HomeMy WebLinkAbout5057 55 Bayberry Rd Elevation Foundation Floor PlansA1 - 6
SCALE: AS NOTED
DRAWING #:PROJECT:TITLE:REVISIONS:F R O N T & R I G H T S I D E E L E V A T I O N1/4" = 1'-0"
F R O N T E L E V A T I O N 7'-6"first flr
ceiling ht.
PROPOSED (+/-)match/alignfirst flr
8
12
3.5
12
R I G H T S I D E E L E V A T I O N
1/4" = 1'-0"
PROPOSED
(+/-) 3.75
12
shwr
first flr
10
12
second flr
wdw hdr
plate ht.
knee wall
CL
7'-7 1/2"2'-10 1/2"7'-8 1/2"covered porch
proposed
3.5
12
5'-8"
B
A A A
FAF
B I G D E L I A Z A R I5 5 B A Y B E R R Y R D . W E S T Y A R M O U T H , M A NORTHSIDE BUILDING CONSULTANTS(774)-487-0355gektunsbc@gmail.com141 MAIN STREETYARMOUTHPORT, MA 02675S2
A 6
S3
A 6
1
H
2 to exist.match/alignto exist.(+/-)A A A A
A
CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND
MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED.1'-0"fill existing foundation to 12" below vents
rake trim to
asphalt roof shingles
cupola, by others
asphalt roof shimgles
match existing
F
DATE: 05 / 23 / 2023
optional dormer
3" dust cap or gravel
6'-0"
prop. add.
32'-0"
proposed additions
30'-0" (+/-)
existing house
14'-2"
NINTH EDITION / 140 MPH WIND ZONE
MASSACHUSETTS STATE BUILDING CODE
THESE PLANS ARE IN COMPLIANCE WITH THE
top plate
existing house 7'-6"first flr
ceiling ht.(+/-)match/alignto exist.prop. addition
3" dust cap or gravel
12" below vents
13'-0"
prop. additions beyond
(+/-)4'-0"
existing
optional dormer
(beyond)
asphalt roof shingles
vert. siding
NOTE:
A2 - 6
SCALE: AS NOTED
DRAWING #:PROJECT:TITLE:REVISIONS:1/4" = 1'-0"
R E A R E L E V A T I O N
PROPOSED7'-6"first flr
ceiling ht.(+/-)deck
watershwr
bulkhead
3.5
12
1/4" = 1'-0"
L E F T S I D E E L E V A T I O N
PROPOSED
first flr
CL
second flr
wdw hdr
plate ht.
knee wall
3'-0"7'-8 1/2"first flr
CL
3.5
12
D
A A
B
F A F
3
6 6 NORTHSIDE BUILDING CONSULTANTS(774)-487-0355gektunsbc@gmail.com141 MAIN STREETYARMOUTHPORT, MA 02675B I G D E L I A Z A R I5 5 B A Y B E R R Y R D . W E S T Y A R M O U T H , M A R E A R & L E F T S I D E E L E V A T I O NS3
A 6
S2
A 6
S1
A 6
G
A
4 5
E
match/alignto exist.A
C
A
3.5
12
8
12rake trim to
match existing
asphalt roof shingles
asphalt roof shimgles
soffit details
to match existing
w.c. shingles to
match existing
corner bds. to
match existing
access
fill existing foundation to vents
rake trim to
match existing
w.c. shingles to
match existing
corner bds. to
match existing
cupola, by others
DATE: 05 / 23 / 2023
6'-0"17'-3" (+/-)22'-9"22'-0"
proposed additionsproposed additionsprop. add.existing house
32'-0"
proposed additions
top plate
second flr
wdw hdr
plate ht.
knee wall
3'-0"7'-8 1/2"top plate
CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND
MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED.NINTH EDITION / 140 MPH WIND ZONE
MASSACHUSETTS STATE BUILDING CODE
THESE PLANS ARE IN COMPLIANCE WITH THE7'-7 1/2"match/alignto exist.7'-7 1/2"match/alignto exist.wood deck, step
8"x12" vent, typical
dust cover or gravel to 12" below vent
rake trim to
match existing
10' wdw hdr
8"x12" vent, typical
dust cover or gravel to 12" below vent
azek deck & railings
NOTE:
A4 - 6
SCALE: AS NOTED
DRAWING #:PROJECT:TITLE:REVISIONS:NORTHSIDE BUILDING CONSULTANTS(774)-487-0355gektunsbc@gmail.com141 MAIN STREETYARMOUTHPORT, MA 02675B I G D E L I A Z A R I5 5 B A Y B E R R Y R D . W E S T Y A R M O U T H , M A EXPANDED
KITCHEN
EXISTING
LIVING RM
PROPOSED
DINING
F I R S T F L O O R P L A N
1/4" = 1'-0"
PROPOSED
RENOVATED
BEDROOM
PROPOSED
WOOD DECK
EXIST.
BATH
(SHELF ABOVE)
(12' HIGH FLAT CEILING)
(VAULTED CEILING)
(VAULTED CEILING)
BULKHEAD
7'-0"PROP.
CL
W/D
5'-0"3'-10"4'-8"
10'-0"22'-0"
4'-8"6'-4"6'-4"4'-8"
PROPOSED
MUD / LND
PROPOSED
GARAGE
REF
PROPOSED
FAMILY RM
16'-0" X 21'-0"
6'-0"
3'-10"4'-8"22'-9"3'-7"3'-9"4'-0"4'-0"32'-0"3'-2"(BALCONY ABOVE)14'-11"6'-0"10' X 13'-9"14'-4"P R O P O S E D F L O O R P L A N SS2
A 6
S3
A 6
S1
A 6
1
A AA
REPLACE EXIST. WDWS
2 A
AAA (2) 1 3/4" X 9 1/4" LVL EXIST. RIDGE (ABOVE)
3/0 2/8
2/8 PCKT.DR.
COVERD PORCH
WDW
EXIST.
REPLACE
B
B
A
AC
D
AA
6'-4 1/2"
A
A
4
3
517'-1"8'-0"5'-1 1/4"6'-5"6'-10"1'-8"4'-0"6'-2 3/4"5'-1 3/4"5'-0"6'-0" WDW
EXIST.
REPLACE
EXIST.
WDW
EXIST.
REPLACE
2'-0"2'-9"3'-3"
2'-9"3'-3"
E
(ABOVE)
S E C O N D F L O O R P L A N
1/4" = 1'-0"
PROPOSED
5'-4"5'-8"5'-8"5'-4"
PROPOSED
BEDROOM #2
10'-0"32'-0"PROPOSED
BEDROOM #3
EXISTING RIDGE
PROPOSED RIDGE
PROP. GABLE ROOF
PROP. SHED ROOF
PROP. SHED ROOF EXISTING ROOFDORMER
13'-2" x 14'-4"
CL
11'-0" x 14'-4"
OPTIONAL
EXISTING ROOF
LINE OF INTERSECTION
22'-0"
S2
A 6
S3
A 6
S1
A 6 DN
2/62/62/6F A F
6
G
6
F F
RIDGE BELOW (2) 1 3/4" X 16"4X6 2/622'-0"(+/-) EXISTING HOUSE30'-0"
(+/-) EXISTING HOUSE
4X6
2/6(2) 1 3/4" X 9 1/4" LVL (2) 1 3/4" X 11 1/4" LVL
HDR
HDR
4" T.S. COL'M
PROPOSED ADDITION PROP. ADDITION PROP. ADDITION
UP
2'-3 1/2"
3'-1 1/2"4'-5"4'-4"3'-0"8'-9"W10X26 (FLUSH)1'-6"5'-6"25'-0"1'-6"2
/
6
PROP.
LOFT
8'-9" x 14'-4"
5'-4"5'-4"5'-8"5'-8"
A
PROPOSED ADDITION PROP. ADDITION
CL
4/0
4/0 2'-4"4'-6 1/2"3'-7 1/2"5'-0"1'-10 1/2"5'-5"4'-6 1/2"5'-1"2'-3 1/2"54" X 36"
SHWR
3'-6"3'-11"9'-6"3'-2"6'-0"5'-9"3'-5"PROPOSED ADDITIONPROPOSED ADDITION2/62/6
2/6
2/6
2/6F W10X26 (FLUSH)DATE: 05 / 23 / 2023
NINTH EDITION / 140 MPH WIND ZONE
MASSACHUSETTS STATE BUILDING CODE
THESE PLANS ARE IN COMPLIANCE WITH THE
CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND
MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED.
NOTE:
EXIST.
SHWR
PROPOSED WALLS
EXISTING WALLS
WALL LEGEND12'-0"
A5 - 6
SCALE: AS NOTED
DRAWING #:PROJECT:TITLE:REVISIONS:NORTHSIDE BUILDING CONSULTANTS(774)-487-0355gektunsbc@gmail.com141 MAIN STREETYARMOUTHPORT, MA 02675B I G D E L I A Z A R I5 5 B A Y B E R R Y R D . W E S T Y A R M O U T H , M A S E C T I O N @ L I V I N G / K I T C H E N
1/4" = 1'-0"
PROPOSED 7'-6"first flr
ceiling ht.(+/-)EXPANDED
KITCHEN
EXISTING
LIVING ROOM
3.75 (+/-)
12
first flr
8
12
3.5
12
7'-7 1/2"6'-8"C R O S S S E C T I O N
1/4" = 1'-0"
PROPOSED 7'-6"first flr
ceiling ht.(+/-)PROP.
DINING
PROP.
LAUND
(+/-) 8
12
5 (+/-)
12
S E C T I O N @ S T A I R
1/4" = 1'-0"
PROPSED
OPTIONAL
DORMER
EXISTING
CRAWL SPACE
PROP.
DINING RM.
PROPOSED
GARAGE
PROP.
BATH
S3
S2
S1
P R O P O S E D S E C T I O N SEXPANDED
KITCHEN
PROPOSED
prop. kitchen plate ht.
existing first flr
4'-0"JOINT DESCRIPTION
16d 16dHEADER TO HEADER (FACE NAILED)
1/2" AND 25/32" FIBERBOARD PANELS
GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS
FLOOR SHEATHING
CEILING SHEATHING
GREATER THAN 1"
WOOD STRUCTURAL PANELS
1" OR LESS
1/2" GYPSUM WALLBOARD
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" O.C.
GYPSUM WALLBOARD
WALL SHEATHING
GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL OUTLOOKERS
RAFTERS OR TRUSSES SPACED OVER 16" O.C.
GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG
RAFTERS OR TRUSSES SPACED UP TO 16" O.C.
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED)
JOIST ON LEDGER TO BEAM (TOE NAILED)
LEDGER STRIP TO BEAM OR GIRDER (TOE NAILED)
BAND JOIST TO JOIST (END NAILED)
BLOCKING TO SILL OR TOP PLATE (TOE NAILED)
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
WOOD STRUCTURAL PANELS
BLOCKING TO JOIST (TOE NAILED)
ROOF SHEATHING
FLOOR FRAMING
5d COOLERS
10d
8d
5d COOLERS
8d
8d
8d
16d
10d
-
-
10d
-
10d
2-16d
3-8d
3-16d
3-16d
2-8d
8d
8d
8d
8d
3-16d
4-8d
10d
10d
10d
10d
4-16d
4-16d
3-10d
3-16d
4-16d
4-10d
2-10d
TOP PLATES AT INTERSECTIONS (FACE NAILED)
RIM BAORD TO RAFTER (END NAILED)
STUD TO STUD (FACE NAILED)
BLOCKING TO RAFTER (TOE NAILED)
WALL FRAMING
ROOF FRAMING
2-16d
2-16d
COMMON NAILS
5-16d
2-8d
NUMBER OF
4-16d
2-16d
2-10d
3-16d
NUMBER OF
BOX NAILS
24" O.C. ALONG EDGES
6" EDGE / 6" FIELD
6" EDGE / 6" FIELD
6" EDGE / 1" FIELD
7" EDGE / 10" FIELD
3" EDGE / 6" FIELD
6" EDGE / 12" FIELD
7" EDGE / 10" FIELD
4" EDGE / 4" FIELD
6" EDGE / 6" FIELD
4" EDGE / 6" FIELD
6" EDGE / 6" FIELD
EACH JOIST
PER JOIST
PER JOIST
PER FOOT
PER JOIST
EACH END
EACH BLOCK
24" O.C.
AT JOINTS
EACH END
EACH END
NAIL SPACING(+/-)2X10 FLR JSTS.
W10X26
6X8'S
(2) 1 3/4" X 16" LVL
CONC. SLAB
2X6 EXTER. WALLS
W/ 1/2" CDX PLWD. SHTH'G.
W.C. SHINGLES OVER
TYVEK HOUSE WRAP
TYPICAL WALL FRAMING:
2X10 RAFTERS @ 16" O.C.
TYPICAL FOUNDATION:
8" WIDE X 4'-0" HIGH POURED
CONC. FNDTN. WALL ON
16" W X 10" D CONT. CONC. FTG.
2X10 RAFTERS @ 16" O.C.
W/ 1/2" CDX PLYWD SHEATHING,
ARCHITECTURAL SHINGLES
TYPICAL ROOF FRAMING:
TYPICAL FOUNDATION:
10" WIDE X 4'-0" HIGH POURED
CONC. FNDTN. WALL ON
20" W X 10" D CONT. CONC. FTG.
2X6 EXTER. WALLS
W/ 1/2" CDX PLWD. SHTH'G.
W.C. SHINGLES OVER
TYVEK HOUSE WRAP
TYPICAL WALL FRAMING:
2X10 RAFTERS @ 16" O.C.
W/ 1/2" CDX PLYWD SHEATHING,
ARCHITECTURAL SHINGLES
TYPICAL ROOF FRAMING:
TYPICAL FOUNDATION:
10" WIDE X 4'-0" HIGH POURED
CONC. FNDTN. WALL ON
20" W X 10" D CONT. CONC. FTG. 7'-6"(MATCH /ALIGN TO EXISTING)(MATCH /ALIGN TO EXISTING)(+/-)4'-0"(MATCH /ALIGN TO EXISTING)1'-6"ceiling ht.1'-6"(MATCH /ALIGN TO EXISTING)plate ht.
second flr
wdw hdr
plate ht.7'-8 1/2"knee wall
4'-0"LINE OF EXIST. HOUSE
(BEHIND)(BEHIND)
ATTIC
STAIR WALL(BEYOND)7'-0"3.5
12
8
12
8 (+/-)
12 (2) 1 3/4" X 9 1/4" LVL
2X6 EXTER. WALLS
W/ 1/2" CDX PLWD. SHTH'G.
W.C. SHINGLES OVER
TYVEK HOUSE WRAP
TYPICAL WALL FRAMING:
(2) 1 3/4" X 16" LVL
CUPOLA BY OTHERS
2X8 FLR JSTS @ 12" O.C.2'-4"(FILL AS REQUIRED)
EXISTING
CRAWL SPACE
(FILL AS REQUIRED)
PROPOSED
CRAWL SPACE3'-0"2'-4"22'-0"10'-0"
DATE: 05 / 23 / 2023
CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND
MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED.
NINTH EDITION / 140 MPH WIND ZONE
MASSACHUSETTS STATE BUILDING CODE
THESE PLANS ARE IN COMPLIANCE WITH THE
NOTE:
PROP.
CRAWL SP.
5'-0"
23'-0"
PROPOSED ADDITION
PROPOSED ADDITION
PROP. ADDITION
12'-9"
PROP. GABLE ADDITION (BEYOND)
PROP. ADDITION
22'-0" (+/-)
EXISTING HOUSE
LINE OF EXISTING FILL