a1 m… · floor plans a1 7.19.16 1/4" = 1'-0" grazado velleco architects, inc. 10...

SHOWER

DW

DW

REF36"

9x7 O.H.D.

BERMUDA CEILING

OVEN/MICRO

DN

DN

UP 16R

9x7 O.H.D.

DN

FAMILY ROOM LIVING ROOM MASTER BEDROOM

STAIRKITCHEN

HALL

LAV

FOYER

DINING ROOM

MUDROOM

MASTER BATH

GARAGE

CLOS.

L.

PORCH

W.I.C.

W.I.C.

LOFT

Upper LIV. RM.

BEDROOM 2

DN 16R

‚

BATH

BEDROOM 3SITTINGALCOVE

First Floor Plan

WALK-INCEDAR CLOSET

Second Floor Plan

DECK OR PATIO(SEE SITE PLAN)

61'-9

"

45'-5 1/4"

This document and the designs it represents are the property of Grazado Velleco Architecs, Inc. It is understood by the use and acceptance of this document and previous progress versions,that this document and the designs that it represents are to be used soley for Planning Board approval purposes and will not be used as the basis for building permits or construction untilGrazado Velleco Architects, Inc., as the Architect of Record, provides final stamped ConstructionDocuments.

UNIT TYPE AFLOOR PLANS

A1

7.19.161/4" = 1'-0"

GRAZADO VELLECOARCHITECTS, Inc.

10 DOAKS LANEMARBLEHEAD, MA 01945

1 781 631 4949

REF

DW

WD

9x7 O.H.D.9x7 O.H.D.

36"x 72"

UP 16R

DN

OPTIONALELEVATOR

UP 16R

DN

LIVING ROOM

FOYER

MASTER BEDROOM

KITCHEN

LAV.

LAUN.

GARAGE

DINING ROOM

FAMILY ROOM

MSTR. BATH

W.I.C

(OPEN TO ABOVE)

LIN.

W.I.C

LOFT

BEDROOM 3

UpperLiving Rm

BATH

First Floor PlanSecond Floor Plan

15'-0" x 16'-6"

LINEN

BEDROOM 2

BATH

LINEN

ATTIC

ENTRYPORCH

DECK OR PATIO(SEE SITE PLAN)

46'-2"

58'-5

"


UNIT TYPE BFLOOR PLANS

A2

7.19.161/4" = 1'-0"



1 781 631 4949

FRONT ELEVATION

10'-0

"9'

-6"

9'-9

"10

'-0"

35'-0

"

Basement Level

First Floor

Second Floor

Attic

Roof Peak

Average Grade

Max

imum

WAINSCOTT PANELMDO BOARD

10" WATER TABLEAZEK OR EQUAL

COLUMNS , HANDRAILSAND BALUSTERS

SHINGLE OR CLAPBOARDSIDING

ASPHALT ARCHITECTURALROOFING SHINGLES

ALUMINUM GUTTERSAND DOWNSPOUTS

OVERHANG ANDSOFFIT TRIMAZEK OR EQUAL

EAVE TRIMAZEK OR EQUAL

OVERHANG WITHRECESSED LIGHTS

7' x 9'OVERHEADGARAGE DOOR

PORCH WITHRECESSED LIGHTS

PORCH WITHRECESSED LIGHTS


TYPICAL DUPLEXFRONT ELEVATION

A3

7.19.161/4" = 1'-0"



1 781 631 4949

CONDITION AT PATIO/DECK

CONDITION AT WALK OUT

PRO

PSED

SID

E EL

EVAT

ION

TYPI

CAL

DUP

LEX

TYPICAL SIDE ELEVATION

Max

imum

Heig

ht

10'-0

"9'

-6"

9'-9

"10

'-0"

35'-0

"

Basement Level

First Floor

Second Floor

Attic

Roof Peak

Average Grade

DOUBLE HUNGWINDOW

WAINSCOTT PANELMDO BOARD

10" WATER TABLEAZEK OR EQUAL

COLUMNS , HANDRAILSAND BALUSTERS







TYPICAL DUPLEXSIDE ELEVATION

A4

7.19.161/4" = 1'-0"



1 781 631 4949

WALK OUT CONDITION

PATIO CONDITION

10'-0

"9'

-6"

9'-9

"

First Floor

Second Floor

Attic

Roof Peak

10'-0

"9'

-6"

9'-9

"10

'-0"

35'-0

"

Basement Level

First Floor

Second Floor

Attic

Roof Peak

Average Grade

Max

imum

STUCCO ORCLAPBOARD SIDING

HANDRAILSAND BALUSTERS






UNDERDECKRECESSED LIGHTING


A5

7.19.161/4" = 1'-0"



1 781 631 4949

TYPICAL DUPLEXREAR ELEVATION


PROPOSEDPOSTAL

STRUCTURE

7.19.161/2" = 1'-0"



1 781 631 4949

7"4'

-9 3

/8"

MISC CONTROLS

FRONT LOADING MAILBOXES

8'-4" 8'-8"

3'-2

"1'

-5"

4'-1

"8'

-8"

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

3"

1012

1'-4

1/8

"4'

-0"

3 Salsbury IndustriesModel 3710DA-09

Front Loading

10"3"

1012

10"3"

2'-10" x6'-10"

EAST ELEVATION NORTH ELEVATION PLAN

FRONT

RO RO RO

7'-8

"

1012

10"3"

WEST AND SOUTH ELEVATIONS

A6

3'-0

" x6'

-10"

13'-0"8'-0"13'-0"

13'-0

"11

'-0"

12'-6"

18'-0

"

EXCESSIVE WATER PENETRATION OBSERVED IN THIS CORNER

FRAMING INACCESSIBLE

FIRST FLOOR FRAMING PLAN

SPAN DIRECTION OF EXIST. JOISTS:2x8 @ 18"-20" O/C-TYP.

8x7 TIMBER BEAM8x7 TIMBER BEAM8x7 TIMBER BEAM

16x24 BRICK PIER FOR CHIMNEY ABOVE8x16 LOAD

BEARING BRICK PIER

16x24 BRICK PIER FOR CHIMNEY ABOVE ON 40x48 BRICK PIER

6x8

TIM

BE

R B

EA

M F

LUS

H6x

8 TI

MB

ER

BE

AM

FLU

SH

6x8

TIM

BE

R B

EA

M F

LUS

H

8x8

TIM

BE

R B

EA

M F

LUS

H

EXIST. WINDOW

EXIST. WINDOW

EXIST. WINDOW

EXIST. WINDOW

6x6 TIMBER SILL -TYP.

EX

IST.

2-2

x6 D

RO

P B

EA

M

EXIST. ROUND TIMBER POST DOWN -TYP.

SPAN DIRECTION OF EXIST. JOISTS:2x8 @ 18"-20" O/C CONTINUOUS OVER DROP BEAM

TOP OF STONE FOUNDATION WALL REMOVED FOR UTILITY RUNS

16x16 BRICK PIER

BULKHEAD

STONE FOUNDATION WALL -TYP.

FL. TO CEILING@101"

FL. TO DROP CEILING@94"

BED ROOM INACCESSIBLEVERIFY DIMENSION

14R

@ 8

"13

T @

9 1

#2"

INACCESSIBLEVERIFY DIMENSION

36'-8"

13'-9"7'-3"13'-9"

13'-9

1/2

"10

'-11"

13'-9

1/2

"14

'-6"

UP

UP

BEARING WALL

5 1#2" ± BEARING WALLSILL 22"±HEAD 82"± A.F.F. TYP.

SILL 23"±HEAD 84"± A.F.F. TYP.

BEARING WALLBEARING WALL

FIRST FLOOR PLAN

H-E1

EXISTINGFLOOR PLANS

1/4" = 1'-0"7.11.16

HISTORIC HOME



1 781 631 4949

7.19.16 Planning Board

1st-FL-FIN-FL.

FL. TO CEILING@81"

8'-5

"8'

-2"

6'-9

"

3'-4

"

2nd-FL-FIN-FL.

ATTIC-FL

UNFINISHED ATTIC SPACE

UNFINISHED ATTIC SPACE

KNEE WALL @ 40"±

DN

EXIST. WALL

EXIST. FLOOR

ROOF RAFTERS:11#2"x6 @ 24" O/C ±

ATTIC FLOOR PLAN

UNABLE TO CONFIRM C.J TIE AT WALL TOP PLATE

26'-1 1/4"

SECOND FLOOR PLAN

FL. TO CEILING@98"

DN

DN

DN

14R

@ 8

"13

T @

9 1

#2"

BEARING WALL BEARING WALL

5 1#2" ± BEARING WALLSILL 22"±HEAD 74"± A.F.F. TYP.

SILL 22"±HEAD 74"± A.F.F. TYP.

BEARING WALL

BEARING WALL

13'-9"7'-3"13'-9"

13'-9"

UP

FL. TO CEILING@77"

KN

EE

WA

LL 2

6"

SHED ROOF BELOW

SLOPESLOPE

TYPICAL SECTION

H-E2

EXISTINGFLOOR PLANS

1/4" = 1'-0"7.11.16

HISTORIC HOME



1 781 631 4949


B

1

2

A

R

9'-0

"9'

-5 1

/4"

9'-1

1/2

"11

'-0 1

/4"

WEST ELEVATIONNORTH ELEVATION

ASPHALT SHINGLEROOFING

3 1/2" CROWN TRIM +-1" COVE TRIM10" FRIEZE +-8" CORNERBOARD +-

CLAPBOARDS3 1/2" TW +-

ALUMINUM GUTTER

LATTICE (TYP) LATTICE (TYP)LATTICE (TYP)

H-E3

EXISTINGNORTH AND WEST

ELEVATIONS

1/4" = 1'-0"7.11.16

HISTORIC HOME



1 781 631 4949


B

1

2

A

R

9'-0

"9'

-5 1

/4"

9'-1

1/2

"11

'-0 1

/4"

EAST ELEVATIONSOUTH ELEVATION

H-E4

1/4" = 1'-0" 7.11.16

EXISTINGSOUTH AND EAST

ELEVATIONS

1/4" = 1'-0"

HISTORIC HOME



1 781 631 4949


REBUILD OR REHABILITATEBACK SHED FORM

ADD SECOND FLOORADDITION

13'-9

1/2

"10

'-11"

36'-8"

13'-9"13'-9"

13'-9

1/2

"

7'-3"

SHED ROOF BELOW

MBR

K

LR

D

BR 3ORSTUDYBR2

Bath

Linen

K

D LRBR2

MBR

DN

UP

UP

FIRST FLOOR PLAN SECOND FLOOR PLANEXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW WALL

18'-8

"

EXTE

NT O

F NE

W S

ECO

ND L

EVEL

REMOVE EXISTING STAIR

REMOVE EXISTINGSTOOP AND BACK STAIR

CONSTRUCT NEW BACK EGRESS STAIR

7'-4"

14'-1

1/2

"

REMOVE EXISTINGSTOOP AND SIDE STAIR

RESTORE EXISTINGENTRY DOOR

FRAME AND RESIDE EXISTINGOPENINGS AS REQUIRED

CONSTRUCT NEW EGRESS STAIR

H-A1

7.11.16

HISTORICHOME

PROPOSEDFLOOR PLANS

1/4" = 1'-0"



1 781 631 4949


REPAIR OR REPLACE EXISTINGFRAMING AND TRIM AS NECESSARY

B

1

2

A

R

9'-5

1/4

"9'

-1 1

/2"

11'-0

1/4

"

WEST ELEVATIONNORTH ELEVATION

RESTORE EXISITNGFRONT DOOR

NEW AZEK SQUARECOLUMNS AND TRIM FRAME-IN

EXISTING OPENINGS

RESTORE OR REPLICATEEXISTING TRIM, EAVESOVERHANGS

RESTORE OR REBUILDEXISTING PORCHAS REQUIRED

INSTALL NEW INSULATEDDOUBLE HUNG WINDOWSWITH SIMULATED DIVIDEDLITES

INSTALL NEW WOOD SHUTTERS WITH TRADITIONAL HARDWARE


REPAIR OR REPLACE WOOD RAILS AND BALUSTERS

REMOVE EXISTINGSTOOP AND FRAMEEXSITNG OPERNING

REPAIR AND REPOINTEXISTING STONEFOUNDATION

17'-7

"6'

-8 1

/2" PROPOSED ROOFLINE

EXISTING ROOFLINE

H-A2

1/4" = 1'-0"7.11.16

HISTORICHOME

PROPOSEDNORTH AND WEST

ELEVATIONS



1 781 631 4949


PROPOSEDEGRESS STAIR

14'-1 1/2"

EXTENT OF NEW EGRESS STAIR

17'-7

"6'

-8 1

/2"

B

1

2

A

R

9'-0

"9'

-5 1

/4"

9'-1

1/2

"11

'-0 1

/4"

EAST ELEVATIONSOUTH ELEVATION

PROPOSED ROOFLINE

EXISTING ROOFLINE

PROPOSED ROOFLINE

EXISTING ROOFLINE

NEW STAIRENCLOSURE11

'-3 3

/8"

BLOCK EXISTINGOPENINGS AS

REQUIRED

H-A3

7.11.16



1 781 631 4949

HISTORICHOME

PROPOSEDSOUTH AND EAST

ELEVATIONS


6/21

/201

6 CALLNORTH

1

SS

SS

TO PARKING LOTLIGHTING CNTRL

CLGCLG

23'-0"

23'-0"

23'-0"

23'-0

"23

'-0"

23'-0

"

3 1/2" 11'-0 3/4" 3 1/2"

8'-6"TYPICAL

11 1

/2"

11 1

/2"

11 1/2" 11 1/2"

5'-9" 11'-6"

11'-0 3/4" 3 1/2"

5'-9"

3 1/2" 3 1/2" 11'-0 3/4" 3 1/2"11'-0 3/4"11 1/2" 11 1/2"

5'-9 7/8" 11'-4 1/4" 5'-9 7/8"

2'-1 1/2"1'-5 1/2"

4" CONC. SLAB - SEESTRUCT - SLOPE DOWN4" FROM REAR FDNWALL TO DOORS

WALL STEPS

CONC CURB 8" ABVDOOR SILL - TYP.

3/4" T&G PLYWD/ADVANTECH SUBFLOOR

FINISH WALLS BETWEENGARAGES w/ 5/8" F/RGWB BOTH SIDES

CEILING: 5/8" F/RGWB, PTD.

GARAGE 1 GARAGE 2

ATTIC 1 ATTIC 2

FIRST FLOOR PLAN FRONT ELEVATION

REAR ELEVATIONATTIC FLOOR PLAN

ROOF PLAN

RIGHT SIDE ELEVATION

TYPICAL SECTION FRONT TO REAR

LEFT SIDE ELEVATION

TYPICAL SECTION SIDE TO SIDE

43.5'

1

55.0'

A

VARIES

1

VARIES

A

65.17'

R

VARIES

R

11'-6

"10

'-2"

11'-6

"11

'-6"

10'-2

"10

'-2"

GARAGE DOOR GARAGE DOOR

EAVE DETAIL TOMATCH EXISTING HOUSE

5/4x8 CORNERSBALANCEDCLAPB'D SIDING4" T.W.TYP. WATERTABLE

1/2" GWB FINISH-PAINTED2x4 STUD WALLFRAMING

1/2" CDX PLYWDSHEATHINGWOOD SIDINGON 'TYVEK'

2x12 JOISTS - SEE STRUCT.

TYP. ASPHALT SHINGLEROOFING OVER 15# FELT5/8" PLYWOOD SHEATHING2x10 RAFTERS - SEESTRUCT.

129.5

UPSET CURBCONT. EXCEPT ATGARAGE DOORS

RIDGE

TYP. ASPHALT SHINGLEROOFING OVER 15# FELT

SEE STRUCT.FOR PSL HEADER

129.5

SLAB RISES ï"FROM OUTSIDEGRADE TO DOOR

129.5

4"8"

3"

9'-1

0"1'

-0"

4'-0

"

4'-0

"

CC

H-A4

7.11.16

PROPOSEDGARAGE

atHISTORICHOME



1 781 631 4949

1/4"=1'-0"
