HomeMy WebLinkAbout46.47 - Foundation Plan and General NotesGround Snow Load - Yarmouth
30 PSF
goof Dead Load
10 PSF
Total Roof Load
40 PSF
Deck Live Load
40 PSF
)Jerk Dead Load
10 PSF
Total Deck Floor Load
50 PSF
Deck 5 30" Above Finish Grade:
Guards Not Required
Porch Live Load
40 PSF
Porch Load
10 PSF
Total Porch Floor Load
50 PSF
Structural Lumber:
Floor,loists and Roof Beams
Fiber Stress ?
1,100 PSI
Modulus of Elasticity >_
1,100,000 PSI
Floor Beams:
Parallam Plus 2.0E PSL
All Lumber Exposed to Weather to be Pressure Treated
All structural connectors as manufactured by Simpson Strong -Tie Co. and
to be manufactured from Type 316L
stainless steel including nails and
bolts - rated for high level of corrosion
resistance.
Weathering Potential - Porches:
Severe
Use:
3,500 PSI Concrete
Assumed Soil Bearing Capacity
3,000 PSI
Basic Wind Speed - Yarmouth
110 MPH
Wind Borne Debris Region
Yes
Mean Roof Height
16'-011±
Roof Angle
37°
Wind Exposure Category
B
Height and Exposure Coefficient
1.00
All Deck and Porch Floor Boards to be
1" x 5Y2" AZEK Deck installed per
Manufacturer's instructions. Stair treads to be 1" x 336".
All trim including screen frames trim,
stops, corner boards, fascias and
rakes shall be sized as on drawings and be manufactured by AZEK Build-
ing Products or as directed by Owner.
All colors to be selected by Owner.
All fasteners shall be color matched to trim or deck and be rated for salt
water coastal application.
0
301-21
' - t Dll I l Z l � Il' -• � ---- � 1 ` Qq -.�� __..� t -�1\ ------- i. I Ul - GII
37L SII
I
u
GC-el,v-erL Mof c.: r I -D. cH F. -A< /D -Li.
.
Additions and Alterations to the Home of
SCALE;
Rob Deburro V27
RO ASSOCIATES ARCHITECTS = h N0.4702 U � 2:3
pATAiPORY, !{SAGS. -
viewTerrace, Marstons Mills, MA 026486 Dauphine Drive, Yarmouthport, Massachusetts.ax: 508-419-1217
APPROVED BY:
Zpl!
0
In
DRAWN BY
REVISED
DRAWING NUME
1 Oofj
