HomeMy WebLinkAboutBLD-17-000930 (2 Channel Point Road)Cover
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2 Channel Point Drive, West Yarmouth, Ma 02673
STRUCTURAL ENGINEERING: I DESIGNER:
TAYLOR DESIGN LLC GARY A.
N.S.B.C.
ELLIS
inc.
141 Main Street
Yarmouthport, Massachusetts
508-362-9802
f: '_U1—j 10
List Of Drawings
Foundation Plan
First Floor Plan.
Second Floor Plan
Elevations
Elevations
Sections/ Details
Roof Framing Plan
Interior Elevations
Electrical Plans
Existing First Floor Plan
Existing Second & Third Floor Plan
Existing Elevations
Existing Elevations
INTERIOR DESIGNER:
TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR Gr; 5SS!^!S 10 NOT RELIEVE THE
APPLICANT FROM THE RESPONSIKI"{Y OF'AS BUILT'
COMPLICANCE. _
DATE: o -�S
BUILDING OFFICLAL
Yarmouth Health Department
A PISA tj Im
ELAINE BELLEFEUILLE
BELLE INTERIORS, LLC
17 Derby Lane
Harwich, Massachusetts 02645
508-280-7031
FILE Copy
91 qw,e
WATER
2X8PT
I X 10
C WATER TABLE
SCALE: N.T.S.
FOUNDATION &
FIRST FLOOR
FRAMING PLAN
LEDGED FOUNDATION
10" THICK x t4'-8"
CONCRETE WALL ON
CONTINUOUS 20"x10"
CONCRETE FOOTING.
LEDGE HEIGHT
t 117/," OR FLOOR
JOISTS DEPTH
I � I
I On I
I �o
6
L ------
PHASE 1
TYPICAL NOTES
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION WHEN
FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL
PLASTER BOARD/FINISH.
CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING
HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND
CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY
TO INSURE SUCH PROTECTION.
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS
PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY
DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALL5/51-40RING
ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY
OF EXISTING HOUSE.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
--------- i
BASEMENT/FOUNDATION NOTES
RS TOP
ESHER
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED LALLY
COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x5/8" CAP PLATE
t 7"x12"x3/4" BASE PLATE W/ 2 @3/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x3ONIV SQUARE CONCRETE W/ 3 #5 BARS EACH WAY.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS
4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAN COLUMN LINES.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6, CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4-0" MINIMUM COVER.
7. PROVIDE 1/2" WEB STIFFENING PLATES AT ENDS OF STEEL BEANS, TYP.
8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUI
9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSI
INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTI
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
TABLE
S I M PSON
ABA66
A 1 5TIFSON STRONG—TIE CBQ
SCALE: N.T.5.
B CORNER
SCALE: N.T.S.
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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SCALE: 114" = 1'-0"
DRAWING #:
REPLACE WINDOW PHASE I,
PATCH SIDING AS REQ.
5'_Oygx
PHASE 1
1--------------�
I CABINETS
HANGING ROD
7i -fix
5'_0%1n
15'-9 1/2"
x ALIGN
------------
PHASE 1
NEW 30" VANITY/ MIRROR
4 PLUMBING FIXTURES
REMOVE EXISTING SHOWER
UNIT, REPLACE WALL WITH
HALF WALL AND GLASS
ENCLOSURE, NEW TILE 4
FIXTURES
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION 1120 MPH WIND ZONE
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DRAWING #:
THIRD FLOOR
AREA: 260 50. FT.
SECOND FLOOR
REPLACE WINDOW
PHASE I
PHASE 1
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PHASE 1
FRONT ELEVATION
EXISTING CHIMNEY
57 FLOOR
RIGHT ELEVATION
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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LEFT ELEVATION
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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DRAWING #:
(2) Ivi BOXED
BEAMS EACH
SIDE OF
DORMER
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BOXED LVL
Ig BIEY06N D
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HEADER
2 X B CEII
LAP/ NAIL
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INT DESCRIPTION
NUMBER OF
NUMBER OF
NAIL SPACING
5/8" ANCHOR BOLTS
COMMON NAILS
BOX NAILS
IOF FRAMING
CKING TO RAFTER (TOE NAILED)
2-8d
2-I0d
EACH END
BOARD TO RAFTER (END NAILED
2-16d
3-16d
EACH END
ALL FRAMING
' PLATES AT INTERSECTIONS (FACE NAILED)
4-16d
5-16d
AT JOINTS
ID TO STUD (FACE NAILED)
2-16d
2-16d
24" O.C.
,DER TO HEADER (FACE NAILED)
16d
6d
24" O.C. ALONG EDGES
OCR FRAMING
3T TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
4-15d
4-10d
PER JOIST
)CKING TO JOIST (TOE NAILED)
2-6d
2-10d
EACH END
)CKING TO SILL OR TOP PLATE(TOE NAILED)
3-16d
4-16d
EACH BLOCK
iGER STRIP TO BEAM OR GIRDER(FACE NAILED)
3-16d
4-16d
EACH JOIST
37 ON LEDGER TO BEAM(TOE NAILED)
3-5d
3-10d
PER JOIST
JD JOIST TO JOIST (END NAILED)
3-16d
4-16d
PER JOIST
ID JOIST TO SILL OR TOP PLATE (TOE NAILED)
2-16D
3-1(,d
PER FOOT
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BTM PLATE
of �,
TERS OR TRUSSES SPACED UP TO 16" O.C.
Bd
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7ERS OR TRUSSES SPACED OVER 16" O.C.
8d
IOd
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3LE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG
Bd
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3LE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL
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-
7" EDGE/10" FIELD
ALL SHEATHING
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IDS SPACED UP TO 24" D.C.
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AND 25/32 FIBERBOARD PANELS
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GYPSUM WALLBOARD
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SCALE: N.T.S.
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END
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BEAM 8 STRAP I
LSTA @ EA. RAFTER
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SCALE: N.T.S.-
RIDGE BEAM
OTE:
IDGE STRAPS ARE NOT
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NOMINAL Ix6 OR 2x4 LUMBER
ARE LOCATED IN THE UPPER
THIRD OFITHE ATTIC SPACE AND
ATTACHED TO RAFTERS USING
5)10d NAILS EACH END
2 RIDGE D ETA I L
MIN. 7" EMBEDMENT
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BOTH SIDES
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SIMI-SON SP6 (20 GA.)
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THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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DRAWING #:
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SCALE: 1/4"
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DRAWING #:
ELEV. A — KITCHEN
ELEV. C — KITCHEN
COUNTERTOPS:
KITCHEN: WHITE
NET BAR: TBD.
LAUNDRY: TBD.
RHINO/ OGEE EDGE
PAINT:
WALL $ BASE CABINETS: BENJAI" IIN I" fOORE,
ISLANDS: BENJAMIN NOORE, BALTIC GRAY
ACCENT (REF CABINET): TBD.
NET BAR: BENJAI" IIN I" IOORE, BALTIC GRAY
LAUNDRY: TBD.
SITTING ISLAND
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DATE: 08/22/16
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MASTER
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DATE: 08/22/16
SCALE: 1/4" = V-0"
DRAWING #:
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE