HomeMy WebLinkAbout5149 75 Massachusetts Ave Foundation Plan 08.28.2475 MASSACHUSETTS AVENUE WEST YARMOUTH, MA
DATE :A1
DRAWING NO. :
8/28/2024
MCKEON RESIDENCE
NEW FOUNDATION FOR:SCALE :
1/4" = 1'-0"
MASHPEE ,MA. 02649
43 BREWSTER ROAD
COTUIT BAY DESIGN, LLC
PH. (508) 274-1166
DESIGNER OF ANY ERRORS OR OMISSIONS.
COMMENCES WITHOUT NOTIFYING THE
IN THESE DRAWINGS IF CONSTRUCTION
WILL BE RESPONSIBLE FOR THE CONTENT
ERRORS OR OMISSIONS ARE FOUND ON
THE DESIGNER SHALL BE NOTIFIED IF ANY
ARCHITECTURAL COPYRIGHT PROTECTION
THESE DRAWINGS REQUIRES THE WRITTEN
CONSENT OF THE DESIGNER UNDER THE
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS ARE SOLELY FOR THE USE
CONSTRUCTION. THE BUILDING CONTRACTOR
ACT OF 1990.
THESE DRAWINGS PRIOR TO START OF
FOUNDATION PLAN (FRONT HOUSE)
CRAWLSPACE
NEW
A1
A
A1
A
30'-0"24'-0"NEW FIREPLACE BASE
& FOOTINGS, LOCATE
IN THE FIELD
SISTER FRAME NEW 2 x 10 JOISTS
TO EXIST. 2 x 6 JOISTS W/ MID-SPAN
BLOCKING
7'-6"7'-6"7'-6"7'-6"
SISTER FRAME NEW 2 x 10 JOISTS
TO EXIST. 2 x 6 JOISTS W/ MID-SPAN
BLOCKING
BEAM
PKT.
BEAM
PKT.
BEAM
PKT.
BEAM
PKT.
3- 2 x 12 GIRT
2" CONCRETE SLAB W/
10 MIL POLY UNDER
BASEMENT
WINDOW
BASEMENT
WINDOW
714 S.F.
(4) SMARTVENTS AT
200 S.F. EACH
4'-6"8'-6"3'-0"3'-0"P.T. 2 x 8's @ 16" o.c.
W/ MID-SPAN BLOCKING
LEDGER DETAIL
BETWEEN LEDGER &
RUBBER MEMBRANE
INSTALL PEEL & STICK
SHEATHING
FLOOR JOISTS
P.T. 2 x 8's @ 16" o.c.
HOUSEWRAP & DECKING
INSTALL FLASHING UNDER
DECKING
SOLID BLOCKING W/ (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
P.T. 2 x 8 LEDGER BOARD SCREWED TO
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS2"2"PLACE BOLTS WITHIN 6"- 15" OF EACH
CORNER AND TO A 8 " MINIMUM DEPTH
W/ SIMPSON BPS 5/8-3 BEARING PLATES
7" MIN.ANCHOR BOLT DETAIL48" o.c.SCALE: 1/2" = 1'-0"
48" o.c.
P.T. 2 x 6 SILL W/ SEALER
INSTALL 5/8" ANCHOR BOLTS AT 48" o.c. MAX.6-12"
FROM END
OF PLATE
6-12"FROM ENDOF PLATESOLID BLOCKING W/ (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
P.T. 2 x 8 LEDGER BOARD SCREWED TO
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS
2'6" DOOR
2'6" DOOR 5'-6"4'-3"12'-0"12'-0"SMARTVENT
SMARTVENT
SMARTVENT
SMARTVENT
3'-0"
P.T. 4 x 6 POSTS ON 12" DIA.
CONCRETE SONOTUBES TO
4'0" BELOW GRADE. USE
SIMPSON ZMAX OR S.S.
ABU46 POST BASE W/ 5/8"
DIA. J-BOLT & LCE4 AT BOTH
CORNERS/AC4 IN MIDDLE
BUILDING SECTION @ CRAWLSPACEA
A1
CRAWLSPACE
EXIST. GRADE EL. 7.0'
B.F.E. AE 11.0'
D.F.E. AE 12.0'
2" CONCRETE SLAB
W/ 10 MIL POLY UNDER
3- 2 X 12 GIRT
STEEL LALLY COLUMN
TYPICAL 3 1/2" DIA.
CONCRETE FOOTING
TYPICAL 30" x 30" x 12"
2- P.T. 2 x 6 SILL
W/ SEALER
NEW R30 SPRAYFOAM INSULATION
TYP. 10" CONCRETE FOUNDATION
WALLS W/ 10" X 24" CONCRETE
FOOTINGS W/ (2) #4 HORIZONTAL
BARS AT TOP & MIDDLE OF WALL
8" CONCRETE WALLS W/ (2) #4 HORIZONTAL
BARS AT TOP & MIDDLE OF WALLS & #6
VERTICAL BARS AT 36" o.c. W/ 8" x 20"
CONCRETE FOOTINGS, 2 x 4 KEY
INSTALL (3) #5 BARS IN FOOTING
ALTERNATE:4'-0"3- 2 x 10 GIRT
STEEL LALLY COLUMN
TYPICAL 3 1/2" DIA.
CONCRETE FOOTING
TYPICAL 30" x 30" x 12"
SISTER FRAME NEW 2 x 10 JOISTS
TO EXIST. 2 x 6 JOISTS W/ MID-SPAN
BLOCKING. FASTEN TO GIRT W/
2- P.T. 2 x 8's @ 16" o.c.
P.T. 2 x 8's @ 16" o.c.
FASTEN JOISTS TO
BEAM W/ SIMPSON
H2.5A TIES
4'-0"VERIFY NUMBER OF
TREADS & RISERS
IN THE FIELD.
FASTEN JOISTS TO SILL
W/ SIMPSON ZMAX H2.5A
TIES AT 48" o.c.
SMARTVENT
EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION
FOLLOW ALL REQUIREMENTS OF THE IECC2021 RESIDENTIAL ENERGY
VIA UNDERGROUND CONNECTIONS TO COMPLY W/ ALL LOCAL CODES
VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE
FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL
SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED & EXISTING DETAILS
PROVIDE UTILITY INSTALLATIONS FROM STREET TO HOUSE
TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE, 900 PSI MIN.
INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE
DURING FRAMING CONSTRUCTION
TO BE 3000 PSI AT 28 DAYS
SIMPSON COMPONENTS. ZMAX OR S.S. REQUIRED FOR HIGH SALT &
ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS
3.)
11.)
10.)
9.)
8.)
7.)
STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015
ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS,
& DIMENSIONS IN THE FIELD
DETAILS, & FINISHES IN THE FIELD WITH OWNER
110 MPH EXPOSURE B WIND ZONE
NOTES:
6.)
5.)
4.)
MOISTURE LOCATION
5'-6"6'-6"2'6" DOOR2'6" DOOR4'-9"6'-0"6'-0"4'-5 1/2"6'-1 1/2"3- P.T. 2 x 10's
3'-6"14'-6"
7'-3"7'-3"9'-0"3'-8"UP 9 OR
10 RISERS
P.T. 4 x 6 POSTS ON 10" DIA.
CONCRETE SONOTUBES W/
24" DIA. BIGFOOT FOOTINGS
UNDERNEATH TO 4'0" BELOW
GRADE. USE SIMPSON ZMAX
OR S.S. ABU66 POST BASE W/
5/8" DIA. J-BOLT. FASTEN POSTS
TO BEAM W/ SIMPSON ZMAX OR
S.S. ACHZ OR AC4 POST CAPS3- P.T. 2 x 8's2- P.T. 2 x 8's2- P.T. 2 x 8's2- P.T. 2 x 8's2- P.T. 2 x 8's
3- P.T. 2 x 10's
P.T. 2 x 8's @ 16" o.c.
W/ MID-SPAN BLOCKING
UP 9 OR
10 RISERS
6'-0"3'-4"8'-8"3'-6"2'-6"3'-4"P.T. 4 x 6 POSTS ON
12" DIA. CONCRETE
SONOTUBES TO 4'0"
BELOW GRADE. USE
SIMPSON ZMAX OR
S.S. ABU66 POST
BASE W/ 5/8" DIA.
J-BOLT. FASTEN POSTS
TO BEAM W/ SIMPSON
ZMAX ACE4 OR LEC4
POST CAPS
6'-0"6'-0"P.T. 4 x 6 POSTS ON 10" DIA.
CONCRETE SONOTUBES W/
24" DIA. BIGFOOT FOOTINGS
UNDERNEATH TO 4'0" BELOW
GRADE. USE SIMPSON ZMAX
OR S.S. ABU66 POST BASE W/
5/8" DIA. J-BOLT. FASTEN POSTS
TO BEAM W/ SIMPSON ZMAX OR
S.S. ACHZ OR AC4 POST CAPS
FASTEN JOISTS TO
BEAM W/ SIMPSON
ZMAX H2.5A TIES
SEE LEDGER
DETAIL
VERIFY DECKING &
RAILING DETAILS
W/ OWNER
SIMPSON H2.5A AT EACH JOIST
EL. 7.5'