a1 m… · floor plans a1 7.19.16 1/4" = 1'-0" grazado velleco architects, inc. 10...
TRANSCRIPT
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
"
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 BFLOOR PLANS
A2
7.19.161/4" = 1'-0"
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
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
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.
TYPICAL DUPLEXFRONT ELEVATION
A3
7.19.161/4" = 1'-0"
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
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
SHINGLE OR CLAPBOARDSIDING
ASPHALT ARCHITECTURALROOFING SHINGLES
ALUMINUM GUTTERSAND DOWNSPOUTS
OVERHANG ANDSOFFIT TRIMAZEK OR EQUAL
EAVE TRIMAZEK OR EQUAL
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.
TYPICAL DUPLEXSIDE ELEVATION
A4
7.19.161/4" = 1'-0"
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
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
SHINGLE OR CLAPBOARDSIDING
ASPHALT ARCHITECTURALROOFING SHINGLES
ALUMINUM GUTTERSAND DOWNSPOUTS
OVERHANG ANDSOFFIT TRIMAZEK OR EQUAL
EAVE TRIMAZEK OR EQUAL
UNDERDECKRECESSED LIGHTING
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.
A5
7.19.161/4" = 1'-0"
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
1 781 631 4949
TYPICAL DUPLEXREAR ELEVATION
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.
PROPOSEDPOSTAL
STRUCTURE
7.19.161/2" = 1'-0"
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
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
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
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
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
1 781 631 4949
7.19.16 Planning Board
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
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
1 781 631 4949
7.19.16 Planning Board
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
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
1 781 631 4949
7.19.16 Planning Board
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"
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
1 781 631 4949
7.19.16 Planning Board
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
ALUMINUM GUTTERSAND DOWNSPOUTS
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
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
1 781 631 4949
7.19.16 Planning Board
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
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
1 781 631 4949
HISTORICHOME
PROPOSEDSOUTH AND EAST
ELEVATIONS
7.19.16 Planning Board
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
GRAZADO VELLECOARCHITECTS, Inc.
10 DOAKS LANEMARBLEHEAD, MA 01945
1 781 631 4949
1/4"=1'-0"
7.19.16 Planning Board