HomeMy WebLinkAboutPLANS - 19-00062 - Maverik - Doghouse & Rear FreezerANCHOR BOLT ABOVE ALTERNATE ARCHITECT BUILDING BLOCKING BELOW BEAM BOUNDARY NAIL BOTTOM BRIDGING BEARING BETWEEN CONTROL JOINT COMPLETE JOINT PENETRATION CENTERLINE CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONTINUOUS COORDINATE COIL STRAP CENTER CONCRETE RETAINING WALL CONCRETE WALL MARK DECK BEARING DEFORMED BAR ANCHOR DECK BEARING ELEVATION DOUBLE DEMAND CRITICAL WELD DETAIL DIAMETER DIMENSION DOWN DRAWING EXISTING EACH EACH FACE ELEVATION ELECTRICAL EDGE NAIL ENGINEER EQUAL EQUIPMENT EACH WAY EXPANSION JOINT EXTERIOR FOOTING CONTINUOUS MARK FLOOR DRAIN FOUNDATION FINISH FLOOR FLOOR SQUARE FOOTING MARK FOOTING THICKENED SLAB FOOTING GAUGE GALVANIZED GLUE LAMINATED BEAM GENERAL STRUCTURAL NOTES GIRDER TRUSS HORIZONTAL BRIDGING HOLD -DOWN HORIZONTAL HEADED STUD ANCHOR HOLLOW STRUCTURAL SECTIONIBCICBOICCINTJTJSTK KLF KSF LBS LF MAS MAX MCJ MC -x MECH MFR MIN MISC ML -x MW -x NTS O.C.O.F. OPNG OPP PCF PL PLF PNL PSF PSI PT REINF REQ’D R.D.SBP -x SC -x SCP -x SIM SOG SQ STAG STD STIFF STL STR T&B TEMP THDS TO TOC TOD TOF TOS TOW TYP UNO VERT W/WWF WWMLEGEND OF ABBREVIATIONS AB ABV ALT ARCH BLDG BLK BLW BM BN BOTT BRDG BRG BTW CJ CJP CL CMU COL CONC CONN CONT COORD CS CTR CRW -x CW -x DB DBA DBE DBL DCW DET DIA DIM DN DWG (E)EA EF EL ELEC EN ENGR EQ EQUIP EW EJ EXT FC -x FD FND FF FL FS -x FTG FTS -x ga GALV GLB GSN GT HB HD HORIZ HSA HSSINTERNATIONAL BUILDING CODE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INTERNATIONAL CODE COUNCIL INTERIOR JOINT JOIST KIP(S) = 1000 POUNDS KIPS PER LINEAL FOOT IPS PER SQUARE FOOT POUNDS LINEAL FOOT MASONRY MAXIMUM MASONRY CONTROL JOINT MASONRY COLUMN MARK MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY LINTEL MARK MASONRY WALL MARK NOT TO SCALE ON CENTER OUTSIDE FACE OPENING OPPOSITE POUNDS PER CUBIC FOOT PLATE POUNDS PER LINEAL FOOT PANEL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT REINFORCING REQUIRED ROOF DRAIN STEEL BASE PLATE MARK STEEL COLUMN MARK STEEL CAP PLATE MARK SIMILAR SLAB ON GRADE SQUARE STAGGERED STANDARD STIFFENER STEEL STRUCTURAL TOP AND BOTTOM TEMPERATURE THREADS TOP OF TOP OF CONCRETE TOP OF DECK TOP OF FOOTING TOP OF STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WELDED WIRE FABRIC WELDED WIRE MESH
GE
N
E
R
A
L
1.
SP
E
C
I
F
I
C
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
I
N
T
H
E
D
R
A
W
I
N
G
S
S
H
A
L
L
G
O
V
E
R
N
O
V
E
R
T
H
E
ST
R
U
C
T
U
R
A
L
N
O
T
E
S
A
N
D
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
.
2.
TY
P
I
C
A
L
D
E
T
A
I
L
S
A
N
D
S
E
C
T
I
O
N
S
S
H
A
L
L
A
P
P
L
Y
W
H
E
R
E
S
P
E
C
I
F
I
C
D
E
T
A
I
L
S
AR
E
N
O
T
SH
O
W
N
.
3.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
V
E
R
I
F
Y
A
L
L
S
I
T
E
C
O
N
D
I
T
I
O
N
S
A
N
D
D
I
M
E
N
S
I
O
N
S
.
I
F
A
C
T
U
A
L
CO
N
D
I
T
I
O
N
S
D
I
F
F
E
R
F
R
O
M
T
H
O
S
E
S
H
O
W
N
I
N
T
H
E
C
O
N
T
R
A
C
T
D
R
A
W
I
N
G
S
,
T
H
E
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
I
M
M
E
D
I
A
T
E
L
Y
N
O
T
I
F
Y
T
H
E
A
R
C
H
I
T
E
C
T
/
E
N
G
I
N
E
E
R
B
E
F
O
R
E
PR
O
C
E
E
D
I
N
G
W
I
T
H
T
H
E
F
A
B
R
I
C
A
T
I
O
N
O
R
C
O
N
S
T
R
U
C
T
I
O
N
O
F
A
N
Y
E
F
F
E
C
T
E
D
EL
E
M
E
N
T
S
.
4.
CH
A
N
G
E
S
T
O
T
H
E
S
E
C
O
N
T
R
A
C
T
D
R
A
W
I
N
G
S
M
A
Y
B
E
M
A
D
E
O
N
L
Y
B
Y
A
N
A
U
T
H
O
R
IZ
E
D
RE
P
R
E
S
E
N
T
A
T
I
V
E
O
F
R
E
E
V
E
&
A
S
S
O
C
I
A
T
E
S
I
N
C
.
R
E
E
V
E
&
A
S
S
O
C
I
A
T
E
S
I
N
C.
S
H
A
L
L
NO
T
B
E
H
E
L
D
R
E
S
P
O
N
S
I
B
L
E
O
R
L
I
A
B
L
E
F
O
R
A
N
Y
C
L
A
I
M
S
A
R
I
S
I
N
G
D
I
R
E
C
T
L
Y
O
R
IN
D
I
R
E
C
T
L
Y
F
R
O
M
C
H
A
N
G
E
S
M
A
D
E
W
I
T
H
O
U
T
W
R
I
T
T
E
N
A
U
T
H
O
R
I
Z
A
T
I
O
N
B
Y
A
N
AU
T
H
O
R
I
Z
E
D
R
E
P
R
E
S
E
N
T
A
T
I
V
E
O
F
R
E
E
V
E
&
A
S
S
O
C
I
A
T
E
S
I
N
C
.
5.
OM
I
S
S
I
O
N
S
O
R
C
O
N
F
L
I
C
T
S
B
E
T
W
E
E
N
T
H
E
C
O
N
T
R
A
C
T
D
R
A
W
I
N
G
S
S
H
A
L
L
B
E
B
R
OU
G
H
T
TO
T
H
E
A
T
T
E
N
T
I
O
N
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
E
N
G
I
N
E
E
R
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
AN
Y
W
O
R
K
I
N
V
O
L
V
E
D
.
I
N
C
A
S
E
O
F
C
O
N
F
L
I
C
T
,
F
O
L
L
O
W
T
H
E
M
O
S
T
S
T
R
I
N
G
E
NT
RE
Q
U
I
R
E
M
E
N
T
A
S
D
I
R
E
C
T
E
D
B
Y
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
E
N
G
I
N
E
E
R
A
T
N
O
A
D
D
I
TI
O
N
A
L
CO
S
T
T
O
T
H
E
O
W
N
E
R
.
6.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
S
U
B
M
I
T
A
W
R
I
T
T
E
N
R
E
Q
U
E
S
T
T
O
T
H
E
A
R
C
H
I
T
E
C
T
A
ND
EN
G
I
N
E
E
R
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
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
MO
D
I
F
I
C
A
T
I
O
N
S
.
A
N
Y
W
O
R
K
D
O
N
E
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
B
E
F
O
R
E
R
E
C
E
I
V
I
N
G
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
W
I
L
L
B
E
A
T
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
R
I
S
K
.
7.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
O
R
D
I
N
A
T
E
W
I
T
H
A
L
L
T
R
A
D
E
S
A
N
Y
I
T
E
M
S
T
H
A
T
A
RE
T
O
BE
I
N
T
E
G
R
A
T
E
D
I
N
T
O
T
H
E
S
T
R
U
C
T
U
R
A
L
S
Y
S
T
E
M
S
U
C
H
A
S
O
P
E
N
I
N
G
S
,
PE
N
E
T
R
A
T
I
O
N
S
,
M
E
C
H
A
N
I
C
A
L
A
N
D
E
L
E
C
T
R
I
C
A
L
E
Q
U
I
P
M
E
N
T
,
E
T
C
.
S
I
Z
E
S
A
ND
LO
C
A
T
I
O
N
S
O
F
M
E
C
H
A
N
I
C
A
L
A
N
D
O
T
H
E
R
E
Q
U
I
P
M
E
N
T
T
H
A
T
D
I
F
F
E
R
S
F
R
O
M
T
H
OS
E
SH
O
W
N
O
N
T
H
E
C
O
N
T
R
A
C
T
D
R
A
W
I
N
G
S
S
H
A
L
L
B
E
R
E
P
O
R
T
E
D
T
O
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
EN
G
I
N
E
E
R
.
8.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
A
D
E
Q
U
A
T
E
S
H
O
R
I
N
G
A
N
D
B
R
A
C
I
N
G
A
S
R
E
Q
UI
R
E
D
FO
R
T
H
E
C
H
O
S
E
N
M
E
T
H
O
D
O
F
E
R
E
C
T
I
O
N
.
S
H
O
R
I
N
G
A
N
D
B
R
A
C
I
N
G
S
H
A
L
L
R
E
MA
I
N
I
N
PL
A
C
E
U
N
T
I
L
F
I
N
A
L
C
O
N
N
E
C
T
I
O
N
S
F
O
R
T
H
E
P
E
R
M
A
N
E
N
T
M
E
M
B
E
R
S
A
R
E
C
O
M
P
LE
T
E
D
.
TH
E
B
U
I
L
D
I
N
G
S
H
A
L
L
N
O
T
B
E
C
O
N
S
I
D
E
R
E
D
S
T
A
B
L
E
U
N
T
I
L
A
L
L
C
O
N
N
E
C
T
I
O
N
S
A
R
E
CO
M
P
L
E
T
E
D
.
W
A
L
L
S
S
H
A
L
L
N
O
T
B
E
C
O
N
S
I
D
E
R
E
D
S
E
L
F
-SU
P
P
O
R
T
I
N
G
A
N
D
S
H
A
L
L
B
E
BR
A
C
E
D
U
N
T
I
L
T
H
E
R
O
O
F
S
Y
S
T
E
M
I
S
C
O
M
P
L
E
T
E
D
.
9.
SI
T
E
O
B
S
E
R
V
A
T
I
O
N
S
B
Y
R
E
E
V
E
&
A
S
S
O
C
I
A
T
E
’
S
F
I
E
L
D
R
E
P
R
E
S
E
N
T
A
T
I
V
E
S
H
AL
L
N
O
T
BE
C
O
N
S
T
R
U
E
D
A
S
A
P
P
R
O
V
A
L
O
F
C
O
N
S
T
R
U
C
T
I
O
N
,
T
H
E
P
R
O
C
E
D
U
R
E
S
N
O
R
S
P
E
CI
A
L
IN
S
P
E
C
T
I
O
N
.
10
.
DE
T
A
I
L
I
N
G
A
N
D
S
H
O
P
D
R
A
W
I
N
G
P
R
O
D
U
C
T
I
O
N
F
O
R
S
T
R
U
C
T
U
R
A
L
E
L
E
M
E
N
T
S
W
I
LL
RE
Q
U
I
R
E
I
N
F
O
R
M
A
T
I
O
N
(
I
N
C
L
U
D
I
N
G
D
I
M
E
N
S
I
O
N
S
)
C
O
N
T
A
I
N
E
D
I
N
T
H
E
AR
C
H
I
T
E
C
T
U
R
A
L
,
S
T
R
U
C
T
U
R
A
L
A
N
D
/
O
R
O
T
H
E
R
C
O
N
S
U
L
T
A
N
T
S
'
D
R
A
W
I
N
G
S
.
T
HE
ST
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
S
H
A
L
L
B
E
U
S
E
D
I
N
C
O
N
J
U
N
C
T
I
O
N
W
I
T
H
T
H
E
AR
C
H
I
T
E
C
T
U
R
A
L
A
N
D
O
T
H
E
R
C
O
N
S
U
L
T
A
N
T
'
S
D
R
A
W
I
N
G
S
.
S
O
M
E
D
I
M
E
N
S
I
O
N
S
AN
D
EL
E
M
E
N
T
S
S
U
C
H
A
S
E
L
E
V
A
T
I
O
N
S
,
D
E
P
R
E
S
S
I
O
N
S
,
S
L
O
P
E
S
,
M
E
C
H
A
N
I
C
A
L
HO
U
S
E
K
E
E
P
I
N
G
P
A
D
S
,
E
T
C
.
A
R
E
N
O
T
S
H
O
W
N
I
N
T
H
E
S
T
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
S
E
E
TH
E
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
N
G
S
F
O
R
D
I
M
E
N
S
I
O
N
S
,
D
O
O
R
S
,
W
I
N
D
O
W
S
,
N
O
N
-BE
A
R
I
N
G
IN
T
E
R
I
O
R
A
N
D
E
X
T
E
R
I
O
R
W
A
L
L
S
,
E
L
E
V
A
T
I
O
N
S
,
S
L
O
P
E
S
,
S
T
A
I
R
S
,
C
U
R
B
S
,
DR
A
I
N
S
,
RE
C
E
S
S
E
S
,
D
E
P
R
E
S
S
I
O
N
S
,
R
A
I
L
I
N
G
S
,
W
A
T
E
R
P
R
O
O
F
I
N
G
,
F
I
N
I
S
H
E
S
,
C
H
A
M
F
E
RS
,
KE
R
F
S
,
E
T
C
.
11
.
RE
V
I
E
W
O
F
S
H
O
P
D
R
A
W
I
N
G
S
U
B
M
I
T
T
A
L
S
B
Y
R
E
E
V
E
&
A
S
S
O
C
I
A
T
E
S
I
S
F
O
R
G
EN
E
R
A
L
CO
M
P
L
I
A
N
C
E
O
N
L
Y
A
N
D
I
S
N
O
T
I
N
T
E
N
D
E
D
F
O
R
A
P
P
R
O
V
A
L
.
T
H
E
S
H
O
P
D
R
A
W
IN
G
RE
V
I
E
W
S
H
A
L
L
N
O
T
R
E
L
I
E
V
E
T
H
E
C
O
N
T
R
A
C
T
O
R
F
R
O
M
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
OF
CO
M
P
L
E
T
I
N
G
T
H
E
P
R
O
J
E
C
T
A
C
C
O
R
D
I
N
G
T
O
T
H
E
C
O
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
.
12
.
SH
O
P
D
R
A
W
I
N
G
S
M
A
D
E
F
R
O
M
R
E
P
R
O
D
U
C
T
I
O
N
S
O
F
T
H
E
S
T
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
W
I
L
L
B
E
R
E
J
E
C
T
E
D
U
N
L
E
S
S
T
H
E
C
O
N
T
R
A
C
T
O
R
S
I
G
N
S
A
R
E
L
E
A
S
E
A
G
R
E
E
M
E
N
T
P
R
I
O
R
TO
T
H
E
S
H
O
P
D
R
A
W
I
N
G
S
B
E
I
N
G
R
E
V
I
E
W
E
D
.
T
H
E
C
O
N
T
R
A
C
T
O
R
M
A
Y
A
L
S
O
O
B
TA
I
N
EL
E
C
T
R
O
N
I
C
F
I
L
E
S
O
F
T
H
E
P
L
A
N
S
H
E
E
T
S
A
F
T
E
R
S
I
G
N
I
N
G
A
R
E
L
E
A
S
E
A
G
R
E
EM
E
N
T
.
EL
E
C
T
R
O
N
I
C
F
I
L
E
S
O
F
T
H
E
D
E
T
A
I
L
S
H
E
E
T
S
A
N
D
S
C
H
E
D
U
L
E
S
H
E
E
T
S
W
I
L
L
N
OT
B
E
MA
D
E
A
V
A
I
L
A
B
L
E
.
EP
O
X
Y
1.
EP
O
X
Y
S
H
A
L
L
B
E
“
H
I
T
R
E
5
0
0
”
B
Y
H
I
L
T
I
C
O
R
P
O
R
A
T
I
O
N
,
“
A
N
C
H
O
R
-IT
”
B
Y
A
D
H
E
S
I
V
E
TE
C
H
N
O
L
O
G
Y
C
O
R
P
O
R
A
T
I
O
N
,
“
E
P
C
O
N
I
N
J
E
C
T
I
O
N
S
Y
S
T
E
M
”
B
Y
R
A
M
S
E
T
/
R
E
D
H
E
AD
,
“P
O
W
E
R
-FA
S
T
”
B
Y
P
O
W
E
R
S
R
A
W
L
,
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
.
2.
AL
L
D
R
I
L
L
E
D
H
O
L
E
S
S
H
A
L
L
B
E
1
/
8
I
N
C
H
L
A
R
G
E
R
T
H
A
N
T
H
E
B
A
R
O
R
A
N
C
H
O
R
B
O
L
T
BE
I
N
G
I
N
S
T
A
L
L
E
D
.
3.
AF
T
E
R
D
R
I
L
L
I
N
G
T
H
E
P
R
O
P
E
R
S
I
Z
E
H
O
L
E
,
C
L
E
A
N
T
H
E
W
A
L
L
S
A
N
D
B
O
T
T
O
M
OF
T
H
E
HO
L
E
O
F
A
L
L
D
U
S
T
A
N
D
D
E
B
R
I
S
U
S
I
N
G
A
N
Y
L
O
N
B
R
U
S
H
I
N
C
O
N
J
U
N
C
T
I
O
N
W
IT
H
O
I
L
FR
E
E
C
O
M
P
R
E
S
S
E
D
A
I
R
.
T
H
E
H
O
L
E
S
H
A
L
L
B
E
F
R
E
E
O
F
D
U
S
T
,
D
E
B
R
I
S
A
N
D
S
T
A
N
D
I
N
G
WA
T
E
R
.
4.
FO
L
L
O
W
T
H
E
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
F
O
R
E
P
O
X
Y
I
N
S
T
A
L
L
A
T
I
O
N
.
BA
S
I
S
O
F
D
E
S
I
G
N
1.
GO
V
E
R
N
I
N
G
B
U
I
L
D
I
N
G
C
O
D
E
IN
T
E
R
N
A
T
I
O
N
A
L
B
U
I
L
D
I
N
G
C
O
D
E
2
0
1
5
2.
RO
O
F
S
N
O
W
L
O
A
D
a.
GR
O
U
N
D
S
N
O
W
L
O
A
D
PG
=
5
0
ps
f
b.
FL
A
T
R
O
O
F
S
N
O
W
L
O
A
D
PF
=
3
5
ps
f
+
D
R
I
F
T
c.
SN
O
W
E
X
P
O
S
U
R
E
F
A
C
T
O
R
CE
=
1
.
0
d.
SN
O
W
L
O
A
D
I
M
P
O
R
T
A
N
C
E
F
A
C
T
O
R
IS
=
1
.
0
e.
TH
E
R
M
A
L
F
A
C
T
O
R
CT
=
1
.
0
3.
WI
N
D
L
O
A
D
a.
BA
S
I
C
W
I
N
D
S
P
E
E
D
(
3
S
E
C
O
N
D
G
U
S
T
)
11
5
M
P
H
b.
WI
N
D
I
M
P
O
R
T
A
N
C
E
F
A
C
T
O
R
1.
0
0
c.
WI
N
D
E
X
P
O
S
U
R
E
C
d.
IN
T
E
R
N
A
L
P
R
E
S
S
U
R
E
C
O
E
F
F
I
C
I
E
N
T
±
0
.
1
8
4.
EA
R
T
H
Q
U
A
K
E
D
E
S
I
G
N
D
A
T
A
a.
SE
I
S
M
I
C
I
M
P
O
R
T
A
N
C
E
F
A
C
T
O
R
1.
0
0
b.
SP
E
C
T
R
A
L
R
E
S
P
O
N
S
E
C
O
E
F
F
I
C
I
E
N
T
S
•
SH
O
R
T
P
E
R
I
O
D
A
C
C
E
L
E
R
A
T
I
O
N
SD
S
=
0.
4
3
0
g
•
1 -SE
C
O
N
D
A
C
C
E
L
E
R
A
T
I
O
N
SD
1
=
0.
2
2
8
g
c.
SI
T
E
C
L
A
S
S
(
S
O
I
L
P
R
O
F
I
L
E
)
D
d.
BA
S
I
C
S
E
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
MA
S
O
N
R
Y
S
H
E
A
R
W
A
L
L
(
E
X
I
S
T
I
N
G
)
•
RE
S
P
O
N
S
E
M
O
D
I
F
I
C
A
T
I
O
N
C
O
E
F
F
I
C
I
E
N
T
R
=
5
.
0
•
SY
S
T
E
M
O
V
E
R
-ST
R
E
N
G
T
H
F
A
C
T
O
R
WO
=
2
.
5
•
DE
F
L
E
C
T
I
O
N
A
M
P
L
I
F
I
C
A
T
I
O
N
F
A
C
T
O
R
CD
=
2
.
5
e.
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
L
A
T
E
R
A
L
F
O
R
C
E
f.
BU
I
L
D
I
N
G
S
E
I
S
M
I
C
D
E
S
I
G
N
C
A
T
E
G
O
R
Y
D
FO
U
N
D
A
T
I
O
N
1.
SO
I
L
S
I
N
V
E
S
T
I
G
A
T
I
O
N
R
E
P
O
R
T
:
--
-
2.
SO
I
L
B
E
A
R
I
N
G
P
R
E
S
S
U
R
E
:
1
5
0
0
l
b
s
3.
FR
O
S
T
P
R
O
T
E
C
T
I
O
N
:
3
0
I
N
C
H
E
S
M
I
N
I
M
U
M
.
4.
CL
E
A
R
E
X
C
A
V
A
T
I
O
N
S
O
F
D
E
B
R
I
S
A
N
D
L
O
O
S
E
S
O
I
L
P
R
I
O
R
T
O
P
L
A
C
I
N
G
F
O
O
T
IN
G
S
.
AL
L
F
O
O
T
I
N
G
S
S
H
A
L
L
B
E
A
R
O
N
U
N
D
I
S
T
U
R
B
E
D
N
A
T
U
R
A
L
S
U
B
-GR
A
D
E
O
R
EN
G
I
N
E
E
R
E
D
C
O
M
P
A
C
T
E
D
F
I
L
L
A
S
N
O
T
E
D
I
N
T
H
E
S
E
D
R
A
W
I
N
G
S
.
5.
FO
O
T
I
N
G
E
L
E
V
A
T
I
O
N
S
O
N
P
L
A
N
A
R
E
T
O
P
O
F
F
O
O
T
I
N
G
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
EA
R
T
H
W
O
R
K
1.
CL
E
A
R
I
N
G
:
R
E
M
O
V
E
A
L
L
E
X
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
S
A
N
D
A
S
S
O
C
I
A
T
E
D
F
O
U
N
D
A
T
I
ON
S
,
SL
A
B
S
,
F
E
N
C
I
N
G
,
A
S
P
H
A
L
T
,
C
O
N
C
R
E
T
E
,
A
N
D
I
N
C
I
D
E
N
T
A
L
S
T
R
U
C
T
U
R
E
S
A
S
NE
C
E
S
S
A
R
Y
F
O
R
P
R
O
J
E
C
T
C
O
M
P
L
E
T
I
O
N
.
T
H
E
B
U
I
L
D
I
N
G
A
R
E
A
S
H
A
L
L
B
E
S
T
RI
P
P
E
D
OF
A
L
L
V
E
G
E
T
A
T
I
O
N
,
T
O
P
S
O
I
L
A
N
D
D
E
B
R
I
S
.
F
O
L
L
O
W
I
N
G
S
T
R
I
P
P
I
N
G
,
A
L
L
F
I
L
L
S
O
I
L
S
AN
D
A
N
Y
R
E
M
A
I
N
I
N
G
L
O
O
S
E
N
A
T
U
R
A
L
S
O
I
L
S
S
H
A
L
L
B
E
E
X
C
A
V
A
T
E
D
T
O
E
X
P
O
SE
CO
M
P
E
T
E
N
T
N
A
T
U
R
A
L
S
O
I
L
S
.
2.
TH
E
C
O
N
T
R
A
C
T
O
R
I
S
T
O
F
O
L
L
O
W
T
H
E
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
O
F
T
H
E
S
O
I
L
S
E
N
G
IN
E
E
R
.
3.
PR
O
O
F
R
O
L
L
T
H
E
E
N
T
I
R
E
B
U
I
L
D
I
N
G
P
A
D
A
R
E
A
W
I
T
H
N
O
R
M
A
L
C
O
M
P
A
C
T
I
O
N
EQ
U
I
P
M
E
N
T
T
O
C
H
E
C
K
F
O
R
T
H
E
P
R
E
S
E
N
C
E
O
F
U
N
S
U
I
T
A
B
L
E
F
I
L
L
S
,
S
O
F
T
S
P
OT
S
,
O
R
OT
H
E
R
U
N
D
E
S
I
R
A
B
L
E
M
A
T
E
R
I
A
L
S
O
R
C
O
N
D
I
T
I
O
N
S
.
R
E
M
O
V
E
S
U
B
-GR
A
D
E
M
A
T
E
R
I
A
L
S
TH
A
T
A
R
E
U
N
S
U
I
T
A
B
L
E
A
N
D
R
E
P
L
A
C
E
A
S
D
I
R
E
C
T
E
D
B
Y
T
H
E
S
O
I
L
S
R
E
P
O
R
T
.
4.
CO
M
P
A
C
T
E
D
S
T
R
U
C
T
U
R
A
L
F
I
L
L
:
A
L
L
F
I
L
L
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
A
W
E
L
L
-GR
A
D
E
D
GR
A
N
U
L
A
R
M
A
T
E
R
I
A
L
W
I
T
H
A
M
A
X
I
M
U
M
S
I
Z
E
L
E
S
S
T
H
A
N
3
I
N
C
H
E
S
A
N
D
W
I
T
H
N
O
T
MO
R
E
T
H
A
N
2
0
P
E
R
C
E
N
T
P
A
S
S
I
N
G
A
N
O
.
2
0
0
S
I
E
V
E
.
I
T
S
H
A
L
L
B
E
C
O
M
P
A
CT
E
D
T
O
A
T
LE
A
S
T
9
5
P
E
R
C
E
N
T
O
F
T
H
E
M
A
X
I
M
U
M
L
A
B
O
R
A
T
O
R
Y
D
E
N
S
I
T
Y
A
S
D
E
T
E
R
M
I
N
E
D
B
Y
AS
T
M
D
1
5
5
7
F
O
R
F
I
L
L
B
E
N
E
A
T
H
F
O
O
T
I
N
G
S
A
N
D
9
2
P
E
R
C
E
N
T
F
O
R
F
I
L
L
B
E
NE
A
T
H
FL
O
O
R
S
L
A
B
S
.
A
L
L
F
I
L
L
S
H
A
L
L
B
E
T
E
S
T
E
D
.
C
O
M
P
A
C
T
E
D
S
T
R
U
C
T
U
R
A
L
F
IL
L
S
H
A
L
L
BE
P
L
A
C
E
D
I
N
L
I
F
T
S
N
O
T
E
X
C
E
E
D
I
N
G
8
I
N
C
H
E
S
I
N
U
N
C
O
M
P
A
C
T
E
D
T
H
I
C
K
N
E
SS
.
5.
FL
O
O
R
S
L
A
B
S
T
H
I
C
K
N
E
S
S
E
S
S
H
A
L
L
B
E
R
E
Q
U
I
R
E
D
B
Y
T
H
E
P
L
A
N
S
A
N
D
U
N
D
E
R
LA
I
N
B
Y
A
G
R
A
N
U
L
A
R
L
A
Y
E
R
A
T
L
E
A
S
T
4
I
N
C
H
E
S
T
H
I
C
K
.
T
H
E
G
R
A
N
U
L
A
R
L
A
Y
E
R
S
H
AL
L
H
A
V
E
A
MA
X
I
M
U
M
S
I
Z
E
L
E
S
S
T
H
A
N
1
I
N
C
H
.
6.
CO
N
S
U
L
T
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
T
H
E
G
E
O
T
E
C
H
N
I
C
A
L
E
N
G
I
N
E
E
R
F
O
R
F
U
R
T
H
E
R
EA
R
T
H
W
O
R
K
R
E
Q
U
I
R
E
M
E
N
T
S
.
ST
R
U
C
T
U
R
A
L
S
T
E
E
L
1.
MA
T
E
R
I
A
L
:
a.
WI
D
E
F
L
A
N
G
E
S
S
E
C
T
I
O
N
AS
T
M
A
9
9
2
(
5
0
K
S
I
)
b.
OT
H
E
R
S
H
A
P
E
S
&
P
L
A
T
E
S
AS
T
M
A
3
6
c.
ST
E
E
L
T
U
B
E
S
AS
T
M
A
5
0
0
G
R
A
D
E
B
(
4
6
K
S
I
)
d.
DE
F
O
R
M
E
D
B
A
R
A
N
C
H
O
R
S
(
D
B
A
)
AS
T
M
A
4
9
6
e.
HE
A
D
E
D
S
T
U
D
A
N
C
H
O
R
S
(
H
S
A
)
AS
T
M
A
1
0
8
f.
AN
C
H
O
R
B
O
L
T
S
AS
T
M
A
3
0
7
W
I
T
H
A
S
T
M
A
5
6
3
H
E
A
V
Y
H
E
X
N
U
T
S
W
I
T
H
H
A
R
D
E
N
E
D
WA
S
H
E
R
S
G
R
A
D
E
A
2.
FA
B
R
I
C
A
T
I
O
N
A
N
D
C
O
N
S
T
R
U
C
T
I
O
N
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
I
T
I
O
N
O
F
T
H
E
FO
L
L
O
W
I
N
G
C
O
D
E
S
A
N
D
S
T
A
N
D
A
R
D
S
:
a.
AM
E
R
I
C
A
N
I
N
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
I
S
C
)
,
"
S
P
E
C
I
F
I
C
A
T
I
O
N
FO
R
T
H
E
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
S
T
E
E
L
F
O
R
B
U
I
L
D
I
N
GS
,
"
W
I
T
H
"C
O
M
M
E
N
T
A
R
Y
"
.
b.
AI
S
C
"
C
O
D
E
O
F
S
T
A
N
D
A
R
D
P
R
A
C
T
I
C
E
"
E
X
C
L
U
D
I
N
G
T
H
E
F
O
L
L
O
W
I
N
G
:
S
E
C
T
I
O
N
3
.
4
,
SE
C
T
I
O
N
4
.
4
,
S
E
C
T
I
O
N
4
.
4
.
1
.
c.
AI
S
C
"
S
P
E
C
I
F
I
C
A
T
I
O
N
F
O
R
S
T
R
U
C
T
U
R
A
L
J
O
I
N
T
S
U
S
I
N
G
A
S
T
M
A
3
2
5
O
R
A
4
9
0
B
O
L
T
S
"
d.
AM
E
R
I
C
A
N
W
E
L
D
I
N
G
S
O
C
I
E
T
Y
(
A
W
S
)
,
S
T
R
U
C
T
U
R
A
L
W
E
L
D
I
N
G
C
O
D
E
(
S
P
E
C
I
F
I
C
I
T
E
M
S
DO
N
O
T
A
P
P
L
Y
W
H
E
N
T
H
E
Y
C
O
N
F
L
I
C
T
W
I
T
H
T
H
E
A
I
S
C
R
E
Q
U
I
R
E
M
E
N
T
S
)
.
e.
AI
S
C
“
S
E
I
S
M
I
C
P
R
O
V
I
S
I
O
N
F
O
R
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
B
U
I
L
D
I
N
G
S
.
”
3.
WE
L
D
I
N
G
a.
AL
L
W
E
L
D
I
N
G
A
N
D
C
U
T
T
I
N
G
S
H
A
L
L
B
E
P
E
R
F
O
R
M
E
D
B
Y
A
W
S
C
E
R
T
I
F
I
E
D
W
E
L
D
ER
S
.
b.
US
E
E
-70
X
X
O
R
A
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
E
6
0
X
X
M
A
Y
B
E
U
S
E
D
F
O
R
W
E
L
D
I
N
G
S
T
E
EL
FL
O
O
R
A
N
D
R
O
O
F
D
E
C
K
S
.
c.
AL
L
I
N
T
E
R
S
E
C
T
I
N
G
S
T
E
E
L
S
H
A
P
E
S
,
W
H
I
C
H
A
R
E
N
O
T
B
O
L
T
E
D
,
S
H
A
L
L
B
E
C
O
NN
E
C
T
E
D
BY
A
F
I
L
L
E
T
W
E
L
D
A
L
L
A
R
O
U
N
D
,
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
W
H
E
R
E
F
I
L
L
ET
W
E
L
D
SI
Z
E
S
A
R
E
N
O
T
S
H
O
W
N
T
H
E
Y
S
H
A
L
L
B
E
1
/
1
6
"
L
E
S
S
T
H
A
N
T
H
E
T
H
I
N
N
E
S
T
O
F
T
H
E
CO
N
N
E
C
T
E
D
P
A
R
T
S
F
O
R
T
H
I
C
K
N
E
S
S
E
S
1
/
4
"
A
N
D
L
A
R
G
E
R
.
F
I
L
L
E
T
W
E
L
D
S
O
N
P
L
A
T
E
S
LE
S
S
T
H
A
N
1
/
4
"
S
H
A
L
L
B
E
O
F
T
H
E
S
A
M
E
S
I
Z
E
A
S
T
H
E
T
H
I
N
N
E
S
T
O
F
T
H
E
CO
N
N
E
C
T
E
D
PA
R
T
.
4.
RE
I
N
F
O
R
C
I
N
G
B
A
R
S
:
a.
DO
N
O
T
W
E
L
D
R
E
B
A
R
.
D
O
N
O
T
S
U
B
S
T
I
T
U
T
E
R
E
I
N
F
O
R
C
I
N
G
B
A
R
S
F
O
R
D
E
F
O
R
ME
D
BA
R
A
N
C
H
O
R
S
(
D
B
A
S
)
,
S
T
R
U
C
T
U
R
A
L
B
O
L
T
S
,
O
R
H
E
A
D
E
D
S
T
U
D
A
N
C
H
O
R
S
(
H
S
AS
)
.
b.
DO
N
O
T
W
E
L
D
A
N
C
H
O
R
B
O
L
T
S
,
I
N
C
L
U
D
I
N
G
“
T
A
C
K
”
W
E
L
D
S
.
c.
HE
A
D
E
D
S
T
U
D
A
N
C
H
O
R
S
(
H
S
A
S
)
W
E
L
D
I
N
G
A
N
D
D
E
F
O
R
M
E
D
B
A
R
A
N
C
H
O
R
W
E
L
D
I
NG
SH
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
M
A
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
.
5.
BO
L
T
E
D
C
O
N
N
E
C
T
I
O
N
S
:
a.
US
E
A
S
T
M
A
3
2
5
N
B
O
L
T
S
F
O
R
S
T
E
E
L
T
O
S
T
E
E
L
C
O
N
N
E
C
T
I
O
N
S
,
A
S
N
O
T
E
D
H
E
RE
I
N
O
R
AS
N
O
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
.
A
3
2
5
N
B
O
L
T
S
S
H
A
L
L
B
E
U
S
E
D
I
N
C
O
N
N
E
C
T
I
O
NS
F
O
R
SI
M
P
L
E
S
P
A
N
F
R
A
M
I
N
G
A
N
D
B
E
A
M
(
O
R
G
I
R
D
E
R
)
T
O
B
E
A
R
I
N
G
P
L
A
T
E
C
O
N
N
E
C
TI
O
N
S
.
TI
G
H
T
E
N
B
O
L
T
S
T
O
A
S
N
U
G
T
I
G
H
T
C
O
N
D
I
T
I
O
N
.
b.
US
E
H
A
R
D
E
N
E
D
W
A
S
H
E
R
S
B
E
N
E
A
T
H
T
H
E
T
U
R
N
E
D
E
L
E
M
E
N
T
O
F
A
L
L
B
O
L
T
S
O
R
NU
T
S
.
US
E
H
A
R
D
E
N
E
D
B
E
V
E
L
E
D
W
A
S
H
E
R
S
,
T
O
C
O
M
P
E
N
S
A
T
E
F
O
R
T
H
E
L
A
C
K
O
F
PA
R
A
L
L
E
L
I
S
M
,
W
H
E
R
E
T
H
E
O
U
T
E
R
F
A
C
E
O
F
T
H
E
B
O
L
T
E
D
P
A
R
T
S
H
A
S
A
S
L
O
P
E
GR
E
A
T
E
R
T
H
A
N
O
N
E
I
N
T
W
E
N
T
Y
W
I
T
H
R
E
S
P
E
C
T
T
O
T
H
E
P
L
A
N
E
N
O
R
M
A
L
T
O
T
HE
B
O
L
T
AX
I
S
.
A
T
O
V
E
R
S
I
Z
E
D
H
O
L
E
S
H
A
R
D
E
N
E
D
W
A
S
H
E
R
S
O
R
P
L
A
T
E
S
S
H
A
L
L
C
O
N
F
O
R
M
W
I
T
H
AS
T
M
F
-43
6
A
N
D
S
H
A
L
L
C
O
M
P
L
E
T
E
L
Y
C
O
V
E
R
T
H
E
S
L
O
T
A
F
T
E
R
I
N
S
T
A
L
L
A
T
I
O
N
.
WH
E
R
E
A
4
9
0
B
O
L
T
S
A
R
E
S
P
E
C
I
F
I
E
D
,
P
R
O
V
I
D
E
H
A
R
D
E
N
E
D
W
A
S
H
E
R
S
B
E
N
E
A
T
H
B
O
T
H
TH
E
H
E
A
D
A
N
D
T
H
E
N
U
T
,
A
S
R
E
Q
U
I
R
E
D
B
Y
A
I
S
C
.
c.
WH
E
R
E
A
S
T
E
E
L
T
O
S
T
E
E
L
B
E
A
M
C
O
N
N
E
C
T
I
O
N
I
S
N
O
T
S
H
O
W
N
,
P
R
O
V
I
D
E
A
ST
A
N
D
A
R
D
A
I
S
C
F
R
A
M
E
D
C
O
N
N
E
C
T
I
O
N
F
O
R
O
N
E
H
A
L
F
T
H
E
T
O
T
A
L
U
N
I
F
O
R
M
L
OA
D
CA
P
A
C
I
T
Y
O
F
T
H
E
B
E
A
M
F
O
R
T
H
E
S
P
A
N
A
N
D
S
T
E
E
L
S
P
E
C
I
F
I
E
D
.
d.
B
O
L
T
S
,
N
U
T
S
A
N
D
W
A
S
H
E
R
S
S
H
A
L
L
N
O
T
B
E
R
E
U
S
E
D
.
6.
PR
O
V
I
D
E
F
U
L
L
-DE
P
T
H
W
E
B
-ST
I
F
F
E
N
E
R
P
L
A
T
E
S
A
T
E
A
C
H
S
I
D
E
O
F
A
L
L
B
E
A
M
S
A
T
A
L
L
BE
A
R
I
N
G
P
O
I
N
T
S
.
S
T
I
F
F
E
N
E
R
P
L
A
T
E
S
S
H
A
L
L
B
E
T
H
E
T
H
I
C
K
N
E
S
S
C
A
L
L
E
D
O
UT
B
E
L
O
W
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
A
N
D
S
H
A
L
L
B
E
W
E
L
D
E
D
B
O
T
H
S
I
D
E
S
W
I
T
H
F
I
L
L
E
T
W
E
L
D
S
AL
L
A
R
O
U
N
D
:
FL
A
N
G
E
W
I
D
T
H
ST
I
F
F
E
N
E
R
T
H
I
C
K
N
E
S
S
WE
L
D
S
I
Z
E
LE
S
S
T
H
A
N
8
1
/
4
"
1/
4
"
3/
1
6
"
8
1
/
4
"
T
O
1
2
1
/
4
"
3/
8
"
1/
4
"
12
1
/
4
"
T
O
1
6
1
/
2
"
1/
2
"
5/
1
6
"
16
1
/
2
”
T
O
2
0
3
/
4
”
5/
8
”
3/
8
”
DE
F
E
R
R
E
D
S
U
B
M
I
T
T
A
L
S
1.
IT
E
M
S
R
E
Q
U
I
R
I
N
G
D
E
F
E
R
R
E
D
S
U
B
M
I
T
T
A
L
S
T
H
A
T
A
R
E
L
I
S
T
E
D
B
E
L
O
W
A
R
E
T
O
B
E
DE
S
I
G
N
E
D
A
N
D
F
A
B
R
I
C
A
T
E
D
B
Y
A
M
A
N
U
F
A
C
T
U
R
E
R
A
C
C
O
R
D
I
N
G
T
O
S
P
E
C
I
F
I
C
A
TI
O
N
S
GI
V
E
N
I
N
S
T
R
U
C
T
U
R
A
L
A
N
D
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
2.
TH
E
S
E
D
E
F
E
R
R
E
D
S
U
B
M
I
T
T
A
L
S
S
H
A
L
L
F
I
R
S
T
B
E
S
U
B
M
I
T
T
E
D
T
O
T
H
E
P
R
O
J
E
C
T
AR
C
H
I
T
E
C
T
A
N
D
/
O
R
E
N
G
I
N
E
E
R
F
O
R
R
E
V
I
E
W
A
N
D
C
O
O
R
D
I
N
A
T
I
O
N
;
F
O
L
L
O
W
I
N
G
T
H
E
CO
M
P
L
E
T
I
O
N
O
F
P
R
O
J
E
C
T
A
R
C
H
I
T
E
C
T
/
E
N
G
I
N
E
E
R
R
E
V
I
E
W
A
N
D
C
O
O
R
D
I
N
A
T
I
O
N
,
A
SU
B
M
I
T
T
A
L
T
O
T
H
E
C
I
T
Y
S
H
A
L
L
B
E
M
A
D
E
(
F
O
R
C
I
T
Y
R
E
V
I
E
W
A
N
D
A
P
P
R
O
V
A
L)
,
W
H
I
C
H
SH
A
L
L
I
N
C
L
U
D
E
A
L
E
T
T
E
R
S
T
A
T
I
N
G
T
H
I
S
R
E
V
I
E
W
A
N
D
C
O
O
R
D
I
N
A
T
I
O
N
H
A
S
BE
E
N
PE
R
F
O
R
M
E
D
A
N
D
C
O
M
P
L
E
T
E
D
A
N
D
P
L
A
N
S
A
N
D
C
A
L
C
U
L
A
T
I
O
N
S
F
O
R
T
H
E
D
E
F
E
R
RE
D
IT
E
M
S
A
R
E
F
O
U
N
D
T
O
B
E
A
C
C
E
P
T
A
B
L
E
(
E
.
G
.
,
W
I
T
H
R
E
G
A
R
D
T
O
G
E
O
M
E
T
R
Y
,
L
O
A
D
CO
N
D
I
T
I
O
N
S
,
E
T
C
.
)
W
I
T
H
N
O
E
X
C
E
P
T
I
O
N
S
.
3.
FI
N
A
L
D
R
A
W
I
N
G
S
S
H
A
L
L
I
N
C
L
U
D
E
S
E
T
S
S
I
G
N
E
D
A
N
D
S
E
A
L
E
D
B
Y
A
P
R
O
F
E
S
S
IO
N
A
L
EN
G
I
N
E
E
R
L
I
C
E
N
S
E
D
I
N
T
H
E
S
T
A
T
E
I
N
W
H
I
C
H
C
O
N
S
T
R
U
C
T
I
O
N
W
I
L
L
O
C
C
U
R
AN
D
S
H
A
L
L
BE
A
V
A
I
L
A
B
L
E
A
T
T
H
E
J
O
B
S
I
T
E
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
4.
NO
D
E
F
E
R
R
E
D
S
U
B
M
I
T
T
A
L
I
T
E
M
S
A
R
E
T
O
B
E
I
N
S
T
A
L
L
E
D
U
N
T
I
L
T
H
E
C
I
T
Y
H
AS
H
A
D
T
H
E
OP
P
O
R
T
U
N
I
T
Y
T
O
R
E
V
I
E
W
A
N
D
A
P
P
R
O
V
E
T
H
E
S
U
B
M
I
T
T
A
L
S
.
CO
N
C
R
E
T
E
1.
MA
T
E
R
I
A
L
S
,
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
:
a.
NO
R
M
A
L
W
E
I
G
H
T
A
G
G
R
E
G
A
T
E
S
AS
T
M
C
3
3
b.
FL
Y
A
S
H
,
C
L
A
S
S
F
P
O
Z
Z
O
L
A
N
AS
T
M
C
6
1
8
c.
RE
I
N
F
O
R
C
I
N
G
S
T
E
E
L
AS
T
M
6
1
5
G
R
A
D
E
6
0
(
F
Y
=
6
0
K
S
I
)
d.
DE
F
O
R
M
E
D
B
A
R
A
N
C
H
O
R
S
(
D
B
A
)
AS
T
M
A
4
9
6
e.
HE
A
D
E
D
S
T
U
D
A
N
C
H
O
R
S
(
H
S
A
)
AS
T
M
A
1
0
8
f.
AN
C
H
O
R
B
O
L
T
S
AS
T
M
F
1
5
5
4
G
R
.
3
6
g.
HE
A
V
Y
H
E
X
N
U
T
S
W
I
T
H
H
A
R
D
E
N
E
D
W
A
S
H
E
R
S
AS
T
M
A
5
6
3
h.
AD
M
I
X
T
U
R
E
S
:
•
AI
R
-EN
T
R
A
I
N
I
N
G
A
D
M
I
X
T
U
R
E
S
C
O
M
P
L
Y
W
I
T
H
A
S
T
M
C
2
6
0
(
W
H
E
N
U
S
E
D
)
.
•
CA
L
C
I
U
M
C
H
L
O
R
I
D
E
S
H
A
L
L
N
O
T
B
E
A
D
D
E
D
T
O
T
H
E
C
O
N
C
R
E
T
E
M
I
X
.
UN
R
E
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
S
L
A
B
S
O
N
G
R
A
D
E
M
A
Y
H
A
V
E
C
A
L
C
I
U
M
C
H
L
O
R
I
D
E
NO
T
E
X
C
E
E
D
I
N
G
O
N
E
P
E
R
C
E
N
T
.
i.
TY
P
E
I
/
I
I
C
E
M
E
N
T
C
O
M
P
L
Y
I
N
G
W
I
T
H
A
S
T
M
C
-15
0
S
H
A
L
L
B
E
U
S
E
D
F
O
R
A
L
L
CO
N
C
R
E
T
E
.
j.
TH
E
W
A
T
E
R
/
C
E
M
E
N
T
R
A
T
I
O
F
O
R
C
O
N
C
R
E
T
E
4
0
0
0
P
S
I
A
N
D
G
R
E
A
T
E
R
S
H
A
L
L
N
OT
EX
C
E
E
D
0
.
5
0
(
E
X
C
L
U
D
I
N
G
G
R
O
U
T
S
)
.
k.
TH
E
S
L
U
M
P
O
F
A
L
L
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
L
I
M
I
T
E
D
T
O
4
”
U
N
L
E
S
S
P
L
A
S
T
I
C
I
ZE
R
S
AR
E
U
S
E
D
(
E
X
C
L
U
D
I
N
G
G
R
O
U
T
S
)
.
l.
PR
O
V
I
D
E
A
I
R
E
N
T
R
A
I
N
I
N
G
A
S
R
E
C
O
M
M
E
N
D
E
D
B
Y
A
C
I
3
1
8
.
m.
AI
R
E
N
T
R
A
I
N
M
E
N
T
S
H
A
L
L
B
E
A
D
J
U
S
T
E
D
F
O
R
T
H
E
U
S
E
O
F
A
D
M
I
X
T
U
R
E
S
A
N
D
FL
Y
AS
H
.
n.
FL
Y
A
S
H
S
H
A
L
L
B
E
A
M
A
X
I
M
U
M
O
F
2
0
%
O
F
T
H
E
C
E
M
E
N
T
I
T
I
O
U
S
M
A
T
E
R
I
A
L
.
o.
NO
A
L
U
M
I
N
U
M
C
O
N
D
U
I
T
O
R
P
R
O
D
U
C
T
C
O
N
T
A
I
N
I
N
G
A
L
U
M
I
N
U
M
O
R
A
N
Y
O
T
H
E
R
MA
T
E
R
I
A
L
I
N
J
U
R
I
O
U
S
T
O
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
E
M
B
E
D
D
E
D
I
N
C
O
N
C
R
E
T
E
.
2.
CO
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
S
O
F
C
O
N
C
R
E
T
E
A
T
2
8
D
A
Y
S
S
H
A
L
L
B
E
A
S
F
O
L
L
O
W
S
:
a.
FO
O
T
I
N
G
S
4,
5
0
0
P
S
I
b.
IN
T
E
R
I
O
R
S
L
A
B
S
O
N
G
R
A
D
E
4,
0
0
0
P
S
I
•
M
I
X
D
E
S
I
G
N
S
H
A
L
L
B
E
B
A
S
E
D
U
P
O
N
T
H
E
U
S
E
O
F
1
.
1
/
2
”
C
O
A
R
S
E
A
G
G
R
E
G
A
TE
(A
B
O
U
T
1
5
%
)
c.
FO
U
N
D
A
T
I
O
N
W
A
L
L
S
4,
5
0
0
P
S
I
d.
TI
L
T
U
P
W
A
L
L
P
A
N
E
L
S
4,
0
0
0
P
S
I
e.
AL
L
S
I
T
E
C
A
S
T
C
O
N
C
R
E
T
E
4,
5
0
0
P
S
I
3.
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
D
E
S
I
G
N
,
D
E
T
A
I
L
I
N
G
,
C
AR
E
,
PL
A
C
E
M
E
N
T
A
N
D
R
E
M
O
V
A
L
O
F
A
L
L
F
O
R
M
W
O
R
K
A
N
D
S
H
O
R
E
S
.
a.
SU
P
P
O
R
T
I
N
G
F
O
R
M
S
A
N
D
S
H
O
R
I
N
G
S
H
A
L
L
N
O
T
B
E
R
E
M
O
V
E
D
U
N
T
I
L
ST
R
U
C
T
U
R
A
L
M
E
M
B
E
R
S
H
A
V
E
A
C
Q
U
I
R
E
D
S
U
F
F
I
C
I
E
N
T
S
T
R
E
N
G
T
H
T
O
S
A
F
E
L
Y
SU
P
P
O
R
T
T
H
E
I
R
O
W
N
W
E
I
G
H
T
A
N
D
A
N
Y
C
O
N
S
T
R
U
C
T
I
O
N
L
O
A
D
T
O
W
H
I
C
H
T
H
E
Y
MA
Y
B
E
S
U
B
J
E
C
T
E
D
.
I
N
N
O
C
A
S
E
,
H
O
W
E
V
E
R
,
S
H
A
L
L
F
O
R
M
S
A
N
D
S
H
O
R
I
N
G
BE
RE
M
O
V
E
D
I
N
L
E
S
S
T
H
A
N
2
4
H
O
U
R
S
A
F
T
E
R
C
O
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
.
4.
RE
I
N
F
O
R
C
E
M
E
N
T
S
H
A
L
L
H
A
V
E
T
H
E
F
O
L
L
O
W
I
N
G
C
O
N
C
R
E
T
E
C
O
V
E
R
:
a.
CA
S
T
-IN
-PL
A
C
E
C
O
N
C
R
E
T
E
:
CL
E
A
R
C
O
V
E
R
b.
CA
S
T
A
G
A
I
N
S
T
A
N
D
P
E
R
M
A
N
E
N
T
L
Y
E
X
P
O
S
E
D
T
O
E
A
R
T
H
3"
c.
FO
R
M
E
D
C
O
N
C
R
E
T
E
E
X
P
O
S
E
D
T
O
E
A
R
T
H
O
R
W
E
A
T
H
E
R
:
1.
#6
T
H
R
U
#
1
8
B
A
R
S
2"
2.
#5
A
N
D
S
M
A
L
L
E
R
B
A
R
S
1 -1/
2
"
d.
CO
N
C
R
E
T
E
T
I
L
T
-UP
P
A
N
E
L
S
(
M
A
N
U
F
A
C
T
U
R
E
D
U
N
D
E
R
P
L
A
N
T
-CO
N
T
R
O
L
L
E
D
CO
N
D
I
T
I
O
N
S
)
1.
#8
A
N
D
S
M
A
L
L
E
R
1”
5.
CO
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
S
A
N
D
C
O
N
T
R
O
L
J
O
I
N
T
S
:
a.
PR
O
V
I
D
E
A
B
E
V
E
L
E
D
2
X
4
X
I
N
T
E
R
M
E
D
I
A
T
E
K
E
Y
W
A
Y
T
H
A
T
S
H
A
L
L
B
E
I
N
S
T
AL
L
E
D
IN
A
L
L
H
O
R
I
Z
O
N
T
A
L
A
N
D
V
E
R
T
I
C
A
L
C
O
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
S
I
N
C
L
U
D
I
N
G
B
E
T
WE
E
N
TO
P
O
F
F
O
O
T
I
N
G
A
N
D
F
O
U
N
D
A
T
I
O
N
W
A
L
L
S
.
I
N
A
D
D
I
T
I
O
N
,
A
L
L
J
O
I
N
T
S
S
H
AL
L
B
E
IN
T
E
N
T
I
O
N
A
L
L
Y
R
O
U
G
H
E
N
E
D
T
O
A
F
U
L
L
A
M
P
L
I
T
U
D
E
O
F
A
P
P
R
O
X
I
M
A
T
E
L
Y
1
/
4
IN
C
H
.
b.
CO
N
T
R
O
L
J
O
I
N
T
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
I
N
S
L
A
B
S
O
N
G
R
A
D
E
A
S
I
N
D
I
C
A
T
E
D
.
CO
N
T
R
O
L
J
O
I
N
T
S
S
H
A
L
L
B
E
C
O
M
P
L
E
T
E
D
W
I
T
H
I
N
1
2
H
O
U
R
S
O
F
C
O
N
C
R
E
T
E
PL
A
C
E
M
E
N
T
.
C
O
N
T
R
O
L
J
O
I
N
T
S
M
A
Y
B
E
I
N
S
T
A
L
L
E
D
B
Y
:
1.
SA
W
C
U
T
A
D
E
P
T
H
O
F
1
/
4
T
H
E
T
H
I
C
K
N
E
S
S
O
F
T
H
E
S
L
A
B
2.
TO
O
L
E
D
J
O
I
N
T
S
A
D
E
P
T
H
O
F
1
/
4
T
H
E
T
H
I
C
K
N
E
S
S
O
F
T
H
E
S
L
A
B
6.
CO
N
S
T
R
U
C
T
I
O
N
a.
US
E
C
H
A
I
R
S
O
R
O
T
H
E
R
S
U
P
P
O
R
T
D
E
V
I
C
E
S
R
E
C
O
M
M
E
N
D
E
D
B
Y
T
H
E
C
R
S
I
T
O
SU
P
P
O
R
T
B
A
R
A
N
D
T
I
E
R
E
I
N
F
O
R
C
E
M
E
N
T
B
A
R
S
P
R
I
O
R
T
O
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
F
O
R
S
L
A
B
S
O
N
G
R
A
D
E
S
H
A
L
L
B
E
A
D
E
Q
U
A
T
E
L
Y
S
U
P
P
O
R
T
ED
ON
P
R
E
C
A
S
T
C
O
N
C
R
E
T
E
U
N
I
T
S
.
L
I
F
T
I
N
G
T
H
E
R
E
I
N
F
O
R
C
I
N
G
O
F
F
T
H
E
G
R
A
D
E
DU
R
I
N
G
P
L
A
C
E
M
E
N
T
O
F
C
O
N
C
R
E
T
E
I
S
N
O
T
P
E
R
M
I
T
T
E
D
.
b.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
O
R
D
I
N
A
T
E
P
L
A
C
E
M
E
N
T
O
F
A
L
L
O
P
E
N
I
N
G
S
,
C
U
R
B
S
,
DO
W
E
L
S
,
S
L
E
E
V
E
S
,
C
O
N
D
U
I
T
S
,
B
O
L
T
S
,
I
N
S
E
R
T
S
A
N
D
O
T
H
E
R
E
M
B
E
D
D
E
D
I
T
E
MS
PR
I
O
R
T
O
C
O
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
.
c.
AL
L
E
M
B
E
D
S
A
N
D
D
O
W
E
L
S
S
H
A
L
L
B
E
S
E
C
U
R
E
L
Y
T
I
E
D
T
O
F
O
R
M
W
O
R
K
O
R
T
O
AD
J
A
C
E
N
T
R
E
I
N
F
O
R
C
I
N
G
P
R
I
O
R
T
O
T
H
E
P
L
A
C
E
M
E
N
T
O
F
C
O
N
C
R
E
T
E
.
d.
NO
P
I
P
E
S
,
D
U
C
T
S
,
S
L
E
E
V
E
S
,
E
T
C
.
S
H
A
L
L
B
E
P
L
A
C
E
D
I
N
S
T
R
U
C
T
U
R
A
L
C
O
N
CR
E
T
E
UN
L
E
S
S
S
P
E
C
I
F
I
C
A
L
L
Y
D
E
T
A
I
L
E
D
O
R
A
P
P
R
O
V
E
D
B
Y
T
H
E
S
T
R
U
C
T
U
R
A
L
EN
G
I
N
E
E
R
.
P
E
N
E
T
R
A
T
I
O
N
S
T
H
R
O
U
G
H
W
A
L
L
S
W
H
E
N
A
P
P
R
O
V
E
D
S
H
A
L
L
B
E
B
U
I
LT
IN
T
O
T
H
E
W
A
L
L
P
R
I
O
R
T
O
C
O
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
.
P
E
N
E
T
R
A
T
I
O
N
S
W
I
L
L
N
O
T
B
E
AL
L
O
W
E
D
I
N
F
O
O
T
I
N
G
S
O
R
G
R
A
D
E
B
E
A
M
S
U
N
L
E
S
S
D
E
T
A
I
L
E
D
.
P
I
P
I
N
G
S
H
A
L
L
B
E
RO
U
T
E
D
A
R
O
U
N
D
T
H
E
S
E
E
L
E
M
E
N
T
S
A
N
D
F
O
O
T
I
N
G
S
S
T
E
P
P
E
D
T
O
A
V
O
I
D
P
I
P
I
N
G.
e.
RE
I
N
F
O
R
C
I
N
G
B
A
R
S
S
H
A
L
L
N
O
T
B
E
W
E
L
D
E
D
.
D
O
N
O
T
S
U
B
S
T
I
T
U
T
E
R
E
I
N
F
O
R
CI
N
G
BA
R
S
F
O
R
D
B
A
S
O
R
H
S
A
S
.
1.
DE
T
A
I
L
I
N
G
:
2.
LA
P
L
E
N
G
T
H
S
S
H
A
L
L
B
E
A
S
F
O
L
L
O
W
S
:
•
#3
=
1
5
"
#6
=
3
0
"
•
#4
=
2
0
"
#7
=
3
5
"
•
#5
=
2
5
"
#8
=
4
0
"
•
DO
N
O
T
S
P
L
I
C
E
S
T
I
R
R
U
P
S
A
N
D
T
I
E
S
.
•
DO
N
O
T
S
P
L
I
C
E
V
E
R
T
I
C
A
L
B
A
R
S
I
N
R
E
T
A
I
N
I
N
G
W
A
L
L
S
U
N
L
E
S
S
SP
E
C
I
F
I
C
A
L
L
Y
S
H
O
W
N
.
f.
AT
J
O
I
N
T
S
,
P
R
O
V
I
D
E
R
E
I
N
F
O
R
C
I
N
G
D
O
W
E
L
S
T
O
M
A
T
C
H
T
H
E
M
E
M
B
E
R
RE
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
.
g.
AT
A
L
L
D
I
S
C
O
N
T
I
N
U
O
U
S
C
O
N
T
R
O
L
O
R
C
O
N
S
T
R
U
C
T
I
O
N
S
L
A
B
O
N
G
R
A
D
E
J
O
I
N
T
S,
PR
O
V
I
D
E
2
- #
4
X
4
8
I
N
C
H
E
S
.
h.
PR
O
V
I
D
E
C
O
R
N
E
R
B
A
R
S
A
T
I
N
T
E
R
S
E
C
T
I
N
G
W
A
L
L
C
O
R
N
E
R
S
U
S
I
N
G
T
H
E
S
A
M
E
BA
R
S
I
Z
E
A
N
D
S
P
A
C
I
N
G
A
S
T
H
E
H
O
R
I
Z
O
N
T
A
L
W
A
L
L
R
E
I
N
F
O
R
C
I
N
G
.
i.
AL
L
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
S
H
A
L
L
B
E
D
O
W
E
L
E
D
T
O
F
O
O
T
I
N
G
S
,
O
R
T
O
T
H
E
ST
R
U
C
T
U
R
E
B
E
L
O
W
W
I
T
H
T
H
E
S
A
M
E
S
I
Z
E
A
N
D
S
P
A
C
I
N
G
A
S
T
H
E
V
E
R
T
I
C
A
L
RE
I
N
F
O
R
C
I
N
G
F
O
R
T
H
E
E
L
E
M
E
N
T
A
B
O
V
E
.
D
O
W
E
L
S
E
X
T
E
N
D
I
N
G
I
N
T
O
F
O
O
T
I
N
GS
SH
A
L
L
T
E
R
M
I
N
A
T
E
W
I
T
H
A
9
0
D
E
G
R
E
E
S
T
A
N
D
A
R
D
H
O
O
K
A
N
D
S
H
A
L
L
E
X
T
E
N
D
TO
WI
T
H
I
N
4
"
O
F
T
H
E
B
O
T
T
O
M
O
F
T
H
E
F
O
O
T
I
N
G
.
WO
O
D
1.
MA
T
E
R
I
A
L
S
1.
1
.
DI
M
E
N
S
I
O
N
L
U
M
B
E
R
A
N
D
T
I
M
B
E
R
S
(
S
A
W
N
L
U
M
B
E
R
)
1.
1
.
1
.
AL
L
D
I
M
E
N
S
I
O
N
E
D
L
U
M
B
E
R
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
U
S
D
O
C
P
S
2
0
.
1.
1
.
2
.
VI
S
U
A
L
L
Y
G
R
A
D
E
D
D
I
M
E
N
S
I
O
N
L
U
M
B
E
R
S
H
A
L
L
B
E
D
O
U
G
L
A
S
F
I
R
-LA
R
C
H
#
2
O
R
BE
T
T
E
R
.
1.
1
.
3
.
VI
S
U
A
L
L
Y
G
R
A
D
E
D
T
I
M
B
E
R
S
(
5
"
X
5
"
A
N
D
L
A
R
G
E
R
)
S
H
A
L
L
B
E
D
O
U
G
L
A
S
F
I
R
-
LA
R
C
H
#
1
O
R
B
E
T
T
E
R
.
1.
1
.
4
.
MA
C
H
I
N
E
S
T
R
E
S
S
R
A
T
E
D
(
M
S
R
)
L
U
M
B
E
R
S
H
A
L
L
B
E
1
6
0
0
F
-1.
6
E
O
R
B
E
T
T
E
R
.
1.
1
.
5
.
AP
P
R
O
V
E
D
E
N
D
J
O
I
N
T
E
D
L
U
M
B
E
R
M
A
Y
B
E
U
S
E
D
I
N
T
E
R
C
H
A
N
G
E
A
B
L
Y
W
I
T
H
SO
L
I
D
S
A
W
N
M
E
M
B
E
R
S
O
F
T
H
E
S
A
M
E
S
P
E
C
I
E
S
A
N
D
G
R
A
D
E
.
1.
2
.
WO
O
D
S
T
R
U
C
T
U
R
A
L
P
A
N
E
L
S
H
E
A
T
H
I
N
G
1.
2
.
1
.
WO
O
D
S
T
R
U
C
T
U
R
A
L
P
A
N
E
L
S
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
F
O
R
IT
S
T
Y
P
E
I
N
U
S
D
O
C
P
S
1
O
R
U
S
D
O
C
P
S
2
.
T
H
E
P
A
N
E
L
S
M
U
S
T
B
E
I
D
E
N
T
I
F
I
E
D
B
Y
T
H
E
TR
A
D
E
M
A
R
K
S
O
F
T
H
E
A
P
P
R
O
V
I
N
G
T
E
S
T
I
N
G
A
N
D
I
N
S
P
E
C
T
I
O
N
A
G
E
N
C
Y
.
1.
2
.
2
.
W
O
O
D
S
H
E
A
T
H
I
N
G
S
H
A
L
L
B
E
A
P
A
R
A
T
E
D
S
H
E
A
T
H
I
N
G
E
X
P
O
S
U
R
E
1
U
N
L
E
S
S
NO
T
E
D
O
T
H
E
R
W
I
S
E
.
1.
2
.
3
.
WO
O
D
S
H
E
A
T
H
I
N
G
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
T
H
I
C
K
N
E
S
S
E
S
AN
D
S
P
A
N
R
A
T
I
N
G
S
,
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
:
RO
O
F
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
15
/
3
2
"
(
4
0
/
2
0
)
WA
L
L
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
7/
1
6
"
(
2
4
/
1
6
)
1.
2
.
4
.
NA
I
L
S
O
R
O
T
H
E
R
A
P
P
R
O
V
E
D
F
A
S
T
E
N
E
R
S
U
S
E
D
T
O
C
O
N
N
E
C
T
S
H
E
A
T
H
I
N
G
T
O
TH
E
S
T
R
U
C
T
U
R
E
S
H
A
L
L
B
E
D
R
I
V
E
N
S
U
C
H
T
H
A
T
T
H
E
I
R
H
E
A
D
O
R
C
R
O
W
N
I
S
F
L
U
S
H
WI
T
H
T
H
E
S
U
R
F
A
C
E
O
F
T
H
E
S
H
E
A
T
H
I
N
G
.
D
O
N
O
T
O
V
E
R
D
R
I
V
E
F
A
S
T
E
N
E
R
S
.
1.
3
.
BO
L
T
S
1.
3
.
1
.
AN
C
H
O
R
B
O
L
T
S
:
A
S
T
M
F
1
5
5
4
G
R
A
D
E
3
6
(
O
R
A
3
0
7
G
R
A
D
E
A
/
C
O
R
A
3
6
)
1.
3
.
2
.
AL
L
A
N
C
H
O
R
B
O
L
T
S
C
O
N
N
E
C
T
I
N
G
S
H
E
A
R
W
A
L
L
S
I
L
L
P
L
A
T
E
S
T
O
T
H
E
CO
N
C
R
E
T
E
F
O
U
N
D
A
T
I
O
N
S
H
A
L
L
H
A
V
E
A
P
L
1
/
4
"
X
3
"
X
3
"
W
A
S
H
E
R
B
E
T
W
E
E
N
T
H
E
S
I
L
L
PL
A
T
E
A
N
D
T
H
E
N
U
T
.
1.
3
.
3
.
CO
N
N
E
C
T
I
O
N
B
O
L
T
S
:
A
S
T
M
A
3
0
7
G
R
A
D
E
A
/
C
O
R
A
3
6
1.
3
.
4
.
BO
L
T
H
O
L
E
S
S
H
A
L
L
B
E
A
M
I
N
I
M
U
M
O
F
1
/
3
2
"
T
O
A
M
A
X
I
M
U
M
O
F
1
/
1
6
"
L
A
R
G
E
R
TH
A
N
T
H
E
B
O
L
T
D
I
A
M
E
T
E
R
.
H
O
L
E
S
S
H
A
L
L
B
E
A
C
C
U
R
A
T
E
L
Y
A
L
I
G
N
E
D
I
N
M
A
I
N
ME
M
B
E
R
S
A
N
D
S
I
D
E
P
L
A
T
E
S
O
R
S
I
D
E
M
E
M
B
E
R
S
.
B
O
L
T
S
S
H
A
L
L
N
O
T
B
E
F
O
R
C
I
B
L
Y
DR
I
V
E
N
.
1.
3
.
5
.
AT
A
L
L
B
O
L
T
E
D
C
O
N
N
E
C
T
I
O
N
S
,
P
R
O
V
I
D
E
A
S
T
A
N
D
A
R
D
C
U
T
O
R
L
A
R
G
E
R
WA
S
H
E
R
O
R
M
E
T
A
L
P
L
A
T
E
B
E
T
W
E
E
N
T
H
E
W
O
O
D
A
N
D
T
H
E
B
O
L
T
H
E
A
D
A
N
D
BE
T
W
E
E
N
T
H
E
W
O
O
D
A
N
D
T
H
E
N
U
T
.
2.
CO
N
N
E
C
T
I
O
N
H
A
R
D
W
A
R
E
2.
1
.
AL
L
C
O
N
N
E
C
T
I
O
N
H
A
R
D
W
A
R
E
S
H
O
W
N
S
H
A
L
L
B
E
S
U
P
P
L
I
E
D
B
Y
S
I
M
P
S
O
N
S
T
R
O
N
G
-TI
E
IN
C
O
R
P
O
R
A
T
E
D
O
R
U
S
P
S
T
R
U
C
T
U
R
A
L
C
O
N
N
E
C
T
O
R
S
.
2.
2
.
IN
S
T
A
L
L
A
L
L
H
A
R
D
W
A
R
E
P
E
R
T
H
E
M
A
N
U
F
A
C
T
U
R
E
R
'
S
G
U
I
D
E
L
I
N
E
S
.
2.
3
.
CO
N
N
E
C
T
I
O
N
H
A
R
D
W
A
R
E
O
F
E
Q
U
A
L
D
E
S
I
G
N
P
R
O
P
E
R
T
I
E
S
B
Y
O
T
H
E
R
MA
N
U
F
A
C
T
U
R
E
R
S
M
A
Y
B
E
S
U
B
S
T
I
T
U
T
E
D
W
I
T
H
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
F
R
O
M
R
E
E
V
E
&
AS
S
O
C
I
A
T
E
S
,
I
N
C
.
3.
AL
L
F
A
S
T
E
N
E
R
S
I
N
C
O
N
T
A
C
T
W
I
T
H
P
R
E
S
S
U
R
E
-TR
E
A
T
E
D
O
R
F
I
R
E
-TR
E
A
T
E
D
W
O
O
D
S
H
A
L
L
BE
H
O
T
-DI
P
P
E
D
Z
I
N
C
-CO
A
T
E
D
G
A
L
V
A
N
I
Z
E
D
O
R
S
T
A
I
N
L
E
S
S
S
T
E
E
L
.
4.
AL
L
W
O
O
D
I
N
C
O
N
T
A
C
T
W
I
T
H
C
O
N
C
R
E
T
E
,
M
A
S
O
N
R
Y
O
R
S
O
I
L
S
H
A
L
L
B
E
P
R
E
S
S
U
R
E
TR
E
A
T
E
D
O
R
R
E
D
W
O
O
D
.
5.
GE
N
E
R
A
L
F
R
A
M
I
N
G
A
N
D
C
A
R
P
E
N
T
R
Y
S
H
A
L
L
B
E
C
O
N
N
E
C
T
E
D
A
S
P
E
R
"
T
H
E
M
I
N
I
M
U
M
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
"
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
6.
AL
L
B
E
A
R
I
N
G
A
N
D
S
H
E
A
R
W
A
L
L
S
S
H
A
L
L
H
A
V
E
A
M
I
N
I
M
U
M
O
F
2
T
O
P
P
L
A
T
E
S
.
S
P
L
I
C
E
S
I
N
TO
P
P
L
A
T
E
S
S
H
A
L
L
B
E
S
T
A
G
G
E
R
E
D
A
M
I
N
I
M
U
M
O
F
4
'
-0"
F
R
O
M
T
H
E
N
E
A
R
E
S
T
S
P
L
I
C
E
I
N
AD
J
O
I
N
I
N
G
T
O
P
P
L
A
T
E
A
N
D
S
P
I
K
E
D
T
O
G
E
T
H
E
R
W
I
T
H
A
M
I
N
I
M
U
M
O
F
(
2
0
)
1
6
D
N
A
I
L
S
B
E
T
W
E
E
N
SP
L
I
C
E
S
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
7.
PE
R
I
B
C
2
3
0
8
.
9
.
1
0
,
D
O
N
O
T
C
U
T
O
R
N
O
T
C
H
A
N
Y
S
T
U
D
G
R
E
A
T
E
R
T
H
A
N
2
5
%
O
F
I
T
S
W
I
D
T
H
.
8.
PE
R
I
B
C
2
3
0
8
.
9
.
1
1
,
D
O
N
O
T
B
O
R
E
A
H
O
L
E
I
N
A
N
Y
S
T
U
D
G
R
E
A
T
E
R
I
N
D
I
A
M
E
T
E
R
T
H
A
N
4
0
%
OF
I
T
S
W
I
D
T
H
.
T
H
E
E
D
G
E
O
F
A
N
Y
B
O
R
E
S
H
A
L
L
B
E
G
R
E
A
T
E
R
T
H
A
N
5
/
8
"
F
R
O
M
T
H
E
E
D
G
E
O
F
TH
E
S
T
U
D
.
B
O
R
E
D
H
O
L
E
S
S
H
A
L
L
N
O
T
B
E
L
O
C
A
T
E
D
A
T
T
H
E
S
A
M
E
S
E
C
T
I
O
N
O
F
S
T
U
D
A
S
A
CU
T
O
R
N
O
T
C
H
.
ME
T
A
L
D
E
C
K
I
N
G
1.
S
T
E
E
L
D
E
C
K
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
T
H
E
L
A
T
E
S
T
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
T
H
E
S
T
E
E
L
D
E
C
K
I
N
S
T
I
T
U
T
E
.
2.
S
T
E
E
L
D
E
C
K
M
A
T
E
R
I
A
L
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
T
H
E
M
A
N
U
F
A
C
T
U
R
E
R
'
S
I
C
C
R
E
P
O
R
T
A
N
D
H
A
V
E
A
MI
N
I
M
U
M
Y
I
E
L
D
S
T
R
E
N
G
T
H
O
F
3
3
K
S
I
.
3.
A
L
L
D
E
C
K
S
H
A
L
L
B
E
3
-
S
P
A
N
C
O
N
T
I
N
U
O
U
S
M
I
N
I
M
U
M
.
I
N
A
R
E
A
S
W
H
E
R
E
3
-
S
P
A
N
C
O
N
D
I
T
I
O
N
S
A
R
E
NO
T
P
O
S
S
I
B
L
E
,
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
H
E
A
V
I
E
R
G
A
U
G
E
D
E
C
K
A
S
R
E
Q
U
I
R
E
D
T
O
PR
O
V
I
D
E
T
H
E
E
Q
U
I
V
A
L
E
N
T
L
O
A
D
I
N
G
O
F
T
H
E
S
P
E
C
I
F
I
E
D
D
E
C
K
U
N
D
E
R
A
3
-
S
P
A
N
C
O
N
D
I
T
I
O
N
.
4.
S
T
E
E
L
R
O
O
F
D
E
C
K
S
H
A
L
L
N
O
T
B
E
U
S
E
D
T
O
S
U
P
P
O
R
T
L
O
A
D
S
F
R
O
M
P
L
U
M
B
I
N
G
,
F
I
R
E
S
P
R
I
N
K
L
E
R
S
,
HV
A
C
D
U
C
T
S
,
L
I
G
H
T
F
I
X
T
U
R
E
S
,
A
R
C
H
I
T
E
C
T
U
R
A
L
E
L
E
M
E
N
T
S
,
O
R
E
Q
U
I
P
M
E
N
T
O
F
A
N
Y
K
I
N
D
,
U
N
L
E
S
S
SP
E
C
I
F
I
C
A
L
L
Y
N
O
T
E
D
.
5.
C
O
N
D
U
I
T
S
A
R
E
P
E
R
M
I
T
T
E
D
I
N
D
E
C
K
S
L
A
B
S
S
U
B
J
E
C
T
T
O
L
O
C
A
L
C
O
D
E
R
E
Q
U
I
R
E
M
E
N
T
S
A
N
D
F
I
R
E
RA
T
I
N
G
C
O
N
S
I
D
E
R
A
T
I
O
N
S
.
W
H
E
N
C
O
N
D
U
I
T
I
S
I
N
S
T
A
L
L
E
D
I
N
T
H
E
S
L
A
B
,
I
T
S
H
A
L
L
B
E
L
I
M
I
T
E
D
T
O
CO
N
D
U
I
T
S
H
A
V
I
N
G
A
D
I
A
M
E
T
E
R
O
F
1
"
O
R
L
E
S
S
,
O
R
L
E
S
S
T
H
A
N
1
/
3
T
H
E
C
O
N
C
R
E
T
E
C
O
V
E
R
,
A
N
D
N
O
CR
O
S
S
O
V
E
R
S
O
C
C
U
R
,
A
N
D
C
O
N
D
U
I
T
I
S
S
P
A
C
E
D
A
T
L
E
A
S
T
1
8
"
A
P
A
R
T
W
I
T
H
A
3
/
4
"
M
I
N
I
M
U
M
C
O
V
E
R
.
6.
A
L
L
M
E
M
B
E
R
S
S
U
P
P
O
R
T
I
N
G
D
E
C
K
S
H
A
L
L
B
E
D
R
Y
B
E
F
O
R
E
W
E
L
D
I
N
G
.
7.
C
R
I
M
P
S
E
A
M
S
B
E
F
O
R
E
B
U
T
T
O
N
P
U
N
C
H
I
N
G
O
R
W
E
L
D
I
N
G
I
N
T
E
R
L
O
C
K
I
N
G
S
E
A
M
S
.
8.
W
H
E
R
E
D
E
C
K
I
S
T
O
R
E
C
E
I
V
E
S
P
R
A
Y
E
D
-
O
N
F
I
R
E
P
R
O
O
F
I
N
G
,
P
A
I
N
T
E
D
D
E
C
K
S
H
A
L
L
B
E
C
O
A
T
E
D
WI
T
H
S
P
E
C
I
A
L
P
A
I
N
T
T
H
A
T
W
I
L
L
A
L
L
O
W
T
H
E
S
P
R
A
Y
E
D
-
O
N
F
I
R
E
P
R
O
O
F
I
N
G
T
O
A
D
H
E
R
E
T
O
T
H
E
PA
I
N
T
E
D
D
E
C
K
.
9.
A
L
L
W
E
L
D
S
P
E
R
F
O
R
M
E
D
O
N
T
H
E
S
T
E
E
L
D
E
C
K
A
R
E
T
O
B
E
P
A
I
N
T
E
D
.
10
.
S
T
E
E
L
D
E
C
K
S
H
A
L
L
B
E
G
A
L
V
A
N
I
Z
E
D
(
G
6
0
)
W
H
E
N
U
S
E
D
A
B
O
V
E
O
R
B
E
L
O
W
M
E
C
H
A
N
I
C
A
L
EQ
U
I
P
M
E
N
T
R
O
O
M
S
.
11
.
S
T
E
E
L
F
L
O
O
R
D
E
C
K
S
H
A
L
L
B
E
P
H
O
S
P
H
A
T
I
Z
E
D
/
P
A
I
N
T
E
D
,
C
O
M
P
O
S
I
T
E
,
W
I
T
H
I
N
T
E
R
L
O
C
K
I
N
G
•
S
I
D
E
S
E
A
M
S
W
I
T
H
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
(
L
W
=
L
I
G
H
T
W
E
I
G
H
T
C
O
N
C
R
E
T
E
,
NW
=
N
O
R
M
A
L
W
E
I
G
H
T
C
O
N
C
R
E
T
E
)
:
•
T
Y
P
E
/
G
A
S
(
I
N
3
/
F
T
)
I
(
I
N
4
/
F
T
C
O
N
C
R
E
T
E
(
T
O
T
A
L
)
A
L
L
O
W
A
B
L
E
S
H
E
A
R
V
A
L
U
E
N
O
T
E
S
•
W
2
/
2
0
-
-
-
-
-
-
-
-
0
.
3
6
1
-
-
-
-
-
-
-
-
0
.
4
2
3
-
-
-
-
-
-
-
-
3
1
/
4
"
(
5
1
/
4
"
)
L
W
-
-
-
-
-
-
-
-
XXX PLF FOR X'-X" SPAN--------TYP. FLOOR
•
W
2
/
1
8
-
-
-
-
-
-
-
-
0
.
5
1
0
-
-
-
-
-
-
-
-
0
.
5
5
5
-
-
-
-
-
-
-
-
3
1
/
4
"
(
5
1
/
4
"
)
L
W
-
-
-
-
-
-
-
-
XXX PLF FOR X'-X" SPAN--------TYP. FLOOR
•
W
3
/
2
0
-
-
-
-
-
-
-
-
0
.
5
3
4
-
-
-
-
-
-
-
-
0
.
8
9
6
-
-
-
-
-
-
-
-
3
1
/
4
"
(
6
1
/
4
"
)
L
W
-
-
-
-
-
-
-
-
XXX PLF FOR X'-X" SPAN--------TYP. FLOOR
•
W
3
/
1
8
-
-
-
-
-
-
-
-
0
.
7
6
7
-
-
-
-
-
-
-
-
1
.
2
0
3
-
-
-
-
-
-
-
-
3
1
/
4
"
(
6
1
/
4
"
)
L
W
-
-
-
-
-
-
-
-
XXX PLF FOR X'-X" SPAN--------TYP. FLOOR
1.
W
E
L
D
D
E
C
K
T
O
S
U
P
P
O
R
T
I
N
G
F
R
A
M
I
N
G
M
E
M
B
E
R
S
W
I
T
H
3
/
4
"
D
I
A
M
E
T
E
R
P
U
D
D
L
E
W
E
L
D
S
A
T
TH
E
F
O
L
L
O
W
I
N
G
S
P
A
C
I
N
G
(
C
L
O
S
E
R
S
P
A
C
I
N
G
S
M
A
Y
B
E
U
S
E
D
T
O
D
E
V
E
L
O
P
M
I
N
I
M
U
M
SH
E
A
R
R
E
Q
U
I
R
E
M
E
N
T
S
)
:
a.
1
2
"
O
N
C
E
N
T
E
R
T
O
S
U
P
P
O
R
T
S
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
D
E
C
K
C
O
R
R
U
G
A
T
I
O
N
S
(
4
W
E
L
D
S
PE
R
3
6
"
W
I
D
E
S
H
E
E
T
)
.
b.
1
2
"
O
N
C
E
N
T
E
R
T
O
A
L
L
S
U
P
P
O
R
T
S
P
A
R
A
L
L
E
L
T
O
D
E
C
K
C
O
R
R
U
G
A
T
I
O
N
S
.
2.
A
T
T
A
C
H
I
N
T
E
R
L
O
C
K
I
N
G
S
E
A
M
S
W
I
T
H
3
/
1
6
"
DI
A
M
E
T
E
R
B
U
T
T
O
N
P
U
N
C
H
A
T
1
8
"
O
N
C
E
N
T
E
R
OR
1
1
/
2
"
T
O
P
S
E
A
M
W
E
L
D
A
T
3
6
"
O
N
C
E
N
T
E
R
B
E
T
W
E
E
N
A
D
J
A
C
E
N
T
P
I
E
C
E
S
O
F
D
E
C
K
.
CL
O
S
E
R
S
P
A
C
I
N
G
S
M
A
Y
B
E
U
S
E
D
T
O
D
E
V
E
L
O
P
M
I
N
I
M
U
M
S
H
E
A
R
R
E
Q
U
I
R
E
M
E
N
T
S
.
3.
P
R
O
V
I
D
E
A
2
"
M
I
N
I
M
U
M
B
E
A
R
I
N
G
A
T
A
L
L
S
U
P
P
O
R
T
S
.
4.
B
U
T
T
A
L
L
E
N
D
S
P
L
I
C
E
S
.
12
.
S
T
E
E
L
R
O
O
F
D
E
C
K
S
H
A
L
L
B
E
P
A
I
N
T
E
D
W
I
T
H
I
N
T
E
R
L
O
C
K
I
N
G
S
I
D
E
S
E
A
M
S
W
I
T
H
T
H
E
F
O
L
L
O
W
I
N
G
MI
N
I
M
U
M
P
R
O
P
E
R
T
I
E
S
:
•
TY
P
E
/
G
A
S
(
I
N
3
/
F
T
)
I
(
I
N
4
/
F
T
)
A
L
L
O
W
A
B
L
E
S
H
E
A
R
V
A
L
U
E
N
O
T
E
S
•
1
1
/
2
"
B
/
2
0
-
-
-
-
-
-
-
0
.
2
3
5
-
-
-
-
-
-
-
-
-
-
-
-
0
.
2
1
6
-
-
-
-
-
-
-
-
-
-
-
-
XX
X
P
L
F
F
O
R
X
'
-
X
"
S
P
A
N
--------TYP. ROOF
•
1
1
/
2
"
B
/
1
8
-
-
-
-
-
-
-
0
.
3
2
2
-
-
-
-
-
-
-
-
-
-
-
-
0
.
3
0
2
-
-
-
-
-
-
-
-
-
-
-
-
XX
X
P
L
F
F
O
R
X
'
-
X
"
S
P
A
N
--------TYP. ROOF
1.
W
E
L
D
S
T
E
E
L
R
O
O
F
D
E
C
K
T
O
S
U
P
P
O
R
T
I
N
G
F
R
A
M
I
N
G
M
E
M
B
E
R
S
W
I
T
H
3
/
4
"
D
I
A
M
E
T
E
R
PU
D
D
L
E
W
E
L
D
S
A
T
T
H
E
F
O
L
L
O
W
I
N
G
S
P
A
C
I
N
G
S
(
C
L
O
S
E
R
S
P
A
C
I
N
G
S
M
A
Y
B
E
U
S
E
D
T
O
DE
V
E
L
O
P
M
I
N
I
M
U
M
S
H
E
A
R
R
E
Q
U
I
R
E
M
E
N
T
S
)
:
a.
6
"
O
N
C
E
N
T
E
R
T
O
A
L
L
S
U
P
P
O
R
T
S
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
D
E
C
K
C
O
R
R
U
G
A
T
I
O
N
S
(
7
WE
L
D
S
P
E
R
3
6
"
S
H
E
E
T
)
.
b.
6
"
O
N
C
E
N
T
E
R
T
O
A
L
L
S
U
P
P
O
R
T
S
P
A
R
A
L
L
E
L
T
O
D
E
C
K
C
O
R
R
U
G
A
T
I
O
N
S
.
c.
I
N
T
E
R
L
O
C
K
I
N
G
S
I
D
E
S
E
A
M
S
B
E
T
W
E
E
N
A
D
J
A
C
E
N
T
P
I
E
C
E
S
O
F
D
E
C
K
I
N
G
M
A
Y
B
E
AT
T
A
C
H
E
D
W
I
T
H
"
V
E
R
C
O
S
I
D
E
L
A
P
C
O
N
N
E
C
T
I
O
N
S
"
B
Y
V
E
R
C
O
M
A
N
U
F
A
C
T
U
R
I
N
G
(
V
S
C
)
OR
"
A
S
C
D
E
L
T
A
G
R
I
P
S
I
D
E
S
E
A
M
C
O
N
N
E
C
T
I
O
N
"
B
Y
A
S
C
S
T
E
E
L
D
E
C
K
A
T
1
2
"
O
N
CE
N
T
E
R
M
I
N
I
M
U
M
.
2.
A
T
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
O
P
T
I
O
N
,
H
I
L
T
I
X
-
E
D
N
1
9
/
X
-
E
D
N
K
2
2
P
O
W
D
E
R
-
A
C
T
U
A
T
E
D
FA
S
T
E
N
E
R
S
M
A
Y
B
E
U
S
E
D
I
N
L
I
E
U
O
F
P
U
D
D
L
E
W
E
L
D
S
.
F
O
L
L
O
W
F
A
S
T
E
N
E
R
MA
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
F
O
R
I
N
S
T
A
L
L
A
T
I
O
N
.
F
A
S
T
E
N
E
R
S
S
H
A
L
L
B
E
IN
S
T
A
L
L
E
D
A
T
T
H
E
F
O
L
L
O
W
I
N
G
S
P
A
C
I
N
G
S
(
C
L
O
S
E
R
S
P
A
C
I
N
G
S
M
A
Y
B
E
U
S
E
D
T
O
D
E
V
E
L
O
P
MI
N
I
M
U
M
S
H
E
A
R
R
E
Q
U
I
R
E
M
E
N
T
S
)
:
a.
6
"
O
N
C
E
N
T
E
R
T
O
A
L
L
S
U
P
P
O
R
T
S
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
D
E
C
K
C
O
R
R
U
G
A
T
I
O
N
S
(
7
FA
S
T
E
N
E
R
S
P
E
R
3
6
"
S
H
E
E
T
)
.
b.
6
"
O
N
C
E
N
T
E
R
T
O
A
L
L
S
U
P
P
O
R
T
S
P
A
R
A
L
L
E
L
T
O
D
E
C
K
C
O
R
R
U
G
A
T
I
O
N
S
.
c.
I
N
T
E
R
L
O
C
K
I
N
G
S
I
D
E
S
E
A
M
S
B
E
T
W
E
E
N
A
D
J
A
C
E
N
T
P
I
E
C
E
S
O
F
D
E
C
K
I
N
G
M
A
Y
B
E
AT
T
A
C
H
E
D
W
I
T
H
"
V
E
R
C
O
S
I
D
E
L
A
P
C
O
N
N
E
C
T
I
O
N
S
"
B
Y
V
E
R
C
O
M
A
N
U
F
A
C
T
U
R
I
N
G
(
V
S
C
)
OR
"
A
S
C
D
E
L
T
A
G
R
I
P
S
I
D
E
S
E
A
M
C
O
N
N
E
C
T
I
O
N
"
B
Y
A
S
C
S
T
E
E
L
D
E
C
K
A
T
4
"
O
N
CE
N
T
E
R
.
C
L
O
S
E
R
S
P
A
C
I
N
G
M
A
Y
B
E
U
S
E
D
T
O
D
E
V
E
L
O
P
M
I
N
I
M
U
M
S
H
E
A
R
RE
Q
U
I
R
E
M
E
N
T
S
.
3.
T
H
E
C
O
N
T
R
A
C
T
O
R
M
A
Y
S
U
B
M
I
T
,
F
O
R
R
E
V
I
E
W
A
N
D
A
P
P
R
O
V
A
L
,
T
H
E
M
A
N
U
F
A
C
T
U
R
E
R
'
S
I
C
C
RE
P
O
R
T
O
F
A
N
A
L
T
E
R
N
A
T
E
M
E
T
H
O
D
O
F
D
E
C
K
A
T
T
A
C
H
M
E
N
T
.
T
H
E
A
L
T
E
R
N
A
T
E
M
E
T
H
O
D
SH
A
L
L
P
R
O
V
I
D
E
M
I
N
I
M
U
M
D
E
C
K
D
I
A
P
H
R
A
G
M
S
H
E
A
R
V
A
L
U
E
S
E
Q
U
A
L
T
O
O
R
G
R
E
A
T
E
R
TH
A
N
T
H
O
S
E
N
O
T
E
D
A
B
O
V
E
.
T
H
E
A
L
T
E
R
N
A
T
E
M
E
T
H
O
D
S
H
A
L
L
B
E
A
P
P
R
O
V
E
D
B
Y
T
H
E
EN
G
I
N
E
E
R
O
F
R
E
C
O
R
D
P
R
I
O
R
T
O
T
H
E
S
U
B
S
T
I
T
U
T
I
O
N
.
4.
P
R
O
V
I
D
E
A
2
"
M
I
N
I
M
U
M
B
E
A
R
I
N
G
A
N
D
A
N
8
"
L
A
P
A
T
T
H
E
S
P
L
I
C
E
P
O
I
N
T
S
,
C
E
N
T
E
R
I
N
G
T
H
E
SP
L
I
C
E
O
V
E
R
T
H
E
S
U
P
P
O
R
T
.
Co
p
y
r
i
g
h
t
2
0
1
8
J
Z
W
A
r
c
h
i
t
e
c
t
s
-
T
h
e
P
u
r
c
h
a
s
e
r
i
s
g
r
a
n
t
e
d
a
s
i
n
g
l
e
u
s
e
l
i
c
e
n
s
e
f
o
r
c
o
n
s
t
r
u
c
t
i
o
n
o
n
l
y
.
T
h
e
s
e
p
l
a
n
s
a
r
e
c
o
p
yr
i
g
h
t
e
d
a
n
d
a
r
e
s
u
b
j
e
c
t
t
o
c
o
p
y
r
i
g
h
t
p
r
o
t
e
c
t
i
o
n
a
s
a
n
"
a
r
c
h
i
t
e
c
t
u
r
a
l
w
o
r
k
"
u
n
d
e
r
t
h
e
c
o
p
y
r
i
g
h
t
a
c
t
.
T
h
e
p
r
o
t
e
c
t
i
o
n
i
n
c
l
u
d
e
s
bu
t
i
s
n
o
t
l
i
m
i
t
e
d
t
o
t
h
e
o
v
e
r
a
l
l
f
o
r
m
a
s
w
e
l
l
a
s
t
h
e
a
r
r
a
n
g
e
m
e
n
t
a
n
d
c
o
m
p
o
s
i
t
i
o
n
o
f
s
p
a
c
e
s
.
U
n
d
e
r
s
u
c
h
p
r
o
t
e
c
t
i
o
n
,
u
n
a
u
t
h
o
r
i
ze
d
u
s
e
o
f
t
h
e
s
e
p
l
a
n
s
,
w
o
r
k
,
o
r
s
t
r
u
c
t
u
r
e
r
e
p
r
e
s
e
n
t
e
d
w
i
l
l
r
e
s
u
l
t
i
n
t
h
e
c
e
s
s
a
t
i
o
n
o
f
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
/
o
r
m
o
n
e
t
a
r
y
c
o
m
p
e
n
s
ation to JZW Architects.
C
NO
R
T
H
S
A
L
T
L
A
K
E
,
U
T
A
H
:
H
E
B
E
R
,
U
T
A
H
:
L
A
Y
T
O
N
,
UT
A
H
PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
WW
W
.
J
Z
W
-
A.
C
O
M
NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S001GENERALSTRUCTURALNOTES75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018 DRAWN BY:ENGINEER:Reeve & Associates, Inc.PROJECT NUMBER:5799 -1935160 SOUTH 1500 WEST RIVERDALE, UTAH 84405 TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com LAND PLANNERS * CIVIL ENGINEERS LAND SURVEYORS *TRAFFIC ENGINEERS STRUCTURAL ENGINEERS LANDSCAPE ARCHITECTS A.W.B.J.D.L.L A A TTONSGISIDENTAERUGISFINDIINIKDERSNVTONISPM14386STATEOIDAHOPROFESSIONALENGINEERFJOHN N A T H A N R E E V ELICENSEDNo.
D
a
t
e
D
e
s
c
r
i
p
t
i
o
n
06/26/2018 02/14/2019
RE
Q
U
I
R
E
D
V
E
R
I
F
I
C
A
T
I
O
N
A
N
D
I
N
S
P
E
C
T
I
O
N
O
F
S
T
E
E
L
C
O
N
S
T
R
U
C
T
I
O
N
O
T
H
E
R
T
H
A
N
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
VE
R
I
F
I
C
A
T
I
O
N
&
I
N
S
P
E
C
T
I
O
N
FR
E
Q
U
E
N
C
Y
O
F
I
N
S
P
E
C
T
I
O
N
RE
F
E
R
E
N
C
E
F
O
R
C
R
I
T
E
R
I
A
CO
N
T
I
N
U
O
U
S
PE
R
I
O
D
I
C
RE
F
E
R
E
N
C
E
D
S
T
A
N
D
A
R
D
a.
I
D
E
N
T
I
F
I
C
A
T
I
O
N
M
A
R
K
I
N
G
S
T
O
C
O
N
F
O
R
M
T
O
A
S
T
M
S
T
A
N
D
A
R
D
S
S
P
E
C
I
F
I
E
D
I
N
T
H
E
A
P
P
R
O
V
E
D
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
.
-
X
AP
P
L
I
C
A
B
L
E
A
S
T
M
MA
T
E
R
I
A
L
S
T
A
N
D
A
R
D
S
b
.
M
A
N
U
F
A
C
T
U
R
E
R
'
S
C
E
R
T
I
F
I
E
D
T
E
S
T
R
E
P
O
R
T
S
.
-X
2.
I
N
S
P
E
C
T
I
O
N
O
F
W
E
L
D
I
N
G
:
a
.
C
O
L
D
-
F
O
R
M
E
D
S
T
E
E
L
D
E
C
K
:
1
)
F
L
O
O
R
A
N
D
R
O
O
F
D
E
C
K
W
E
L
D
S
-X
AW
S
D
1
.
3
b
.
R
E
I
N
F
O
R
C
I
N
G
S
T
E
E
L
:
1
)
V
E
R
I
F
I
C
A
T
I
O
N
O
F
W
E
L
D
A
B
I
L
I
T
Y
O
F
R
E
I
N
F
O
R
C
I
N
G
S
T
E
E
L
O
T
H
E
R
T
H
A
T
N
A
S
T
M
A
7
0
6
.
-X
AW
S
D
1
.
4
,
A
C
I
3
1
8
:
SE
C
T
I
O
N
3
.
5
.
2
2)
R
E
I
N
F
.
S
T
E
E
L
R
E
S
I
S
T
I
N
G
F
L
E
X
U
R
A
L
A
N
A
X
I
A
L
F
O
R
C
E
S
I
N
I
N
T
E
R
M
E
D
I
A
T
E
A
N
D
S
P
E
C
I
A
L
M
O
M
E
N
T
F
R
A
M
E
S
,
AN
D
B
O
U
N
D
A
R
Y
E
L
E
M
E
N
T
S
O
F
S
P
E
C
I
A
L
S
T
R
U
C
U
R
A
L
W
A
L
L
S
O
F
C
O
N
C
R
E
T
E
A
N
D
S
H
E
A
R
R
E
I
N
F
O
R
C
E
M
E
N
T
.
X-
3
)
S
H
E
A
R
R
E
I
N
F
O
R
C
E
M
E
N
T
.
X-
4
)
O
T
H
E
R
R
E
I
N
F
O
R
C
I
N
G
S
T
E
E
L
.
-X
RE
Q
U
I
R
E
D
V
E
R
I
F
I
C
A
T
I
O
N
A
N
D
I
N
S
P
E
C
T
I
O
N
O
F
S
T
E
E
L
C
O
N
S
TR
U
C
T
I
O
N
P
E
R
A
I
S
C
3
6
0
&
A
I
S
C
3
4
1
(
W
H
E
R
E
A
P
P
L
I
C
A
B
L
E
)
IN
S
P
E
C
T
I
O
N
T
A
S
K
S
P
R
I
O
R
T
O
W
E
L
D
I
N
G
QU
A
L
I
T
Y
C
O
N
T
R
O
L
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
A
I
S
C
3
6
0
AI
S
C
3
4
1
TA
S
K
DO
C
U
M
E
N
T
T
A
S
K
DO
C
U
M
E
N
T
P
-
P
--
MA
N
U
F
A
C
T
U
R
E
R
C
E
R
T
I
F
I
C
A
T
I
O
N
S
F
O
R
W
E
L
D
I
N
G
C
O
N
S
U
M
A
B
L
E
S
A
V
A
I
L
A
B
L
E
P
-
P
-X
-
MA
T
E
R
I
A
L
I
D
E
N
T
I
F
I
C
A
T
I
O
N
(
T
Y
P
E
/
G
R
A
D
E
)
O
-
O
-X
X
WE
L
D
E
R
I
D
E
N
T
I
F
I
C
A
T
I
O
N
S
Y
S
T
E
M
O
-
O
-X
X
FI
T
-
U
P
O
F
G
R
O
O
V
E
W
E
L
D
S
(
I
N
C
L
U
D
I
N
G
J
O
I
N
T
G
E
O
M
E
T
R
Y
)
O
-
O
-
XX
•
J
O
I
N
T
P
R
E
P
A
R
A
T
I
O
N
•
D
I
M
E
N
S
I
O
N
S
(
A
L
I
G
N
M
E
N
T
,
R
O
O
T
O
P
E
N
I
N
G
,
R
O
O
T
F
A
C
E
,
B
E
V
E
L
)
•
C
L
E
A
N
L
I
N
E
S
S
(
C
O
N
D
I
T
I
O
N
O
F
S
T
E
E
L
S
U
R
F
A
C
E
S
)
•
T
A
C
K
I
N
G
(
T
A
C
K
W
E
L
D
Q
U
A
L
I
T
Y
A
N
D
L
O
C
A
T
I
O
N
)
•
B
A
C
K
I
N
G
T
Y
P
E
A
N
D
F
I
T
(
I
F
A
P
P
L
I
C
A
B
L
E
)
CO
N
F
I
G
U
R
A
T
I
O
N
A
N
D
F
I
N
I
S
H
O
F
A
C
C
E
S
S
H
O
L
E
S
O
-
O
XX
FI
T
-
U
P
O
F
F
I
L
L
E
T
W
E
L
D
S
O
-
O
-X
X
•
D
I
M
E
N
S
I
O
N
S
(
A
L
I
G
N
M
E
N
T
,
G
A
P
S
A
T
R
O
O
T
)
•
C
L
E
A
N
L
I
N
E
S
S
(
C
O
N
D
I
T
I
O
N
O
F
S
T
E
E
L
S
U
R
F
A
C
E
S
)
•
T
A
C
K
I
N
G
(
T
A
C
K
W
E
L
D
Q
U
A
L
I
T
Y
A
N
D
L
O
C
A
T
I
O
N
)
CH
E
C
K
W
E
L
D
I
N
G
E
Q
U
I
P
M
E
N
T
--
-
X
IN
S
P
E
C
T
I
O
N
T
A
S
K
S
D
U
R
I
N
G
W
E
L
D
I
N
G
QU
A
L
I
T
Y
C
O
N
T
R
O
L
Q
U
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
AI
S
C
3
6
0
A
I
S
C
3
4
1
TA
S
K
D
O
C
U
M
E
N
T
T
A
S
K
O
-
O
-
X
X
US
E
O
F
Q
U
A
L
I
F
I
E
D
W
E
L
D
E
R
S
OO
-X
CO
N
T
R
O
L
A
N
D
H
A
N
D
L
I
N
G
O
F
W
E
L
D
I
N
G
C
O
N
S
U
M
A
B
L
E
S
:
O
-
O
-
XX
-
P
A
C
K
A
G
I
N
G
-
E
X
P
O
S
U
R
E
C
O
N
T
R
O
L
EN
V
I
R
O
N
M
E
N
T
A
L
C
O
N
D
I
T
I
O
N
S
:
O
-
O
X
X
-W
I
N
D
S
P
E
E
D
W
I
T
H
I
N
L
I
M
I
T
S
-P
R
E
C
I
P
I
T
A
T
I
O
N
A
N
D
T
E
M
P
E
R
A
T
U
R
E
WE
L
D
I
N
G
T
E
C
H
N
I
Q
U
E
S
:
-
O
-X
-I
N
T
E
R
P
A
S
S
A
N
D
F
I
N
A
L
C
L
E
A
N
I
N
G
-E
A
C
H
P
A
S
S
W
I
T
H
I
N
P
R
O
F
I
L
E
L
I
M
I
T
A
T
I
O
N
S
-E
A
C
H
P
A
S
S
M
E
E
T
S
Q
U
A
L
I
T
Y
R
E
Q
U
I
R
E
M
E
N
T
S
NO
W
E
L
D
I
N
G
O
V
E
R
C
R
A
C
K
E
D
T
A
C
K
W
E
L
D
S
O
--
X
X
IN
S
P
E
C
T
I
O
N
T
A
S
K
S
A
F
T
E
R
W
E
L
D
I
N
G
QU
A
L
I
T
Y
C
O
N
T
R
O
L
Q
U
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
AI
S
C
3
6
0
AI
S
C
3
4
1
TA
S
K
T
A
S
K
D
O
C
U
M
E
N
T
WE
L
D
S
C
L
E
A
N
E
D
O
-
O
-X
SI
Z
E
,
L
E
N
G
T
H
,
A
N
D
L
O
C
A
T
I
O
N
O
F
W
E
L
D
S
P
-
P
-X
X
P
D
P
D
XX
PL
A
C
E
M
E
N
T
O
F
R
E
I
N
F
O
R
C
I
N
G
O
R
C
O
N
T
O
U
R
I
N
G
F
I
L
L
E
T
W
E
L
D
S
(
I
F
R
E
Q
U
I
R
E
D
)
P
D
P
XX
BA
C
K
I
N
G
R
E
M
O
V
E
D
,
W
E
L
D
T
A
B
S
R
E
M
O
V
E
D
A
N
D
F
I
N
I
S
H
E
D
,
A
N
D
F
I
L
L
E
T
W
E
L
D
S
A
D
D
E
D
(
I
F
R
E
Q
U
I
R
E
D
)
P
D
P
D
XX
RE
P
A
I
R
A
C
T
I
V
I
T
I
E
S
P
-
P
D
XX
AR
C
S
T
R
I
K
E
S
P
-
P
-X
K-
A
R
E
A
P
-
P
-X
DO
C
U
M
E
N
T
A
C
C
E
P
T
A
N
C
E
O
R
R
E
J
E
C
T
I
O
N
O
F
W
E
L
D
E
D
J
O
I
N
T
O
R
M
E
M
B
E
R
P
-
P
-X
RE
Q
U
I
R
E
D
V
E
R
I
F
I
C
A
T
I
O
N
A
N
D
I
N
S
P
E
C
T
I
O
N
O
F
S
T
E
E
L
C
O
N
S
TR
U
C
T
I
O
N
P
E
R
A
I
S
C
3
6
0
&
A
I
S
C
3
4
1
(
W
H
E
R
E
A
P
P
L
I
C
A
B
L
E
)
IN
S
P
E
C
T
I
O
N
T
A
S
K
S
P
R
I
O
R
T
O
B
O
L
T
I
N
G
TA
S
K
D
O
C
U
M
E
N
T
T
A
S
K
D
O
C
U
M
E
N
T
MA
N
U
F
A
C
T
U
R
E
R
'
S
C
E
R
T
I
F
I
C
A
T
I
O
N
S
A
V
A
I
L
A
B
L
E
F
O
R
F
A
S
T
E
N
E
R
M
A
T
E
R
I
A
L
S
O
-
P
-X
FA
S
T
E
N
E
R
S
M
A
R
K
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
S
T
M
R
E
Q
U
I
R
E
M
E
N
T
S
O
-
O
-X
-
PR
O
P
E
R
F
A
S
T
E
N
E
R
S
S
E
L
E
C
T
E
D
F
O
R
T
H
E
J
O
I
N
T
D
E
T
A
I
L
(
G
R
A
D
E
,
T
Y
P
E
,
B
O
L
T
L
E
N
G
T
H
I
F
T
H
R
E
A
D
S
A
R
E
T
O
B
E
EX
C
L
U
D
E
D
F
R
O
M
S
H
E
A
R
P
L
A
N
E
O
-
O
-X
X
PR
O
P
E
R
B
O
L
T
I
N
G
P
R
O
C
E
D
U
R
E
S
E
L
E
C
T
E
D
F
O
R
J
O
I
N
T
D
E
T
A
I
L
O
-
O
-X
X
CO
N
N
E
C
T
I
N
G
E
L
E
M
E
N
T
S
,
I
N
C
L
U
D
I
N
G
T
H
E
A
P
P
R
O
P
R
I
A
T
E
F
A
Y
I
N
G
S
U
R
F
A
C
E
C
O
N
D
I
T
I
O
N
A
N
D
H
O
L
E
P
R
E
P
A
R
A
T
I
O
N
,
I
F
SP
E
C
I
F
I
E
D
,
M
E
E
T
A
P
P
L
I
C
A
B
L
E
R
E
Q
U
I
R
E
M
E
N
T
S
O
-
O
-X
X
PR
E
-
I
N
S
T
A
L
L
A
T
I
O
N
V
E
R
I
F
I
C
A
T
I
O
N
T
E
S
T
I
N
G
B
Y
I
N
S
T
A
L
L
A
T
I
O
N
P
E
R
S
O
N
N
E
L
O
B
S
E
R
V
E
D
A
N
D
D
O
C
U
M
E
N
T
E
D
F
O
R
FA
S
T
E
N
E
R
A
S
S
E
M
B
L
I
E
S
A
N
D
M
E
T
H
O
D
S
U
S
E
D
P
DO
D
XX
PR
O
P
E
R
S
T
O
R
A
G
E
P
R
O
V
I
D
E
D
F
O
R
B
O
L
T
S
,
N
U
T
S
,
W
A
S
H
E
R
S
A
N
D
O
T
H
E
R
F
A
S
T
E
N
E
R
C
O
M
P
O
N
E
N
T
S
O
-
O
-X
X
IN
S
P
E
C
T
I
O
N
T
A
S
K
S
D
U
R
I
N
G
B
O
L
T
I
N
G
QU
A
L
I
T
Y
C
O
N
T
R
O
L
Q
U
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
AI
S
C
3
6
0
A
I
S
C
3
4
1
TA
S
K
D
O
C
U
M
E
N
T
T
A
S
K
FA
S
T
E
N
E
R
A
S
S
E
M
B
L
I
E
S
,
O
F
S
U
I
T
A
B
L
E
C
O
N
D
I
T
I
O
N
,
P
L
A
C
E
D
I
N
A
L
L
H
O
L
E
S
A
N
D
W
A
S
H
E
R
S
(
I
F
RE
Q
U
I
R
E
D
)
A
R
E
P
O
S
I
T
I
O
N
E
D
A
S
R
E
Q
U
I
R
E
D
O
-
O
-X
X
JO
I
N
T
B
R
O
U
G
H
T
T
O
T
H
E
S
N
U
G
-
T
I
G
H
T
C
O
N
D
I
T
I
O
N
P
R
I
O
R
T
O
T
H
E
P
R
E
T
E
N
S
I
O
N
I
N
G
O
P
E
R
A
T
I
O
N
O
-
O
-X
X
FA
S
T
E
N
E
R
C
O
M
P
O
N
E
N
T
N
O
T
T
U
R
N
E
D
B
Y
T
H
E
W
R
E
N
C
H
P
R
E
V
E
N
T
E
D
F
R
O
M
R
O
T
A
T
I
N
G
O
-
O
-X
X
FA
S
T
E
N
E
R
S
A
R
E
P
R
E
T
E
N
S
I
O
N
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
R
C
S
C
S
P
E
C
I
F
I
C
A
T
I
O
N
,
P
R
E
G
R
E
S
S
I
N
G
SY
S
T
E
M
A
T
I
C
A
L
L
Y
F
R
O
M
T
H
E
M
O
S
T
R
I
G
I
D
P
O
I
N
T
T
O
W
A
R
D
T
H
E
F
R
E
E
E
D
G
E
S
O
-
O
-X
X
IN
S
P
E
C
T
I
O
N
T
A
S
K
S
A
F
T
E
R
B
O
L
T
I
N
G
QU
A
L
I
T
Y
C
O
N
T
R
O
L
Q
U
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
AI
S
C
3
6
0
A
I
S
C
3
4
1
TA
S
K
D
O
C
U
M
E
N
T
T
A
S
K
DO
C
U
M
E
N
T
A
C
C
E
P
T
A
N
C
E
O
R
R
E
J
E
C
T
I
O
N
O
F
B
O
L
T
E
D
C
O
N
N
E
C
T
I
O
N
S
P
D
P
D
XX
OT
H
E
R
I
N
S
P
E
C
T
I
O
N
T
A
S
K
S
QU
A
L
I
T
Y
C
O
N
T
R
O
L
Q
U
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
AI
S
C
3
6
0
A
I
S
C
3
4
1
TA
S
K
D
O
C
U
M
E
N
T
T
A
S
K
D
O
C
U
M
E
N
T
P
D
P
D
-X
-
C
O
N
T
O
U
R
A
N
D
F
I
N
I
S
H
-
D
I
M
E
N
S
I
O
N
A
L
T
O
L
E
R
A
N
C
E
S
PR
O
T
E
C
T
E
D
Z
O
N
E
-
N
O
H
O
L
E
S
A
N
D
U
N
A
P
P
R
O
V
E
D
A
T
T
A
C
H
M
E
N
T
S
M
A
D
E
B
Y
F
A
B
R
I
C
A
T
O
R
O
R
E
R
E
C
T
O
R
,
A
S
A
P
P
L
I
C
A
B
L
E
D
P
-X
OB
S
E
R
V
E
(
O
)
-
I
N
S
P
E
C
T
O
R
S
H
A
L
L
O
B
S
E
R
V
E
T
H
E
S
E
F
U
N
C
T
I
O
N
S
O
N
A
R
A
N
D
O
M
,
D
A
I
L
Y
B
A
S
I
S
.
O
P
E
R
A
T
I
O
N
S
N
E
E
D
NO
T
B
E
D
E
L
A
Y
E
D
P
E
N
D
I
N
G
O
B
S
E
R
V
A
T
I
O
N
S
.
PE
R
F
O
R
M
(
P
)
-
T
H
E
S
E
I
N
S
P
E
C
T
I
O
N
S
S
H
A
L
L
B
E
P
E
R
F
O
R
M
E
D
P
R
I
O
R
T
O
T
H
E
F
I
N
A
L
A
C
C
E
P
T
A
N
C
E
O
F
T
H
E
I
T
E
M
.
DO
C
U
M
E
N
T
(
D
)
-
T
H
E
I
N
S
P
E
C
T
O
R
S
H
A
L
L
P
R
E
P
A
R
E
R
E
P
O
R
T
S
I
N
D
I
C
A
T
I
N
G
T
H
A
T
T
H
E
W
O
R
K
H
A
S
B
E
E
N
PE
R
F
O
R
M
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
C
O
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
TH
E
R
E
P
O
R
T
N
E
E
D
N
O
T
P
R
O
V
I
D
E
D
E
T
A
I
L
E
D
M
E
A
S
U
R
E
M
E
N
T
S
F
O
R
J
O
I
N
T
F
I
T
-
U
P
,
W
P
S
S
E
T
T
I
N
G
S
,
C
O
M
P
L
E
T
E
D
WE
L
D
S
,
O
R
O
T
H
E
R
I
N
D
I
V
I
D
U
A
L
I
T
E
M
S
L
I
S
T
E
D
I
N
T
H
E
T
A
B
L
E
S
FO
R
S
H
O
P
F
A
B
R
I
C
A
T
I
O
N
,
T
H
E
R
E
P
O
R
T
S
H
A
L
L
I
N
D
I
C
A
T
E
T
H
E
P
I
E
C
E
M
A
R
K
O
F
T
H
E
P
I
E
C
E
I
N
S
P
E
C
T
E
D
.
F
O
R
F
I
E
L
D
WO
R
K
,
T
H
E
R
E
P
O
R
T
S
H
A
L
L
I
N
D
I
C
A
T
E
T
H
E
R
E
F
E
R
E
N
C
E
GR
I
D
L
I
N
E
S
A
N
D
F
L
O
O
R
O
R
E
L
E
V
A
T
I
O
N
I
N
S
P
E
C
T
E
D
.
W
O
R
K
N
O
T
I
N
C
O
M
P
L
I
A
N
C
E
W
I
T
H
T
H
E
C
O
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
AN
D
W
H
E
T
H
E
R
T
H
E
N
O
N
C
O
M
P
L
I
A
N
C
E
H
A
S
B
E
E
N
SA
T
I
S
F
A
C
T
O
R
I
L
Y
R
E
P
A
I
R
E
D
B
E
N
O
T
E
D
I
N
T
H
E
I
N
S
P
E
C
T
I
O
N
R
E
P
O
R
T
.
REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS VERIFICATION AND INSPECTION TASKFREQUENCY OF INSPECTION CONTINUOUS
P
E
R
I
O
D
I
C
1.
V
E
R
I
F
Y
M
A
T
E
R
I
A
L
S
B
E
L
O
W
S
H
A
L
L
O
W
F
O
U
N
D
A
T
I
O
N
S
A
R
E
A
D
E
Q
U
A
T
E
T
O
A
C
H
I
E
V
E
T
H
E
D
E
S
I
G
N
BE
A
R
I
N
G
C
A
P
A
C
I
T
Y
.
-X
2.
V
E
R
I
F
Y
E
X
C
A
V
A
T
I
O
N
S
A
R
E
E
X
T
E
N
D
E
D
T
O
P
R
O
P
E
R
D
E
P
T
H
A
N
D
H
A
V
E
R
E
A
C
H
E
D
P
R
O
P
E
R
M
A
T
E
R
I
A
L
.
-X
3.
P
E
R
F
O
R
M
C
L
A
S
S
I
F
I
C
A
T
I
O
N
A
N
D
T
E
S
T
I
N
G
O
F
C
O
M
P
A
C
T
E
D
F
I
L
L
M
A
T
E
R
I
A
L
S
.
-X
4.
V
E
R
I
F
Y
U
S
E
O
F
P
R
O
P
E
R
M
A
T
E
R
I
A
L
S
,
D
E
N
S
I
T
I
E
S
A
N
D
L
I
F
T
T
H
I
C
K
N
E
S
S
E
S
D
U
R
I
N
G
P
L
A
C
E
M
E
N
T
A
N
D
CO
M
P
A
C
T
I
O
N
O
F
C
O
M
P
A
C
T
E
D
F
I
L
L
.
X-
5.
P
R
I
O
R
T
O
P
L
A
C
E
M
E
N
T
O
F
C
O
M
P
A
C
T
E
D
F
I
L
L
,
O
B
S
E
R
V
E
S
U
B
G
R
A
D
E
A
N
D
V
E
R
I
F
Y
T
H
A
T
S
I
T
E
H
A
S
B
E
E
N
PR
E
P
A
R
E
D
P
R
O
P
E
R
L
Y
.
-XREQUIRED SPECIAL INSPECTION AND TESTS OF CONCRETE CONSTRUCTION TYPEFREQUENCY OF INSPECTION REFERENCE FOR CRITERIA CONTINUOUS
P
E
R
I
O
D
I
C
REFERENCED STANDARDIBC REFERENCE
1.
I
N
S
P
E
C
T
R
E
I
N
F
O
R
C
E
M
E
N
T
,
I
N
C
L
U
D
I
N
G
P
R
E
S
T
R
E
S
S
I
N
G
TE
N
D
O
N
S
,
A
N
D
V
E
R
I
F
Y
P
L
A
C
E
M
E
N
T
.
-XACI 318: 20, 25.2,25.3, 26.6.1-26.6.3 1908.4
2.
R
E
I
N
F
O
R
C
I
N
G
B
A
R
W
E
L
D
I
N
G
:
a
.
V
E
R
I
F
Y
W
E
L
D
A
B
I
L
I
T
Y
O
F
R
E
I
N
F
O
R
C
I
N
G
B
A
R
S
O
T
H
E
R
T
H
A
N
A
S
T
M
A
7
0
6
-AWS D1.4, ACI 318: 26.6.4-
b
.
I
N
S
P
E
C
T
S
I
N
G
L
E
P
A
S
S
F
I
L
L
E
T
W
E
L
D
S
,
M
A
X
I
M
U
M
5
/
1
6
"
-
c
.
I
N
S
P
E
C
T
A
L
L
O
T
H
E
R
W
E
L
D
S
X
3.
I
N
S
P
E
C
T
A
L
L
A
N
C
H
O
R
S
C
A
S
T
I
N
C
O
N
C
R
E
T
E
-X ACI 318: 817.8.2 -
4.
I
N
S
P
E
C
T
A
N
C
H
O
R
S
P
O
S
T
-
I
N
S
T
A
L
L
E
D
I
N
H
A
R
D
E
N
E
D
C
O
N
C
R
E
T
E
M
E
M
B
E
R
S
a.
A
D
H
E
S
I
V
E
A
N
C
H
O
R
S
I
N
S
T
A
L
L
E
D
I
N
H
O
R
I
Z
O
N
T
A
L
L
Y
O
R
U
P
W
A
R
D
L
Y
IN
C
L
I
N
E
D
O
R
I
E
N
T
A
T
I
O
N
S
T
O
R
E
S
I
S
T
S
U
S
T
A
I
N
E
D
T
E
N
S
I
O
N
L
O
A
D
S
X-ACI 318: 17.8.2.4 -
b
.
M
E
C
H
A
N
I
C
A
L
A
N
C
H
O
R
S
A
N
D
A
D
H
E
S
I
V
E
A
N
C
H
O
R
S
N
O
T
D
E
F
I
N
E
D
I
N
4
.
a
-X ACI 318: 17.8.2.4 -
5.
V
E
R
I
F
Y
U
S
E
O
F
R
E
Q
U
I
R
E
D
D
E
S
I
G
N
M
I
X
.
-X ACI 318: 19,26.4.3, 26.4.41904.1, 1904.2,1908.2, 1908.3
6.
P
R
I
O
R
T
O
C
O
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
,
F
A
B
R
I
C
A
T
E
S
P
E
C
I
M
E
N
S
F
O
R
S
T
R
E
N
G
T
H
TE
S
T
S
,
P
E
R
F
O
R
M
S
L
U
M
P
A
N
D
A
I
R
C
O
N
T
E
N
T
T
E
S
T
S
,
A
N
D
D
E
T
E
R
M
I
N
E
T
H
E
TE
M
P
E
R
A
T
U
R
E
O
F
T
H
E
C
O
N
C
R
E
T
E
.
X-ASTM C172,ASTM C31, ACI 318: 26.4, 26.121908.10
7.
I
N
S
P
E
C
T
C
O
N
C
R
E
T
E
A
N
D
S
H
O
T
C
R
E
T
E
P
L
A
C
E
M
E
N
T
F
O
R
P
R
O
P
E
R
A
P
P
L
I
C
A
T
I
O
N
AN
D
T
E
C
H
N
I
Q
U
E
S
.
X-ACI 318: 26.5 1908.6, 1908.7,1908.8
8.
V
E
R
I
F
Y
M
A
I
N
T
E
N
A
N
C
E
O
F
S
P
E
C
I
F
I
E
D
C
U
R
I
N
G
T
E
M
P
E
R
A
T
U
R
E
A
N
D
T
E
C
H
N
I
Q
U
E
S
.
-X ACI 318: 5.11-5.13 1908.9
9.
I
N
S
P
E
C
T
P
R
E
S
T
R
E
S
S
E
D
C
O
N
C
R
E
T
E
F
O
R
;
a
.
A
P
P
L
I
C
A
T
I
O
N
O
F
P
R
E
S
T
R
E
S
S
I
N
G
F
O
R
C
E
S
X-ACI 318: 126.10 -
b
.
G
R
O
U
T
I
N
G
O
F
B
O
N
D
E
D
P
R
E
S
T
R
E
S
S
I
N
G
T
E
N
D
O
N
S
X-
-
10
.
I
N
S
P
E
C
T
E
R
E
C
T
I
O
N
O
F
P
R
E
C
A
S
T
C
O
N
C
R
E
T
E
M
E
M
B
E
R
S
-X
-
11
.
V
E
R
I
F
Y
I
N
-
S
I
T
U
C
O
N
C
R
E
T
E
S
T
R
E
N
G
T
H
,
P
R
I
O
R
T
O
S
T
R
E
S
S
I
N
G
O
F
TE
N
D
O
N
S
I
N
P
O
S
T
-
T
E
N
S
I
O
N
E
D
C
O
N
C
R
E
T
E
A
N
D
P
R
I
O
R
T
O
R
E
M
O
V
A
L
O
F
SH
O
R
E
S
A
N
D
F
O
R
M
S
F
R
O
M
B
E
A
M
S
A
N
D
S
T
R
U
C
T
U
R
A
L
S
L
A
B
S
-X ACI 318: 26.11.2 -
12
.
I
N
S
P
E
C
T
F
O
R
M
W
O
R
K
F
O
R
S
H
A
P
E
,
L
O
C
A
T
I
O
N
A
N
D
D
I
M
E
N
S
I
O
N
S
O
F
T
H
E
CO
N
C
R
E
T
E
M
E
M
B
E
R
B
E
I
N
G
F
O
R
M
E
D
-X ACI 318:26.11.1.2(b)-
WE
L
D
S
M
E
E
T
V
I
S
U
A
L
A
C
C
E
P
T
A
N
C
E
C
R
I
T
E
R
I
A
:
-C
R
A
C
K
P
R
O
H
I
B
I
T
I
O
N
-W
E
L
D
/
B
A
S
E
-
M
E
T
A
L
F
U
S
I
O
N
-C
R
A
T
E
R
C
R
O
S
S
-
S
E
C
T
I
O
N
-W
E
L
D
P
R
O
F
I
L
E
S
A
N
D
S
I
Z
E
-U
N
D
E
R
C
U
T
-P
O
R
O
S
I
T
Y
WP
S
F
O
L
L
O
W
E
D
:
-S
E
T
T
I
N
G
S
O
N
W
E
L
D
I
N
G
E
Q
U
I
P
M
E
N
T
-T
R
A
V
E
L
S
P
E
E
D
-S
E
L
E
C
T
I
N
G
W
E
L
D
I
N
G
M
A
T
E
R
I
A
L
S
-S
H
I
E
L
D
I
N
G
G
A
S
T
Y
P
E
-P
R
E
H
E
A
T
A
P
P
L
I
E
D
-I
N
T
E
R
P
A
S
S
T
E
M
P
E
R
A
T
U
R
E
M
A
I
N
T
A
I
N
E
D
(
M
I
N
/
M
A
X
)
-P
R
O
P
E
R
P
O
S
I
T
I
O
N
(
F
,
V
,
H
,
O
H
)
-I
N
T
E
R
M
I
X
O
F
F
I
L
L
E
R
M
E
T
A
L
S
A
V
O
I
D
E
D
U
N
L
E
S
S
A
P
P
R
O
V
E
D
SP
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
1.
S
E
I
S
M
I
C
/
W
I
N
D
-
F
O
R
C
E
-
R
E
S
I
S
T
I
N
G
S
Y
S
T
E
M
S
:
ST
R
U
C
T
U
R
A
L
S
T
E
E
L
W
A
L
L
S
SO
I
L
S
CO
N
C
R
E
T
E
C
O
N
S
T
R
U
C
T
I
O
N
SE
E
S
P
E
C
I
F
I
C
D
I
S
C
I
P
L
I
N
E
D
R
A
W
I
N
G
S
F
O
R
A
D
D
I
T
I
O
N
A
L
D
E
S
I
G
N
A
T
E
D
S
E
I
S
M
I
C
S
Y
S
T
E
M
S
R
E
Q
U
I
R
I
N
G
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
W
H
I
C
H
A
R
E
N
O
T
C
O
N
T
A
I
N
E
D
IN
TH
E
S
T
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
2.
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
A
N
D
T
E
S
T
I
N
G
A
S
R
E
Q
U
I
R
E
D
B
Y
T
H
E
I
B
C
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
B
Y
A
N
I
N
D
E
P
E
N
D
E
N
T
A
G
E
N
C
Y
E
M
P
L
O
Y
E
D
B
Y
T
H
E
O
W
N
E
R
U
N
L
E
S
S
WA
I
V
E
D
B
Y
T
H
E
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
O
R
D
I
N
A
T
E
A
N
D
C
O
O
P
E
R
A
T
E
W
I
T
H
T
H
E
R
E
Q
U
I
R
E
D
I
N
S
P
E
C
T
I
O
N
S
/
T
E
S
T
S
A
S
I
N
D
I
C
A
T
E
D
BE
L
O
W
,
R
E
F
E
R
R
I
N
G
T
O
T
H
E
I
B
C
S
E
C
T
I
O
N
I
N
D
I
C
A
T
E
D
A
S
A
P
P
R
O
P
R
I
A
T
E
.
3.
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
R
E
P
O
R
T
S
F
R
O
M
T
H
E
I
N
S
P
E
C
T
O
R
S
H
A
L
L
B
E
S
E
N
T
T
O
T
H
E
A
R
C
H
I
T
E
C
T
/
E
N
G
I
N
E
E
R
A
N
D
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
.
3.
1
.
B
R
I
N
G
A
N
Y
D
I
S
C
R
E
P
A
N
C
I
E
S
T
O
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
I
M
M
E
D
I
A
T
E
A
T
T
E
N
T
I
O
N
.
3.
2
.
N
O
T
I
F
Y
T
H
E
E
N
G
I
N
E
E
R
O
F
A
N
Y
N
O
N
-
P
A
S
S
I
N
G
W
O
R
K
T
H
A
T
T
H
E
C
O
N
T
R
A
C
T
O
R
C
A
N
N
O
T
R
E
A
D
I
L
Y
C
O
R
R
E
C
T
.
3.
3
.
A
N
Y
U
N
C
O
R
R
E
C
T
E
D
D
I
S
C
R
E
P
A
N
C
I
E
S
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
A
T
T
E
N
T
I
O
N
O
F
T
H
E
A
R
C
H
I
T
E
C
T
/
E
N
G
I
N
E
E
R
A
N
D
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
P
R
I
O
R
T
O
CO
M
P
L
E
T
I
O
N
O
F
T
H
A
T
P
H
A
S
E
O
F
T
H
E
W
O
R
K
.
3.
4
.
A
F
I
N
A
L
R
E
P
O
R
T
D
O
C
U
M
E
N
T
I
N
G
R
E
Q
U
I
R
E
D
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
A
N
D
C
O
R
R
E
C
T
I
O
N
S
O
F
A
N
Y
D
I
S
C
R
E
P
A
N
C
I
E
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
.
4.
Q
U
A
L
I
T
Y
C
O
N
T
R
O
L
S
U
B
M
I
T
T
A
L
S
F
O
R
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
4.
1
.
F
U
R
N
I
S
H
W
E
L
D
E
R
Q
U
A
L
I
F
I
C
A
T
I
O
N
R
E
C
O
R
D
S
T
O
V
E
R
I
F
Y
P
R
O
J
E
C
T
W
E
L
D
E
R
S
A
R
E
T
E
S
T
E
D
A
N
D
Q
U
A
L
I
F
I
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
W
S
D
1
.
1
B
E
F
O
R
E
WE
L
D
I
N
G
S
T
R
U
C
T
U
R
A
L
O
R
M
I
S
C
E
L
L
A
N
E
O
U
S STEELS, D1.3 BEFORE WELDING SHEET STEELS (10 GA AND THINNE R), AND D1.4 BE FORE WELDING
RE
I
N
F
O
R
C
I
N
G
S
T
E
E
L
.
S
U
B
M
I
T
D
O
C
U
M
E
N
T
A
T
I
O
N
T
O
T
H
E
A
P
P
R
O
V
E
D
I
N
S
P
E
C
T
I
O
N
A
G
E
N
C
Y
F
O
R
R
E
V
I
E
W
B
E
F
O
R
E
W
E
L
D
I
N
G
.
4.
2
.
P
R
O
V
I
D
E
B
O
L
T
S
T
O
R
A
G
E
A
N
D
I
N
S
T
A
L
L
A
T
I
O
N
P
R
O
C
E
D
U
R
E
S
T
O
T
H
E
A
P
P
R
O
V
E
D
I
N
S
P
E
C
T
I
O
N
A
G
E
N
C
Y
F
O
R
R
E
V
I
E
W
.
5.
S
P
E
C
I
A
L
I
N
S
P
E
C
T
O
R
S
5.
1
.
S
P
E
C
I
A
L
I
N
S
P
E
C
T
O
R
S
S
H
A
L
L
B
E
Q
U
A
L
I
F
I
E
D
P
E
R
S
O
N
S
W
H
O
S
H
A
L
L
D
E
M
O
N
S
T
R
A
T
E
C
O
M
P
E
T
E
N
C
E
,
T
O
T
H
E
S
A
T
I
S
F
A
C
T
I
O
N
O
F
T
H
E
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L,
FO
R
I
N
S
P
E
C
T
I
O
N
O
F
T
H
E
P
A
R
T
I
C
U
L
A
R
T
Y
P
E
O
F
C
O
N
S
T
R
U
C
T
I
O
N
O
R
O
P
E
R
A
T
I
O
N
R
E
Q
U
I
R
I
N
G
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
.
6.
S
E
C
T
I
O
N
1
7
0
4
:
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
6.
1
.
F
A
B
R
I
C
A
T
O
R
S
(
1
7
0
4
.
2
)
:
A
L
L
O
F
F
S
I
T
E
F
A
B
R
I
C
A
T
I
O
N
O
F
S
T
R
U
C
T
U
R
A
L
M
E
M
B
E
R
S
(
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
,
P
R
E
C
A
S
T
C
O
N
C
R
E
T
E
,
E
T
C
.
)
S
H
A
L
L
B
E
S
P
E
CIAL
IN
S
P
E
C
T
E
D
A
S
R
E
Q
U
I
R
E
D
B
Y
T
H
E
I
B
C
,
E
X
C
E
P
T
W
O
R
K
P
E
R
F
O
R
M
E
D
B
Y
F
A
B
R
I
C
A
T
O
R
S
R
E
G
I
S
T
E
R
E
D
A
N
D
A
P
P
R
O
V
E
D
T
O
P
E
R
F
O
R
M
W
O
R
K
W
I
T
H
O
U
T
SP
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
.
A
P
P
R
O
V
E
D
F
A
B
R
I
C
A
T
O
R
S
S
H
A
L
L
S
U
B
M
I
T
A
C
E
R
T
I
F
I
C
A
T
E
O
F
C
O
M
P
L
I
A
N
C
E
T
O
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
A
T
T
H
E
C
O
M
P
L
E
T
I
O
N
O
F
FA
B
R
I
C
A
T
I
O
N
.
6.
2
.
S
O
I
L
S
(
1
7
0
4
.
7
)
:
E
X
I
S
T
I
N
G
S
I
T
E
S
O
I
L
C
O
N
D
I
T
I
O
N
S
,
F
I
L
L
P
L
A
C
E
M
E
N
T
A
N
D
P
R
O
C
E
D
U
R
E
A
N
D
L
O
A
D
-
B
E
A
R
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
S
H
A
L
L
B
E
S
P
E
C
I
A
L
IN
S
P
E
C
T
E
D
T
O
V
E
R
I
F
Y
C
O
M
P
L
I
A
N
C
E
W
I
T
H
T
H
E
A
P
P
R
O
V
E
D
S
O
I
L
S
R
E
P
O
R
T
A
N
D
T
A
B
L
E
1
7
0
4
.
7
.
W
H
E
R
E
T
O
T
A
L
D
E
P
T
H
O
F
C
O
N
T
R
O
L
L
E
D
F
I
L
L
I
S
1
2
"
O
R
LE
S
S
,
T
H
E
S
P
E
C
I
A
L
I
N
S
P
E
C
T
O
R
S
H
A
L
L
V
E
R
I
F
Y
T
H
A
T
T
H
E
I
N
-
P
L
A
C
E
D
R
Y
D
E
N
S
I
T
Y
O
F
T
H
E
C
O
M
P
A
C
T
E
D
F
I
L
L
I
S
N
O
T
L
E
S
S
T
H
A
N
T
H
E
9
0
%
O
F
T
H
E
M
A
XIMUM
DR
Y
D
E
N
S
I
T
Y
A
T
O
P
T
I
M
U
M
M
O
I
S
T
U
R
E
C
O
N
T
E
N
T
A
C
C
O
R
D
I
N
G
T
O
A
S
T
M
D
1
5
5
7
.
6.
3
.
S
E
E
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
N
G
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
S
P
E
C
T
I
O
N
S
P
E
R
T
A
I
N
I
N
G
T
O
E
I
F
S
(
1
7
0
4
.
1
4
)
O
R
S
M
O
K
E
C
O
N
T
R
O
L
S
Y
S
T
E
M
S
(
1
7
0
4
.
1
6
)
.
6.
4
.
S
P
E
C
I
A
L
C
A
S
E
S
(
1
7
0
4
.
1
5
)
:
S
P
E
C
I
A
L
I
N
S
P
E
C
T
A
L
L
P
O
S
T
-
I
N
S
T
A
L
L
E
D
A
N
C
H
O
R
S
P
E
R
I
C
C
R
E
P
O
R
T
.
7.
S
E
C
T
I
O
N
1
7
0
7
:
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
F
O
R
S
E
I
S
M
I
C
R
E
S
I
S
T
A
N
C
E
7.
1
.
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
(
1
7
0
7
.
2
)
:
S
E
E
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
F
O
R
S
T
E
E
L
A
B
O
V
E
.
7.
2
.
S
E
E
S
P
E
C
I
F
I
C
D
I
S
C
I
P
L
I
N
E
D
R
A
W
I
N
G
S
F
O
R
A
N
C
H
O
R
A
G
E
O
F
S
T
O
R
A
G
E
R
A
C
K
S
(
1
7
0
7
.
5
)
,
A
R
C
H
I
T
E
C
T
U
R
A
L
C
O
M
P
O
N
E
N
T
S
(
1
7
0
7
.
6
)
,
ME
C
H
A
N
I
C
A
L
/
E
L
E
C
T
R
I
C
A
L
C
O
M
P
O
N
E
N
T
S
(
1
7
0
7
.
7
)
A
N
D
D
E
S
I
G
N
A
T
E
D
S
E
I
S
M
I
C
S
Y
S
T
E
M
V
E
R
I
F
I
C
A
T
I
O
N
(
1
7
0
7
.
8
)
.
8.
S
T
R
U
C
T
U
R
A
L
O
B
S
E
R
V
A
T
I
O
N
S
F
O
R
S
E
I
S
M
I
C
R
E
S
I
S
T
A
N
C
E
:
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
N
O
T
I
F
Y
T
H
E
E
N
G
I
N
E
E
R
A
T
L
E
A
S
T
2
D
A
Y
S
P
R
I
O
R
T
O
T
H
E
F
O
L
L
O
W
I
N
G
ST
A
G
E
S
O
F
C
O
N
S
T
R
U
C
T
I
O
N
S
O
T
H
E
E
N
G
I
N
E
E
R
M
A
Y
H
A
V
E
T
H
E
O
P
P
O
R
T
U
N
I
T
Y
T
O
R
E
V
I
E
W
T
H
E
W
O
R
K
.
O
B
S
E
R
V
A
T
I
O
N
R
E
P
O
R
T
S
S
H
A
L
L
B
E
S
E
N
T
T
O
AR
C
H
I
T
E
C
T
,
C
O
N
T
R
A
C
T
O
R
A
N
D
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
.
8.
1
.
I
N
I
T
I
A
L
P
L
A
C
I
N
G
O
F
A
N
Y
C
O
N
C
R
E
T
E
,
I
N
C
L
U
D
I
N
G
B
U
T
N
O
T
L
I
M
I
T
E
D
T
O
:
F
O
O
T
I
N
G
S
,
T
I
L
T
W
A
L
L
S
,
S
L
A
B
S
O
N
G
R
A
D
E
O
R
C
O
N
C
R
E
T
E
O
V
E
R
S
T
E
E
L
DECK
8.
2
.
I
N
I
T
I
A
L
G
R
O
U
T
P
O
U
R
S
F
O
R
M
A
S
O
N
R
Y
W
A
L
L
S
8.
3
.
I
N
I
T
I
A
L
E
R
E
C
T
I
O
N
O
F
W
O
O
D
T
R
U
S
S
E
S
8.
4
.
C
O
M
P
L
E
T
I
O
N
O
F
S
T
R
U
C
T
U
R
A
L
R
O
O
F
D
E
C
K
Co
p
y
r
i
g
h
t
2
0
1
8
J
Z
W
A
r
c
h
i
t
e
c
t
s
-
T
h
e
P
u
r
c
h
a
s
e
r
i
s
g
r
a
n
t
e
d
a
s
i
n
g
l
e
u
s
e
l
i
c
e
n
s
e
f
o
r
c
o
n
s
t
r
u
c
t
i
o
n
o
n
l
y
.
T
h
e
s
e
p
l
a
n
s
a
r
e
c
o
p
yr
i
g
h
t
e
d
a
n
d
a
r
e
s
u
b
j
e
c
t
t
o
c
o
p
y
r
i
g
h
t
p
r
o
t
e
c
t
i
o
n
a
s
a
n
"
a
r
c
h
i
t
e
c
t
u
r
a
l
w
o
r
k
"
u
n
d
e
r
t
h
e
c
o
p
y
r
i
g
h
t
a
c
t
.
T
h
e
p
r
o
t
e
c
t
i
o
n
i
n
c
l
u
d
e
s
bu
t
i
s
n
o
t
l
i
m
i
t
e
d
t
o
t
h
e
o
v
e
r
a
l
l
f
o
r
m
a
s
w
e
l
l
a
s
t
h
e
a
r
r
a
n
g
e
m
e
n
t
a
n
d
c
o
m
p
o
s
i
t
i
o
n
o
f
s
p
a
c
e
s
.
U
n
d
e
r
s
u
c
h
p
r
o
t
e
c
t
i
o
n
,
u
n
a
u
t
h
o
r
i
ze
d
u
s
e
o
f
t
h
e
s
e
p
l
a
n
s
,
w
o
r
k
,
o
r
s
t
r
u
c
t
u
r
e
r
e
p
r
e
s
e
n
t
e
d
w
i
l
l
r
e
s
u
l
t
i
n
t
h
e
c
e
s
s
a
t
i
o
n
o
f
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
/
o
r
m
o
n
e
t
a
r
y
c
o
m
p
e
n
s
ation to JZW Architects.
C
NO
R
T
H
S
A
L
T
L
A
K
E
,
U
T
A
H
:
H
E
B
E
R
,
U
T
A
H
:
L
A
Y
T
O
N
,
UT
A
H
PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
WW
W
.
J
Z
W
-
A.
C
O
M
NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S002GENERALSTRUCTURALNOTES75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018 DRAWN BY:ENGINEER:Reeve & Associates, Inc.PROJECT NUMBER:5799 -1935160 SOUTH 1500 WEST RIVERDALE, UTAH 84405 TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com LAND PLANNERS * CIVIL ENGINEERS LAND SURVEYORS *TRAFFIC ENGINEERS STRUCTURAL ENGINEERS LANDSCAPE ARCHITECTS A.W.B.J.D.L.L A A TTONSGISIDENTAERUGISFINDIINIKDERSNVTONISPM14386STATEOIDAHOPROFESSIONALENGINEERFJOHN N A T H A N R E E V ELICENSEDNo.
D
a
t
e
D
e
s
c
r
i
p
t
i
o
n
06/26/2018 02/14/2019
CP -1 CP -1 SC -4 F-
3
.
0
F
-
3
.
0
F-
2
.
0
F-2.0 CP -2 SC -4 CP -2
1
S1
0
3
2
S1
0
3
1
1
2
2
A A
B B
C C
D D
26
'
-
5
1
/
2
"
7'
-
9
1
/
4
"
25
'
-
9
7
/
8
"
3'
-
6
"
3'
-
6
"
2
'
-
0
"
2
'
-
0
"
CONTRACTOR FIELD VERIFY EXISTING FOOTING AND REPLACE AS NEEDED
CO
N
T
R
A
C
T
O
R
F
I
E
L
D
V
E
R
I
F
Y
EX
I
S
T
I
N
G
F
O
O
T
I
N
G
A
N
D
RE
P
L
A
C
E
A
S
N
E
E
D
E
D
9 S501 W 1 0X6 0 W 1 0X60 W 1 0X60 W 1 0X6 0 CP -1 CP -1 DRILL AND EPOXY HORIZONTAL REBAR IN FOOTINGS AND FOUNDATION INTO EXISTING WITH 6" MIN. EMBED.FINISHED FLOOR ELEVATION SHOULD MATCH EXISTING
5
"
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
O
V
E
R
4
"
F
R
E
E
D
R
A
I
N
I
N
G
G
R
A
N
U
L
A
R
F
I
L
L
.
R
E
I
N
F
O
R
C
E
W
/
#
4
B
A
R
S
@
1
8
"
O
.
C
.
E
.
W
.
(E
)
F
O
O
T
I
N
G
(E) FOOTING
FC
-
2
.
0
F
C
-
2
.
0
FC-2.0
DR
I
L
L
A
N
D
E
P
O
X
Y
H
O
R
I
Z
O
N
T
A
L
RE
B
A
R
I
N
F
O
O
T
I
N
G
S
A
N
D
FO
U
N
D
A
T
I
O
N
I
N
T
O
E
X
I
S
T
I
N
G
W
I
T
H
6
"
M
I
N
.
E
M
B
E
D
.
FW
-
1
F
W
-
1
FW-1
(
E
)
F
O
O
T
I
N
G
F
T
-
2
.
0
F
T
-
2
.
0
(E
)
F
O
O
T
I
N
G
(E
)
F
O
O
T
I
N
G
3
S5
0
1
3
S5
0
1
8
S5
0
1
8
S5
0
1
8 S501 10 S501
S5
0
1
4
Co
p
y
r
i
g
h
t
2
0
1
8
J
Z
W
A
r
c
h
i
t
e
c
t
s
-
T
h
e
P
u
r
c
h
a
s
e
r
i
s
g
r
a
n
t
e
d
a
s
i
n
g
l
e
u
s
e
l
i
c
e
n
s
e
f
o
r
c
o
n
s
t
r
u
c
t
i
o
n
o
n
l
y
.
T
h
e
s
e
p
l
a
n
s
a
r
e
c
o
p
yr
i
g
h
t
e
d
a
n
d
a
r
e
s
u
b
j
e
c
t
t
o
c
o
p
y
r
i
g
h
t
p
r
o
t
e
c
t
i
o
n
a
s
a
n
"
a
r
c
h
i
t
e
c
t
u
r
a
l
w
o
r
k
"
u
n
d
e
r
t
h
e
c
o
p
y
r
i
g
h
t
a
c
t
.
T
h
e
p
r
o
t
e
c
t
i
o
n
i
n
c
l
u
d
e
s
bu
t
i
s
n
o
t
l
i
m
i
t
e
d
t
o
t
h
e
o
v
e
r
a
l
l
f
o
r
m
a
s
w
e
l
l
a
s
t
h
e
a
r
r
a
n
g
e
m
e
n
t
a
n
d
c
o
m
p
o
s
i
t
i
o
n
o
f
s
p
a
c
e
s
.
U
n
d
e
r
s
u
c
h
p
r
o
t
e
c
t
i
o
n
,
u
n
a
u
t
h
o
r
i
ze
d
u
s
e
o
f
t
h
e
s
e
p
l
a
n
s
,
w
o
r
k
,
o
r
s
t
r
u
c
t
u
r
e
r
e
p
r
e
s
e
n
t
e
d
w
i
l
l
r
e
s
u
l
t
i
n
t
h
e
c
e
s
s
a
t
i
o
n
o
f
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
/
o
r
m
o
n
e
t
a
r
y
c
o
m
p
e
n
s
ation to JZW Architects.
C
NO
R
T
H
S
A
L
T
L
A
K
E
,
U
T
A
H
:
H
E
B
E
R
,
U
T
A
H
:
L
A
Y
T
O
N
,
UT
A
H
PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
WW
W
.
J
Z
W
-
A.
C
O
M
NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S101FOOTING AND FOUNDATION PLANS75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018
1
/
4
"
=
1
'
-
0
"
1
GR
A
D
E
DRAWN BY:ENGINEER:Reeve & Associates, Inc.PROJECT NUMBER:5799 -1935160 SOUTH 1500 WEST RIVERDALE, UTAH 84405 TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com LAND PLANNERS * CIVIL ENGINEERS LAND SURVEYORS *TRAFFIC ENGINEERS STRUCTURAL ENGINEERS LANDSCAPE ARCHITECTS A.W.B.J.D.L.L A A TTONSGISIDENTAERUGISFINDIINIKDERSNVTONISPM14386STATEOIDAHOPROFESSIONALENGINEERFJOHN N A T H A N R E E V ELICENSEDNo.
D
a
t
e
D
e
s
c
r
i
p
t
i
o
n
06/26/2018 02/14/2019
A
D
B
C
GH
E X I S T I N G T R US
S E S
OV
E
R
B
U
I
L
D
EX
I
S
T
I
N
G
R
O
O
F
T
O
B
E
RE
M
O
V
E
D
I
N
T
H
I
S
A
R
E
A
W1
0
x
1
9
W
1
0
x
1
9
W
1
0
x
1
9
W10x19
S1
0
2
2
1
S1
0
3
2
S1
0
3
2
S1
0
3
1
1
2
2
A
B B
C C
D
W
1
0
x
1
9
W
1
0
x
1
9
12
S5
0
1
7 S601 TYP.13 S501 TYP.
4
'
-
0
"
M
I
N
.
TR
U
S
S
O
R
R
A
F
T
E
R
E
A
C
H
SI
D
E
O
F
C
O
L
U
M
N
MI
N
.
2
x
6
S
E
E
D
E
T
A
I
L
2
/
S
1
0
3
.
8
"
S
T
E
E
L
J
O
I
S
T
S
@
2
4
"
M
I
N
.
TR
U
S
S
TR
U
S
S
(2
)
8
"
S
T
E
E
L
RI
D
G
E
B
E
A
M
1
S1
0
3
2
S1
0
3
1
1
2
2
B B
C C
W
1
0
X
1
9
W
1
0
X
1
9
W 1 0X60 W 1 0X60 W 1 0X60 W 1 0X60
Co
p
y
r
i
g
h
t
2
0
1
8
J
Z
W
A
r
c
h
i
t
e
c
t
s
-
T
h
e
P
u
r
c
h
a
s
e
r
i
s
g
r
a
n
t
e
d
a
s
i
n
g
l
e
u
s
e
l
i
c
e
n
s
e
f
o
r
c
o
n
s
t
r
u
c
t
i
o
n
o
n
l
y
.
T
h
e
s
e
p
l
a
n
s
a
r
e
c
o
p
yr
i
g
h
t
e
d
a
n
d
a
r
e
s
u
b
j
e
c
t
t
o
c
o
p
y
r
i
g
h
t
p
r
o
t
e
c
t
i
o
n
a
s
a
n
"
a
r
c
h
i
t
e
c
t
u
r
a
l
w
o
r
k
"
u
n
d
e
r
t
h
e
c
o
p
y
r
i
g
h
t
a
c
t
.
T
h
e
p
r
o
t
e
c
t
i
o
n
i
n
c
l
u
d
e
s
bu
t
i
s
n
o
t
l
i
m
i
t
e
d
t
o
t
h
e
o
v
e
r
a
l
l
f
o
r
m
a
s
w
e
l
l
a
s
t
h
e
a
r
r
a
n
g
e
m
e
n
t
a
n
d
c
o
m
p
o
s
i
t
i
o
n
o
f
s
p
a
c
e
s
.
U
n
d
e
r
s
u
c
h
p
r
o
t
e
c
t
i
o
n
,
u
n
a
u
t
h
o
r
i
ze
d
u
s
e
o
f
t
h
e
s
e
p
l
a
n
s
,
w
o
r
k
,
o
r
s
t
r
u
c
t
u
r
e
r
e
p
r
e
s
e
n
t
e
d
w
i
l
l
r
e
s
u
l
t
i
n
t
h
e
c
e
s
s
a
t
i
o
n
o
f
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
/
o
r
m
o
n
e
t
a
r
y
c
o
m
p
e
n
s
ation to JZW Architects.
C
NO
R
T
H
S
A
L
T
L
A
K
E
,
U
T
A
H
:
H
E
B
E
R
,
U
T
A
H
:
L
A
Y
T
O
N
,
UT
A
H
PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
WW
W
.
J
Z
W
-
A.
C
O
M
NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S102ROOF PLANS75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018 No.
D
a
t
e
D
e
s
c
r
i
p
t
i
o
n
DRAWN BY:ENGINEER:Reeve & Associates, Inc.PROJECT NUMBER:5799 -1935160 SOUTH 1500 WEST RIVERDALE, UTAH 84405 TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com LAND PLANNERS * CIVIL ENGINEERS LAND SURVEYORS *TRAFFIC ENGINEERS STRUCTURAL ENGINEERS LANDSCAPE ARCHITECTS A.W.B.J.D.L.L A A TTONSGISIDENTAERUGISFINDIINIKDERSNVTONISPM14386STATEOIDAHOPROFESSIONALENGINEERFJOHN N A T H A N R E E V ELICENSED
1
/
4
"
=
1
'
-
0
"
1
RO
O
F
P
L
A
N
1
/
4
"
=
1
'
-
0
"
2
HI
G
H
R
O
O
F
06/26/2018 02/14/2019
C
D
FI
N
I
S
H
G
R
A
D
E
10
0
'
-
0
"
T/
C
O
L
11
5
'
-
8
-
3
/
4
"
C12x20.7C12x20.7C12x20.7 C10x8.4 W10x19 BEAM C6x8.2 C6x8.2
W
1
0
x
6
0
C
O
L
U
M
N
W10x60 COLUMN STONE VENEER BY ARCH.W10x19 BEAM
1/
4
"
1/
4
"
2
-
6
1/4"
2
-
6
1/4"
2
-
6
CL
O
F
C
O
L
U
M
N
STEEL PLATES PER ARCH. (NON -STRUCTURAL)
1/
4
"
1/
4
"
SI
G
N
B
Y
O
T
H
E
R
S
STEEL PLATE 1/2"x6"x0'-8"
1/
2
"
C
A
P
P
L
A
T
E
1/
4
"
3/
4
"
B
A
S
E
P
L
A
T
E
1/4"TYP.ANCHOR BOLTS PER COLUMN SCHEDULE 1 -1/2" NON -SHRINK GROUT CONCRETE PIER PER PLAN FOOTING PER PLAN1/4"1/4"
NE
W
B
E
A
M
PE
R
P
L
A
N
NEW BEAM PER PLANS6017TYP.STEEL B -DECK
FI
N
I
S
H
G
R
A
D
E
10
0
'
-
0
"
2
1
ST
O
N
E
V
E
N
E
E
R
B
Y
A
R
C
H
.
ST
E
E
L
J
O
I
S
T
S
P
E
R
P
L
A
N
T/
C
O
L
11
6
'
-
8
-
3
/
4
"
EX
I
S
T
I
N
G
C
M
U
W
A
L
L
B
E
Y
O
N
D
1/
4
"
S1
0
3
3
(2
)
8
"
S
T
E
E
L
S
T
U
D
R
I
D
G
E
B
E
A
M
EX
I
S
T
I
N
G
R
O
O
F
CO
L
U
M
N
P
E
R
P
L
A
N
CO
L
U
M
N
P
E
R
P
L
A
N
NE
W
B
E
A
M
P
E
R
P
L
A
N
CO
L
U
M
N
P
E
R
P
L
A
N
5/
8
"
T
H
R
E
A
D
E
D
B
O
L
T
E
A
C
H
SI
D
E
O
F
C
O
L
U
M
N
TR
U
S
S
O
R
R
A
F
T
E
R
E
A
C
H
S
I
D
E
OF
C
O
L
U
M
N
- 2
x
6
M
I
N
.
AN
C
H
O
R
B
O
L
T
S
NE
W
F
O
O
T
I
N
G
P
E
R
P
L
A
N
16
d
N
A
I
L
S
@
4
"
O
.
C
.
S1
0
3
4
1
S1
0
3
SI
M
.
BE
A
M
P
E
R
P
L
A
N
TR
U
S
S
ST
E
E
L
C
O
L
U
M
N
1/
4
"
1/
4
"
1/
4
"
FI
N
I
S
H
G
R
A
D
E
1
0
0
'
-
0
"
2
ST
E
E
L
C
O
L
U
M
N
PE
R
P
L
A
N
3
0
"
M
I
N
.
1
8
"
AN
C
H
O
R
B
O
L
T
S
P
E
R
ST
E
E
L
C
O
L
U
M
N
SC
H
E
D
U
L
E
D
E
T
A
I
L
5
/
S
6
0
1
NE
W
F
O
O
T
I
N
G
P
E
R
P
L
A
N
W
/
#
4
R
E
B
A
R
@
1
2
"
O
.
C
.
EA
C
H
W
A
Y
T
O
P
A
N
D
BO
T
T
O
M
DR
I
L
L
A
N
D
E
P
O
X
Y
RE
I
N
F
.
I
N
T
O
E
X
I
S
T
I
N
G
W/
5
"
M
I
N
E
M
B
E
D
EX
I
S
T
I
N
G
FO
O
T
I
N
G
2'
-
0
"
Co
p
y
r
i
g
h
t
2
0
1
8
J
Z
W
A
r
c
h
i
t
e
c
t
s
-
T
h
e
P
u
r
c
h
a
s
e
r
i
s
g
r
a
n
t
e
d
a
s
i
n
g
l
e
u
s
e
l
i
c
e
n
s
e
f
o
r
c
o
n
s
t
r
u
c
t
i
o
n
o
n
l
y
.
T
h
e
s
e
p
l
a
n
s
a
r
e
c
o
p
yr
i
g
h
t
e
d
a
n
d
a
r
e
s
u
b
j
e
c
t
t
o
c
o
p
y
r
i
g
h
t
p
r
o
t
e
c
t
i
o
n
a
s
a
n
"
a
r
c
h
i
t
e
c
t
u
r
a
l
w
o
r
k
"
u
n
d
e
r
t
h
e
c
o
p
y
r
i
g
h
t
a
c
t
.
T
h
e
p
r
o
t
e
c
t
i
o
n
i
n
c
l
u
d
e
s
bu
t
i
s
n
o
t
l
i
m
i
t
e
d
t
o
t
h
e
o
v
e
r
a
l
l
f
o
r
m
a
s
w
e
l
l
a
s
t
h
e
a
r
r
a
n
g
e
m
e
n
t
a
n
d
c
o
m
p
o
s
i
t
i
o
n
o
f
s
p
a
c
e
s
.
U
n
d
e
r
s
u
c
h
p
r
o
t
e
c
t
i
o
n
,
u
n
a
u
t
h
o
r
i
ze
d
u
s
e
o
f
t
h
e
s
e
p
l
a
n
s
,
w
o
r
k
,
o
r
s
t
r
u
c
t
u
r
e
r
e
p
r
e
s
e
n
t
e
d
w
i
l
l
r
e
s
u
l
t
i
n
t
h
e
c
e
s
s
a
t
i
o
n
o
f
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
/
o
r
m
o
n
e
t
a
r
y
c
o
m
p
e
n
s
ation to JZW Architects.
C
NO
R
T
H
S
A
L
T
L
A
K
E
,
U
T
A
H
:
H
E
B
E
R
,
U
T
A
H
:
L
A
Y
T
O
N
,
UT
A
H
PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
WW
W
.
J
Z
W
-
A.
C
O
M
NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S103ENTRY ELEVATION AND DETAILS75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018 DRAWN BY:ENGINEER:Reeve & Associates, Inc.PROJECT NUMBER:5799 -1935160 SOUTH 1500 WEST RIVERDALE, UTAH 84405 TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com LAND PLANNERS * CIVIL ENGINEERS LAND SURVEYORS *TRAFFIC ENGINEERS STRUCTURAL ENGINEERS LANDSCAPE ARCHITECTS A.W.B.J.D.L.L A A TTONSGISIDENTAERUGISFINDIINIKDERSNVTONISPM14386STATEOIDAHOPROFESSIONALENGINEERFJOHN N A T H A N R E E V ELICENSED
NO
T
T
O
S
C
A
L
E
1
EN
T
R
Y
T
R
U
S
S
A
N
D
C
O
L
U
M
N
S
E
C
T
I
O
N
NO
T
T
O
S
C
A
L
E
2
EN
T
R
Y
T
R
U
S
S
A
N
D
C
O
L
U
M
N
S
E
C
T
I
O
N
S
I
D
E
V
I
E
W
NO
T
T
O
S
C
A
L
E
3
CO
L
U
M
N
T
O
B
E
A
M
-
B
E
A
M
T
O
T
R
U
S
S
D
E
T
A
I
L
NO
T
T
O
S
C
A
L
E
4
EN
T
R
Y
C
O
L
U
M
N
A
N
D
F
O
O
T
I
N
G
D
E
T
A
I
L
No.
D
a
t
e
D
e
s
c
r
i
p
t
i
o
n
06/26/2018 02/14/2019
1/
4
1/
4
ST
E
E
L
B
E
A
M
PE
R
P
L
A
N
IF
D
E
S
I
R
E
D
E
R
E
C
T
I
O
N
AN
G
L
E
ST
E
E
L
C
O
L
U
M
N
PE
R
P
L
A
N
2
1
BA
C
K
F
I
L
L
E
D
TR
E
N
C
H
BO
T
T
O
M
O
F
TR
E
N
C
H
T
O
B
E
AB
O
V
E
T
H
I
S
L
I
N
E
CO
N
T
I
N
U
O
U
S
O
R
SP
R
E
A
D
F
O
O
T
I
N
G
6
"
PR
O
V
I
D
E
TY
P
I
C
A
L
FO
O
T
I
N
G
S
T
E
P
I
F
TH
I
S
D
I
M
E
N
S
I
O
N
EX
C
E
E
D
S
1
'
-6"
PI
P
E
B
E
L
O
W
F
O
O
T
I
N
G
PI
P
E
T
H
R
U
F
O
O
T
I
N
G
12
"
M
I
N
.
6
"
M
I
N
.
12
"
M
I
N
.
1/
2
"
C
L
E
A
R
.
12
"
M
I
N
.
12
"
M
I
N
.
1/
2
"
C
L
E
A
R
24
"
M
I
N
.
PR
O
V
I
D
E
A
S
L
E
E
V
E
FO
R
A
L
L
P
I
P
E
S
PA
S
S
I
N
G
T
H
R
U
WA
L
L
S
A
N
D
FO
O
T
I
N
G
S
PR
O
V
I
D
E
A
D
D
I
T
I
O
N
A
L
RE
I
N
F
.
A
S
S
H
O
W
N
T
O
MA
T
C
H
T
Y
P
.
W
H
E
R
E
BA
R
I
S
C
U
T
6
"
M
I
N
.
2
"
C
L
E
A
R
ST
E
E
L
C
O
L
U
M
N
DI
A
M
O
N
D
B
L
O
C
K
O
U
T
WH
E
R
E
A
P
P
L
I
C
A
B
L
E
RE
I
N
F
.
P
E
R
S
C
H
E
D
.
RE
I
N
F
.
P
E
R
S
C
H
E
D
.
FO
O
T
I
N
G
- S
E
E
SC
H
E
D
U
L
E
F
O
R
RE
I
N
F
O
R
C
E
M
E
N
T
&
S
I
Z
E
SE
C
T
I
O
N
A
-A
CO
N
C
.
P
I
E
R
P
E
R
P
L
A
N
CO
N
C
R
E
T
E
S
L
A
B
A
A
3
0
"
M
I
N
.
EX
I
S
T
I
N
G
R
O
O
F
F
R
A
M
I
N
G
BN
(3
)
1
6
d
T
O
E
N
A
I
L
S
A
T
E
A
.
B
L
O
C
K
2x
S
H
A
P
E
D
B
L
O
C
K
I
N
G
BE
T
W
E
E
N
R
A
F
T
E
R
S
NE
W
S
T
E
E
L
B
E
A
M
S
E
E
P
L
A
N
(3
)
1
6
d
T
O
E
N
A
I
L
S
A
T
E
A
.
BL
O
C
K
EX
I
S
T
I
N
G
R
O
O
F
SH
E
A
T
H
I
N
G
.
R
E
M
O
V
E
AN
D
R
E
P
L
A
C
E
A
S
N
E
E
D
E
D
2x
S
I
L
L
P
L
A
T
E
5/
8
"
Ø
T
H
R
E
A
D
E
D
ST
U
D
S
@
3
2
"
O
.
C
.
S6
0
1
7
SO
L
I
D
G
R
O
U
T
(F
I
E
L
D
V
E
R
I
F
Y
)
EX
I
S
T
I
N
G
C
M
U
W
A
L
L
ST
E
E
L
B
E
A
M
P
E
R
P
L
A
N
EN
D
P
L
A
T
E
1
/
2
"
x
6
"
x
0
'
-9"
W
/
(
4
)
5
/
8
"
x
5
"
T
I
T
E
N
H
D
AN
C
H
O
R
S
O
R
E
Q
U
I
V
.
RE
I
N
F
O
R
C
E
M
E
N
T
P
E
R
FO
O
T
I
N
G
S
C
H
E
D
.
MI
N
.
3
"
C
O
V
E
R
WI
D
T
H
P
E
R
FO
O
T
I
N
G
S
C
H
E
D
.
DE
P
T
H
P
E
R
FO
O
T
I
N
G
S
C
H
E
D
.
AD
D
I
T
I
O
N
A
L
V
E
R
T
.
BA
R
A
T
IN
T
E
R
S
E
C
T
I
O
N
,
T
Y
P
AD
D
I
T
I
O
N
A
L
VE
R
T
.
B
A
R
A
T
CO
R
N
E
R
,
T
Y
P
CO
R
N
E
R
BA
R
S
CO
R
N
E
R
B
A
R
S
CO
N
C
W
A
L
L
CO
N
C
W
A
L
L
AD
D
I
T
I
O
N
A
L
V
E
R
T
BA
R
A
T
C
O
R
N
E
R
,
TY
P
.
(
2
)
P
L
A
C
E
S
CO
R
N
E
R
BA
R
S
CO
N
C
W
A
L
L
CO
R
N
E
R
B
A
R
S
CO
N
C
WA
L
L
AD
D
I
T
I
O
N
A
L
V
E
R
T
.
BA
R
A
T
IN
T
E
R
S
E
C
T
I
O
N
TY
P
(
2
)
P
L
A
C
E
S
BE
N
D
N
O
R
M
A
L
WA
L
L
R
E
I
N
F
O
R
PR
O
V
I
D
E
B
A
R
OF
S
A
M
E
S
I
Z
E
AN
D
S
P
A
C
I
N
G
WI
T
H
L
A
P
A
S
PE
R
G
S
N
VERTICAL REINF.SEE SCHED.HORIZONTAL REINF.SEE SCHED.FOOTING OUTLINEFOOTING REINF.(TOP STEEL WHERE OCCURS)TOP OF FOUNDATION WALL TYP. FOUNDATION REINF.NO FOUNDATION WALL STEP ALLOWED WITHIN 2xH OF ANY FOOTING STEP (EXCEPT WHEN H <2'-0")2xH 2xH (MIN.)TT (H) 48" MAX. UNO
(2
)
#
4
x
4
'
-0"
B
A
R
S
W
H
E
R
E
CO
N
T
R
O
L
O
R
C
O
N
S
T
R
U
C
T
I
O
N
JO
I
N
T
S
D
O
N
O
T
E
X
T
E
N
D
F
R
O
M
CO
R
N
E
R
S
O
F
F
L
O
O
R
S
L
A
B
BL
O
C
K
O
U
T
S
A
T
B
U
I
L
D
I
N
G
CO
L
U
M
N
S
(2
)
#
4
x
4
'
-0"
B
A
R
S
W
H
E
R
E
CO
N
T
R
O
L
O
R
C
O
N
S
T
R
U
C
T
I
O
N
JO
I
N
T
S
I
N
T
E
R
S
E
C
T
B
U
T
D
O
N
O
T
CO
N
T
I
N
U
E
B
E
Y
O
N
D
IN
T
E
R
S
E
C
T
I
O
N
(2
)
#
4
x
4
'
-0"
B
A
R
S
A
T
E
A
C
H
C
O
R
N
E
R
OF
R
E
C
E
S
S
E
D
O
R
D
E
P
R
E
S
S
E
D
SL
A
B
S
W
H
E
R
E
C
O
N
T
R
O
L
O
R
CO
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
S
D
O
N
O
T
EX
T
E
N
D
B
E
Y
O
N
D
C
O
R
N
E
R
PL
A
N
PL
A
N
RE
C
E
S
S
E
D
O
R
C
J
CJ
DE
P
R
E
S
S
E
D
S
L
A
B
PL
A
N
M
A
N
U
F
.
F
R
E
E
Z
E
R
B
Y
O
T
H
E
R
S
CO
N
C
.
F
T
G
.
SE
E
P
L
A
N
AN
D
S
C
H
E
D
.
CO
N
T
.
F
D
N
W
A
L
L
SE
E
P
L
A
N
A
N
D
S
C
H
E
D
.
EX
T
E
R
I
O
R
S
L
A
B
O
R
GR
A
D
E
P
E
R
A
R
C
H
CH
A
M
F
E
R
(
W
H
E
R
E
OC
C
U
R
S
)
S
E
E
A
R
C
H
L8
x
4
x
7
/
1
6
E
A
C
H
S
I
D
E
W
/
5
/
8
"
D
I
A
T
H
R
U
BO
L
T
S
@
2
4
"
O
.
C
.
PL
A
T
E
3
/
1
6
"
x
6
"
x
R
E
Q
D
.
EA
C
H
F
A
C
E
3/
1
6
"
2-
1
2
3/
1
6
"
1
-
1
2
0'
-
4
"
(E
)
M
A
S
O
N
R
Y
W
A
L
L
SO
L
I
D
G
R
O
U
T
6'-0" MAX.SAWCUT BED JOINT AND INSTALL LINTEL PRIOR TO REMOVING ANY MASONRY1/4(3) SIDES TYP.(E) MASONRY WALL 11 S501L8x4x7/16 EACH SIDE8" SOLID GROUTL8x4x7/16 EACH SIDE 12"12"12'-6" MAX.10'-0" MAX.
ST
R
U
C
T
U
R
A
L
F
I
L
L
,
SE
E
G
E
N
E
R
A
L
ST
R
U
C
T
U
R
A
L
N
O
T
E
S
CO
N
C
R
E
T
E
F
O
O
T
I
N
G
SE
E
S
C
H
E
D
.
F
O
R
S
I
Z
E
AN
D
R
E
I
N
F
.
S
T
E
E
L
'b
'
C
O
N
D
I
T
I
O
N
S
)
d
(
V
A
R
I
E
S
A
S
R
E
Q
D
.
B
Y
S
I
T
E
2d
+
b
O
R
A
S
R
E
Q
U
I
R
E
D
B
Y
S
O
I
L
S
R
E
P
O
R
T
Co
p
y
r
i
g
h
t
2
0
1
8
J
Z
W
A
r
c
h
i
t
e
c
t
s
-
T
h
e
P
u
r
c
h
a
s
e
r
i
s
g
r
a
n
t
e
d
a
s
i
n
g
l
e
u
s
e
l
i
c
e
n
s
e
f
o
r
c
o
n
s
t
r
u
c
t
i
o
n
o
n
l
y
.
T
h
e
s
e
p
l
a
n
s
a
r
e
c
o
p
yr
i
g
h
t
e
d
a
n
d
a
r
e
s
u
b
j
e
c
t
t
o
c
o
p
y
r
i
g
h
t
p
r
o
t
e
c
t
i
o
n
a
s
a
n
"
a
r
c
h
i
t
e
c
t
u
r
a
l
w
o
r
k
"
u
n
d
e
r
t
h
e
c
o
p
y
r
i
g
h
t
a
c
t
.
T
h
e
p
r
o
t
e
c
t
i
o
n
i
n
c
l
u
d
e
s
bu
t
i
s
n
o
t
l
i
m
i
t
e
d
t
o
t
h
e
o
v
e
r
a
l
l
f
o
r
m
a
s
w
e
l
l
a
s
t
h
e
a
r
r
a
n
g
e
m
e
n
t
a
n
d
c
o
m
p
o
s
i
t
i
o
n
o
f
s
p
a
c
e
s
.
U
n
d
e
r
s
u
c
h
p
r
o
t
e
c
t
i
o
n
,
u
n
a
u
t
h
o
r
i
ze
d
u
s
e
o
f
t
h
e
s
e
p
l
a
n
s
,
w
o
r
k
,
o
r
s
t
r
u
c
t
u
r
e
r
e
p
r
e
s
e
n
t
e
d
w
i
l
l
r
e
s
u
l
t
i
n
t
h
e
c
e
s
s
a
t
i
o
n
o
f
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
/
o
r
m
o
n
e
t
a
r
y
c
o
m
p
e
n
s
ation to JZW Architects.
C
NO
R
T
H
S
A
L
T
L
A
K
E
,
U
T
A
H
:
H
E
B
E
R
,
U
T
A
H
:
L
A
Y
T
O
N
,
UT
A
H
PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
WW
W
.
J
Z
W
-
A.
C
O
M
NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S501STRUCTURALDETAILS75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018
NO
T
T
O
S
C
A
L
E
14
ST
E
E
L
B
E
A
M
T
O
S
T
E
E
L
C
O
L
U
M
N
D
E
T
A
I
L
DRAWN BY:ENGINEER:Reeve & Associates, Inc.PROJECT NUMBER:5799 -1935160 SOUTH 1500 WEST RIVERDALE, UTAH 84405 TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com LAND PLANNERS * CIVIL ENGINEERS LAND SURVEYORS *TRAFFIC ENGINEERS STRUCTURAL ENGINEERS LANDSCAPE ARCHITECTS A.W.B.J.D.L.L A A TTONSGISIDENTAERUGISFINDIINIKDERSNVTONISPM14386STATEOIDAHOPROFESSIONALENGINEERFJOHN N A T H A N R E E V ELICENSED
NO
T
T
O
S
C
A
L
E
1
PI
P
E
P
A
R
A
L
L
E
L
T
O
F
O
O
T
I
N
G
D
E
T
A
I
L
NO
T
T
O
S
C
A
L
E
2
PI
P
E
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
F
O
O
T
I
N
G
D
E
T
A
I
L
NO
T
T
O
S
C
A
L
E
9
DE
T
A
I
L
NO
T
T
O
S
C
A
L
E
12
RA
F
T
E
R
O
N
S
T
E
E
L
B
E
A
M
D
E
T
A
I
L
NO
T
T
O
S
C
A
L
E
13
ST
E
E
L
B
E
A
M
A
T
C
M
U
D
E
T
A
I
L
No.
D
a
t
e
D
e
s
c
r
i
p
t
i
o
n
NO
T
T
O
S
C
A
L
E
3
TH
I
C
K
E
N
E
D
S
L
A
B
D
E
T
A
I
L
NO
T
T
O
S
C
A
L
E
4
CO
R
N
E
R
W
A
L
L
R
E
I
N
F
O
R
C
E
M
E
N
T
D
E
T
A
I
L
NOT TO SCALE 5 FOOTING STEP DETAIL
NO
T
T
O
S
C
A
L
E
6
AD
D
I
T
I
O
N
A
L
S
L
A
B
R
E
I
N
F
O
R
C
I
N
G
D
E
T
A
I
L
NO
T
T
O
S
C
A
L
E
8
TY
P
I
C
A
L
F
O
U
N
D
A
T
I
O
N
D
E
T
A
I
L
A
T
F
R
E
E
Z
E
R
NO
T
T
O
S
C
A
L
E
11
MA
S
O
N
R
Y
W
A
L
L
C
U
T
D
E
T
A
I
L
NOT TO SCALE 10 TYPICAL OPENING IN EXISTING MASONRY WALL
NO
T
T
O
S
C
A
L
E
7
ST
R
U
C
T
U
R
A
L
F
I
L
L
U
N
D
E
R
F
O
O
T
I
N
G
S
D
E
T
A
I
L
06/26/2018 02/14/2019
NO
T
E
S
:
1.
C
O
M
M
O
N
O
R
B
O
X
N
A
I
L
S
A
R
E
P
E
R
M
I
T
T
E
D
T
O
B
E
U
S
E
D
,
E
X
C
E
P
T
W
H
E
R
E
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
2.
S
T
A
P
L
E
S
S
H
A
L
L
H
A
V
E
A
M
I
N
I
M
U
M
C
R
O
W
N
W
I
D
T
H
O
F
7
/
1
6
I
N
C
H
.
3.
S
E
E
I
B
C
T
A
B
L
E
2
3
0
4
.
9
.
1
F
O
R
A
D
D
I
T
I
O
N
A
L
N
A
I
L
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
.
MI
N
I
M
U
M
N
A
I
L
I
N
G
S
C
H
E
D
U
L
E
No
.
C
O
N
N
E
C
T
I
O
N
JO
I
S
T
T
O
S
I
L
L
O
R
G
I
R
D
E
R
BR
I
D
G
I
N
G
T
O
J
O
I
S
T
BO
T
T
O
M
P
L
A
T
E
T
O
J
O
I
S
T
O
R
B
L
O
C
K
I
N
G
BO
T
T
O
M
P
L
A
T
E
T
O
J
O
I
S
T
O
R
B
L
O
C
K
I
N
G
AT
B
R
A
C
E
D
W
A
L
L
P
A
N
E
L
TO
P
P
L
A
T
E
T
O
S
T
U
D
ST
U
D
T
O
B
O
T
T
O
M
P
L
A
T
E
ST
U
D
T
O
B
O
T
T
O
M
P
L
A
T
E
(
O
P
T
I
O
N
A
L
)
DO
U
B
L
E
S
T
U
D
S
DO
U
B
L
E
T
O
P
P
L
A
T
E
S
DO
U
B
L
E
T
O
P
P
L
A
T
E
S
L
A
P
S
P
L
I
C
E
S
BL
O
C
K
I
N
G
B
E
T
W
E
E
N
J
O
I
S
T
S
O
R
R
A
F
T
E
R
S
TO
T
O
P
P
L
A
T
E
RI
M
J
O
I
S
T
T
O
T
O
P
P
L
A
T
E
TO
P
P
L
A
T
E
S
,
L
A
P
S
&
I
N
T
E
R
S
E
C
T
I
O
N
S
CO
N
T
I
N
U
O
U
S
H
E
A
D
E
R
,
T
W
O
P
I
E
C
E
S
CE
I
L
I
N
G
J
O
I
S
T
S
T
O
P
L
A
T
E
CO
N
T
I
N
U
O
U
S
H
E
A
D
E
R
T
O
S
T
U
D
CE
I
L
I
N
G
J
O
I
S
T
S
,
L
A
P
S
O
V
E
R
P
A
R
T
I
T
I
O
N
S
CE
I
L
I
N
G
J
O
I
S
T
S
T
O
P
A
R
A
L
L
E
L
R
A
F
T
E
R
S
RA
F
T
E
R
T
O
P
L
A
T
E
BU
I
L
T
-
U
P
C
O
R
N
E
R
S
T
U
D
S
BU
I
L
T
-
U
P
G
I
R
D
E
R
A
N
D
B
E
A
M
S
BU
I
L
T
-
U
P
G
I
R
D
E
R
A
N
D
B
E
A
M
S
(
O
P
T
I
O
N
A
L
)
CO
L
L
A
R
T
I
E
T
O
R
A
F
T
E
R
JA
C
K
R
A
F
T
E
R
T
O
H
I
P
JA
C
K
R
A
F
T
E
R
T
O
H
I
P
(
O
P
T
I
O
N
A
L
)
RO
O
F
R
A
F
T
E
R
T
O
2
x
R
I
D
G
E
B
E
A
M
JO
I
S
T
T
O
R
I
M
J
O
I
S
T
LE
D
G
E
R
S
T
R
I
P
1 2 3 4 5 6 6a 7 8 9 10 11 12 13 14 15 16 17 18 19 20
20
a
21 22
22
a
23 24 25
FA
S
T
E
N
I
N
G
NA
I
L
I
N
G
No
.
S
I
Z
E
S
P
A
C
I
N
G
ST
A
P
L
E
S
L
O
C
A
T
I
O
N
No
.
S
I
Z
E
S
P
A
C
I
N
G
3 2 --3 3 3 3 3 3 3 3 3 3222222------------4 48
8d 8d
16
d
8d 8d 8d 8d 8d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
16
d
10
d
10
d
20
d
20
d
----------------------------------------
16
"
O
.
C
.
16
"
O
.
C
.
16
"
O
.
C
.
24
"
O
.
C
.
32
"
O
.
C
.
3 2 --4 3 5 4 4 3 4 4 5 433333--------------1233
----
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
3"
-
1
4
G
A
.
16
"
O
.
C
.
16
"
O
.
C
.
------------------------------------------
12
"
O
.
C
.
8"
O
.
C
.
12
"
O
.
C
.
12
"
O
.
C
.
24
"
O
.
C
.
TO
E
N
A
I
L
TO
E
N
A
I
L
E
A
.
E
N
D
TY
P
.
F
A
C
E
N
A
I
L
BR
A
C
E
D
W
A
L
L
P
A
N
E
L
S
EN
D
N
A
I
L
FA
C
E
N
A
I
L
TY
P
.
F
A
C
E
N
A
I
L
AL
O
N
G
E
D
G
E
FA
C
E
N
A
I
L
@
T
O
P
&
B
O
T
T
O
M
ST
A
G
G
E
R
E
D
O
N
O
P
P
.
S
I
D
E
S
FA
C
E
N
A
I
L
A
T
E
N
D
S
A
N
D
AT
E
A
C
H
S
P
L
I
C
E
TO
E
N
A
I
L
O
R
F
A
C
E
N
A
I
L
TO
E
N
A
I
L
TO
E
N
A
I
L
TO
E
N
A
I
L
TO
E
N
A
I
L
TO
E
N
A
I
L
TO
E
N
A
I
L
TO
E
N
A
I
L
FA
C
E
N
A
I
L
FA
C
E
N
A
I
L
FA
C
E
N
A
I
L
FA
C
E
N
A
I
L
FA
C
E
N
A
I
L
FA
C
E
N
A
I
L
FA
C
E
N
A
I
L
EN
D
N
A
I
L
TY
P
.
F
A
C
E
N
A
I
L
FA
C
E
N
A
I
L
1/
2
"
3/
4
"
(
S
B
P
-
4
)
SC
-
1
'B
C
'
'E
D
'
'E
D
'
'C
O
'
'C
O
'
'
E
D
'
'
E
D
'
'E
D
'
'E
D
'
'
E
D
'
'
E
D
'
CO
M
M
E
N
T
S
ST
E
E
L
C
A
P
P
L
A
T
E
SIZ
E
ST
E
E
L
B
A
S
E
P
L
A
T
E
MA
R
K
CO
L
U
M
N
ST
E
E
L
C
O
L
U
M
N
B
A
S
E
P
L
A
T
E
T
Y
P
E
S
:
ST
E
E
L
C
O
L
U
M
N
S
C
H
E
D
U
L
E
'E
D
'
'C
O
'
'
E
D
'
'
E
D
'
'B
C
'
'W
'
'E
D
'
'C
O
'
CA
P
P
L
S
C
P
-2
'W
'
'
E
D
'
'
E
D
'
'C
O
'
CA
P
P
L
S
C
P
-1
'C
O
'
'E
D
'
'E
D
'
'B
C
'
BA
S
E
P
L
S
B
P
-2
BA
S
E
P
L
S
B
P
-1
ST
E
E
L
C
O
L
U
M
N
C
A
P
P
L
A
T
E
T
Y
P
E
S
:
AL
L
C
A
P
P
L
A
T
E
B
O
L
T
S
S
H
A
L
L
B
E
3
/
4
"
Ø
A
3
2
5
N
B
O
L
T
S
,
T
Y
P
I
C
A
L
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
3"
M
I
N
I
M
U
M
H
O
O
K
S
.
P
R
O
J
E
C
T
A
N
C
H
O
R
B
O
L
T
S
3
"
M
I
N
I
M
U
M
A
B
O
V
E
T
H
E
T
O
P
O
F
T
H
E
B
A
S
E
P
L
A
T
E
.
EM
B
E
D
M
E
N
T
S
H
A
L
L
B
E
9
"
M
I
N
I
M
U
M
.
A
L
L
B
O
L
T
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
W
I
T
H
H
A
R
D
E
N
E
D
W
A
S
H
E
R
S
B
E
N
E
A
T
H
TH
E
N
U
T
.
A
N
Y
B
O
L
T
H
O
L
E
S
L
A
R
G
E
R
T
H
A
N
T
H
E
B
O
L
T
D
I
A
M
E
T
E
R
P
L
U
S
5
/
1
6
"
S
H
A
L
L
H
A
V
E
5
/
1
6
"
P
L
A
T
E
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
,
A
L
L
C
O
L
U
M
N
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
W
I
T
H
(
4
)
3
/
4
"
Ø
A
N
C
H
O
R
B
O
L
T
S
W
I
T
H
W
H
I
C
H
E
V
E
R
I
S
G
R
E
A
T
E
R
C
O
L
U
M
N
W
I
D
T
H
+
1
"
B
E
A
M
O
R
G
I
R
D
E
R
+
1
"
'W
'
=
B
E
A
M
O
R
G
I
R
D
E
R
G
A
G
E
+
3
"
CA
P
P
L
L
E
G
E
N
D
:
'C
O
'
=
1
/
2
"
M
I
N
I
M
U
M
'E
D
'
=
1
1
/
2
"
M
I
N
I
M
U
M
'B
C
'
=
B
E
A
M
O
R
G
I
R
D
E
R
G
A
G
E
O
R
3
"
M
I
N
.
SE
E
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
F
O
R
A
L
L
O
T
H
E
R
R
E
Q
U
I
R
E
M
E
N
T
S
.
AN
C
H
O
R
B
O
L
T
S
S
H
A
L
L
N
O
T
B
E
W
E
L
D
E
D
(
I
N
C
L
U
D
I
N
G
T
A
C
K
W
E
L
D
S
)
.
WA
S
H
E
R
S
I
N
S
T
A
L
L
E
D
B
E
N
E
A
T
H
T
H
E
H
A
R
D
E
N
E
D
W
A
S
H
E
R
S
.
ST
E
E
L
C
O
L
U
M
N
N
O
T
E
S
:
1.3.2.4.
BA
S
E
P
L
L
E
G
E
N
D
:
'B
C
'
=
3
"
M
I
N
I
M
U
M
'E
D
'
=
1
1
/
2
"
M
I
N
I
M
U
M
'C
O
'
=
1
/
2
"
M
I
N
I
M
U
M
O
R
O
R
3/
1
6
TY
P
.
1/
4
TY
P
.
SE
E
N
O
T
E
S
B
E
L
O
W
F
O
R
A
N
C
H
O
R
B
O
L
T
S
W1
0
x
6
0
'C
O
'
'C
O
'
'
E
D
'
BA
S
E
P
L
S
B
P
-4
BA
S
E
P
L
S
B
P
-3
'B
C
'
'E
D
'
'E
D
'
'
C
O
'
'C
O
'
'
E
D
'
'
E
D
'
'
B
C
'
'B
C
'
'E
D
'
'E
D
'
'
C
O
'
'
E
D
'
'
E
D
'
'
B
C
'
'E
D
'
'E
D
'
'B
C
'
3/
4
"
(
S
B
P
-
1
)
SC
-
4
HS
S
4
x
4
x
1
/
4
1
/
4
"
TYP TYPTYPTYPTYPTYPTYPE "B"TYPE "A"TYPE "C".REINFORCINGCONCRETE PIER SCHEDULE PIER SIZE MARK VERTICAL TIESCOMMENTSTYPE .CONCRETE PIER NOTES:1.INSTALL (3) SETS OF TIES AT 3"oc AT TOP OF ALL PIERS (U.N.O.).CP -2 (8) #6 DCP-1 11"x20"(4) #5 #3 AT 8"oc D ALTERNATE POSITION OF HOOKS IN PLACING SUCCESSIVE SETS OF TIES.2.#3 AT 8"oc TYPE "D"24" x 24"CP -3 (8) #5 C -#3 AT 10"oc 20" x 20"RETROFIT SEE 3 1 _2 "MAX
3"
M
A
X
3 1 _2 "MAX
A -32
5
B
O
L
T
S
C
H
E
D
U
L
E
BE
A
M
T
O
W
I
D
E
F
L
A
N
G
E
C
O
L
U
M
N
W
E
B
P
L
A
T
E
C
O
N
N
E
C
T
I
O
N
BE
A
M
T
O
W
I
D
E
F
L
A
N
G
E
C
O
L
U
M
N
W
E
B
P
L
A
T
E
C
O
N
N
E
C
T
I
O
N
BEAM TO HSS COLUMN WEB PLATE CONNECTION
WE
B
P
L
WE
B
P
L
ST
I
F
F
P
L
STIFF PL WEB PL
WE
B
P
L
STL COL
ST
L
C
O
L
ST
L
B
M
ST
I
F
F
P
L
1
3 1 STL BM
1
3
1
3
TY
P
(
3
)
SI
D
E
S
2
5
TY
P
2
5
BO
L
T
S
P
A
C
I
N
G
A
N
D
ED
G
E
D
I
S
T
,
T
Y
P
4
BO
L
T
S
P
A
C
I
N
G
A
N
D
ED
G
E
D
I
S
T
,
T
Y
P
4
A-
3
2
5
N
BO
L
T
S
#
P
E
R
BE
A
M
SI
Z
E
W8
2
7/
8
"
Ø
W1
0
2
7/
8
"
Ø
W1
2
3
7/
8
"
Ø
W1
4
3
7/
8
"
Ø
W1
6
4
7/
8
"
Ø
W1
8
5
7/
8
"
Ø
W2
1
6
7/
8
"
Ø
W2
4
7
7/
8
"
Ø
W2
7
7
7/
8
"
Ø
W3
0
8
7/
8
"
Ø
W3
3
9
7/
8
"
Ø
W3
6
1
0
7/
8
"
Ø
W4
0
1
1
7/
8
"
Ø
W4
4
1
2
7/
8
"
Ø
WE
B
P
L
WEB PL STL COL
1
1 STL BM4
TY
P
2
BO
L
T
S
P
A
C
I
N
G
A
N
D
ED
G
E
D
I
S
T
,
T
Y
P
3
NO
T
E
S
:
1.
BE
A
M
W
E
B
C
O
N
N
E
C
T
I
O
N
P
L
A
T
E
S
.
T
H
I
C
K
N
E
S
S
EQ
U
A
L
S
T
H
E
B
E
A
M
W
E
B
T
H
I
C
K
N
E
S
S
P
L
U
S
1
/
8
"
(3
/
8
"
M
I
N
)
.
2.
FI
L
L
E
T
W
E
L
D
S
S
H
A
L
L
B
E
A
S
F
O
L
L
O
W
S
:
a.
ON
E
S
I
D
E
:
P
L
A
T
E
T
H
I
C
K
N
E
S
S
M
I
N
U
S
1
/
1
6
"
(1
/
4
"
M
I
N
I
M
U
M
)
b.
TW
O
S
I
D
E
S
:
1
/
2
P
L
A
T
E
T
H
I
C
K
N
E
S
S
P
L
U
S
1/
1
6
"
(
1
/
4
"
M
I
N
I
M
U
M
)
E
A
C
H
S
I
D
E
.
3.
TH
I
C
K
N
E
S
S
E
Q
U
A
L
S
B
E
A
M
F
L
A
N
G
E
TH
I
C
K
N
E
S
S
O
F
B
E
A
M
F
R
A
M
I
N
G
I
N
T
O
C
O
L
U
M
N
W
E
B
(
3
/
8
"
M
I
N
I
M
U
M
)
.
4.
BO
L
T
E
D
G
E
D
I
S
T
A
N
C
E
S
H
A
L
L
B
E
1
3
/
4
"
MI
N
I
M
U
M
A
T
A
L
L
E
D
G
E
S
,
B
O
L
T
S
P
A
C
I
N
G
SH
A
L
L
B
E
3
"
M
I
N
I
M
U
M
,
U
N
L
E
S
S
N
O
T
E
D
OT
H
E
R
W
I
S
E
.
5.
W
H
E
N
M
O
R
E
T
H
A
N
O
N
E
C
O
L
U
M
N
O
F
B
O
L
T
S
I
S
NE
E
D
E
D
,
T
H
E
F
I
R
S
T
C
O
L
U
M
N
S
H
A
L
L
B
E
CO
M
P
L
E
T
E
W
I
T
H
T
H
E
R
E
M
A
I
N
D
E
R
O
F
T
H
E
BO
L
T
S
P
L
A
C
E
D
I
N
T
H
E
S
E
C
O
N
D
C
O
L
U
M
N
.
6.
CL
I
P
A
N
G
L
E
S
:
L
5
x
3
1
/
2
.
T
H
I
C
K
N
E
S
S
S
H
A
L
L
B
E
EQ
U
A
L
T
O
O
N
E
H
A
L
F
T
H
E
B
E
A
M
W
E
B
TH
I
C
K
N
E
S
S
P
L
U
S
1
/
1
6
"
(
1
/
4
"
M
I
N
)
.
F
O
R
T
W
O
RO
W
S
O
F
B
O
L
T
S
O
R
S
K
E
W
E
D
C
O
N
N
E
C
T
I
O
N
S
,
US
E
B
E
N
T
P
L
A
T
E
S
.
W
H
E
R
E
C
O
L
U
M
N
W
I
D
T
H
I
S
SM
A
L
L
E
R
T
H
A
N
T
H
E
C
O
N
N
E
C
T
I
N
G
C
L
I
P
AN
G
L
E
S
,
A
N
G
L
E
L
E
G
S
M
A
Y
B
E
R
E
D
U
C
E
D
T
O
MA
T
C
H
W
I
D
T
H
O
F
C
O
L
U
M
N
.
MA
X
.
B
E
A
M
SI
Z
E
I
N
E
A
.
BE
A
M
DE
P
T
H
GR
O
U
P
FS
5
.
5
FS
6
.
0
FS
6
.
5
5'
-6"
6'
-0"
6'
-6"
6'
-6"
6'
-0"
5'
-6"
13
"
15
"
16
"
6 7 8
#5 #5 #5
5'
-0"
5'
-6"
6'
-0"
EQ
.
EQ
.
EQ
.
7 8
#5 #5
EQ
.
EQ
.
TY
P
I
C
A
L
F
O
O
T
I
N
G
S
E
C
T
I
O
N
FS
7
.
0
7'
-0"
7'
-0"
17
"
6
#6
6'
-6"
EQ
.
6
#6
EQ
.
CO
N
C
R
E
T
E
F
O
O
T
I
N
G
N
O
T
E
S
:
1.
PL
A
C
E
A
L
L
F
O
O
T
I
N
G
R
E
I
N
F
O
R
C
I
N
G
I
N
B
O
T
T
O
M
O
F
F
O
O
T
I
N
G
W
I
T
H
3
"
C
L
E
A
R
CO
N
C
R
E
T
E
C
O
V
E
R
,
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
2.
TO
P
R
E
I
N
F
O
R
C
I
N
G
,
W
H
E
R
E
S
P
E
C
I
F
I
E
D
,
S
H
A
L
L
B
E
P
L
A
C
E
D
I
N
T
H
E
T
O
P
OF
T
H
E
FO
O
T
I
N
G
W
I
T
H
2
"
M
I
N
I
M
U
M
C
O
N
C
R
E
T
E
C
O
V
E
R
.
3.
IF
F
O
O
T
I
N
G
S
A
R
E
E
A
R
T
H
F
O
R
M
E
D
,
F
O
O
T
I
N
G
W
I
D
T
H
A
N
D
L
E
N
G
T
H
S
H
A
L
L
B
E
6
"
W
I
D
E
R
AN
D
L
O
N
G
E
R
T
H
A
N
S
C
H
E
D
U
L
E
D
.
4.
SE
E
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
F
O
R
A
L
L
O
T
H
E
R
R
E
Q
U
I
R
E
M
E
N
T
S
.
5.
NO
T
A
L
L
F
O
O
T
I
N
G
S
A
R
E
U
S
E
D
,
S
E
E
F
O
U
N
D
A
T
I
O
N
P
L
A
N
F
O
R
F
O
O
T
I
N
G
MA
R
K
S
.
6.
RU
N
C
O
N
T
I
N
U
O
U
S
B
A
R
S
I
N
'
F
C
'
F
O
O
T
I
N
G
T
H
R
O
U
G
H
I
N
T
E
R
S
E
C
T
E
D
'F
S
'
F
O
O
T
I
N
G
S
.
7.
FO
O
T
I
N
G
S
M
A
R
K
E
D
"
F
T
S
"
A
R
E
T
H
I
C
K
E
N
E
D
S
L
A
B
F
O
O
T
I
N
G
S
A
N
D
A
R
E
T
O
B
E
RE
I
N
F
O
R
C
E
D
P
E
R
T
H
E
"
F
C
-X"
F
O
O
T
I
N
G
S
I
Z
E
W
H
E
R
E
"
X
"
I
N
D
I
C
A
T
E
S
T
H
E
W
I
D
T
H
A
T
TH
E
B
O
T
T
O
M
O
F
T
H
E
F
O
O
T
I
N
G
.
RE
I
N
F
O
R
C
I
N
G
C
R
O
S
S
W
I
S
E
RE
I
N
F
O
R
C
I
N
G
L
E
N
G
T
H
W
I
S
E
CO
M
M
E
N
T
S
SP
A
C
I
N
G
LE
N
G
T
H
SI
Z
E
NO
SP
A
C
I
N
G
LE
N
G
T
H
SI
Z
E
NO
DE
P
T
H
LE
N
G
T
H
WI
D
T
H
MA
R
K
FC
2
.
0
2'
-0"
CO
N
T
.
12
"
-
-
-
-
3
#4
CO
N
T
.
EQ
.
EQ
.
CO
N
T
.
#5
3
14
"
2'
-0"
#5
-
12
"
CO
N
T
.
2'
-6"
FC
2
.
5
FC
3
.
0
3'
-0"
CO
N
T
.
12
"
-
#5
2'
-6"
14
"
3
#5
CO
N
T
.
EQ
.
EQ
.
CO
N
T
.
#5
3
14
"
3'
-0"
'
#5
-
12
"
CO
N
T
.
3'
-6"
FC
3
.
5
FC
4
.
0
4'
-0"
CO
N
T
.
12
"
-
#5
3'
-6"
'
14
"
4
#5
CO
N
T
.
EQ
.
EQ
.
#5
4
EQ
.
3'
-6"
#5
4
12
"
4'
-0"
4'
-0"
FS
4
.
0
FS
5
.
0
5'
-0"
5'
-0"
12
"
5
#5
4'
-6"
EQ
.
5
#5
EQ
.
EQ
.
#5
6
EQ
.
2'
-6"
#5
3
EQ
.
2'
-6"
#5
3
12
"
3'
-0"
3'
-0"
FS
3
.
0
5'
-0"
5'
-6"
6'
-0"
6'
-6"
3'
-6"
4'
-6"
FS
7
.
5
7'
-6"
7'
-6"
18
"
7
#6
7'
-0"
EQ
.
7
#6
EQ
.
7'
-0"
CO
N
C
R
E
T
E
F
O
O
T
I
N
G
S
C
H
E
D
U
L
E
EQ
EQ
EQ
3"
C
L
E
A
R
3"
C
L
E
A
R
3
"
C
L
E
A
R
TY
P
I
C
A
L
F
O
O
T
I
N
G
RE
I
N
F
O
R
C
I
N
G
TY
P
I
C
A
L
F
O
O
T
I
N
G
RE
I
N
F
O
R
C
I
N
G
EQ
.
CO
N
T
.
#4
3
-
-
-
-
12
"
2'
-0"
2'
-0"
FT
2
.
0
#3
1
7
"
2
2
"
2
8
"
1
9
"
15
"
2
4
"
1
2
"
17"
13
"
2
2
"
1
6
"
2
0
"
18
0
°
H
O
O
K
45
°
B
E
N
D
D
OFFSET135°C HOOK
Dd
2 2 1/2"Ø122 1/2"Ø
4d
O
R
2
1
/
2
"
M
I
N
1
2
d
#8
7
2
"
55
"
#9
#1
0
#1
1
81
"
62
"
91
"
70
"
10
1
"
78
"
#4 #5 #6 #7
29
"
22
"
36
"
28
"
43
"
33
"
63
"
49
"
2
1
/
2
"
Ø
D
90
°
H
O
O
K
D =6d FOR #3 - #8 D =8d FOR #9 - #11 D =10d FOR #14 - #18 D
d
6d O R 4" MIN
93
"
4
7
"
6
2
"
10
5
"
11
8
"
13
1
"
53
"
6
9
"
60
"
7
8
"
67
"
8
7
"
38
"
47
"
56
"
81
"
19
"
2
5
"
24
"
3
1
"
29
"
3
7
"
42
"
5
4
"
80
"
4
2
"
5
5
"
90
"
10
1
"
11
2
"
48
"
6
2
"
54
"
7
0
"
60
"
7
7
"
33
"
41
"
49
"
70
"
17
"
2
2
"
22
"
2
8
"
26
"
3
4
"
37
"
4
8
"
66"75"84"93"27"33"40"58"71"
3
9
"
5
1
"
44"50"55"81"91"100"58"65"72"16"20"24"35"29"36"43"63"21"26"31"45"
f'
c
=
3
0
0
0
P
S
I
BA
R
SI
Z
E
RE
G
U
L
A
R
B
ACL
A
S
S
CLASS
f'
c
=
4
0
0
0
P
S
I
TO
P
CL
A
S
S
TO
P
B
ACL
A
S
S
RE
G
U
L
A
R
A
B
ACL
A
S
S
B
TOP
RE
G
U
L
A
R
f'c = 5000 PSI A B
ACLASS A BTOPREGULARf'c = 6000 PSI B ACLASS BCLASS
10
1
"
81
"
91
"
72
"
63
"
43
"
36
"
29
"
22
"
37
"
31
"
25
"
19
"
34"28"22"17"31"26"21"16"
87
"
69
"
78
"
62
"
54
"
77"62"70"55"48"72"58"65"51"45"
NO
T
E
S
:
1.
TH
E
S
E
N
O
T
E
S
S
H
A
L
L
B
E
US
E
D
F
O
R
A
L
L
S
P
L
I
C
E
S
,
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
2.
TO
P
B
A
R
S
A
R
E
C
L
A
S
S
I
F
I
E
D
AS
H
O
R
I
Z
O
N
T
A
L
B
A
R
S
WH
E
R
E
1
2
"
,
O
R
M
O
R
E
,
O
F
FR
E
S
H
C
O
N
C
R
E
T
E
I
S
C
A
S
T
BE
L
O
W
T
H
E
R
E
I
N
F
O
R
C
I
N
G
BA
R
.
3.
CL
A
S
S
'
B
'
S
P
L
I
C
E
S
S
H
A
L
L
B
E
US
E
D
F
O
R
A
L
L
S
P
L
I
C
E
S
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
4.
TI
E
S
A
N
D
S
T
I
R
R
U
P
S
S
H
A
L
L
NO
T
B
E
S
P
L
I
C
E
D
.
5.
FO
R
A
L
L
L
I
G
H
T
W
E
I
G
H
T
CO
N
C
R
E
T
E
,
L
A
P
L
E
N
G
T
H
S
SH
A
L
L
B
E
M
U
L
T
I
P
L
I
E
D
B
Y
1
.
3
.
6.
FO
R
A
L
L
E
P
O
X
Y
C
O
A
T
E
D
BA
R
S
,
L
A
P
L
E
N
G
T
H
S
S
H
A
L
L
BE
M
U
L
T
I
P
L
I
E
D
B
Y
1
.
3
F
O
R
TO
P
B
A
R
S
A
N
D
1
.
5
F
O
R
RE
G
U
L
A
R
B
A
R
S
.
CO
N
C
R
E
T
E
R
E
I
N
F
O
R
C
I
N
G
B
A
R
L
A
P
S
P
L
I
C
E
S
C
H
E
D
U
L
E
d
MA
R
K
MA
X
HE
I
G
H
T
WA
L
L
TH
I
C
K
N
E
S
S
VE
R
T
I
C
A
L
R
E
I
N
F
.
H
O
R
I
Z
R
E
I
N
F
.
SP
A
C
I
N
G
SI
Z
E
SP
A
C
I
N
G
SI
Z
E
CW
-
1
CW
-
2
CW
-
3
CW
-
4
1
2
'
-
0
"
10
'
-
0
"
9'
-
0
"
8'
-
0
"
8"
10
"
#5
12
"
O
.
C
.
18
"
O
.
C
.
15
"
O
.
C
.
12
"
O
.
C
.
#
4
1
2
"
O
.
C
.
8"
#
4
8"
#5
#4 #4 #4
1
5
"
O
.
C
.
FO
U
N
D
A
T
I
O
N
W
A
L
L
S
C
H
E
D
U
L
E
#4
12
"
O
.
C
.
12
"
O
.
C
.
Co
p
y
r
i
g
h
t
2
0
1
8
J
Z
W
A
r
c
h
i
t
e
c
t
s
-
T
h
e
P
u
r
c
h
a
s
e
r
i
s
g
r
a
n
t
e
d
a
s
i
n
g
l
e
u
s
e
l
i
c
e
n
s
e
f
o
r
c
o
n
s
t
r
u
c
t
i
o
n
o
n
l
y
.
T
h
e
s
e
p
l
a
n
s
a
r
e
c
o
p
yr
i
g
h
t
e
d
a
n
d
a
r
e
s
u
b
j
e
c
t
t
o
c
o
p
y
r
i
g
h
t
p
r
o
t
e
c
t
i
o
n
a
s
a
n
"
a
r
c
h
i
t
e
c
t
u
r
a
l
w
o
r
k
"
u
n
d
e
r
t
h
e
c
o
p
y
r
i
g
h
t
a
c
t
.
T
h
e
p
r
o
t
e
c
t
i
o
n
i
n
c
l
u
d
e
s
bu
t
i
s
n
o
t
l
i
m
i
t
e
d
t
o
t
h
e
o
v
e
r
a
l
l
f
o
r
m
a
s
w
e
l
l
a
s
t
h
e
a
r
r
a
n
g
e
m
e
n
t
a
n
d
c
o
m
p
o
s
i
t
i
o
n
o
f
s
p
a
c
e
s
.
U
n
d
e
r
s
u
c
h
p
r
o
t
e
c
t
i
o
n
,
u
n
a
u
t
h
o
r
i
ze
d
u
s
e
o
f
t
h
e
s
e
p
l
a
n
s
,
w
o
r
k
,
o
r
s
t
r
u
c
t
u
r
e
r
e
p
r
e
s
e
n
t
e
d
w
i
l
l
r
e
s
u
l
t
i
n
t
h
e
c
e
s
s
a
t
i
o
n
o
f
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
/
o
r
m
o
n
e
t
a
r
y
c
o
m
p
e
n
s
ation to JZW Architects.
C
NO
R
T
H
S
A
L
T
L
A
K
E
,
U
T
A
H
:
H
E
B
E
R
,
U
T
A
H
:
L
A
Y
T
O
N
,
UT
A
H
PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
WW
W
.
J
Z
W
-
A.
C
O
M
NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S601SCHEDULES75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018
NO
T
T
O
S
C
A
L
E
1
MI
N
I
M
U
M
N
A
I
L
I
N
G
S
C
H
E
D
U
L
E
NO
T
T
O
S
C
A
L
E
6
ST
E
E
L
C
O
L
U
M
N
S
C
H
E
D
U
L
E
NOT TO SCALE 4 CONCRETE PIER SCHEDULE DRAWN BY:ENGINEER:Reeve & Associates, Inc.PROJECT NUMBER:5799 -1935160 SOUTH 1500 WEST RIVERDALE, UTAH 84405 TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com LAND PLANNERS * CIVIL ENGINEERS LAND SURVEYORS *TRAFFIC ENGINEERS STRUCTURAL ENGINEERS LANDSCAPE ARCHITECTS A.W.B.J.D.L.L A A TTONSGISIDENTAERUGISFINDIINIKDERSNVTONISPM14386STATEOIDAHOPROFESSIONALENGINEERFJOHN N A T H A N R E E V ELICENSED
NO
T
T
O
S
C
A
L
E
7
ST
E
E
L
C
O
N
N
E
C
T
I
O
N
D
E
T
A
I
L
D
E
T
A
I
L
No.
D
a
t
e
D
e
s
c
r
i
p
t
i
o
n
NO
T
T
O
S
C
A
L
E
2
CO
N
C
R
E
T
E
F
O
O
T
I
N
G
S
C
H
E
D
U
L
E
NO
T
T
O
S
C
A
L
E
3
CO
N
C
R
E
T
E
R
E
I
N
F
O
R
C
I
N
G
B
A
R
L
A
P
S
P
L
I
C
E
S
C
H
E
D
U
L
E
NO
T
T
O
S
C
A
L
E
5
FO
U
N
D
A
T
I
O
N
W
A
L
L
S
C
H
E
D
U
L
E
06/26/2018 02/14/2019