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26 X 36 COLONIAL 49 MAPLE STREET PEPPERELL, MA 01463 PERMIT SET 02.26.2020

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Page 1: C:UsersBrianDocumentsBsquared Base House garage on left · dryer 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

26 X 36 COLONIAL

49 MAPLE STREET

PEPPERELL, MA 01463

PERMIT SET02.26.2020

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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.

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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.

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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.

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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.

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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.

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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.

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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

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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

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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

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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

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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

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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