MAP & PARCEL: 80 / 327ZONE: LUG - 2FRONT / REAR SETBACKS: 35' / 15'MINIMUM LOT SIZE: 80,000 s.f.LOT AREA: 117,608 s.f.GROUND COVER RATIO: 4%PROPOSED NEW GROUND COVER:MAIN HOUSE: 2,618 S.F.GARAGE: 560 S.F.CABANA: 200 S.F.

TOTAL GROUND COVER: 3,378 S.F.ALLOWABLE GROUND COVER: 4,704 S.F.

01/2

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GARAGE/STUDIO- 560 S.F.- 1 BEDROOM (SEPTIC CAP.)

CABANA - 120 S.F.- 1 BEDROOM (SEPTIC CAP.)

20' X 36' POOLWITH SPA

MAIN HOUSE- 2,620 S.F.- 5 BEDROOM

LAWN

LAWN

LAWN

NATURAL VEG.

NATURAL VEG.

NATURAL VEG.

NATURAL VEG.

PARKINGCOURT

DRIVEWAY

12' WIDE DRIVEWAY (SHELL)

-SEPTIC FIELD-

17'-0"

17'-0

"

6'-8 1/2"

4'-7"

8'-1 1 1/2"

13'-1

0"

10'-9

1/2"

13'-1

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14'-6"

8'-7 1/2"

16'-9

"

19'-0

"

11'-5

1/2"

15'-0"

KITCHEN

PANTRY

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SITE PLAN

SCALE: 1" = 30'

BIK

E PATH

BELGIAN BLOCK APRON

CURB CUT NOT TO EXCEED 15'

256'-4 1/

4"

27'-6 3/4"

62'-11 1/4"

01/2

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34

'-6

"

13'-

7 1/

2"

17'-

0"

17'-0"

6'-

8 1

/2"

4'-7"

8'-

11 1

/2"

13'-10"

10'-9 1/2"

14'-

6"

8'-

7 1/

2"

16'-9"

19'-0"

11'-5 1/2"

15'-

0"

QU

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N

KING

2,620 S.F.

PANTRY

BENCH

W

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FIRST FLOOR PLAN

UP

DOWN

DOWN

OPEN TO BELOW

STO

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DOWN

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A

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6 X 10 COLLAR TIE

6 X 10 COLLAR TIE

6 X 10 COLLAR TIE

6 X 10 COLLAR TIE

2

KITCHEN

3

TEMPERED

TEMPERED

TEMPERED

TEMPERED

TEMPERED

01/2

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10'-

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12'-3 3/4"

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15'-

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16'-5"

1,240 S.F.

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16'-7"

27'

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29'-7"

2,620 S.F.

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20

'-0

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74'-6"

28

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1/8

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NORTH ELEVATION

1

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2

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2 2

2 2

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22

3 3 3B

10

12

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12

6

12

10

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10

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EAST ELEVATION

1

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SOUTH ELEVATION

2

2 2

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5

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6

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WEST ELEVATION

1

1

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12

22 Boulevarde Main House22 Boulevarde Main House22 Boulevarde Main House22 Boulevarde Main House 1/30/2020

NumberNumberNumberNumber Sash/Unit SizeSash/Unit SizeSash/Unit SizeSash/Unit Size Rough OpeningRough OpeningRough OpeningRough Opening Manuf.Manuf.Manuf.Manuf. TypeTypeTypeType UnitsUnitsUnitsUnits CommentsCommentsCommentsComments Quant.Quant.Quant.Quant.

1111 1' 8" x 2' 0" TBD Andersen Fixed Single 6

2222 2' 9 5/8" x 5' 0 7/8" 2' 10 1/8" x 5' 0 7/8" Andersen Double hung Single 50

3333 2' 5 5/8" x 4' 0 7/8" 2' 6 1/8" x 4' 4 7/8" Andersen Double hung Single 3

4444 2' 4" x 2' 0" TBD Andersen Awning Single 3

AAAA 3' 0" x 7' 0" TBD TBD 4 light 1 panel Single with sidelights 1

B 4' 0" x 8' 0" TBD TBD 1 light 1 panel Single 1

CCCC 6' 0" x 7' 0" TBD TBD 6 light slider double 1

DDDD 9' 0" x 7' 0" TBD TBD 6 light slider triple 2

EEEE 6' 0" x 7' 0" TBD TBD 6 light french double 1

FFFF 2' 8" x 6' 8" TBD TBD 6 light 1 panel Single 1

Window Notes (unless otherwise noted)

1. Jamb width to be determined on site before ordering windows

2. All window casing details to match elevations

3. All windows and doors must be D.P. rated in accordance to Building Code 780 CMR 5301.2

4. All ganged windows to have double stud pocket

Note:

Contractor is responsible for coordinating window and door sizes and for verifying and updating any inconsistencies

01/2

2/2

020

FO

UN

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and

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, In

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2

2

222

2

D

F

FOUNDATION PLAN

12'-0" 20'-0"

13'-

6"

16'-6"

4'-

6"

16'-

0"

12'-0"

15'-

0"

9'-

3"

13'-0"11'-0"

8'-

0"

7'-0"

5'-

0"

36

'-0

"8

'-0

"

2'-0"

7'-7

3/4

"5

'-10

1/4

"

5'-6" 5'-6" 5'-6"

7'-10"

1'-8

"11

'-3

1/2

"10

'-1"

11'-

3 1

/2"

1'-8

"

4'-

9"

4'-

0"

10'-

0"

4'-

0"

18'-

0"

7'-0"

1'-0"

5'-0"

5'-0"

18'-0"

18'-

0"

4'-

9"

1'-0"

3'-0"17'-4"

10'-

0"

16'-6"

5'-

3"

10"6'-8"5'-0"7'-6"

19'-2"

4'-

9"

11'-10"

7'-5

"7'

-5"

FOUNDATION NOTES1. FOUNDATION WALLS TO BE 10" THICK POURED CONCRETE, 9'-10" HIGH

(MIN. COMP. 3,000 P.S.I.)

2. FOOTINGS TO BE 10" X 22" w/ KEYWAY

3. FOUNDATION WALL & FOOTING REINFORCEMENT:

A. FOUNDATION WALLS TO HAVE VERTICAL #4 RE-BAR @ 3'-0" o.c.

B. FOUNDATION WALLS TO HAVE (2) HORIZONTAL # 4 RE-BAR 2" FROM

TOP OF WALL & HALFWAY UP FOUNDATION WALL (CONTINUOUS)

C. FOOTINGS TO HAVE (3) HORIZONTAL # 4 RE-BAR CONTINUOUS

THROUGHOUT FOOTING.

D. VERTICAL REBARS TO BE TIED TO HORIZONTAL FOOTING REBAR

@ EACH RE-BAR INTERSECTION.

4. PROVIDE min. 1/2" x 14" ANCHOR BOLTS @ 36" o.c.

5. IF CLAY IS ENCOUNTERED DURING EXCAVATION, CONTACT NORMAND

RESIDENTIAL. FOUNDATION DRAINS MAY BE REQUIRED.

10" DIA. SONOTUBE

W/ 24" BIGFOOT - TYP.

DROP TOP OF WALL

6" FOR AREAWAY

10" DIA. SONOTUBE

W/ 24" BIGFOOT - TYP.

10" DIA. SONOTUBE

W/ 24" BIGFOOT - TYP.

DROP TOP OF WALL6" FOR AREAWAY

DROP TOP OF WALL

6" FOR AREAWAY

DROP TOP OF WALL

6" FOR AREAWAY

DROP TOP OF WALL

6" FOR WINDOW WELL

DROP TOP OF WALL

6" FOR WINDOW WELL

DROP TOP OF WALL

6" FOR WINDOW WELL

DROP TOP OF WALL

6" FOR WINDOW WELL

2'-9"4'-3"

2'-

0"

3'-

0"

2'-

9 1

/2"

1'-8

1/2

"

2'-6"9'-6"

8'-3" 8'-3"

2'-

6"

7'-6

"

5'-

0"

5'-

0"

HSS COLUMN UP W/

42" X 42" X 12" FOOTING

1'-0

1/2

"10

'-0

1/4

"7'

-3 3

/4"

8'-

1 3

/4"

8'-

4 3

/4"

9'-

1"

8'-1"6'-11 1/4"10'-11 3/4"

8'-

4 1

/2"

8'-

4 1

/2"

8'-

4 1

/2"

8'-

4 1

/2"

8'-1"17'-8 1/4"16'-11 1/2"

19'-9 1/4"

HSS COLUMN UP W/

42" X 42" X 12" FOOTING

HSS COLUMN UP W/

42" X 42" X 12" FOOTING

HSS COLUMN UP W/

42" X 42" X 12" FOOTING

TEMPERED

TEMPERED

TEMPERED

01/2

2/2

020

FIR

ST

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UP

UP

BASEMENT PLAN

WINDOW WELL

WD

WINDOW WELL

2

2

222

2

D

F

POST UP

POST UP

POST UP

POST UP

POST UP

HSS 5 X 5 X 1/4"

COLUMN DOWN(3) 1 3/4" X 14" LVL BEAM (FLUSH)

HSS 5 X 5 X 1/4"

COLUMN DOWN

(3) 1 3/4" X 14" LVL BEAM (FLUSH)

(2) 1 3/4" X 14" LVL BEAM (FLUSH)

(2)

1 3

/4"

X 14

" LV

L B

EA

M (

FLU

SH

)

(3) 1 3/4" X 14" LVL BEAM (FLUSH)

HSS 4 X 4 X 1/4"

COLUMN DOWN

HSS 5 X 5 X 1/4"

COLUMN DOWN

HSS 5 X 5 X 1/4"

COLUMN DOWN

(3) 1 3/4" X 14" LVL BEAM (FLUSH)

HSS 5 X 5 X 1/4"

COLUMN DOWN

HSS 5 X 5 X 1/4"

COLUMN DOWN

(3)

1 3

/4"

X 14

" LV

L B

EA

M (

FLU

SH

)

(3)

1 3

/4"

X 14

" LV

L B

EA

M (

DR

OP

PE

D)

(3)

1 3

/4"

X 14

" LV

L B

EA

M (

DR

OP

PE

D)

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.POST UP

HSS 5 X 5 X 1/4"

COLUMN DOWN

(3)

1 3

/4"

X 14

" LV

L B

EA

M (

FLU

SH

)

KITCHEN ISLAND OUTLINE

(2) 1 3/4" X 14" LVL BEAM (FLUSH)

(2) 1 3/4" X 14" LVL BEAM (FLUSH)

(2) 1 3/4" X 14" LVL BEAM (FLUSH)

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

(4)

1 3

/4"

X 14

" LV

L B

EA

M (

FLU

SH

)

14" TJI 360 JOIST @ 16" O.C.

POST UP

POST UP

(2)

1 3

/4"

X 14

" LV

L B

EA

M @

RIM

(3) 1 3/4" X 14" LVL BEAM @ RIM

A

A

B

B

C

C

D

(2)

1 3

/4"

X 14

" LV

L B

EA

M @

RIM

E

FF

(3) 2 X 8 P.T. BEAM

2 X

8 P

.T. J

OIS

T @

16

" O

.C.

2 X

8 P

.T. J

OIS

T @

16

" O

.C.

2 X 8 P.T. JOIST @ 16" O.C.

2 X 8 P.T. JOIST @ 16" O.C.

2 X 8 P.T. JOIST @ 16" O.C.

(3)

2 X

10

P.T

. BE

AM

(3)

2 X

10

P.T

. BE

AM

(3)

2 X

10

P.T

. BE

AM

2 X 10 P.T. JOIST @ 16" O.C.

(3)

2 X

10

P.T

. BE

AM

TEMPERED

TEMPERED

TEMPERED

01/2

2/2

020

SE

CO

ND

FL

OO

R F

RA

MIN

G P

LA

N

DA

TE

:S

CA

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: 1/4

" =

1' 0

"

Des

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All

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ill b

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BE

NJA

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NO

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D R

ES

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DE

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15 C

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WH

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02554

(508)

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.CO

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M/P: 80 / 327

22

BO

UL

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DE

NA

NT

UC

KE

T, M

A

PANTRY

BENCH

W

D

FIRST FLOOR PLAN

UP

DOWN

DOWN

OPEN TO BELOW

STO

RA

GE

DOWN

BENCH

1

1

11

1 1

2

2

2

2

2 2

2 2

2

2 2

2

2

2

2

2

2

22

2

2

2

22

2

2222

3 3 3

A

B

C

D

E

SECOND FLOOR FRAMING PLAN

POST UP

POST UP

POST UP/DOWN

POST UP

POST UP

= PLUMBING FIXTURE ABOVE

POST UP/DOWN

POST UP

(2) 1 3/4" X 14" LVL BEAM (FLUSH)

POST DOWN POST DOWNPOST DOWN

2 X

10

RA

FTE

R @

16

" O

.C.

POST DOWN

(2) 1 3/4" X 14" LVL BEAM (FLUSH)

(2) 1 3/4" X 14" LVL BEAM (FLUSH)

POST UP/DOWN

(3)

1 3

/4"

X 14

" LV

L B

EA

M (

DR

OP

PE

D)

(3)

1 3

/4"

X 14

" LV

L B

EA

M (

DR

OP

PE

D)

(3)

1 3

/4"

X 14

" LV

L B

EA

M (

DR

OP

PE

D)

POST UP

POST DOWN

POST DOWNPOST DOWN

(3) 1 3/4" X 14" LVL BEAM @ RIM

POST DOWNPOST DOWN

6 X 10 COLLAR TIE

6 X 10 COLLAR TIE

6 X 10 COLLAR TIE

6 X 10 COLLAR TIE

OVERLAY FRAMING

OVERLAY FRAMING

OVERLAY FRAMING

OVERLAY FRAMING

(2) 2 X 8 COLLAR TIE

1 3/4" X 9 1/4" LVL RAFTER @

EDGE SIDE OF COLLAR TIE

1 3/4" X 9 1/4" LVL RAFTER @

EDGE SIDE OF COLLAR TIE

1 3/4" X 9 1/4" LVL RAFTER @

EDGE SIDE OF COLLAR TIE

1 3/4" X 9 1/4" LVL RAFTER @

EDGE SIDE OF COLLAR TIE

(2) 2 X 8 COLLAR TIE

(2) 2 X 8 COLLAR TIE

(2) 2 X 8 COLLAR TIE

2 X 10 RAFTER @ 16" O.C.

2 X 10 RAFTER @ 16" O.C.

2 X 10 RAFTER @ 16" O.C.

2 X 10 RAFTER @ 16" O.C.

2 X 10 RAFTER @ 16" O.C.

(3) 1 3/4" X 9 1/4" LVL HEADER

6 X 6 PSL POST

DOWN TO HEADER

(2) 1 3/4" X 14" LVL BEAM @ RIM

(3)

1 3

/4"

X 14

" LV

L B

EA

M (

DR

OP

PE

D)

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C. 14" TJI 360 JOIST @ 16" O.C.14

" TJ

I 36

0 J

OIS

T @

16

" O

.C.

(3)

1 3

/4"

X 14

" LV

L B

EA

M @

RIM

POST DOWN

POST DOWN

POST DOWN

6 X 6 PSL

POST UP

TO RIDGE

(2) 1 3/4" X 11 7/8" LVL RIDGE BEAM

(3)

1 3

/4"

X 14

" LV

L H

EA

DE

R

6 X 6 PSL POST

DOWN TO HEADER

(3)

1 3

/4"

X 9

1/4

" LV

L H

EA

DE

R

POST DOWN

POST DOWN

(2) 1 3/4" X 14" LVL RIDGE BEAM

POST DOWN

POST DOWN

6 X 6 PSL POST

DOWN TO HEADER

(3)

1 3

/4"

X 7

1/4

" LV

L H

EA

DE

R

6 X 6 PSL POST

DOWN TO HEADER

2

POST DOWN

POST DOWN

(3)

1 3

/4"

X 9

1/4

" LV

L H

EA

DE

R

2 X

10

RA

FTE

R @

16

" O

.C.

2 X

10

RA

FTE

R @

16

" O

.C.

POST DOWN POST DOWN

(2)

1 3

/4"

X 11

7/8

" LV

L R

IDG

E B

EA

M

A

A

B

B

C

C

D

E

FF

(3) 1 3/4" X 11 7/8" LVL HEADER

OVERLAY FRAMING

2 X 10 RAFTER @ 16" O.C. 2 X 10 RAFTER @ 16" O.C.

(2)

2 X

10

RID

GE

6 X 6 P.T.

POST DOWN

6 X 6 P.T.

POST DOWN

6 X 6 P.T.

POST DOWN

6 X 6 P.T.

POST DOWN

2 X 8 RAFTER @ 16" O.C.

2 X 8 RAFTER @ 16" O.C.

2 X 8 RAFTER @ 16" O.C.

2 X

8 R

AF

TER

@ 1

6"

O.C

.

2 X

8 R

AF

TER

@ 1

6"

O.C

.(3) 1 3/4" X 9 1/4" LVL BEAM

(3)

2 X

10

BE

AM

(3)

2 X

10

BE

AM

(3)

2 X

10

BE

AM

6 X 6 PSLPOST UP

TO RIDGE

(3)

1 3

/4"

X 14

" LV

L H

EA

DE

R

6 X 6 PSLPOST DOWN

(3) 1 3/4" X 9 1/2" LVL HEADER

6 X 6 PSL

POST DOWN

- ALL HEADERS TO BE (3) 2 X 8 UNLESS OTHERWISE NOTED- ALL GANGED WINDOW UNITS TO HAVE (2) 2 X 6STUDS BETWEEN UNITS UNLESS OTHERWISE NOTED.

KITCHEN

3

TEMPERED

TEMPERED

TEMPERED

TEMPERED

TEMPERED

01/2

2/2

020

RO

OF

FR

AM

ING

PL

AN

DA

TE

:S

CA

LE

: 1/4

" =

1' 0

"

Des

ign

s an

d d

raw

ing

s h

ereo

n a

re p

rop

erty

of

Ben

jam

in N

orm

and

Res

iden

tial

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ign

, Inc.

and

may

no

t b

e u

sed

wit

ho

ut t

hei

rex

pre

ss a

uth

ori

zati

on

. A

ll a

pp

lica

ble

cop

yri

gh

t la

ws

can

an

d w

ill b

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forc

ed.

BE

NJA

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NO

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AN

D R

ES

IDE

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DE

SIG

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15 C

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02554

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.CO

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M/P: 80 / 327

22

BO

UL

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NA

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UC

KE

T, M

A

A

SECOND FLOOR PLAN

DOWN

2 2

2 2

2

2

2

2

22

22

4

4

4

ROOF FRAMING PLAN

(2)

1 3

/4"

X 16

" LV

L R

IDG

E B

EA

M(2

) 1

3/4

" X

16"

LVL

RID

GE

BE

AM

(2) 1 3/4" X 14" LVL RIDGE BEAM

2 X

10

RA

FTE

R @

16

" O

.C.

2 X

10

RA

FTE

R @

16

" O

.C.

(2)

2 X

10

RA

FTE

R

BE

LOW

CH

EE

K W

ALL

(2)

2 X

10

RA

FTE

R

BE

LOW

CH

EE

K W

ALL

(2)

2 X

10

RA

FTE

R

BE

LOW

CH

EE

K W

ALL

(2)

2 X

10

RA

FTE

R

BE

LOW

CH

EE

K W

ALL

(2) 2 X 10 RAFTER

BELOW CHEEK WALL

(2) 2 X 10 RAFTER

BELOW CHEEK WALL

2 X 10 RAFTER @ 16" O.C.

2 X 10 RAFTER @ 16" O.C.

2 X 10 RAFTER @ 16" O.C.

2 X 10 RAFTER @ 16" O.C.

6 X 6 PSL

POST DOWN

6 X 6 PSL

POST DOWN

6 X 6 PSL

POST DOWN

6 X 6 PSL POST

DOWN TO HEADER(3

) 1

3/4

" X

9 1

/4"

LVL

HE

AD

ER

POST DOWN

POST DOWN

POST DOWN

POST DOWN

4 X 6 PSL

POST DOWN

4 X 6 PSL

POST DOWN

(2) 1 3/4" X 11 1/4" LVL VALLEY RAFTER

(2) 1

3/4

" X 11

1/4" L

VL V

ALLEY R

AFTER

- ALL HEADERS TO BE (3) 2 X 6 UNLESS OTHERWISE NOTED- ALL GANGED WINDOW UNITS TO HAVE (2) 2 X 6STUDS BETWEEN UNITS UNLESS OTHERWISE NOTED.

A

B

B

C

C

D

E

FF

TEMPERED

01/2

2/2

020

SE

CT

ION

S

DA

TE

:S

CA

LE

: 1/4

" =

1' 0

"

Des

ign

s an

d d

raw

ing

s h

ereo

n a

re p

rop

erty

of

Ben

jam

in N

orm

and

Res

iden

tial

Des

ign

, Inc.

and

may

no

t b

e u

sed

wit

ho

ut t

hei

rex

pre

ss a

uth

ori

zati

on

. A

ll a

pp

lica

ble

cop

yri

gh

t la

ws

can

an

d w

ill b

e en

forc

ed.

BE

NJA

MIN

NO

RM

AN

D R

ES

IDE

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IAL

DE

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C

15 C

OM

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M/P: 80 / 327

22

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NT

UC

KE

T, M

A

10

12

5

12

6

12

10

12

SECTION AA

KITCHEN

(2) 1 3/4" X 16" RIDGE BEAM

2 X 10 RAFTER @ 16" O.C.

2 X 10 RAFTER @ 16" O.C.

7'-7

1/2

"

4'-

4"

9'-

2"

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

(3) 1 3/4" X 14" LVL BEAM - DROPPED

(3) 1 3/4" X 14" LVL BEAM - DROPPED

9'-

10"

6"

8'-

0"

(3) 2 X 10 P.T. BEAM

2 X 8 P.T. JOIST @ 16" O.C.

(3) 2 X 10 BEAM

2 X 8 RAFTER @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

8'-

10 1

/4"

9'-

10"

2 X 10 RAFTER @ 16" O.C.

(2) 1 3/4" X 11 7/8" RIDGE BEAM

10'-

0 3

/4"

(2) 2 X 8 COLLAR TIE

SECTION BB

(2) 1 3/4" X 14" RIDGE BEAM

10

12

2 X 10 RAFTER @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

2 X 8 RAFTER @ 16" O.C.

2 X 8 P.T. JOIST @ 16" O.C.

(3) 2 X 8 P.T. BEAM

(3) 1 3/4" X 9 1/4" LVL BEAM

4'-

4"

9'-

2"

9'-

10"

9'-

6"

6"

8'-

0 5

/8"

01/2

2/2

020

SE

CT

ION

S

DA

TE

:S

CA

LE

: 1/4

" =

1' 0

"

Des

ign

s an

d d

raw

ing

s h

ereo

n a

re p

rop

erty

of

Ben

jam

in N

orm

and

Res

iden

tial

Des

ign

, Inc.

and

may

no

t b

e u

sed

wit

ho

ut th

eir

exp

ress

au

tho

riza

tio

n.

All

ap

pli

cab

leco

py

rig

ht l

aws

can

an

d w

ill b

e en

forc

ed.

BE

NJA

MIN

NO

RM

AN

D R

ES

IDE

NT

IAL

DE

SIG

N,

INC

15 C

OM

ME

RC

IAL

WH

AR

F ~

NA

NT

UC

KE

T,

MA

02554

(508)

228-2

044

NO

RM

AN

DR

ES

IDE

NT

IAL

.CO

M

M/P: 80 / 327

22

BO

UL

EV

AR

DE

NA

NT

UC

KE

T, M

A

SECTION CC

(2) 1 3/4" X 14" RIDGE BEAM

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

2 X 8 RAFTER @ 16" O.C.

2 X 8 P.T. JOIST @ 16" O.C.

(3) 2 X 8 P.T. BEAM

(3) 1 3/4" X 9 1/4" LVL BEAM

5

12

2 X 10 RAFTER @ 16" O.C.

7'-7

1/2

"9

'-2

"9

'-10

"

9'-

6"

5

12

SECTION DD

7'-8

"

2 X 10 RAFTER @ 16" O.C.

(2) 1 3/4" X 14" LVL BEAM @ RIM

14" TJI 360 JOIST @ 16" O.C.

14" TJI 360 JOIST @ 16" O.C.

(3) 1 3/4" X 14" LVL BEAM

9'-

10"

10

12

SECTION EE

14" TJI 360 JOIST @ 16" O.C.

8'-

10 1

/4"

2 X 10 RAFTER @ 16" O.C.

(2) 1 3/4" X 14" RIDGE BEAM

9'-

10"

01/2

2/2

020

RO

OF

FR

AM

ING

PL

AN

DA

TE

:S

CA

LE

: 1/4

" =

1' 0

"

Des

ign

s an

d d

raw

ing

s h

ereo

n a

re p

rop

erty

of

Ben

jam

in N

orm

and

Res

iden

tial

Des

ign

, Inc.

and

may

no

t b

e u

sed

wit

ho

ut th

eir

exp

ress

au

tho

riza

tio

n.

All

ap

pli

cab

leco

py

rig

ht l

aws

can

an

d w

ill b

e en

forc

ed.

BE

NJA

MIN

NO

RM

AN

D R

ES

IDE

NT

IAL

DE

SIG

N,

INC

15 C

OM

ME

RC

IAL

WH

AR

F ~

NA

NT

UC

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02554

(508)

228-2

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NO

RM

AN

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NT

IAL

.CO

M

M/P: 80 / 327

22

BO

UL

EV

AR

DE

NA

NT

UC

KE

T, M

A

PANTRY

BENCH

W

D

FIRST FLOOR PLAN

UP

DOWN

DOWN

OPEN TO BELOW

STO

RA

GE

DOWN

BENCH

1

1

11

1 1

2

2

2

2

2 2

2 2

2

2 2

2

2

2

2

2

2

22

2

2

2

22

2

2222

3 3 3

A

B

C

D

E

6 X 10 COLLAR TIE

6 X 10 COLLAR TIE

6 X 10 COLLAR TIE

6 X 10 COLLAR TIE

2

10'-0" 10'-0"

20'-0"

3'-3"5'-8"3'-1"

12'-0"

8'-

0"

8'-

0"

4'-

6"

16'-

0"

7'-4

"7'

-8"

15'-

0"

2'-4" 5'-4" 4'-4"

12'-0"

3'-8" 12'-8" 3'-8"

20'-0"

3'-2 1/2" 10'-1" 3'-2 1/2"

16'-6"

3'-

0"

2'-

3"

5'-

3"

4'-

1 1/

2"

5'-

10 1

/2"

10'-

0"

2'-

0"

2'-

9"

4'-

9"

3'-0"

1'-0"

3'-

1 1/

2"

5'-

10 1

/2"

5'-

10 1

/2"

3'-

1 1/

2"

18'-

0"

3'-10 1/4" 10'-3 1/2" 3'-10 1/4"

4'-

9 1

/2"

4'-

2 1

/2"

4'-

2 1

/2"

4'-

9 1

/2"

2'-

9"

2'-

0"

1'-0"

7'-0"

4'-

9"

18'-

0"

7'-2

"10

'-10

"10

'-10

"7'

-2"

36

'-0

"

2'-0"

8'-

0"

6'-6"6'-6"

13'-0"

8'-

0"

5'-6 1/4"5'-5 3/4"

11'-0"

6'-

1"3

'-2

"9

'-3

"

2'-11"5'-4"5'-4"2'-11"

16'-6"

9'-

6 1

/2"

3'-

11 1

/2"

13'-

6"

11'-6 1/2" 5 1/2" 19'-1" 5 1/2" 16'-6" 5 1/2" 13'-11"

10'-9 1/2" 3 1/2" 5'-5"

3'-6 1/2" 9'-5" 3'-6 1/2"

8'-

8 1

/2"

3 1

/2"

6'-

10"

4'-

4 1

/4"

4'-

4 1

/4"

7'-6

1/2

"7'

-6 1

/2"

34

'-7"

21'-

0"

3'-

3"

5'-1 1/2"6'-11 1/2"

2'-

4 1

/2"

5'-

2"

1'-11" 4'-2 1/2" 4'-7"

10'-8 1/2"

13'-

8 1

/2"

10'-8 1/2"

3'-

6 1

/2"

3'-

6 1

/2"

2'-5"

3 1

/2"

7'-1

"3

1/2

"2

'-1"

3 1

/2"

3'-8"5'-2 1/4"

1'-10 1/4"1'-10 1/4"

5 1/2"

3'-8 1/2" 5 1/2" 6'-6 1/2"

11'-

4"

3 1

/2"

9'-

0 1

/2"

1'-6

"

2'-8 1/2" 4'-2" 4'-8" 3 1/2" 2'-1"

6'-

8 1

/2"

5 1

/2"

17'-

1"

17'-1"

2'-10 1/4"

2'-

8 1

/4"

7'-1

1 1/

2"

10'-

7 3

/4"

18'-

11"

4'-

11"

1'-9 1/2" 1'-9 1/2"

KITCHEN

3

TEMPERED

TEMPERED

TEMPERED

TEMPERED

TEMPERED

01/2

2/2

020

RO

OF

FR

AM

ING

PL

AN

DA

TE

:S

CA

LE

: 1/4

" =

1' 0

"

Des

ign

s an

d d

raw

ing

s h

ereo

n a

re p

rop

erty

of

Ben

jam

in N

orm

and

Res

iden

tial

Des

ign

, Inc.

and

may

no

t b

e u

sed

wit

ho

ut th

eir

exp

ress

au

tho

riza

tio

n.

All

ap

pli

cab

leco

py

rig

ht la

ws

can

an

d w

ill b

e en

forc

ed.

BE

NJA

MIN

NO

RM

AN

D R

ES

IDE

NT

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DE

SIG

N,

INC

15 C

OM

ME

RC

IAL

WH

AR

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NA

NT

UC

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02554

(508)

228-2

044

NO

RM

AN

DR

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IDE

NT

IAL

.CO

M

M/P: 80 / 327

22

BO

UL

EV

AR

DE

NA

NT

UC

KE

T, M

A

SECOND FLOOR PLAN

DOWN

2 2

2 2

2

2

2

2

22

22

4

4

4

4'-

8"

6'-

4"

6'-

0 1

/8"

6'-

4"

4'-

8"

28

'-0

"4

'-0

"4

'-0

"

36

'-0

"

8'-10 1/2"10'-7"6'-6 1/2"

26'-0"

10'-

0"

5'-0"5'-0"

3'-3"10'-0"3'-8 1/2"

16'-11 1/2"

8'-

4 1

/2"

8'-

4 1

/2"

16'-

9"

5'-0" 5'-0"

10'-0" 3'-3"3'-8 1/2"

16'-11 1/2"

9'-

3"

8'-6" 9'-0" 8'-6"

26'-0"

16'-6" 5 1/2" 12'-4 3/4" 3 1/2" 12'-4 3/4"

5'-

2 1

/4"

4'-

8"

5'-

11 3

/4"

4'-1"8'-3 3/4"

8'-

11 1

/2"

3 1

/2"

6'-

10 1

/2"

3'-10 1/2"6'-1 1/4"

4'-

10 1

/2"

4'-

1" 16'-

1 1/

2"

4'-

0"

3'-0"

3'-6 3/4" 6'-11" 1'-11 1/8"

18'-3" 3 1/2" 6'-6 1/2"

8'-

4"

3 1

/2"

6'-

0 1

/2"

4'-

0"

2'-11 1/2"3'-7"

2'-1"

4'-

6 3

/4"

3 1/2"14'-10 1/2"3'-4 1/2"

3 1

/2"

7'-1

0"

3 1

/2"

10'-

6 1

/2"

TEMPERED