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Code, 2015 Edition (20/5
GENERAL NOTES..
/. Design ond construc
/nternationa/qs fo//ows:
-Roof Snow Lood : 40
-Roof DL - /5 psf
-Wind pressure bqsed on / /5
Ca
requirements of the
used in desígn are
C
ù
0{)
I
oz of
/500 psf. The sotls ore ossumed to be uniform ond non-exponsive. The
design wos bosed on simi/ar conditions of the surroundlng oreo, but the vo/ues
shol/ be vertfted by o site-spectftc sotls investrgatron by o geotechntcol engrneer
of time of construction. Foottngs sholl beor on undisturbed notive sotls o
minimum of J6" below odjocent finished grode.
J. Concrete sholl reoch o mtnímum compressive strength of 3OO0 psi in 28 doys.
All exterior s/obs ond wolls sholl have o minimum of 5% entrqtned air.
Reinforcing shqll be conformonce with ASTM A6/5, Grode 60. A// reinforcing
shol/ be secured in p/oce prior to concrete p/ocement.
4. l4/ood froming sha/l be connected ln occordance with lBC Conventtona/
Light-Frame Constructton standords unless noted otherwise. Moteríols shol/ be
as fo//ows:
-Rqfters, heoders, joists, studs: Ki/n-drted Hem Ftr, #2 Gra¿e or better
-Timber beqms and posts: Doug/as Flr - Larch, /7 grade.
Honger-type connections sholl be mode with Simpson Strong-Tie connectors
ond manufocturer-supplied fosteners or egual. Provtde fu// depth blocking of oll
supports for joists ond rafters. Provide Stmpson Hl or H2.5 clips of o/l
rafters at beoring locottons.
5. Al/ steel sholl be ASTM AJ6 for shapes ond p/ates, ond ASTM 453 Gr. B for
pipes. Anchor bo/ts shal/ be ASTM F/554 Grode J6. A// we/ds shal/ be mode
with E70XX electrode tn conformonce wtth AWS D/./.
6. Dimenstons are to edge of froming or concrete, un/ess noted otherwtse. A//
discreponcies sha/l be brought to the ottention of the Engrneer ond Owner príor
to construction.
7. lt is the responsibílity of the Controctor to coordinate construction wtth q//
equipment ond utìltttes, and verify sizes ond locotions before construction.
8. SfABLlry DUR|NG íRECT/ON: Froming is not stab/e unttl o// froming,
connectr'ons, floors, and roofs have been tnstolled ond connected in accordance
with these plons ond the 2009 /BC. lt ts the responsibility of the contractor
to provtde temporory brocing to stobtlíze froming untt/ the structure ts
complete.
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ABBREVIAT/ONS
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A.B,
AFF
ARCH
8.
BF
BLDG
BM
BRG
BW
c./.P.
CJ
CLR
CMU
CONC
CONT
(E)
EA
E.O.
Æ.s.
EXP
EXT
FD
AT
ANCHOR BOLT
ABOVE NN/SHED FLOOR
ARCH/TECT
BOTTOM OF
BOTTOM OF FOONNG
RU/LD/NG
BEAM
BEAR\NG
BOrTO/vl OF WALL
CAST lN PLACE
CONTROL JO|NT
CLEAR
CONCRETE MASONRY UN|T
CONCRETE
CONTlNUOUS
EXlSTlNG
EACH
EDGE OF
EACH SlDE
EXPANSION
EXTER/OR
FLOOR DRA.N
FDN
FF
FRP
FT
FTG
H.A.S,
HORIZ
HT
/NT
JT
MANUF
MAX
M/N
O,A,E,
o.c.
O,H,
PLY
PT
RE:
RElNF
R.O.
SF
SIM
FOUNDATlON
FlNlSHED FLOOR
FlBER RE\NFORCED PANEL
FOOT
FOOTlNG
HEADED ANCHOR STUD
//ORIZONTAL
HEAW T/MBER
/NTER/OR
JO/NT
MANUFACTURER
MAX|MUM
M/N/MUM
OR APPROVED EQUAL
ON CENTER
OVERHANG
PLYWOOD
PRESSURE TREATED
REFERENCE
RE.NFORCE
ROUGH OPEN.NG
SQUARE FEET
S/M/UR
.ro
.9S
STD
STL
T.
T&B
r.o.w.
TYP
u.N.o.
VERT
v.t.F.
SQUARE
STA.NLESS STEEL
STANDARD
CTTTJ
TOP OF
rOP AND BOTTOM
TOP OF WALL
ryP/CAL
UNL|SS NOTED OTHERWSE
VERTlCAL
VER|FY lN FIELD
SYMBOLS LEGEND
lÀ
+
æ
@
REWS|ON MARK
ELEVAT/ON I'IARK
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tr
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BEAM POCKET
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PLYWOOD/SUB STEP
MATER|ALS LEGEND
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CAST lN PUCE CONCRET|
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