HomeMy WebLinkAboutPLAN NOTES & DETAILS 2 - 16-00478-16-00482 - Campus Courtyard 2NO
T
A
L
L
S
Y
M
B
O
L
S
MA
Y
B
E
U
S
E
D
ST
R
U
C
T
U
R
A
L
L
E
G
E
N
D
NON- STRUCTURAL STUD WALL STUD WALL ABOVE
RO
O
F
M
O
U
N
T
E
D
E
Q
U
I
P
M
E
N
T
SP
O
T
E
L
E
V
A
T
I
O
N
SE
C
T
I
O
N
C
U
T
L
I
N
E
EL
E
V
A
T
I
O
N
C
A
L
L
O
U
T
EL
E
V
A
T
I
O
N
T.O
.
S
T
E
E
L
EL
E
V
:
1
'
-
0
"
95
'
-
0
"
T.
O
.
F
L
R
RM
E
XX
#1 S1
.
1
1 S1
.
1
CO
L
U
M
N
F
O
O
T
I
N
G
WA
L
L
F
O
O
T
I
N
G
CO
N
C
R
E
T
E
P
I
L
E
GR
A
D
E
B
E
A
M
WF
1
.
5
F2
.
0
GB
1
CP
1
ST
E
P
I
N
E
L
E
V
A
T
I
O
N
ST
E
P
CO
N
C
R
E
T
E
W
A
L
L
CO
N
C
R
E
T
E
M
O
M
E
N
T
F
R
A
M
E
CO
N
C
R
E
T
E
C
O
L
U
M
N
CO
N
C
R
E
T
E
B
E
A
M
ON
E
W
A
Y
C
O
N
C
R
E
T
E
S
L
A
B
TW
O
W
A
Y
C
O
N
C
R
E
T
E
S
L
A
B
CW
1
CC
1
CB
1
CM
F
1
MA
S
O
N
R
Y
W
A
L
L
MA
S
O
N
R
Y
L
I
N
T
E
L
MA
S
O
N
R
Y
P
I
L
A
S
T
E
R
MA
S
O
N
R
Y
J
A
M
B
MW
1
MJ
1
(
8
)
#
5
-
4
8
"
ML
1
MP
1
STEEL COLUMN (W, HSS)STEEL BEAM STEEL MOMENT CONNECTION STEEL DRAG CONNECTION STEEL DOUBLE ANGLE CONNECTION STEEL DIAGONAL BRACING STEEL BAR GRATING STEEL MOMENT FRAME CONCRETE OVER METAL DECK
C1
C
2
W1
2
X
2
6 MF1
PT
T
E
N
D
O
N
W
/
D
E
A
D
E
N
D
PT
T
E
N
D
O
N
S
T
R
E
S
S
E
D
A
T
B
O
T
H
E
N
D
S
1
6"
1
6"
STUD BEARING WALL WOOD BEAM OR HEADER STRAP AT OPENING HOLDOWN/ TIE DOWN WOOD DECKINGWOOD SHEATHINGWOOD POST HANGER LEDGERSTUD SHEAR WALL TD1
CS
1
61
A
(1'-0")P1 JOIST / TRUSS ARROW2X4
AT
1
2
"
O
.
C
.
OVERBUILD FRAMING, SEE TYPICAL DETAIL
HD
U
4
METAL DECK℄
GE
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
STANDARD ABBREVIATIONS CENTERLINE (E) EXISTING AB ANCHOR BOLT ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR ALT ALTERNATE ARCH ARCHITECTURAL ASD ALLOWABLE STRESS DESIGN BLDG BUILDING BLKG BLOCKING BN BOUNDARY NAILING OR FASTENERS BO BOTTOM OF BOT BOTTOM CLR CLEAR CMU CONCRETE MASONRY UNIT COL
C
O
L
U
M
N
CONC
C
O
N
C
R
E
T
E
CONT
C
O
N
T
I
N
U
O
U
S
DBA
D
E
F
O
R
M
E
D
B
A
R
A
N
C
H
O
R
DBL
D
O
U
B
L
E
DIA OR Ø
D
I
A
M
E
T
E
R
DIAG
D
I
A
G
O
N
A
L
DIM
D
I
M
E
N
S
I
O
N
DWG
D
R
A
W
I
N
G
EA
E
A
C
H
ELEV
E
L
E
V
A
T
I
O
N
EN
E
D
G
E
N
A
I
L
I
N
G
EQ
E
Q
U
A
L
EQUIP
E
Q
U
I
P
M
E
N
T
EW
E
A
C
H
W
A
Y
FDN
F
O
U
N
D
A
T
I
O
N
FF
F
I
N
I
S
H
F
L
O
O
R
FLR
F
L
O
O
R
FN
F
I
E
L
D
N
A
I
L
I
N
G
FT
F
O
O
T
FTG
F
O
O
T
I
N
G
GA
G
A
U
G
E
GALV
G
A
L
V
A
N
I
Z
E
D
GSN
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
GT
G
I
R
D
E
R
T
R
U
S
S
HI
H
I
G
H
HORIZ
H
O
R
I
Z
O
N
T
A
L
HSS
H
O
L
L
O
W
S
T
R
U
C
T
U
R
A
L
S
H
A
P
E
HT
H
E
I
G
H
T
K
K
I
P
(
1
,
0
0
0
L
B
S
)
KLF
K
I
P
S
P
E
R
L
I
N
E
A
R
F
O
O
T
KSF
K
I
P
S
P
E
R
S
Q
U
A
R
E
F
O
O
T
KSI
K
I
P
S
P
E
R
S
Q
U
A
R
E
I
N
C
H
LLH
L
O
N
G
L
E
G
H
O
R
I
Z
O
N
T
A
L
LLV
L
O
N
G
L
E
G
V
E
R
T
I
C
A
L
LO
L
O
W
LONG
L
O
N
G
I
T
U
D
I
N
A
L
LRFD
L
O
A
D
A
N
D
R
E
S
I
S
T
A
N
C
E
F
A
C
T
O
R
D
E
S
I
G
N
LT
L
I
G
H
T
MAX
M
A
X
I
M
U
M
MECH
M
E
C
H
A
N
I
C
A
L
MFD
M
A
N
U
F
A
C
T
U
R
E
D
MFR
M
A
N
U
F
A
C
T
U
R
E
R
MIN
M
I
N
I
M
U
M
MISC
M
I
S
C
E
L
L
A
N
E
O
U
S
NTS
N
O
T
T
O
S
C
A
L
E
O.C.
O
N
C
E
N
T
E
R
OPP
O
P
P
O
S
I
T
E
H
A
N
D
PL
P
L
A
T
E
PLF
P
O
U
N
D
S
P
E
R
L
I
N
E
A
R
F
O
O
T
PREFAB
P
R
E
F
A
B
R
I
C
A
T
I
O
N
PRELIM
P
R
E
L
I
M
I
N
A
R
Y
PSF
P
O
U
N
D
S
P
E
R
S
Q
U
A
R
E
F
O
O
T
PSI
P
O
U
N
D
S
P
E
R
S
Q
U
A
R
E
I
N
C
H
PT
P
R
E
S
S
U
R
E
T
R
E
A
T
E
D
REINF
R
E
I
N
F
O
R
C
I
N
G
REQ'D
R
E
Q
U
I
R
E
D
RME
R
O
O
F
M
O
U
N
T
E
D
E
Q
U
I
P
M
E
N
T
SCHED
S
C
H
E
D
U
L
E
SIM
S
I
M
I
L
A
R
SMS
S
H
E
E
T
M
E
T
A
L
S
C
R
E
W
SPEC
S
P
E
C
I
F
I
C
A
T
I
O
N
STD
S
T
A
N
D
A
R
D
T&B
T
O
P
A
N
D
B
O
T
T
O
M
T&G
T
O
U
N
G
E
A
N
D
G
R
O
O
V
E
T.O.
T
O
P
O
F
TRANS
T
R
A
N
S
V
E
R
S
E
TYP
T
Y
P
I
C
A
L
UNO
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
VERT
V
E
R
T
I
C
A
L
VIF
V
E
R
I
F
Y
I
N
F
I
E
L
D
W/
W
I
T
H
W/O
W
I
T
H
O
U
T
WT
W
E
I
G
H
T
WWF
W
E
L
D
E
D
W
I
R
E
F
A
B
R
I
C
GE
N
E
R
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
DR
A
W
I
N
G
S
TH
E
S
E
D
R
A
W
I
N
G
S
H
A
V
E
B
E
E
N
P
R
E
P
A
R
E
D
U
S
I
N
G
S
T
A
N
D
A
R
D
S
O
F
P
R
O
F
E
S
S
I
O
N
A
L
CA
R
E
A
N
D
C
O
M
P
L
E
T
E
N
E
S
S
N
O
R
M
A
L
L
Y
E
X
E
R
C
I
S
E
D
U
N
D
E
R
S
I
M
I
LA
R
C
I
R
C
U
M
S
T
A
N
C
E
S
BY
R
E
P
U
T
A
B
L
E
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
I
N
T
H
I
S
O
R
S
I
M
I
L
A
R
L
O
C
A
L
I
T
I
E
S
.
T
H
E
Y
NE
C
E
S
S
A
R
I
L
Y
A
S
S
U
M
E
T
H
A
T
T
H
E
W
O
R
K
D
E
P
I
C
T
E
D
W
I
L
L
B
E
P
ER
F
O
R
M
E
D
B
Y
A
N
EX
P
E
R
I
E
N
C
E
D
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
W
O
R
K
E
R
S
W
H
O
H
A
V
E
A
W
O
RK
I
N
G
K
N
O
W
L
E
D
G
E
OF
T
H
E
A
P
P
L
I
C
A
B
L
E
C
O
D
E
S
T
A
N
D
A
R
D
S
A
N
D
R
E
Q
U
I
R
E
M
E
N
T
S
A
ND
O
F
I
N
D
U
S
T
R
Y
AC
C
E
P
T
E
D
S
T
A
N
D
A
R
D
G
O
O
D
P
R
A
C
T
I
C
E
.
A
S
N
O
T
E
V
E
R
Y
C
O
N
D
I
TI
O
N
O
R
E
L
E
M
E
N
T
I
S
(O
R
C
A
N
B
E
)
E
X
P
L
I
C
I
T
L
Y
S
H
O
W
N
O
N
T
H
E
S
E
D
R
A
W
I
N
G
S
,
I
T
IS
U
N
D
E
R
S
T
O
O
D
T
H
A
T
T
H
E
CO
N
T
R
A
C
T
O
R
W
I
L
L
U
S
E
I
N
D
U
S
T
R
Y
A
C
C
E
P
T
E
D
S
T
A
N
D
A
R
D
G
O
O
D
P
R
A
C
T
I
C
E
F
O
R
A
L
L
MI
S
C
E
L
L
A
N
E
O
U
S
W
O
R
K
N
O
T
E
X
P
L
I
C
I
T
L
Y
S
H
O
W
N
.
MI
S
C
E
L
L
A
N
E
O
U
S
I
T
E
M
S
CA
L
C
U
L
A
T
I
O
N
A
N
D
D
E
S
I
G
N
O
F
M
I
S
C
E
L
L
A
N
E
O
U
S
N
O
N
-
S
T
R
U
C
T
U
RA
L
I
T
E
M
S
,
S
U
C
H
A
S
ST
A
I
R
S
,
R
A
I
L
I
N
G
S
,
N
O
N
-
S
T
R
U
C
T
U
R
A
L
W
A
L
L
S
A
N
D
P
R
E
F
A
B
R
I
CA
T
E
D
S
T
R
U
C
T
U
R
A
L
IT
E
M
S
,
S
U
C
H
A
S
F
L
O
O
R
A
N
D
R
O
O
F
T
R
U
S
S
E
S
,
A
R
E
N
O
T
I
N
C
L
UD
E
D
A
N
D
A
R
E
T
O
B
E
PR
O
V
I
D
E
D
B
Y
O
T
H
E
R
S
U
N
L
E
S
S
S
P
E
C
I
F
I
C
A
L
L
Y
N
O
T
E
D
O
N
T
H
E
SE
D
R
A
W
I
N
G
S
.
CO
N
S
T
R
U
C
T
I
O
N
M
E
A
N
S
A
N
D
M
E
T
H
O
D
S
TH
E
S
E
D
R
A
W
I
N
G
S
R
E
P
R
E
S
E
N
T
T
H
E
F
I
N
I
S
H
E
D
S
T
R
U
C
T
U
R
E
.
T
H
EY
D
O
N
O
T
I
N
D
I
C
A
T
E
TH
E
M
E
T
H
O
D
O
F
C
O
N
S
T
R
U
C
T
I
O
N
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
M
E
A
N
S
,
M
E
T
H
O
D
S
,
T
E
C
H
N
I
Q
U
E
S
,
S
E
Q
U
E
N
CE
S
A
N
D
PR
O
C
E
D
U
R
E
S
.
I
T
S
H
A
L
L
B
E
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
R
E
S
P
O
N
S
I
B
I
LI
T
Y
T
O
D
E
S
I
G
N
A
N
D
PR
O
V
I
D
E
A
D
E
Q
U
A
T
E
S
H
O
R
I
N
G
,
B
R
A
C
I
N
G
,
F
O
R
M
-
W
O
R
K
,
E
T
C
.
.
.
A
S
R
E
Q
U
I
R
E
D
F
O
R
T
H
E
PR
O
T
E
C
T
I
O
N
O
F
L
I
F
E
A
N
D
P
R
O
P
E
R
T
Y
(
I
N
C
L
U
D
I
N
G
U
T
I
L
I
T
I
E
S)
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
CO
N
S
T
R
U
C
T
I
O
N
M
A
T
E
R
I
A
L
S
S
H
A
L
L
B
E
P
L
A
C
E
D
O
N
T
H
E
S
T
R
U
C
TU
R
E
S
U
C
H
T
H
A
T
T
H
E
DE
S
I
G
N
L
O
A
D
S
A
R
E
N
O
T
E
X
C
E
E
D
E
D
.
DI
M
E
N
S
I
O
N
S
,
I
N
S
E
R
T
S
A
N
D
O
P
E
N
I
N
G
S
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
V
E
R
I
F
I
C
A
T
I
O
N
O
F
A
L
L
D
I
M
E
N
S
I
O
N
S
,
CO
N
D
I
T
I
O
N
S
,
A
N
D
E
L
E
V
A
T
I
O
N
S
W
I
T
H
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
NG
S
P
R
I
O
R
T
O
S
T
A
R
T
O
F
CO
N
S
T
R
U
C
T
I
O
N
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
I
N
F
O
R
M
T
H
E
A
R
C
H
I
TE
C
T
I
N
W
R
I
T
I
N
G
O
F
AN
Y
D
I
S
C
R
E
P
A
N
C
I
E
S
O
R
O
M
I
S
S
I
O
N
S
N
O
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S.
A
N
Y
S
U
C
H
DI
S
C
R
E
P
A
N
C
Y
,
O
M
I
S
S
I
O
N
,
O
R
V
A
R
I
A
T
I
O
N
N
O
T
R
E
P
O
R
T
E
D
B
E
FO
R
E
S
T
A
R
T
O
F
CO
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
B
E
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
TR
A
C
T
O
R
.
W
H
E
R
E
DI
S
C
R
E
P
E
N
C
I
E
S
O
C
C
U
R
I
N
T
H
E
S
E
D
R
A
W
I
N
G
S
,
N
O
T
E
S
A
N
D
D
E
TA
I
L
S
O
N
D
R
A
W
I
N
G
S
SH
A
L
L
T
A
K
E
P
R
E
C
E
D
E
N
C
E
O
V
E
R
G
E
N
E
R
A
L
S
T
U
C
T
U
R
A
L
N
O
T
E
S
AN
D
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
E
S
T
A
B
L
I
S
H
A
N
D
V
E
R
I
F
Y
A
L
L
O
P
E
N
I
N
G
S
AN
D
I
N
S
E
R
T
S
F
O
R
AR
C
H
I
T
E
C
T
U
R
A
L
,
M
E
C
H
A
N
I
C
A
L
,
P
L
U
M
B
I
N
G
,
A
N
D
E
L
E
C
T
R
I
C
A
L
W
I
T
H
A
P
P
R
O
P
R
I
A
T
E
TR
A
D
E
S
,
D
R
A
W
I
N
G
S
A
N
D
S
U
B
C
O
N
T
R
A
C
T
O
R
S
P
R
I
O
R
T
O
C
O
N
S
T
R
UC
T
I
O
N
.
ST
A
N
D
A
R
D
S
WH
E
R
E
R
E
F
E
R
E
N
C
E
I
S
M
A
D
E
T
O
V
A
R
I
O
U
S
T
E
S
T
S
T
A
N
D
A
R
D
S
F
OR
M
A
T
E
R
I
A
L
S
,
S
U
C
H
ST
A
N
D
A
R
D
S
S
H
A
L
L
B
E
T
H
E
E
D
I
T
I
O
N
R
E
F
E
R
E
N
C
E
D
I
N
T
H
E
G
O
VE
R
N
I
N
G
B
U
I
L
D
I
N
G
C
O
D
E
.
TY
P
I
C
A
L
D
E
T
A
I
L
S
A
N
D
N
O
T
E
S
TY
P
I
C
A
L
D
E
T
A
I
L
S
A
N
D
N
O
T
E
S
S
H
A
L
L
A
P
P
L
Y
,
T
H
O
U
G
H
N
O
T
N
EC
E
S
S
A
R
I
L
Y
I
N
D
I
C
A
T
E
D
AT
A
S
P
E
C
I
F
I
C
L
O
C
A
T
I
O
N
O
N
P
L
A
N
S
.
W
H
E
R
E
N
O
D
E
T
A
I
L
S
A
RE
S
H
O
W
N
,
C
O
N
S
T
R
U
C
T
I
O
N
SH
A
L
L
C
O
N
F
O
R
M
T
O
S
I
M
I
L
A
R
W
O
R
K
O
N
T
H
E
P
R
O
J
E
C
T
.
D
E
T
A
I
LS
M
A
Y
S
H
O
W
O
N
L
Y
O
N
E
SI
D
E
O
F
C
O
N
N
E
C
T
I
O
N
O
R
M
A
Y
O
M
I
T
I
N
F
O
R
M
A
T
I
O
N
F
O
R
C
L
A
R
IT
Y
.
SH
O
P
D
R
A
W
I
N
G
S
SH
O
P
D
R
A
W
I
N
G
S
S
H
A
L
L
B
E
S
U
B
M
I
T
T
E
D
F
O
R
A
L
L
S
T
R
U
C
T
U
R
A
L
I
T
E
M
S
.
S
H
O
P
DR
A
W
I
N
G
S
A
R
E
R
E
V
I
E
W
E
D
O
N
L
Y
F
O
R
G
E
N
E
R
E
A
L
C
O
M
P
L
I
A
N
C
E
WI
T
H
T
H
E
ST
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
R
E
V
I
E
W
D
O
E
S
N
O
T
I
N
D
I
C
A
T
E
T
H
A
T
TH
E
S
H
O
P
D
R
A
W
I
N
G
S
AR
E
C
O
R
R
E
C
T
O
R
C
O
M
P
L
E
T
E
.
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
F
O
R
C
O
R
R
E
C
T
NE
S
S
S
H
A
L
L
R
E
S
T
W
I
T
H
TH
E
C
O
N
T
R
A
C
T
O
R
.
A
N
Y
C
H
A
N
G
E
S
,
S
U
B
S
T
I
T
U
T
I
O
N
S
,
O
R
D
E
V
I
AT
I
O
N
S
F
R
O
M
C
O
N
T
R
A
C
T
DR
A
W
I
N
G
S
S
H
A
L
L
B
E
C
L
O
U
D
E
D
.
A
N
Y
O
F
T
H
E
A
F
O
R
E
M
E
N
T
I
O
N
E
D
S
H
A
L
L
N
O
T
B
E
CO
N
S
I
D
E
R
E
D
A
P
P
R
O
V
E
D
A
F
T
E
R
E
N
G
I
N
E
E
R
'
S
R
E
V
I
E
W
U
N
L
E
S
S
SP
E
C
I
F
I
C
A
L
L
Y
N
O
T
E
D
AC
C
O
R
D
I
N
G
L
Y
.
T
H
E
S
H
O
P
D
R
A
W
I
N
G
S
D
O
N
O
T
S
U
P
E
R
S
E
D
E
O
R
RE
P
L
A
C
E
T
H
E
O
R
I
G
I
N
A
L
CO
N
T
R
A
C
T
D
R
A
W
I
N
G
S
.
A
N
Y
E
N
G
I
N
E
E
R
I
N
G
P
R
O
V
I
D
E
D
B
Y
O
T
H
E
RS
A
N
D
S
U
B
M
I
T
T
E
D
FO
R
R
E
V
I
E
W
S
H
A
L
L
B
E
A
R
T
H
E
S
E
A
L
O
F
A
N
A
P
P
R
O
P
R
I
A
T
E
L
Y
RE
G
I
S
T
E
R
E
D
E
N
G
I
N
E
E
R
.
EN
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
S
H
A
L
L
N
O
T
B
E
R
E
S
P
O
N
S
I
B
LE
F
O
R
T
H
E
A
D
E
Q
U
A
C
Y
OF
E
N
G
I
N
E
E
R
I
N
G
D
E
S
I
G
N
S
P
E
R
F
O
R
M
E
D
B
Y
O
T
H
E
R
S
.
F
I
V
E
W
O
RK
I
N
G
D
A
Y
S
S
H
A
L
L
B
E
AL
L
O
W
E
D
F
O
R
T
H
E
E
N
G
I
N
E
E
R
'
S
R
E
V
I
E
W
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
A
C
O
P
Y
O
F
EA
C
H
S
U
B
M
I
T
T
A
L
F
O
R
E
N
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
R
E
C
OR
D
S
.
SH
O
P
D
R
A
W
I
N
G
S
S
H
A
L
L
R
E
F
E
R
E
N
C
E
D
A
T
E
A
N
D
D
E
L
T
A
(
I
F
A
N
Y)
O
F
C
O
N
T
R
A
C
T
DR
A
W
I
N
G
S
.
MO
L
D
MO
L
D
C
O
N
C
E
R
N
S
A
N
D
P
R
E
V
E
N
T
I
O
N
I
S
O
U
T
O
F
E
N
G
I
N
E
E
R
I
N
G
SY
S
T
E
M
S
O
L
U
T
I
O
N
S
SC
O
P
E
O
F
S
E
R
V
I
C
E
S
.
E
N
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
S
H
A
LL
B
E
H
E
L
D
H
A
R
M
L
E
S
S
,
TO
T
H
E
E
X
T
E
N
T
O
F
T
H
E
L
A
W
,
F
O
R
A
L
L
M
O
L
D
P
R
E
V
E
N
T
I
O
N
A
ND
M
O
L
D
R
E
L
A
T
E
D
CO
N
C
E
R
N
S
.
BA
S
I
S
F
O
R
D
E
S
I
G
N
DE
F
L
E
C
T
I
O
N
L
I
M
I
T
S
WO
O
D
F
L
O
O
R
E
L
E
M
E
N
T
S
:
T
R
U
S
S
E
S
A
N
D
J
O
I
S
T
S
TO
T
A
L
L
O
A
D
L/
3
6
0
LI
V
E
L
O
A
D
L/
4
8
0
ST
E
E
L
R
O
O
F
A
N
D
F
L
O
O
R
E
L
E
M
E
N
T
S
:
T
R
U
S
S
E
S
A
N
D
J
O
I
S
T
S
TO
T
A
L
L
O
A
D
L/
3
6
0
LI
V
E
L
O
A
D
L/
4
8
0
WO
O
D
R
O
O
F
E
L
E
M
E
N
T
S
:
T
R
U
S
S
E
S
A
N
D
J
O
I
S
T
S
TO
T
A
L
L
O
A
D
L/
2
4
0
LI
V
E
L
O
A
D
L/
3
6
0
SO
I
L
S
SO
I
L
B
E
A
R
I
N
G
P
R
E
S
S
U
R
E
(
D
+
L
+
L
r
)
15
0
0
P
S
F
LA
T
E
R
A
L
E
A
R
T
H
P
R
E
S
S
U
R
E
-
B
A
S
E
M
E
N
T
W
A
L
L
6
5
P
C
F
LA
T
E
R
A
L
E
A
R
T
H
P
R
E
S
S
U
R
E
-
C
A
N
T
I
L
E
V
E
R
E
D
R
E
T
A
I
N
I
N
G
W
A
L
L
4
5
P
C
F
PA
S
S
I
V
E
E
A
R
T
H
P
R
E
S
S
U
R
E
10
0
P
C
F
MI
N
I
M
U
M
F
R
O
S
T
C
O
V
E
R
36
I
N
C
H
E
S
BA
S
I
S
F
O
R
D
E
S
I
G
N
GO
V
E
R
N
I
N
G
B
U
I
L
D
I
N
G
C
O
D
E
20
1
2
I
B
C
GR
A
V
I
T
Y
RO
O
F
D
E
A
D
25
P
S
F
RO
O
F
S
N
O
W
35
P
S
F
FL
O
O
R
D
E
A
D
25
P
S
F
FL
O
O
R
L
I
V
E
40
P
S
F
EG
R
E
S
S
L
I
V
E
10
0
P
S
F
*L
I
V
E
L
O
A
D
S
R
E
D
U
C
E
D
A
S
P
E
R
M
I
T
T
E
D
B
Y
B
U
I
L
D
I
N
G
C
O
D
E
RI
S
K
C
A
T
E
G
O
R
Y
RI
S
K
C
A
T
E
G
O
R
Y
II
SN
O
W
Pg
50
P
S
F
Pf
35
P
S
F
Ct
1.0
Ce
1.0
I
1.0
*D
R
I
F
T
A
N
D
U
N
B
A
L
A
N
C
E
D
L
O
A
D
S
P
E
R
B
U
I
L
D
I
N
G
C
O
D
E
SE
I
S
M
I
C
AN
A
L
Y
S
I
S
P
R
O
C
E
D
U
R
E
EQ
U
I
V
A
L
E
N
T
LA
T
E
R
A
L
-
F
O
R
C
E
PR
O
C
E
D
U
R
E
SE
I
S
M
I
C
F
O
R
C
E
R
E
S
I
S
T
I
N
G
S
Y
S
T
E
M
WO
O
D
SH
E
A
R
W
A
L
L
S
PO
R
T
I
O
N
O
F
S
N
O
W
L
O
A
D
I
N
C
L
U
D
E
D
20
%
R
6.5
I
1.0
Ss
0.
4
4
0
S1
0.
1
5
6
SD
S
(
S
H
O
R
T
P
E
R
I
O
D
)
0.
4
2
5
SD
1
(
1
-
S
E
C
O
N
D
P
E
R
I
O
D
)
0.
2
2
6
SI
T
E
C
L
A
S
S
D
SE
I
S
M
I
C
D
E
S
I
G
N
C
A
T
E
G
O
R
Y
D
Cs
X.
X
X
X
WI
N
D
BA
S
I
C
W
I
N
D
S
P
E
E
D
11
5
M
P
H
EX
P
O
S
U
R
E
C
GC
p
i
±0
.
1
8
C&
C
Z
O
N
E
4
(
W
A
L
L
S
)
31
.
2
/
-
3
4
.
0
C&
C
Z
O
N
E
5
(
W
A
L
L
S
)
31
.
2
/
-
4
0
.
4
C&
C
N
E
T
U
P
L
I
F
T
(
R
O
O
F
)
3.
0
P
S
F
N O T F O R CONSTRUCTION PRELIMINARY CAMPUS COURTYARD II - BLDG A REXBURG, IDAHO PROJECT NO,DATE:DRAWN BY:PROJECT:REVISIONSSHEET TITLE:CHECKED BY:DRAWING NO.:JOB NUMBER:THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS AND SHALL NOT BE REPRODUCED IN ANY FORM W ITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED.COPYRIGHT 2013 ENGINEERING SYSTEM SOLUTIONS1677 EUREKA ROAD STE. #101 ROSEVILLE, CA 95661 PHONE: (916) 780-20303632 N RANCHO DRIVE LAS VEGAS, NV 89130 PHONE: (702) 616-31074943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 PHONE: (208) 552-9874ENGINEERING SYSTEM SOLUTIONS STRUCTURAL • MEP • BUILDING COMMISSIONING www.es2eng.com BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS S0.104/21/2016 SWY SDG16.2012 16.2012GENERAL STRUCTURAL NOTES
FO
U
N
D
A
T
I
O
N
AL
L
O
W
A
B
L
E
B
E
A
R
I
N
G
P
R
E
S
S
U
R
E
AC
C
O
R
D
I
N
G
T
O
T
H
E
R
E
F
E
R
E
N
C
E
D
B
U
I
L
D
I
N
G
C
O
D
E
GE
O
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
EN
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
R
E
C
O
M
M
E
N
D
S
T
H
A
T
A
G
E
O
T
EC
H
N
I
C
A
L
R
E
P
O
R
T
B
E
CO
M
P
L
E
T
E
D
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
I
N
T
H
E
E
V
E
N
T
T
H
A
T
A
G
E
O
T
E
C
H
N
I
C
A
L
RE
P
O
R
T
I
S
N
O
T
P
R
O
V
I
D
E
D
,
E
N
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
A
S
S
U
M
E
S
N
O
L
I
A
B
I
L
I
T
Y
FO
R
T
H
E
E
N
G
I
N
E
E
R
I
N
G
E
X
P
E
R
T
I
S
E
N
O
R
M
A
L
L
Y
P
R
O
V
I
D
E
D
B
Y
A
R
E
P
U
T
A
B
L
E
GE
O
T
E
C
H
N
I
C
A
L
E
N
G
I
N
E
E
R
.
EN
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
A
S
S
U
M
E
S
N
O
L
I
A
B
I
L
I
T
Y
F
OR
G
R
O
U
N
D
W
A
T
E
R
O
R
OT
H
E
R
M
E
A
N
S
O
F
F
L
O
O
D
I
N
G
.
FO
U
N
D
A
T
I
O
N
P
R
E
P
A
R
A
T
I
O
N
AS
A
M
I
N
I
M
U
M
T
H
E
E
X
I
S
T
I
N
G
S
U
B
B
A
S
E
S
H
A
L
L
B
E
F
R
E
E
O
F
CO
B
B
L
E
S
L
A
R
G
E
R
T
H
A
N
1
2
"
IN
D
I
A
M
E
T
E
R
A
N
D
S
I
L
T
O
R
C
L
A
Y
D
E
P
O
S
I
T
S
.
EX
I
S
T
I
N
G
S
U
B
B
A
S
E
S
H
A
L
L
B
E
S
C
A
R
I
F
I
E
D
F
O
R
1
2
"
D
E
P
T
H
A
ND
C
O
M
P
A
C
T
E
D
(
9
5
%
D
R
Y
DE
N
S
I
T
Y
)
,
A
N
D
8
"
O
F
W
E
L
L
-
G
R
A
D
E
D
3
"
M
I
N
U
S
G
R
A
N
U
L
A
R
M
AT
E
R
I
A
L
B
E
P
L
A
C
E
D
O
N
EX
I
S
T
I
N
G
C
O
M
P
A
C
T
E
D
S
U
B
B
A
S
E
A
N
D
C
O
M
P
A
C
T
E
D
(
9
5
%
D
R
Y
D
EN
S
I
T
Y
)
.
FO
O
T
I
N
G
E
M
B
E
D
M
E
N
T
AL
L
F
O
O
T
I
N
G
S
S
H
A
L
L
E
X
T
E
N
D
B
E
L
O
W
G
R
A
D
E
T
H
E
M
I
N
I
M
U
M
E
MB
E
D
M
E
N
T
D
E
P
T
H
A
S
NO
T
E
D
O
N
T
H
E
F
O
U
N
D
A
T
I
O
N
P
L
A
N
.
GR
A
D
E
I
S
D
E
F
I
N
E
D
A
S
F
O
L
L
O
W
S
TH
E
L
O
W
E
S
T
O
F
T
H
E
F
O
L
L
O
W
I
N
G
(
B
E
F
O
R
E
L
A
N
D
S
C
A
P
I
N
G
)
:
•
B
U
I
L
D
I
N
G
P
A
D
S
U
B
G
R
A
D
E
•
L
O
W
E
S
T
S
U
R
R
O
U
N
D
I
N
G
S
O
I
L
G
R
A
D
E
W
I
T
H
I
N
5
'
-
0
"
O
F
B
U
I
LD
I
N
G
SL
A
B
O
N
G
R
A
D
E
SU
P
P
O
R
T
O
N
6
"
L
A
Y
E
R
O
F
3
"
M
I
N
U
S
M
A
T
E
R
I
A
L
C
O
M
P
A
C
T
E
D
TO
9
5
%
D
R
Y
D
E
N
S
I
T
Y
.
FO
L
L
O
W
A
C
I
3
0
2
.
1
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
F
O
R
P
L
A
C
I
N
G
C
O
N
C
R
E
TE
,
C
U
R
I
N
G
,
A
N
D
QU
A
L
I
T
Y
C
O
N
T
R
O
L
.
BA
C
K
F
I
L
L
BA
C
K
F
I
L
L
S
H
A
L
L
N
O
T
B
E
P
L
A
C
E
D
A
G
A
I
N
S
T
E
X
T
E
R
I
O
R
W
A
L
L
S
U
N
T
I
L
T
H
E
I
N
T
E
R
I
O
R
FL
O
O
R
S
Y
S
T
E
M
C
A
N
A
D
E
Q
U
A
T
E
L
Y
B
R
A
C
E
T
H
E
W
A
L
L
.
BA
C
K
F
I
L
L
A
N
D
R
E
C
O
M
P
A
C
T
A
L
L
T
R
E
N
C
H
E
S
.
(
M
I
N
9
0
%
D
R
Y
D
EN
S
I
T
Y
)
DR
A
I
N
A
G
E
PR
O
V
I
D
E
A
D
E
Q
U
A
T
E
D
R
A
I
N
A
G
E
A
W
A
Y
F
R
O
M
T
H
E
S
T
R
U
C
T
U
R
E
.
RE
I
N
F
O
R
C
I
N
G
S
T
E
E
L
PL
A
C
E
A
N
D
D
E
T
A
I
L
AL
L
B
A
R
S
S
H
A
L
L
B
E
D
E
T
A
I
L
E
D
A
N
D
P
L
A
C
E
D
P
E
R
C
R
S
I
S
P
E
C
IF
I
C
A
T
I
O
N
S
A
N
D
HA
N
D
B
O
O
K
.
D
O
W
E
L
A
L
L
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
T
O
F
O
U
N
D
A
T
IO
N
.
S
E
C
U
R
E
L
Y
T
I
E
A
L
L
BA
R
S
I
N
L
O
C
A
T
I
O
N
B
E
F
O
R
E
P
L
A
C
I
N
G
C
O
N
C
R
E
T
E
.
RE
I
N
F
O
R
C
I
N
G
S
T
E
E
L
RE
I
N
F
O
R
C
I
N
G
B
A
R
S
S
H
A
L
L
B
E
D
E
F
O
R
M
E
D
,
E
X
C
E
P
T
A
S
N
O
T
E
D
I
N
A
C
I
3
0
1
.
US
E
O
F
E
P
O
X
Y
-
C
O
A
T
E
D
B
A
R
S
I
S
N
O
T
P
E
R
M
I
T
T
E
D
.
GR
A
D
E
AL
L
W
E
L
D
E
D
B
A
R
S
S
H
A
L
L
B
E
G
R
A
D
E
6
0
,
R
E
F
E
R
T
O
A
S
T
M
S
T
AN
D
A
R
D
A
7
0
6
.
#4
B
A
R
S
O
R
L
A
R
G
E
R
S
H
A
L
L
B
E
G
R
A
D
E
6
0
,
R
E
F
E
R
T
O
A
S
T
M
ST
A
N
D
A
R
D
A
6
1
5
.
#3
B
A
R
S
O
R
S
M
A
L
L
E
R
S
H
A
L
L
B
E
G
R
A
D
E
4
0
,
R
E
F
E
R
T
O
A
S
T
M
S
T
A
N
D
A
R
D
A
6
1
5
.
SM
O
O
T
H
W
W
R
S
H
A
L
L
B
E
G
R
A
D
E
6
5
,
R
E
F
E
R
T
O
A
S
T
M
A
1
0
6
4
.
DE
F
O
R
M
E
D
W
W
R
S
H
A
L
L
B
E
G
R
A
D
E
8
0
,
R
E
F
E
R
T
O
A
S
T
M
A
1
0
6
4
.
GR
A
D
E
8
0
D
E
F
O
R
M
E
D
W
W
R
M
A
Y
B
E
U
S
E
D
A
S
A
N
A
L
T
E
R
N
A
T
E
T
O
R
E
B
A
R
.
W
H
E
R
E
#
3
BA
R
I
S
S
P
E
C
I
F
I
E
D
U
S
E
D
8
.
3
W
I
R
E
S
.
W
H
E
R
E
#
4
B
A
R
I
S
S
PE
C
I
F
I
E
D
U
S
E
D
1
5
W
I
R
E
S
.
WH
E
R
E
#
5
B
A
R
I
S
S
P
E
C
I
F
I
E
D
U
S
E
D
2
3
W
I
R
E
S
.
W
H
E
R
E
#
6
BA
R
I
S
S
P
E
C
I
F
I
E
D
U
S
E
D
2
3
WI
R
E
S
A
T
2
/
3
S
P
E
C
I
F
I
E
D
B
A
R
S
P
A
C
I
N
G
.
S
E
E
"
L
A
P
L
E
N
G
T
H
S
C
H
E
D
U
L
E
"
F
O
R
L
A
P
SP
L
I
C
I
N
G
.
CL
E
A
R
C
O
V
E
R
AL
L
D
I
M
E
N
S
I
O
N
S
N
O
T
N
O
T
E
D
A
S
"
C
L
R
"
A
R
E
T
O
T
H
E
C
E
N
T
E
R
O
F
T
H
E
B
A
R
.
FO
R
C
L
E
A
R
C
O
V
E
R
R
E
Q
U
I
R
E
M
E
N
T
S
R
E
F
E
R
T
O
T
Y
P
I
C
A
L
D
E
T
A
I
L
"
M
I
N
I
M
U
M
C
O
V
E
R
F
O
R
NO
N
-
P
R
E
S
T
R
E
S
S
E
D
S
T
E
E
L
"
.
RE
I
N
F
O
R
C
E
M
E
N
T
S
U
P
P
O
R
T
S
RE
I
N
F
O
R
C
E
M
E
N
T
S
U
P
P
O
R
T
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
T
O
M
A
I
N
T
A
I
N
C
L
E
A
R
D
I
M
E
N
S
I
O
N
S
SH
O
W
N
O
N
P
L
A
N
S
A
N
D
S
H
A
L
L
C
O
N
F
O
R
M
T
O
O
N
E
O
F
T
H
E
F
O
L
L
OW
I
N
G
S
U
P
P
O
R
T
TY
P
E
S
:
W
I
R
E
,
C
O
A
T
E
D
W
I
R
E
,
P
R
E
C
A
S
T
C
O
N
C
R
E
T
E
,
P
L
A
S
T
I
C
.
RE
I
N
F
O
R
C
E
M
E
N
T
S
U
P
P
O
R
T
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
A
C
I
3
0
1
.
LA
P
S
P
L
I
C
I
N
G
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
T
A
C
K
W
E
L
D
I
N
G
O
F
R
E
I
N
F
O
R
C
I
N
G
BA
R
S
N
O
T
A
L
L
O
W
E
D
.
FO
R
L
A
P
L
E
N
G
T
H
R
E
Q
U
I
R
E
M
E
N
T
S
R
E
F
E
R
T
O
T
Y
P
I
C
A
L
D
E
T
A
I
L
"
L
A
P
L
E
N
G
T
H
SC
H
E
D
U
L
E
"
.
ME
C
H
A
N
I
C
A
L
S
P
L
I
C
E
C
O
U
P
L
E
R
S
ME
C
H
A
N
I
C
A
L
S
P
L
I
C
E
C
O
U
P
L
E
R
S
S
H
A
L
L
H
A
V
E
C
U
R
R
E
N
T
I
C
C
-
E
S
A
P
P
R
O
V
A
L
A
N
D
S
H
A
L
L
BE
C
A
P
A
B
L
E
O
F
D
E
V
E
L
O
P
I
N
G
1
2
5
%
O
F
T
H
E
S
T
R
E
N
G
T
H
O
F
T
H
E
B
A
R
.
WE
L
D
I
N
G
WE
L
D
I
N
G
O
F
R
E
I
N
F
O
R
C
I
N
G
B
A
R
S
,
M
E
T
A
L
I
N
S
E
R
T
S
,
A
N
D
C
O
N
NE
C
T
I
O
N
S
S
H
A
L
L
CO
N
F
O
R
M
T
O
A
W
S
D
1
.
4
.
BE
N
D
I
N
G
BE
N
D
I
N
G
S
H
A
L
L
B
E
M
A
D
E
O
N
L
Y
A
T
L
O
C
A
T
I
O
N
S
S
H
O
W
N
O
N
P
L
AN
S
O
R
D
E
T
A
I
L
S
.
A
L
L
RE
I
N
F
O
R
C
I
N
G
S
H
A
L
L
B
E
B
E
N
T
C
O
L
D
.
B
A
R
S
S
H
A
L
L
N
O
T
B
E
U
NB
E
N
T
A
N
D
R
E
B
E
N
T
.
#
5
BA
R
A
N
D
S
M
A
L
L
E
R
M
A
Y
B
E
C
O
L
D
F
I
E
L
D
B
E
N
T
.
#
6
B
A
R
A
N
D
LA
R
G
E
R
S
H
A
L
L
N
O
T
B
E
FI
E
L
D
B
E
N
T
W
I
T
H
O
U
T
P
R
I
O
R
A
P
P
R
O
V
A
L
F
R
O
M
E
N
G
I
N
E
E
R
.
CO
N
C
R
E
T
E
MA
T
E
R
I
A
L
MI
N
I
M
U
M
2
8
D
A
Y
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
F
O
R
S
L
A
B
O
N
G
R
A
DE
,
F
O
O
T
I
N
G
,
A
N
D
WA
L
L
S
I
S
4
5
0
0
P
S
I
(
D
E
S
I
G
N
E
D
F
O
R
2
5
0
0
)
.
CE
M
E
N
T
S
H
A
L
L
B
E
T
Y
P
E
I
I
.
MA
X
I
M
U
M
W
/
C
R
A
T
I
O
S
H
A
L
L
B
E
0
.
4
5
.
CO
N
C
R
E
T
E
S
L
U
M
P
S
H
A
L
L
B
E
4
I
N
C
H
E
S
.
AIR
E
N
T
R
A
I
N
M
E
N
T
S
H
A
L
L
B
E
1
.
5
%
F
O
R
A
L
L
C
O
N
C
R
E
T
E
N
O
T
EX
P
O
S
E
D
T
O
FR
E
E
Z
E
-
T
H
A
W
C
Y
C
L
E
S
.
A
I
R
E
N
T
R
A
I
N
M
E
N
T
S
H
A
L
L
B
E
4
-
6
%
F
OR
A
L
L
C
O
N
C
E
X
P
O
S
E
D
T
O
FR
E
E
Z
E
-
T
H
A
W
C
Y
C
L
E
S
.
AL
L
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
N
O
R
M
A
L
W
E
I
G
H
T
O
F
1
4
5
P
O
U
N
D
P
E
R
C
U
B
I
C
F
O
O
T
U
N
L
E
S
S
NO
T
E
D
O
T
H
E
R
W
I
S
E
,
U
S
I
N
G
H
A
R
D
R
O
C
K
A
G
G
R
E
G
A
T
E
S
C
O
N
F
O
R
M
IN
G
T
O
A
S
T
M
C
3
3
.
BA
T
C
H
I
N
G
,
M
I
X
I
N
G
,
A
N
D
T
R
A
N
S
P
O
R
T
I
N
G
BA
T
C
H
I
N
G
,
M
I
X
I
N
G
,
A
N
D
T
R
A
N
S
P
O
R
T
I
N
G
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
P
E
R
A
C
I
3
0
1
.
CO
N
C
R
E
T
E
M
I
X
E
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
B
Y
A
C
E
R
T
I
F
I
E
D
L
A
B
OR
A
T
O
R
Y
A
N
D
A
P
P
R
O
V
E
D
BY
T
H
E
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
.
PO
R
T
L
A
N
D
C
E
M
E
N
T
S
H
A
L
L
C
O
N
F
O
R
M
T
O
A
C
I
3
0
1
.
WA
T
E
R
S
H
A
L
L
N
O
T
B
E
A
D
D
E
D
A
T
T
H
E
J
O
B
S
I
T
E
S
U
C
H
T
H
A
T
TH
E
A
P
P
R
O
V
E
D
M
I
X
DE
S
I
G
N
W
/
C
R
A
T
I
O
I
S
E
X
C
E
E
D
E
D
.
FO
R
M
W
O
R
K
FO
R
M
W
O
R
K
S
H
A
L
L
B
E
P
E
R
A
C
I
3
0
1
.
PL
A
C
I
N
G
PL
A
C
I
N
G
O
F
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
P
E
R
A
C
I
3
0
1
.
PL
A
C
I
N
G
O
F
C
O
N
C
R
E
T
E
B
Y
M
E
A
N
S
O
F
P
U
M
P
I
N
G
S
H
A
L
L
B
E
P
E
R
A
C
I
3
0
1
.
WH
E
R
E
T
H
E
R
E
I
S
A
R
I
S
K
O
F
P
R
E
M
A
T
U
R
E
D
R
Y
I
N
G
,
S
U
C
H
A
S
IN
H
O
T
O
R
W
I
N
D
Y
WE
A
T
H
E
R
,
C
U
R
I
N
G
M
E
A
S
U
R
E
S
S
H
A
L
L
B
E
I
M
P
L
E
M
E
N
T
E
D
P
E
R
T
HE
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
OF
A
C
I
3
0
1
.
CO
N
S
O
L
I
D
A
T
I
O
N
CO
N
S
O
L
I
D
A
T
I
O
N
O
F
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
P
E
R
A
C
I
3
0
1
.
EM
B
E
D
D
E
D
I
T
E
M
S
EM
B
E
D
D
E
D
I
T
E
M
S
S
H
A
L
L
B
E
P
L
A
C
E
D
P
E
R
A
C
I
3
0
1
.
CO
N
D
U
I
T
S
A
N
D
P
I
P
E
S
S
H
A
L
L
N
O
T
B
E
E
M
B
E
D
D
E
D
I
N
S
T
R
U
C
T
U
RA
L
C
O
N
C
R
E
T
E
W
I
T
H
O
U
T
WR
I
T
T
E
N
A
P
P
R
O
V
A
L
F
R
O
M
T
H
E
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
.
EM
B
E
D
D
E
D
C
O
N
D
U
I
T
S
,
P
I
P
E
S
,
A
N
D
S
L
E
E
V
E
S
S
H
A
L
L
N
O
T
B
E
LA
R
G
E
R
I
N
D
I
A
M
E
T
E
R
TH
A
N
1
/
3
T
H
E
O
V
E
R
A
L
L
T
H
I
C
K
N
E
S
S
O
F
T
H
E
S
L
A
B
,
B
E
A
M
,
O
R
W
A
L
L
I
N
W
H
I
C
H
T
H
E
Y
A
R
E
EM
B
E
D
D
E
D
A
N
D
S
H
A
L
L
N
O
T
B
E
S
P
A
C
E
D
C
L
O
S
E
R
T
H
A
N
3
D
I
A
M
ET
E
R
S
O
R
E
L
E
M
E
N
T
WI
D
T
H
S
O
N
C
E
N
T
E
R
.
NO
A
L
U
M
I
N
U
M
E
M
B
E
D
S
S
H
A
L
L
B
E
I
N
D
I
R
E
C
T
C
O
N
T
A
C
T
W
I
T
H
CO
N
C
R
E
T
E
.
CO
L
D
W
E
A
T
H
E
R
C
O
N
C
R
E
T
I
N
G
WH
E
N
T
H
E
A
I
R
T
E
M
P
E
R
A
T
U
R
E
I
S
B
E
L
O
W
4
0
°
F
,
C
O
L
D
W
E
A
T
H
E
R
C
O
N
C
R
E
T
E
PR
O
C
E
D
U
R
E
S
S
H
A
L
L
B
E
U
S
E
D
P
E
R
A
C
I
3
0
1
.
A C
O
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
H
A
L
L
B
E
S
U
B
M
I
T
T
E
D
T
O
T
H
E
E
N
G
I
N
EE
R
D
E
T
A
I
L
I
N
G
T
H
E
PR
O
T
E
C
T
I
O
N
P
R
O
C
E
D
U
R
E
S
P
R
I
O
R
T
O
P
L
A
C
E
M
E
N
T
O
F
C
O
N
C
R
E
T
E.
HO
T
W
E
A
T
H
E
R
C
O
N
C
R
E
T
I
N
G
PR
I
O
R
T
O
C
O
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
,
T
O
P
3
I
N
C
H
E
S
O
F
S
U
B
-
B
A
SE
S
H
A
L
L
B
E
W
E
T
T
E
D
SU
F
F
I
C
I
E
N
T
L
Y
T
O
S
A
T
U
R
A
T
E
S
U
B
-
B
A
S
E
W
I
T
H
O
U
T
A
N
Y
S
T
A
N
D
IN
G
W
A
T
E
R
.
CO
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
T
E
M
P
E
R
A
T
U
R
E
M
A
Y
N
O
T
E
X
C
E
E
D
9
0
°
F
AH
R
E
N
H
E
I
T
W
H
E
N
ME
A
S
U
R
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
S
T
M
C
1
0
6
4
.
ST
E
E
L
F
O
R
M
S
A
N
D
R
E
I
N
F
O
R
C
E
M
E
N
T
S
H
A
L
L
B
E
C
O
O
L
E
D
P
R
I
O
R
T
O
C
O
N
C
R
E
T
E
PL
A
C
E
M
E
N
T
W
H
E
N
S
T
E
E
L
T
E
M
B
E
R
A
T
U
R
E
S
E
X
C
E
E
D
1
2
0
°
F
A
H
R
E
NH
E
I
T
.
MI
X
W
A
T
E
R
,
A
G
G
R
E
G
A
T
E
S
,
C
O
N
V
E
Y
I
N
G
A
N
D
P
L
A
C
I
N
G
E
Q
U
I
P
M
EN
T
O
R
A
N
Y
CO
M
B
I
N
A
T
I
O
N
O
F
T
H
E
A
B
O
V
E
S
H
A
L
L
B
E
C
O
O
L
E
D
I
F
N
E
C
E
S
S
A
RY
T
O
M
A
I
N
T
A
I
N
P
R
O
P
E
R
CO
N
C
R
E
T
E
P
L
A
C
I
N
G
T
E
M
P
E
R
A
T
U
R
E
.
SL
A
B
O
N
G
R
A
D
E
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
F
O
L
L
O
W
A
C
I
3
0
1
A
G
G
R
E
G
A
T
E
S
P
E
C
I
F
I
C
A
TI
O
N
I
N
C
L
U
D
I
N
G
#
8
A
N
D
#4
A
G
G
R
E
G
A
T
E
S
T
O
P
R
O
V
I
D
E
A
W
E
L
L
-
G
R
A
D
E
D
A
G
G
R
E
G
A
T
E
M
I
X.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
C
O
N
T
R
O
L
J
O
I
N
T
S
.
S
E
E
T
Y
P
I
C
A
L
C
O
N
T
R
O
L
J
O
I
N
T
I
N
CO
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
D
E
T
A
I
L
.
CO
N
C
R
E
T
E
O
V
E
R
S
T
E
E
L
D
E
C
K
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
F
O
L
L
O
W
A
C
I
3
0
1
A
G
G
R
E
G
A
T
E
S
P
E
C
I
F
I
C
A
TI
O
N
I
N
C
L
U
D
I
N
G
#
8
A
N
D
#4
A
G
G
R
E
G
A
T
E
S
T
O
P
R
O
V
I
D
E
A
W
E
L
L
-
G
R
A
D
E
D
A
G
G
R
E
G
A
T
E
M
I
X.
MI
N
I
M
U
M
R
E
I
N
F
O
R
C
I
N
G
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
O
N
P
L
A
N
S
S
H
A
L
L
B
E
6x
6
-
W
1
.
4
x
W
1
.
4
W
W
F
P
L
A
C
E
D
A
T
T
H
E
A
P
P
R
O
X
I
M
A
T
E
C
E
N
T
E
R
OF
T
H
E
C
O
N
C
R
E
T
E
D
E
P
T
H
OV
E
R
T
H
E
D
E
C
K
.
MA
S
O
N
R
Y
MA
S
O
N
R
Y
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
NE
T
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
O
F
T
H
E
O
V
E
R
A
L
L
M
A
S
O
N
R
Y
S
Y
S
TE
M
(
M
O
R
T
A
R
,
U
N
I
T
S
,
AN
D
G
R
O
U
T
)
S
H
A
L
L
B
E
f
'
m
=
1
,
5
0
0
P
S
I
(
T
E
S
T
E
D
B
Y
P
R
I
S
M
ME
T
H
O
D
)
.
HO
R
I
Z
O
N
T
A
L
R
E
I
N
F
O
R
C
I
N
G
PR
O
V
I
D
E
B
E
N
T
B
A
R
S
P
E
R
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
T
O
M
A
T
C
H
A
N
D
LA
P
H
O
R
I
Z
O
N
T
A
L
B
O
N
D
BE
A
M
R
E
I
N
F
O
R
C
I
N
G
A
T
C
O
R
N
E
R
S
A
N
D
W
A
L
L
I
N
T
E
R
S
E
C
T
I
O
N
S
TO
M
A
I
N
T
A
I
N
B
O
N
D
BE
A
M
C
O
N
T
I
N
U
I
T
Y
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
LI
N
T
E
L
S
MIN
I
M
U
M
L
I
N
T
E
L
S
H
A
L
L
H
A
V
E
(
2
)
#
5
C
O
N
T
I
N
U
O
U
S
B
A
R
S
(
B
OT
T
O
M
)
A
N
D
S
H
A
L
L
B
E
S
O
L
I
D
GR
O
U
T
E
D
4
8
"
D
E
E
P
.
AL
L
L
I
N
T
E
L
R
E
I
N
F
O
R
C
I
N
G
A
N
D
G
R
O
U
T
S
H
A
L
L
E
X
T
E
N
D
2
4
"
P
AS
T
J
A
M
B
S
U
N
L
E
S
S
N
O
T
E
D
OT
H
E
R
W
I
S
E
.
VE
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
PL
A
C
E
(
2
)
V
E
R
T
I
C
A
L
B
A
R
S
F
U
L
L
H
E
I
G
H
T
,
(
1
)
E
A
C
H
F
A
C
E
IN
C
E
L
L
,
A
T
W
A
L
L
IN
T
E
R
S
E
C
T
I
O
N
S
,
C
O
R
N
E
R
S
,
W
A
L
L
O
P
E
N
I
N
G
S
,
A
N
D
A
T
E
A
C
H
SI
D
E
O
F
C
O
N
T
R
O
L
J
O
I
N
T
S
.
DO
W
E
L
A
L
L
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
T
O
F
O
U
N
D
A
T
I
O
N
W
I
T
H
D
OW
E
L
S
T
O
M
A
T
C
H
A
N
D
LA
P
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
.
MI
S
C
E
L
L
A
N
E
O
U
S
LA
P
R
E
I
N
F
O
R
C
I
N
G
B
A
R
S
P
E
R
T
Y
P
I
C
A
L
M
A
S
O
N
R
Y
R
E
B
A
R
L
A
P
SC
H
E
D
U
L
E
.
CO
N
T
R
O
L
J
O
I
N
T
L
O
C
A
T
I
O
N
S
S
H
A
L
L
B
E
C
O
O
R
D
I
N
A
T
E
D
W
I
T
H
T
HE
A
R
C
H
I
T
E
C
T
B
U
T
SH
A
L
L
N
O
T
E
X
C
E
E
D
2
4
'
-
0
"
O
N
C
E
N
T
E
R
M
A
X
I
M
U
M
,
U
N
L
E
S
S
N
OT
E
D
O
T
H
E
R
W
I
S
E
.
MA
S
O
N
R
Y
BL
O
C
K
UN
I
T
S
S
H
A
L
L
B
E
H
O
L
L
O
W
,
N
O
R
M
A
L
W
E
I
G
H
T
,
L
O
A
D
-
B
E
A
R
I
N
G
UN
I
T
S
C
O
N
F
O
R
M
I
N
G
T
O
AS
T
M
C
9
0
W
I
T
H
A
M
I
N
I
M
U
M
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
O
F
1
,
9
00
P
S
I
.
AL
L
M
A
S
O
N
R
Y
U
N
I
T
S
S
H
A
L
L
B
E
P
L
A
C
E
D
I
N
R
U
N
N
I
N
G
B
O
N
D
C
ON
S
T
R
U
C
T
I
O
N
W
I
T
H
A
L
L
VE
R
T
I
C
A
L
C
E
L
L
S
I
N
A
L
I
G
N
M
E
N
T
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
MO
R
T
A
R
MO
R
T
A
R
M
I
X
S
H
A
L
L
C
O
N
F
O
R
M
T
O
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
A
S
T
M
C
2
70
A
N
D
A
S
T
M
C
7
8
0
F
O
R
FI
E
L
D
T
E
S
T
I
N
G
,
P
E
R
A
S
T
M
C
7
8
0
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
GR
O
U
T
GR
O
U
T
S
H
A
L
L
C
O
N
F
O
R
M
T
O
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
A
S
T
M
C
4
7
6
.
SU
F
F
I
C
I
E
N
T
W
A
T
E
R
S
H
A
L
L
B
E
U
S
E
D
F
O
R
G
R
O
U
T
T
O
A
C
H
I
E
V
E
S
L
U
M
P
O
F
8
"
-
1
1
"
A
N
D
TO
F
L
O
W
I
N
T
O
A
L
L
C
E
L
L
S
O
F
T
H
E
M
A
S
O
N
R
Y
W
I
T
H
O
U
T
S
E
G
R
E
GA
T
I
O
N
.
GR
O
U
T
S
H
A
L
L
H
A
V
E
A
M
I
N
I
M
U
M
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
O
F
2,
0
0
0
P
S
I
A
T
2
8
D
A
Y
S
.
AL
L
C
E
L
L
S
I
N
C
O
N
C
R
E
T
E
B
L
O
C
K
C
O
N
T
A
I
N
I
N
G
R
E
I
N
F
O
R
C
I
N
G
SH
A
L
L
B
E
F
I
L
L
E
D
S
O
L
I
D
WI
T
H
G
R
O
U
T
.
HO
L
D
G
R
O
U
T
D
O
W
N
1
1
/
2
"
B
E
L
O
W
T
O
P
O
F
U
N
I
T
A
T
G
R
O
U
T
L
IF
T
J
O
I
N
T
S
.
SHEET INDEX
SH
E
E
T
N
O
.
S
H
E
E
T
T
I
T
L
E
R
E
V
I
S
I
O
N
S0
.
1
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
S0
.
2
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
C
O
N
T
.
S1
.
1
F
O
U
N
D
A
T
I
O
N
P
L
A
N
S2
.
1
2
N
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
S3
.
1
3
R
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
S4
.
1
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
S5
.
1
T
Y
P
I
C
A
L
C
O
N
C
R
E
T
E
D
E
T
A
I
L
S
S5
.
2
T
Y
P
I
C
A
L
M
A
S
O
N
A
R
Y
D
E
T
A
I
L
S
S5
.
3
T
Y
P
I
C
A
L
S
T
E
E
L
D
E
T
A
I
L
S
S5
.
4
T
Y
P
I
C
A
L
W
O
O
D
D
E
T
A
I
L
S
S5
.
5
T
Y
P
I
C
A
L
W
O
O
D
D
E
T
A
I
L
S
C
O
N
T
.
S5
.
6
T
Y
P
I
C
A
L
W
O
O
D
D
E
T
A
I
L
S
C
O
N
T
.
S6
.
1
F
O
U
N
D
A
T
I
O
N
D
E
T
A
I
L
S
S7
.
1
F
L
O
O
R
F
R
A
M
I
N
G
D
E
T
A
I
L
S
S9
.
1
R
O
O
F
F
R
A
M
I
N
G
D
E
T
A
I
L
S
STRUCTURAL STEEL
AL
L
C
J
P
W
E
L
D
S
U
S
E
D
I
N
P
R
I
M
A
R
Y
M
E
M
B
E
R
S
A
N
D
C
O
N
N
E
C
T
I
O
NS IN THE SEISMIC
FO
R
C
E
R
E
S
I
S
T
I
N
G
S
Y
S
T
E
M
S
H
A
L
L
B
E
M
A
D
E
W
I
T
H
A
F
I
L
L
E
R
METAL THAT HAS A
MI
N
I
M
U
M
C
H
A
R
P
Y
V
-
N
O
T
C
H
T
O
U
G
H
N
E
S
S
O
F
2
0
F
T
-
L
B
S
A
T
M
I
NUS 20° F, AS
DE
T
E
R
M
I
N
E
D
B
Y
A
W
S
C
L
A
S
S
I
F
I
C
A
T
I
O
N
O
R
M
A
N
U
F
A
C
T
U
R
E
R
C
E
RTIFICATION. USING
70
1
8
R
O
D
F
U
L
F
I
L
L
S
T
H
I
S
R
E
Q
U
I
R
E
M
E
N
T
.
FO
R
A
L
L
W
E
L
D
S
R
E
Q
U
I
R
I
N
G
C
O
N
T
I
N
U
O
U
S
I
N
S
P
E
C
T
I
O
N
,
F
A
B
R
ICATOR OR ERECTOR
SH
A
L
L
S
U
B
M
I
T
A
W
E
L
D
I
N
G
P
R
O
C
E
D
U
R
E
T
O
T
H
E
E
N
G
I
N
E
E
R
.
BO
L
T
I
N
G
AL
L
B
O
L
T
E
D
C
O
N
N
E
C
T
I
O
N
S
S
H
A
L
L
B
E
S
N
U
G
-
T
I
G
H
T
E
N
E
D
A
S
D
EFINED PER AISC
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
I
N
D
R
A
W
I
N
G
S
.
S
E
E
D
R
A
W
I
N
G
S
F
O
R BOLTS THAT ARE
RE
Q
U
I
R
E
D
T
O
B
E
P
R
E
-
T
E
N
S
I
O
N
E
D
O
R
S
L
I
P
C
R
I
T
I
C
A
L
A
S
D
E
FINED PER AISC. ALL BOLTS
SH
A
L
L
B
E
I
N
S
T
A
L
L
E
D
U
S
I
N
G
A
N
A
P
P
R
O
V
E
D
A
I
S
C
P
R
O
C
E
D
U
R
E
.
GR
O
U
T
GR
O
U
T
S
H
A
L
L
B
E
5
,
0
0
0
P
S
I
(
M
I
N
I
M
U
M
)
N
O
N
-
S
H
R
I
N
K
F
L
O
W
A
BLE GROUT AND INSTALLED
BE
F
O
R
E
A
D
D
I
N
G
V
E
R
T
I
C
A
L
L
O
A
D
.
HO
T
D
I
P
G
A
L
V
A
N
I
Z
I
N
G
AL
L
E
X
P
O
S
E
D
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
S
H
A
L
L
B
E
H
O
T
D
I
P
G
A
L
V
A
NIZED PER ASTM A123.
FA
S
T
E
N
E
R
S
S
H
A
L
L
B
E
H
O
T
D
I
P
G
A
L
V
A
N
I
Z
E
D
P
E
R
A
S
T
M
F
2
3
2
9.
AL
L
T
O
U
C
H
-
U
P
O
F
G
A
L
V
A
N
I
Z
E
D
I
T
E
M
S
T
O
B
E
P
E
R
A
S
T
M
A
7
8
0.
PA
I
N
T
A
N
D
S
U
R
F
A
C
E
P
R
E
P
A
R
A
T
I
O
N
PA
I
N
T
I
N
G
A
N
D
S
U
R
F
A
C
E
P
R
E
P
A
R
A
T
I
O
N
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
HE SPECIFICATIONS
AN
D
S
T
A
N
D
A
R
D
S
A
S
C
O
N
T
A
I
N
E
D
I
N
T
H
E
L
A
T
E
S
T
E
D
I
T
I
O
N
O
F
THE "AISC MANUAL OF
ST
E
E
L
C
O
N
S
T
R
U
C
T
I
O
N
"
,
A
N
D
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
S
P
E
C
I
FICATION OF THE
OW
N
E
R
/
A
R
C
H
I
T
E
C
T
.
ST
R
U
C
T
U
R
A
L
S
T
E
E
L
GE
N
E
R
A
L
DE
S
I
G
N
,
F
A
B
R
I
C
A
T
I
O
N
,
A
N
D
E
R
E
C
T
I
O
N
O
F
S
T
R
U
C
T
U
R
A
L
A
N
D
M
I
S
C
E
L
L
A
N
E
O
U
S
S
T
E
E
L
SH
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
S
T
A
N
D
A
R
D
S
O
F
T
H
E
A
M
E
R
I
C
A
N
IN
S
T
I
T
U
T
E
O
F
S
T
E
E
L
C
O
N
S
T
R
U
C
T
I
O
N
A
S
C
O
N
T
A
I
N
E
D
I
N
T
H
E
"
A
I
S
C
M
A
N
U
A
L
O
F
S
T
E
E
L
CO
N
S
T
R
U
C
T
I
O
N
"
,
C
U
R
R
E
N
T
E
D
I
T
I
O
N
.
ME
M
B
E
R
S
ST
R
U
C
T
U
R
A
L
S
T
E
E
L
M
E
M
B
E
R
S
S
H
A
L
L
C
O
N
F
O
R
M
W
I
T
H
T
H
E
A
S
T
M
S
T
A
N
D
A
R
D
S
A
N
D
MA
T
E
R
I
A
L
P
R
O
P
E
R
T
I
E
S
P
E
R
T
Y
P
I
C
A
L
D
E
T
A
I
L
"
S
T
E
E
L
M
E
M
B
E
RS
'
A
S
T
M
S
T
A
N
D
A
R
D
S
AN
D
P
R
O
P
E
R
T
I
E
S
"
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
FA
B
R
I
C
A
T
I
O
N
SH
O
P
D
R
A
W
I
N
G
S
S
H
A
L
L
S
H
O
W
M
E
M
B
E
R
L
A
Y
O
U
T
,
S
I
Z
E
,
L
E
N
G
T
H,
B
O
L
T
H
O
L
E
S
I
Z
E
S
AN
D
L
O
C
A
T
I
O
N
S
,
C
O
N
N
E
C
T
I
O
N
D
E
T
A
I
L
S
,
G
R
A
D
E
,
A
N
D
E
R
E
C
T
IO
N
P
R
O
C
E
D
U
R
E
S
CO
N
F
O
R
M
I
N
G
T
O
A
I
S
C
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
FA
B
R
I
C
A
T
O
R
S
S
H
A
L
L
B
E
P
R
E
-
Q
U
A
L
I
F
I
E
D
,
A
P
P
R
O
V
E
D
,
A
N
D
R
EC
O
G
N
I
Z
E
D
B
Y
T
H
E
BU
I
L
D
I
N
G
O
F
F
I
C
I
A
L
A
N
D
C
O
N
T
R
A
C
T
O
R
A
S
C
O
M
P
E
T
E
N
T
T
O
C
O
MP
L
E
T
E
R
E
Q
U
I
R
E
D
FA
B
R
I
C
A
T
E
D
I
T
E
M
S
.
WE
L
D
I
N
G
WE
L
D
I
N
G
P
R
O
C
E
D
U
R
E
S
,
E
L
E
C
T
R
O
D
E
S
,
A
N
D
W
E
L
D
E
R
Q
U
A
L
I
F
I
C
AT
I
O
N
S
S
H
A
L
L
CO
N
F
O
R
M
T
O
T
H
E
"
C
O
D
E
F
O
R
W
E
L
D
I
N
G
I
N
B
U
I
L
D
I
N
G
C
O
N
S
T
R
UC
T
I
O
N
"
,
A
M
E
R
I
C
A
N
WE
L
D
I
N
G
S
O
C
I
E
T
Y
(
A
W
S
)
A
N
D
T
H
E
A
I
S
C
"
S
P
E
C
I
F
I
C
A
T
I
O
N
S
FO
R
T
H
E
D
E
S
I
G
N
,
FA
B
R
I
C
A
T
I
O
N
A
N
D
E
R
E
C
T
I
O
N
O
F
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
B
U
I
L
D
I
NG
S
"
.
AL
L
W
E
L
D
S
S
H
A
L
L
U
S
E
A
F
I
L
L
E
R
M
A
T
E
R
I
A
L
W
I
T
H
A
T
E
N
S
I
L
E
S
T
R
E
N
G
T
H
O
F
7
0
K
S
I
.
AL
L
W
E
L
D
S
I
N
V
O
L
V
I
N
G
R
E
I
N
F
O
R
C
I
N
G
B
A
R
S
S
H
A
L
L
F
O
L
L
O
W
A
IS
C
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
WE
L
D
I
N
G
O
R
T
A
C
K
W
E
L
D
I
N
G
O
F
H
I
G
H
S
T
R
E
N
G
T
H
B
O
L
T
S
(
A
S
T
M
A
3
2
5
O
R
A
4
9
0
)
I
S
N
O
T
PE
R
M
I
T
T
E
D
.
AL
L
E
X
P
O
S
E
D
B
U
T
T
W
E
L
D
S
S
H
A
L
L
B
E
G
R
O
U
N
D
S
M
O
O
T
H
.
06/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
N O T F O R CONSTRUCTION PRELIMINARY CAMPUS COURTYARD II - BLDG A REXBURG, IDAHO PROJECT NO,DATE:DRAWN BY:PROJECT:REVISIONSSHEET TITLE:CHECKED BY:DRAWING NO.:JOB NUMBER:THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS AND SHALL NOT BE REPRODUCED IN ANY FORM W ITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED.COPYRIGHT 2013 ENGINEERING SYSTEM SOLUTIONS1677 EUREKA ROAD STE. #101 ROSEVILLE, CA 95661 PHONE: (916) 780-20303632 N RANCHO DRIVE LAS VEGAS, NV 89130 PHONE: (702) 616-31074943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 PHONE: (208) 552-9874ENGINEERING SYSTEM SOLUTIONS STRUCTURAL • MEP • BUILDING COMMISSIONING www.es2eng.com BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS S0.204/21/2016 SWY SDG16.2012 16.2012GENERAL STRUCTURAL NOTES CONT.HOLDOWN ANCHORAGE
IN
S
T
A
L
L
A
T
I
O
N
HO
L
D
O
W
N
S
S
H
A
L
L
B
E
S
I
M
P
S
O
N
S
T
R
O
N
G
-
T
I
E
O
R
E
Q
U
A
L
A
N
D
S
HALL BE INSTALLED PER
MA
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
V
E
R
I
F
Y
L
O
C
A
T
I
O
N
O
F
H
OLDOWNS WITH ROUGH
FR
A
M
I
N
G
L
A
Y
O
U
T
T
O
E
N
S
U
R
E
P
R
O
P
E
R
A
N
D
A
C
C
U
R
A
T
E
I
N
S
T
A
L
LATION.
HO
L
D
O
W
N
A
N
C
H
O
R
S
A
T
E
N
D
S
O
F
S
H
E
A
R
W
A
L
L
S
M
A
Y
B
E
A
N
C
H
O
R
ED TO THE
FO
U
N
D
A
T
I
O
N
W
I
T
H
E
P
O
X
Y
-
G
R
O
U
T
E
D
A
L
L
-
T
H
R
E
A
D
B
A
R
I
N
D
R
I
LLED HOLE. SEE EPOXY
AN
C
H
O
R
A
G
E
S
E
C
T
I
O
N
O
F
G
S
N
.
S
E
P
A
R
A
T
E
P
E
R
M
I
T
A
N
D
A
P
P
R
O
VAL MAY BE REQUIRED
BY
T
H
E
B
U
I
L
D
I
N
G
D
E
P
A
R
T
M
E
N
T
F
O
R
E
P
O
X
Y
I
N
S
T
A
L
L
A
T
I
O
N
.
HO
L
D
O
W
N
R
E
Q
U
I
R
E
M
E
N
T
S
EM
B
E
D
D
E
D
A
N
C
H
O
R
B
O
L
T
S
F
O
R
H
O
L
D
O
W
N
S
S
H
A
L
L
C
O
N
F
O
R
M
T
O
THE HOLDOWN
SC
H
E
D
U
L
E
I
N
T
H
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
.
B
O
L
T
D
I
A
M
E
T
E
R
S
H
A
L
L BE AS SPECIFIED BY
HO
L
D
O
W
N
M
A
N
U
F
A
C
T
U
R
E
R
.
B
O
L
T
S
S
H
A
L
L
H
A
V
E
S
T
A
N
D
A
R
D
H
E
X
HEAD AT EMBEDDED
EN
D
O
R
S
H
A
L
L
B
E
A
3
6
G
R
A
D
E
T
H
R
E
A
D
E
D
R
O
D
W
I
T
H
D
O
U
B
L
E
NUT IN LIEU OF HEX
HE
A
D
A
N
D
3
/
1
6
"
x
2
"
S
Q
U
A
R
E
P
L
A
T
E
W
A
S
H
E
R
A
T
E
M
B
E
D
D
E
D
E
ND.
HO
L
D
O
W
N
A
N
C
H
O
R
A
G
E
S
H
A
L
L
B
E
M
A
D
E
A
C
C
O
R
D
I
N
G
T
O
T
H
E
H
O
LDOWN SCHEDULE IN
TY
P
I
C
A
L
D
E
T
A
I
L
S
F
O
R
I
N
T
E
R
I
O
R
A
N
D
E
X
T
E
R
I
O
R
C
O
N
D
I
T
I
O
N
S. MINIMUM EMBEDMENT
LI
S
T
E
D
A
C
C
O
M
M
O
D
A
T
E
S
5
"
M
I
N
I
M
U
M
D
I
S
T
A
N
C
E
F
R
O
M
A
C
O
R
N
ER (AS OCCURS) AND 1
3/
4
"
M
I
N
I
M
U
M
D
I
S
T
A
N
C
E
F
R
O
M
E
D
G
E
.
A
T
S
T
E
M
W
A
L
L
S
E
M
B
E
D
MENT SHALL BE
ME
A
S
U
R
E
D
F
R
O
M
T
O
P
O
F
S
T
E
M
W
A
L
L
T
O
P
L
A
T
E
W
A
S
H
E
R
O
R
B
O
TTOM OF SSTB BOLT.
HO
L
D
O
W
N
F
A
S
T
E
N
E
R
S
T
O
B
E
3
"
L
O
N
G
M
I
N
I
M
U
M
F
O
R
(
2
)
2
x
AND SOLID SAWN POSTS
AN
D
4
1
/
2
"
L
O
N
G
F
O
R
(
3
)
2
x
P
O
S
T
S
.
EM
B
E
D
M
E
N
T
D
E
P
T
H
O
F
H
O
L
D
O
W
N
A
N
C
H
O
R
B
O
L
T
S
S
H
A
L
L
B
E
M
E
ASURED FROM TOP
OF
S
L
A
B
T
O
B
O
T
T
O
M
O
F
A
N
C
H
O
R
B
O
L
T
F
O
R
M
O
N
O
P
O
U
R
F
O
O
T
ING AND FROM TOP OF
CO
L
D
J
O
I
N
T
T
O
B
O
T
T
O
M
O
F
A
N
C
H
O
R
B
O
L
T
F
O
R
T
W
O
P
O
U
R
F
O
OTING, UNLESS NOTED
OT
H
E
R
W
I
S
E
O
N
P
L
A
N
.
I
N
C
R
E
A
S
E
L
E
N
G
T
H
O
F
B
O
L
T
A
T
S
T
E
M
W
ALL AS REQUIRED.
IN
C
R
E
A
S
E
D
E
P
T
H
O
F
F
O
O
T
I
N
G
A
T
A
N
C
H
O
R
B
O
L
T
A
S
R
E
Q
U
I
R
E
D.
PR
E
F
A
B
R
I
C
A
T
E
D
W
O
O
D
T
R
U
S
S
MA
N
U
F
A
C
T
U
R
E
R
AL
L
P
R
E
F
A
B
R
I
C
A
T
E
D
T
R
U
S
S
E
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
B
Y
T
H
E
MANUFACTURER.
DE
S
I
G
N
BO
T
T
O
M
C
H
O
R
D
S
O
F
R
O
O
F
T
R
U
S
S
E
S
A
C
T
I
N
G
A
S
C
E
I
L
I
N
G
M
E
M
BERS MUST BE ABLE TO
SU
P
P
O
R
T
A
1
0
P
S
F
N
O
N
-
C
O
N
C
U
R
R
E
N
T
L
I
V
E
L
O
A
D
P
E
R
T
H
E
G
OVERNING BUILDING
CO
D
E
R
E
Q
U
I
R
E
M
E
N
T
S
.
DE
S
I
G
N
O
F
T
R
U
S
S
S
H
A
L
L
B
E
P
E
R
T
H
E
L
O
A
D
S
L
I
S
T
E
D
I
N
T
H
E BASIS FOR DESIGN.
TH
E
T
R
U
S
S
E
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
T
O
C
A
R
R
Y
A
N
Y
A
D
D
I
T
I
O
N
AL LOADS DUE TO
ME
C
H
A
N
I
C
A
L
U
N
I
T
S
,
O
V
E
R
H
E
A
D
D
O
O
R
S
,
R
O
O
F
O
V
E
R
B
U
I
L
T
S
,
UP OR DOWN LATERAL
OV
E
R
T
U
R
N
I
N
G
F
O
R
C
E
S
,
E
T
C
.
.
.
DE
S
I
G
N
M
U
S
T
A
L
S
O
T
A
K
E
I
N
T
O
A
C
C
O
U
N
T
U
N
B
A
L
A
N
C
E
D
S
N
O
W
LOADS, SNOW
DR
I
F
T
I
N
G
,
I
N
C
R
E
A
S
E
D
S
N
O
W
L
O
A
D
S
O
N
E
A
V
E
S
A
N
D
I
N
V
A
L
L
EYS, IMPACT LOADS FROM
FA
L
L
I
N
G
S
N
O
W
A
N
D
I
C
E
,
E
T
C
.
.
.
TR
U
S
S
M
E
M
B
E
R
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
F
O
R
C
O
M
B
I
N
E
D
S
T
R
E
S
S
ES BASED ON THE
WO
R
S
T
L
O
A
D
I
N
G
C
O
N
D
I
T
I
O
N
.
T
R
U
S
S
B
E
A
R
I
N
G
L
E
N
G
T
H
S
S
H
A
L
L NOT EXCEED WIDTH
OF
S
U
P
P
O
R
T
I
N
G
E
L
E
M
E
N
T
S
A
S
I
N
D
I
C
A
T
E
D
O
N
P
L
A
N
S
.
T
R
U
S
S
MANUFACTURER
RE
S
P
O
N
S
I
B
L
E
F
O
R
H
A
N
G
E
R
S
P
E
C
I
F
I
C
A
T
I
O
N
S
F
O
R
:
T
R
U
S
S
-
T
O
-TRUSS;
TR
U
S
S
-
T
O
-
B
E
A
M
;
T
R
U
S
S
-
T
O
-
L
E
D
G
E
R
.
TR
U
S
S
B
R
A
C
I
N
G
TH
E
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
S
H
A
L
L
I
N
D
I
C
A
T
E
P
R
O
P
E
R
B
R
A
C
I
N
G OF MEMBERS AS
WE
L
L
A
S
B
R
A
C
I
N
G
F
O
R
T
R
U
S
S
E
R
E
C
T
I
O
N
.
IN
S
T
A
L
L
A
T
I
O
N
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
I
N
S
T
A
L
L
ATION OF THE TRUSSES
PE
R
T
H
E
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
'
S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
A
N
D
S
P
ECIFICATIONS. NO
WE
B
O
R
C
H
O
R
D
M
E
M
B
E
R
S
S
H
A
L
L
B
E
M
O
D
I
F
I
E
D
I
N
T
H
E
F
I
E
L
D
WITHOUT PRIOR
WR
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
T
H
E
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
.
SPECIAL INSPECTIONS SPECIAL INSPECTION INDEPENDENT OF THE CONTRACTOR, A RCHITECT, AND ENGINEER OF RECORD SHALL BE PROVIDED BY OWNER ACCOR DING TO IBC CHAPTER 17. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FO R CONFORMANCE WITH THE CONTRACT DOCUMENTS, NOT THE SHOP DRAWINGS. THE SPECIAL INSPECTOR SHALL SEND REPORTS TO THE OWNER, BUILDING OFFICIAL, ARCHITECT, ENGINEER,AND CONTRACTOR FOR CORRECTION. THE SPECIAL INSPECTO R SHALL SUBMIT A BI-WEEKLY AND A FINAL SIGNED REPORT STATING THAT TH E SPECIAL INSPECTION WORK WAS, TO THE BEST OF HIS KNOWLEDGE, IN CONFORMA NCE WITH THE PLANS,SPECIFICATIONS, AND APPLICABLE WORKMANSHIP PROVISIO NS OF THE IBC.CONTINUOUS OR PERIODIC SPECIAL INSPECTION IS REQUIR ED FOR THE FOLLOWING WORK:
GE
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
MASONRY - LEVEL B (TMS 402/ACI 530/ASCE 5)VERIFICATION AND INSPECTION
C
O
N
T
P
E
R
I
O
D
I
C
1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS
■
2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:A. PROPORTIONS OF SITE-PREPARED MORTAR
■
B. CONSTRUCTION OF MORTAR JOINTS ■C. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES■D. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES■E. PRESTRESSING TECHNIQUE ■F. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY
■
■
3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING AR E IN COMPLIANCE:A. GROUT SPACE ■B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCH OR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES■C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES■D. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRES SING GROUT FOR BONDED TENDONS■E. CONSTRUCTION OF MORTAR JOINTS ■4. VERIFY DURING CONSTRUCTION:A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS
■
B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBE RS,FRAMES, OR OTHER CONSTRUCTION■C. WELDING OF REINFORCEMENT
■
D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MA SONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F)■E. APPLICATION AND MEASUREMENT OF PRESTRESSING FOR CE
■
F. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE■G. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS■
■
5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS■BRICK VENEER ANCHOR TIES BRICK VENEER ANCHOR TIES SHALL BE ONE OF THE FOLLOW ING BY HOHMANN &BARNARD OR EQUAL.●315-BT FLEXIBLE DOVE TAIL BRICK TIE W/ SEISMIC CLI P INTERLOCKING SYSTEM ●X-SEAL SEISMIC ANCHOR W/ SEISMIC CLIP INTERLOCKING SYSTEM INSTALLATION MAXIMUM SPACING SHALL BE 16 INCHES ON CENTER HORIZO NTAL AND VERTICAL.PROVIDE CONTINUOUS HORIZONTAL GALVANIZED #9 WIRE IN CENTER THIRD OF MORTAR JOINTS AT 16 INCHES ON CENTER. ENGAGE #9 WIR E WITH ALL ANCHOR TIES.WHEN STUDS ARE USED FOR BACKUP SUPPORT, STUDS SHALL BE SPACED AT 16 INCHES ON CENTER. MAXIMUM SPACING OF STUD BACKUPS S HALL BE 16 INCHES ON CENTER. STUDS SHALL BE COVERED WITH 1/2 INCH SHEATH ING AND APPROVED PAPER.CONSTRUCTION JOINTS IN MASONRY VENEER WALLS SHALL B E PROVIDED AS PER THE ARCHITECTURAL DRAWINGS, AND SHALL BE SPACED AT A MA XIMUM OF 30 FEET ON CENTER FOR BRICK VENEER AND A MAXIMUM OF 15 FEET ON CENTER FOR MASONRY BLOCK VENEER.WOOD
FO
U
N
D
A
T
I
O
N
A
N
C
H
O
R
B
O
L
T
S
S
H
A
L
L
H
A
V
E
A
S
T
E
E
L
P
L
A
T
E
W
A
SHER UNDER EACH NUT
NO
T
L
E
S
S
T
H
A
N
1
/
4
"
x
3
"
x
3
"
I
N
S
I
Z
E
(
1
/
4
"
x
3
"
x
4
1
/
2
"
A
T 2x6 WALLS WITH SHEATHING BOTH
FA
C
E
S
)
.
T
H
E
H
O
L
E
I
N
T
H
E
P
L
A
T
E
W
A
S
H
E
R
S
H
A
L
L
B
E
P
E
R
M
I
TTED TO BE DIAGONALLY
SL
O
T
T
E
D
W
I
T
H
A
W
I
D
T
H
U
P
T
O
3
/
1
6
"
L
A
R
G
E
R
T
H
A
N
T
H
E
B
O
LT DIAMETER AND A SLOT
LE
N
G
T
H
N
O
T
T
O
E
X
C
E
E
D
1
3
/
4
"
P
R
O
V
I
D
E
D
A
S
T
A
N
D
A
R
D
C
U
T
WASHER (0.109"x1 3/8"
OU
T
S
I
D
E
D
I
A
M
E
T
E
R
A
T
1
/
2
"
D
I
A
M
E
T
E
R
B
O
L
T
O
R
0
.
1
3
4
"
x
1
3/4" OUTSIDE DIAMETER AT
5/
8
"
D
I
A
M
E
T
E
R
B
O
L
T
)
I
S
P
L
A
C
E
D
B
E
T
W
E
E
N
T
H
E
P
L
A
T
E
W
A
S
HER AND THE NUT. THE
PL
A
T
E
W
A
S
H
E
R
S
H
A
L
L
E
X
T
E
N
D
T
O
W
I
T
H
I
N
1
/
2
"
O
F
T
H
E
E
D
G
E OF THE BOTTOM PLATE
ON
T
H
E
S
I
D
E
W
I
T
H
S
H
E
A
T
H
I
N
G
.
IN
T
E
R
I
O
R
B
E
A
R
I
N
G
A
N
D
P
A
R
T
I
T
I
O
N
W
A
L
L
S
:
B
O
T
T
O
M
P
L
A
T
E
S
RESTING ON CONCRETE
OR
M
A
S
O
N
R
Y
A
T
N
O
N
-
S
H
E
A
R
W
A
L
L
L
O
C
A
T
I
O
N
S
S
H
A
L
L
B
E
T
R
E
A
TED DOUGLAS FIR.
BO
T
T
O
M
P
L
A
T
E
S
S
H
A
L
L
B
E
A
N
C
H
O
R
E
D
T
O
F
O
U
N
D
A
T
I
O
N
W
I
T
H
1/2" DIAMETER
EX
P
A
N
S
I
O
N
A
N
C
H
O
R
S
W
I
T
H
3
"
E
M
B
E
D
M
E
N
T
A
T
4
8
"
O
N
C
E
N
T
E
R MAXIMUM OR 0.145"
DI
A
M
E
T
E
R
P
O
W
D
E
R
A
C
T
U
A
T
E
D
F
A
S
T
E
N
E
R
S
W
I
T
H
1
"
E
M
B
E
D
M
E
N
T AT 32" ON CENTER
MA
X
I
M
U
M
.
NA
I
L
S
AL
L
N
A
I
L
S
,
E
X
C
E
P
T
1
6
d
,
S
H
A
L
L
B
E
C
O
M
M
O
N
W
I
R
E
N
A
I
L
S
U
NLESS NOTED OTHERWISE.
16
d
N
A
I
L
S
M
A
Y
B
E
S
I
N
K
E
R
S
O
R
B
O
X
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
ISE ON PLANS OR
SC
H
E
D
U
L
E
S
.
N
A
I
L
S
S
H
A
L
L
B
E
D
R
I
V
E
N
S
O
T
H
A
T
T
H
E
H
E
A
D
S
ARE FLUSH WITH WOOD
SU
R
F
A
C
E
.
O
V
E
R
O
R
U
N
D
E
R
D
R
I
V
E
N
N
A
I
L
S
W
I
L
L
N
O
T
B
E
A
C
C
EPTABLE.
16
d
N
A
I
L
S
H
A
V
E
A
M
I
N
U
M
U
M
S
H
A
N
K
D
I
A
M
E
T
E
R
O
F
0
.
1
3
5
"
A
ND ARE 3 1/2" LONG. 10d
NA
I
L
S
H
A
V
E
A
S
H
A
N
K
D
I
A
M
T
E
R
O
F
0
.
1
4
8
"
A
N
D
A
R
E
3
"
L
O
N
G. 8d NAILS HAVE A SHANK
DI
A
M
E
T
E
R
O
F
0
.
1
3
1
"
A
N
D
A
R
E
2
1
/
2
"
L
O
N
G
.
BO
L
T
S
A
N
D
L
A
G
S
C
R
E
W
S
AL
L
B
O
L
T
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
I
N
H
O
L
E
S
B
O
R
E
D
W
I
T
H
A
BIT 1/16" LARGER THAN THE
DI
A
M
E
T
E
R
O
F
T
H
E
B
O
L
T
.
CU
T
W
A
S
H
E
R
S
S
H
A
L
L
B
E
P
L
A
C
E
D
U
N
D
E
R
B
O
L
T
H
E
A
D
S
A
N
D
N
U
TS. SPOIL THREADS TO
PR
E
V
E
N
T
L
O
O
S
E
N
I
N
G
.
LA
G
B
O
L
T
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
I
N
P
R
E
-
D
R
I
L
L
E
D
H
O
L
E
S
4
0% TO 70% OF THE
DI
A
M
E
T
E
R
O
F
T
H
E
L
A
G
S
C
R
E
W
A
N
D
I
N
S
T
A
L
L
E
D
B
Y
T
U
R
N
I
N
G
WITH A WRENCH.
AN
C
H
O
R
S
FR
A
M
I
N
G
A
N
C
H
O
R
S
,
H
A
N
G
E
R
S
,
A
N
D
O
T
H
E
R
M
I
S
C
E
L
L
A
N
E
O
U
S
H
ARDWARE SPECIFIED
ON
P
L
A
N
S
S
H
A
L
L
B
E
A
S
M
A
N
U
F
A
C
T
U
R
E
D
B
Y
S
I
M
P
S
O
N
S
T
R
O
N
G
-TIE COMPANY, INC OR
EQ
U
I
V
A
L
E
N
T
W
I
T
H
C
U
R
R
E
N
T
I
C
C
A
P
P
R
O
V
A
L
.
WH
E
R
E
M
E
T
A
L
C
O
N
N
E
C
T
O
R
S
,
A
N
C
H
O
R
S
,
F
A
S
T
E
N
E
R
S
,
E
T
C
.
A
R
E INSTALLED IN OR
EX
P
O
S
E
D
T
O
P
O
T
E
N
T
I
A
L
L
Y
C
O
R
R
O
S
I
V
E
E
N
V
I
R
O
N
M
E
N
T
S
O
R
M
A
TERIALS (I.E.
PR
E
S
S
U
R
E
T
R
E
A
T
E
D
W
O
O
D
,
F
I
R
E
R
E
T
A
R
D
A
N
T
S
,
D
I
S
S
I
M
I
L
A
R
METALS, ETC.),
AP
P
R
O
P
R
I
A
T
E
M
E
A
S
U
R
E
S
S
H
A
L
L
B
E
T
A
K
E
N
(
I
.
E
.
U
S
E
O
F
C
O
RROSIVE RESISTANT
ME
T
A
L
,
P
R
O
P
E
R
A
P
P
L
I
C
A
T
I
O
N
O
F
A
D
E
Q
U
A
T
E
P
R
O
T
E
C
T
I
V
E
C
O
ATING, ETC.) IN ORDER
TO
P
R
O
T
E
C
T
T
H
E
H
A
R
D
W
A
R
E
A
G
A
I
N
S
T
D
A
M
A
G
E
T
H
A
T
M
A
Y
A
D
V
ERSELY AFFECT ITS
LO
A
D
C
A
R
R
Y
I
N
G
C
A
P
A
C
I
T
Y
.
R
E
F
E
R
T
O
M
A
N
U
F
A
C
T
U
R
E
R
F
O
R
S
PECIFIC APPLICATION,
LI
M
I
T
A
T
I
O
N
S
,
O
R
A
D
D
I
T
I
O
N
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
.
WO
O
D
GE
N
E
R
A
L
SA
W
N
F
R
A
M
I
N
G
L
U
M
B
E
R
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
T
H
E
L
A
T
E
S
T
E
D
IT
I
O
N
O
F
T
H
E
G
R
A
D
I
N
G
RU
L
E
S
O
F
T
H
E
W
E
S
T
E
R
N
W
O
O
D
P
R
O
D
U
C
T
S
A
S
S
O
C
I
A
T
I
O
N
O
R
T
HE
W
E
S
T
C
O
A
S
T
LU
M
B
E
R
I
N
S
P
E
C
T
I
O
N
B
U
R
E
A
U
.
A
L
L
S
A
W
N
L
U
M
B
E
R
S
H
A
L
L
B
E
ST
A
M
P
E
D
W
I
T
H
T
H
E
GR
A
D
E
M
A
R
K
O
F
A
N
A
P
P
R
O
V
E
D
L
U
M
B
E
R
G
R
A
D
I
N
G
A
G
E
N
C
Y
.
DO
N
O
T
N
O
T
C
H
O
R
D
R
I
L
L
J
O
I
S
T
S
,
B
E
A
M
S
,
O
R
L
O
A
D
B
E
A
R
I
N
G
S
T
U
D
S
W
I
T
H
O
U
T
P
R
I
O
R
AP
P
R
O
V
A
L
O
F
T
H
E
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
T
H
R
O
U
G
H
T
H
E
A
R
C
HI
T
E
C
T
.
FA
B
R
I
C
A
T
I
O
N
A
N
D
H
A
N
D
L
I
N
G
S
H
A
L
L
C
O
N
F
O
R
M
W
I
T
H
T
H
E
L
A
T
ES
T
A
I
T
C
A
N
D
A
S
T
M
ST
A
N
D
A
R
D
S
.
AL
L
E
N
G
I
N
E
E
R
E
D
W
O
O
D
P
R
O
D
U
C
T
S
S
H
A
L
L
B
E
M
A
N
U
F
A
C
T
U
R
E
D
IN
A
C
C
O
R
D
A
N
C
E
W
I
T
H
ES
R
-
1
3
8
7
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
.
SA
W
N
L
U
M
B
E
R
SA
W
N
L
U
M
B
E
R
S
H
A
L
L
B
E
D
O
U
G
L
A
S
F
I
R
L
A
R
C
H
,
N
O
.
2
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
2x
4
S
T
U
D
S
,
B
L
O
C
K
I
N
G
,
A
N
D
T
O
P
P
L
A
T
E
S
S
H
A
L
L
B
E
D
O
U
G
L
A
S
F
I
R
L
A
R
C
H
,
S
T
U
D
G
R
A
D
E
.
6x
6
P
O
S
T
S
A
N
D
L
A
R
G
E
R
S
H
A
L
L
B
E
N
O
.
1
G
R
A
D
E
.
GL
U
E
-
L
A
M
I
N
A
T
E
D
B
E
A
M
S
(
G
L
B
)
GL
U
L
A
M
B
E
A
M
S
S
H
A
L
L
B
E
D
O
U
G
L
A
S
F
I
R
C
O
M
B
I
N
A
T
I
O
N
2
4
F
-
V
4
A
T
S
I
M
P
L
E
S
P
A
N
B
E
A
M
S
AN
D
2
4
F
-
V
8
A
T
C
A
N
T
I
L
E
V
E
R
E
D
A
N
D
M
U
L
T
I
-
S
P
A
N
B
E
A
M
S
,
U
N
LE
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
,
AN
D
S
H
A
L
L
H
A
V
E
T
H
E
F
O
L
L
O
W
I
N
G
M
I
N
I
M
U
M
P
R
O
P
E
R
T
I
E
S
:
▪
E
=
1
,
8
0
0
,
0
0
0
P
S
I
▪
F
b
=
2
,
4
0
0
P
S
I
▪
F
c
(
P
E
R
P
E
N
D
I
C
U
L
A
R
)
=
6
5
0
P
S
I
▪
F
c
(
P
A
R
A
L
L
E
L
)
=
1
,
6
5
0
P
S
I
▪
F
v
=
2
6
5
P
S
I
BE
A
M
S
S
H
A
L
L
B
E
M
A
N
U
F
A
C
T
U
R
E
D
W
I
T
H
2
0
0
0
'
R
A
D
I
U
S
M
I
N
I
M
UM
C
A
M
B
E
R
U
N
L
E
S
S
CA
M
B
E
R
I
S
S
P
E
C
I
F
I
C
A
L
L
Y
N
O
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
.
LA
M
I
N
A
T
E
D
V
E
N
E
E
R
L
U
M
B
E
R
(
L
V
L
)
LV
L
S
H
A
L
L
H
A
V
E
T
H
E
F
O
L
L
O
W
I
N
G
M
I
N
I
M
U
M
P
R
O
P
E
R
T
I
E
S
:
▪
E
=
2
,
0
0
0
,
0
0
0
P
S
I
▪
F
b
=
2
,
6
0
0
P
S
I
▪
F
c
(
P
E
R
P
E
N
D
I
C
U
L
A
R
)
=
7
5
0
P
S
I
▪
F
c
(
P
A
R
A
L
L
E
L
)
=
2
,
5
1
0
P
S
I
▪
F
v
=
2
8
5
P
S
I
PA
R
A
L
L
E
L
S
T
R
A
N
D
L
U
M
B
E
R
(
P
S
L
)
PS
L
S
H
A
L
L
H
A
V
E
T
H
E
F
O
L
L
O
W
I
N
G
M
I
N
I
M
U
M
P
R
O
P
E
R
T
I
E
S
:
▪
E
=
2
,
0
0
0
,
0
0
0
P
S
I
▪
F
b
=
2
,
9
0
0
P
S
I
▪
F
c
(
P
E
R
P
E
N
D
I
C
U
L
A
R
)
=
7
5
0
P
S
I
▪
F
c
(
P
A
R
A
L
L
E
L
)
=
2
,
9
0
0
P
S
I
▪
F
v
=
2
9
0
P
S
I
LA
M
I
N
A
T
E
D
S
T
R
A
N
D
L
U
M
B
E
R
(
L
S
L
)
LS
L
S
H
A
L
L
H
A
V
E
T
H
E
F
O
L
L
O
W
I
N
G
M
I
N
I
M
U
M
P
R
O
P
E
R
T
I
E
S
:
•
N
O
N
-
S
P
A
N
N
I
N
G
M
E
M
B
E
R
S
(
R
I
M
B
O
A
R
D
)
:
▪
E
=
1
,
3
0
0
,
0
0
0
P
S
I
▪
F
b
=
1
,
7
0
0
P
S
I
▪
F
c
(
P
E
R
P
E
N
D
I
C
U
L
A
R
)
=
7
1
0
P
S
I
▪
F
c
(
P
A
R
A
L
L
E
L
)
=
1
,
8
3
5
P
S
I
▪
F
v
=
4
2
5
P
S
I
•
B
E
A
M
S
A
N
D
H
E
A
D
E
R
S
:
▪
E
=
1
,
5
0
0
,
0
0
0
P
S
I
▪
F
b
=
2
,
2
5
0
P
S
I
▪
F
c
(
P
E
R
P
E
N
D
I
C
U
L
A
R
)
=
8
6
0
P
S
I
▪
F
c
(
P
A
R
A
L
L
E
L
)
=
2
,
1
0
5
P
S
I
▪
F
v
=
5
0
5
P
S
I
•
W
A
L
L
S
T
U
D
S
:
▪
E
=
1
,
5
5
0
,
0
0
0
P
S
I
▪
F
b
=
2
,
2
3
5
P
S
I
▪
F
c
(
P
E
R
P
E
N
D
I
C
U
L
A
R
)
=
9
0
0
P
S
I
▪
F
c
(
P
A
R
A
L
L
E
L
)
=
2
,
1
7
0
P
S
I
▪
F
v
=
3
1
0
P
S
I
ST
R
U
C
T
U
R
A
L
U
S
E
P
A
N
E
L
S
ST
R
U
C
T
U
R
A
L
U
S
E
P
A
N
E
L
S
S
H
A
L
L
B
E
P
E
R
F
O
R
M
A
N
C
E
R
A
T
E
D
B
Y
T
H
E
A
M
E
R
I
C
A
N
PL
Y
W
O
O
D
A
S
S
O
C
I
A
T
I
O
N
(
A
P
A
)
.
P
A
N
E
L
S
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
I
C
C
R
E
P
O
R
T
N
O
.
NE
R
-
1
0
8
,
E
X
P
O
S
U
R
E
1
.
I
N
S
T
A
L
L
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
R
E
C
OM
M
E
N
D
A
T
I
O
N
S
.
PL
Y
W
O
O
D
S
H
A
L
L
B
E
F
I
V
E
-
P
L
Y
S
H
E
A
T
H
I
N
G
.
L
A
Y
U
P
P
L
Y
W
O
O
D
W
I
T
H
F
A
C
E
G
R
A
I
N
PE
R
P
E
N
D
I
C
U
L
A
R
T
O
S
U
P
P
O
R
T
S
.
P
L
Y
W
O
O
D
M
A
Y
B
E
O
R
I
E
N
T
E
D
PE
R
S
H
E
A
R
W
A
L
L
SC
H
E
D
U
L
E
.
O
R
I
E
N
T
E
D
S
T
R
A
N
D
B
O
A
R
D
(
O
S
B
)
M
A
Y
B
E
U
S
E
D
A
S
A
N
A
L
T
E
R
N
A
T
E
T
O
PL
Y
W
O
O
D
.
P
R
O
V
I
D
E
B
L
O
C
K
I
N
G
A
T
P
A
N
E
L
E
D
G
E
S
W
H
E
R
E
I
N
D
I
CA
T
E
D
O
N
P
L
A
N
S
.
PA
N
E
L
S
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
N
O
M
I
N
A
L
T
H
I
C
K
N
E
S
S
,
S
P
A
N
R
A
T
I
N
G
A
N
D
M
I
N
I
M
U
M
NA
I
L
I
N
G
P
A
T
T
E
R
N
P
E
R
T
Y
P
I
C
A
L
S
H
E
A
T
H
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
DE
T
A
I
L
U
N
L
E
S
S
N
O
T
E
D
OT
H
E
R
W
I
S
E
.
PR
O
V
I
D
E
O
N
E
P
A
N
E
L
C
L
I
P
B
E
T
W
E
E
N
S
U
P
P
O
R
T
S
S
P
A
C
E
D
G
R
E
A
TE
R
T
H
A
N
1
6
"
O
N
CE
N
T
E
R
A
N
D
T
W
O
P
A
N
E
L
C
L
I
P
S
B
E
T
W
E
E
N
S
U
P
P
O
R
T
S
S
P
A
C
E
D
GR
E
A
T
E
R
T
H
A
N
3
2
"
O
N
CE
N
T
E
R
.
A
S
A
N
A
L
T
E
R
N
A
T
I
V
E
,
T
O
N
G
U
E
A
N
D
G
R
O
O
V
E
M
A
Y
B
E
U
S
E
D
O
R
UN
S
U
P
P
O
R
T
E
D
P
A
N
E
L
E
D
G
E
S
M
A
Y
B
E
B
L
O
C
K
E
D
W
I
T
H
2
x
F
L
A
T
B
L
O
C
K
I
N
G
.
PR
E
F
A
B
R
I
C
A
T
E
D
P
L
Y
W
O
O
D
W
E
B
I
-
J
O
I
S
T
PR
E
F
A
B
R
I
C
A
T
E
D
P
L
Y
W
O
O
D
W
E
B
I
-
J
O
I
S
T
/
P
U
R
L
I
N
S
S
H
A
L
L
B
E
DE
S
I
G
N
E
D
,
F
A
B
R
I
C
A
T
E
D
,
AN
D
E
R
E
C
T
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
L
A
T
E
S
T
E
D
I
T
I
O
N
O
F
I
C
C
R
E
P
O
R
T
E
S
R
-
1
1
5
3
.
CO
N
N
E
C
T
I
O
N
S
A
N
D
B
E
A
R
I
N
G
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
AN
D
F
U
R
N
I
S
H
E
D
B
Y
A
JO
I
S
T
M
A
N
U
F
A
C
T
U
R
E
R
.
AD
D
I
T
I
O
N
A
L
M
E
M
B
E
R
S
S
H
A
L
L
B
E
S
U
P
P
L
I
E
D
A
S
R
E
Q
U
I
R
E
D
T
O
S
U
P
P
O
R
T
M
E
C
H
A
N
I
C
A
L
EQ
U
I
P
M
E
N
T
.
WH
E
R
E
B
R
I
D
G
I
N
G
I
N
T
E
R
F
E
R
E
S
W
I
T
H
M
E
C
H
A
N
I
C
A
L
O
R
O
T
H
E
R
IN
S
T
A
L
L
A
T
I
O
N
S
,
RE
M
O
V
E
B
R
I
D
G
I
N
G
A
F
T
E
R
D
E
C
K
I
S
I
N
P
L
A
C
E
A
N
D
R
E
P
L
A
C
E
WI
T
H
A
D
D
I
T
I
O
N
A
L
MA
N
U
F
A
C
T
U
R
E
R
S
U
P
P
L
I
E
D
H
O
R
I
Z
O
N
T
A
L
S
T
R
U
T
B
R
A
C
I
N
G
A
T
T
OP
A
N
D
B
O
T
T
O
M
CH
O
R
D
S
.
PR
O
V
I
D
E
2
"
(
N
O
M
I
N
A
L
)
S
O
L
I
D
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
J
O
I
S
T
S
AT
S
U
P
P
O
R
T
S
.
J
O
I
S
T
HA
N
G
E
R
S
A
N
D
O
T
H
E
R
M
I
S
C
E
L
L
A
N
E
O
U
S
F
R
A
M
I
N
G
A
N
C
H
O
R
S
S
H
A
LL
B
E
A
S
MA
N
U
F
A
C
T
U
R
E
D
B
Y
S
I
M
P
S
O
N
S
T
R
O
N
G
-
T
I
E
C
O
M
P
A
N
Y
O
R
E
Q
U
I
V
AL
E
N
T
W
/
C
U
R
R
E
N
T
IC
C
A
P
P
R
O
V
A
L
.
BO
T
T
O
M
P
L
A
T
E
S
(
S
O
L
E
P
L
A
T
E
S
)
EX
T
E
R
I
O
R
W
A
L
L
S
O
R
S
H
E
A
R
W
A
L
L
S
:
B
O
T
T
O
M
P
L
A
T
E
S
R
E
S
T
I
N
G
O
N
C
O
N
C
R
E
T
E
O
R
MA
S
O
N
R
Y
S
H
A
L
L
B
E
T
R
E
A
T
E
D
D
O
U
G
L
A
S
F
I
R
.
B
O
T
T
O
M
P
L
A
T
E
S
S
H
A
L
L
B
E
A
N
C
H
O
R
E
D
TO
T
H
E
F
O
U
N
D
A
T
I
O
N
W
I
T
H
C
A
S
T
-
I
N
-
P
L
A
C
E
A
N
C
H
O
R
B
O
L
T
S
E
MB
E
D
D
E
D
7
"
M
I
N
I
M
U
M
I
N
CO
N
C
R
E
T
E
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
P
R
O
V
I
D
E
M
I
N
I
M
U
M
(
1
)
A
N
C
H
O
R
B
O
L
T
LO
C
A
T
E
D
N
O
T
M
O
R
E
T
H
A
N
9
"
O
R
L
E
S
S
T
H
A
N
4
"
F
R
O
M
E
A
C
H
EN
D
O
F
E
A
C
H
B
O
T
T
O
M
PL
A
T
E
P
I
E
C
E
.
A
N
C
H
O
R
B
O
L
T
S
F
O
R
H
O
L
D
O
W
N
S
S
H
A
L
L
N
O
T
B
E
C
O
N
S
I
D
E
R
E
D
A
S
A
SH
E
A
R
W
A
L
L
A
N
C
H
O
R
B
O
L
T
.
C
A
S
T
-
I
N
-
P
L
A
C
E
A
N
C
H
O
R
B
O
L
T
S
M
AY
B
E
S
U
B
S
T
I
T
U
T
E
D
WI
T
H
P
O
S
T
-
I
N
S
T
A
L
L
E
D
A
N
C
H
O
R
S
W
I
T
H
S
A
M
E
D
I
A
M
E
T
E
R
A
N
D
SP
A
C
I
N
G
W
I
T
H
7
"
MI
N
I
M
U
M
C
O
N
C
R
E
T
E
E
M
B
E
D
M
E
N
T
.
06/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
FOU
N
D
A
T
I
O
N
P
L
A
N
C
O
P
Y
R
I
G
H
T
2
0
1
0
E
N
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
.
J
O
B
N
U
M
B
E
R
:
1
6
.
2
0
2
1
S
T
R
U
C
T
U
R
A
L
M
E
P
.
.
S
T
E
E
L
D
E
T
A
I
L
I
N
G
.
B
U
I
L
D
I
N
G
C
O
M
M
I
S
S
I
O
N
I
N
G
990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
S
1
.
1
G
R
E
A
.
M
E
Y
E
R
G
1
4
8
7
5
PROF
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
I
D
A
HO
O
F
S
T
A
T
E
L
I
C
E
N
S
E
D
0
6
/
2
7
/
2
0
1
6
0
6
/
2
7
/
2
0
1
6
C
O
P
Y
R
I
G
H
T
2
0
1
0
E
N
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
.
J
O
B
N
U
M
B
E
R
:
1
6
.
2
0
2
1
S
T
R
U
C
T
U
R
A
L
M
E
P
.
.
S
T
E
E
L
D
E
T
A
I
L
I
N
G
.
B
U
I
L
D
I
N
G
C
O
M
M
I
S
S
I
O
N
I
N
G
990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SECOND FLOOR
F
R
A
M
I
N
G
P
L
A
N
S
2
.
1
G
R
E
A
.
M
E
Y
E
R
G
1
4
8
7
5
PROF
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
I
D
A
HO
O
F
S
T
A
T
E
L
I
C
E
N
S
E
D
0
6
/
2
7
/
2
0
1
6
0
6
/
2
7
/
2
0
1
6
C
O
P
Y
R
I
G
H
T
2
0
1
0
E
N
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
.
J
O
B
N
U
M
B
E
R
:
1
6
.
2
0
2
1
S
T
R
U
C
T
U
R
A
L
M
E
P
.
.
S
T
E
E
L
D
E
T
A
I
L
I
N
G
.
B
U
I
L
D
I
N
G
C
O
M
M
I
S
S
I
O
N
I
N
G
990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
THIRD FLOOR
F
R
A
M
I
N
G
P
L
A
N
S
3
.
1
G
R
E
A
.
M
E
Y
E
R
G
1
4
8
7
5
PROF
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
I
D
A
HO
O
F
S
T
A
T
E
L
I
C
E
N
S
E
D
0
6
/
2
7
/
2
0
1
6
0
6
/
2
7
/
2
0
1
6
C
O
P
Y
R
I
G
H
T
2
0
1
0
E
N
G
I
N
E
E
R
I
N
G
S
Y
S
T
E
M
S
O
L
U
T
I
O
N
S
.
J
O
B
N
U
M
B
E
R
:
1
6
.
2
0
2
1
S
T
R
U
C
T
U
R
A
L
M
E
P
.
.
S
T
E
E
L
D
E
T
A
I
L
I
N
G
.
B
U
I
L
D
I
N
G
C
O
M
M
I
S
S
I
O
N
I
N
G
990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
ROO
F
F
R
A
M
I
N
G
P
L
A
N
S
4
.
1
G
R
E
A
.
M
E
Y
E
R
G
1
4
8
7
5
PROF
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
I
D
A
HO
O
F
S
T
A
T
E
L
I
C
E
N
S
E
D
0
6
/
2
7
/
2
0
1
6
0
6
/
2
7
/
2
0
1
6
REBAR LAP LENGTH SCHEDULE NORMAL-WEIGHT CONCRETE (145 PCF)BARf'c = 2500 PSI f'c = 4000 PSI TOP OTHER OTHERNOTES:A.VALUES IN TABLE ARE IN INCHES. LENGTHS BASED ON 60 GRADE REINF (NOT COATED) WITH CLASS B LAP SPLICES B.TOP REINF IS DEFINED AS HORIZ REINF W/ MORE THAN 12" OF CONC BELOW C.CONC STRENGTH SELECTED IN TABLE SHALL NOT EXCEED DESIGN CONC STRENGTH D.DEFORMED WIRE LENGTHS BASED ON 80 GRADE REINF (NOT COATED) WITH CLASS B LAP SPLICES A B TOP B 12 16 20 28 42 62 70 80 8816202638548292102 11416202436527888100 1102026324668102116130 144#3 #4 #5 #6 #7 #8 #9 #10 #11MIN CLR COVERMIN BAR SPACING 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0 2.04.5 4.0 3.8 3.0 3.5 3.0 3.4 3.8 4.2 STRUCTURAL ELEMENT COVER TOLERANCE FOOTING AND SLAB ON GRADE WALLS (#5 OR SMALLER)WALLS (#6 OR LARGER)BEAMS AND COLUMNS3"1 1/2"2"1 1/2"3/8"3/8"1/2"3/8"MININUM REINFORCING COVER ELEVATED SLABS
3
/
4
"
3
/
8
"
4d16 ALL OTHER REINFSTIRRUP AND TIE HOOKS OFFSET BARd6d 12d2 1/2"MINd231KEYNOTES:1.MIN FINISHED BEND DIA; 8d FOR #3 THRU #8; 10d FOR #9, 10 AND 11; 12d FOR #14 AND #18 2.EXTENSION 6d FOR #5 AND SMALLER, 12d FOR #6 THROUGH #8 3.MIN FINISHED BEND DIA FOR STIRRUPS AND TIES ONLY 5d FOR #5 AND SMALLER 6d FOR #6 THROUGH #8 NOTES:A.d = BAR DIA B.ALL REINF SHALL BE BENT COLD UNO ON PLANS OR DETAILS C.REINF SHALL NOT BE UN-BENT OR RE-BENTTYPTYPTYP d111
SH
A
L
L
O
W
T
R
E
N
C
H
B
E
L
O
W
F
T
G
DE
E
P
T
R
E
N
C
H
B
E
L
O
W
F
T
G
TR
E
N
C
H
P
A
R
A
L
L
E
L
T
O
F
T
G
1
1
1
1
2'
-
0
"
M
I
N
8
3
5
5
5
3
2
6
7
3
'
-
0
"
M
I
N
1
4
3
2
KE
Y
N
O
T
E
S
:
1.
3"
-
0
"
M
A
X
W
I
D
T
H
.
W
H
E
R
E
T
R
E
N
C
H
W
I
D
T
H
E
X
C
E
E
D
S
3'-
0
"
N
O
T
I
F
Y
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
P
R
I
O
R
T
O
PL
A
C
E
M
E
N
T
O
F
F
T
G
2.
BO
T
O
F
C
O
N
C
F
T
G
O
R
F
D
N
3.
UT
I
L
I
T
Y
P
I
P
E
4.
BA
C
K
F
I
L
L
A
N
D
R
E
C
O
M
P
A
C
T
T
R
E
N
C
H
P
E
R
S
O
I
L
RE
P
O
R
T
A
N
D
S
P
E
C
S
5.
CL
E
A
R
A
N
C
E
E
Q
T
O
S
L
E
E
V
E
D
I
A
(
6
"
M
I
N
)
6.
LE
A
N
C
O
N
C
F
I
L
L
P
L
A
C
E
P
R
I
O
R
T
O
F
T
G
PL
A
C
E
M
E
N
T
,
F
O
R
M
S
A
M
E
W
I
D
T
H
A
S
F
T
G
7.
SL
E
E
V
E
S
I
Z
E
P
E
R
C
I
V
I
L
D
W
G
.
I
F
C
I
V
I
L
S
C
H
E
D
N
O
T
PR
O
V
I
D
E
D
,
U
S
E
S
C
H
E
D
4
0
P
I
P
E
.
P
R
O
V
I
D
E
1
/
2
"
M
I
N
CL
E
A
R
A
N
C
E
A
R
O
U
N
D
U
T
I
L
I
T
Y
P
I
P
E
8.
BO
T
O
F
T
R
E
N
C
H
P
A
R
A
L
L
E
L
T
O
F
D
N
S
H
A
L
L
N
O
T
B
E
CL
O
S
E
R
T
H
A
N
1
T
O
1
S
L
O
P
E
F
R
O
M
B
O
T
E
D
G
E
O
F
FT
G
NO
T
E
S
:
A.
SE
E
T
Y
P
D
E
T
A
I
L
F
O
R
R
A
D
O
N
T
U
B
E
I
N
S
E
R
T
I
N
F
D
N
2
TY
P
C
O
R
N
E
R
IN
T
E
R
S
E
C
T
I
O
N
TY
P
LA
P
L
E
N
G
T
H
T
Y
P
L
A
P
L
E
N
G
T
H
1
KE
Y
N
O
T
E
S
:
1.
PR
O
V
I
D
E
C
O
R
N
E
R
D
O
W
E
L
T
O
M
A
T
C
H
H
O
R
I
Z
RE
I
N
F
(
L
A
P
P
E
R
G
S
N
)
1
FT
G
W
/
B
O
T
S
T
L
FT
G
W
/
T
&
B
S
T
L
TY
P
T
U
R
N
E
D
-
D
O
W
N
F
T
G
3
5
4
1
2
CL
R
3"
C
L
R
3
"
3
6
7
1
2
KE
Y
N
O
T
E
S
:
1.
CO
N
S
T
R
U
C
T
I
O
N
A
B
O
V
E
F
O
O
T
I
N
G
P
E
R
P
L
A
N
A
N
D
FT
G
D
E
T
A
I
L
S
2.
FT
G
R
E
I
N
F
3.
FT
G
W
I
D
T
H
A
N
D
/
O
R
L
E
N
G
T
H
P
E
R
F
T
G
S
C
H
E
D
4.
CO
M
P
A
C
T
E
D
S
U
B
G
R
A
D
E
P
E
R
G
S
N
5.
FT
G
T
H
I
C
K
N
E
S
S
P
E
R
F
T
G
S
C
H
E
D
6.
MI
N
F
T
G
E
M
B
E
D
M
E
N
T
D
E
P
T
H
P
E
R
P
L
A
N
7.
T.
O
.
F
I
N
A
L
C
O
M
P
A
C
T
E
D
S
U
B
G
R
A
D
E
4
C
L
R
3
"
3
5
4
1
2
C
L
R
3
"
C
L
R
2
"
CL
R3"
CL
R3"
2
3
1
3
2
4
KE
Y
N
O
T
E
S
:
1.
BA
R
L
O
C
A
T
I
O
N
N
O
T
T
O
E
X
C
E
E
D
H
A
L
F
O
F
V
E
R
T
WA
L
L
S
P
A
C
I
N
G
2.
WA
L
L
R
E
I
N
F
S
P
A
C
I
N
G
P
E
R
A
P
P
R
O
P
R
I
A
T
E
P
L
A
N
O
R
SE
C
T
I
O
N
S
3.
BA
R
L
O
C
A
T
I
O
N
(
C
O
V
E
R
+
2
"
)
4.
PR
O
V
I
D
E
C
O
R
N
E
R
D
O
W
E
L
T
O
M
A
T
C
H
H
O
R
I
Z
RE
I
N
F
(
L
A
P
P
E
R
G
S
N
)
NO
T
E
S
:
A.
CO
R
N
E
R
M
A
Y
O
R
M
A
Y
N
O
T
B
E
9
0
°
A
S
S
H
O
W
N
.
RE
F
E
R
T
O
P
L
A
N
S
1
2
2
4
SI
N
G
L
E
M
A
T
DB
L
M
A
T
18
"
18
"
2.
0
x
H
M
A
X
H
=
2
'
-
0
"
1
6
5
3
2
KE
Y
N
O
T
E
S
:
1.
FT
G
R
E
I
N
F
W
H
E
R
E
O
C
C
U
R
S
P
E
R
P
L
A
N
2.
Z-
B
A
R
(
S
)
T
O
M
A
T
C
H
F
T
G
R
E
I
N
F
3.
SU
B
G
R
A
D
E
P
R
E
P
E
R
A
T
I
O
N
P
E
R
G
S
N
4.
FT
G
D
E
P
T
H
M
I
N
5.
AD
D
L
B
E
N
T
B
A
R
T
O
M
A
T
C
H
F
T
G
R
E
I
N
F
6.
CO
N
C
F
T
G
P
E
R
P
L
A
N
T.
O
.
F
T
G
T.
O
.
F
T
G
4
DO
W
E
L
D
I
M
S
C L R3"
C L R 3 "
C
.
J
.
C
.
J
.
C.
J
.
C.
J
.
C.
J
.
MA
X
S
P
A
C
I
N
G
JO
I
N
T
S
P
A
C
I
N
G
S
C
H
E
D
U
L
E
SL
A
B
T
H
I
C
K
N
E
S
S
OP
T
I
O
N
A
-
S
A
W
C
U
T
J
O
I
N
T
S
OP
T
I
O
N
B
-
K
E
Y
E
D
J
O
I
N
T
OP
T
I
O
N
C
-
D
O
W
E
L
E
D
J
O
I
N
T
"
W
"
"L
"
1
1
1
4
2 3
3
3
5
6
1
"
C
L
R
M
I
N
6
"
3'
-
0
"
3'
-
0
"
1
"
C
L
R
M
I
N
6
"
1
"
C
L
R
7
8
7
9
KE
Y
N
O
T
E
S
:
1.
JO
I
N
T
S
P
A
C
I
N
G
P
E
R
S
C
H
E
D
2.
AL
I
G
N
C
O
N
T
R
O
L
J
O
I
N
T
S
W
/
C
O
L
(
W
H
E
R
E
O
C
C
U
R
S
)
3.
PR
O
V
I
D
E
(
2
)
#
4
x
4
8
M
I
D
-
H
T
S
L
A
B
B
A
R
S
A
D
J
A
C
E
N
T
TO
A
L
L
D
I
S
C
O
N
T
I
N
U
O
U
S
J
O
I
N
T
L
O
C
A
T
I
O
N
S
4.
WH
E
R
E
C
O
N
T
R
O
L
J
O
I
N
T
S
E
C
T
I
O
N
S
A
R
E
RE
C
T
A
N
G
U
L
A
R
,
T
H
E
L
E
N
G
T
H
"
L
"
S
H
A
L
L
N
O
T
EX
C
E
E
D
1
.
5
T
I
M
E
S
T
H
E
W
I
D
T
H
"
W
"
5.
SA
W
C
U
T
J
O
I
N
T
D
E
P
T
H
E
Q
T
O
1
/
4
S
L
A
B
T
H
I
C
K
N
E
S
S
6.
CO
M
P
A
C
T
E
D
S
U
B
G
R
A
D
E
P
E
R
G
S
N
7.
CO
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
8.
2x
4
C
O
N
T
T
A
P
E
R
E
D
K
E
Y
9.
1/
2
"
Ø
x
1
2
"
S
M
O
O
T
H
D
O
W
E
L
A
T
2
4
"
O
.
C
.
W
R
A
P
T
O
PR
E
V
E
N
T
B
O
N
D
T
O
C
O
N
C
(
C
E
N
T
E
R
I
N
S
L
A
B
TH
I
C
K
N
E
S
S
A
T
J
O
I
N
T
)
NO
T
E
S
:
A.
C.
J
.
D
E
N
O
T
E
S
C
O
N
T
R
O
L
J
O
I
N
T
B.
US
E
D
O
W
E
L
E
D
O
R
K
E
Y
E
D
J
O
I
N
T
A
T
S
L
O
P
E
TR
A
N
S
I
T
I
O
N
S
I
N
R
A
M
P
S
A
T
C
O
N
C
S
L
A
B
O
N
G
R
A
D
E
OR
C
O
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
S
C.
SA
W
C
U
T
S
S
H
A
L
L
B
E
M
A
D
E
S
O
O
N
E
N
O
U
G
H
T
O
PR
E
V
E
N
T
S
H
R
I
N
K
A
G
E
C
R
A
C
K
I
N
G
,
B
U
T
N
O
T
S
O
SO
O
N
A
S
T
O
C
A
U
S
E
S
P
A
L
L
I
N
G
D.
ZI
P
S
T
R
I
P
O
R
T
O
O
L
E
D
J
O
I
N
T
M
A
Y
B
E
U
S
E
D
I
N
L
I
E
U
OF
S
A
W
C
U
T
4"5"6"7"8"
15
'
12
.
5
'
10
'
17
.
5
'
18
'
6 6
3'-
0
"
3'
-
0
"
KE
Y
N
O
T
E
S
:
1.
CO
N
C
S
L
A
B
O
N
G
R
A
D
E
P
E
R
P
L
A
N
2.
'Z
'
B
A
R
T
O
M
A
T
C
H
S
L
A
B
R
E
I
N
F
,
L
A
P
P
E
R
T
Y
P
I
C
A
L
RE
B
A
R
L
A
P
S
C
H
E
D
U
L
E
3.
SL
A
B
R
E
I
N
F
P
E
R
P
L
A
N
4.
CO
M
P
A
C
T
E
D
S
U
B
G
R
A
D
E
P
E
R
G
S
N
P
E
R
A
R
C
H
1
2
"
M
A
X
6
"
M
I
N
12
"
M
I
N
3
2
3
41
R
E
Q
'
D
1
'
-
0
"
M
I
N
T
H
I
C
K
E
N
A
S
MI
N
1'
-
6
"
1
2
3
4
M
I
N
5
"
MIN
1'
-
6
"
1
2
3
4
KE
Y
N
O
T
E
S
:
1.
4"
Ø
M
A
X
P
V
C
R
A
D
O
N
T
U
B
E
2.
CO
N
C
F
D
N
P
E
R
P
L
A
N
3.
RE
I
N
F
P
E
R
P
L
A
N
4.
SU
B
G
R
A
D
E
P
R
E
P
A
R
A
T
I
O
N
P
E
R
G
S
N
NO
T
E
S
:
A.
IN
S
E
R
T
I
O
N
S
I
N
F
D
N
S
H
A
L
L
N
O
T
O
C
C
U
R
A
T
B
U
I
L
T
-
U
P
PO
S
T
S
O
R
A
T
S
T
U
D
L
O
C
A
T
I
O
N
S
N O T F O R CONSTRUCTION PRELIMINARY CAMPUS COURTYARD II - BLDG A REXBURG, IDAHO PROJECT NO,DATE:DRAWN BY:PROJECT:REVISIONSSHEET TITLE:CHECKED BY:DRAWING NO.:JOB NUMBER:THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS AND SHALL NOT BE REPRODUCED IN ANY FORM W ITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED.COPYRIGHT 2013 ENGINEERING SYSTEM SOLUTIONS1677 EUREKA ROAD STE. #101 ROSEVILLE, CA 95661 PHONE: (916) 780-20303632 N RANCHO DRIVE LAS VEGAS, NV 89130 PHONE: (702) 616-31074943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 PHONE: (208) 552-9874ENGINEERING SYSTEM SOLUTIONS STRUCTURAL • MEP • BUILDING COMMISSIONING www.es2eng.com BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS S5.104/21/2016 SWY SDG16.2012 16.2012TYPICAL CONCRETE DETAILSS5.1CONCRETE REBAR LAP SCHEDULE 1 TDC001 S5.1MINIMUM COVER FOR REINFORCING STEEL 2 TDC003 S5.1STANDARD REBAR BENDING DETAILS 3 TDC004
S5
.
1
TY
P
I
C
A
L
U
T
I
L
I
T
Y
T
R
E
N
C
H
A
T
C
O
N
T
I
N
U
O
U
S
F
O
O
T
I
N
G
4
TD
C
0
0
5
S5
.
1
TY
P
I
C
A
L
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
R
E
I
N
F
O
R
C
I
N
G
A
T
I
N
T
E
R
S
E
C
T
I
O
NS
5
TD
C
0
0
7
S5
.
1
TY
P
I
C
A
L
F
O
O
T
I
N
G
6
TD
C
0
0
6
S5
.
1
TY
P
I
C
A
L
C
O
N
C
R
E
T
E
W
A
L
L
R
E
I
N
F
O
R
C
I
N
G
A
T
C
O
R
N
E
R
7
TD
C
0
0
8
S5
.
1
TY
P
I
C
A
L
S
T
E
P
P
E
D
F
O
O
T
I
N
G
8
TD
C
0
1
5
S5
.
1
TY
P
I
C
A
L
C
O
N
T
R
O
L
J
O
I
N
T
I
N
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
9
TD
C
0
0
9
S5
.
1
TY
P
I
C
A
L
S
L
A
B
S
T
E
P
10
TD
C
0
1
6
S5
.
1
RA
D
O
N
T
U
B
E
I
N
S
E
R
T
T
H
R
O
U
G
H
F
O
U
N
D
A
T
I
O
N
11
TD
C
0
1
3
06/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
NOTES:A.LAP REINF BARS AS SHOWN IN TABLE. STAGGER HORIZ REINF LAP SPLICES A MIN OF 60 BAR DIA (UNO)B.LENGTHS SHOWN ACCOMODATE A 2 1/2" MIN CLR COVER C.f'm = 1500 PSI MASONRY REINFORCING LAP SCHEDULE BAR LAP LENGTH #3 #4 #5 #620"24"36"60"31 4KEYNOTES:1.(2) #5 VERT MIN 2.LAP PER TYP DETAIL "MASONRY REBAR LAP SCHEDULE - LRFD"3.MASONRY WALL PER PLAN 4.CORNER BARS TO MATCH SIZE AND SPACE OF HORIZ REINF IN WALL NOTES:A.GROUT SOLID (5) CELLS AT CORNER B.90° CORNER SHOWN, ALSO APPLICABLE AT OTHER CORNER ANGLES2 2 1/2"Ø 8"SIZE EMBEDMENTBOLT EMBEDMENT SCHEDULE 5341KEYNOTES:1.SHADE DENOTES MIN SOLID GROUTED CELLS 2.ANCHORS PLACED IN DRILLED HOLES IN FACE OF SHELL SHALL BE ALLOWED TO CONTACT MASONRY UNIT SHELL 3.MACHINE BOLT OR AB PER GSN 4.MASONRY WALL PER PLAN 5.FOR EMBEDMENT OF BOLTS USE SCHED UNO 5/8"Ø 3/4"Ø 7/8"Ø 1"Ø7"6"5"4"2MIN8"MIN 8"MIN 1/2"
3
1 2
KE
Y
N
O
T
E
S
:
1.
MA
S
O
N
R
Y
W
A
L
L
P
E
R
P
L
A
N
2.
MI
N
#
4
B
A
R
T
O
E
X
T
E
N
D
2
4
"
B
E
Y
O
N
D
H
E
A
D
E
D
ST
U
D
A
T
E
A
H
E
A
D
E
D
S
T
U
D
L
O
C
A
T
I
O
N
.
A
D
D
A
S
RE
Q
'
D
3.
AN
C
H
O
R
S
P
A
S
S
I
N
G
T
H
R
O
U
G
H
F
A
C
E
S
H
E
L
L
O
F
BL
O
C
K
S
H
A
L
L
B
E
A
L
L
O
W
E
D
T
O
C
O
N
T
A
C
T
S
H
E
L
L
4.
ST
E
E
L
E
M
B
E
D
P
L
P
E
R
D
E
T
A
I
L
S
4
1
3
2
KE
Y
N
O
T
E
S
:
1.
AN
C
H
O
R
I
N
S
T
A
L
L
A
T
I
O
N
N
O
T
A
L
L
O
W
E
D
I
N
H
A
T
C
H
E
D
AR
E
A
S
2.
MA
S
O
N
R
Y
W
A
L
L
P
E
R
P
L
A
N
3.
CO
N
T
M
O
R
T
A
R
J
O
I
N
T
1
3
/
8
"
1
3
/
8
"
1
3
/
8
"
SE
C
T
I
O
N
"
A
"
C
O
N
T
R
O
L
J
O
I
N
T
T
Y
P
E
1
3
__
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-A
1
KE
Y
N
O
T
E
S
:
1.
CO
N
T
V
E
R
T
C
O
N
T
R
O
L
J
O
I
N
T
.
C
A
U
L
K
I
N
G
O
F
W
A
L
L
CO
N
T
R
O
L
J
O
I
N
T
P
E
R
A
R
C
H
2.
MI
N
(
2
)
V
E
R
T
B
A
R
S
O
N
E
A
S
I
D
E
O
F
A
L
L
C
O
N
T
R
O
L
JO
I
N
T
S
,
U
N
O
3.
CO
N
T
H
O
R
I
Z
B
A
R
.
S
E
E
P
L
A
N
N
O
T
E
S
F
O
R
H
O
R
I
Z
BA
R
S
P
A
C
I
N
G
T
H
R
O
U
G
H
C
O
N
T
R
O
L
J
O
I
N
T
4.
TE
R
M
I
N
A
T
E
A
L
L
H
O
R
I
Z
R
E
I
N
F
2
"
F
R
O
M
C
O
N
T
R
O
L
JO
I
N
T
S
NO
T
E
S
:
A.
CO
N
T
R
O
L
J
O
I
N
T
S
S
H
A
L
L
B
E
A
M
I
N
O
F
3
2
"
HO
R
I
Z
O
N
T
A
L
L
Y
F
R
O
M
A
N
O
P
E
N
I
N
G
,
U
N
O
B.
HO
R
I
Z
R
E
I
N
F
A
T
R
O
O
F
A
N
D
F
L
R
T
O
E
X
T
E
N
D
C
O
N
T
TH
R
O
U
G
H
C
O
N
T
R
O
L
J
O
I
N
T
A
S
S
H
O
W
N
I
N
T
Y
P
E
1
C.
LI
N
T
E
L
R
E
I
N
F
S
H
A
L
L
B
E
C
O
N
T
I
N
U
O
U
S
A
S
S
H
O
W
N
I
N
TY
P
E
1
D.
FO
R
E
X
P
A
N
S
I
O
N
J
O
I
N
T
S
W
H
E
R
E
D
E
S
I
G
N
A
T
E
D
O
N
PL
A
N
S
U
S
E
T
Y
P
E
2
SE
C
T
I
O
N
"
A
"
C
O
N
T
R
O
L
J
O
I
N
T
T
Y
P
E
2
4
22
1
1
TY
P
W
A
L
L
TY
P
W
A
L
L
J
A
M
B
2 2
1
3
KE
Y
N
O
T
E
S
:
1.
TY
P
W
A
L
L
R
E
I
N
F
P
E
R
P
L
A
N
2.
EL
E
C
T
R
I
C
A
L
C
O
N
D
U
I
T
.
L
O
C
A
T
E
I
N
C
E
L
L
S
W
/
O
V
E
R
T
RE
I
N
F
3.
JA
M
B
R
E
I
N
F
P
E
R
P
L
A
N
KE
Y
N
O
T
E
S
:
1.
(2
)
#
4
H
O
R
I
Z
M
I
N
A
T
T
.
O
.
P
A
R
A
P
E
T
2.
TY
P
V
E
R
T
W
A
L
L
R
E
I
N
F
P
E
R
P
L
A
N
/
S
C
H
E
D
.
P
R
O
V
I
D
E
HO
O
K
E
D
D
O
W
E
L
S
I
N
T
O
F
T
G
T
O
M
A
T
C
H
A
N
D
L
A
P
3.
(2
)
#
5
H
O
R
I
Z
M
I
N
A
T
R
O
O
F
A
N
D
F
L
R
L
I
N
E
S
U
N
O
O
N
PL
A
N
S
.
E
X
T
E
N
D
C
O
N
T
T
H
R
O
U
G
H
C
O
N
T
R
O
L
J
O
I
N
T
S
4.
TY
P
H
O
R
I
Z
W
A
L
L
R
E
I
N
F
P
E
R
P
L
A
N
/
S
C
H
E
D
T.
O
.
P
A
R
A
P
E
T
T.
O
.
R
O
O
F
T.
O
.
F
L
R
1
3 3 4
2
N O T F O R CONSTRUCTION PRELIMINARY CAMPUS COURTYARD II - BLDG A REXBURG, IDAHO PROJECT NO,DATE:DRAWN BY:PROJECT:REVISIONSSHEET TITLE:CHECKED BY:DRAWING NO.:JOB NUMBER:THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS AND SHALL NOT BE REPRODUCED IN ANY FORM W ITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED.COPYRIGHT 2013 ENGINEERING SYSTEM SOLUTIONS1677 EUREKA ROAD STE. #101 ROSEVILLE, CA 95661 PHONE: (916) 780-20303632 N RANCHO DRIVE LAS VEGAS, NV 89130 PHONE: (702) 616-31074943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 PHONE: (208) 552-9874ENGINEERING SYSTEM SOLUTIONS STRUCTURAL • MEP • BUILDING COMMISSIONING www.es2eng.com BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS S5.204/21/2016 SWY SDG16.2012 16.2012TYPICAL MASONARY DETAILSS5.2MASONRY REBAR LAP SCHEDULE - LRFD 1 TDM001 S5.2PLAN - TYPICAL MASONRY CORNER 2 TDM002 S5.2TYPICAL ANCHOR BOLT EMBEDMENT 3 TDM004
S5
.
2
TY
P
I
C
A
L
E
M
B
E
D
P
L
A
T
E
I
N
S
T
A
L
L
A
T
I
O
N
A
T
M
A
S
O
N
R
Y
W
A
L
L
4
TD
M
0
0
5
S5
.
2
IN
S
T
A
L
L
A
T
I
O
N
O
F
E
X
P
A
N
S
I
O
N
A
N
C
H
O
R
S
I
N
M
A
S
O
N
R
Y
W
A
L
L
S
5
TD
M
0
0
6
S5
.
2
TY
P
I
C
A
L
M
A
S
O
N
R
Y
C
O
N
T
R
O
L
J
O
I
N
T
6
TD
M
0
0
7
S5
.
2
CO
N
D
U
I
T
P
L
A
C
E
M
E
N
T
I
N
M
A
S
O
N
R
Y
W
A
L
L
S
7
TD
M
0
1
5
S5
.
2
TY
P
I
C
A
L
M
A
S
O
N
R
Y
W
A
L
L
8
TD
M
0
1
2
06/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
MEMBER DESIGNATION GRADE (Fy)W SHAPE AND STRUCTURAL TEE CHANNELS, TEES, AND ANGLES BARS AND PLATES STRUCTURAL PIPE HSS (RECTANGULAR TUBE)HIGH STRENGTH BOLTS NUTS HARDENED STEEL WASHERS LOAD INDICATOR WASHER ANCHOR BOLTS (ANCHOR RODS)MACHINE BOLTS HEADED STUDS THREADED ROD OTHER STRUCTURAL STEELASTM A992 GRADE 50 ASTM A36 ASTM A36 ASTM A53 (GRADE B)ASTM A500 (GRADE B)ASTM A325-N ASTM A563 ASTM F436 ASTMF959 ASTM F1554 (W/ WELDABILITY SUPPLEMENT S1)ASTM A307 ASTM A108 (TYPE B)ASTM A36 ASTM A3650 KSI 36 KSI 36 KSI 35 KSI 46 KSI ----36 KSI --36 KSI 36 KSI TYPE A TYPE BTYPE C TYPE D1 1/2"TYP3"3"MIN1 111111 122 2 2KEYNOTES:1.AISC MIN EDGE DISTANCE TYP 2.1/4" FOR BASE PL UP TO 5/8" THICK, 5/16" FOR BASE PL MORE THAN 5/8" THICK UNO 3.ALT CLIPPED CORNER NOTES:A.COORDINATE THIS DETAIL W/ THE COLUMN SCHEDULE B.BASE PL DIMS PER PLAN OR SCHED C.BASE CONNECTIONS MAY REQUIRE MORE THAN (4)AB SHOWN. SIZE, TYPE, AND NUMBER OF BOLTS PER PLAN OR SCHED3/8"MIN3/8"MIN 1 1/2"1 1/2"3/8"MIN3/8"MINMIN1 1/2"3 KEYNOTES:1.SHEAR PL TO EQ OR EXCEED BEAM WEB THICKNESS 3/8" MIN OR AS SHOWN OTHERWISE 2.AISC MIN EDGE DISTANCE 3.HORIZ SHORT SLOTTED HOLES AT 3" O.C. MIN IN EITHER BEAM OR SHEAR PL PER AISC SPEC 4.1/2" CLEAR TO FACE OF SUPPORTING MEMBER (TYP)5.5/16" FOR 21" DEEP BEAMS OR LESS, 3/8" FOR BEAMS 24" OR GREATER NOTES:A.TYP CONNECTION CONSISTS OF ONE SHEAR PL W/3/4"Ø OR 7/8"Ø A325N BOLTS PER SCHED B.MAINTAIN BOLT SPACING AND EDGE DISTANCE PER AISC SPECNOMINAL BEAM DEPTH "D"NUMBER OF BOLTS IN ROW 1432155UP TO 7"8" TO 10"12" TO 14"16"18"21"24" TO 27"30"33"36"(2) 3/4" Ø (2) 3/4" Ø (3) 3/4" Ø (4) 3/4" Ø (5) 3/4" Ø (6) 3/4" Ø (7) 7/8" Ø (8) 7/8" Ø (9) 7/8" Ø (10) 7/8" Ø 2
5
2
6
3
4
1
KE
Y
N
O
T
E
S
:
1.
ST
L
D
E
C
K
P
E
R
P
L
A
N
2.
CE
N
T
E
R
L
I
N
E
O
F
I
N
T
E
R
M
E
D
I
A
T
E
S
U
P
P
O
R
T
P
E
R
PL
A
N
3.
DE
C
K
A
T
T
A
C
H
M
E
N
T
A
T
P
E
R
I
M
E
T
E
R
S
U
P
P
O
R
T
S
,
TY
P
E
A
N
D
S
P
A
C
I
N
G
P
E
R
P
L
A
N
4.
CE
N
T
E
R
L
I
N
E
O
F
E
N
D
S
U
P
P
O
R
T
P
E
R
P
L
A
N
5.
DE
C
K
A
T
T
A
C
H
M
E
N
T
,
T
Y
P
E
A
N
D
S
P
A
C
I
N
G
P
E
R
P
L
A
N
6.
SID
E
S
E
A
M
,
A
T
T
A
C
H
P
E
R
P
L
A
N
NO
T
E
S
:
A.
DE
C
K
A
T
T
A
C
H
M
E
N
T
S
S
H
O
W
N
M
A
Y
B
E
S
P
O
T
WE
L
D
S
,
S
C
R
E
W
S
,
O
R
S
H
O
T
P
I
N
S
5
4
1
2
3
4
1 3
SIN
G
L
E
R
O
W
B
O
L
T
S
DO
U
B
L
E
R
O
W
B
O
L
T
S
MA
S
O
N
R
Y
SI
N
G
L
E
R
O
W
B
O
L
T
S
DO
U
B
L
E
R
O
W
B
O
L
T
S
CO
N
C
R
E
T
E
2
1
1
1/
3
D
2d
b
2d
b
8d
b
MIN
2
3
3
2 2d
b
2d
b
8d
b
MIN
2/
3
D
D D
1/
3
D
2/
3
D
KE
Y
N
O
T
E
S
:
1.
WA
L
L
P
E
R
P
L
A
N
2.
ST
E
E
L
L
E
D
G
E
R
M
E
M
B
E
R
P
E
R
S
C
H
E
D
3.
AN
C
H
O
R
A
G
E
P
E
R
S
C
H
E
D
4.
EM
B
E
D
P
E
R
S
C
H
E
D
NO
T
E
S
:
A.
db
I
N
D
I
C
A
T
E
S
D
I
A
O
F
A
N
C
H
O
R
CS
L
3
3
L
3
x
3
x
3
/
8
3/
4
"
Ø
x
6
"
E
M
B
E
D
H
E
A
D
E
D
A
B
@
1
6
"
O
.
C
.
(2
)
3
/
4
"
Ø
x
6
"
E
M
B
E
D
H
E
A
D
E
D
A
B
@
1
6
"
O
.
C
.
5/
8
"
Ø
x
6
"
E
M
B
E
D
H
E
A
D
E
D
A
B
@
2
4
"
O
.
C
.
LE
D
G
E
R
S
C
H
E
D
U
L
E
MA
R
K
ME
M
B
E
R
CO
N
N
E
C
T
I
O
N
5/
8
"
Ø
x
6
"
E
M
B
E
D
H
E
A
D
E
D
A
B
@
2
4
"
O
.
C
.
CS
L
4
4
CS
L
5
5
CS
L
C
1
2
L4
x
4
x
3
/
8
L5
x
5
x
5
/
8
C1
2
x
2
0
.
7
N O T F O R CONSTRUCTION PRELIMINARY CAMPUS COURTYARD II - BLDG A REXBURG, IDAHO PROJECT NO,DATE:DRAWN BY:PROJECT:REVISIONSSHEET TITLE:CHECKED BY:DRAWING NO.:JOB NUMBER:THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS AND SHALL NOT BE REPRODUCED IN ANY FORM W ITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED.COPYRIGHT 2013 ENGINEERING SYSTEM SOLUTIONS1677 EUREKA ROAD STE. #101 ROSEVILLE, CA 95661 PHONE: (916) 780-20303632 N RANCHO DRIVE LAS VEGAS, NV 89130 PHONE: (702) 616-31074943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 PHONE: (208) 552-9874ENGINEERING SYSTEM SOLUTIONS STRUCTURAL • MEP • BUILDING COMMISSIONING www.es2eng.com BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS S5.304/21/2016 SWY SDG16.2012 16.2012TYPICAL STEEL DETAILSS5.3STEEL MEMBER ASTM STANDARDS AND PROPERTIES 1 TDS001 S5.3TYPICAL STEEL COLUMN BASE PLATE - PLAN 2 TDS002 S5.3TYPICAL SHEAR PLATE CONNECTION DETAIL 3 TDS003
S5
.
3
TY
P
I
C
A
L
S
T
E
E
L
D
E
C
K
A
T
T
A
C
H
M
E
N
T
4
TD
S
0
0
4
S5
.
3
TY
P
I
C
A
L
S
T
E
E
L
L
E
D
G
E
R
A
T
M
A
S
O
N
R
Y
/
C
O
N
C
R
E
T
E
W
A
L
L
6
06/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
7/16"THICKNESS GRADE/MATERIALS USE SPAN RATINGBOUNDARY/EDGE NAILING FIELD NAILING 15/32"1/2"19/32"5/8"23/32"3/4" T&G 7/8" T&G 1 1/8" T&GOSBCDXCDXCDXCDX CDXOSBOSBOSBWALLS/ROOF ROOF FLOORWALLS/ROOF WALLS/ROOF ROOF ROOF/FLOOR FLOOR FLOOR24/16 32/16 32/16 40/20 40/20 48/24 48/24 60/32 60/328d AT 6" O.C.8d AT 6" O.C.8d AT 6" O.C.8d AT 6" O.C.8d AT 6" O.C.10d AT 6" O.C.10d AT 6" O.C.10d AT 6" O.C.10d AT 6" O.C.8d AT 12" O.C.10d AT 12" O.C.8d AT 12" O.C.10d AT 12" O.C.8d AT 12" O.C.10d AT 12" O.C.8d AT 12" O.C.8d AT 12" O.C.10d AT 12" O.C.SSTB BOLT SIMPSON HOLDOWN MIN EMBED ALL-THREAD DIAMONO POUR TWO POUR * SSTBL MODELS SHALL BE PROVIDED AT HOLDOWNS ON (2) 2x AND 3x SILL PL ** HDU5 EPOXY ALTERNATE CANNOT BE USED WHERE TOP RE INFORCING DOES NOT OCCUR *** HILTI EPOXY OPTION CANNOT BE USED WHERE TOP REI NFORCING DOES NOT OCCUR ALL EPOXY ALTERNATES NEED MIN 14" END DISTANCE FOR CORNER APPLICATION STEM WALL APPLICATION: PROVIDE MIN 6" STEM WALL. FO R SSTB28, SSTB34, AND SB1x30, PROVIDE MIN 8" STEM W ALL.EPOXY ALTERNATES CAN NOT BE USED ON STEMWALLS (2) BOLTS REQUIRE (2) HOLDOWNS EMBEDMENT IS MEASURED FROM FINISHED FLOOR FOR MONOT HILIC POURS. FOR TWO POOR CONDITIONS, EMBEDMENT IS MEASURED FROM FIRST POUR SURFACE.EQUIVALENT STRAP TIE HOLDOWNS AT CONTRACTOR'S OPTION, THE FOLLOWING STRAP TIE HOL DOWNS MAY BE SUBSTITUTED FOR BOLTED HOLDOWNS SPECIFIED ON THE PLANS:HDU2=STHD10 (MIN 6" STEM WALL)HTT4=STHD14 (MIN 6" STEM WALL)SIMPSON HOLDOWN MIN POST SIZE SIMPSON HOLDOWN MIN POST SIZEHTT4HTT5HDU2HDU4HDU5HDU8HDU11HDU14N/A5/8"(2) 5/8"(2) 5/8" **N/A5/8"(2) 5/8"N/ASSTB16*SSTB24*SSTB16*SSTB24*SSTB28*SSTB28*SSTB28*SB1x30SSTB20*SSTB34 SSTB20*SSTB34 SSTB34 SSTB34 SSTB34 --ALL HOLDOWNS, UNO HDU11 HDU14(2) 2x 6x6 6x6DBL HOLDOWNS, UNO (2) HDU11 (2) HDU148x or 6x6 6x8 6x8EPOXY GROUTED ALTERNATE INTERIOR 6x WALLS (MIN 9" EDGE DISTANCE)EXTERIOR 6x WALLS (MIN 2.75" EDGE DISTANCE)ALL-THREAD DIAMIN EMBED N/AN/A N/A N/AN/A N/A9"9"9"9"9"(2) 5/8"(2) 5/8"N/A(2) 5/8"(2) 5/8"N/AN/A N/A11"13" ***N/A9"13" ***RAFTER OR TRUSS TO PL, TOE NAIL MULTIPLE KING STUDS AND/OR TRIMMER STUDSBRIDGING TO JOIST, TOENAIL EA END SOLE PL TO JOIST OR BLKG, FACE NAIL TOP PL TO STUD, END NAIL TO EA STUD DBL STUDS, FACE NAIL, UNO DBL TOP PL, FACE NAIL, UNO TOP PL, LAPS AND INTERSECTIONS, FACE NAIL CEILING JOISTS TO PL, TOENAIL CEILING JOISTS TO PARALLEL RAFTERS, FACE NAILCEILING JOISTS, LAPS OVER PARTITIONS, FACE NAILCONT HEADER TO STUD, TOENAILSTUD TO SOLE PL(2) 16d OR (3) 3"-8d(2) 8d (4) 8d TOENAILS OR (2) 16d END NAILS 16d AT 16" OR 3"-8d AT 12" O.C.16d AT 16" OR 3"-8d AT 8" O.C.16d AT 24" OR 3"-8d AT 8" O.C.(4) 8d(3) 8d (3) 8d(3) 16d OR (4) 3"-8d(3) 16d OR (4) 3"-8d(2) 16d OR (3) 3"-8dJOIST OR TRUSS BEARING ON PL OR GIRDER, TOENAIL
(
3
)
16d STUD TO 3x SOLE PL, END NAIL (2) 20d KING STUD/POST TO HEADER (6) 16d FACE NAIL OR (10) 16d TOE NAILBUILT-UP CORNER STUDS, UNO 16d AT 24" OR 3"-8d AT 16" O.C.KING STUD/POST TO TRIMMER STUD/ POST
1
6
d
F
A
C
E
N
A
I
L
A
T 24" O.C. OR 16d TOE NAIL AT 12" O.C.16d FACE NAIL AT 24" O.C. OR 16d TOE NAIL AT 12" O.C.OR (3) 3"-8d END NAILSCONNECTIONNAILING NOTES:A.MIN NAILING SPECIFIED HERE IN SHALL BE PROVIDED UNO ON PLANS, DETAILS, OR GSN. 8d COMMON NAILS TO BE U SED. 16d NAILS MAY BE EITHER COMMON OR SINKER B.NAILING NOT NOTED OTHERWISE SHALL BE PER IBC TABLE 2304.9.1
3
1
/
2
"
5
1
/
2
"
1 2
1 2
2 1
1
1
1
1
1
3
3
KE
Y
N
O
T
E
S
:
1.
16
d
N
A
I
L
S
S
T
A
G
G
E
R
E
D
A
T
8
"
O
.
C
.
A
S
S
H
O
W
N
2.
(3
)
R
O
W
S
O
F
1
6
d
N
A
I
L
S
A
T
8
"
O
.
C
.
A
T
1
4
"
M
E
M
B
E
R
S
OR
D
E
E
P
E
R
A
S
S
H
O
W
N
3.
PL
Y
W
O
O
D
S
P
A
C
E
R
-
3
"
W
I
D
E
B
Y
B
E
A
M
D
E
P
T
H
(
M
I
N
)
(2
)
2
x
M
E
M
B
E
R
S
(3
)
2
x
M
E
M
B
E
R
S
(2
)
L
V
L
M
E
M
B
E
R
S
(3
)
L
V
L
M
E
M
B
E
R
S
1
4
"
3
1
/
2
"
5
1
/
2
"
4
KE
Y
N
O
T
E
S
:
1.
2x
4
B
L
O
C
K
W
/
(
3
)
1
6
d
T
O
E
N
A
I
L
S
E
A
E
N
D
2.
2x
4
D
I
A
G
B
R
A
C
E
A
T
2
4
'
-
0
"
O
.
C
.
A
L
O
N
G
L
A
T
E
R
A
L
BR
A
C
I
N
G
P
E
R
K
E
Y
N
O
T
E
3
W
/
(
3
)
1
6
d
E
A
E
N
D
3.
2x
4
B
O
T
C
H
O
R
D
L
A
T
E
R
A
L
B
R
A
C
I
N
G
A
T
8
'
-
0
"
O
.
C
.
MA
X
(
O
R
P
E
R
N
O
T
E
A
B
E
L
O
W
)
W
/
(
2
)
1
6
d
N
A
I
L
S
T
O
EA
B
O
T
C
H
O
R
D
4.
PR
E
M
A
N
U
F
A
C
T
U
R
E
D
W
O
O
D
T
R
U
S
S
E
S
NO
T
E
S
:
A.
L
O
C
A
T
I
O
N
A
N
D
M
A
X
S
P
A
C
I
N
G
O
F
L
A
T
E
R
A
L
BR
A
C
I
N
G
F
O
R
B
O
T
C
H
O
R
D
S
P
E
R
T
R
U
S
S
CA
L
C
U
L
A
T
I
O
N
S
A
N
D
S
H
O
P
D
W
G
S
2
1
3
(3
)
1
6
d
N
A
I
L
S
SI
M
P
S
O
N
H
A
N
G
E
R
2 x
4
2
x
6
O
R
LA
R
G
E
R
CO
N
N
E
C
T
I
O
N
JO
I
S
T
1 2
3
2
1
KE
Y
N
O
T
E
S
:
1.
JO
I
S
T
C
O
N
N
E
C
T
I
O
N
B
E
L
O
W
W
I
T
H
N
A
I
L
S
O
R
SI
M
P
S
O
N
H
A
N
G
E
R
P
E
R
P
L
A
N
2.
WO
O
D
R
O
O
F
J
O
I
S
T
O
R
R
A
F
T
E
R
3.
PR
E
F
A
B
W
O
O
D
R
O
O
F
T
R
U
S
S
,
G
I
R
D
E
R
T
R
U
S
S
O
R
HIP
T
R
U
S
S
3
4
2
5
1
2
3
KE
Y
N
O
T
E
S
:
1.
3/
8
"
O
R
1
/
2
"
S
O
L
I
D
P
L
Y
W
O
O
D
P
A
N
E
L
W
I
T
H
8
d
A
T
6
"
O.
C
.
A
T
E
D
G
E
S
.
W
H
E
R
E
S
H
E
A
R
W
A
L
L
O
C
C
U
R
S
BE
L
O
W
,
I
N
C
R
E
A
S
E
S
H
T
G
A
N
D
N
A
I
L
I
N
G
T
O
M
A
T
C
H
2.
NA
I
L
T
&
B
C
H
O
R
D
T
O
F
R
A
M
I
N
G
P
E
R
D
E
T
A
I
L
S
O
R
SC
H
E
D
3.
SO
L
I
D
2
x
M
I
N
B
L
K
G
A
T
E
A
E
D
G
E
O
F
P
L
Y
W
O
O
D
PA
N
E
L
,
A
N
C
H
O
R
T
O
A
D
J
A
C
E
N
T
T
R
U
S
S
/
J
O
I
S
T
W
/
(
6
)
16
d
F
A
C
E
N
A
I
L
S
U
N
O
4.
SO
L
I
D
2
x
F
R
A
M
I
N
G
A
T
E
D
G
E
S
O
F
B
L
O
C
K
-
T
R
U
S
S
PL
A
T
C
O
R
N
E
R
S
P
E
R
M
F
R
5.
SO
L
I
D
2
x
D
I
A
G
T
O
P
R
O
V
I
D
E
A
D
E
Q
U
A
T
E
L
A
T
E
R
A
L
ST
R
E
N
G
T
H
,
A
S
P
E
R
N
O
T
E
C
NO
T
E
S
:
A.
SH
E
A
R
P
A
N
E
L
U
S
I
N
G
E
I
T
H
E
R
P
L
Y
W
O
O
D
P
A
N
E
L
OR
P
R
E
F
A
B
T
R
U
S
S
B
L
K
G
T
O
B
E
I
N
S
T
A
L
L
E
D
P
E
R
DE
T
A
I
L
S
B.
BL
K
G
A
T
T
O
P
E
D
G
E
T
O
B
E
V
E
R
T
W
H
E
R
E
IN
S
T
A
L
L
E
D
U
N
D
E
R
L
O
A
D
B
E
A
R
I
N
G
W
A
L
L
S
OT
H
E
R
W
I
S
E
B
L
K
G
M
A
Y
L
A
Y
V
E
R
T
O
R
H
O
R
I
Z
C.
TR
U
S
S
M
F
R
T
O
D
E
S
I
G
N
P
R
E
F
A
B
B
L
K
G
F
O
R
LA
T
E
R
A
L
F
O
R
C
E
O
F
3
6
0
#
PL
Y
W
O
O
D
S
H
E
A
R
P
A
N
E
L
PR
E
F
A
B
T
R
U
S
S
B
L
O
C
K
I
N
G
1
3
4 5
6
7
2
KE
Y
N
O
T
E
S
:
1.
CO
N
T
D
B
L
2
x
T
O
P
P
L
P
E
R
T
Y
P
I
C
A
L
L
A
P
S
P
L
I
C
E
DE
T
A
I
L
2.
AT
T
A
C
H
T
O
P
P
L
P
E
R
T
Y
P
N
A
I
L
I
N
G
S
C
H
E
D
U
N
O
3.
2x
W
O
O
D
S
T
U
D
W
A
L
L
P
E
R
P
L
A
N
4.
(2
)
V
E
R
T
R
O
W
S
O
F
1
6
d
N
A
I
L
S
A
T
2
"
O
.
C
.
I
N
T
O
E
N
D
OF
B
E
A
M
5.
WO
O
D
K
I
N
G
S
T
U
D
(
S
)
P
E
R
P
L
A
N
A
T
T
A
C
H
D
B
L
ST
U
D
S
T
O
G
E
T
H
E
R
P
E
R
T
Y
P
N
A
I
L
I
N
G
S
C
H
E
D
6.
WO
O
D
P
O
S
T
O
R
T
R
I
M
M
E
R
S
P
E
R
P
L
A
N
7.
WO
O
D
B
E
A
M
P
E
R
P
L
A
N
8.
A3
5
C
L
I
P
E
A
E
N
D
O
F
H
E
A
D
E
R
9.
CR
I
P
P
L
E
S
T
U
D
S
T
O
M
A
T
C
H
S
T
U
D
S
P
A
C
I
N
G
SP
A
C
I
N
G
TY
P
S
T
U
D
89 SE
C
T
I
O
N
"
A
"
2x
B
O
T
P
L
3x
B
O
T
P
L
__
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-A
3
/
8
"
M
I
N
3
/
8
"
M
I
N
3
/
8
"
M
I
N
1
2
53
4
6
7
8
15
9
10
12
11
11
14
16
69
3
13
KE
Y
N
O
T
E
S
:
1.
CO
N
T
I
N
U
E
T
O
P
P
L
O
V
E
R
H
E
A
D
E
R
2.
ST
R
A
P
F
R
O
M
E
N
D
O
F
U
P
P
E
R
L
E
V
E
L
S
H
E
A
R
W
A
L
L
WH
E
R
E
I
N
D
I
C
A
T
E
D
O
N
P
L
A
N
S
.
I
N
S
T
A
L
L
O
N
D
B
L
ST
U
D
-
E
N
S
H
E
A
T
H
I
N
G
A
T
D
B
L
S
T
U
D
3.
CO
N
T
D
B
L
2
x
T
O
P
P
L
,
S
P
L
I
C
E
P
E
R
T
Y
P
D
E
T
A
I
L
S
4.
FU
L
L
H
T
D
B
L
S
T
U
D
S
A
T
E
A
E
N
D
O
F
S
H
E
A
R
W
A
L
L
UN
O
O
N
P
L
A
N
S
-
F
A
C
E
N
A
I
L
D
B
L
S
T
U
D
S
W
/
1
6
d
A
T
16
"
O
.
C
.
5.
SO
L
I
D
2
x
B
L
K
G
A
T
A
L
L
P
A
N
E
L
E
D
G
E
S
,
U
N
O
.
E
N
SH
E
A
T
H
I
N
G
A
T
B
L
O
C
K
E
D
E
D
G
E
S
6.
FIE
L
D
N
A
I
L
I
N
G
7.
EN
A
T
A
L
L
S
H
E
A
T
H
I
N
G
P
A
N
E
L
E
D
G
E
S
P
E
R
SH
E
A
R
W
A
L
L
S
C
H
E
D
-
S
T
A
G
G
E
R
N
A
I
L
S
A
T
D
B
L
P
L
OR
S
T
U
D
S
8.
WA
L
L
S
H
E
A
T
H
I
N
G
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
.
M
I
N
2
'
-
0"
P
A
N
E
L
W
I
D
T
H
9.
KI
N
G
S
T
U
D
S
A
T
O
P
E
N
I
N
G
P
E
R
P
L
A
N
O
R
S
C
H
E
D
10
.
VE
R
T
S
T
U
D
S
A
T
1
6
"
O
.
C
.
M
A
X
,
U
N
O
11
.
HO
L
D
O
W
N
T
O
F
D
N
W
/
R
E
Q
'
D
A
B
O
R
S
T
R
A
P
T
O
LO
W
E
R
L
E
V
E
L
A
T
E
N
D
S
O
F
S
H
E
A
R
W
A
L
L
W
H
E
R
E
IN
D
I
C
A
T
E
D
O
N
P
L
A
N
S
12
.
AB
T
O
F
D
N
O
R
N
A
I
L
S
T
O
L
O
W
E
R
F
R
A
M
I
N
G
P
E
R
SH
E
A
R
W
A
L
L
S
C
H
E
D
13
.
LE
N
G
T
H
O
F
S
H
E
A
R
W
A
L
L
A
S
I
N
D
I
C
A
T
E
D
O
N
P
L
A
N
.
LE
N
G
T
H
M
A
Y
B
E
R
E
D
U
C
E
D
B
Y
A
T
O
L
E
R
A
N
C
E
O
F
AP
P
R
O
X
I
M
A
T
E
L
Y
3
%
.
I
F
L
E
N
G
T
H
I
S
N
O
T
N
O
T
E
D
O
N
PL
A
N
S
H
E
A
R
W
A
L
L
S
S
H
A
L
L
E
X
T
E
N
D
B
E
T
W
E
E
N
OP
E
N
I
N
G
S
O
R
E
N
D
S
O
F
W
A
L
L
S
14
.
CO
N
T
B
O
T
P
L
P
E
R
S
C
H
E
D
15
.
TR
I
M
M
E
R
S
T
U
D
U
N
D
E
R
H
E
A
D
E
R
P
E
R
P
L
A
N
16
.
HE
A
D
E
R
P
E
R
P
L
A
N
17
.
TY
P
S
T
A
G
G
E
R
E
D
S
H
E
A
T
H
I
N
G
N
A
I
L
I
N
G
P
A
T
T
E
R
N
NO
T
E
S
:
A.
US
E
S
T
A
G
G
E
R
E
D
N
A
I
L
S
W
/
S
P
A
C
I
N
G
A
S
N
O
T
E
D
I
N
TH
E
S
H
E
A
R
W
A
L
L
.
B
O
T
P
L
A
T
T
A
C
H
M
E
N
T
A
T
EL
E
V
A
T
E
D
S
H
E
A
R
W
A
L
L
S
P
E
R
S
C
H
E
D
B.
PR
O
V
I
D
E
F
U
L
L
H
T
D
B
L
S
T
U
D
S
A
T
E
N
D
S
O
F
SH
E
A
R
W
A
L
L
S
U
N
O
O
N
P
L
A
N
S
O
R
D
E
T
A
I
L
S
.
HO
L
D
O
W
N
S
A
S
S
P
E
C
I
F
I
E
D
O
N
F
D
N
P
L
A
N
S
H
A
L
L
B
E
AT
T
A
C
H
E
D
T
O
D
B
L
S
T
U
D
S
O
R
P
O
S
T
S
P
E
R
M
F
R
SP
E
C
.
S
T
I
T
C
H
N
A
I
L
E
N
D
S
T
U
D
S
T
O
G
E
T
H
E
R
W
/
1
6
d
AT
E
N
S
P
A
C
I
N
G
,
S
T
A
G
G
E
R
R
O
W
S
C.
WH
E
R
E
S
H
T
G
I
S
I
N
T
E
R
R
U
P
T
E
D
B
Y
I
N
T
E
R
S
E
C
T
I
N
G
WA
L
L
,
P
R
O
V
I
D
E
B
L
K
G
D.
FO
R
5
/
8
"
T
O
3
/
4
"
T
H
I
C
K
F
L
O
O
R
S
H
T
G
,
3
1
/
4
"
(
M
I
N
)
LO
N
G
S
I
L
L
P
L
N
A
I
L
S
S
H
A
L
L
B
E
U
S
E
D
.
F
O
R
7
/
8
"
T
O
1
1/
8
"
T
H
I
C
K
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
3
1
/
2
"
(
M
I
N
)
L
O
N
G
SI
L
L
P
L
N
A
I
L
S
S
H
A
L
L
B
E
U
S
E
D
E.
6"
L
O
N
G
S
D
S
S
C
R
E
W
S
S
H
A
L
L
E
N
G
A
G
E
B
O
T
H
S
I
L
L
P
L
AN
D
F
R
A
M
I
N
G
B
E
L
O
W
F.
AL
L
S
H
E
A
T
H
I
N
G
N
A
I
L
S
A
T
S
H
E
A
R
W
A
L
L
S
S
H
A
L
L
B
E
CO
M
M
O
N
N
A
I
L
S
.
S
U
B
S
T
I
T
U
T
I
O
N
O
F
A
L
T
F
A
S
T
E
N
E
R
S
IS
N
O
T
P
E
R
M
I
T
T
E
D
W
/
O
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
BY
E
N
G
I
N
E
E
R
G.
SH
E
A
R
W
A
L
L
A
B
S
H
A
L
L
B
E
S
E
C
U
R
E
L
Y
F
A
S
T
E
N
E
D
AG
A
I
N
S
T
B
U
T
N
O
T
R
E
C
E
S
S
E
D
I
N
T
O
B
O
T
P
L
.
A
L
L
SH
E
A
R
W
A
L
L
A
B
S
H
A
L
L
H
A
V
E
M
I
N
1
/
4
"
x
3
"
x
3
"
P
L
WA
S
H
E
R
S
(
1
/
4
"
x
3
"
x
4
1
/
2
"
A
T
2
x
6
W
A
L
L
S
W
I
T
H
SH
E
A
T
H
I
N
G
B
O
T
H
F
A
C
E
S
)
H.
ST
U
C
T
U
R
A
L
U
S
E
P
A
N
E
L
S
M
A
Y
B
E
I
N
S
T
A
L
L
E
D
EI
T
H
E
R
H
O
R
I
Z
O
R
V
E
R
T
,
U
N
O
3
/
8
"
3
/
8
"
17
1/
2
"
MA
X
1/
2
"
MA
X
,
T
Y
P
, T
Y
P
OP
E
N
2
6
1
4
3
KE
Y
N
O
T
E
S
:
1.
CO
N
T
F
R
A
M
I
N
G
P
E
R
P
L
A
N
2.
AD
D
L
2
x
F
L
A
T
B
L
O
C
K
,
A
S
R
E
Q
'
D
3.
14
1
/
2
"
W
I
D
E
x
3
0
"
T
A
L
L
M
A
X
O
P
E
N
I
N
G
4.
2x
F
L
A
T
B
L
K
G
,
T
Y
P
A
T
T
A
C
H
E
D
W
/
(
2
)
1
6
d
T
O
E
N
A
I
L
S
AT
E
A
E
N
D
5.
SI
M
P
S
O
N
C
S
1
6
,
T
Y
P
.
A
P
P
L
Y
S
T
R
A
P
T
O
F
A
C
E
O
F
SH
T
G
6.
EN
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
NO
T
E
S
:
A.
OP
E
N
I
N
G
W
I
D
T
H
S
H
A
L
L
N
O
T
E
X
C
E
E
D
5
%
O
F
T
O
T
A
L
SH
E
A
R
W
A
L
L
L
E
N
G
T
H
S
P
E
C
I
F
I
E
D
O
N
P
L
A
N
S
B.
BL
O
C
K
A
N
D
S
T
R
A
P
A
T
T
O
P
N
O
T
R
E
Q
'
D
W
H
E
R
E
T
O
P
OF
O
P
E
N
I
N
G
I
S
A
T
T
O
P
P
L
C.
BL
O
C
K
A
N
D
S
T
R
A
P
A
T
B
O
T
N
O
T
R
E
Q
'
D
W
H
E
R
E
B
O
T
OF
O
P
E
N
I
N
G
I
S
A
T
B
O
T
P
L
D.
NO
B
L
O
C
K
A
N
D
S
T
R
A
P
R
E
Q
'
D
A
T
6
"
x
6
"
H
O
L
E
O
R
SM
A
L
L
E
R
E.
ST
U
D
F
R
A
M
I
N
G
S
H
A
L
L
N
O
T
B
E
C
U
T
2
'
-
0
"
M
I
N
2
'
-
0
"
M
I
N
2'-
0
"
MI
N
5
1
2
4
5
2
KE
Y
N
O
T
E
S
:
1.
WA
L
L
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
SC
H
E
D
2.
ST
R
A
P
P
E
R
P
L
A
N
A
N
D
S
C
H
E
D
3.
EN
D
L
E
N
G
T
H
P
E
R
S
C
H
E
D
4.
2x
W
O
O
D
S
T
U
D
W
A
L
L
P
E
R
P
L
A
N
5.
SO
L
I
D
B
L
K
G
U
N
D
E
R
S
T
R
A
P
S
NO
T
E
S
:
A.
AT
C
O
N
T
R
A
C
T
O
R
'
S
O
P
T
I
O
N
S
T
R
A
P
M
A
Y
B
E
C
O
N
T
OV
E
R
O
P
E
N
I
N
G
B.
ST
R
A
P
S
H
A
L
L
B
E
P
L
A
C
E
D
O
N
E
X
T
E
R
I
O
R
O
F
SH
E
A
T
H
I
N
G
C.
WA
L
L
P
A
N
E
L
S
A
B
O
V
E
A
N
D
/
O
R
B
E
L
O
W
O
P
E
N
I
N
G
S
SH
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
A
S
S
A
M
E
S
H
E
A
R
W
A
L
L
TY
P
E
A
S
A
D
J
A
C
E
N
T
F
U
L
L
-
H
E
I
G
H
T
P
A
N
E
L
P
E
R
PL
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
OP
E
N
3
3
ST
R
A
P
S
C
H
E
D
U
L
E
ST
R
A
P
EN
D
L
E
N
G
T
H
EN
D
L
E
N
G
T
H
FA
S
T
E
N
E
R
S
CO
N
T
I
N
U
O
U
S
S
T
R
A
P
NA
I
L
I
N
G
A
T
O
P
E
N
I
N
G
CS
1
6
CS
1
4
CM
S
T
1
4
CM
S
T
1
2
13
"
16
"
30
"
39
"
(2
2
)
8
d
(3
0
)
8
d
(6
6
)
1
0
d
(8
6
)
1
0
d
8d
A
T
2
"
O
.
C
.
8d
A
T
2
"
O
.
C
.
10
d
A
T
2
"
O
.
C
.
10
d
A
T
2
"
O
.
C
.
MI
N
T
Y
P
2"
O
.
C
.
1
2
3
1
3
2
4
KE
Y
N
O
T
E
S
:
1.
FA
C
E
N
A
I
L
T
O
P
P
L
T
O
G
E
T
H
E
R
W
/
(
1
0
)
1
6
d
M
I
N
E
A
SI
D
E
O
F
P
E
N
E
T
R
A
T
I
O
N
(
O
R
(
6
)
S
D
S
1
/
4
x
3
)
.
ST
A
G
G
E
R
N
A
I
L
S
A
N
D
S
P
A
C
E
E
V
E
N
L
Y
T
O
A
V
O
I
D
SP
L
I
T
T
I
N
G
2.
IN
S
T
A
L
L
(
1
)
S
I
M
P
S
O
N
R
P
S
1
8
S
T
R
A
P
A
C
R
O
S
S
PE
N
E
T
R
A
I
O
N
A
T
B
O
T
H
T
O
P
P
L
.
C
E
N
T
E
R
S
T
R
A
P
AC
R
O
S
S
P
E
N
E
T
R
A
T
I
O
N
A
N
D
N
A
I
L
P
E
R
M
F
R
3.
2
1
/
4
"
Ø
M
A
X
H
O
L
E
C
E
N
T
E
R
E
D
I
N
W
A
L
L
T
H
R
O
U
G
H
DB
L
2
x
4
T
O
P
P
L
.
3
1
/
2
"
Ø
M
A
X
H
O
L
E
C
E
N
T
E
R
E
D
I
N
WA
L
L
T
H
R
O
U
G
H
D
B
L
2
x
6
T
O
P
P
L
4.
3"
W
I
D
E
M
A
X
x
1
1
/
2
"
D
E
E
P
M
A
X
N
O
T
C
H
M
A
Y
B
E
IN
S
T
A
L
L
E
D
I
N
D
B
L
2
x
4
T
O
P
P
L
F
O
R
H
V
A
C
L
I
N
E
SE
T
S
I
N
L
I
E
U
O
F
H
O
L
E
P
E
R
K
E
Y
N
O
T
E
1
.
N
O
T
C
H
MA
Y
B
E
4
"
W
I
D
E
x
2
1
/
2
"
D
E
E
P
M
A
X
A
T
D
B
L
2
x
6
T
O
P
PL
NO
T
E
S
:
A.
A
M
A
X
1
"
Ø
H
O
L
E
T
H
R
O
U
G
H
2
x
4
D
B
L
T
O
P
P
L
A
N
D
2"
Ø
H
O
L
E
T
H
R
O
U
G
H
2
x
6
D
B
L
T
O
P
P
L
M
A
Y
B
E
IN
S
T
A
L
L
E
D
W
/
O
T
H
E
S
T
R
U
C
T
U
R
A
L
S
P
E
C
S
A
B
O
V
E
,
PR
O
V
I
D
E
D
T
H
A
T
T
H
E
H
O
L
E
I
S
C
E
N
T
E
R
E
D
I
N
T
H
E
TO
P
P
L
W
I
D
T
H
B.
FO
R
N
O
T
C
H
E
S
(
O
R
O
V
E
R
B
O
R
E
D
A
.
H
O
L
E
S
)
U
P
T
O
6
1
/
2
"
W
I
D
E
x
4
1
/
4
"
D
E
E
P
A
T
2
x
6
T
O
P
P
L
,
P
R
O
V
I
D
E
(2
)
S
I
M
P
S
O
N
R
P
S
2
8
S
T
R
A
P
S
P
E
R
M
F
R
(
O
N
E
E
A
PL
A
T
E
)
.
A
L
I
G
N
A
S
T
U
D
A
T
E
A
S
I
D
E
O
F
T
H
E
N
O
T
C
H
%
1
3
/
8
"
2
3
/
1
6
"
2
3
/
4
"
3
1
/
4
"
2
1
/
1
6
"
1
3
/
4
"
1
3
/
8
"
7/
8
"
60
%
50
%
40
%
25
%
2x
6
2x
4
1
4
2 3
KE
Y
N
O
T
E
S
:
1.
16
"
M
I
N
B
E
T
W
E
E
N
H
O
L
E
S
2.
MA
X
H
O
L
E
D
I
A
S
H
A
L
L
B
E
4
0
%
O
F
S
T
U
D
W
I
D
T
H
,
60
%
O
F
S
T
U
D
W
I
D
T
H
I
F
S
T
U
D
I
S
D
O
U
B
L
E
D
U
P
T
O
AN
D
N
O
M
O
R
E
T
H
A
N
(
2
)
S
U
C
C
E
S
S
I
V
E
D
O
U
B
L
E
D
-
UP
S
T
U
D
S
A
R
E
B
O
R
E
D
.
M
A
X
H
O
L
E
D
I
A
S
H
A
L
L
B
E
50
%
F
O
R
A
S
I
N
G
L
E
S
T
U
D
W
/
A
S
I
M
P
S
O
N
H
S
S
2
-
SD
S
1
.
5
S
T
U
D
S
H
O
E
3.
MA
X
N
O
T
C
H
S
H
A
L
L
B
E
2
5
%
O
F
S
T
U
D
W
I
D
T
H
.
M
A
X
NO
T
C
H
S
H
A
L
L
B
E
5
0
%
F
O
R
A
D
O
U
B
L
E
D
-
U
P
W
/
A
SI
M
P
S
O
N
H
S
S
2
-
2
-
S
D
S
3
4.
NO
T
C
H
E
S
S
H
A
L
L
B
E
L
O
C
A
T
E
D
I
N
T
O
P
O
R
B
O
T
T
O
M
1/
4
O
F
S
T
U
D
H
T
O
N
L
Y
NO
T
E
S
:
A.
RE
M
A
I
N
I
N
G
W
O
O
D
A
T
H
O
L
E
/
N
O
T
C
H
S
H
A
L
L
B
E
UN
D
A
M
A
G
E
D
B.
HO
L
E
S
S
H
A
L
L
N
O
T
B
E
L
O
C
A
T
E
D
W
I
T
H
I
N
2
'
-
0
"
O
F
A
NO
T
C
H
C.
DO
N
O
T
O
V
E
R
C
U
T
N
O
T
C
H
E
S
MIN
5/
8
"
N O T F O R CONSTRUCTION PRELIMINARY CAMPUS COURTYARD II - BLDG A REXBURG, IDAHO PROJECT NO,DATE:DRAWN BY:PROJECT:REVISIONSSHEET TITLE:CHECKED BY:DRAWING NO.:JOB NUMBER:THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS AND SHALL NOT BE REPRODUCED IN ANY FORM W ITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED.COPYRIGHT 2013 ENGINEERING SYSTEM SOLUTIONS1677 EUREKA ROAD STE. #101 ROSEVILLE, CA 95661 PHONE: (916) 780-20303632 N RANCHO DRIVE LAS VEGAS, NV 89130 PHONE: (702) 616-31074943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 PHONE: (208) 552-9874ENGINEERING SYSTEM SOLUTIONS STRUCTURAL • MEP • BUILDING COMMISSIONING www.es2eng.com BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS S5.404/21/2016 SWY SDG16.2012 16.2012TYPICAL WOOD DETAILSS5.4SHEATHING REQUIREMENTS 1 TDW001 S5.4HOLDOWN SCHEDULE 3 TDW002S5.4MINIMUM NAILING SCHEDULE 2 TDW003
S5
.
4
TY
P
I
C
A
L
B
U
I
L
T
-
U
P
B
E
A
M
A
N
D
H
E
A
D
E
R
4
TD
W
0
0
4
S5
.
4
TY
P
I
C
A
L
T
R
U
S
S
B
O
T
T
O
M
C
H
O
R
D
L
A
T
E
R
A
L
B
R
A
C
I
N
G
5
TD
W
0
0
5
S5
.
4
SI
M
P
L
E
F
R
A
M
I
N
G
A
T
W
O
O
D
T
R
U
S
S
6
TD
W
0
0
6
S5
.
4
TY
P
I
C
A
L
S
H
E
A
R
P
A
N
E
L
B
L
O
C
K
I
N
G
7
TD
W
0
0
7
S5
.
4
TY
P
I
C
A
L
W
O
O
D
H
E
A
D
E
R
A
T
W
O
O
D
P
O
S
T
8
TD
W
0
0
8
S5
.
4
TY
P
I
C
A
L
S
H
E
A
R
W
A
L
L
C
O
N
S
T
R
U
C
T
I
O
N
9
TD
W
0
1
0
S5
.
4
TY
P
I
C
A
L
S
M
A
L
L
O
P
E
N
I
N
G
I
N
S
H
E
A
R
W
A
L
L
10
TD
W
0
1
2
S5
.
4
TY
P
I
C
A
L
S
T
R
A
P
A
T
O
P
E
N
I
N
G
11
TD
W
0
1
1
S5
.
4
TY
P
I
C
A
L
H
O
L
E
I
N
D
O
U
B
L
E
T
O
P
P
L
A
T
E
12
TD
W
0
1
3
S5
.
4
TY
P
H
O
L
E
O
R
N
O
T
C
H
I
N
B
E
A
R
I
N
G
W
A
L
L
/
S
T
R
U
C
T
U
R
A
L
S
T
U
D
13
TD
W
0
1
5
06/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
BEAM SPLICE AT HEADER OR BEAMSPLICE AT DBL TOP PL PLAN VIEW447632511548" MAX 2" MINKEYNOTES:1.JOINTS IN DBL TOP PL SHALL BE OFFSET AT LEAST 48" MIN. OR AS REQ'D FOR SPLICE NAILING 2.JOINT IN BOT MOST MEMBER 3.ALIGN STUD BENEATH CENTER OF SPLICE AT BREAK IN EITHER MEMBER OF DBL TOP PL 4.16d NAILS PER PLAN EA SIDE OF JOINT IN TOP MOST MEMBER OF DBL TOP PL. NAILS IN SAME LINE 2" O.C. MIN. STAGGER NAILS AND SPACE EVENLY TO AVOID SPLITTING 5.JOINT IN TOP MOST MEMBER 6.HEADER OR BEAM MAY ACT AS BOT MOST MEMBER AS OCCURS 7.OPTIONAL SPLICE W/ NAILING PER KEYNOTE #. AT HEADER OR BEAM EXCEEDING 8'-0" IN LENGTH. AT HEADER OR BEAM LESS THAN 8'-0" IN LENGTH, TOP PLATE SHALL RUN CONT OVER HEADER OR BEAM.NO STRAPS REQ'D FROM HEADER OR BEAM TO BOT MOST PL NOTES:A.LOCATE SPLICE AWAY FROM SHEARWALLS. AT LOCATIONS WHERE TOP PL CANNOT BE LAP SPLICED, USE STRAP PER PLAN OPTION B OPTION COPTION A3412 3 2414 213KEYNOTES:1.CONT DBL 2x TOP PL PER TYPICAL LAP SPLICE DETAIL 2.TRIMMER AND KING STUDS PER PLAN 3.WOOD BEAM PER PLAN 4.STRAP PER PLAN
FR
A
M
I
N
G
P
A
R
A
L
L
E
L
T
O
N
O
N
-
B
E
A
R
I
N
G
W
A
L
L
FR
A
M
I
N
G
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
N
O
N
-
B
E
A
R
I
N
G
W
A
L
L
4
2
1
1
2
KE
Y
N
O
T
E
S
:
1.
TR
U
S
S
B
O
T
C
H
O
R
D
,
J
O
I
S
T
,
O
R
R
A
F
T
E
R
P
E
R
P
L
A
N
2.
SI
M
P
S
O
N
"
D
T
C
"
T
R
U
S
S
C
L
I
P
A
T
2
4
"
O
.
C
.
M
A
X
W
/
(
4
)
8d
C
O
M
M
O
N
T
O
P
L
A
N
D
(
2
)
8
d
C
O
M
M
O
N
T
O
T
R
U
S
S
CH
O
R
D
3.
IN
T
E
R
I
O
R
N
O
N
-
B
E
A
R
I
N
G
W
A
L
L
4.
2x
B
L
K
G
W
/
(
3
)
1
6
d
E
A
E
N
D
NO
T
E
S
:
A.
NA
I
L
S
T
O
T
R
U
S
S
A
R
E
N
O
T
T
O
B
E
D
R
I
V
E
N
T
I
G
H
T
.
TR
U
S
S
M
U
S
T
M
O
V
E
F
R
E
E
L
Y
.
I
N
S
T
A
L
L
N
A
I
L
I
N
CE
N
T
E
R
O
F
S
L
O
T
B.
2x
4
W
A
L
L
S
T
U
D
S
A
T
1
6
"
O
.
C
.
S
H
A
L
L
H
A
V
E
A
M
A
X
HT
O
F
1
3
'
-
0
"
.
2
x
6
W
A
L
L
S
T
U
D
S
A
T
1
6
"
O
.
C
.
S
H
A
L
L
HA
V
E
A
M
A
X
H
T
O
F
2
2
'
-
0
"
3 3
M
A
X
1
/
2
"
G
A
P
M
A
X
1
/
2
"
G
A
P
SE
C
T
I
O
N
A
SE
C
T
I
O
N
D
PL
A
N
V
I
E
W
SE
C
T
I
O
N
E
SE
C
T
I
O
N
F
SE
C
T
I
O
N
C
PL
A
N
PL
A
N
V
I
E
W
__
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-A
3
1
7
4
2
5
__
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-C
__
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-D
8
1
5
6 5
__
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-E
__
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-F
3
9
6 5
1
1
5
KE
Y
N
O
T
E
S
:
1.
HO
L
D
O
W
N
P
E
R
P
L
A
N
2.
WA
L
L
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
SC
H
E
D
3.
ST
U
D
W
A
L
L
P
E
R
P
L
A
N
4.
EN
D
P
O
S
T
P
E
R
P
L
A
N
.
S
E
E
N
O
T
E
A
.
5.
CO
N
C
W
A
L
L
O
R
F
D
N
P
E
R
P
L
A
N
6.
WO
O
D
J
O
I
S
T
P
E
R
P
L
A
N
7.
FL
R
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
8.
2x
D
B
L
E
N
D
S
T
U
D
.
S
T
I
T
C
H
N
A
I
L
T
O
G
E
T
H
E
R
P
E
R
TY
P
S
H
E
A
R
W
A
L
L
D
E
T
A
I
L
.
S
E
E
N
O
T
E
A
.
9.
2x
T
R
I
P
L
E
E
N
D
S
T
U
D
.
S
T
I
T
C
H
N
A
I
L
T
O
G
E
T
H
E
R
P
E
R
TY
P
S
H
E
A
R
W
A
L
L
D
E
T
A
I
L
.
S
E
E
N
O
T
E
A
10
.
SH
E
A
T
H
I
N
G
M
A
Y
B
E
N
O
T
C
H
E
D
A
T
H
O
L
D
O
W
N
ST
R
A
P
O
N
L
Y
T
O
P
R
O
V
I
D
E
S
M
O
O
T
H
T
R
A
N
S
I
T
I
O
N
11
.
PR
O
V
I
D
E
M
I
N
O
F
(
1
)
#
4
x
4
0
"
L
O
N
G
R
E
B
A
R
W
I
T
H
I
N
HA
T
C
H
E
D
A
R
E
A
.
C
E
N
T
E
R
O
N
S
T
R
A
P
.
P
R
O
V
I
D
E
RE
B
A
R
C
L
R
C
O
V
E
R
P
E
R
G
S
N
NO
T
E
S
:
A.
SO
L
I
D
P
O
S
T
O
R
B
U
I
L
T
U
P
P
O
S
T
P
E
R
P
L
A
N
.
E
A
SH
O
W
N
H
E
R
E
F
O
R
I
L
L
U
S
T
R
A
T
I
O
N
P
U
R
P
O
S
E
S
ON
L
Y
B.
AT
F
D
N
P
R
O
V
I
D
E
M
I
N
C
L
R
C
O
V
E
R
P
E
R
G
S
N
HH
D
Q
H
O
L
D
O
W
N
S
BO
L
T
-
T
Y
P
E
H
O
L
D
O
W
N
ST
R
A
P
-
T
Y
P
E
H
O
L
D
O
W
N
SE
C
T
I
O
N
B
6
__
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-B
10
10 1
11
11
2
1
2
3
2
1
2
1
4
41
5
2
8
7
2
81
7
9
9
2
1
2
KE
Y
N
O
T
E
S
:
1.
WO
O
D
P
O
S
T
P
E
R
P
L
A
N
2.
SO
L
I
D
2
x
B
L
K
G
B
E
T
W
E
E
N
F
L
O
O
R
(
M
A
T
C
H
C
O
L
WI
D
T
H
A
N
D
D
E
P
T
H
F
R
O
M
A
B
O
V
E
)
KE
Y
N
O
T
E
S
:
1.
BU
I
L
T
-
U
P
S
T
U
D
S
O
R
P
O
S
T
P
E
R
S
T
R
A
P
S
C
H
E
D
2.
FL
R
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
3.
WO
O
D
I
-
J
O
I
S
T
P
E
R
P
L
A
N
4.
PR
O
V
I
D
E
S
O
L
I
D
B
L
K
G
A
T
H
O
L
D
O
W
N
L
O
C
A
T
I
O
N
S
PE
R
P
L
A
N
5.
WA
L
L
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
SC
H
E
D
6.
HO
L
D
O
W
N
P
E
R
P
L
A
N
7.
ST
R
A
P
A
T
O
P
P
S
I
D
E
W
H
E
R
E
(
2
)
S
T
R
A
P
S
I
N
D
I
C
A
T
E
D
ON
S
C
H
E
D
ST
R
A
P
S
C
H
E
D
U
L
E
MA
R
K
ST
R
A
P
EN
D
L
E
N
G
T
H
W
/
F
A
S
T
E
N
E
R
S
UP
L
I
F
T
C
A
P
A
C
I
T
Y
(
L
B
S
)
MI
N
S
T
U
D
W
I
D
T
H
ST
1
1
2
6 5
4
3
1
2
5
4
3
7
ST
2
ST
3
ST
4
ST
5
CS
1
6
CS
1
4
(2
)
C
S
1
6
CM
S
T
C
1
6
CM
S
T
1
4
13
"
-
(
1
1
)
8
d
E
A
E
N
D
30
"
-
(
3
3
)
1
0
d
E
A
E
N
D
(A
L
T
)
2
6
"
-
(
2
8
)
1
6
d
E
A
E
N
D
17
0
5
24
9
0
34
1
0
45
8
5
64
9
0
CS
1
6
CS
1
6
CS
1
6
CS
1
6
CS
1
6
16
"
-
(
1
5
)
8
d
E
A
E
N
D
13
"
-
(
1
1
)
8
d
E
A
E
N
D
/
E
A
S
T
R
A
P
20
"
-
(
2
5
)
1
6
d
S
I
N
K
E
R
S
E
A
E
N
D
6
P
E
R
S
C
H
E
D
E
N
D
L
E
N
G
T
H
NO
T
E
S
:
A.
FL
R
J
O
I
S
T
O
R
I
E
N
T
A
T
I
O
N
M
A
Y
V
A
R
Y
B.
HO
L
D
O
W
N
S
T
O
B
E
I
N
S
T
A
L
L
E
D
P
E
R
M
F
R
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
A
N
D
SP
E
C
I
F
I
C
A
T
I
O
N
S
KE
Y
N
O
T
E
S
:
1.
WO
O
D
B
E
A
M
P
E
R
P
L
A
N
2.
(2
)
1
6
d
T
O
E
N
A
I
L
S
A
T
E
A
S
I
D
E
O
F
B
E
A
M
3.
CO
L
U
M
N
W
I
D
T
H
4.
BU
I
L
T
-
U
P
S
T
U
D
S
O
R
P
O
S
T
P
E
R
P
L
A
N
5.
A3
5
C
L
I
P
,
S
E
E
S
C
H
E
D
U
L
E
O
N
T
H
I
S
S
H
E
E
T
F
O
R
QU
A
N
T
I
T
I
E
S
6.
GI
R
D
E
R
T
R
U
S
S
P
E
R
P
L
A
N
7.
H5
C
L
I
P
O
N
E
A
S
I
D
E
O
F
G
I
R
D
E
R
U
N
O
8.
(2
)
1
6
d
T
O
E
N
A
I
L
S
A
T
E
A
G
I
R
D
E
R
T
R
U
S
S
1 2 6 7
5 4 8
BE
A
M
C
O
N
N
E
C
T
I
O
N
A
T
T
O
P
P
L
A
T
E
GI
R
D
E
R
T
R
U
S
S
C
O
N
N
E
C
T
I
O
N
A
T
T
O
P
P
L
A
T
E
3
BE
A
M
C
O
N
N
E
C
T
I
O
N
CO
L
U
M
N
W
I
D
T
H
A3
5
C
L
I
P
S
3
1
/
2
O
R
L
E
S
S
0
7
1
/
2
O
R
L
E
S
S
GR
E
A
T
E
R
T
H
A
N
7
1
/
2
1 2
4
EX
T
E
R
I
O
R
S
H
T
G
A
T
C
O
R
N
E
R
IN
T
E
R
I
O
R
S
H
T
G
A
T
C
O
R
N
E
R
IN
T
E
R
I
O
R
S
H
T
G
A
T
WA
L
L
I
N
T
E
R
S
E
C
T
I
O
N
3
3
2
1
5 4
12
5
7
6
KE
Y
N
O
T
E
S
:
1.
WA
L
L
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
2.
LO
C
A
T
I
O
N
O
F
S
T
R
A
P
A
T
E
N
D
O
F
S
H
E
A
R
W
A
L
L
.
T
Y
P
E
OF
S
T
R
A
P
P
E
R
P
L
A
N
3.
DI
S
T
A
N
C
E
F
R
O
M
C
O
R
N
E
R
S
T
O
C
E
N
T
E
R
O
F
S
T
R
A
P
EQ
U
A
L
S
W
I
D
T
H
O
F
W
A
L
L
(
M
A
X
)
4.
16
d
F
A
C
E
N
A
I
L
A
T
1
6
"
O
.
C
.
5.
FU
L
L
H
T
W
O
O
D
S
T
U
D
T
Y
P
6.
16
d
F
A
C
E
N
A
I
L
A
T
6
"
O
.
C
.
7.
SH
E
A
R
S
H
E
A
T
H
I
N
G
M
A
Y
B
E
I
N
T
E
R
R
U
P
T
E
D
A
T
IN
T
E
R
S
E
C
T
I
N
G
W
A
L
L
S
U
N
O
O
N
P
L
A
N
S
.
N
A
I
L
T
O
SP
A
C
E
R
S
T
U
D
A
S
S
H
O
W
N
1
3
2
1
5 4
2
3
1
3
6
5
4
KE
Y
N
O
T
E
S
:
1.
FL
U
S
H
B
E
A
M
P
E
R
P
L
A
N
2.
MF
D
T
R
U
S
S
3.
CO
N
T
D
B
L
2
x
T
O
P
P
L
P
E
R
T
Y
P
I
C
A
L
L
A
P
S
P
L
I
C
E
DE
T
A
I
L
4.
PO
S
T
O
R
T
R
I
M
M
E
R
P
E
R
P
L
A
N
.
P
R
O
V
I
D
E
SU
F
F
I
C
I
E
N
T
P
O
S
T
O
R
T
R
I
M
M
E
R
T
O
M
A
T
C
H
B
E
A
M
WI
D
T
H
5.
2x
S
T
U
D
S
F
U
L
L
H
T
E
A
S
I
D
E
O
F
P
O
S
T
O
R
TR
I
M
M
E
R
6.
ST
R
A
P
T
O
P
P
L
P
E
R
P
L
A
N
7.
A3
5
E
A
S
I
D
E
W
E
R
E
H
E
A
D
E
R
O
C
C
U
R
S
8.
A3
5
E
A
S
I
D
E
9.
BL
O
C
K
B
E
A
M
A
T
T
O
P
P
L
10
.
LP
T
4
A
T
B
E
A
M
T
O
B
L
O
C
K
E
A
S
I
D
E
CO
N
D
I
T
I
O
N
A
-
F
L
U
S
H
B
E
A
M
W
/
P
L
B
R
E
A
K
CO
N
D
I
T
I
O
N
B
-
F
L
U
S
H
B
E
A
M
W
/
O
P
L
B
R
E
A
K
CO
N
D
I
T
I
O
N
C
-
D
R
O
P
B
E
A
M
W
/
P
L
B
R
E
A
K
CO
N
D
I
T
I
O
N
D
-
F
L
U
S
H
B
E
A
M
W
/
O
P
L
B
R
E
A
K
2
1
2
3
8
4
7
1
3
6
5
4
2
1
2
3
8
4
7
9
10
KE
Y
N
O
T
E
S
:
1.
SH
E
A
R
W
A
L
L
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
A
N
D
SH
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
2.
LO
C
A
T
I
O
N
O
F
S
T
R
A
P
H
O
L
D
O
W
N
W
H
E
R
E
N
O
T
E
D
O
N
PL
A
N
.
H
O
L
D
O
W
N
N
A
I
L
S
M
A
Y
C
O
U
N
T
A
S
P
L
Y
W
O
O
D
EN
3.
1
1
/
2
"
M
I
N
F
R
O
M
R
O
U
G
H
O
P
E
N
I
N
G
T
O
P
L
Y
W
O
O
D
SH
E
A
R
W
A
L
L
S
H
E
A
T
H
I
N
G
(
1
1
/
2
"
A
T
(
1
)
T
;
3
"
A
T
(
2
)
T
,
ET
C
.
)
4.
WI
N
D
O
W
O
P
E
N
I
N
G
5.
TR
I
M
M
E
R
S
T
U
D
S
6.
DB
L
E
N
D
S
T
U
D
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
M
A
Y
CO
U
N
T
A
S
K
I
N
G
S
T
U
D
S
A
S
R
E
Q
'
D
P
E
R
P
L
A
N
7.
LO
C
A
T
I
O
N
O
F
B
O
L
T
E
D
H
O
L
D
O
W
N
P
E
R
P
L
A
N
1
2
7
6
5
3
4
N O T F O R CONSTRUCTION PRELIMINARY CAMPUS COURTYARD II - BLDG A REXBURG, IDAHO PROJECT NO,DATE:DRAWN BY:PROJECT:REVISIONSSHEET TITLE:CHECKED BY:DRAWING NO.:JOB NUMBER:THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS AND SHALL NOT BE REPRODUCED IN ANY FORM W ITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED.COPYRIGHT 2013 ENGINEERING SYSTEM SOLUTIONS1677 EUREKA ROAD STE. #101 ROSEVILLE, CA 95661 PHONE: (916) 780-20303632 N RANCHO DRIVE LAS VEGAS, NV 89130 PHONE: (702) 616-31074943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 PHONE: (208) 552-9874ENGINEERING SYSTEM SOLUTIONS STRUCTURAL • MEP • BUILDING COMMISSIONING www.es2eng.com BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS S5.504/21/2016 SWY SDG16.2012 16.2012TYPICAL WOOD DETAILS CONT.S5.5TYPICAL TOP PLATE SPLICE 1 TDW014 S5.5TYPICAL DRAG STRAP AT WOOD STUD WALL 2 TDW016
S5
.
5
NO
N
-
B
E
A
R
I
N
G
P
A
R
T
I
T
I
O
N
W
A
L
L
C
O
N
N
E
C
T
I
O
N
3
TD
W
0
1
7
S5
.
5
TY
P
I
C
A
L
S
H
A
R
E
D
H
O
L
D
O
W
N
A
T
C
O
R
N
E
R
4
TD
W
0
1
8
S5
.
5
TY
P
I
C
A
L
S
O
L
I
D
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
F
L
O
O
R
S
5
TD
W
0
2
1
S5
.
5
TY
P
I
C
A
L
H
O
L
D
O
W
N
S
B
E
T
W
E
E
N
F
L
O
O
R
S
6
TD
W
0
2
0
S5
.
5
BE
A
M
A
N
D
G
I
R
D
E
R
T
R
U
S
S
C
O
N
N
E
C
T
I
O
N
7
TD
W
0
2
2
S5
.
5
TY
P
I
C
A
L
S
H
E
A
R
S
H
E
A
T
H
I
N
G
A
T
W
A
L
L
I
N
T
E
R
S
E
C
T
I
O
N
8
TD
W
0
2
4
S5
.
5
BE
A
M
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
S
T
U
D
W
A
L
L
9
TD
W
0
2
3
S5
.
5
TY
P
I
C
A
L
E
N
D
O
F
P
L
Y
W
O
O
D
S
H
E
A
R
W
A
L
L
A
T
W
I
N
D
O
W
10
TD
W
0
2
6
06/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
SECTION A_________________-A214 14353KEYNOTES:1.WOOD BEAM PER PLAN 2.(10) 16d NAILS EA SIDE OF BEAM 3.KING STUD EA SIDE OF POST 4.HGA10 CLIP EA SIDE OF POST 5.SOLID BLOCK BELOW BEAM 21 1 1 7 6KEYNOTES:1.2x8 (MIN) CONT BEARING PL W/ (4) 16d NAILS INTO EA ROOF FRAMING MEMBER 2.TOE NAIL OVER-BUILD FRAMING TO BEARING PL W/ (3) 16d NAILS MIN 3.ROOF SHEATHING PER PLAN 4.2x OVERBUILD FRAMING PER PLAN 5.2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE CENTERED BETWEEN MAX SPAN)6.TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER PER PLAN 7.ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF OVER-BUILD)8.2x6 (MIN) CONT BEARING PL W/ (3) 16d NAILS INTO EA ROOF FRAMING MEMBER 9.WOOD TRUSS PER PLAN NOTES:A.BEVEL CUT BOTTOM CHORD OF OVERBUILD TRUSSES AS REQUIRED OPTION 12354 8 6 OPTION 2397
CO
L
1
KE
Y
N
O
T
E
S
:
1.
WA
L
L
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
SC
H
E
D
U
L
E
2.
ST
E
E
L
C
O
L
U
M
N
P
E
R
P
L
A
N
3.
3x
O
R
D
B
L
2
x
W
O
O
D
S
T
U
D
S
A
T
T
A
C
H
E
D
T
O
S
T
E
E
L
CO
L
W
/
5
/
8
"
Ø
x
4
"
L
O
N
G
T
H
R
E
A
D
E
D
S
T
U
D
S
A
T
1
6
"
O.
C
.
2
3
3
6
7542
1
5432
1
7
6
KE
Y
N
O
T
E
S
:
1.
2x
W
O
O
D
S
T
U
D
W
A
L
L
P
E
R
P
L
A
N
2.
WA
L
L
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
SC
H
E
D
3.
WA
T
E
R
P
R
O
O
F
P
E
R
A
R
C
H
4.
SI
M
P
S
O
N
B
T
B
R
I
C
K
T
I
E
O
R
E
Q
A
T
T
A
C
H
W
/
#
8
x
2
"
LO
N
G
H
E
X
H
E
A
D
W
O
O
D
S
C
R
E
W
S
A
T
1
6
"
O
.
C
.
E
A
WA
Y
5.
CE
M
E
N
T
G
R
O
U
T
B
E
T
W
E
E
N
S
T
O
N
E
V
E
N
E
E
R
A
N
D
BA
C
K
I
N
G
6.
ST
O
N
E
V
E
N
E
E
R
7.
12
G
A
C
O
R
R
O
S
I
O
N
R
E
S
I
S
T
A
N
T
W
I
R
E
T
I
E
L
O
O
P
E
D
AR
O
U
N
D
W
I
R
E
M
E
S
H
.
M
I
N
1
5
"
W
I
R
E
T
I
E
L
E
G
S
A
R
E
BE
N
T
T
O
F
O
L
L
O
W
ST
O
N
E
M
O
R
T
O
R
J
O
I
N
T
.
W
I
R
E
TI
E
I
S
B
E
N
T
9
0
°
A
T
L
A
S
T
2
"
O
F
E
A
L
E
G
.
M
I
N
(
1
)
WIR
E
T
I
E
F
O
R
E
V
E
R
Y
2
S
Q
U
A
R
E
F
T
O
F
S
T
O
N
E
VE
N
E
E
R
OR
1
6
"
O
.
C
.
E
A
W
A
Y
NO
T
E
S
:
A.
WH
E
R
E
S
T
O
N
E
V
E
N
E
E
R
I
S
A
T
A
C
O
N
C
O
R
MA
S
O
N
R
Y
W
A
L
L
A
T
T
A
C
H
M
A
S
O
N
R
Y
B
R
I
C
K
T
I
E
T
O
WA
L
L
W
/
H
I
L
T
I
X
-
C
F
0
.
1
3
8
"
x
2
"
S
H
O
T
P
I
N
W
/
W
A
S
H
E
R
AT
1
6
"
O
.
C
.
E
A
W
A
Y
3
"
M
I
N
11
"
M
I
N
2
"
SE
C
T
I
O
N
A
__
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-A
1
5
4
3
2
6 3
4
KE
Y
N
O
T
E
S
:
1.
WO
O
D
B
E
A
M
P
E
R
P
L
A
N
E
X
T
E
N
D
S
I
N
T
O
W
A
L
L
F
U
L
L
WI
D
T
H
O
F
S
T
U
D
S
U
N
O
2.
WA
L
L
S
T
U
D
S
P
E
R
P
L
A
N
3.
16
d
N
A
I
L
S
A
T
1
2
"
O
.
C
.
E
A
S
I
D
E
O
F
P
O
S
T
4.
WO
O
D
P
O
S
T
P
E
R
P
L
A
N
5.
EX
T
E
N
D
S
T
U
D
S
F
U
L
L
H
T
O
F
W
A
L
L
6.
(1
0
)
1
6
d
N
A
I
L
S
E
A
S
I
D
E
O
F
B
E
A
M
1
N O T F O R CONSTRUCTION PRELIMINARY CAMPUS COURTYARD II - BLDG A REXBURG, IDAHO PROJECT NO,DATE:DRAWN BY:PROJECT:REVISIONSSHEET TITLE:CHECKED BY:DRAWING NO.:JOB NUMBER:THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING SYSTEM SOLUTIONS AND SHALL NOT BE REPRODUCED IN ANY FORM W ITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED.COPYRIGHT 2013 ENGINEERING SYSTEM SOLUTIONS1677 EUREKA ROAD STE. #101 ROSEVILLE, CA 95661 PHONE: (916) 780-20303632 N RANCHO DRIVE LAS VEGAS, NV 89130 PHONE: (702) 616-31074943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 PHONE: (208) 552-9874ENGINEERING SYSTEM SOLUTIONS STRUCTURAL • MEP • BUILDING COMMISSIONING www.es2eng.com BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS S5.604/21/2016 SWY SDG16.2012 16.2012TYPICAL WOOD DETAILS CONT.S5.6WOOD BEAM AT WOOD BEAM 1 TDW029 S5.6TYPICAL OVERBUILD FRAMING 2 TDW030
S5
.
6
TY
P
I
C
A
L
N
A
I
L
E
R
A
T
S
T
E
E
L
C
O
L
U
M
N
(
P
L
A
N
V
I
E
W
)
3
TD
W
0
3
1
S5
.
6
ST
O
N
E
V
E
N
E
E
R
A
T
W
O
O
D
S
T
U
D
W
A
L
L
4
TD
W
0
4
6
S5
.
6
TY
P
I
C
A
L
B
E
A
M
P
O
C
K
E
T
I
N
W
A
L
L
5
TD
W
0
2
7
06/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
COPYRIGHT 2010 ENGINEERING SYSTEM SOLUTIONS.JOB NUMBER: 16.2021STRUCTURALMEP..STEEL DETAILING .BUILDING COMMISSIONING990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212 (P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com S6.106/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
COPYRIGHT 2010 ENGINEERING SYSTEM SOLUTIONS.JOB NUMBER: 16.2021STRUCTURALMEP..STEEL DETAILING .BUILDING COMMISSIONING990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212 (P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com S7.106/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016
COPYRIGHT 2010 ENGINEERING SYSTEM SOLUTIONS.JOB NUMBER: 16.2021STRUCTURALMEP..STEEL DETAILING .BUILDING COMMISSIONING990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212 (P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com S8.106/27/2016GREA.M E Y E R G14875PROFESSIONALENGINEERIDAHOOFSTATELICENSED 06/27/2016