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Site Plan PROPERry LINE PLAN
AREA OF DISTURBANCE:
59,148/278,608=21"/.
FLOOR ELEVATION
MAIN LEVELT.O.PIY ARCH 100-0 =7412-0
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OENOTES COLUMN BELOW
DÊNOÌES COLUMN ABOVE OR TRANSFERED THIS LEVEL,
DENOTES CONTINUOUS COLUMN.
K.P. = KING POST
D-T- = DOUBLE TRIMMERS
PROVIDE ÊNOUGH STUOS 10 MAICH WDTH OF BEAM ABOVE,
ALL COLUMNS SHOWN ARE 2-2x6's UNLESS NoTEDAS FOLLOWS:
WOOD PAruUM, PSL STEEL
D€llen¡tlon Con6trucllon
Afach plw@d åtedgosw¡h lod nðlls at4'o,c. end et
lnlomdlåt€ suppoßUth 8d nalb at6" O.C. Pþvide¿
dbl.2x packouteteach wall gne U.N.o.
Typi€l 2x f6ming.
botom plå16 b dbl.bp pl*. S.e Gon6nl Not6s typ.
Pþvldê @nl. studs at 16' O.C. fofi
m Bøadngwall Typløl 2x6 fråmlng. Prcvlde å double top plate wilh sluds
at 16'O.C. Shealhlng vadss.
MULN9IY SEAM FÆft ilIÑG SCHEDUU
# PLY FASTENERS
2 (2) - Rows 16d Common Nails @ 12'O.C.
3 (3) - Rows 16d Common Nalls @ 12'O.C
4 (2) - Rows 1/2"ø bolß @ 2{ O.C.
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DESIGN NOES
1. Commerc¡al g¡ade Hemloct f[decklng (fb = 1,3@ psi & E = 1,4@,@0 pr¡l
2. No. 18rådeorbeterHemlock Flrbeams&columns (fb =1,050p5¡& E-1,300,@pl)
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JO8 NUMIER
20-520
DATE
U/11/20 Pe.m¡tSel
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