HomeMy WebLinkAbout8 Danbury plan 2REVISIONS I BY
GENERAL CONTRACTORS NOTES
General Contractor is to check and verify these plans before starting construction. No changes are to be
made without first contacting East Coast Designs. All materials used in the construction of this home are
to be installed as per manufacturers' specifications. While every attempt has been made in the
preparations of these plans to avoid mistakes the designer cannot guarantee against human error. If any
questions arise during construction, contact the design office before proceeding further (DO NOT
SECOND GUESS THE PLANS). East Coast Designs and employees are not responsible for any framing
errors and or omissions found after any construction begins.
These drawings are intended to indicate the scope and general extent of the construction work required.
Specific details, materials, finishes and equipment are to be provided by the contractor and agreed upon
by the owner, unless otherwise noted. Also the contractor is responsible for the construction of this project
and must Comply with all state and local codes pertaining to this project, regardless of what may be shown
or ommitted on the plans, and regardless of any contract or agreement with any party under any circumstance.
Layout and Grades: The contractor shall maintain and or reestablish benchmark and survey monuments
shown on the Site Engineers Drawings or found to exist on site to provide a base reference for the
construction. The Contractor shall employ and pay all costs fora registered Civil Engineer or Survey or
who is licensed within the jurisdiction of the project site to layout all lines and grades in accordance with
the drawings and Specifications.
Excavation: Strip all existing topsoil, subsoil and surface treatments covering the site. Salvage all
useable topsoil and fill material.
All foundations shall bear directly upon natural undisturbed granular soil underlyning the project
site or on compacted structural fill. All bearing sufaces shall be carefully hand cleaned of all loose
soil. Final excavation of all bearing surfaces shall be performed by a bockhoe or excavator having
a smooth, toothless bucket to prevent disturbances of the bearing surface.
Excavation and dewatering shall be accomplished by methods which preserve the undisturbed state
of subgrade soils. Subgrode soils which become soft, loose or otherwise unsatisfactory for support
Of structures as a result of inadequate or improper excavation, dewatering or other construction
methods, shall be removed and replaced with structural fill or crushed stone as required by the
designer at the Contractors expense.
Before filling against walls, the permanent structures must be completely and sufficiently aged to
attain strength to resist fill pressures without damage. Place no stones over 4 inches in diameter
closer than 18 inches to wall surfaces.
All fill within the area of the proposed structure shall be placed and compacted under continuous
monitoring by the Soil Engineer. Place crushed stone in uniform lifts not exceeding 6 inches
(compacted thickness) and compact with minimum of 4 passes of a vibrartory plate type compactor.
Place gravel fill in uniform lifts not exceeding 6 inches (compacted thickness) and compact to q5
percent of maximum dry Proctor density.
Place ordinary fill in uniform lifts not exceeding 6 inches (compacted thickness) and compact to 012
percent of its maximum dry Proctor density.
Footings 4 Foundation Walls: All Footings and Foundation Walls have been calculated for ideal soil conditions.
If any adverse conditions are found, the footings and/or wails are to be increased and/or reinforced.
fc = 4,000 psi, Air content = 4% 6% max. Max. sump= G", WIC = .45
Engineered Lumber: All Engineered lumber (both beams and their support) used in the construction of this
project are to be designed and verified by engineer or supplier. All calculations and/or shop drawings
are to be submitted to the building dept. for approval
Anchor bolts: 5/8" Dia. x 12" a.b. min. 8" embedment 48" o.c. (Provide bolts at 6" from ends/joints and min. 2 per plate.
Install w/3"x 3"x 1/4" washers
Sills: 2x6 P.T. with "1" ludsill" protection.
Crawl Space Slab Floor: 2 concrete floor over 12" min. gravel base with poly vapor barrier if contractor
sees fit.
Insulation:
Exterior walls to be R -21 expandable foam insulation
Ceiling R-441 expandable foam insulation
Floor R-30 butt. insulation
Roofing: Kiln dried Western Doug -Fir 2AO or as specified on the cross sections."GDX Fir plywood,
150 Felt with Ice/ Water barrier - 36".
Electrical: Layout as Shown.
All electrical boxes to have foam gaskets. All required studs to have Nail Stopper installed.
Windows: Specified on the plan are Harvey Tribute vinyl double hung windows.
Doors: Exterior and interior door mfg. as owner specs.
Floor: Finish floor as owner specs. 5ubflOOr to be 3/4" T4G glued and screwed to floor joists. 12" O.G. field / G" edge 8d
Smoke Detectors: To be photoelectric, hard wired, by FIREX, Model # 4480
Carbon Monixide detectors to be installed per code.
Siding: As specified by Builder/Owner.
Floor Framing: Spruce Pine Fir 02
Floor Sheathing: Span Raring 48/2 ; 3/4" plywood ; Attachment w/8d at G" o c. edge nailing and 8d at 12" o.c. field.
Roof Sheathing: Span Raring 32/16 ; 1/2" plywood ; Attachment w/8d common 4" o.c. edge nailing and Sd at G" o.c. field.
✓INYL SIDING TO
MATCH EXIST.
1 1/2" INSUL. ZIP PANELS (R-6)
FLASHING
REINF. GONG. SLAB
4ATERPROOF
ME115RANE
_55 STEEL OR
'_ED ANCHORS
ANCHOR BEAM TO EA. FLOOR J015T
WISIMP50N PI TIES (TYP)
(5) 2x8 BEAM (P.T)-
ANCHOR BEAM TO GONG. -
W/51MP50N P5566
10 CONC. FILLED BIGFOOT -
SONOTUBE
a 48" DEEP MIN.
Collar tie attachement shall
consist of (8) 10d nails each
end or (3) timberloks each end
2x10 0 16" O.G. -
SIMPSON PI
TIES (TYP)
"TYVEK" OR EQUAL
HOU5EWRAP
SIDING TO MATCH
EXIST.
1/2" PLY5.
HOLD DOWN/TENSION —�
DEVICE 62TY. - 3 MIN) \
P.T. 2x8 ® 16" O.G.
I GRADE
ELECTS ICAL
LIGWT
LEGEND
®p
CARBON MONOXIDE DETECTORII
s p
''-SMOKE DETECTOR
RECESSED LIGHT
VP
WEAT DETECTOR
VANITY LIGWT
SINGLE PMZ SWITCW
FLUORESCENT FIXTURES
TWREE WAY SWATGW
FAN/UGWT
+4
FOUR WAY SWITGW
®
EXHAU5T FAN
0
�D
PLUG 'STD."
�-0
CEILING FAX / LWPWT
8
PLUG 'SPECIAL PURPOSE'
®
PLUG "STD.' (FLOM
WALL SCONCE LIGHT
4:37
FLOOD Lk414T
FOR
(SEE ELEVATIONS FO
CHANDELIER
LOCATIONW
PENDANT Lk�ITING
Q
EXPANDING FOAM INSULATION
R-401 INSUL. (TYP) CEILING
CONT. RIDGE VENT
2xl2 RIDGE
12
O
VM1F SON W028-5058
Wf1/8" 4) ANC 4OR p
MIN. 4 1/2" WD. MEMBER
(TYP. OF 4)
1
O
i
0
5"FsoN WDQ8-50S3 O
Wr"I/8' @ ANCWOR '
MIN... 4142. WD. 11B in
(TYP. OF 4)
At ridge, install (1) 6-8" Timberlok through
overbuilt 2x6 rafter framing into lower 2x10 rafter
ASPHALT 5H I NGLE ROOFING
2x10 ® 16" O.G.
1/2 PLYS. with Simpson 2x6 ® 16" O.G. 2x6 16 O.G. p n H2.5 at eave
12 connecting rafter to header
14 SNOW AND ICE
�— 2x6 0 16" O.G. 6� -
12
SUN FORIOW
�-- 1/2" GYPSUM 2x4 ® 16" O.C.-
BOARD CRIPPLE WALL
p 51MP50N HI TIES (TYP)_/
I
O
EXPANDING FOAM IN51LATION
R-21 IN5UL. (TYP) WA 1-5 o�D
2x4 0 16"O.C. FIN. FLOOR AS
OWNER SPECS.
3/4" T $ G
R-50 BATT. INSUL.
2x10 0 12" O.C.
(2) 2xG P.T. SILL —
5/8" DIA. x 12" A.B.
3"x3"x 1/4" PLATE
WASHERS
2" GONG. DUST GAP
WIG MIL. POLY. VAPOR BARRIER
SECTION #1 1/411= 11.011
O
0
VINYL-'
BEAD BD.
PVC —<
TRIM (PT)
wo
■
26'-6"
41_1111 4' �j" , 4'-10"
1 56' WI RAILING
STYLE 15Y OWNER
A.2
2'-q" 1 2'
6" STEP
U
6.
"I" STEP
4x4 P.T. COLUMNS
ANCHOR POSTS WITH
POST BASE - 51M1=5ON ABU44 W / V2" 0 WOOKED ANCHOR
POST CAP - 51MPSON P044
PVC COL. WRAP
jig
000
FO
iG I TGHEN
FAMILY ROOM
BARRIER
ALUMINUM DRIP
EDGE
GUTTERS AND
DOWNSPOUTS
�-- CONT. 2" 5OFFET
VENTING ( SCREEN)
(2) 1 3/4 x q 1/2 LVL
POST GAP - SIMPSON PC44
4x4 P.T. COLUMNS
EXIST. FIN. FL.
ELEV. = 100'-O"
( ASSUMED DATUM)
4" GONG.
6x6 010/10 WWM
1ST FLOOR OIL
ELEV. = qq'-6"
�--- POST BASE - 51MP50N
ABU44 W/ 1/2" (P HOOKED ANCHOR
GRADE
12" MIN. TAMPED GRAVEL BASE
REINF. GONG. WALL / FTC.
COVERED
ENTRY
GL.
GL.
BEDROOM #1
LNDRY. GL.
STG.
BEDROOM #2
FL- 00R LAB
SECTIONS- N
DETAIL
SElRVICES,
LLC
(413) 283-6818
DRAWN
M.EB.
CHECKED
M.EB.
DATE
8-11-2022
SCALE
A5 SHOWN
JOB NO.
SHEET
0