HomeMy WebLinkAboutAP-2024-014 Sarver - Elevations & Floor PlansSCALE: AS NOTED
DRAWING #:
A1 - 6PROJECT:TITLE:REVISIONS:DATE: 12 / 08 / 2023DESIGNED BY:GARY A. ELLIS N.S.B.C. inc.141 Main Street Yarmouthport,Massachusetts774-487-0355proposed ELEVATIONSproposed residence for : # 120 HARBOR BLUFF ROAD * HYANNIS * MAMike & Maria SARVER8'-0"8'-4 1/2"FIRST FLOOR
SECOND FLOOR
WND. HDR HT
WND. HDR HT
PLATE HT
PLATE HT@ TOWER
8'-0"8'-4 1/2"FIRST FLOOR
SECOND FLOOR
WND. HDR HT
WND. HDR HT
PLATE HT 9'-8 1/2"FRONT (southeast) ELEVATION
proposed
1/4" = 1'-0"
RIGHT SIDE (northeast) ELEVATION
proposed
1/4" = 1'-0"
PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 10th EDITION / 120 MPH WIND ZONE
T.O. PATIO
PLATE HT@ TOWER
FIRST FLOOR
SECOND FLOOR
T.O. PATIO
PLATE HT@ TOWER
14.1'
11.1'TOP OF SLAB
2959 2959 2959 2959
2959 2959
2953 2953
2947
2947 2947
3359335933593359
2935
3'0" x 6'8"
3'0" full circle
2'8" x 6'8"
7280
7280728023802380
7217 23172317
3359
3317
1x8 RAKE BD. & 1x3 SHINGLE STOP
BUILT OUT over 1x4 FRIEZE BD.
ASPHALT ARCHITECTURAL ROOF SHINGLES
ALUMINUM SEAMLESS GUTERS
ON 8" FASCIA & 8" SOFFIT OVER
1x8 FRIEZE BD. W/ BED MLDG.
WHITE CEDAR SHINGLES
@ 5" EXPOSURE
1x10 SKIRT BD.
WINDOWS CASING, CAP AND
PELLA DOUBLE-HUNG
SHUTTERS AS SHOWN 3'-0"DECKING AND RAILING SYSTEM
ROOF DECK WITH COMPOSITE
P.T. POSTS CASED IN 1x TRIM
WITH SIDELIGHTS AND
PELLA IN SWING PATIO DOOR
TRANSOM WINDOWS
12
12
12
12
12
9
12
9
STONE WALL AROUND PATIO
AND FIRE PIT
12
9
ASPHALT ARCHITECTURAL ROOF SHINGLES
ALUMINUM SEAMLESS GUTERS
ON 8" FASCIA & 8" SOFFIT OVER
1x8 FRIEZE BD. W/ BED MLDG.
WHITE CEDAR SHINGLES
@ 5" EXPOSURE
1x10 SKIRT BD.
WINDOWS CASING, CAP AND
PELLA DOUBLE-HUNG
SHUTTERS AS SHOWN
14.1'
11.1'TOP OF SLAB
TOP OF FOUNDATION
FRONT STEP ON
GABLE ROOF OVER
STRUCTURAL BRACKETS
1x8 RAKE BD. & 1x3 SHINGLE STOP
BUILT OUT over 1x4 FRIEZE BD.
P.T. POSTS CASED IN 1x TRIM
5
12
5
12
N O T E :
USE ALL "PELLA" WINDOWS AND FULL VIEW GLASS EXTERIOR DOORS
TYPE / SERIES TBD
PERGOLA ?27'-0" +/-
8'-0"8'-4 1/2"FIRST FLOOR
SECOND FLOOR
WND. HDR HT
WND. HDR HT
PLATE HT
FIRST FLOOR
SCALE: AS NOTED
DRAWING #:
A2 - 6PROJECT:TITLE:REVISIONS:DATE: 12 / 08 / 2023DESIGNED BY:GARY A. ELLIS N.S.B.C. inc.141 Main Street Yarmouthport,Massachusetts774-487-0355proposed ELEVATIONSproposed residence for : # 120 HARBOR BLUFF ROAD * HYANNIS * MAMike & Maria SARVERPLATE HT@ TOWER
8'-0"8'-4 1/2"FIRST FLOOR
SECOND FLOOR
WND. HDR HT
WND. HDR HT
PLATE HT
FIRST FLOOR
SECOND FLOOR 9'-8 1/2"SECOND FLOOR
FIRST FLOOR
PLATE HT@ TOWER
REAR (northwest) ELEVATION
proposed
1/4" = 1'-0"
LEFT SIDE (southwest) ELEVATION
proposed
1/4" = 1'-0"
PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 10th EDITION / 120 MPH WIND ZONE 9'-8 1/2"14.1'
11.1'TOP OF SLAB
14.1'
11.1'TOP OF SLAB
2959
2953 2953
2953
2953 2953
2947
3347334733473347
335933594759
331733174717
29352335
2935
3529 3529
33173317
3180
12
9
12
9
12
12
12
9
1x8 RAKE BD. & 1x3 SHINGLE STOP
BUILT OUT over 1x4 FRIEZE BD.
ASPHALT ARCHITECTURAL ROOF SHINGLES
ALUMINUM SEAMLESS GUTERS
ON 8" FASCIA & 8" SOFFIT OVER
1x8 FRIEZE BD. W/ BED MLDG.
1x10 SKIRT BD.
P.T. POSTS CASED IN 1x TRIM
STONE WALL AROUND PATIO
AND FIRE PIT
WHITE CEDAR SHINGLES
@ 5" EXPOSURE
WINDOWS CASING, CAP AND
PELLA DOUBLE-HUNG
SHUTTERS AS SHOWN
OUTDOOR SHOWER
1x10 SKIRT BD.
12
9
WINDOWS W/ CASING
PELLA AWNING
& CAP AS SHOWN
WINDOWS CASING, CAP AND
PELLA DOUBLE-HUNG
SHUTTERS AS SHOWN
OUTDOOR SHOWER
ALUMINUM SEAMLESS GUTERS
ON 8" FASCIA & 8" SOFFIT OVER
1x8 FRIEZE BD. W/ BED MLDG.
ASPHALT ARCHITECTURAL ROOF SHINGLES
1x8 RAKE BD. & 1x3 SHINGLE STOP
BUILT OUT over 1x4 FRIEZE BD.
WHITE CEDAR SHINGLES
@ 5" EXPOSURE
DECKING AND RAILING SYSTEM
ROOF DECK WITH COMPOSITE
WITH TRANSOM WINDOWS ABOVE
PELLA DH & PICTURE WINDOWS
N O T E :
USE ALL "PELLA" WINDOWS AND FULL VIEW GLASS EXTERIOR DOORS
TYPE / SERIES TBD27'-0" +/-
SCALE: AS NOTED
DRAWING #:
A3 - 6PROJECT:TITLE:REVISIONS:DATE: 12 / 08 / 2023DESIGNED BY:GARY A. ELLIS N.S.B.C. inc.141 Main Street Yarmouthport,Massachusetts774-487-0355proposed FLOOR PLANSproposed residence for : # 120 HARBOR BLUFF ROAD * HYANNIS * MAMike & Maria SARVERDN
LAV.
GAS INSERT
FIREPLACE
BUILT IN BUILT INREFRIG.
K.ISLAND
PANTRY
D
W
LAUNDRY
CLOSETCLOSETCLOSET
OUTDOOR
SHOWER
OUTDOOR KITCHEN
DN
LINEN
UTILITYCLOSET
BATH
LINEN
FIRST FLOOR PLAN
proposed
1/4" = 1'-0"
SECOND FLOOR PLAN
proposed
1/4" = 1'-0"
PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 10th EDITION / 120 MPH WIND ZONE
KITCHEN
GREAT ROOM
BATH
HALL
BEDROOM #1
master
DINING
MUDROOM
PORCH
PORCH
COVERED
COVERED
P A T I O
FIRE PIT
P A T I O
BEDRM #3
BEDROOM #2
FAMILY ROOM
ROOF DECK
BATH
HALL
14'-0"22'-0"16'-0"18'-0"4'-0"5'-0"10'-0"12"6'-0"14'-0"
6'-0"
DECK ABOVEN12'-0"6'-0"22'-6"6'-0"14'-0"8'-0"
8'-0"14'-0"6'-3"9'-6"1'-6"5'-0"
FLOOR AREA 1,615 S.F. FLOOR AREA 932 S.F.
CLOSET
4'-0"WH
FURNACECLOSET
CLOSETCLOSETmaster
7'-8"MAX. LOT COVERAGE (HOUSE & DECKS) . . . . . . . . . . . . 1,893 S.F.
PROPOSED LOT COVERAGE (HOUSE & DECKS) . . . . . . 1,815 S.F.
MAX. FLOOR AREA . . . . . . . . . . . . 2,592 S.F.
PROPOSED FLOOR AREA . . . . . . 2,547 S.F.
14'-0"
6'-6"6'-6"6'-6"4'-0"
14'-0"
30'-0"8'-0"4'-0"6'-0"15'-0"UP 13'-6"2'-0"19'-0"7'-0"NS1
A 5
S2
A 5
S3
A 5
S1
A 5
S2
A 5
S3
A 5
N O T E :
USE ALL "PELLA" WINDOWS AND FULL VIEW GLASS EXTERIOR DOORS
TYPE / SERIES TBD10'-8"5'-8"5'-8"5'-4"5'-4"2'6"x6'8"
2'6"x6'8"2'6"x6'8"2'6"x6'8"2'6"x6'8"2'6"x6'8"2'6"x6'8"
5'0" VANITY
5'0" TUB/SHWR
3'0"x6'8"3'0"x6'8"3"
7'-0"3"7'-0"4'-9"4'-9"3"3"3"3"
EQ.EQ.12'-0"8'-0"
4'-0"4'-0"
4'-6"4'-6"11'-0"4'-3"1'-7"
2'-8"2'-8"5'-2"5'-2"16'-4"4'-3"7'-8"2'6"x6'8"3'-6"8'-8"4'-6"2'-8"5'-2"4'-10"7'-4"6'-10"4'-2"3'-6"3'0"x6'8"3'0"x6'8"4'-4"14"2'6"x6'8"2'6"x6'8"4'0"x6'8"4'0"x6'8"
2'6"x6'8"
4'0"x6'8"
2'6"x6'8"3'0"x6'8"3'0"x6'8"
2
'
6
"
x
6
'
8
"
5'-0"3'-6"5'-0"3'-6"6'-6"6'-6"5'-0"5'-0"12'-0"6'-0"2'-6"8'-1"7'-9"3'-8"
4'-11"4'-10"4'-7"22"7'-4"5'-3"21'-2"4'-4"
5'-0"
18"4'-2"5'-6"6'-2"7'-6"3'-6"4'-11"5'-3"2'-4"5'-4"1'-9"7'-9"10'-10"2'-0"4'-0"4'-0"
STONE WALL AROUND PATIO
AND FIRE PIT
P.T. 6x6 POSTS - TYP.
P.T. 6x6 POST
POST
POST POST POSTPOST
POST
7'-0"
3"
SCALE: AS NOTED
DRAWING #:
A4 - 6PROJECT:TITLE:REVISIONS:DATE: 12 / 08 / 2023DESIGNED BY:GARY A. ELLIS N.S.B.C. inc.141 Main Street Yarmouthport,Massachusetts774-487-0355FOUNDATION PLANproposed residence for : # 120 HARBOR BLUFF ROAD * HYANNIS * MAMike & Maria SARVERUP
22'-0"14'-0"10'-0"22'-0"14'-0"2'-0"4'-0"6'-0"12"
6'-0"3'-9"13'-6"8'-6"3"3"5'-9"CRAWL SPACE
2" CONCRETE DUST CAP
ON 6 MIL POLY VAPOR RETARDER
PROVIDE:
* CONTIN. #5 REBARS - (2) @ TOP & BOTTOM OF FND. WALL
BOLT EMBENTMENT MIN. 7"
USE 3"x3" x1/4" PLATE WASHERS
& 6"-12" FROM END OF PLATES,
* 5/8" ANCHOR BOLTS @ MAX. " O.C.
- (2) IN FOOTING
FOUNDATION PLAN
1/4" = 1'-0"
BOTTOM TO BELOW FROST LINE
ON 10"x20" CONTINUOUS CONCRETE FOOTING
10" THICK POURED CONCRETE FOUNDATION WALL
BOTTOM TO BELOW FROST LINE
ON 10"x20" CONTINUOUS CONCRETE FOOTING
10" THICK POURED CONCRETE FOUNDATION WALL
JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING
COMMON NAILS BOX NAILS
ROOF FRAMING
BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END
RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END
WALL FRAMING
TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS
STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C.
HEADER TO HEADER (FACE NAILED) 16d 16d 24" O.C. ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-10d PER JOIST
BLOCKING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END
BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST
JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST
BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-16d PER FOOT
ROOF SHEATHING
WOOD STRUCTURAL PANELS
RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8d 10d 6" EDGE/6" FIELD
RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8d 10d 4" EDGE/6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6" EDGE/6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL 8d 10d 6" EDGE/6" FIELD
OUTLOOKERS
GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 8d 10d 4" EDGE/4" FIELD
CEILING SHEATHING
GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD
WALL SHEATHING
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" O.C. 8d 10d 6" EDGE/12" FIELD
12" AND 2532" FIBERBOARD PANELS 8d - 3" EDGE/6" FIELD
12" GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
1" OR LESS 8d 10d 6" EDGE/1" FIELD
GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD
N A I L I N G S C H E D U L E
PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 10th EDITION / 120 MPH WIND ZONE N13'-6"14'-0"10'-6"
4'-0"6'-6"14'-0"8'-0"30'-0"
7'-0"7'-0"
6'-6"
6'-6"2 x 10 FLR. JSTS @ 16" O.C.2 x 10 FLR. JSTS @ 16" O.C.2 x 10 FLR. JSTS @ 16" O.C.7'-0"6'-2"6'-2"7'-2"8'-0"
7'-10"7'-0"6'-9"6'-0"8'-5"8'-0"7'-0"10'-3"11'-9"2x10s @ 16" O.C.2x10 FLR. JSTS @ 16" O.C.2x10 FLR. JSTS @ 16" O.C.8'-9"13'-6"10'-0"(3) 1 3/4"x9 1/4" LVL
(3) 1 3/4"x9 1/4" LVL
(3) 1 3/4"x9 1/4" LVL
POST above POST
abovePOST abovePOST above3 1/2" DIA. STEEL LALLY COLUMNS
ON 30"x30"x12" CONC. FOOTING
BM PKTBM PKT
BM PKT BM PKT
3 1/2" DIA. STEEL LALLY COLUMNS
ON 30"x30"x12" CONC. FOOTING
3 1/2" DIA. STEEL LALLY COLUMNS
ON 30"x30"x12" CONC. FOOTING
or HSS STEEL COLUMNS?
10" DIA. CONCRETE SONOTUBE
ON CONCRETE 28" DIA.
10" DIA. CONCRETE SONOTUBE
ON CONCRETE 28" DIA. "BIG FOOT" FTG.
TYPICAL:
FRONT STOOP ABOVE
LINE OF PATIO/STONE KNEE WALL ABOVELINE OF PATIO ABOVE"BIG FOOT" FTG.
VENT
SMART
8x16
VENT
SMART
8x16
VENT
SMART
8x16
VENT
SMART
8x16
S1
A 5
S2
A 5
S3
A 5
VENTSMART8x16VENTSMART8x16VENTSMART8x16VENT
SMART
8x16
8'-0"8'-4 1/2"FIRST FLOOR
SECOND FLOOR
WND. HDR HT
WND. HDR HT
PLATE HT
14.1'TOP OF FOUNDATION
11.1'TOP OF SLAB
(3) 1 3/4" x 9 1/2" LVL GIRT
3 1/2" DIA. STEEL LALLY COLUMNS
2" CONCRETE DUST CAP
ON 6 MIL POLY VAPOR RETARDER
ON 30"x30"x12" CONC. FOOTING
W x STEEL BEAM flush
BEDROOM #2
master
GREAT ROOM MUDROOM CL.
CRAWL SPACE
1/4" = 1'-0"
S1
A 5
SECTION through GREAT ROOM, MUD ROOM, MASTER BEDROOM #2
11'-9"
28'-6"
10'-0"6'-9"
14"
16'-4"
FIRST FLOOR
14.1'TOP OF FOUNDATION
11.1'TOP OF SLAB
(3) 1 3/4" x 9 1/2" LVL GIRT
W x STEEL BEAM flush
CRAWL SPACE 3 1/2" DIA. STEEL LALLY COLUMNS
ON 30"x30"x12" CONC. FOOTING
10'-0"13'-6"8'-9"7'-9"
W x STEEL BEAM flush
(3) 1 3/4" x 9 1/2" LVL GIRT
BEDROOM #1
master
KITCHEN HALL
BATH BEDRM #3HALL
LINENDINING
9'-9"
1/4" = 1'-0"
S2
A 5
SECTION through KITCHEN, HALL, MASTER BEDROOM #1, ROOF DECK
40'-0"8'-4 1/2"FIRST FLOOR
SECOND FLOOR
WND. HDR HT
14.1'TOP OF FOUNDATION
11.1'TOP OF SLAB
(3) 1 3/4" x 9 1/2" LVL GIRT
3'-9"
KITCHEN
DINING
W x STEEL BEAM flush
FAMILY ROOM
ROOF DECK
24'-0"
13'-9"
PLATE HT@ TOWER
9'-8 1/2"SCALE: AS NOTED
DRAWING #:
A5 - 6PROJECT:TITLE:REVISIONS:DATE: 12 / 08 / 2023DESIGNED BY:GARY A. ELLIS N.S.B.C. inc.141 Main Street Yarmouthport,Massachusetts774-487-0355proposed ELEVATIONSproposed residence for : # 120 HARBOR BLUFF ROAD * HYANNIS * MAMike & Maria SARVERPROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 10th EDITION / 120 MPH WIND ZONE
1/4" = 1'-0"
S3
A 5
SECTION through GREAT ROOM, MUD ROOM, MASTER BEDROOM #2 8'-0"8'-4 1/2"FIRST FLOOR
SECOND FLOOR
WND. HDR HT
WND. HDR HT
PLATE HT
14.1'TOP OF FOUNDATION
11.1'TOP OF SLAB
TOP & BOTTOM OF FND. WALL
(2) #5 REBARS @
WASHERS, BOLT EMBEDMENT MIN. 7"
END OF PLATES, USE 3"x3" x1/4" PLATE
BOLTS @ MAX. 32" O.C. & 6"-12" FROM
P.T. 2x6 SILL PLATE W/ 5/8" ANCHOR
BOTTOM TO BELOW FROST LINE
ON 10"x20" CONTINUOUS CONCRETE FOOTING
10" THICK POURED CONCRETE FOUNDATION WALL
(2) #5 REBARS IN FOOTING
2x6 STUD WALL W/
5 1/2" FBGL. INSULATION,
WHITE CEDAR SHINGLES
1/2" PLYWD., HOUSEWRAP &
PATIO
PATIO
10'-3"
TOP & BOTTOM OF FND. WALL
(2) #5 REBARS @
WASHERS, BOLT EMBEDMENT MIN. 7"
END OF PLATES, USE 3"x3" x1/4" PLATE
BOLTS @ MAX. 32" O.C. & 6"-12" FROM
P.T. 2x6 SILL PLATE W/ 5/8" ANCHOR
(2) #5 REBARS IN FOOTING
3/4" T&G PLYWD. SUBFLOOR ON
2x10 FLOOR JOISTS @ 16" O.C.
3/4" T&G PLYWD. SUBFLOOR ON
2x10 FLOOR JOISTS @ 16" O.C.
3/4" T&G PLYWD. SUBFLOOR ON
2x10 FLOOR JOISTS @ 16" O.C.
3/4" T&G PLYWD. SUBFLOOR ON
2x12 FLOOR JOISTS @ 16" O.C.
11'-9"
2x6 STUD WALL W/
5 1/2" FBGL. INSULATION,
WHITE CEDAR SHINGLES
1/2" PLYWD., HOUSEWRAP &
2x12 RIDGE BD.
2x8 CEILING JOISTS @ 16" O.C.
2x10 ROOF RAFTERS @ 16" O.C.
W/ 5/8" CDX PLYWD. SHEATHING
& ASPHALT ROOF SHINGLES
SIMPSON LSTA 18 STRAPS @ EVERY RAFTER
@ ROOF RIDGE:
or USE 2x4 TIES 2 16" O.C. BELOW R.RIDGE
SIMPSON H 2.5 HURRICANE CLIPS
EA. SIDE, SEE DETAIL ABOVE
SEE DETAIL
BUILT OUT RAKE BOARDS
2x10 ROOF RAFTERS @ 16" O.C.
W/ 5/8" CDX PLYWD. SHEATHING
& ASPHALT ROOF SHINGLES
ALUM. GUTTER ON 1x8
FASCIA BD. ON 8" +/- SOFFIT
PELLA AWNING WINDOW
PELLA CIRCLE WINDOW
PATIO DOORS
PELLA GLIDING
PATIO DOORS
PELLA GLIDING
12
12
5
12
FRONT DOOR
PELLA DH WINDOW
PELLA DH WINDOW
12
9
4
12
BOTTOM TO BELOW FROST LINE
ON 10"x20" CONTINUOUS CONCRETE FOOTING
10" THICK POURED CONCRETE FOUNDATION WALL
3 1/2" DIA. STEEL LALLY COLUMNS
2" CONCRETE DUST CAP
ON 6 MIL POLY VAPOR RETARDER
ON 30"x30"x12" CONC. FOOTING
CRAWL SPACE
PLATE HEIGHT PLATE HEIGHT
PLATE HT@ TOWER
9'-8 1/2"2x10 ROOF RAFTERS @ 16" O.C.
W/ 5/8" CDX PLYWD. SHEATHING
& ASPHALT ROOF SHINGLES
2x10 ROOF RAFTERS @ 16" O.C.
W/ 5/8" CDX PLYWD. SHEATHING
& ASPHALT ROOF SHINGLES
ALUM. GUTTER ON 1x8
FASCIA BD. ON 8" +/- SOFFIT
2x6 STUD WALL W/
5 1/2" FBGL. INSULATION,
WHITE CEDAR SHINGLES
1/2" PLYWD., HOUSEWRAP &
PATIO DOORS
PELLA IN SWING 6'-8"2x8 CEILING JOISTS @ 16" O.C.
SIMPSON H 2.5 HURRICANE CLIPS
EA. SIDE, SEE DETAIL
ALUM. GUTTER ON 1x8
FASCIA BD. ON 8" +/- SOFFIT
3/4" T&G PLYWD. SUBFLOOR ON
2x12 FLOOR JOISTS @ 16" O.C.
13'-9"
(3)2x10 HDR
AROUND PERIMETER
(3) 1 3/4" x 11 1/4" LVL HDR
10" DIA. CONCRETE SONOTUBE
ON CONCRETE 28" DIA. "BIG FOOT" FTG.
P.T. 6x6 POSTS
APPROVED SIMPSON POST BASES
ATTACH POSTS TO SONOTUBES W/
HD
PATIO DOORS
PELLA GLIDING
TRANSOM WINDOW
PELLA AWNING
AT PROPOSED ROOF DECK :
CUT 2x12 FLR. JSTS TO SLOPE AWAY FROM HOUSE
FINISH W/ 1/2" PLYWD SHEATHING & RUBBER ROOFING
INSTALL 1x6 DECKING ON TOP OF
P.T. 2x4 SLEEPERS CUT TO REVERSE SLOPE
AT PROPOSED ROOF DECK :
CUT 2x12 FLR. JSTS TO SLOPE AWAY FROM HOUSE
FINISH W/ 1/2" PLYWD SHEATHING & RUBBER ROOFING
INSTALL 1x6 DECKING ON TOP OF
P.T. 2x4 SLEEPERS CUT TO REVERSE SLOPE
3'-0"(3) 1 3/4" x 11 1/4" LVL HDR
10" DIA. CONCRETE SONOTUBE
ON CONCRETE 28" DIA. "BIG FOOT" FTG.
P.T. 6x6 POSTS
APPROVED SIMPSON POST BASES
ATTACH POSTS TO SONOTUBES W/
HD
2" CONCRETE DUST CAP
ON 6 MIL POLY VAPOR RETARDER
TOP & BOTTOM OF FND. WALL
(2) #5 REBARS @
WASHERS, BOLT EMBEDMENT MIN. 7"
END OF PLATES, USE 3"x3" x1/4" PLATE
BOLTS @ MAX. 32" O.C. & 6"-12" FROM
P.T. 2x6 SILL PLATE W/ 5/8" ANCHOR
(2) #5 REBARS IN FOOTING
BOTTOM TO BELOW FROST LINE
ON 10"x20" CONTINUOUS CONCRETE FOOTING
10" THICK POURED CONCRETE FOUNDATION WALL
3/4" T&G PLYWD. SUBFLOOR ON
2x12 FLOOR JOISTS @ 16" O.C.
2x10 ROOF RAFTERS @ 16" O.C.
W/ 5/8" CDX PLYWD. SHEATHING
& ASPHALT ROOF SHINGLES
2x8 CEILING JOISTS @ 16" O.C.
12
12
2x12 RIDGE BD. - BEYOND
2x12 RIDGE BD. - BEYOND
2x10 ROOF RAFTERS @ 16" O.C.
W/ 5/8" CDX PLYWD. SHEATHING
& ASPHALT ROOF SHINGLES
2x6 STUD WALL W/
5 1/2" FBGL. INSULATION,
WHITE CEDAR SHINGLES
1/2" PLYWD., HOUSEWRAP &
ALUM. GUTTER ON 1x8
FASCIA BD. ON 8" +/- SOFFIT
ALUM. GUTTER
3'-8"
8'-6"
27'-10"
SCALE: AS NOTED
DRAWING #:PROJECT:TITLE:REVISIONS:DATE: 12 / 08 / 2023DESIGNED BY:GARY A. ELLIS N.S.B.C. inc.141 Main Street Yarmouthport,Massachusetts774-487-0355proposed residence for : # 120 HARBOR BLUFF ROAD * HYANNIS * MAMike & Maria SARVERPROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 10th EDITION / 120 MPH WIND ZONE
ROOF FRAMING PLAN
1/4" = 1'-0"2x12 RIDGE BD.VALLEYV
A
L
L
E
Y
VALLEYROOF DECK below
(2
)
2
x12
VALLEY
(
2
)
2
x
1
2
H
I
P
(2)2x12 HIP
(2)2x12 HIP
(2)2x12 HIP(2)2x12 HIP2x12 RIDGE BD.(2) 2x12 VALLEY(
2
)
2
x
1
2
V
A
L
L
E
Y(2) 2x12 VALLEYVALLEYV.V.o p e n
A6 - 6FRAMING PLANS2 x 10 R O O F R A F T E R S @ 16" O. C.2 x 12 SECOND FLOOR JOISTS @ 16" O. C.
V.
SECOND FLOOR FRAMING PLAN
1/4" = 1'-0"2x12 RIDGE BD.2x12 RIDGE BD.2x12 RIDGE BD.2x12 RIDGE BD.2x12 R. BD.BUILT OUT RAKE8"BUILT OUT RAKE 8"
8"BUILT OUT RAKE
BUILT OUT RAKE8"TYPICAL AT ALL GABLES :
8"BUILT OUT RAKE
2x12 RIDGE BD.(2) 1 3/4" x 11 1/4" LVLCRICKET TO TOP OF ROOF SHEATHINGCHIMNEY - 2x4 FRAME ATTACHED2'-6"3'-0"(2) 1 3/4" x 11 1/4" LVL(2) 1 3/4" x 11 1/4" LVL(3) 1 3/4" x 11 1/4" LVL(2) 1 3/4" x 11 1/4" LVL(2) 1 3/4" x 11 1/4" LVL(3) 1 3/4" x 11 1/4" LVL(3) 1 3/4" x 11 1/4" LVL header below
new W x STEEL BEAM - flush
new W x STEEL BEAM - flush
new W x STEEL BEAM - flush POST DN
POST DN
POST DN
POST DN
POST DN
POST DN
POST DN POST DN POST DN
POST DN POST DN
(2)2x12(3) 1 3/4" x 11 1/4" LVL header below (3) 1 3/4" x 11 1/4" LVLheader belowBEARING WALL below BEARING WALL below
(2) 1 3/4" x 11 1/4" LVL (2)2x12(2)2x12
(3)2x10 HDR
(3)2x10 HDR
(3)2x10 HDR(3)2x10 HDRS1
A 5
S2
A 5
S1
A 5
S2
A 5
S3
A 5
S3
A 5