HomeMy WebLinkAbout8003Ccr�NERAL CONTRACTOR5 NOTE5
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 (00 NOT
SECOND GUE55 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 lay out 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 backhoe 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 subgrode soils. Subgrade 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 IS 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
and compact h minimum of 4 pos5e5 of a vibrartory plate type compactor.
Placegravel fill in uniform lifts not exceeding 6 inches Compac e
percent of maximum dry Proctor density.
Place ordinary fill in uniform lifts not exceeding 6 inches (compacted thickness) and compact to q2
percent of its maximum dry Proctor density.
Footings 8 Foundation Walls: All Footings and Foundation Walls have been calculated for ideal soil conditions.
If any adverse conditions are found, the footings and/or walls are to be increased and/or reinforced.
fc = 4,000 psi, Air content = 4% - 6% max. Max. sump= 6", 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" ab. min. 8" embedment 6'O" o.c. (Provide bolts at G" from ends/joints and min. 2 per plate.
Install w/3"x 3"x 1/4" washers
Sills: 2x6 P.T. with "Mudsill" 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-411 expandable foam insulation
Floor R-50 batt. insulation
Roofing: Kiln dried Western Doug -Fir 2x1O or as specified on the cross sections."COX Fir plywood,
150 Felt with Ice/ Water barrier.
Electrical: Layout as shown.
All electrical boxes to have foam gaskets.
Windows: Specified on the plan are Safe Harbor Atrium windows.
Doors: Exterior and interior door mfg. as &1kgiFVerds51ud5 to have Nail Stopper installed.
Floor: Finish floor as owner specs. Subfloor to be 3/4" T#G glued and screwed to floor joists
Smoke Detectors: To be photoelectric, hard wired, by FIRER, Model a 4480
Carbon Monixide detectors to be installed per code.
Siding: As specified by Builder/Owner.
Floor Froming: Spruce Pine Fir #2
Floor Sheathing: Span Raring 48/2 ; 3/4" plywood ; Attachment w/Sd at 6" o.c. edge nailing and Sd at 12" o.c. field.
Roof Sheathing: Span Raring 32/16 ; 1/2" plywood ; Attachment w/Sd common G" o.c. edge nailing and Sd at G" o.c. field.
LIGNT
RECESSED LIGNT
}
FAN/1-1044T
QD PLUG 115TD."
8 PLUG "SPECIAL PURPOSE"
sp SMOKE DETECTOR
SINGLE POLE SWITCH
$3 THREE WAY 5WITCN
O FAN/LIGI4T
E
O
s
1
q'-7" 1, q'-7"
Q I V --(S) 2x10 BEAM (P.T) J
O ANCHOR BEAM TO GONG
.0 W/SIMPSON PBSGG
® (TTP. OF 4)
x
(XI BIC -FOOT BF20 WAO" TUBE -
h 1 ® 48" DEEP MIN. (TYP. OF 4)
SMART VENT
12X32 ACCESS VENT
BY SPACE DOOR
SYSTEMS, INC. OR
APPROVED EQUAL
O � i
O OVER POLY.
N
O
O
SIMPSON HDa8-SDS5 -
Wn/8" A ANCHOR
MIN. 4 1/2" WD. f EMBER
(TYP. OF 4)
SIMPSON 141DQ8-SDSS O
Wn/8" 0 ANCHOR �
MIN. 4 1/2" WD. MEMBER
(TYP. OF 4)
ri
1
NIGH RAILING
LE BY OWNER
SUN I PORCH
6" STEP
I �
2442 1- X2442 ,
1 x T' sTEP
2'-1" 2'710" . 4'-0" 2'-5"
4x4 P.T. COLUMNS
ANCHOR POSTS WITH
POST BASE - SIMFWN A5U44 W / 1/2" A HOOKED ANCHOR
POST CAP - SIMPSON PC44
PVC COL. WRAP
111115PIZ-ol A -
E
1'-0"
K1T01,4EN
5ATH
FAMILY R001`1
L — J _sTo.
5. ■
OL.
COVERED
I -;
ENTRY -' 'su 'L!>>
AUG 10 2022
HEALTH DEPT
P.T. 4x4
SUPPORT
ZI �(2) 2x10
l
Q I V --(S) 2x10 BEAM (P.T) J
O ANCHOR BEAM TO GONG
.0 W/SIMPSON PBSGG
® (TTP. OF 4)
x
(XI BIC -FOOT BF20 WAO" TUBE -
h 1 ® 48" DEEP MIN. (TYP. OF 4)
SMART VENT
12X32 ACCESS VENT
BY SPACE DOOR
SYSTEMS, INC. OR
APPROVED EQUAL
O � i
O OVER POLY.
N
O
O
SIMPSON HDa8-SDS5 -
Wn/8" A ANCHOR
MIN. 4 1/2" WD. f EMBER
(TYP. OF 4)
SIMPSON 141DQ8-SDSS O
Wn/8" 0 ANCHOR �
MIN. 4 1/2" WD. MEMBER
(TYP. OF 4)
ri
1
NIGH RAILING
LE BY OWNER
SUN I PORCH
6" STEP
I �
2442 1- X2442 ,
1 x T' sTEP
2'-1" 2'710" . 4'-0" 2'-5"
4x4 P.T. COLUMNS
ANCHOR POSTS WITH
POST BASE - SIMFWN A5U44 W / 1/2" A HOOKED ANCHOR
POST CAP - SIMPSON PC44
PVC COL. WRAP
111115PIZ-ol A -
E
1'-0"
K1T01,4EN
5ATH
FAMILY R001`1
L — J _sTo.
5. ■
OL.
COVERED
I -;
ENTRY -' 'su 'L!>>
AUG 10 2022
HEALTH DEPT
FOUNDATION
PLAN AND
6EN. NOTES
PREPARED BY:
Set
CC)
d�
Cid
3
I
SER
LCES,
(413)283-6818