILING JOIST
@ 16" O.C.
2X10 ROOF RAFTERS
@ 16" O.C.
24 x 36
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09
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2
4
PERMIT SET
09/10/2024
1/4" = 1'-0"1 ROOF -PROPOSED ROOF FRAMING PLAN
STRUCTURAL NOTES
GENERAL
1. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS
STATE BUILDING CODE, NINTH EDITION (FOR ONE
AND TWO
FAMILY DWELLINGS) AND THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC
2015)
2. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE STRUCTURAL
DRAWINGS. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH
THE AFFECTED WORK. ANY VARIATIONS OR
SUBSTITUTIONS OF STRUCTURAL MATERIALS OR DETAILS FROM THOSE
INDICATED ON THE DRAWINGS MAY BE MADE ONLY
WITH THE PRIOR APPROVAL OF THE ENGINEER OR ARCHITECT.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, AND COORDINATION OF
TRADES.
FOUNDATIONS
1. FOUNDATIONS SHALL BEAR UNDISTURBED NATIVE SOIL OR COMPACTED
STRUCTURAL BACKFILL. NO FOUNDATION SHALL
BE PLACED ON FROZEN SUBGRADE. CONTRACTOR SHALL INFORM THE
STRUCTURAL ENGINEER OF ANY UNUSUAL OR
DOUBTFUL SOIL CONDITIONS.
2. PRESUMED SOIL BEARING CAPACITY IS 3000 PSF.
3. BOTTOM OF EXTERIOR FOOTINGS SHALL BE SET AT LEAST 4 FEET BELOW
FINAL GRADE (UNLESS FOOTING IS ON LEDGE).
4. IF STRUCTURAL FILL IS NEEDED, PLACE STRUCTURAL FILL IN 8-INCH LIFTS
AND COMPACT TO 95% DENSITY AS
DETERMINED BY MODIFIED PROCTOR TEST –ASTM D1557.
CONCRETE
1. CONCRETE FOR FOUNDATION WALLS SHALL HAVE A COMPRESSIVE
STRENGTH OF AT LEAST 3000 PSI; CONCRETE FOR
SLAB SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 PSI.
CONCRETE SHALL BE AIR-ENTRAINED.
2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN
CONCRETE INSTITUTE’S (ACI) “BUILDING CODE
REQUIREMENTS
FOR REINFORCED CONCRETE”(ACI 318), “SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS”(ACI 301) AND
“RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING”(ACI 306).
3. REINFORCING BARS SHALL BE CONTINUOUS AROUND CORNERS
4. NO CONCRETE SHALL BE PLACED ON FROZEN SUBGRADE.
5. ANCHOR BOLTS SHALL BE 1/2 INCH DIAMETER, 12 INCHES LONG, SPACED
AT 48 INCH MAXIMUM AND 12 INCHES MAXIMUM
FROM CORNERS AND ENDS.
6. VERIFY ALL PLUMBING, MECHANICAL, AND ELECTRICAL REQUIREMENTS
BEFORE POURING CONCRETE.
7. PROVIDE 8 INCHES OF FREE-DRAINING COMPACTED GRAVEL AND 10 MIL
POLYETHYLENE VAPOR BARRIER UNDER SLABS
ON GRADE.
8. PROVIDE CONTROL JOINTS IN SLABS TO CONTROL CRACKING. SAW CUT
TO A DEPTH OF 1/4 SLAB THICKNESS (1 INCH
MINIMUM). CONTROL JOINTS SHOULD BE SAW CUT AS SOON AS PRACTICAL.
STRUCTURAL STEEL
1. STRUCTURAL STEEL WORK SHALL CONFORM TO “SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS”(AISC 1989),
“CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES”(AISC),
AND “STRUCTURAL WELDING CODE”(AWS
D1.1)
2. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH
“DETAILING FOR STEEL CONSTRUCTION”(AISC).
3. WIDE FLANGE STEEL BEAMS SHALL CONFORM TO ASTM A572 (Fy = 50 KSI).
4. STEEL PIPE SECTIONS SHALL CONFORM TO ASTM A53, TYPE E OR S,
GRADE B. HSS STEEL TUBE SHALL CONFORM TO
ASTM A500 GRADE B (Fy = 46 KSI)
5. PLATES AND ANGLES SHALL CONFORM TO ASTM A36.
6. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. MINIMUM
DIAMETER SHALL BE 3/4 INCH.
7. WELDS SHALL FULLY DEVELOP THE STRENGTH OF THE MATERIALS BEING
WELDED. FILLET WELDS SHALL BE 1/4 INCH
MINIMUM.
8. PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED DURING STEEL
ERECTION. FRAMING SHALL BE TRUE AND
PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED
9. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO STEEL
FABRICATION.
10. STRUCTURAL STEEL AND STEEL JOISTS SHALL BE PAINTED IN THE SHOP
WITH ONE COAT OF PRIMER.
11. STEEL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND
APPROVAL.
12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY PROPOSED
HOLES OR NOTCHES IN ANY STEEL MEMBER.
WOOD
1. FRAMING LUMBER SHALL BE SPRUCE-PINE-FIR #2 OR BETTER.
2. ALL POSTS SHALL BE FULLY BLOCKED BETWEEN FLOORS WITH THE GRAIN
OF BLOCKING IN A VERTICAL ORIENTATION.
3. PROVIDE AN ADDITIONAL JOIST UNDER ALL INTERIOR WALLS RUNNING
PARALLEL TO FLOOR JOISTS. PROVIDE BLOCKING
BETWEEN FLOOR JOISTS FOR ALL INTERIOR WALLS RUNNING
PERPENDICULAR TO FLOOR JOISTS.
4. PROVIDE BRIDGING AT MID-SPAN OF ALL JOISTS WITHOUT CEILING BELOW.
5. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MODULUS OF
ELASTICITY (E) OF 2,000,000 PSI AND AN ALLOWABLE
BENDING STRESS (Fb) OF 3,100 PSI. LVL’S SHALL BE INSTALLED AND
FASTENED TOGETHER PER MANUFACTURER’S
RECOMMENDATIONS.
6. CONFORM TO MANUFACTURER’S RECOMMENDATIONS WITH RESPECT TO
INSTALLATION, CUTTING, NOTCHING, AND
FASTENING OF ALL ENGINEERED LUMBER.
7. PROVIDE SIMPSON H2.5 HURRICANE TIES AT EVERY RAFTER/ TOP PLATE
CONNECTION.
8. CONNECT OPPOSING RAFTERS TOGETHER WITH COLLAR TIES OR WITH
STEEL STRAP TIES OVER THE RIDGE (SIMPSON
LSTA24).
9. EXTERIOR WALLS SHALL BE CONSTRUCTED USING THE CS-WSP BRACING
METHOD (CONTINUOUSLY SHEATHED WOOD
STRUCTURALPANELS) IN ACCORDANCE WITH THE 2015 INTERNATIONAL
RESIDENTIAL CODE. SPECIFIC REQUIREMENTS
INCLUDE: SHEATHING APPLIED WITH 8d COMMON NAILS SPACED AT 6 INCHES
ALONG EDGES AND AT 12 INCHES
ELSEWHERE.
10. FOR EXTERIOR BRACED WALLS, HORIZONTAL JOINTS IN THE BRACED
WALL PANELS ARE REQUIRED TO BE BLOCKED
(2015 IRC SECTION R602.10.10).
11. WHERE RAFTERS ARE SUPPORTED ON BRACED WALLS, BLOCKING IS
REQUIRED BETWEEN THE RAFTERS IN
ACCORDANCE WITH SECTION R602.10.8.2 OF THE 2015 IRC.
12. EACH DECK IS TO BE LATERALLY TIED TO THE MAIN STRUCTURE IN
ACCORDANCE WITH SECTION R507.2.4 OF THE 2015
INTERNATIONAL RESIDENTIAL CODE.
13. DESIGN AND DETAILING OF DECK RAILING IS THE RESPONSIBILITY OF THE
CONTRACTOR. REFER TO THE 2015
INTERNATIONAL
RESIDENTIAL CODE AND THE PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE PUBLISHED BY THE
AMERICAN FOREST
AND PAPER ASSOCIATION.
1/2" = 1'-0"3 DECK BEAM+RAILING DETAIL
1/2" = 1'-0"5 TYP. SECTION THROUGH PIER
1/2" = 1'-0"4 TYPICAL DECK LEDGER DETAIL
1/2" = 1'-0"2 BUILDING SECTION
CONSTRUCTION
MANAGER:
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ADIMIR TOSKA
26 Beaver Park
Danvers, MA 01923
Phone # 978-473-0699
PARID & MIKAELA LLC