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26 X 36 COLONIAL
49 MAPLE STREET
PEPPERELL, MA 01463
PERMIT SET02.26.2020
UP
1
A.2.4
1
A.2.1
1
A.2.2
1
A.2.3
1
A.3.1
S
HD
CO
SMOKE DETECTOR
HEAT DETECTOR
CARBON MONOXIDE DETECTOR
26
' - 0
"2
' - 0
"
28
' - 0
"
13' - 9 1/4"12' - 0"12' - 0"12' - 0"
13
' - 0
"1
3' -
0"
13
' - 0
"1
3' -
0"
10' - 0"10' - 0"22' - 0"8' - 0"
I I
SCO
6' - 10 1/4"7' - 0"6' - 0"18' - 0"6' - 0"5' - 3 3/4"
4" CONCRETE SLAB WITH
APPROVED VAPOR
BARRIER UNDERNEATH
24
' - 0
"
7"W X 7"D X7"H
BEAM POCKET
8' - 0"4' - 2"
8' - 1 1/2"
3' -
5"
BASEMENT
10" CONCRETE
FOUNDATION WALLS
WITH DAMPPROOFING
30"W X 10" T
STRIP FOOTING
4' -
9"
14
' - 6
"4
' - 9
"
50' - 0"24' - 0"
GARAGE FROST WALLS
24
' - 0
"
7"W X 7"D X7"H
BEAM POCKET
II
BULKHEAD TO
GRADE
DOOR DROP
DO
OR
DR
OP
DO
OR
DR
OP
BOTTOM OF
FROST WALL
FOR GARAGE 4'
BELOW GRADE
3 1/2" DIAMETER
LALLY COLUMNS
2'-6" SQUARE
X13" T FOOTING
3068
6 T
REA
DS A
T 1
0"
CLR
3' -
0"
SCALE 1/4" = 1'-0"
02.26.2020
A.1.026 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
FOUNDATION PLAN
NOTES:
- ALL DIMENSIONS TO BE VERIFIED IN FIELD AND CHANGES MADE
ACCORDINGLY
- VERIFY WINDOW AND DOOR ROUGH OPENINGS WITH MANUFACTURER
SPECIFICATIONS
- UNDERSLAB VAPOR BARRIER TO HAVE 6" MIN. OVERLAPPING JOINTS.
- CONCRETE SLAB CONTROL JOINT SPACING = 30 FT MAX
- PROVIDE A MINIMUM OF 4 OPERABLE WINDOWS FOR EVERY 1500 SQ FT.
- SITE CONDITIONS SHALL DETERMINE THE NEED FOR FOUNDATION
DRAINAGE.
- DAMPPROOFING SHALL BE APPLIED FROM TOP OF FOOTING TO FINISH
GRADE.
ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP,
AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
APPLICABLE AND LATEST REQUIREMENTS OF THE MASSACHUSETTS STATE
BUILDING CODE 780 CMR AND THE APPLICABLE CITY OR TOWNSHIP.
FOUNDATION WALL REINFORCEMENT: (1) #4 BAR WITHIN 12" OF THE TOP OF
THE FNDN WALL AND (1) #4 BAR NEAR THE MID-HEIGHT OF THE WALL PER
TABLE R404.1.2(1)
ANCHOR BOLTS: (1) EVERY 6'-0" MAX AND (1) WITHIN 1'-0" MAX OF EACH
SIDE OF A CORNER.
Dry
er
Washer
DN
DN
DN
UP
DN
1
A.2.4
1
A.2.1
1
A.2.2
1
A.2.3
1
A.3.1
S
HD
CO
SMOKE DETECTOR
HEAT DETECTOR
CARBON MONOXIDE DETECTOR
2668 POCKET
17
' - 0
"2
' - 6
"6
' - 6
"
26
' - 0
"
74' - 0"
5' - 4"3' - 8"
14' - 2 3/4"26' - 9 1/4"9' - 0"24' - 0"
B
14' - 0"
1' - 1 3/4"
2' - 0"7' - 3"2' - 0"7' - 4"7' - 3 1/4"3' - 2"2' - 2"
4' -
9"
4' -
9"
5' -
0"
4' -
9"
4' -
9"
9' -
6"
5' -
0"
9' -
6"
24
' - 0
"2
' - 0
"
AA
2' - 3 1/2"9' - 5"2' - 3 1/2"3' - 6"5' - 6"3' - 0"6' - 0"6' - 0"3' - 0"5' - 6"3' - 6"
FAMILY
BREAKFAST
STUDY
FOYER
CLOSET
DINING
PWDR/LDRY
FIR
EP
LAC
E
30610 CO
100610 C
O
2 -
21068
HALF HEIGHT WALLS
WITH ROUND COLUMNS
EQEQ
3' - 0"3' - 0"
8"
1' -
4"
AAAA
D D
7280
ACTUAL CABINET
LAYOUT MAY VARY
3' - 4 3/4"3' - 10 1/4"4' - 1 1/2"
2' -
8"
3' -
4 3
/4"
7 T
REA
DS A
T 1
0"
2668
2668
13
' - 0
"
4' - 2 7/8"4' - 11"2' - 6"
2' -
0"
STAIRS TO GRADE
PER CODE
STAIRS TO GRADE
PER CODE
14' - 0"12' - 0"12' - 0"12' - 0"24' - 0"
RAILINGS PER CODE
BASED ON FINAL GRADE
S
S
13'-5" X 23'-11"
11'-7" X 10'-8"
9'-10" X 13'-0"
16'-4" X 12'-3"
11'-7" X 10'-6"
4'-10" X 8'-2"
21068 C
O
50610 C
O
DW
C
CO
E
10
' - 0
"1
' - 6
"
17' - 0"7' - 0"
7' - 0"10' - 0"7' - 0"
BOTTOM OF
FROST WALL
FOR GARAGE 4'
BELOW GRADE
SLOPE FOR DRAINAGE
4" CONCRETE SLAB WITH
APPROVED VAPOR
BARRIER UNDERNEATH
HD
2' -
0"
9' -
0"
2' -
0"
9' -
0"
2' -
0"
24
' - 0
"
GARAGE
2 3
/8"
1' -
6"
MUDROOM
BUILT-IN OR
CLOSET
9'-0"
x 7
'-0"
GA
RA
GE
DO
OR
9'-0"
x 7
'-0"
GA
RA
GE
DO
OR
2868
1668
CLOSET
12
' - 0
"
12' - 0"
EQ EQ
A A
7' - 2 3/4"
E
3068
3068
BEAM ABOVE
BULKHEAD
KITCHEN
REFR
IG.
5 TREADS AT 10"
CLR
3' - 0"
CLR
3' -
0"
FIRE RATED SHEETROCK PER
CODE BETWEEN GARAGE
AND LIVING SPACE
SCALE 1/4" = 1'-0"
02.26.2020
A.1.126 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
FIRST FLOOR PLAN
NOTES:
- ALL DIMENSIONS TO BE VERIFIED IN FIELD AND CHANGES MADE
ACCORDINGLY
- VERIFY WINDOW AND DOOR ROUGH OPENINGS WITH MANUFACTURER
SPECIFICATIONS
- TEMPERED GLAZING TO BE INSTALLED AT ALL WINDOWS LOCATED NEAR
TUBS/SHOWERS, AND ANY LOCATION CLOSER THEN 18" TO FINISHED FLOOR
WINDOW SCHEDULE
MARK QTY. MANUFACTURER
FRAMEHEIGHT
FRAMEWIDTH Operation COMMENTS
A 10 4' - 9" 2' - 10" DOUBLE HUNG
B 3 3' - 5" 2' - 10" DOUBLE HUNG
C 1 3' - 5" 2' - 10" CASEMENT
D 2 4' - 9" 1' - 10" DOUBLE HUNG
E 2 4' - 9" 5' - 3 3/4" DOUBLE HUNG
F 4 4' - 5" 2' - 10" DOUBLE HUNG
G 2 4' - 5" 1' - 9 1/2" DOUBLE HUNG
H 1 4' - 5" 5' - 3 3/4" DOUBLE HUNG
I 4 1' - 3" 2' - 1" SLIDING
ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP,
AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
APPLICABLE AND LATEST REQUIREMENTS OF THE MASSACHUSETTS STATE
BUILDING CODE 780 CMR AND THE APPLICABLE CITY OR TOWNSHIP.
DN
1
A.2.4
1
A.2.1
1
A.2.2
1
A.2.3
1
A.3.1
S
HD
CO
SMOKE DETECTOR
HEAT DETECTOR
CARBON MONOXIDE DETECTOR
9' -
6"
16
' - 6
"
13
' - 0
"1
3' -
0"
2668
2668
FF F F
5' - 8"9' - 0"9' - 0 1/4"12' - 3 3/4"
14' - 0"36' - 0"24' - 0"
5' - 9 1/4"3' - 2 3/4"3' - 9 1/8"5' - 3 1/8"6' - 3 3/4"6' - 0"
S
S
S
S
S
H B B
A
A
2468 2468 2468
2668
3068
BA
RN
DO
OR
5'-0" KNEE WALL
5'-0" KNEE WALL
8'-0" CEILING HEIGHT
9"
/ 12
"
9" /
12"
9" / 12" 9" / 12"
2468
2668
1' - 9"
2468
2468
ATT
IC A
CC
CESS
PU
LLD
OW
N S
TAIR
WA
Y
INSU
LATE
D
CLOSET
MASTER BEDROOM
SITTING
MASTER BATHBATH
BEDROOM 2
BEDROOM 1
BEDROOM 4
CLOSET
CLOSET
CLOSET
CLOSET
CLO
SET
HALL
26
' - 0
"
13'-5" X 12'-7"
11'-7" X 15'-9"
4'-11" X 8'-9"
6'-9" X 8'-9"5'-6" X 8'-9"
11'-7" X 12'-3"
11'-7" X 12'-3"
10'-11" X 10'-10"
2' -
4 3
/4"2
' - 1
0 1
/2"
CLR
3' -
0"
12' - 0"12' - 0"12' - 0"
3' - 6"5' - 6"3' - 0"6' - 0"6' - 0"3' - 0"5' - 6"3' - 6"
24
' - 0
"
EQ
EQ
CO
S
5" / 12"
9"
/ 12
"9
" /
12
"
2' -
6"
2' -
6"
3' - 3"
8' - 0"
G G
2668
2 - 2668
5 TREADS AT 10"
CLR
3' - 0"
FIRE RATED SHEETROCK PER
CODE BETWEEN GARAGE AND
LIVING SPACE
SCALE 1/4" = 1'-0"
02.26.2020
A.1.226 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
SECOND FLOOR PLAN
NOTES:
- ALL DIMENSIONS TO BE VERIFIED IN FIELD AND CHANGES MADE
ACCORDINGLY
- VERIFY WINDOW AND DOOR ROUGH OPENINGS WITH MANUFACTURER
SPECIFICATIONS
- TEMPERED GLAZING TO BE INSTALLED AT ALL WINDOWS LOCATED NEAR
TUBS/SHOWERS, AND ANY LOCATION CLOSER THEN 18" TO FINISHED FLOOR
ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP,
AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
APPLICABLE AND LATEST REQUIREMENTS OF THE MASSACHUSETTS STATE
BUILDING CODE 780 CMR AND THE APPLICABLE CITY OR TOWNSHIP.
FIRST FLOOR0"
SECOND FLOOR8' - 11 1/8"
BASEMENT-8' - 9"
ATTIC17' - 10 1/4"
SCALE 1/4" = 1'-0"
02.26.2020
A.2.126 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
FRONT ELEVATION
ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP,
AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
APPLICABLE AND LATEST REQUIREMENTS OF THE MASSACHUSETTS STATE
BUILDING CODE 780 CMR AND THE APPLICABLE CITY OR TOWNSHIP.
FIRST FLOOR0"
SECOND FLOOR8' - 11 1/8"
BASEMENT-8' - 9"
ATTIC17' - 10 1/4"
SCALE 1/4" = 1'-0"
02.26.2020
A.2.226 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
LEFT ELEVATION
ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP,
AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
APPLICABLE AND LATEST REQUIREMENTS OF THE MASSACHUSETTS STATE
BUILDING CODE 780 CMR AND THE APPLICABLE CITY OR TOWNSHIP.
FIRST FLOOR0"
SECOND FLOOR8' - 11 1/8"
BASEMENT-8' - 9"
ATTIC17' - 10 1/4"
SCALE 1/4" = 1'-0"
02.26.2020
A.2.326 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
REAR ELEVATION
ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP,
AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
APPLICABLE AND LATEST REQUIREMENTS OF THE MASSACHUSETTS STATE
BUILDING CODE 780 CMR AND THE APPLICABLE CITY OR TOWNSHIP.
FIRST FLOOR0"
SECOND FLOOR8' - 11 1/8"
BASEMENT-8' - 9"
ATTIC17' - 10 1/4"
SCALE 1/4" = 1'-0"
02.26.2020
A.2.426 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
RIGHT ELEVATION
FIRST FLOOR0"
SECOND FLOOR8' - 11 1/8"
BASEMENT-8' - 9"
1st fl. r.o. head6' - 10"
1st fl. plate ht.8' - 1 1/8"
2nd fl. r.o. head15' - 9 1/8"
2nd fl. plate ht.17' - 0 1/4"
ATTIC17' - 10 1/4"
8' -
11
1/8
"8
' - 1
1 1
/8"
8' -
9"
6' -
10
"
8' -
1 1
/8"
6' -
10
"
8' -
1 1
/8"
7 R
ISER
S6
RIS
ER
S7
RIS
ER
S6
RIS
ER
S
SOFFIT WITH
VENTING
EXTERIOR WALLS:
2X6 WITH MIN. R-20
INSULATION
1/2" EXTERIOR
SHEATHING
FOUNDATION WALLS:
10" CONCRETE WALL
W/DAMPPROOFING
MIN. R-15 INSULATION
1' - 8"
7' -
11
3/4
"1
0"
COLLAR TIES
ROOF:
2X10 @ 16" O.C.
1/2" SHEATHING
FASCIA
RIDGE VENT
ATTIC FLOOR:
2X10 @ 16" O.C.
3/4" SUBFLOOR
R-49 MIN. INSULATION
SECOND FLOOR:
2X10 @ 16" O.C.
3/4" SUBFLOOR
FIRST FLOOR:
2X10 @ 16" O.C.
3/4" SUBFLOOR
BASEMENT SLAB:
4" CONCRETE W/VAPOR
BARRIER BENEATH
LVL BEAM
LVL BEAM
LVL BEAM
RIDGE BEAM
9
12
1' - 0"
STAIR
RAIL PER
CODE
STAIR
RAIL PER
CODE
GAURD PER
CODE
FINISH FLOOR
SUBFLOOR
HEADER
2X4 HEADER
SIMPSON STRONG-TIE
REINFORCING ANGLE
LS20 (1 EACH SIDE)
OR EQUAL
RIS
ER
MA
X.
8 1
/4"
TREAD MIN.
9"
FINISH FLOOR
SUBFLOOR
HEADER
RIS
ER
MA
X.
8 1
/4"
TREAD MIN.
9"
JOIST HANGER
SUPPORTS CENTRAL
STRINGER
LOCATE FLOOR HEADER TO
INTERSECT WITH BOTTOM OF
STRINGER
SCALE As indicated
02.26.2020
A.3.126 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
BUILDING SECTION
1/4" = 1'-0"A.3.1
1 SECTION AT MAIN HOUSE
STAIR TOP DETAIL
STAIR BASE DETAIL
2X10 @ 16" O.C.
SOLID BLOCKING AT BAY, TYP.
SOLID BLOCKING
AT BAY, TYP.(2) 2X10
(2) 2X10
(2)
2X
10
(2)
2X
10 (2) 2X10
(2) 2X10
LVL BELOW
10
' - 1
0 1
/2"
12
' - 1
0 1
/2"
12
' - 1
0 1
/2"
12
' - 1
0 1
/2"
13
"
LVL HEADER ABOVE
FIRE PLACE
2X10 @ 16" O.C.
SCALE 1/4" = 1'-0"
02.26.2020
S.1.126 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
FIRST FLOOR FRAMING
PLAN
POST UP
NOTES:
- ALL DIMENSIONS TO BE FIELD VERIFIED AND CHANGES TO BE MADE
ACCORDINGLY
- FRAMING PLANS ARE SHOWN FOR INFORMATION AND CONFIGURATION
ONLY. ACTUAL FRAMING METHODS ARE THE REASONABILITY OF THE
INSTALLER.
- BEARING: 1 1/2" (MIN.) ON WOOD OR METAL
-ALL MEMBERS 2X10 @ 16" O.C. (U.N.O.)
- ALL BEARING POINS TO HAVE SOLID BLOCKING DOWN TO FOUNDATION
- SUBFLOOR TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS
POST UPPOST UPPOST UPPOST UP
POST UP
POST UP
POST UP
POST UP
POST UP POST UP
LVL HEADER
ABOVE WINDOW
BEAM
POST UP TO LVL
HEADER ABOVE WINDOW
POST ABOVE
HEADER TO RIDGE BEAM
(2) 2X10
(2) 2X10
(2) 2X10
SLOPED CLOSET FLOOR
IF REQIRED FOR STAIR HEADROOM
(2)
2X
10
2X10 @ 16" O.C.
2X10 @ 16" O.C.
2X8 @ 16" O.C.
LVL BEAM LVL BEAM LVL BEAM LVL BEAM
+/-
12
' - 8
3/4
"+
/- 1
2' -
8 3
/4"
+/-
11
' - 8
1/4
"
+/-
10
' - 8
3/4
"
LVL BEAM
13' - 6 1/2"
12' - 2 1/8" 11' - 4 3/8" 12' - 1" 14' - 1 3/8"
POST UP TO LVL
HEADER ABOVE WINDOW
1/4
" 3/4" SUBFLOOR
JOIST HANGER
LVL BEAM
SHRINKAGE GAP
JOIST
STRAPPING
BLUEBOARD
SCALE As indicated
02.26.2020
S.1.226 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
SECOND FLOOR
FRAMING PLAN
BEAM DETAIL
NOTES:
- ALL DIMENSIONS TO BE FIELD VERIFIED AND CHANGES TO BE MADE
ACCORDINGLY
- FRAMING PLANS ARE SHOWN FOR INFORMATION AND CONFIGURATION
ONLY. ACTUAL FRAMING METHODS ARE THE REASONABILITY OF THE
INSTALLER.
- BEARING: 1 1/2" (MIN.) ON WOOD OR METAL
-ALL MEMBERS 2X10 @ 16" O.C. (U.N.O.)
- ALL BEARING POINS TO HAVE SOLID BLOCKING DOWN TO FOUNDATION
- SUBFLOOR TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS
GARAGE ROOF ATTIC FLOOR FAMILY ROOM ROOF
LVL BEAM
BEARING WALL
BELOW
RIDGE BEAMRIDGE BEAM
FRAME OVER
+/-
12
' - 6
1/2
"+
/- 1
2' -
8 3
/4"
12
' - 1
0 1
/2"
12
' - 1
0 1
/2"
2X10 @ 16" O.C.
2X10 @ 16" O.C.
11' - 7 7/8"
2X10 @ 16" O.C.
2X10 @ 16" O.C.
2X10 @ 16" O.C.
2X10 @ 16" O.C.
LVL BEAM
2X
10 @
16"
O.C
.
BEARING WALL
BELOW
BEARING WALL
BELOW
SCALE 1/4" = 1'-0"
02.26.2020
S.1.326 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
ATTIC FRAMING PLAN
NOTES:
- ALL DIMENSIONS TO BE FIELD VERIFIED AND CHANGES TO BE MADE
ACCORDINGLY
- FRAMING PLANS ARE SHOWN FOR INFORMATION AND CONFIGURATION
ONLY. ACTUAL FRAMING METHODS ARE THE REASONABILITY OF THE
INSTALLER.
- BEARING: 1 1/2" (MIN.) ON WOOD OR METAL
-ALL MEMBERS 2X10 @ 16" O.C. (U.N.O.)
- ALL BEARING POINS TO HAVE SOLID BLOCKING DOWN TO FOUNDATION
- SUBFLOOR TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS
FRAME OVER MAIN ROOF
13
' - 0
"1
3' -
0"
RIDGE BEAM
2X10 @ 16" O.C.
2X10 @ 16" O.C.
SCALE 1/4" = 1'-0"
02.26.2020
S.1.426 X 36 COLONIAL49 MAPLE STREET
PEPPERELL, MA 01463
ROOF FRAMING PLAN
NOTES:
- ALL DIMENSIONS TO BE FIELD VERIFIED AND CHANGES TO BE MADE
ACCORDINGLY
- FRAMING PLANS ARE SHOWN FOR INFORMATION AND CONFIGURATION
ONLY. ACTUAL FRAMING METHODS ARE THE REASONABILITY OF THE
INSTALLER.
- BEARING: 1 1/2" (MIN.) ON WOOD OR METAL
-ALL MEMBERS 2X10 @ 16" O.C. (U.N.O.)
- SOLID BLOCKING AT ALL POST LOCATIONS
- SUBFLOOR TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS
NOTES:
- ALL DIMENSIONS TO BE FIELD VERIFIED AND CHANGES TO BE MADE
ACCORDINGLY
- FRAMING PLANS ARE SHOWN FOR INFORMATION AND CONFIGURATION
ONLY. ACTUAL FRAMING METHODS ARE THE REASONABILITY OF THE
INSTALLER.
- BEARING: 1 1/2" (MIN.) ON WOOD OR METAL
-ALL MEMBERS 2X10 @ 16" O.C. (U.N.O.)
- ALL BEARING POINS TO HAVE SOLID BLOCKING DOWN TO FOUNDATION
- SUBFLOOR TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS