HomeMy WebLinkAboutBUILDING PLANS - 21-00725 - Iron Horse RV - Interior Finish4
"
5
"
6
"
7
"
4
"
5
"
6
"
7
"
1
2
"
5
"
6
"
8
"
1
0
"
3
/
8
"
1
/
2
"
5
/
8
"
3
/
4
"
3
/
8
"
1
/
2
"
5
/
8
"
3
/
4
"
3
/
8
"
1
/
2
"
5
/
8
"
3
/
4
"
7
/
8
"
#
3
#
4
#
5
#
6
#
6
#
5
#
4
#
3
#
7
#
6
#
5
#
4
#
3
C
M
U
(
H
O
L
L
O
W
)
C
M
U
(
G
R
O
U
T
E
D
)
C
O
N
C
R
E
T
E
S
C
R
E
E
N
L
E
N
G
T
H
E
M
B
E
D
M
E
N
T
L
E
N
G
T
H
T
H
R
E
A
D
E
D
R
O
D
Ø
R
E
B
A
R
D
O
W
E
L
S
E
M
B
E
D
M
E
N
T
O
F
A
D
H
E
S
I
V
E
A
N
C
H
O
R
S
B
A
S
E
M
A
T
E
R
I
A
L
N
O
T
E
S
:
1
.
I
N
S
T
A
L
L
A
T
I
O
N
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
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
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
2
.
E
M
B
E
D
M
E
N
T
L
E
N
G
T
H
I
S
I
N
T
O
S
T
R
U
C
T
U
R
E
A
N
D
N
O
T
V
E
N
E
E
R
,
U
N
O
.
3
.
R
E
B
A
R
S
H
A
L
L
B
E
D
E
F
O
R
M
E
D
.
BASIS OF DESIGN1.BUILDING CODE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2018 IBC2.RISK CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II3.GRAVITY DESIGN:DEAD LOADS:Roofs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 psfFloors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 psfLIVE LOADS:Roofs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 psfFloors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 psfPartitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 psfStairways . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 psfRAIN LOADS:Rain Intensity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i = 1.5 in/hrSNOW LOADS:Snow load on ground, Pg . . . . . . . . . . . . . . . 50 psfSnow load on flat roof, Pf . . . . . . . . . . . . . . . .35 psfExposure factor, Ce . . . . . . . . . . . . . . .1.0Importance factor, Is . . . . . . . . . . . . . . . .1.0Thermal factor, Ct . . . . . . . . . . . . . . . . 1.04.WIND DESIGNBasic wind speed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .105 mph (3s gust, Ultimate)81 mph (3s gust, Nominal)Exposure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CInternal pressure coefficient, GCpi . . . . . . . . . . . . . ±0.18Components and cladding (C&C) wind pressures . . . . . . . . . . . . . . . . . . . . . . . . . . Varies5.SEISMIC DESIGN:Importance factor, Ie . . . . . . . . . . . . . . . .1.0Mapped Spectral response accelerations:Ss & S1 . . . . . . . . . . .0.363 & 0.218Site class . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .DSpectral response coefficients:SDs & SD1 . . . . . . . .0.365 & 0.315Seismic Design Category . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DBasic Seismic-Force-Resisting System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mezzanine . . . . . . . . .Bearing wall systems Light framed cold-formed steel walls with wood shear panels Entry canopy . . . . . . .Cantilevered columns systemsDesign Base Shear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Cs*W kipsSeismic response coefficient, Cs . . . . . . . . . . . . . . . 0.056 (mezz), 0.292 (entry)Response modification factor, R . . . . . . . . . . . . . . . .6.5 (mezz), 1.25 (entry)Analysis procedure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Equivalent Lateral Force6.SOILS:Soil bearing pressure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1500 psfMinimum frost cover . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .36 inches7.ABBREVIATIONS:EOR = Engineer of record. See professional stamp this page.UNO = Unless noted otherwise GENERAL1.THE GENERAL CONTRACTOR SHALL:A.Be familiar with the contract documents and insure that subcontractors are fam
i
l
i
a
r
w
i
t
h
t
h
e
i
r
p
o
r
t
i
o
n
o
f
t
h
e
w
o
r
k
.
S
u
b
m
i
t
a written request to the Arch/EOR for approval before proceeding with any cha
n
g
e
s
.
B.Verifies site conditions and dimensions at the site. If they differ from the contra
c
t
d
o
c
u
m
e
n
t
s
,
n
o
t
i
f
y
t
h
e
A
r
c
h
/
E
O
R
p
r
i
o
r
to fabrication/construction of affected elements. Existing condition information
o
n
t
h
e
d
r
a
w
i
n
g
s
i
s
b
a
s
e
d
o
n
b
e
s
t
knowledge acquired during the design phase and may differ from actual conditi
o
n
s
.
A
f
f
e
c
t
e
d
d
e
t
a
i
l
s
m
a
y
r
e
q
u
i
r
e
redesign.C.Report to the Arch/EOR modifications made to the structure.D.Be responsible for safety and protection on and around the job site and adjace
n
t
p
r
o
p
e
r
t
i
e
s
.
2.THE GENERAL CONTRACTOR SHALL COORDINATE:A.And verify locations, weights and sizes of mechanical units, equipment, etc. pri
o
r
t
o
t
h
e
f
a
b
r
i
c
a
t
i
o
n
a
n
d
e
r
e
c
t
i
n
g
o
f
structural supporting elements. Report sizes and locations that differ from thos
e
s
h
o
w
n
o
n
t
h
e
d
r
a
w
i
n
g
s
t
o
t
h
e
A
r
c
h
/
E
O
R
for review. Additional framing maybe required.B.Roof, floor, and wall openings required for mechanical, etc. which are not show
n
o
n
t
h
e
s
t
r
u
c
t
u
r
a
l
d
r
a
w
i
n
g
s
w
i
t
h
t
h
e
Arch/EOR.C.Any structural situation not covered by the drawings with the Arch/EOR.D.Doors, windows, walls, elevations, slopes, stairs, curbs, drains, recesses, depr
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
,
chamfers, kerfs, pads, landscape walls, trenches in slabs, etc. with the structur
a
l
w
o
r
k
.
E.Inspections, testing, and structural observations as work proceeds. Notify the
E
O
R
4
8
h
o
u
r
s
p
r
i
o
r
t
o
a
n
y
r
e
q
u
i
r
e
d
structural observations.3.CONTRACT DOCUMENTS & DRAWINGS:A.These structural notes complement the specifications and the drawings.B.Specific details, sections and notes shown on the drawings govern over these
g
e
n
e
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
.
C.Contract documents take precedence over shop drawings, UNO.D.Apply typical or similar details, sections and notes to similar situations on the d
r
a
w
i
n
g
s
w
h
e
r
e
s
p
e
c
i
f
i
c
d
e
t
a
i
l
s
a
r
e
n
o
t
referenced.E.Drawings and details have been prepared to visually represent information pro
v
i
d
e
d
i
n
s
c
a
l
e
d
f
o
r
m
.
H
o
w
e
v
e
r
,
D
O
N
O
T
scale plans or details for dimensional information.F.Refer to architectural drawings for dimensions.4.BUILDING CODE COMPLIANCE: Construction, inspection, materials, testing, and
w
o
r
k
m
a
n
s
h
i
p
s
h
a
l
l
c
o
n
f
o
r
m
t
o
t
h
e
requirements of the governing building code.5.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS: T
h
e
g
e
n
e
r
a
l
c
o
n
t
r
a
c
t
o
r
i
s
r
e
s
p
o
n
s
i
b
l
e
f
o
r
the method, means, and sequence of structural erection, UNO. He shall provide
a
d
e
q
u
a
t
e
t
e
m
p
o
r
a
r
y
s
h
o
r
i
n
g
o
r
b
r
a
c
i
n
g
f
o
r
all structural elements until the entire structural system is completed. Design of s
h
o
r
i
n
g
a
n
d
b
r
a
c
i
n
g
i
s
b
y
o
t
h
e
r
s
a
t
n
o
additional cost to the owner.6.OMISSIONS, CONFLICTS & DISCREPANCIES:A.Bring omissions, conflicts or discrepancies between the elements of the contra
c
t
d
o
c
u
m
e
n
t
s
t
o
t
h
e
a
t
t
e
n
t
i
o
n
o
f
t
h
e
Arch/EOR before proceeding with work involved.B.In case of conflicts or discrepancies, follow the most stringent requirements as
d
i
r
e
c
t
e
d
b
y
t
h
e
A
r
c
h
/
E
O
R
.
7.MISCELLANEOUS:A.During and after construction, builder and/owner shall keep loads on the struct
u
r
e
w
i
t
h
i
n
t
h
e
l
i
m
i
t
s
o
f
t
h
i
s
d
e
s
i
g
n
.
S
e
e
Basis of Design.B.Site observations by WCA's field representative shall neither be construed as i
n
s
p
e
c
t
i
o
n
n
o
r
a
p
p
r
o
v
a
l
o
f
c
o
n
s
t
r
u
c
t
i
o
n
.
C.Stairs shall be per the architectural drawings. Steel fabricator shall submit stair
s
h
o
p
d
r
a
w
i
n
g
s
f
o
r
t
h
e
A
r
c
h
/
E
O
R
t
o
review.8.SUBMITTALS:A.Make submittals in a timely manner. WCA's review is for general compliance o
n
l
y
a
n
d
i
s
n
o
t
i
n
t
e
n
d
e
d
a
s
a
p
p
r
o
v
a
l
.
Contractor is responsible for verifying sizes, dimensions and elevations on sub
m
i
t
t
a
l
s
a
s
r
e
l
a
t
e
d
t
o
t
h
e
c
o
n
t
r
a
c
t
documents.B.Submit the following items for review prior to proceeding with the work:Concrete material Certifications & mix designs.Masonry material Certifications, grout & mortar designs.Shop Drawings:Reinforcing steelStructural steelWood joist and beams (Manufactured)Special loads on the structure.Welding procedures and certifications.C.Allow two weeks for the review of submittals by the EOR.D.Have EOR approved shop drawings & materials on site before construction of t
h
o
s
e
c
o
m
p
o
n
e
n
t
s
b
e
g
i
n
s
.
E.Substitutions are not allowed unless approved by the EOR. Submit requests fo
r
s
t
r
u
c
t
u
r
a
l
s
u
b
s
t
i
t
u
t
i
o
n
s
t
o
t
h
e
A
r
c
h
/
E
O
R
.
C
O
N
C
R
E
T
E
1
.
C
O
D
E
S
A
N
D
S
T
A
N
D
A
R
D
S
.
C
o
m
p
l
y
w
i
t
h
t
h
e
f
o
l
l
o
w
i
n
g
C
o
d
e
s
:
A
.
A
C
I
3
0
1
,
"
S
p
e
c
i
f
i
c
a
t
i
o
n
s
f
o
r
S
t
r
u
c
t
u
r
a
l
C
o
n
c
r
e
t
e
f
o
r
B
u
i
l
d
i
n
g
s
"
.
B
.
A
C
I
3
1
8
,
"
B
u
i
l
d
i
n
g
C
o
d
e
R
e
q
u
i
r
e
m
e
n
t
s
f
o
r
R
e
i
n
f
o
r
c
e
d
C
o
n
c
r
e
t
e
"
.
C
.
A
C
I
3
4
7
,
"
R
e
c
o
m
m
e
n
d
e
d
P
r
a
c
t
i
c
e
f
o
r
C
o
n
c
r
e
t
e
F
o
r
m
W
o
r
k
"
.
2
.
M
A
T
E
R
I
A
L
S
s
h
a
l
l
c
o
n
f
o
r
m
t
o
t
h
e
f
o
l
l
o
w
i
n
g
:
A
.
C
e
m
e
n
t
:
A
S
T
M
C
1
5
0
,
P
o
r
t
l
a
n
d
C
e
m
e
n
t
.
B
.
H
a
r
d
r
o
c
k
a
g
g
r
e
g
a
t
e
s
:
A
S
T
M
C
3
3
L
i
g
h
t
w
e
i
g
h
t
a
g
g
r
e
g
a
t
e
s
:
A
S
T
M
C
3
3
0
C
.
W
a
t
e
r
s
h
a
l
l
b
e
p
o
t
a
b
l
e
.
D
.
A
i
r
e
n
t
r
a
i
n
m
e
n
t
:
A
S
T
M
C
2
6
0
E
.
F
l
y
a
s
h
:
A
S
T
M
C
6
1
8
F
.
C
a
l
c
i
u
m
c
h
l
o
r
i
d
e
S
H
A
L
L
N
O
T
b
e
u
s
e
d
.
3
.
M
I
X
D
E
S
I
G
N
S
:
A
.
P
l
a
c
e
o
n
l
y
o
n
e
t
y
p
e
o
f
c
o
n
c
r
e
t
e
a
t
a
n
y
g
i
v
e
n
t
i
m
e
.
B
.
T
h
e
m
a
x
i
m
u
m
s
l
u
m
p
s
h
a
l
l
b
e
4
"
w
/
o
p
l
a
s
t
i
c
i
z
e
r
a
d
d
e
d
.
C
.
U
s
e
p
e
a
g
r
a
v
e
l
a
n
d
/
o
r
p
l
a
s
t
i
c
i
z
e
r
i
n
c
o
n
g
e
s
t
e
d
a
r
e
a
s
.
D
.
L
i
m
i
t
f
l
y
a
s
h
t
o
2
0
%
o
f
t
h
e
t
o
t
a
l
c
e
m
e
n
t
.
E
.
C
o
n
c
r
e
t
e
m
i
x
e
s
s
h
a
l
l
c
o
n
f
o
r
m
t
o
t
h
e
f
o
l
l
o
w
i
n
g
:
4
.
C
O
N
S
T
R
U
C
T
I
O
N
:
A
.
M
e
c
h
a
n
i
c
a
l
l
y
v
i
b
r
a
t
e
c
o
n
c
r
e
t
e
d
u
r
i
n
g
p
l
a
c
e
m
e
n
t
.
B
.
P
r
i
o
r
t
o
p
l
a
c
i
n
g
c
o
n
c
r
e
t
e
,
c
h
e
c
k
w
i
t
h
t
r
a
d
e
s
t
o
i
n
s
u
r
e
p
r
o
p
e
r
p
l
a
c
e
m
e
n
t
o
f
o
p
e
n
i
n
g
s
,
b
l
o
c
k
o
u
t
s
,
s
l
e
e
v
e
s
,
c
u
r
b
s
,
c
o
n
d
u
i
t
s
,
b
o
l
t
s
,
i
n
s
e
r
t
s
,
e
m
b
e
d
s
,
d
o
w
e
l
s
,
e
t
c
.
P
l
a
c
e
a
n
c
h
o
r
b
o
l
t
s
a
n
d
d
o
w
e
l
s
p
r
i
o
r
t
o
c
a
s
t
i
n
g
c
o
n
c
r
e
t
e
,
U
N
O
.
C
.
F
o
r
m
c
o
n
s
t
r
u
c
t
i
o
n
j
o
i
n
t
s
a
n
d
b
u
l
k
h
e
a
d
s
w
i
t
h
a
k
e
y
w
a
y
.
I
n
t
e
n
t
i
o
n
a
l
l
y
r
o
u
g
h
e
n
c
o
n
t
a
c
t
s
u
r
f
a
c
e
s
(
n
e
w
o
r
e
x
i
s
t
i
n
g
)
a
t
c
o
n
s
t
r
u
c
t
i
o
n
j
o
i
n
t
s
p
r
i
o
r
t
o
c
a
s
t
i
n
g
a
d
j
a
c
e
n
t
p
o
u
r
s
,
U
N
O
.
D
.
A
d
d
a
d
d
i
t
i
o
n
a
l
r
e
i
n
f
o
r
c
i
n
g
t
o
o
s
i
d
e
s
o
f
f
l
o
o
r
a
n
d
w
a
l
l
o
p
e
n
i
n
g
,
e
q
u
i
v
a
l
e
n
t
t
o
t
h
e
b
a
r
s
c
u
t
b
y
t
h
e
o
p
e
n
i
n
g
w
i
t
h
h
a
l
f
t
o
e
a
c
h
s
i
d
e
o
f
t
h
e
o
p
e
n
i
n
g
o
r
(
2
)
#
5
b
a
r
s
,
w
h
i
c
h
e
v
e
r
i
s
g
r
e
a
t
e
r
,
U
N
0
.
B
a
r
s
p
a
r
a
l
l
e
l
t
o
t
h
e
p
r
i
n
c
i
p
a
l
r
e
i
n
f
o
r
c
i
n
g
s
h
a
l
l
r
u
n
f
u
l
l
l
e
n
g
t
h
o
f
t
h
e
s
p
a
n
.
E
n
d
b
a
r
s
i
n
t
h
e
o
t
h
e
r
d
i
r
e
c
t
i
o
n
w
i
t
h
a
s
t
a
n
d
a
r
d
h
o
o
k
.
A
d
d
(
2
)
#
5
x
5
'
-
0
"
d
i
a
g
o
n
a
l
b
a
r
s
a
t
e
v
e
r
y
c
o
r
n
e
r
.
E
.
D
O
N
O
T
a
l
l
o
w
p
e
n
e
t
r
a
t
i
o
n
s
t
h
r
o
u
g
h
a
n
y
b
e
a
m
,
j
o
i
s
t
,
c
o
l
u
m
n
,
p
i
e
r
,
f
o
o
t
i
n
g
,
o
r
j
a
m
b
w
i
t
h
o
u
t
t
h
e
E
O
R
'
s
a
p
p
r
o
v
a
l
.
O
t
h
e
r
w
i
s
e
,
r
e
-
r
o
u
t
t
h
e
p
e
n
e
t
r
a
t
i
o
n
.
5
.
F
O
O
T
I
N
G
S
:
A
.
B
e
a
r
f
o
o
t
i
n
g
s
o
n
p
r
o
p
e
r
l
y
p
r
e
p
a
r
e
d
m
a
t
e
r
i
a
l
s
.
B
.
C
e
n
t
e
r
f
o
o
t
i
n
g
s
o
n
t
h
e
w
a
l
l
o
r
c
o
l
u
m
n
a
b
o
v
e
,
U
N
O
.
C
.
B
e
a
r
e
x
t
e
r
i
o
r
f
o
o
t
i
n
g
s
b
e
l
o
w
t
h
e
e
f
f
e
c
t
s
o
f
f
r
o
s
t
.
S
e
e
B
a
s
i
s
o
f
D
e
s
i
g
n
.
D
.
P
r
o
v
i
d
e
2
x
4
b
e
v
e
l
e
d
k
e
y
i
n
c
o
n
t
i
n
u
o
u
s
w
a
l
l
f
o
o
t
i
n
g
s
.
E
.
S
t
a
g
g
e
r
f
o
o
t
i
n
g
c
o
n
s
t
r
u
c
t
i
o
n
j
o
i
n
t
s
f
r
o
m
w
a
l
l
c
o
n
s
t
r
u
c
t
i
o
n
j
o
i
n
t
s
a
b
o
v
e
b
y
a
t
l
e
a
s
t
6
f
e
e
t
.
F
.
P
r
o
v
i
d
e
c
o
r
n
e
r
b
a
r
s
i
n
c
o
n
t
i
n
u
o
u
s
f
o
o
t
i
n
g
s
a
t
c
o
r
n
e
r
s
a
n
d
i
n
t
e
r
s
e
c
t
i
o
n
s
.
G
.
A
d
d
(
2
)
#
6
o
r
(
3
)
#
5
l
e
n
g
t
h
w
i
s
e
t
o
p
b
a
r
s
i
n
a
d
d
i
t
i
o
n
t
o
f
o
o
t
i
n
g
s
c
h
e
d
u
l
e
r
e
i
n
f
o
r
c
e
m
e
n
t
a
t
c
o
n
t
i
n
u
o
u
s
f
o
o
t
i
n
g
s
w
i
t
h
o
u
t
c
o
n
c
r
e
t
e
f
o
u
n
d
a
t
i
o
n
w
a
l
l
s
d
i
r
e
c
t
l
y
a
b
o
v
e
(
d
o
o
r
o
p
e
n
i
n
g
s
,
e
t
c
.
)
.
H
.
D
O
N
O
T
a
l
l
o
w
p
e
n
e
t
r
a
t
i
o
n
s
t
h
r
o
u
g
h
a
n
y
c
o
n
c
r
e
t
e
f
o
o
t
i
n
g
.
A
t
u
t
i
l
i
t
i
e
s
,
s
t
e
p
t
h
e
f
o
o
t
i
n
g
d
o
w
n
b
e
l
o
w
t
h
e
c
o
n
f
l
i
c
t
a
n
d
a
d
d
a
c
o
n
c
r
e
t
e
w
a
l
l
,
p
i
e
r
o
r
c
o
l
u
m
n
t
h
a
t
e
x
t
e
n
d
s
t
o
t
h
e
f
o
o
t
i
n
g
.
C
o
n
s
u
l
t
w
i
t
h
t
h
e
E
O
R
.
I
.
B
a
c
k
f
i
l
l
b
e
a
r
i
n
g
s
u
r
f
a
c
e
s
t
h
a
t
a
r
e
u
n
d
e
r
m
i
n
e
d
d
u
r
i
n
g
c
o
n
s
t
r
u
c
t
i
o
n
w
i
t
h
a
l
e
a
n
c
o
n
c
r
e
t
e
m
i
x
(
1
0
0
0
p
s
i
m
i
n
.
)
.
6
.
S
L
A
B
S
O
N
G
R
A
D
E
(
S
O
G
)
:
A
.
M
i
n
i
m
u
m
I
n
t
e
r
i
o
r
s
l
a
b
s
o
n
g
r
a
d
e
r
e
q
u
i
r
e
m
e
n
t
s
:
4
i
n
c
h
e
s
t
h
i
c
k
n
e
s
s
.
4
i
n
c
h
l
a
y
e
r
o
f
f
r
e
e
-
d
r
a
i
n
i
n
g
g
r
a
v
e
l
b
a
s
e
.
#
4
b
a
r
s
a
t
2
4
"
o
.
c
.
b
o
t
h
w
a
y
s
,
U
N
O
.
C
h
a
i
r
r
e
b
a
r
f
o
r
p
r
o
p
e
r
p
l
a
c
e
m
e
n
t
.
B
.
P
l
a
c
e
l
a
r
g
e
a
r
e
a
s
o
f
i
n
t
e
r
i
o
r
s
l
a
b
s
-
o
n
-
g
r
a
d
e
i
n
s
t
r
i
p
s
n
o
t
t
o
e
x
c
e
e
d
1
2
0
f
e
e
t
i
n
l
e
n
g
t
h
n
o
r
2
0
f
e
e
t
i
n
w
i
d
t
h
.
S
u
b
d
i
v
i
d
e
b
y
c
o
n
s
t
r
u
c
t
i
o
n
o
r
c
o
n
t
r
a
c
t
i
o
n
(
c
o
n
t
r
o
l
)
j
o
i
n
t
s
i
n
t
o
r
o
u
g
h
l
y
s
q
u
a
r
e
s
w
h
o
s
e
s
i
d
e
s
D
O
N
O
T
e
x
c
e
e
d
1
0
f
e
e
t
i
n
e
i
t
h
e
r
d
i
r
e
c
t
i
o
n
.
C
.
S
e
e
A
r
c
h
i
t
e
c
t
u
r
a
l
f
o
r
e
x
t
e
r
i
o
r
s
l
a
b
s
o
n
g
r
a
d
e
,
U
N
0
.
7
.
W
A
L
L
S
:
A
.
P
l
a
c
e
v
e
r
t
i
c
a
l
r
e
i
n
f
o
r
c
i
n
g
i
n
t
h
e
c
e
n
t
e
r
o
f
w
a
l
l
s
(
U
N
O
)
u
n
l
e
s
s
e
a
c
h
f
a
c
e
(
E
.
F
.
)
i
s
s
p
e
c
i
f
i
e
d
.
W
h
e
n
e
a
c
h
f
a
c
e
i
s
s
p
e
c
i
f
i
e
d
,
s
p
l
i
c
e
t
h
e
h
o
r
i
z
o
n
t
a
l
r
e
i
n
f
o
r
c
i
n
g
o
f
e
a
c
h
c
u
r
t
a
i
n
a
t
d
i
f
f
e
r
e
n
t
l
o
c
a
t
i
o
n
s
.
B
.
D
o
w
e
l
v
e
r
t
i
c
a
l
r
e
i
n
f
o
r
c
i
n
g
t
o
t
h
e
s
t
r
u
c
t
u
r
e
b
e
l
o
w
a
n
d
a
b
o
v
e
w
i
t
h
t
h
e
s
a
m
e
b
a
r
s
i
z
e
a
n
d
s
p
a
c
i
n
g
,
U
N
O
.
C
.
T
e
r
m
i
n
a
t
e
h
o
r
i
z
o
n
t
a
l
r
e
i
n
f
o
r
c
i
n
g
a
t
t
h
e
e
n
d
s
o
f
w
a
l
l
s
o
r
o
p
e
n
i
n
g
s
w
i
t
h
a
s
t
a
n
d
a
r
d
h
o
o
k
o
r
c
o
r
n
e
r
t
y
p
e
b
a
r
s
.
P
r
o
v
i
d
e
c
o
r
n
e
r
b
a
r
s
o
f
t
h
e
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
r
e
i
n
f
o
r
c
i
n
g
a
t
i
n
t
e
r
s
e
c
t
i
o
n
s
a
n
d
c
o
r
n
e
r
s
.
D
.
B
u
i
l
d
p
e
n
e
t
r
a
t
i
o
n
s
i
n
t
o
t
h
e
w
a
l
l
b
e
f
o
r
e
p
o
u
r
i
n
g
c
o
n
c
r
e
t
e
.
H
a
v
e
t
h
e
p
e
n
e
t
r
a
t
i
o
n
s
r
e
v
i
e
w
e
d
b
y
t
h
e
E
O
R
p
r
i
o
r
t
o
i
n
s
t
a
l
l
a
t
i
o
n
u
n
l
e
s
s
d
e
t
a
i
l
e
d
o
n
t
h
e
p
l
a
n
s
.
E
.
P
r
o
v
i
d
e
d
r
a
i
n
s
a
t
t
h
e
b
a
s
e
o
f
r
e
t
a
i
n
i
n
g
a
n
d
b
a
s
e
m
e
n
t
w
a
l
l
s
.
L
o
c
a
t
i
o
n
f
'
c
a
t
2
8
d
a
y
s
(
p
s
i
)
M
a
x
W
/
C
R
a
t
i
o
M
a
x
A
g
g
r
e
g
a
t
e
S
i
z
e
A
i
r
C
o
n
t
e
n
t
(
%
)
E
x
p
o
s
u
r
e
C
l
a
s
s
e
s
S
p
e
c
i
a
l
I
n
s
p
e
c
t
i
o
n
&
T
e
s
t
i
n
g
F
S
C
F
o
o
t
i
n
g
s
3
5
0
0
0
.
5
0
3
/
4
3
+
/
-
1
F
1
S
0
C
0
Y
e
s
F
o
u
n
d
a
t
i
o
n
w
a
l
l
s
&
g
r
a
d
e
b
e
a
m
s
3
5
0
0
0
.
5
0
3
/
4
3
+
/
-
1
F
1
S
0
C
1
Y
e
s
S
l
a
b
s
o
n
G
r
a
d
e
I
n
t
e
r
i
o
r
3
0
0
0
0
.
5
0
1
.
5
*
0
t
o
2
F
0
S
0
C
0
N
o
E
x
t
e
r
i
o
r
4
0
0
0
0
.
4
5
1
.
5
*
6
+
/
-
1
F
1
S
0
C
1
N
o
*
W
e
l
l
-
g
r
a
d
e
d
A
g
g
r
e
g
a
t
e
s
r
e
q
u
i
r
e
d
,
f
o
l
l
o
w
A
C
I
3
0
2
f
o
r
s
a
n
d
g
r
a
d
a
t
i
o
n
.
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
1
.
I
N
S
P
E
C
T
I
O
N
S
:
P
r
o
v
i
d
e
s
p
e
c
i
a
l
i
n
s
p
e
c
t
i
o
n
b
y
a
n
i
n
d
e
p
e
n
d
e
n
t
a
g
e
n
c
y
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
I
B
C
C
h
a
p
t
e
r
1
7
a
n
d
a
s
o
u
t
l
i
n
e
d
b
e
l
o
w
:
A
n
c
h
o
r
b
o
l
t
s
a
n
d
c
o
n
c
r
e
t
e
&
m
a
s
o
n
r
y
e
m
b
e
d
m
e
n
t
s
.
C
o
n
c
r
e
t
e
:
d
u
r
i
n
g
p
o
u
r
s
,
r
e
b
a
r
p
l
a
c
e
m
e
n
t
,
a
n
d
t
a
k
i
n
g
o
f
t
e
s
t
s
p
e
c
i
m
e
n
s
.
I
n
s
p
e
c
t
o
r
s
s
h
a
l
l
b
e
A
C
I
-
I
I
o
r
I
C
C
c
e
r
t
i
f
i
e
d
.
R
e
i
n
f
o
r
c
i
n
g
s
t
e
e
l
:
i
n
c
o
n
c
r
e
t
e
.
S
o
i
l
s
:
b
e
a
r
i
n
g
m
a
t
e
r
i
a
l
s
a
n
d
p
l
a
c
e
m
e
n
t
o
f
s
t
r
u
c
t
u
r
a
l
f
i
l
l
.
S
t
e
e
l
t
o
s
t
e
e
l
b
o
l
t
i
n
g
:
a
l
l
h
i
g
h
s
t
r
e
n
g
t
h
b
o
l
t
s
.
W
e
l
d
i
n
g
:
a
l
l
f
i
e
l
d
w
e
l
d
s
.
I
n
s
p
e
c
t
o
r
s
h
a
l
l
b
e
A
W
S
-
Q
C
1
c
e
r
t
i
f
i
e
d
.
2
.
T
E
S
T
I
N
G
:
T
h
e
o
w
n
e
r
w
i
l
l
p
r
o
v
i
d
e
t
e
s
t
i
n
g
b
y
q
u
a
l
i
f
i
e
d
t
e
s
t
i
n
g
p
e
r
s
o
n
n
e
l
f
o
r
t
h
e
f
o
l
l
o
w
i
n
g
t
y
p
e
s
o
f
c
o
n
s
t
r
u
c
t
i
o
n
:
B
o
l
t
i
n
g
:
i
n
s
t
a
l
l
a
t
i
o
n
a
n
d
c
o
r
r
e
c
t
t
o
r
q
u
e
a
n
d
/
o
r
t
e
n
s
i
o
n
.
C
o
n
c
r
e
t
e
:
s
t
r
e
n
g
t
h
,
s
l
u
m
p
,
a
i
r
,
a
n
d
t
e
m
p
e
r
a
t
u
r
e
.
S
o
i
l
s
:
c
o
m
p
a
c
t
i
o
n
.
W
e
l
d
i
n
g
:
t
y
p
e
,
s
i
z
e
,
l
e
n
g
t
h
,
a
n
d
q
u
a
l
i
t
y
o
f
s
h
o
p
a
n
d
a
l
l
f
i
e
l
d
w
e
l
d
s
b
y
a
p
p
r
o
v
e
d
m
e
t
h
o
d
s
.
U
l
t
r
a
s
o
n
i
c
a
l
l
y
t
e
s
t
c
o
m
p
l
e
t
e
p
e
n
e
t
r
a
t
i
o
n
w
e
l
d
s
.
3
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
:
A
.
C
o
o
r
d
i
n
a
t
e
t
e
s
t
i
n
g
.
D
O
N
O
T
p
r
o
c
e
e
d
w
i
t
h
s
u
b
s
e
q
u
e
n
t
w
o
r
k
u
n
t
i
l
i
n
s
p
e
c
t
i
o
n
s
a
n
d
t
e
s
t
i
n
g
h
a
s
b
e
e
n
a
p
p
r
o
v
e
d
.
B
.
C
o
p
y
i
n
s
p
e
c
t
i
o
n
r
e
p
o
r
t
s
/
t
e
s
t
i
n
g
r
e
s
u
l
t
s
t
o
t
h
e
A
r
c
h
/
E
O
R
a
n
d
o
w
n
e
r
b
e
f
o
r
e
w
o
r
k
p
r
o
c
e
e
d
s
.
C
.
C
o
r
r
e
c
t
d
e
f
i
c
i
e
n
t
w
o
r
k
a
t
n
o
a
d
d
i
t
i
o
n
a
l
c
o
s
t
t
o
t
h
e
o
w
n
e
r
.
FOUNDATIONS1.SOILS:A.The contractor shall retain a soils engineer to observe the excavations and verify that the assumed soil bearingpressures and parameters can be obtained or the city may waive the requirement for a soils report. (See Basis ofDesign)B.Take corrective measures to obtain the assumed soil parameters or submit findings to the EOR for a re-design.
W
O
O
D
1
.
C
O
D
E
S
A
N
D
S
T
A
N
D
A
R
D
S
.
C
o
m
p
l
y
w
i
t
h
:
A
.
T
h
e
A
N
S
I
/
A
F
&
P
A
"
N
a
t
i
o
n
a
l
D
e
s
i
g
n
S
p
e
c
i
f
i
c
a
t
i
o
n
"
,
(
N
D
S
)
.
B
.
T
h
e
g
r
a
d
i
n
g
r
e
q
u
i
r
e
m
e
n
t
s
o
f
t
h
e
W
W
P
A
.
C
.
P
r
e
s
e
r
v
a
t
i
v
e
T
r
e
a
t
m
e
n
t
r
e
q
u
i
r
e
m
e
n
t
s
o
f
t
h
e
A
W
P
A
.
2
.
M
A
T
E
R
I
A
L
S
:
(
A
l
l
m
a
t
e
r
i
a
l
s
s
h
a
l
l
b
e
c
l
e
a
r
l
y
m
a
r
k
e
d
)
A
.
S
t
r
u
c
t
u
r
a
l
l
u
m
b
e
r
s
p
e
c
i
e
s
a
n
d
g
r
a
d
e
s
h
a
l
l
b
e
a
s
f
o
l
l
o
w
s
:
a
.
J
o
i
s
t
s
,
b
e
a
m
s
o
r
h
e
a
d
e
r
s
:
'
D
F
/
L
#
2
'
o
r
b
e
t
t
e
r
.
b
.
P
o
s
t
s
a
n
d
c
o
l
u
m
n
s
:
'
D
F
/
L
#
1
'
o
r
b
e
t
t
e
r
.
c
.
S
t
u
d
s
:
'
D
F
/
L
#
2
'
o
r
b
e
t
t
e
r
.
d
.
S
i
l
l
p
l
a
t
e
s
:
'
D
F
/
L
#
2
'
o
r
b
e
t
t
e
r
,
t
r
e
a
t
e
d
.
B
.
M
a
n
u
f
a
c
t
u
r
e
d
j
o
i
s
t
s
:
T
r
u
s
-
J
o
i
s
t
o
r
a
p
p
r
o
v
e
d
e
q
u
a
l
.
C
.
S
t
r
u
c
t
u
r
a
l
G
l
u
e
d
-
L
a
m
i
n
a
t
e
d
T
i
m
b
e
r
:
2
4
F
-
V
4
f
o
r
s
i
m
p
l
e
s
p
a
n
s
a
n
d
2
4
F
-
V
8
f
o
r
c
o
n
t
i
n
u
o
u
s
o
r
c
a
n
t
i
l
e
v
e
r
e
d
b
e
a
m
s
.
D
.
E
n
g
i
n
e
e
r
e
d
L
u
m
b
e
r
:
a
.
S
t
r
u
c
t
u
r
a
l
L
a
m
i
n
a
t
e
d
-
V
e
n
e
e
r
-
L
u
m
b
e
r
(
L
V
L
)
:
c
o
n
f
o
r
m
t
o
t
h
e
f
o
l
l
o
w
i
n
g
m
i
n
i
m
u
m
d
e
s
i
g
n
v
a
l
u
e
s
:
F
b
=
2
,
6
0
0
p
s
i
.
(
J
o
i
s
t
/
B
e
a
m
o
r
i
e
n
t
a
t
i
o
n
)
F
v
=
2
8
5
p
s
i
.
E
=
1
,
9
0
0
,
0
0
0
p
s
i
.
E
.
W
o
o
d
s
t
r
u
c
t
u
r
a
l
p
a
n
e
l
s
s
h
a
l
l
b
e
E
x
p
o
s
u
r
e
1
G
r
a
d
e
o
r
b
e
t
t
e
r
A
P
A
r
a
t
e
d
s
h
e
a
t
h
i
n
g
w
i
t
h
e
x
t
e
r
i
o
r
g
l
u
e
a
n
d
c
o
n
f
o
r
m
t
o
S
t
a
n
d
a
r
d
P
S
1
-
8
3
,
o
r
P
S
2
-
9
2
.
F
.
W
o
o
d
c
o
n
n
e
c
t
o
r
s
s
h
a
l
l
b
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
.
3
.
C
O
N
S
T
R
U
C
T
I
O
N
:
A
.
S
e
e
p
l
a
n
s
f
o
r
r
o
o
f
a
n
d
f
l
o
o
r
j
o
i
s
t
s
s
i
z
e
s
.
J
o
i
s
t
s
s
h
a
l
l
b
e
l
a
t
e
r
a
l
l
y
s
u
p
p
o
r
t
e
d
a
t
b
e
a
r
i
n
g
p
o
i
n
t
s
b
y
s
o
l
i
d
b
l
o
c
k
i
n
g
o
r
w
i
t
h
m
e
t
a
l
h
a
n
g
e
r
s
.
B
.
E
r
e
c
t
m
a
n
u
f
a
c
t
u
r
e
d
j
o
i
s
t
s
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
f
a
b
r
i
c
a
t
o
r
'
s
c
o
m
m
e
n
d
a
t
i
o
n
s
.
J
o
i
s
t
s
s
h
a
l
l
b
e
a
b
l
e
s
u
p
p
o
r
t
t
h
e
l
o
a
d
s
p
u
b
l
i
s
h
e
d
i
n
t
h
e
i
r
d
e
s
i
g
n
c
a
t
a
l
o
g
s
.
C
.
P
r
o
v
i
d
e
b
r
i
d
g
i
n
g
a
t
8
'
-
0
"
o
.
c
.
m
a
x
i
m
u
m
s
p
a
c
i
n
g
f
o
r
d
i
m
e
n
s
i
o
n
a
l
l
u
m
b
e
r
a
n
d
L
V
L
j
o
i
s
t
s
.
P
r
o
v
i
d
e
b
r
i
d
g
i
n
g
i
n
a
l
l
o
t
h
e
r
m
a
n
u
f
a
c
t
u
r
e
d
j
o
i
s
t
s
a
s
p
e
r
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
.
D
.
F
i
l
l
a
l
l
n
a
i
l
h
o
l
e
s
,
r
o
u
n
d
a
n
d
t
r
i
a
n
g
u
l
a
r
,
i
n
w
o
o
d
c
o
n
n
e
c
t
o
r
s
(
f
r
a
m
i
n
g
a
n
c
h
o
r
s
,
j
o
i
s
t
h
a
n
g
e
r
s
,
p
u
r
l
i
n
a
n
c
h
o
r
s
,
e
t
c
.
)
w
i
t
h
n
a
i
l
s
a
s
s
p
e
c
i
f
i
e
d
b
y
t
h
e
m
a
n
u
f
a
c
t
u
r
e
r
,
U
N
O
.
E
.
B
o
l
t
s
a
n
d
a
l
l
-
t
h
r
e
a
d
s
i
n
w
o
o
d
c
o
n
n
e
c
t
o
r
s
s
h
a
l
l
b
e
m
a
c
h
i
n
e
r
a
t
e
d
b
o
l
t
s
,
A
3
0
7
o
r
b
e
t
t
e
r
.
F
.
I
n
s
t
a
l
l
w
a
s
h
e
r
s
u
n
d
e
r
a
l
l
b
o
l
t
n
u
t
s
.
M
a
k
e
b
o
l
t
h
o
l
e
s
o
n
l
y
1
/
3
2
t
o
1
/
1
6
i
n
c
h
l
a
r
g
e
r
t
h
a
n
b
o
l
t
s
.
T
i
g
h
t
e
n
n
u
t
s
s
n
u
g
l
y
,
b
u
t
D
O
N
O
T
c
r
u
s
h
t
h
e
w
o
o
d
.
D
O
N
O
T
c
o
u
n
t
e
r
s
i
n
k
b
o
l
t
s
,
U
N
O
.
G
.
S
p
e
c
i
f
i
e
d
n
a
i
l
s
a
r
e
c
o
m
m
o
n
a
n
d
s
h
a
l
l
c
o
r
r
e
s
p
o
n
d
t
o
t
h
e
f
o
l
l
o
w
i
n
g
d
i
a
m
e
t
e
r
s
a
n
d
l
e
n
g
t
h
s
:
(
1
6
d
-
0
.
1
6
2
"
Ø
&
3
-
1
/
2
"
l
o
n
g
;
1
0
d
-
0
.
1
4
8
"
Ø
&
3
"
l
o
n
g
;
8
d
-
0
.
1
3
1
"
Ø
&
2
-
1
/
2
"
l
o
n
g
)
H
.
M
i
n
i
m
u
m
n
a
i
l
i
n
g
o
f
m
e
m
b
e
r
s
:
C
o
n
f
o
r
m
t
o
I
B
C
,
T
a
b
l
e
2
3
0
4
.
9
.
1
,
U
N
O
.
I
.
N
a
i
l
b
u
i
l
t
-
u
p
b
e
a
m
s
o
f
2
x
_
m
e
m
b
e
r
s
1
2
"
d
e
e
p
o
r
l
e
s
s
t
o
g
e
t
h
e
r
w
i
t
h
1
6
d
n
a
i
l
s
a
t
1
2
"
o
.
c
.
,
s
t
a
g
g
e
r
e
d
.
A
d
d
(
2
)
1
6
d
c
o
m
m
o
n
n
a
i
l
s
a
t
s
u
p
p
o
r
t
s
.
B
o
l
t
2
x
_
m
e
m
b
e
r
s
d
e
e
p
e
r
t
h
a
n
1
2
"
t
o
g
e
t
h
e
r
w
i
t
h
1
/
2
"
b
o
l
t
s
a
t
1
6
"
o
.
c
.
s
t
a
g
g
e
r
e
d
.
A
d
d
(
2
)
b
o
l
t
s
a
t
s
u
p
p
o
r
t
s
.
J
.
A
l
l
d
r
i
l
l
e
d
h
o
l
e
s
a
n
d
c
u
t
e
n
d
s
o
f
p
r
e
s
e
r
v
a
t
i
v
e
-
t
r
e
a
t
e
d
a
n
d
f
i
r
e
-
r
e
t
a
r
d
a
n
t
-
t
r
e
a
t
e
d
w
o
o
d
s
h
a
l
l
b
e
f
i
e
l
d
t
r
e
a
t
e
d
w
i
t
h
a
p
r
e
s
e
r
v
a
t
i
v
e
p
e
r
A
W
P
A
S
t
a
n
d
a
r
d
s
.
K
.
F
a
s
t
e
n
e
r
s
(
i
n
c
l
u
d
i
n
g
n
u
t
s
a
n
d
w
a
s
h
e
r
s
)
i
n
p
r
e
s
e
r
v
a
t
i
v
e
-
t
r
e
a
t
e
d
a
n
d
f
i
r
e
-
r
e
t
a
r
d
a
n
t
-
t
r
e
a
t
e
d
w
o
o
d
s
h
a
l
l
c
o
n
f
o
r
m
t
o
I
B
C
S
e
c
t
i
o
n
2
3
0
4
.
1
0
.
5
,
U
N
O
.
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
1
.
C
O
D
E
S
A
N
D
S
T
A
N
D
A
R
D
S
:
C
o
m
p
l
y
w
i
t
h
:
A
.
A
I
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
S
t
e
e
l
B
u
i
l
d
i
n
g
s
&
C
o
m
m
e
n
t
a
r
y
"
.
B
.
A
I
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
s
e
c
t
i
o
n
s
7
.
5
.
4
,
a
n
d
7
.
1
1
.
5
.
C
.
A
W
S
"
S
t
r
u
c
t
u
r
a
l
W
e
l
d
i
n
g
C
o
d
e
"
,
e
x
c
l
u
d
e
i
t
e
m
s
c
o
n
f
l
i
c
t
i
n
g
w
i
t
h
A
I
S
C
.
2
.
M
A
T
E
R
I
A
L
S
S
H
A
L
L
C
O
N
F
O
R
M
A
S
F
O
L
L
O
W
S
:
A
.
W
i
d
e
F
l
a
n
g
e
b
e
a
m
s
&
c
o
l
u
m
n
s
:
A
S
T
M
A
9
9
2
,
F
y
=
5
0
k
s
i
.
B
.
R
e
c
t
.
H
o
l
l
o
w
S
t
r
u
c
t
u
r
a
l
S
e
c
t
i
o
n
s
(
H
S
S
)
:
A
S
T
M
A
5
0
0
,
G
r
.
C
,
F
y
=
5
0
k
s
i
.
B
.
R
o
u
n
d
H
o
l
l
o
w
S
t
r
u
c
t
u
r
a
l
S
e
c
t
i
o
n
s
(
H
S
S
)
:
A
S
T
M
A
5
0
0
,
G
r
.
C
,
F
y
=
4
6
k
s
i
.
C
.
P
i
p
e
:
A
S
T
M
A
5
3
,
G
r
.
B
,
F
y
=
3
5
k
s
i
.
D
.
M
i
s
c
.
s
h
a
p
e
s
&
p
l
a
t
e
s
:
A
S
T
M
A
3
6
,
F
y
=
3
6
k
s
i
.
E
.
H
i
g
h
s
t
r
e
n
g
t
h
b
o
l
t
s
:
A
S
T
M
F
3
1
2
5
,
G
r
.
A
3
2
5
,
F
u
=
1
2
0
k
s
i
.
G
r
.
A
4
9
0
,
F
u
=
1
5
0
k
s
i
,
u
s
e
o
n
l
y
w
h
e
r
e
n
o
t
e
d
.
F
.
A
n
c
h
o
r
r
o
d
s
:
A
S
T
M
F
1
5
5
4
,
G
r
.
3
6
,
F
y
=
3
6
k
s
i
.
G
.
O
t
h
e
r
b
o
l
t
s
:
A
S
T
M
A
3
0
7
,
G
r
.
A
,
F
y
=
3
6
k
s
i
.
H
.
W
e
l
d
e
d
a
n
c
h
o
r
s
s
t
u
d
s
(
W
A
S
,
H
A
S
)
:
A
S
T
M
A
1
0
8
,
F
u
=
6
5
k
s
i
.
I
.
D
e
f
o
r
m
e
d
b
a
r
a
n
c
h
o
r
s
(
D
B
A
'
s
)
:
A
S
T
M
A
4
9
6
,
F
y
=
7
0
k
s
i
,
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
f
o
r
D
B
A
'
s
.
3
.
C
O
N
S
T
R
U
C
T
I
O
N
:
A
.
F
a
b
r
i
c
a
t
e
i
n
a
n
a
p
p
r
o
v
e
d
f
a
b
r
i
c
a
t
o
r
'
s
s
h
o
p
.
B
.
F
a
b
r
i
c
a
t
e
b
e
a
m
s
w
i
t
h
i
n
c
i
d
e
n
t
a
l
c
a
m
b
e
r
u
p
,
U
N
O
.
C
.
U
s
e
6
0
0
0
p
s
i
(
m
i
n
i
m
u
m
a
t
2
8
-
d
a
y
)
n
o
n
-
s
h
r
i
n
k
l
i
q
u
i
d
g
r
o
u
t
b
e
n
e
a
t
h
b
e
a
r
i
n
g
p
l
a
t
e
s
.
P
l
a
c
e
g
r
o
u
t
p
e
r
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
p
r
i
o
r
t
o
l
o
a
d
i
n
g
m
e
m
b
e
r
.
D
.
A
d
d
d
e
f
o
r
m
e
d
b
a
r
a
n
c
h
o
r
s
t
o
s
t
r
u
c
t
u
r
a
l
s
e
c
t
i
o
n
s
e
m
b
e
d
d
e
d
i
n
c
o
n
c
r
e
t
e
o
r
m
a
s
o
n
r
y
,
U
N
O
.
U
s
e
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
a
d
j
a
c
e
n
t
r
e
i
n
f
o
r
c
i
n
g
b
a
r
s
.
M
i
n
i
m
u
m
l
e
n
g
t
h
o
f
b
a
r
s
s
h
a
l
l
b
e
4
8
b
a
r
d
i
a
m
e
t
e
r
s
b
u
t
n
o
t
l
e
s
s
t
h
a
n
2
4
i
n
c
h
e
s
.
4
.
B
O
L
T
E
D
C
O
N
N
E
C
T
I
O
N
S
:
A
.
U
s
e
3
/
4
"
d
i
a
m
e
t
e
r
b
o
l
t
s
i
n
S
t
d
.
h
o
l
e
s
(
b
o
l
t
d
i
a
m
e
t
e
r
+
1
/
1
6
"
)
,
U
N
O
.
B
.
S
t
e
e
l
-
t
o
-
s
t
e
e
l
c
o
n
n
e
c
t
i
o
n
s
:
U
s
e
A
S
T
M
A
3
2
5
t
y
p
e
"
N
"
c
o
n
n
e
c
t
i
o
n
s
,
U
N
O
.
C
.
O
t
h
e
r
c
o
n
n
e
c
t
i
o
n
s
:
U
s
e
A
S
T
M
A
3
0
7
b
o
l
t
s
o
r
b
e
t
t
e
r
e
x
c
e
p
t
f
o
r
a
n
c
h
o
r
r
o
d
s
,
U
N
O
.
D
.
U
s
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
t
h
e
b
o
l
t
o
r
n
u
t
.
U
s
e
b
e
v
e
l
e
d
h
a
r
d
e
n
e
d
w
a
s
h
e
r
s
w
h
e
r
e
t
h
e
o
u
t
e
r
f
a
c
e
o
f
b
o
l
t
e
d
p
a
r
t
s
h
a
s
a
s
l
o
p
e
g
r
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
h
e
b
o
l
t
s
a
x
i
s
.
A
t
o
v
e
r
s
i
z
e
d
h
o
l
e
s
,
u
s
e
h
a
r
d
e
n
e
d
w
a
s
h
e
r
s
o
r
p
l
a
t
e
s
a
t
l
e
a
s
t
5
/
1
6
"
t
h
i
c
k
c
o
n
f
o
r
m
i
n
g
t
o
A
S
T
M
F
4
3
6
.
E
.
T
i
g
h
t
e
n
b
o
l
t
s
u
n
t
i
l
a
l
l
p
l
i
e
s
o
f
t
h
e
j
o
i
n
t
a
r
e
i
n
f
i
r
m
c
o
n
t
a
c
t
.
S
n
u
g
t
i
g
h
t
c
o
n
d
i
t
i
o
n
,
U
N
O
.
F
.
P
r
e
t
e
n
s
i
o
n
e
d
b
o
l
t
s
w
i
t
h
C
l
a
s
s
A
f
a
y
i
n
g
s
u
r
f
a
c
e
s
a
r
e
r
e
q
u
i
r
e
d
a
t
a
l
l
s
t
e
e
l
t
o
s
t
e
e
l
c
o
n
n
e
c
t
i
o
n
s
f
o
r
M
o
m
e
n
t
F
r
a
m
e
s
(
S
M
F
,
I
M
F
a
n
d
O
M
F
)
,
B
r
a
c
e
d
F
r
a
m
e
s
(
S
C
B
R
,
O
C
B
F
a
n
d
B
R
B
F
)
a
n
d
E
c
c
e
n
t
r
i
c
a
l
l
y
B
r
a
c
e
d
F
r
a
m
e
s
(
E
B
F
)
.
G
.
E
n
l
a
r
g
e
b
o
l
t
h
o
l
e
s
b
y
r
e
a
m
i
n
g
.
D
O
N
O
T
t
o
r
c
h
c
u
t
.
5
.
W
E
L
D
E
D
C
O
N
N
E
C
T
I
O
N
S
:
A
.
P
e
r
f
o
r
m
w
e
l
d
i
n
g
a
n
d
c
u
t
t
i
n
g
b
y
A
W
S
c
e
r
t
i
f
i
e
d
w
e
l
d
e
r
s
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
A
N
S
I
/
A
W
S
D
1
.
1
(
l
a
t
e
s
t
e
d
i
t
i
o
n
)
.
B
.
F
o
r
t
y
p
i
c
a
l
s
h
o
p
&
f
i
e
l
d
w
e
l
d
s
,
u
s
e
f
i
l
l
e
r
m
e
t
a
l
s
w
i
t
h
n
o
m
i
n
a
l
7
0
k
s
i
t
e
n
s
i
l
e
s
t
r
e
n
g
t
h
h
a
v
i
n
g
:
a
.
M
a
t
c
h
i
n
g
m
a
t
e
r
i
a
l
f
o
r
m
u
l
t
i
p
l
e
p
a
s
s
w
e
l
d
s
.
b
.
A
d
i
f
f
u
s
i
b
l
e
h
y
d
r
o
g
e
n
l
i
m
i
t
o
f
H
1
6
o
r
l
e
s
s
.
c
.
A
C
V
N
t
o
u
g
h
n
e
s
s
o
f
2
0
f
t
-
l
b
s
a
t
0
d
e
g
.
F
.
C
.
F
o
r
s
h
o
p
&
f
i
e
l
d
w
e
l
d
c
o
n
n
e
c
t
i
o
n
s
o
f
l
a
t
e
r
a
l
l
o
a
d
r
e
s
i
s
t
i
n
g
e
l
e
m
e
n
t
s
(
a
l
l
b
r
a
c
e
d
f
r
a
m
e
s
a
n
d
a
l
l
m
o
m
e
n
t
f
r
a
m
e
s
(
d
e
m
a
n
d
c
r
i
t
i
c
a
l
w
e
l
d
s
)
)
,
u
s
e
f
i
l
l
e
r
m
e
t
a
l
s
w
i
t
h
n
o
m
i
n
a
l
7
0
k
s
i
t
e
n
s
i
l
e
s
t
r
e
n
g
t
h
h
a
v
i
n
g
:
a
.
M
a
t
c
h
i
n
g
m
a
t
e
r
i
a
l
f
o
r
m
u
l
t
i
p
l
e
p
a
s
s
w
e
l
d
s
.
b
.
A
d
i
f
f
u
s
i
b
l
e
h
y
d
r
o
g
e
n
l
i
m
i
t
o
f
H
1
6
o
r
l
e
s
s
.
c
.
A
C
V
N
t
o
u
g
h
n
e
s
s
o
f
4
0
f
t
-
l
b
s
a
t
7
0
d
e
g
.
F
.
D
.
U
s
e
p
r
e
-
q
u
a
l
i
f
i
e
d
p
r
o
c
e
d
u
r
e
s
.
E
.
W
e
l
d
i
n
t
e
r
s
e
c
t
i
n
g
s
t
e
e
l
s
h
a
p
e
s
t
o
g
e
t
h
e
r
,
w
h
i
c
h
a
r
e
n
o
t
c
o
n
n
e
c
t
e
d
w
i
t
h
b
o
l
t
s
,
w
i
t
h
a
l
l
-
a
r
o
u
n
d
f
i
l
l
e
t
w
e
l
d
s
,
U
N
O
.
F
.
W
e
l
d
s
t
u
d
s
a
n
d
D
B
A
'
s
a
c
c
o
r
d
i
n
g
t
o
M
a
n
u
f
a
c
t
u
r
e
r
'
s
s
p
e
c
s
.
G
.
W
h
e
r
e
v
e
r
p
o
s
s
i
b
l
e
u
s
e
s
h
o
p
w
e
l
d
s
.
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
f
i
e
l
d
a
n
d
s
h
o
p
w
e
l
d
s
b
e
t
w
e
e
n
s
h
o
p
f
a
b
r
i
c
a
t
i
o
n
a
n
d
t
h
e
s
t
e
e
l
e
r
e
c
t
o
r
.
H
.
R
e
m
o
v
e
s
l
a
g
f
r
o
m
w
e
l
d
s
.
6
.
P
r
o
v
i
d
e
f
u
l
l
d
e
p
t
h
w
e
b
s
t
i
f
f
e
n
e
r
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
b
e
a
r
i
n
g
p
o
i
n
t
s
.
A
.
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
u
t
b
e
l
o
w
u
n
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
w
i
t
h
f
i
l
l
e
t
w
e
l
d
s
a
l
l
a
r
o
u
n
d
:
F
l
a
n
g
e
w
i
d
t
h
S
t
i
f
f
e
n
e
r
t
h
i
c
k
n
e
s
s
W
e
l
d
s
i
z
e
L
e
s
s
t
h
a
n
8
1
/
4
”
1
/
4
”
3
/
1
6
”
8
1
/
4
”
-
1
2
1
/
4
”
3
/
8
”
1
/
4
”
1
2
1
/
4
”
-
1
6
1
/
2
”
1
/
2
”
5
/
1
6
”
1
6
1
/
2
”
-
2
0
1
/
4
”
5
/
8
”
3
/
8
”
C
O
L
D
F
O
R
M
E
D
S
T
E
E
L
F
R
A
M
I
N
G
1
.
P
R
O
D
U
C
T
:
A
.
S
t
u
d
t
y
p
e
a
n
d
s
i
z
e
a
s
s
h
o
w
n
o
n
t
h
e
p
l
a
n
s
a
r
e
p
e
r
t
h
e
"
S
t
e
e
l
S
t
u
d
M
a
n
u
f
a
c
t
u
r
e
r
'
s
A
s
s
o
c
i
a
t
i
o
n
"
c
a
t
a
l
o
g
.
A
l
t
e
r
n
a
t
e
s
y
s
t
e
m
s
w
i
l
l
b
e
c
o
n
s
i
d
e
r
e
d
i
f
t
h
e
c
o
n
t
r
a
c
t
o
r
i
d
e
n
t
i
f
i
e
s
&
p
r
o
v
i
d
e
s
e
q
u
i
v
a
l
e
n
t
s
e
c
t
i
o
n
s
a
s
t
h
o
s
e
s
h
o
w
n
o
n
t
h
e
p
l
a
n
s
.
T
h
e
a
l
t
e
r
n
a
t
e
s
y
s
t
e
m
m
u
s
t
b
e
a
p
p
r
o
v
e
d
b
y
t
h
e
E
O
R
b
e
f
o
r
e
i
n
s
t
a
l
l
a
t
i
o
n
.
B
.
P
r
i
m
e
p
a
i
n
t
c
a
r
b
o
n
s
t
e
e
l
a
n
d
a
c
c
e
s
s
o
r
i
e
s
w
i
t
h
r
u
s
t
i
n
h
i
b
i
t
i
v
e
p
a
i
n
t
m
e
e
t
i
n
g
p
e
r
f
o
r
m
a
n
c
e
r
e
q
u
i
r
e
m
e
n
t
s
o
f
T
T
-
P
-
6
3
6
C
.
I
f
t
h
i
s
r
e
q
u
i
r
e
m
e
n
t
c
a
n
n
o
t
b
e
m
e
t
,
u
s
e
g
a
l
v
a
n
i
z
e
d
m
a
t
e
r
i
a
l
s
.
2
.
M
A
T
E
R
I
A
L
S
:
A
.
1
8
-
g
a
u
g
e
(
4
3
m
i
l
s
)
&
l
i
g
h
t
e
r
s
t
u
d
s
,
t
r
a
c
k
s
&
j
o
i
s
t
s
:
F
y
=
3
3
k
s
i
m
i
n
.
,
A
S
T
M
A
6
5
3
B
.
1
6
-
g
a
u
g
e
(
5
4
m
i
l
s
)
&
h
e
a
v
i
e
r
s
t
u
d
s
,
t
r
a
c
t
s
&
j
o
i
s
t
s
:
F
y
=
5
0
k
s
i
m
i
n
.
,
A
S
T
M
A
6
5
3
3
.
C
O
N
N
E
C
T
I
O
N
S
:
F
a
s
t
e
n
c
o
m
p
o
n
e
n
t
s
b
y
f
i
e
l
d
w
e
l
d
i
n
g
,
U
N
O
.
T
o
u
c
h
-
u
p
w
e
l
d
s
w
i
t
h
p
a
i
n
t
.
T
o
u
c
h
-
u
p
w
e
l
d
s
o
f
g
a
l
v
a
n
i
z
e
d
s
t
e
e
l
w
i
t
h
z
i
n
c
-
r
i
c
h
p
a
i
n
t
.
4
.
C
O
N
S
T
R
U
C
T
I
O
N
:
A
.
A
n
c
h
o
r
t
r
a
c
k
s
t
o
t
h
e
s
u
p
p
o
r
t
i
n
g
s
t
r
u
c
t
u
r
e
w
/
5
/
8
"
d
i
a
.
b
o
l
t
s
@
3
2
"
o
.
c
.
,
U
N
O
.
B
.
A
n
c
h
o
r
s
t
u
d
s
t
o
a
d
j
a
c
e
n
t
w
a
l
l
s
w
i
t
h
p
o
w
d
e
r
a
c
t
u
a
t
e
d
f
a
s
t
e
n
e
r
s
a
t
1
6
"
o
.
c
.
,
U
N
O
.
C
.
B
u
t
t
-
w
e
l
d
a
b
u
t
t
i
n
g
l
e
n
g
t
h
s
o
f
t
r
a
c
k
t
o
a
c
o
m
m
o
n
s
t
r
u
c
t
u
r
a
l
e
l
e
m
e
n
t
o
r
e
a
c
h
o
t
h
e
r
,
U
N
O
.
D
.
P
l
u
m
b
,
a
l
i
g
n
a
n
d
s
e
c
u
r
e
l
y
a
t
t
a
c
h
s
t
u
d
s
t
o
f
l
a
n
g
e
s
o
f
b
o
t
h
u
p
p
e
r
a
n
d
l
o
w
e
r
t
r
a
c
k
s
.
B
e
a
r
i
n
g
w
a
l
l
s
m
u
s
t
b
e
f
r
a
m
e
d
w
i
t
h
s
t
u
d
s
s
e
a
t
e
d
a
g
a
i
n
s
t
t
h
e
t
r
a
c
k
w
e
b
s
(
N
o
g
a
p
s
)
.
E
.
F
r
a
m
e
h
e
a
d
e
r
s
a
n
d
s
u
p
p
o
r
t
i
n
g
s
t
u
d
s
a
t
w
a
l
l
o
p
e
n
i
n
g
s
.
F
.
I
n
s
t
a
l
l
j
a
c
k
s
t
u
d
s
o
r
c
r
i
p
p
l
e
s
b
e
l
o
w
w
i
n
d
o
w
s
i
l
l
s
,
a
b
o
v
e
w
i
n
d
o
w
a
n
d
d
o
o
r
h
e
a
d
s
,
a
n
d
e
l
s
e
w
h
e
r
e
t
o
f
u
r
n
i
s
h
s
u
p
p
o
r
t
a
n
d
s
e
c
u
r
e
l
y
a
t
t
a
c
h
e
d
t
o
c
o
n
n
e
c
t
i
n
g
m
e
m
b
e
r
s
.
5
.
S
H
O
P
D
R
A
W
I
N
G
S
:
P
r
i
o
r
t
o
f
a
b
r
i
c
a
t
i
o
n
o
r
f
r
a
m
i
n
g
t
h
e
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
s
u
b
m
i
t
e
r
e
c
t
i
o
n
d
r
a
w
i
n
g
s
a
n
d
d
e
s
i
g
n
c
a
l
c
u
l
a
t
i
o
n
s
p
r
e
p
a
r
e
d
b
y
t
h
e
m
a
n
u
f
a
c
t
u
r
e
r
o
r
s
u
p
p
l
i
e
r
f
o
r
r
e
v
i
e
w
b
y
t
h
e
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
.
C
o
n
s
t
r
u
c
t
i
o
n
s
h
a
l
l
f
o
l
l
o
w
t
h
e
a
p
p
r
o
v
e
d
s
h
o
p
d
r
a
w
i
n
g
s
.
P
O
S
T
-
I
N
S
T
A
L
L
E
D
A
N
C
H
O
R
S
1
.
P
R
O
D
U
C
T
:
A
d
h
e
s
i
v
e
A
n
c
h
o
r
s
A
.
A
d
h
e
s
i
v
e
f
o
r
C
o
n
c
r
e
t
e
c
o
n
n
e
c
t
i
o
n
s
s
h
a
l
l
b
e
:
1
.
H
I
T
H
Y
2
0
0
(
E
S
R
-
3
1
8
7
)
b
y
H
i
l
t
i
C
o
r
p
o
r
a
t
i
o
n
2
.
P
u
r
e
1
1
0
+
(
E
S
R
-
3
2
9
8
)
b
y
D
e
W
a
l
t
3
.
A
C
2
0
0
+
(
E
S
R
-
4
0
2
7
)
b
y
D
e
W
a
l
t
4
.
S
E
T
-
3
G
(
E
S
R
-
2
5
0
8
)
b
y
S
i
m
p
s
o
n
S
t
r
o
n
g
T
i
e
.
5
.
A
T
-
X
P
(
I
A
P
M
O
U
E
S
E
R
-
2
6
3
)
b
y
S
i
m
p
s
o
n
S
t
r
o
n
g
T
i
e
.
6
.
A
l
t
e
r
n
a
t
i
v
e
e
p
o
x
i
e
s
m
a
y
b
e
u
s
e
d
i
f
a
n
E
S
R
a
p
p
r
o
v
a
l
f
o
r
u
s
e
i
n
c
r
a
c
k
e
d
c
o
n
c
r
e
t
e
i
s
s
u
b
m
i
t
t
e
d
t
o
t
h
e
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
p
r
i
o
r
t
o
u
s
e
.
B
.
A
d
h
e
s
i
v
e
f
o
r
s
o
l
i
d
g
r
o
u
t
e
d
c
o
n
c
r
e
t
e
m
a
s
o
n
r
y
&
h
o
l
l
o
w
b
l
o
c
k
c
o
n
n
e
c
t
i
o
n
s
s
h
a
l
l
b
e
:
1
.
H
I
T
H
Y
2
7
0
(
E
S
R
-
2
6
8
2
)
b
y
H
i
l
t
i
C
o
r
p
o
r
a
t
i
o
n
2
.
A
C
1
0
0
+
G
o
l
d
(
E
S
R
-
3
2
0
0
)
b
y
D
e
W
a
l
t
3
.
A
T
-
X
P
(
I
A
P
M
O
0
2
8
1
)
b
y
S
i
m
p
s
o
n
S
t
r
o
n
g
C
.
F
o
l
l
o
w
a
l
l
o
f
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
a
n
d
E
S
R
f
o
r
e
p
o
x
y
i
n
s
t
a
l
l
a
t
i
o
n
.
2
.
P
R
O
D
U
C
T
:
M
e
c
h
a
n
i
c
a
l
A
n
c
h
o
r
s
A
.
M
e
c
h
a
n
i
c
a
l
A
n
c
h
o
r
s
f
o
r
C
o
n
c
r
e
t
e
c
o
n
n
e
c
t
i
o
n
s
s
h
a
l
l
b
e
:
1
.
K
w
i
k
B
o
l
t
T
Z
(
E
S
R
-
1
9
1
7
)
b
y
H
i
l
t
i
C
o
r
p
o
r
a
t
i
o
n
2
.
P
o
w
e
r
-
S
t
u
d
+
S
D
2
(
E
S
R
-
2
5
0
2
)
b
y
D
e
W
a
l
t
3
.
S
t
r
o
n
g
-
B
o
l
t
(
E
S
R
-
1
7
7
1
)
b
y
S
i
m
p
s
o
n
S
t
r
o
n
g
T
i
e
I
n
c
.
4
.
A
l
t
e
r
n
a
t
i
v
e
m
e
c
h
a
n
i
c
a
l
a
n
c
h
o
r
s
m
a
y
b
e
u
s
e
d
i
f
a
n
E
S
R
a
p
p
r
o
v
a
l
f
o
r
u
s
e
i
n
c
r
a
c
k
e
d
c
o
n
c
r
e
t
e
i
s
s
u
b
m
i
t
t
e
d
t
o
t
h
e
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
p
r
i
o
r
t
o
u
s
e
.
B
.
M
e
c
h
a
n
i
c
a
l
A
n
c
h
o
r
s
f
o
r
M
a
s
o
n
r
y
C
o
n
n
e
c
t
i
o
n
s
s
h
a
l
l
b
e
:
1
.
K
w
i
k
B
o
l
t
3
(
E
S
R
-
1
3
8
5
)
b
y
H
i
l
t
i
c
o
r
p
o
r
a
t
i
o
n
(
g
r
o
u
t
f
i
l
l
e
d
m
a
s
o
n
r
y
a
p
p
l
i
c
a
t
i
o
n
s
)
2
.
P
o
w
e
r
-
S
t
u
d
+
S
D
1
(
E
S
R
-
2
9
6
6
)
b
y
D
e
W
a
l
t
,
(
g
r
o
u
t
f
i
l
l
e
d
m
a
s
o
n
r
y
a
p
p
l
i
c
a
t
i
o
n
s
)
3
.
W
e
d
g
e
-
A
l
l
(
E
S
R
-
1
3
9
6
)
b
y
S
i
m
p
s
o
n
S
t
r
o
n
g
T
i
e
I
n
c
.
(
g
r
o
u
t
f
i
l
l
e
d
m
a
s
o
n
r
y
a
p
p
l
i
c
a
t
i
o
n
s
)
C
.
F
o
l
l
o
w
a
l
l
o
f
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
a
n
d
E
S
R
f
o
r
m
e
c
h
a
n
i
c
a
l
a
n
c
h
o
r
i
n
s
t
a
l
l
a
t
i
o
n
.
3
.
P
R
O
D
U
C
T
:
S
c
r
e
w
A
n
c
h
o
r
s
A
.
S
c
r
e
w
A
n
c
h
o
r
s
f
o
r
C
o
n
c
r
e
t
e
c
o
n
n
e
c
t
i
o
n
s
s
h
a
l
l
b
e
:
1
.
K
w
i
k
H
U
S
-
e
Z
(
E
S
R
-
3
0
2
7
)
b
y
H
i
l
t
i
C
o
r
p
o
r
a
t
i
o
n
2
.
S
c
r
e
w
-
B
o
l
t
(
E
S
R
-
3
8
8
9
)
b
y
D
e
W
a
l
t
3
.
T
i
t
e
n
H
D
(
E
S
R
-
2
7
1
3
)
b
y
S
i
m
p
s
o
n
S
t
r
o
n
g
T
i
e
I
n
c
.
4
.
A
l
t
e
r
n
a
t
i
v
e
s
c
r
e
w
a
n
c
h
o
r
s
m
a
y
b
e
u
s
e
d
i
f
a
n
E
S
R
a
p
p
r
o
v
a
l
f
o
r
u
s
e
i
n
c
r
a
c
k
e
d
c
o
n
c
r
e
t
e
i
s
s
u
b
m
i
t
t
e
d
t
o
t
h
e
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
p
r
i
o
r
t
o
u
s
e
.
B
.
S
c
r
e
w
A
n
c
h
o
r
s
f
o
r
g
r
o
u
t
f
i
l
l
e
d
M
a
s
o
n
r
y
c
o
n
n
e
c
t
i
o
n
s
s
h
a
l
l
b
e
:
1
.
K
w
i
k
H
U
S
-
e
Z
(
E
S
R
-
3
0
5
6
)
b
y
H
i
l
t
i
C
o
r
p
o
r
a
t
i
o
n
2
.
S
c
r
e
w
-
B
o
l
t
(
E
S
R
-
4
0
2
7
)
b
y
D
e
W
a
l
t
3
.
T
i
t
e
n
H
D
(
E
S
R
-
1
0
5
6
)
b
y
S
i
m
p
s
o
n
S
t
r
o
n
g
T
i
e
I
n
c
.
C
.
F
o
l
l
o
w
a
l
l
o
f
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
a
n
d
E
S
R
f
o
r
s
c
r
e
w
a
n
c
h
o
r
i
n
s
t
a
l
l
a
t
i
o
n
.
4
.
I
n
s
t
a
l
l
a
t
i
o
n
r
e
q
u
i
r
e
m
e
n
t
s
f
o
r
A
d
h
e
s
i
v
e
a
n
c
h
o
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
t
o
v
e
r
t
i
c
a
l
l
y
o
v
e
r
h
e
a
d
o
r
i
e
n
t
a
t
i
o
n
t
o
s
u
p
p
o
r
t
s
u
s
t
a
i
n
e
d
t
e
n
s
i
o
n
l
o
a
d
s
s
h
a
l
l
b
e
d
o
n
e
b
y
a
c
e
r
t
i
f
i
e
d
a
d
h
e
s
i
v
e
a
n
c
h
o
r
i
n
s
t
a
l
l
e
r
(
a
a
i
)
a
s
c
e
r
t
i
f
i
e
d
t
h
r
o
u
g
h
a
c
i
/
c
r
s
i
(
A
C
I
3
1
8
1
7
.
1
.
2
)
.
p
r
o
o
f
o
f
c
u
r
r
e
n
t
c
e
r
t
i
f
i
c
a
t
i
o
n
s
h
a
l
l
b
e
s
u
b
m
i
t
t
e
d
t
o
t
h
e
e
n
g
i
n
e
e
r
f
o
r
a
p
p
r
o
v
a
l
p
r
i
o
r
t
o
c
o
m
m
e
n
c
e
m
e
n
t
o
f
i
n
s
t
a
l
l
a
t
i
o
n
.
B
.
A
d
h
e
s
i
v
e
a
n
c
h
o
r
s
m
u
s
t
b
e
i
n
s
t
a
l
l
e
d
i
n
c
o
n
c
r
e
t
e
a
g
e
d
a
m
i
n
i
m
u
m
o
f
2
1
d
a
y
s
(
A
C
I
3
1
8
1
7
.
1
.
2
)
.
f
o
r
i
n
s
t
a
l
l
a
t
i
o
n
s
s
o
o
n
e
r
t
h
a
n
2
1
d
a
y
s
c
o
n
s
u
l
t
a
d
h
e
s
i
v
e
m
a
n
u
f
a
c
t
u
r
e
r
.
C
.
I
f
t
e
m
p
e
r
a
t
u
r
e
o
f
b
a
s
e
m
a
t
e
r
i
a
l
a
t
t
i
m
e
o
f
a
d
h
e
s
i
v
e
i
n
s
t
a
l
l
a
t
i
o
n
i
s
a
t
4
5
d
e
g
r
e
e
s
(
f
a
h
r
e
n
h
e
i
t
)
o
r
l
e
s
s
,
a
n
A
c
r
y
l
i
c
a
d
h
e
s
i
v
e
(
D
e
w
a
l
t
A
C
2
0
0
+
,
H
i
l
t
i
H
I
T
-
H
Y
2
0
0
,
S
i
m
p
s
o
n
A
T
-
X
P
)
i
s
r
e
q
u
i
r
e
d
.
GENERAL NOTES FOR STRUCTURAL SHEETS
R
E
I
N
F
O
R
C
I
N
G
S
T
E
E
L
1
.
C
O
D
E
S
A
N
D
S
T
A
N
D
A
R
D
S
.
C
o
m
p
l
y
w
i
t
h
:
A
.
C
R
S
I
"
M
a
n
u
a
l
o
f
S
t
a
n
d
a
r
d
P
r
a
c
t
i
c
e
"
.
B
.
A
C
I
"
D
e
t
a
i
l
i
n
g
M
a
n
u
a
l
"
,
A
C
I
3
1
5
(
o
r
S
P
-
6
6
)
.
2
.
M
A
T
E
R
I
A
L
S
:
A
.
N
e
w
s
t
o
c
k
d
e
f
o
r
m
e
d
r
e
b
a
r
:
A
S
T
M
A
6
1
5
,
G
r
a
d
e
6
0
,
e
x
c
e
p
t
a
s
n
o
t
e
d
.
a
.
F
i
e
l
d
b
e
n
t
d
o
w
e
l
s
:
A
S
T
M
A
6
1
5
,
G
r
a
d
e
4
0
o
r
A
S
T
M
A
7
0
6
,
G
r
a
d
e
6
0
,
L
o
w
-
A
l
l
o
y
S
t
e
e
l
.
R
e
d
u
c
e
s
p
a
c
i
n
g
o
f
g
r
a
d
e
4
0
d
o
w
e
l
s
b
y
1
/
3
.
b
.
W
e
l
d
e
d
r
e
b
a
r
:
A
S
T
M
A
7
0
6
,
G
r
a
d
e
6
0
,
L
o
w
-
A
l
l
o
y
S
t
e
e
l
.
c
.
D
e
f
o
r
m
e
d
b
a
r
a
n
c
h
o
r
s
(
D
B
A
'
s
)
:
S
e
e
m
a
t
e
r
i
a
l
s
u
n
d
e
r
s
e
c
t
i
o
n
'
S
t
r
u
c
t
u
r
a
l
S
t
e
e
l
'
B
.
M
a
s
o
n
r
y
j
o
i
n
t
w
i
r
e
:
A
S
T
M
A
8
2
.
C
.
U
s
e
m
e
c
h
a
n
i
c
a
l
s
p
l
i
c
e
c
o
u
p
l
e
r
s
c
a
p
a
b
l
e
o
f
d
e
v
e
l
o
p
i
n
g
1
2
5
%
o
f
t
h
e
s
p
e
c
i
f
i
e
d
b
a
r
s
t
r
e
n
g
t
h
.
3
.
C
O
N
S
T
R
U
C
T
I
O
N
:
A
.
D
e
t
a
i
l
,
b
o
l
s
t
e
r
,
a
n
d
s
u
p
p
o
r
t
a
l
l
r
e
b
a
r
.
T
i
e
b
a
r
s
s
e
c
u
r
e
l
y
w
i
t
h
p
r
o
p
e
r
c
l
e
a
r
a
n
c
e
s
b
e
f
o
r
e
c
a
s
t
i
n
g
c
o
n
c
r
e
t
e
.
B
.
U
s
e
r
e
b
a
r
f
r
e
e
o
f
l
o
o
s
e
f
l
a
k
y
r
u
s
t
,
s
c
a
l
e
,
g
r
e
a
s
e
,
o
i
l
,
d
i
r
t
,
a
n
d
o
t
h
e
r
m
a
t
e
r
i
a
l
s
,
w
h
i
c
h
a
f
f
e
c
t
o
r
i
m
p
a
i
r
b
o
n
d
.
C
.
P
l
a
c
e
r
e
b
a
r
c
o
n
t
i
n
u
o
u
s
i
n
w
a
l
l
s
,
b
e
a
m
s
,
c
o
l
u
m
n
s
,
s
l
a
b
s
,
f
o
o
t
i
n
g
s
,
e
t
c
.
D
.
M
i
n
i
m
u
m
l
a
p
s
p
l
i
c
e
s
(
I
n
c
h
e
s
)
,
f
o
r
n
o
r
m
a
l
w
e
i
g
h
t
c
o
n
c
r
e
t
e
,
U
N
O
:
C
o
n
c
r
e
t
e
:
M
a
s
o
n
r
y
:
S
e
e
s
c
h
e
d
u
l
e
"
M
A
S
O
N
R
Y
-
M
I
N
I
M
U
M
B
A
R
L
A
P
L
E
N
G
T
H
S
"
I
n
s
u
s
p
e
n
d
e
d
s
l
a
b
s
a
n
d
b
e
a
m
s
,
m
a
k
e
t
o
p
b
a
r
s
p
l
i
c
e
s
a
t
m
i
d
-
s
p
a
n
s
a
n
d
b
o
t
t
o
m
b
a
r
s
p
l
i
c
e
s
a
t
s
u
p
p
o
r
t
s
,
U
N
O
.
E
.
M
a
k
e
c
o
l
d
b
e
n
d
s
.
D
O
N
O
T
u
s
e
h
e
a
t
.
B
e
n
d
s
i
n
t
h
e
f
a
b
r
i
c
a
t
o
r
'
s
s
h
o
p
,
U
N
O
.
D
O
N
O
T
u
n
b
e
n
d
o
r
r
e
b
e
n
d
a
p
r
e
v
i
o
u
s
l
y
b
e
n
t
b
a
r
.
F
.
M
i
n
i
m
u
m
c
o
n
c
r
e
t
e
c
o
v
e
r
:
(
s
e
c
u
r
e
l
y
p
o
s
i
t
i
o
n
a
n
d
a
n
c
h
o
r
r
e
b
a
r
p
r
i
o
r
t
o
p
o
u
r
)
C
a
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
"
E
x
p
o
s
e
d
t
o
e
a
r
t
h
o
r
w
e
a
t
h
e
r
:
#
6
a
n
d
l
a
r
g
e
r
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
2
"
#
5
a
n
d
s
m
a
l
l
e
r
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
1
-
1
/
2
"
N
O
T
e
x
p
o
s
e
d
t
o
e
a
r
t
h
o
r
w
e
a
t
h
e
r
:
S
l
a
b
s
,
w
a
l
l
s
a
n
d
j
o
i
s
t
,
#
1
1
&
s
m
a
l
l
e
r
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
3
/
4
"
B
e
a
m
s
,
c
o
l
u
m
n
s
:
M
a
i
n
r
e
i
n
f
o
r
c
i
n
g
o
r
t
i
e
s
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
1
-
1
/
2
"
S
l
a
b
s
-
O
n
-
G
r
a
d
e
(
S
O
G
)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
C
e
n
t
e
r
o
f
s
l
a
b
,
U
N
O
G
.
D
O
N
O
T
w
e
l
d
r
e
i
n
f
o
r
c
i
n
g
u
n
l
e
s
s
s
p
e
c
i
f
i
c
a
l
l
y
n
o
t
e
d
.
U
s
e
E
-
9
0
X
X
e
l
e
c
t
r
o
d
e
s
a
n
d
A
S
T
M
A
7
0
6
r
e
i
n
f
o
r
c
i
n
g
.
C
o
m
p
l
y
w
i
t
h
A
W
S
r
e
q
u
i
r
e
m
e
n
t
s
.
H
.
U
s
e
e
p
o
x
y
c
o
a
t
e
d
r
e
i
n
f
o
r
c
i
n
g
w
h
e
n
s
p
e
c
i
f
i
c
a
l
l
y
n
o
t
e
d
.
I
n
c
r
e
a
s
e
l
a
p
s
p
l
i
c
e
l
e
n
g
t
h
s
b
y
a
f
a
c
t
o
r
o
f
1
.
2
.
C
o
n
c
r
e
t
e
D
e
v
e
l
o
p
m
e
n
t
L
a
p
S
p
l
i
c
e
(
i
n
c
h
e
s
)
B
a
r
S
i
z
e
G
r
a
d
e
6
0
2
8
D
a
y
C
y
l
i
n
d
e
r
C
o
n
c
r
e
t
e
S
t
r
e
n
g
t
h
(
p
s
i
)
2
5
0
0
3
0
0
0
3
5
0
0
4
0
0
0
4
5
0
0
5
0
0
0
6
0
0
0
#
3
1
9
1
8
1
6
1
5
1
4
1
4
1
3
#
4
2
5
2
4
2
2
2
0
1
9
1
8
1
7
#
5
3
2
2
9
2
7
2
5
2
4
2
3
2
1
#
6
3
8
3
5
3
2
3
0
2
8
2
7
2
5
#
7
6
9
6
3
5
8
5
4
5
1
4
9
4
5
#
8
7
8
7
2
6
6
6
2
5
9
5
6
5
1
#
9
8
8
8
1
7
5
7
0
6
6
6
3
5
7
MASONRY1.CODES AND STANDARDS: Comply with ACI 530, "Building Code Requirements
f
o
r
M
a
s
o
n
r
y
S
t
r
u
c
t
u
r
e
s
"
.
2.MATERIALS:A.Minimum net area compressive strength of masonry, f'm = 1500 psi. 1. Determine the compressive strength of masonry by either of the two followi
n
g
m
e
t
h
o
d
s
:
a. Unit strength method. 1. Lightweight or Medium weight concrete masonry units. ASTM C90
,
G
r
a
d
e
N
,
T
y
p
e
1
.
M
i
n
i
m
u
m
compressive strength = 1900 psi at 28 days (net area). 2. Grout shall conform to ASTM C476 with a minimum compressive st
r
e
n
g
t
h
o
f
2
0
0
0
p
s
i
a
t
2
8
d
a
y
s
.
U
s
e
a
fluid consistent grout, which may contain additional pea gravel if gr
o
u
t
s
p
a
c
e
s
a
r
e
4
"
o
r
m
o
r
e
i
n
e
v
e
r
y
direction. Limit fly ash to 20% of the total cement. b. Prism test method. 1. Minimum compressive strength of masonry prism tests at 28 days,
f
'
m
a
s
s
p
e
c
i
f
i
e
d
a
b
o
v
e
.
2. The establishment of f'm by prism testing shall be accomplished pri
o
r
t
o
c
o
n
s
t
r
u
c
t
i
o
n
.
B.Type "S" Portland cement-lime mortar. Minimum compressive strength = 1800
p
s
i
a
t
2
8
d
a
y
s
.
N
o
a
d
d
i
t
i
v
e
s
.
1.CONSTRUCTION:A.Store masonry under cover at the job site.B.Fully bed face shells.C.Tool Mortar joints concave.D.DO NOT use mortar for grout.E.DO NOT use any frozen materials.F.Use either low or high lift grouting procedures.G.Consolidate grout by mechanical vibration during placing and reconsolidated af
t
e
r
e
x
c
e
s
s
m
o
i
s
t
u
r
e
h
a
s
b
e
e
n
a
b
s
o
r
b
e
d
but before workability is lost (45 minutes max.).H.Grout solid cells containing rebar, bolts, anchors, etc.I.Grout steel joist and steel beam pockets solid, UNO.J.Provide 1" of grout around bolts in side shells.K.DO NOT allow penetration through any beam, column, pier, or jamb without th
e
E
O
R
'
s
a
p
p
r
o
v
a
l
.
O
t
h
e
r
w
i
s
e
,
r
e
-
r
o
u
t
e
penetrations at those locations.L.Prior to placing masonry, check with trades to insure proper placement of open
i
n
g
s
,
b
l
o
c
k
o
u
t
s
,
s
l
e
e
v
e
s
,
c
o
n
d
u
i
t
s
,
b
o
l
t
s
,
inserts, embeds, dowels, etc.4.WALLS:A.Use running bond. Build corners and intersections as an integral unit.B.Dowel vertical reinforcing to the structure below and above with the same size
b
a
r
a
n
d
s
p
a
c
i
n
g
,
U
N
O
.
C.Place vertical reinforcing at the centerline of the wall unless each face (E.F.) is
s
p
e
c
i
f
i
e
d
,
U
N
O
.
D.Provide vertical reinforcing in grouted cells at corners and intersections.E.Terminate horizontal reinforcing at wall ends or openings with standard hooks
o
r
c
o
r
n
e
r
t
y
p
e
b
a
r
s
.
P
r
o
v
i
d
e
c
o
r
n
e
r
b
a
r
s
of the same size bar and spacing as the horizontal reinforcing at corners and in
t
e
r
s
e
c
t
i
o
n
s
.
F.Make horizontal bars continuous where concrete walls, columns, or pilasters in
t
e
r
f
a
c
e
s
.
P
r
o
v
i
d
e
a
k
e
y
b
e
t
w
e
e
n
t
h
e
masonry and concrete. Grout key solid.G.Construct bond beams at the top course and at floor and roof diaphragm interf
a
c
e
s
.
H.Construct penetrations thru walls as they are being laid. Add 2-#5 bars in grout
e
d
c
e
l
l
s
o
n
a
l
l
s
i
d
e
s
o
f
o
p
e
n
i
n
g
w
h
i
c
h
exceed 24 inches in either direction, UNO. Extend vertical edge bars the full h
e
i
g
h
t
o
f
t
h
e
w
a
l
l
b
e
t
w
e
e
n
f
l
o
o
r
o
r
r
o
o
f
support. Extend horizontal edge bars 24 inches beyond the opening edges.I.DO NOT place construction or expansion joints in beams, headers, columns or
s
u
p
p
o
r
t
s
,
U
N
O
.
5.BEAMS:A.Build beams as an integral part of their supports. No toothing or doweling is per
m
i
t
t
e
d
.
P
r
o
v
i
d
e
m
a
s
o
n
r
y
u
n
i
t
s
w
i
t
h
o
n
e
opened end (No back-to-back end shells). Grout beams solid the full depth as
s
h
o
w
n
i
n
t
h
e
m
a
s
o
n
r
y
b
e
a
m
s
c
h
e
d
u
l
e
.
B.Reinforcing in the masonry beam schedule is in addition to standard wall reinfo
r
c
i
n
g
.
C.Place horizontal top bars in the top 4 inches of the beam and extend 72 bar dia
m
e
t
e
r
s
b
e
y
o
n
d
t
h
e
e
d
g
e
o
f
t
h
e
o
p
e
n
i
n
g
or terminate with a hook. Splice bars at mid-spans, UNO.D.Place horizontal bottom bars in the bottom 4 inches of the beam and extend 24
i
n
c
h
e
s
b
e
y
o
n
d
t
h
e
e
d
g
e
o
f
t
h
e
o
p
e
n
i
n
g
or terminate with a hook. Splice bars at supports, UNO.E.Hook vertical stirrups around bottom horizontal bars. Also hook them around t
h
e
t
o
p
h
o
r
i
z
o
n
t
a
l
b
a
r
s
o
r
e
x
t
e
n
d
t
h
e
m
i
n
t
o
the wall above the beam a minimum of 48 bar diameters. Grout solid.
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
(
G
S
N
)
S
1
.
0
W
C
A
P
R
O
J
E
C
T
N
O
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
R
V
D
E
A
L
E
R
S
H
I
P
R
E
X
B
U
R
G
,
I
D
c
o
n
s
u
l
t
a
n
t
s
2
1
1
7
2
W
C
A
J
C
I
S
S
U
E
D
A
T
E
:
R
E
V
.
-
8
/
1
9
/
2
0
2
1
D
A
T
E
-
D
E
S
C
.
-
a
r
c
h
i
t
e
c
t
u
r
e
p
l
a
n
n
i
n
g
i
n
t
e
r
i
o
r
s
c
l
a
r
i
t
y
d
e
s
i
g
n
g
r
o
u
p
5
5
2
5
s
o
u
t
h
9
0
0
e
a
s
t
,
s
t
e
3
4
0
m
u
r
r
a
y
,
u
t
a
h
8
4
1
1
7
t
.
3
8
5
.
2
4
7
.
8
5
7
0
S
H
E
E
T
T
I
T
L
E
4
4
2
N
o
r
t
h
M
a
i
n
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
B
o
u
n
t
i
f
u
l
,
U
t
a
h
8
4
0
1
0
(
8
0
1
)
2
9
8
-
1
1
1
8
,
O
f
f
i
c
e
2
9
8
-
1
1
2
2
F
a
x
E
n
g
i
n
e
e
r
i
n
g
i
n
c
.
S
t
r
u
c
t
u
r
a
l
e
-
m
a
i
l
:
w
c
a
@
w
c
a
e
n
g
.
c
o
m
8
/
1
9
/
2
0
2
1
1
/
8
1
2
3
3
4
5
1
/
8
6
1
/
8
2
A
T
2
4
1
/
8
2
A
T
2
4
S
T
E
E
L
S
T
U
D
B
E
A
M
S
C
H
E
D
U
L
E
M
A
R
K
B
E
A
M
E
N
D
S
U
P
P
O
R
T
B
-
1
(
2
)
6
0
0
S
2
0
0
-
4
3
(
2
)
6
0
0
S
2
0
0
-
4
3
J
A
M
B
S
T
U
D
S
,
U
N
O
.
S
E
E
S
E
C
T
I
O
N
B
E
L
O
W
B
-
2
(
2
)
6
0
0
S
2
0
0
-
5
4
(
2
)
6
0
0
S
2
0
0
-
5
4
J
A
M
B
S
T
U
D
S
,
U
N
O
.
S
E
E
S
E
C
T
I
O
N
B
E
L
O
W
B
-
3
(
3
)
6
0
0
S
2
0
0
-
4
3
(
2
)
6
0
0
S
2
0
0
-
4
3
J
A
M
B
S
T
U
D
S
,
U
N
O
.
S
E
E
S
E
C
T
I
O
N
B
E
L
O
W
&
D
E
T
A
I
L
3
/
S
4
.
1
B
-
4
(
2
)
8
0
0
S
2
0
0
-
6
8
(
2
)
6
0
0
S
2
0
0
-
6
8
J
A
M
B
S
T
U
D
S
,
U
N
O
.
S
E
E
S
E
C
T
I
O
N
B
E
L
O
W
B
-
5
(
2
)
8
0
0
S
2
0
0
-
9
7
(
2
)
6
0
0
S
2
0
0
-
9
7
J
A
M
B
S
T
U
D
S
,
U
N
O
.
S
E
E
S
E
C
T
I
O
N
B
E
L
O
W
B
-
6
(
3
)
1
0
0
0
S
2
0
0
-
9
7
(
2
)
6
0
0
S
2
0
0
-
9
7
J
A
M
B
S
T
U
D
S
,
U
N
O
.
S
E
E
S
E
C
T
I
O
N
B
E
L
O
W
&
D
E
T
A
I
L
3
/
S
4
.
1
K
E
Y
N
O
T
E
S
:
1
.
J
A
M
B
S
T
U
D
S
,
P
E
R
S
C
H
E
D
U
L
E
2
.
B
O
X
E
D
H
E
A
D
E
R
,
S
E
E
S
C
H
E
D
U
L
E
A
N
D
P
L
A
N
3
.
H
E
A
D
E
R
T
R
A
C
K
,
M
A
T
C
H
S
T
U
D
F
R
A
M
I
N
G
4
.
C
R
I
P
P
L
E
S
T
U
D
,
M
A
T
C
H
S
T
U
D
F
R
A
M
I
N
G
5
.
L
3
x
2
x
1
4
G
A
(
L
L
V
)
B
E
A
R
I
N
G
A
N
G
L
E
6
.
4
"
S
T
U
D
W
E
B
S
T
I
F
F
E
N
E
R
,
M
A
T
C
H
G
A
A
N
D
D
E
P
T
H
O
F
H
E
A
D
E
R
,
W
I
T
H
(
4
)
#
1
0
S
C
R
E
W
S
.
C
R
I
P
P
L
E
S
T
U
D
R
E
Q
'
D
.
A
T
E
A
C
H
E
N
D
O
F
E
A
C
H
B
E
A
M
M
E
M
B
E
R
S
T
E
E
L
S
T
U
D
W
A
L
L
S
T
U
D
S
C
H
E
D
U
L
E
M
A
R
K
W
A
L
L
S
T
U
D
S
S
P
A
C
I
N
G
W
E
B
S
T
I
F
F
E
N
E
R
S
A
T
S
U
P
P
O
R
T
S
S
-
1
4
0
0
S
1
6
2
-
3
3
1
6
"
O
.
C
.
N
O
T
R
E
Q
'
D
S
-
2
6
0
0
S
1
6
2
-
3
3
1
6
"
O
.
C
.
N
O
T
R
E
Q
'
D
S
-
3
6
0
0
S
1
6
2
-
4
3
1
6
"
O
.
C
.
N
O
T
R
E
Q
'
D
S
T
E
E
L
S
T
U
D
J
O
I
S
T
S
C
H
E
D
U
L
E
M
A
R
K
J
O
I
S
T
S
P
A
C
I
N
G
W
E
B
S
T
I
F
F
E
N
E
R
S
A
T
S
U
P
P
O
R
T
S
J
-
1
6
0
0
S
1
6
2
-
4
3
1
6
"
O
.
C
.
N
O
T
R
E
Q
'
D
J
-
2
6
0
0
S
1
6
2
-
5
4
1
6
"
O
.
C
.
N
O
T
R
E
Q
'
D
1
.
B
O
U
N
D
A
R
I
E
S
E
X
I
S
T
A
T
A
L
L
D
I
A
P
H
R
A
G
M
-
S
H
E
A
R
W
A
L
L
I
N
T
E
R
F
A
C
E
S
A
N
D
A
L
O
N
G
A
L
L
S
T
R
U
C
T
U
R
A
L
E
L
E
M
E
N
T
S
T
H
A
T
T
R
A
N
S
F
E
R
D
I
A
P
H
R
A
G
M
F
O
R
C
E
S
I
N
T
O
T
H
O
S
E
W
A
L
L
S
.
2
.
T
H
I
S
J
O
I
N
T
D
E
T
E
R
M
I
N
E
S
I
F
T
H
E
D
I
A
P
H
R
A
G
M
I
S
B
L
O
C
K
E
D
O
R
U
N
B
L
O
C
K
E
D
.
3
.
S
H
E
A
T
H
I
N
G
O
R
I
E
N
T
A
T
I
O
N
:
L
O
N
G
D
I
R
E
C
T
I
O
N
(
S
T
R
O
N
G
A
X
I
S
)
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
F
R
A
M
I
N
G
&
S
H
O
R
T
D
I
R
E
C
T
I
O
N
(
W
E
A
K
A
X
I
S
)
P
A
R
A
L
L
E
L
T
O
F
R
A
M
I
N
G
.
4
.
S
P
E
C
I
F
I
E
D
N
A
I
L
S
A
R
E
C
O
M
M
O
N
A
N
D
S
H
A
L
L
C
O
R
R
E
S
P
O
N
D
T
O
T
H
E
F
O
L
L
O
W
I
N
G
D
I
A
M
E
T
E
R
S
A
N
D
L
E
N
G
T
H
S
:
(
1
0
d
-
0
.
1
4
8
"
Ø
&
3
"
L
O
N
G
;
8
d
-
0
.
1
3
1
"
Ø
&
2
-
1
/
2
"
L
O
N
G
)
,
O
T
H
E
R
W
I
S
E
C
O
N
T
A
C
T
E
O
R
.
U
S
I
N
G
N
A
I
L
S
O
T
H
E
R
T
H
A
N
T
H
O
S
E
S
P
E
C
I
F
I
E
D
M
A
Y
R
E
S
U
L
T
I
N
T
H
E
D
E
M
O
L
I
T
I
O
N
O
F
W
O
R
K
A
N
D
F
R
A
M
I
N
G
T
O
B
E
R
E
P
L
A
C
E
D
.
B
L
O
C
K
I
N
G
,
I
F
R
E
Q
'
D
S
E
E
T
A
B
L
E
A
B
O
V
E
F
A
S
T
E
N
I
N
G
A
T
C
O
N
T
I
N
U
O
U
S
P
A
N
E
L
J
O
I
N
T
S
,
S
E
E
N
O
T
E
2
.
B
L
O
C
K
I
N
G
C
U
T
A
N
D
F
I
T
T
E
D
B
E
T
W
E
E
N
J
O
I
S
T
A
T
A
L
L
C
O
N
T
I
N
U
O
U
S
P
A
N
E
L
E
D
G
E
S
F
A
S
T
E
N
I
N
G
A
T
B
O
U
N
D
A
R
I
E
S
,
S
E
E
N
O
T
E
1
.
F
A
S
T
E
N
I
N
G
I
N
"
F
I
E
L
D
"
R
O
O
F
J
O
I
S
T
S
O
R
T
R
U
S
S
E
S
F
A
S
T
E
N
I
N
G
A
T
N
O
N
-
C
O
N
T
I
N
U
O
U
S
P
A
N
E
L
J
O
I
N
T
S
4
'
x
8
'
P
A
N
E
L
S
(
T
Y
P
.
)
F
A
S
T
E
N
I
N
G
A
T
B
O
U
N
D
A
R
I
E
S
,
S
E
E
N
O
T
E
1
.
W
O
O
D
D
I
A
P
H
R
A
G
M
F
A
S
T
E
N
I
N
G
A
N
D
S
H
E
A
T
H
I
N
G
S
C
H
E
D
U
L
E
MARK
S
H
E
A
T
H
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
N
A
I
L
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
THICK
SPAN
RATING
NAIL/SCREW
SIZE
S = SCREW
N = NAIL
BOUNDARY
ELEMENTS
CONT. PANEL
JOINTS
NON-CONT.
PANEL
JOINTS
FIELD
SPACING
BLOCKING
REQ'D
W
D
-
1
1
9
/
3
2
"
4
0
/
2
0
#
8
(
S
)
6
"
O
.
C
.
N
.
A
.
6
"
O
.
C
.
1
2
"
O
.
C
.
N
O
W
D
-
2
2
3
/
3
2
"
4
8
/
2
4
#
1
0
(
S
)
6
"
O
.
C
.
N
.
A
.
6
"
O
.
C
.
1
2
"
O
.
C
.
N
O
W
D
-
3
2
3
/
3
2
"
4
8
/
2
4
1
0
d
(
N
)
6
"
O
.
C
.
N
.
A
.
6
"
O
.
C
.
1
2
"
O
.
C
.
N
O
1
.
A
L
L
S
C
R
E
W
S
S
H
A
L
L
B
E
F
L
A
T
H
E
A
D
S
E
L
F
-
D
R
I
L
L
I
N
G
T
A
P
P
I
N
G
S
S
C
R
E
W
S
.
2
.
A
L
L
S
T
U
D
S
A
N
D
T
R
A
C
K
S
S
H
A
L
L
M
E
E
T
T
H
E
M
A
T
E
R
I
A
L
S
R
E
Q
U
I
R
E
M
E
N
T
S
S
P
E
C
I
F
I
E
D
I
N
T
H
E
G
E
N
E
R
A
L
N
O
T
E
S
.
3
.
P
R
O
V
I
D
E
S
I
N
G
L
E
T
R
A
C
K
A
T
T
O
P
&
B
O
T
T
O
M
O
F
W
A
L
L
,
T
Y
P
I
C
A
L
U
.
N
.
O
.
4
.
P
R
O
V
I
D
E
S
P
L
I
C
E
S
I
N
P
L
A
T
E
S
C
E
N
T
E
R
E
D
O
V
E
R
S
T
U
D
S
O
N
L
Y
.
5
.
P
R
O
V
I
D
E
F
U
L
L
H
E
I
G
H
T
S
T
U
D
S
B
E
T
W
E
E
N
F
R
A
M
I
N
G
L
E
V
E
L
S
,
T
Y
P
I
C
A
L
,
U
.
N
.
O
.
6
.
U
S
E
E
X
P
O
S
U
R
E
1
A
P
A
R
A
T
E
D
S
H
E
A
T
H
I
N
G
W
I
T
H
A
M
I
N
I
M
U
M
S
P
A
N
I
N
D
E
X
O
F
2
4
/
1
6
.
7
.
H
O
R
I
Z
O
N
T
A
L
S
P
L
I
C
E
S
I
N
S
H
E
A
T
H
I
N
G
S
H
A
L
L
N
O
T
O
C
C
U
R
A
T
H
O
R
I
Z
O
N
T
A
L
J
O
I
N
T
S
I
N
F
R
A
M
I
N
G
.
D
O
N
O
T
P
L
A
C
E
J
O
I
N
T
S
A
T
T
O
P
E
D
G
E
O
F
T
O
P
P
L
A
T
E
O
R
A
T
B
O
T
T
O
M
E
D
G
E
O
F
A
N
U
P
P
E
R
W
A
L
L
S
I
L
L
P
L
A
T
E
.
8
.
A
N
C
H
O
R
B
O
L
T
S
S
H
A
L
L
I
N
C
L
U
D
E
S
T
E
E
L
P
L
A
T
E
W
A
S
H
E
R
S
W
I
T
H
A
M
I
N
I
M
U
M
0
.
2
2
9
"
x
3
"
x
3
"
I
N
S
I
Z
E
.
9
.
A
N
C
H
O
R
B
O
L
T
S
I
N
T
R
A
C
K
S
S
H
A
L
L
B
E
P
L
A
C
E
D
S
O
A
S
N
O
T
T
O
C
O
I
N
C
I
D
E
W
/
T
H
E
L
O
C
A
T
I
O
N
O
F
T
H
E
S
T
U
D
S
A
B
O
V
E
.
H
D
=
H
O
L
D
O
W
N
E
M
B
E
D
.
=
E
M
B
E
D
M
E
N
T
L
E
N
G
T
H
I
N
T
O
C
O
N
C
R
E
T
E
D
&
E
=
D
R
I
L
L
E
D
&
E
P
O
X
Y
A
N
C
H
O
R
N
O
T
E
S
:
1
.
W
A
S
H
E
R
R
E
Q
U
I
R
E
D
U
N
D
E
R
A
L
L
B
O
L
T
N
U
T
S
,
I
N
C
L
U
D
I
N
G
N
U
T
S
O
N
A
N
C
H
O
R
B
O
L
T
.
S
T
U
D
S
I
Z
E
R
E
P
R
E
S
E
N
T
S
T
H
E
M
I
N
I
M
U
M
S
I
Z
E
A
N
D
N
U
M
B
E
R
O
F
S
T
U
D
S
R
E
Q
U
I
R
E
D
A
T
H
O
L
D
O
W
N
.
2
.
A
L
L
S
T
U
D
S
A
T
T
A
C
H
E
D
T
O
H
O
L
D
O
W
N
A
R
E
R
E
Q
U
I
R
E
D
T
O
B
E
S
C
R
E
W
E
D
W
I
T
H
T
H
E
R
E
Q
U
I
R
E
D
P
A
N
E
L
E
D
G
E
N
A
I
L
I
N
G
O
R
4
"
o
.
c
.
M
I
N
I
M
U
M
W
H
I
C
H
E
V
E
R
I
S
M
O
R
E
R
E
S
T
R
I
C
T
I
V
E
.
3
.
I
N
S
T
A
L
L
H
O
L
D
O
W
N
P
E
R
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
,
U
N
O
.
S
I
M
P
S
O
N
S
T
R
O
N
G
-
T
I
E
H
O
L
D
O
W
N
A
N
C
H
O
R
S
C
H
E
D
U
L
E
M
A
R
K
M
O
D
E
L
A
N
C
H
O
R
o
r
T
I
E
B
O
L
T
S
T
U
D
S
I
Z
E
(
M
I
N
I
M
U
M
)
H
D
t
o
S
T
U
D
C
O
N
N
E
C
T
I
O
N
H
D
-
1
S
/
H
D
U
4
S
I
M
P
S
O
N
P
A
B
5
(
2
)
3
3
M
I
L
S
T
U
D
S
B
A
C
K
T
O
B
A
C
K
(
6
)
#
1
4
S
C
R
E
W
S
P
L
Y
W
O
O
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
F
O
R
S
T
E
E
L
S
T
U
D
F
R
A
M
I
N
G
M
A
R
K
A
.
P
.
A
.
R
A
T
E
D
S
H
E
A
T
H
I
N
G
A
T
T
A
C
H
M
E
N
T
S
C
R
E
W
S
S
I
L
L
P
L
A
T
E
B
O
L
T
S
T
O
F
O
U
N
D
A
T
I
O
N
P
A
N
E
L
E
D
G
E
S
I
N
T
E
R
M
E
D
.
S
U
P
P
O
R
T
A
7
/
1
6
(
1
)
S
I
D
E
#
8
A
T
6
"
O
.
C
.
#
8
A
T
1
2
"
O
.
C
.
H
I
L
T
I
K
W
I
K
B
O
L
T
T
Z
5
/
8
"
Ø
A
T
3
2
"
O
.
C
.
,
4
"
E
M
B
E
D
.
C
O
N
C
R
E
T
E
W
A
L
L
S
C
H
E
D
U
L
E
M
A
R
K
T
H
I
C
K
N
E
S
S
V
E
R
T
I
C
A
L
R
E
I
N
F
.
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
.
N
O
T
E
S
C
W
-
1
8
"
#
4
A
T
1
8
"
O
.
C
.
#
4
A
T
1
2
"
O
.
C
.
(
2
)
#
5
T
O
P
&
B
O
T
T
O
M
,
T
Y
P
E
'
A
'
1
.
C
O
N
T
R
A
C
T
O
R
T
O
V
E
R
I
F
Y
A
L
L
W
A
L
L
T
H
I
C
K
N
E
S
S
W
/
A
R
C
H
I
T
E
C
T
.
2
.
P
R
O
V
I
D
E
C
O
R
N
E
R
B
A
R
S
A
T
A
L
L
C
O
R
N
E
R
S
A
N
D
I
N
T
E
R
S
E
C
T
I
N
G
W
A
L
L
S
,
S
E
E
D
E
T
A
I
L
2
/
S
4
.
0
.
3
.
W
H
E
N
A
S
I
N
G
L
E
C
U
R
T
A
I
N
O
F
R
E
I
N
F
O
R
C
I
N
G
I
S
S
P
E
C
I
F
I
E
D
,
P
L
A
C
E
T
H
E
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
I
N
T
H
E
C
E
N
T
E
R
O
F
T
H
E
W
A
L
L
,
T
Y
P
I
C
A
L
,
U
.
N
.
O
.
.
4
.
W
H
E
N
A
D
O
U
B
L
E
C
U
R
T
A
I
N
O
F
R
E
I
N
F
O
R
C
I
N
G
I
S
S
P
E
C
I
F
I
E
D
,
P
L
A
C
E
E
A
C
H
C
U
R
T
A
I
N
O
F
S
T
E
E
L
A
T
T
H
E
F
A
C
E
O
F
T
H
E
W
A
L
L
W
I
T
H
M
I
N
I
M
U
M
C
O
V
E
R
A
S
S
P
E
C
I
F
I
E
D
I
N
T
H
E
G
E
N
E
R
A
L
N
O
T
E
S
.
P
L
A
C
E
T
H
E
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
C
L
O
S
E
S
T
T
O
T
H
E
F
O
R
M
S
,
T
Y
P
I
C
A
L
,
U
.
N
.
O
.
.
5
.
P
R
O
V
I
D
E
D
O
W
E
L
S
W
I
T
H
S
T
A
N
D
A
R
D
H
O
O
K
S
T
O
T
H
E
S
T
R
U
C
T
U
R
E
B
E
L
O
W
W
I
T
H
S
I
Z
E
A
N
D
S
P
A
C
I
N
G
T
O
A
T
T
A
C
H
T
H
E
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
I
N
T
H
E
W
A
L
L
A
B
O
V
E
.
6
.
S
P
L
I
C
E
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
A
T
F
L
O
O
R
L
E
V
E
L
S
O
N
L
Y
,
T
Y
P
I
C
A
L
,
U
.
N
.
O
.
.
7
.
S
P
L
I
C
E
S
I
N
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
O
R
C
I
N
G
I
N
O
N
E
C
U
R
T
A
I
N
S
H
A
L
L
B
E
S
T
A
G
G
E
R
E
D
F
R
O
M
S
P
L
I
C
E
S
I
N
T
H
E
O
P
P
O
S
I
T
E
C
U
R
T
A
I
N
A
M
I
N
I
M
U
M
O
F
F
O
U
R
F
E
E
T
.
T
Y
P
E
A
:
S
I
N
G
L
E
C
U
R
T
A
I
N
A
T
W
A
L
L
C
E
N
T
E
R
L
I
N
E
V
E
R
T
.
R
E
I
N
F
.
C
E
N
T
E
R
E
D
I
N
W
A
L
L
H
O
R
I
Z
.
R
E
I
N
F
.
V
E
R
T
.
R
E
I
N
F
.
E
A
C
H
F
A
C
E
T
Y
P
E
B
:
D
O
U
B
L
E
C
U
R
T
A
I
N
H
O
R
I
Z
.
R
E
I
N
F
.
MIN. COVER SEE
GEN. NOTES TYPE.
F
O
O
T
I
N
G
S
C
H
E
D
U
L
E
M
A
R
K
S
I
Z
E
B
O
T
T
O
M
R
E
I
N
F
O
R
C
I
N
G
T
O
P
R
E
I
N
F
O
R
C
I
N
G
W
I
D
T
H
L
E
N
G
T
H
T
H
I
C
K
F
-
1
2
0
"
C
O
N
T
.
1
0
"
(
2
)
#
4
C
O
N
T
I
N
U
O
U
S
N
O
N
E
F
-
2
2
4
"
C
O
N
T
.
1
2
"
(
3
)
#
4
C
O
N
T
I
N
U
O
U
S
N
O
N
E
F
-
3
3
'
-
9
"
3
'
-
9
"
1
2
"
#
5
A
T
9
"
O
.
C
.
E
.
W
.
N
O
N
E
F
-
4
3
'
-
9
"
5
'
-
0
"
1
2
"
#
5
A
T
9
"
O
.
C
.
E
.
W
.
N
O
N
E
C
.
W
.
=
C
R
O
S
S
W
I
S
E
E
.
W
.
=
E
A
C
H
W
A
Y
L
.
W
.
=
L
E
N
G
T
H
W
I
S
E
1
.
B
E
A
R
F
O
O
T
I
N
G
S
O
N
P
R
O
P
E
R
L
Y
P
R
E
P
A
R
E
D
M
A
T
E
R
I
A
L
.
2
.
B
E
A
R
E
X
T
E
R
I
O
R
F
O
O
T
I
N
G
S
B
E
L
O
W
T
H
E
E
F
F
E
C
T
S
O
F
F
R
O
S
T
.
3
.
C
E
N
T
E
R
C
O
N
T
I
N
U
O
U
S
W
A
L
L
F
O
O
T
I
N
G
S
B
E
L
O
W
C
E
N
T
E
R
L
I
N
E
O
F
T
H
E
W
A
L
L
.
4
.
C
E
N
T
E
R
S
P
R
E
A
D
O
R
S
P
O
T
F
O
O
T
I
N
G
S
B
E
L
O
W
T
H
E
C
E
N
T
E
R
O
F
S
T
R
U
C
T
U
R
A
L
C
O
L
U
M
N
A
B
O
V
E
.
5
.
P
R
O
V
I
D
E
2
x
4
B
E
V
E
L
E
D
K
E
Y
W
A
Y
S
I
N
C
O
N
T
I
N
U
O
U
S
W
A
L
L
F
O
O
T
I
N
G
S
.
U
N
O
6
.
P
R
O
V
I
D
E
3
"
C
L
E
A
R
C
O
N
C
R
E
T
E
C
O
V
E
R
A
T
B
O
T
T
O
M
R
E
I
N
F
.
,
U
N
O
.
7
.
P
R
O
V
I
D
E
D
O
W
E
L
S
W
I
T
H
S
T
A
N
D
A
R
D
H
O
O
K
F
R
O
M
F
O
O
T
I
N
G
S
T
O
A
N
Y
R
E
I
N
F
O
R
C
E
D
E
L
E
M
E
N
T
A
B
O
V
E
.
D
O
W
E
L
S
I
Z
E
T
O
M
A
T
C
H
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
I
N
E
L
E
M
E
N
T
A
B
O
V
E
.
U
N
O
8
.
A
N
Y
I
N
C
R
E
A
S
E
I
N
T
H
E
S
I
Z
E
O
F
F
O
O
T
I
N
G
S
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
V
E
N
I
E
N
C
E
,
M
A
Y
R
E
Q
U
I
R
E
A
D
D
I
T
I
O
N
A
L
R
E
I
N
F
O
R
C
I
N
G
.
C
O
O
R
D
I
N
A
T
E
W
I
T
H
T
H
E
E
O
R
1
.
P
R
O
V
I
D
E
A
M
I
N
I
M
U
M
O
F
T
W
O
S
E
T
S
O
F
T
I
E
S
I
N
T
H
E
T
O
P
F
I
V
E
I
N
C
H
E
S
O
F
E
V
E
R
Y
C
O
L
U
M
N
,
T
Y
P
.
,
U
.
N
.
O
.
P
R
O
V
I
D
E
T
I
E
S
E
T
S
A
T
O
N
E
-
H
A
L
F
T
H
E
S
P
A
C
I
N
G
S
H
O
W
N
I
N
T
H
E
S
C
H
E
D
U
L
E
F
O
R
A
M
I
N
I
M
U
M
O
F
1
/
6
T
H
E
C
L
E
A
R
S
P
A
N
,
T
H
E
M
A
X
I
M
U
M
C
R
O
S
S
S
E
C
T
I
O
N
A
L
D
I
M
E
N
S
I
O
N
O
F
T
H
E
C
O
L
U
M
N
,
O
R
1
8
I
N
C
H
E
S
,
T
O
P
A
N
D
B
O
T
T
O
M
,
T
Y
P
.
,
U
.
N
.
O
.
2
.
P
E
N
E
T
R
A
T
I
O
N
S
T
H
R
O
U
G
H
C
O
N
C
R
E
T
E
C
O
L
U
M
N
S
I
S
N
O
T
A
L
L
O
W
E
D
,
T
Y
P
.
U
.
N
.
O
.
C
P
-
1
C
O
N
C
R
E
T
E
P
I
E
R
S
C
H
E
D
U
L
E
M
A
R
K
W
I
D
T
H
L
E
N
G
T
H
V
E
R
T
I
C
A
L
R
E
I
N
F
.
T
I
E
S
E
T
S
C
P
-
1
2
'
-
0
"
2
'
-
0
"
(
8
)
#
5
#
3
A
T
9
"
O
.
C
.
W
/
(
3
)
A
T
2
"
O
.
C
.
T
O
P
C
P
-
2
2
'
-
0
"
3
'
-
4
"
(
1
2
)
#
5
#
3
A
T
9
"
O
.
C
.
W
/
(
3
)
A
T
2
"
O
.
C
.
T
O
P
C
P
-
2
M
A
S
O
N
R
Y
W
A
L
L
S
C
H
E
D
U
L
E
M
A
R
K
T
H
I
C
K
V
E
R
T
I
C
A
L
R
E
I
N
F
.
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
.
W
A
L
L
C
O
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
M
W
-
1
8
"
(
1
)
#
5
A
T
3
2
"
O
.
C
.
(
1
)
#
5
A
T
4
8
"
O
.
C
.
1
.
T
E
R
M
I
N
A
T
E
A
L
L
R
E
I
N
F
O
R
C
I
N
G
(
B
O
T
H
V
E
R
T
I
C
A
L
A
N
D
H
O
R
I
Z
O
N
T
A
L
)
W
I
T
H
A
S
T
A
N
D
A
R
D
H
O
O
K
,
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
.
2
.
D
O
N
O
T
S
O
L
I
D
G
R
O
U
T
W
A
L
L
S
U
N
L
E
S
S
S
P
E
C
I
F
I
C
A
L
L
Y
N
O
T
E
D
O
N
P
L
A
N
S
.
3
.
S
O
L
I
D
G
R
O
U
T
A
L
L
C
E
L
L
S
W
I
T
H
R
E
I
N
F
O
R
C
I
N
G
A
N
D
/
O
R
E
M
B
E
D
S
,
T
Y
P
I
C
A
L
.
4
.
L
A
Y
B
L
O
C
K
I
N
R
U
N
N
I
N
G
B
O
N
D
,
T
Y
P
I
C
A
L
,
U
N
O
.
(
I
F
S
T
A
C
K
B
O
N
D
I
S
R
E
Q
'
D
.
C
O
N
T
A
C
T
E
O
R
F
O
R
R
E
Q
'
D
.
R
E
I
N
F
.
)
5
.
T
O
O
L
M
O
R
T
A
R
J
O
I
N
T
S
C
O
N
C
A
V
E
,
T
Y
P
I
C
A
L
,
U
N
O
.
6
.
P
R
O
V
I
D
E
M
I
N
I
M
U
M
C
O
V
E
R
F
O
R
R
E
I
N
F
O
R
C
I
N
G
P
E
R
T
H
E
G
E
N
E
R
A
L
N
O
T
E
S
.
7
.
P
R
O
V
I
D
E
C
O
R
N
E
R
B
A
R
S
A
T
C
O
R
N
E
R
S
A
N
D
I
N
T
E
R
S
E
C
T
I
N
G
W
A
L
L
S
.
8
.
D
O
W
E
L
T
O
T
H
E
S
T
R
U
C
T
U
R
E
B
E
L
O
W
W
I
T
H
B
A
R
S
M
A
T
C
H
I
N
G
T
H
E
V
E
R
T
I
C
A
L
W
A
L
L
R
E
I
N
F
O
R
C
I
N
G
,
U
N
O
.
9
.
P
L
A
C
E
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
I
N
T
H
E
C
E
N
T
E
R
O
F
T
H
E
W
A
L
L
U
N
L
E
S
S
E
A
C
H
F
A
C
E
I
S
S
P
E
C
I
F
I
E
D
.
1
0
.
R
E
M
O
V
E
B
A
C
K
-
T
O
-
B
A
C
K
F
A
C
E
S
H
E
L
L
S
A
T
I
N
T
E
R
S
E
C
T
I
N
G
W
A
L
L
S
.
A
L
T
E
R
N
A
T
E
R
E
M
O
V
E
D
F
A
C
E
S
H
E
L
L
S
,
C
O
U
R
S
E
B
Y
C
O
U
R
S
E
.
1
1
.
A
D
D
L
A
D
D
E
R
-
T
Y
P
E
J
O
I
N
T
R
E
I
N
F
O
R
C
I
N
G
O
F
2
-
#
9
W
I
R
E
S
(
3
-
#
9
W
I
R
E
S
W
I
T
H
V
E
N
E
E
R
)
A
T
1
6
"
O
.
C
.
H
O
R
I
Z
O
N
T
A
L
L
Y
I
N
A
L
L
M
A
S
O
N
R
Y
W
A
L
L
S
.
T
Y
P
I
C
A
L
B
E
A
M
S
E
C
T
I
O
N
S
T
Y
P
E
A
T
O
P
R
E
B
A
R
A
D
D
I
T
I
O
N
A
L
H
O
R
I
Z
.
(
2
)
#
4
@
2
4
"
o
.
c
.
F
O
R
T
Y
P
E
A
O
R
(
1
)
#
5
@
2
4
"
o
.
c
.
R
E
B
A
R
F
O
R
T
Y
P
E
B
.
B
O
T
T
O
M
R
E
B
A
R
S
T
I
R
R
U
P
S
,
A
L
T
E
R
N
A
T
E
D
I
R
E
C
T
I
O
N
S
.
S
E
E
S
C
H
E
D
U
L
E
F
O
R
S
I
Z
E
&
S
P
A
C
I
N
G
.
T
Y
P
E
B
T
O
P
R
E
B
A
R
A
D
D
I
T
I
O
N
A
L
H
O
R
I
Z
.
(
2
)
#
4
@
2
4
"
o
.
c
.
F
O
R
T
Y
P
E
A
O
R
(
1
)
#
5
@
2
4
"
o
.
c
.
R
E
B
A
R
F
O
R
T
Y
P
E
B
.
B
O
T
T
O
M
R
E
B
A
R
S
T
I
R
R
U
P
S
,
A
L
T
E
R
N
A
T
E
D
I
R
E
C
T
I
O
N
S
.
S
E
E
S
C
H
E
D
U
L
E
F
O
R
S
I
Z
E
&
S
P
A
C
I
N
G
.
DEPTH
W
I
D
T
H
W
I
D
T
H
DEPTH
M
A
S
O
N
R
Y
B
E
A
M
S
C
H
E
D
U
L
E
M
A
R
K
W
I
D
T
H
D
E
P
T
H
T
Y
P
E
H
O
R
I
Z
O
N
T
A
L
.
R
E
I
N
F
.
S
T
I
R
R
U
P
S
N
O
T
E
S
M
B
-
1
8
"
1
6
"
A
(
2
)
#
5
B
O
T
T
O
M
1
.
S
O
L
I
D
G
R
O
U
T
A
L
L
C
E
L
L
S
,
T
Y
P
I
C
A
L
.
2
.
U
S
E
O
P
E
N
E
N
D
E
D
U
N
I
T
S
T
H
R
O
U
G
H
O
U
T
M
A
S
O
N
R
Y
B
E
A
M
.
B
A
C
K
-
T
O
-
B
A
C
K
E
N
D
S
H
E
L
L
S
A
R
E
N
O
T
A
L
L
O
W
E
D
.
3
.
T
Y
P
I
C
A
L
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
O
R
C
I
N
G
D
E
T
A
I
L
I
N
G
:
A
.
S
P
L
I
C
E
T
O
P
B
A
R
S
A
T
M
I
D
S
P
A
N
O
N
L
Y
.
B
.
E
X
T
E
N
D
T
O
P
B
A
R
S
A
M
I
N
I
M
U
M
O
F
4
'
-
0
"
B
E
Y
O
N
D
T
H
E
F
A
C
E
T
H
E
O
P
E
N
I
N
G
O
R
T
E
R
M
I
N
A
T
E
W
I
T
H
A
S
T
A
N
D
A
R
D
H
O
O
K
,
U
N
O
.
C
.
S
P
L
I
C
E
B
O
T
T
O
M
B
A
R
S
A
T
S
U
P
P
O
R
T
S
O
N
L
Y
.
D
.
E
X
T
E
N
D
B
O
T
T
O
M
B
A
R
S
A
M
I
N
I
M
U
M
O
F
2
4
"
B
E
Y
O
N
D
T
H
E
F
A
C
E
O
F
T
H
E
O
P
E
N
I
N
G
O
R
T
E
R
M
I
N
A
T
E
W
I
T
H
A
S
T
A
N
D
A
R
D
H
O
O
K
,
U
N
O
.
4
.
H
O
O
K
S
T
I
R
R
U
P
S
A
R
O
U
N
D
H
O
R
I
Z
O
N
T
A
L
T
O
P
&
B
O
T
T
O
M
B
A
R
S
.
P
L
A
C
E
T
H
E
F
I
R
S
T
S
T
I
R
R
U
P
4
"
F
R
O
M
T
H
E
I
R
S
U
P
P
O
R
T
S
.
5
.
E
X
T
E
N
D
V
E
R
T
I
C
A
L
W
A
L
L
R
E
I
N
F
O
R
C
I
N
G
T
O
B
O
T
T
O
M
O
F
B
E
A
M
I
N
A
D
D
I
T
I
O
N
T
O
B
E
A
M
S
T
I
R
R
U
P
S
.
6
.
E
X
T
E
N
D
T
H
E
E
N
D
S
U
P
P
O
R
T
S
V
E
R
T
I
C
A
L
S
T
E
E
L
T
H
E
F
U
L
L
H
E
I
G
H
T
O
F
T
H
E
W
A
L
L
.
(
L
E
V
E
L
T
O
L
E
V
E
L
)
7
.
P
R
O
V
I
D
E
V
E
R
T
I
C
A
L
W
A
L
L
C
O
N
T
R
O
L
J
O
I
N
T
S
A
B
O
V
E
B
E
A
M
S
N
E
A
R
B
E
A
M
M
I
D
-
S
P
A
N
S
O
N
L
Y
,
U
N
O
.
D
O
N
O
T
P
L
A
C
E
C
O
N
T
R
O
L
J
O
I
N
T
S
A
T
O
R
N
E
A
R
F
A
C
E
O
F
S
U
P
P
O
R
T
S
O
R
E
X
T
E
N
D
J
O
I
N
T
S
T
H
R
U
T
H
E
B
E
A
M
S
.
8
.
D
O
N
O
T
A
L
L
O
W
P
E
N
E
T
R
A
T
I
O
N
S
T
H
R
O
U
G
H
M
A
S
O
N
R
Y
B
E
A
M
S
.
9
.
S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
1
.
T
H
E
S
E
L
A
P
S
A
R
E
R
E
Q
U
I
R
E
D
I
N
A
L
L
C
O
L
U
M
N
S
,
W
A
L
L
S
A
N
D
B
E
A
M
S
.
L
A
P
L
E
N
G
T
H
S
D
O
N
O
T
A
P
P
L
Y
T
O
H
O
O
K
S
O
R
C
O
L
U
M
N
T
I
E
S
.
2
.
T
H
E
B
A
R
C
O
V
E
R
D
I
S
T
A
N
C
E
,
K
,
S
H
A
L
L
B
E
T
A
K
E
N
A
S
T
H
E
L
E
A
S
T
D
I
M
E
N
S
I
O
N
A
S
S
H
O
W
N
H
E
R
E
.
3
.
F
O
R
B
A
R
C
O
V
E
R
D
I
S
T
A
N
C
E
S
,
K
,
N
O
T
S
H
O
W
N
C
O
N
T
A
C
T
E
.
O
.
R
.
4
.
M
I
N
I
M
U
M
Y
I
E
L
D
S
T
R
E
N
T
G
H
O
F
R
E
I
N
F
O
R
C
E
M
E
N
T
;
f
y
=
6
0
,
0
0
0
p
s
i
.
5
.
M
E
C
H
A
N
I
C
A
L
L
Y
S
P
L
I
C
E
B
A
R
S
G
R
E
A
T
E
R
T
H
A
N
#
9
.
6
.
*
N
O
T
A
L
L
O
W
E
D
A
S
V
E
R
T
.
R
E
I
N
F
I
N
L
O
W
L
I
F
T
G
R
O
U
T
E
D
W
A
L
L
S
.
#
3
B
A
R
S
I
Z
E
M
A
S
O
N
R
Y
-
M
I
N
I
M
U
M
B
A
R
L
A
P
L
E
N
G
T
H
S
#
4
#
5
#
6
#
7
#
8
#
9
2
4
"
2
"
2
1
/
2
"
3
"
3
1
/
2
"
4
"
2
4
"
2
4
"
2
4
"
2
4
"
3
1
"
2
5
"
2
4
"
2
4
"
2
4
"
4
8
"
3
9
"
3
2
"
2
8
"
2
4
"
9
8
"
*
7
8
"
*
6
5
"
*
5
6
"
*
4
9
"
1
3
3
"
*
1
0
6
"
*
8
9
"
*
7
6
"
*
6
6
"
*
1
8
6
"
*
1
4
9
"
*
1
2
4
"
*
1
0
6
"
*
9
3
"
*
2
3
5
"
*
1
8
8
"
*
1
5
7
"
*
1
3
4
"
*
1
1
8
"
*
BAR COVER
'K'
F
'
m
=
1
5
0
0
p
s
i
K
K
K
K
K K
K K
K
S
C
H
E
D
U
L
E
S
S
1
.
2
W
C
A
P
R
O
J
E
C
T
N
O
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
R
V
D
E
A
L
E
R
S
H
I
P
R
E
X
B
U
R
G
,
I
D
c
o
n
s
u
l
t
a
n
t
s
2
1
1
7
2
W
C
A
J
C
I
S
S
U
E
D
A
T
E
:
R
E
V
.
-
8
/
1
9
/
2
0
2
1
D
A
T
E
-
D
E
S
C
.
-
a
r
c
h
i
t
e
c
t
u
r
e
p
l
a
n
n
i
n
g
i
n
t
e
r
i
o
r
s
c
l
a
r
i
t
y
d
e
s
i
g
n
g
r
o
u
p
5
5
2
5
s
o
u
t
h
9
0
0
e
a
s
t
,
s
t
e
3
4
0
m
u
r
r
a
y
,
u
t
a
h
8
4
1
1
7
t
.
3
8
5
.
2
4
7
.
8
5
7
0
S
H
E
E
T
T
I
T
L
E
4
4
2
N
o
r
t
h
M
a
i
n
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
B
o
u
n
t
i
f
u
l
,
U
t
a
h
8
4
0
1
0
(
8
0
1
)
2
9
8
-
1
1
1
8
,
O
f
f
i
c
e
2
9
8
-
1
1
2
2
F
a
x
E
n
g
i
n
e
e
r
i
n
g
i
n
c
.
S
t
r
u
c
t
u
r
a
l
e
-
m
a
i
l
:
w
c
a
@
w
c
a
e
n
g
.
c
o
m
8
/
1
9
/
2
0
2
1
A 12
3
4
5
6
7
8
CEGI
A
B
D
F
H
I
1S2.0 FOOTING & FOUNDATION PLAN
H
S
S
4
x
4
x
5
/
1
6
H
S
S
4
x
4
x
5
/
1
6
H
S
S
4
x
4
x
5
/
1
6
H
S
S
4
x
4
x
5
/
1
6
H
S
S
4
x
4
x
5
/
1
6
H
S
S
4
x
4
x
5
/
1
6
H
S
S
4
x
4
x
5
/
1
6
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
H
D
-
1
F
-
1
F
-
1
F
-
1
F
-
1
F
-
1
F-1 F-1
F-1 F-1
F
-
1
F
-
1
F
-
1
F
-
1
F
-
1
F
-
3
C
P
-
1
F
-
3
C
P
-
1
F
-
3
F
-
3
C
P
-
1
F
-
3
C
P
-
1
F
-
3
C
P
-
1
F
-
4
H
S
S
4
x
4
x
5
/
1
6
C
P
-
1
C
P
-
2
F
-
4
C
P
-
2
F
-
2
C
W
-
1
F
-
2
C
W
-
1
F-2
CW-1
P
E
M
B
F
O
U
N
D
A
T
I
O
N
S
B
Y
O
T
H
E
R
C
O
N
T
R
A
C
T
O
R
T
O
E
N
S
U
R
E
W
A
L
L
I
S
T
H
I
C
K
E
N
O
U
G
H
T
O
S
U
P
P
O
R
T
D
B
L
W
A
L
L
S
T
U
D
PEMB FOUNDATIONS BY O
T
H
E
R
S
1
2
S
4
.
0
T
Y
P
.
1
3
S
4
.
0
T
Y
P
.
1
1
S
4
.
0
T
Y
P
.
1
S
4
.
1
T
Y
P
.
1
2
S
4
.
0
T
Y
P
.
1
3
S
4
.
0
T
Y
P
.
8
S
4
.
0
C
O
N
T
R
A
C
T
O
R
S
H
O
U
L
D
P
L
A
C
E
F
O
U
N
D
A
T
I
O
N
W
H
E
N
P
E
M
B
F
O
U
N
D
A
T
I
O
N
S
A
R
E
P
L
A
C
E
D
C
O
N
T
R
A
C
T
O
R
S
H
O
U
L
D
P
L
A
C
E
S
L
A
B
F
O
O
T
I
N
G
W
H
E
N
P
E
M
B
S
L
A
B
S
A
R
E
P
L
A
C
E
D
C
O
N
C
R
E
T
E
S
L
A
B
B
Y
O
T
H
E
R
S
F-2CW-1 F-2CW-1 F-2 10S4.0 TYP.9S4.0 TYP.F-2CW-1 MW-1
1
4
S
4
.
0
T
Y
P
.
1
5
S
4
.
0
T
Y
P
.
4" CONCRETE SLAB ON 4" FREE- DRAINING GRAVEL.REINFORCE WITH #4 BARS AT 24" O.C. EACH WAY.PLACE IN CENTER OF SLAB.CONCRETE SLAB
4
"
C
O
N
C
R
E
T
E
S
L
A
B
O
N
4
"
F
R
E
E
-
D
R
A
I
N
I
N
G
G
R
A
V
E
L
.
R
E
I
N
F
O
R
C
E
W
I
T
H
#
4
B
A
R
S
A
T
2
4
"
O
.
C
.
E
A
C
H
W
A
Y
.
P
L
A
C
E
I
N
C
E
N
T
E
R
O
F
S
L
A
B
.
C
O
N
C
R
E
T
E
S
L
A
B
F
O
O
T
I
N
G
&
F
O
U
N
D
A
T
I
O
N
P
L
A
N
S
2
.
0
W
C
A
P
R
O
J
E
C
T
N
O
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
R
V
D
E
A
L
E
R
S
H
I
P
R
E
X
B
U
R
G
,
I
D
c
o
n
s
u
l
t
a
n
t
s
2
1
1
7
2
W
C
A
J
C
I
S
S
U
E
D
A
T
E
:
R
E
V
.
-
8
/
1
9
/
2
0
2
1
D
A
T
E
-
D
E
S
C
.
-
a
r
c
h
i
t
e
c
t
u
r
e
p
l
a
n
n
i
n
g
i
n
t
e
r
i
o
r
s
c
l
a
r
i
t
y
d
e
s
i
g
n
g
r
o
u
p
5
5
2
5
s
o
u
t
h
9
0
0
e
a
s
t
,
s
t
e
3
4
0
m
u
r
r
a
y
,
u
t
a
h
8
4
1
1
7
t
.
3
8
5
.
2
4
7
.
8
5
7
0
S
H
E
E
T
T
I
T
L
E
4
4
2
N
o
r
t
h
M
a
i
n
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
B
o
u
n
t
i
f
u
l
,
U
t
a
h
8
4
0
1
0
(
8
0
1
)
2
9
8
-
1
1
1
8
,
O
f
f
i
c
e
2
9
8
-
1
1
2
2
F
a
x
E
n
g
i
n
e
e
r
i
n
g
i
n
c
.
S
t
r
u
c
t
u
r
a
l
e
-
m
a
i
l
:
w
c
a
@
w
c
a
e
n
g
.
c
o
m
8
/
1
9
/
2
0
2
1
A 12
3
4
5
6
7
8
CEGI
A
B
D
F
H
I
1S3.0 MEZZANINE FRAMING PLAN
18" DEEP PRESS PLATE FLOOR TRUSS AT 16" O.C.
1
8
"
D
E
E
P
P
R
E
S
S
P
L
A
T
E
F
L
O
O
R
T
R
U
S
S
A
T
1
6
"
O
.
C
.
W
D
-
3
W
D
-
2
W
D
-
2
W
D
-
3
J
-
2
J
-
2
J
-
2
J
-
2
J-2
S
-
1
S
-
1
S
-
1
S
-
1
S
-
1
S
-
2
S
-
1
S
-
1
S
-
1
S
-
2
S
-
2
S
-
2
S
-
2
S
-
2
S
-
2
S
-
2
S
-
3
S
-
3
S
-
3
S
-
3
S
-
3
S
-
3
S
-
3
S
-
3
S
-
3
S
-
3
S
-
3
S
-
3
(
2
)
4
0
0
S
2
0
0
-
5
4
B
-
1
B
-
2
B-1
B-1
B-2
B
-
1
B
-
1
B-2
B-1 B-1 B-1 B-1B-3 B-3 B-3 B-3
B
-
2
B-4B-4
B-4 B-4
B-5
B-6
A
A
A
A
A
A
A
A
A
A
A
A
A
A
6
S
4
.
1
T
Y
P
.
8
S
4
.
1
7
S
4
.
1
T
Y
P
.
9
S
4
.
1
T
Y
P
.
1
0
S
4
.
1
T
Y
P
.
1
2
S
4
.
1
T
Y
P
.
1
1
S
4
.
1
T
Y
P
.
2
S
4
.
1
3
S
4
.
1
PROVIDE (2) #5 VERT. BARSEACH SIDE OF OPENING MW-1 MW-1MW-1 MW-1MB-1 J-2 WD-14S4.1 TYP.5S4.1 TYP.
W
O
O
D
W
R
A
P
U
P
P
E
R
P
O
R
T
I
O
N
O
F
H
S
S
C
O
L
U
M
N
S
,
C
O
O
R
D
.
W
I
T
H
A
R
C
H
.
B-1B-1B-1B-1
A
S
-
1
A
B
-
2
B
-
2
B
-
2
B
-
2
S
I
M
P
S
O
N
C
S
1
4
S
H
E
A
R
R
E
I
N
F
O
R
C
I
N
G
,
S
E
E
D
E
T
A
I
L
6
/
S
4
.
2
S
I
M
P
S
O
N
C
S
1
4
S
H
E
A
R
R
E
I
N
F
O
R
C
I
N
G
,
S
E
E
D
E
T
A
I
L
6
/
S
4
.
2
M
E
Z
Z
A
N
I
N
E
F
R
A
M
I
N
G
P
L
A
N
S
3
.
0
W
C
A
P
R
O
J
E
C
T
N
O
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
R
V
D
E
A
L
E
R
S
H
I
P
R
E
X
B
U
R
G
,
I
D
c
o
n
s
u
l
t
a
n
t
s
2
1
1
7
2
W
C
A
J
C
I
S
S
U
E
D
A
T
E
:
R
E
V
.
-
8
/
1
9
/
2
0
2
1
D
A
T
E
-
D
E
S
C
.
-
a
r
c
h
i
t
e
c
t
u
r
e
p
l
a
n
n
i
n
g
i
n
t
e
r
i
o
r
s
c
l
a
r
i
t
y
d
e
s
i
g
n
g
r
o
u
p
5
5
2
5
s
o
u
t
h
9
0
0
e
a
s
t
,
s
t
e
3
4
0
m
u
r
r
a
y
,
u
t
a
h
8
4
1
1
7
t
.
3
8
5
.
2
4
7
.
8
5
7
0
S
H
E
E
T
T
I
T
L
E
4
4
2
N
o
r
t
h
M
a
i
n
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
B
o
u
n
t
i
f
u
l
,
U
t
a
h
8
4
0
1
0
(
8
0
1
)
2
9
8
-
1
1
1
8
,
O
f
f
i
c
e
2
9
8
-
1
1
2
2
F
a
x
E
n
g
i
n
e
e
r
i
n
g
i
n
c
.
S
t
r
u
c
t
u
r
a
l
e
-
m
a
i
l
:
w
c
a
@
w
c
a
e
n
g
.
c
o
m
8
/
1
9
/
2
0
2
1
A 12
3
4
5
6
7
8
CEGI
A
B
D
F
H
I
1S3.1 LOWER ROOF FRAMING PLAN
2
S
4
.
2
1
5
S
4
.
1
T
Y
P
.
1
3
S
4
.
1
T
Y
P
.
1
6
S
4
.
1
T
Y
P
.
3
S
4
.
2
T
Y
P
.
1
S
4
.
2
T
Y
P
.
4
S
4
.
2
T
Y
P
.
S-3
ABOVE AND BELOW PEMB GIRT
S-3
FULL HEIGHT
5
S
4
.
2
12x12 DF/L #1 12x12 DF/L #1 12x12 DF/L #1 12x12 DF/L #1 12x12 DF/L #1 12x12 DF/L #1
1
2
x
1
2
D
F
/
L
#
1
1
2
x
1
2
D
F
/
L
#
1
1
2
x
1
2
D
F
/
L
#
1
(
A
B
V
&
B
L
W
)
1
2
x
1
2
D
F
/
L
#
1
(
A
B
V
&
B
L
W
)
J-2
J-2 J-2
W
D
-
1
HSS TRUSS
WRAPPED IN WOOD, COORD. W/ ARCH
1
4
S
4
.
1
T
Y
P
.
L
O
W
E
R
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
S
3
.
1
W
C
A
P
R
O
J
E
C
T
N
O
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
R
V
D
E
A
L
E
R
S
H
I
P
R
E
X
B
U
R
G
,
I
D
c
o
n
s
u
l
t
a
n
t
s
2
1
1
7
2
W
C
A
J
C
I
S
S
U
E
D
A
T
E
:
R
E
V
.
-
8
/
1
9
/
2
0
2
1
D
A
T
E
-
D
E
S
C
.
-
a
r
c
h
i
t
e
c
t
u
r
e
p
l
a
n
n
i
n
g
i
n
t
e
r
i
o
r
s
c
l
a
r
i
t
y
d
e
s
i
g
n
g
r
o
u
p
5
5
2
5
s
o
u
t
h
9
0
0
e
a
s
t
,
s
t
e
3
4
0
m
u
r
r
a
y
,
u
t
a
h
8
4
1
1
7
t
.
3
8
5
.
2
4
7
.
8
5
7
0
S
H
E
E
T
T
I
T
L
E
4
4
2
N
o
r
t
h
M
a
i
n
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
B
o
u
n
t
i
f
u
l
,
U
t
a
h
8
4
0
1
0
(
8
0
1
)
2
9
8
-
1
1
1
8
,
O
f
f
i
c
e
2
9
8
-
1
1
2
2
F
a
x
E
n
g
i
n
e
e
r
i
n
g
i
n
c
.
S
t
r
u
c
t
u
r
a
l
e
-
m
a
i
l
:
w
c
a
@
w
c
a
e
n
g
.
c
o
m
8
/
1
9
/
2
0
2
1
A 12
3
4
5
6
7
8
CEGI
A
B
D
F
H
I
1S3.2 UPPER ROOF FRAMING PLAN
6
S
4
.
2
J-1
S-3
ABOVE AND BELOW PEMB GIRT
S-3
FULL HEIGHT
W
D
-
1
U
P
P
E
R
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
S
3
.
2
W
C
A
P
R
O
J
E
C
T
N
O
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
R
V
D
E
A
L
E
R
S
H
I
P
R
E
X
B
U
R
G
,
I
D
c
o
n
s
u
l
t
a
n
t
s
2
1
1
7
2
W
C
A
J
C
I
S
S
U
E
D
A
T
E
:
R
E
V
.
-
8
/
1
9
/
2
0
2
1
D
A
T
E
-
D
E
S
C
.
-
a
r
c
h
i
t
e
c
t
u
r
e
p
l
a
n
n
i
n
g
i
n
t
e
r
i
o
r
s
c
l
a
r
i
t
y
d
e
s
i
g
n
g
r
o
u
p
5
5
2
5
s
o
u
t
h
9
0
0
e
a
s
t
,
s
t
e
3
4
0
m
u
r
r
a
y
,
u
t
a
h
8
4
1
1
7
t
.
3
8
5
.
2
4
7
.
8
5
7
0
S
H
E
E
T
T
I
T
L
E
4
4
2
N
o
r
t
h
M
a
i
n
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
B
o
u
n
t
i
f
u
l
,
U
t
a
h
8
4
0
1
0
(
8
0
1
)
2
9
8
-
1
1
1
8
,
O
f
f
i
c
e
2
9
8
-
1
1
2
2
F
a
x
E
n
g
i
n
e
e
r
i
n
g
i
n
c
.
S
t
r
u
c
t
u
r
a
l
e
-
m
a
i
l
:
w
c
a
@
w
c
a
e
n
g
.
c
o
m
8
/
1
9
/
2
0
2
1
D2 = 6d for #6 thru #8STIRRUP & TIE HOOKS (TYP.)LAP SPLICE d1 ** = #6 thru #8 * = #3 thru #56dMIN.3"d1 or d2 "D2"135°MIN."D2"d2 > d1d1WIRE TIED 6 6d *12d **1 3"OFFSET SPLICE d1 or d2 D1 = 6d for #3 thru #8D1 = 8d for #9 thru #11 (#11 bar Max. for MASONRY)dD2 = 4d for #3 thru #5 "D1""D1""D1"dSTD. HOOKS AND BENDS (TYP.)D1 = 10d for #14 and #184d12d"D1"MIN.2-1/2"1S4.0 TYPICAL HOOKS & BENDS
C
O
N
C
R
E
T
E
O
R
M
A
S
O
N
R
Y
N
O
T
E
:
DOUBLE CURT
A
I
N
SINGLE CURT
A
I
N
2S4.0 CONCRETE OR MA
S
O
N
R
Y
W
A
L
L
C
O
R
N
E
R
R
E
I
N
F
.
H
O
O
K
E
D
E
N
D
S
M
A
Y
B
E
R
E
P
L
A
C
E
D
W
I
T
H
C
O
R
N
E
R
B
A
R
S
SEE LAPSCHEDULESEE LAPSCHEDULE SEE LAPSCHEDULE
S
E
E
L
A
P
S
C
H
E
D
U
L
E
S
E
E
L
A
P
S
C
H
E
D
U
L
E
S
E
E
L
A
P
S
C
H
E
D
U
L
E
SEE LAPSCHEDULESEE LAPSCHEDULE SEE LAPSCHEDULE
K
E
Y
N
O
T
E
S
:
1
.
G
R
O
U
T
S
O
L
I
D
(
3
)
C
E
L
L
S
A
T
C
O
R
N
E
R
,
U
.
N
.
O
.
2
.
M
A
S
O
N
R
Y
W
A
L
L
,
S
E
E
P
L
A
N
3
.
(
3
)
#
5
B
A
R
S
T
Y
P
.
A
T
C
O
R
N
E
R
S
,
U
.
N
.
O
.
4
.
C
O
R
N
E
R
B
A
R
S
T
O
M
A
T
C
H
S
I
Z
E
A
N
D
S
P
A
.
O
F
H
O
R
I
Z
.
R
E
I
N
F
.
I
N
W
A
L
L
.
S
E
E
P
L
A
N
F
O
R
R
E
I
N
F
.
I
N
A
L
L
M
A
S
O
N
R
Y
P
I
E
R
S
N
O
T
E
:
A
.
A
L
L
C
E
L
L
S
A
R
E
S
H
O
W
N
A
S
F
U
L
L
Y
G
R
O
U
T
E
D
.
T
H
I
S
R
E
P
R
E
S
E
N
T
S
B
O
N
D
B
E
A
M
C
E
L
L
S
4
S
4
.
0
M
A
S
R
O
N
Y
W
A
L
L
C
O
R
N
E
R
S
(
T
Y
P
)
-
P
L
A
N
V
I
E
W
1
4
2
2
3
5S4.0 VERTICAL MASONRY WALL JAMBS (TYP) - PLAN VIEW KEYNOTES:1.180° HOOK, SEE DETAIL 1/S4.02.MASONRY WALL, SEE PLAN3.FACE OF OPENING4.JAMB STEEL (2) VERTS. PER CELL (ONEEACH FACE) EXTEND FULL HEIGHT OFWALL BETWEEN LEVELS, TYP5.JAMB LENGTH VARIES ONE CELL PEREACH 4'-0" LENGTH OF OPENING ORPORTION THEREOF TYP., U.N.O.6.TIES PER "MASONRY PIER SCHEDULE"NOTE:A.IN LIEU OF THE 180° HOOK IN NOTE 1,IT IS PERMITTED TO PROVIDE A 90°VERTICAL BEND, SEE DETAIL 1/S4.0B.ALL CELLS ARE SHOWN AS FULLYGROUTED. THIS REPRESENTS BONDBEAM CELLS5 23 4 112 1/2"MAX 2 1/2"MAX 666S4.0 MASONRY WALLS -
P
L
A
N
V
I
E
W
K
E
Y
N
O
T
E
S
:
1
.
V
E
R
T
I
C
A
L
R
E
I
N
F
.
,
T
Y
P
2
.
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
.
,
T
Y
P
3
.
M
A
S
O
N
R
Y
W
A
L
L
,
S
E
E
P
L
A
N
N
O
T
E
:
A
.
A
L
L
C
E
L
L
S
A
R
E
S
H
O
W
N
A
S
F
U
L
L
Y
G
R
O
U
T
E
D
.
T
H
I
S
R
E
P
R
E
S
E
N
T
S
B
O
N
D
B
E
A
M
C
E
L
L
S
"
D
"
D
O
U
B
L
E
V
E
R
T
.
D
O
U
B
L
E
H
O
R
I
Z
.
"
C
"
D
O
U
B
L
E
V
E
R
T
.
S
I
N
G
L
E
H
O
R
I
Z
.
"B"SINGLE VERT.DOUBLE HORIZ."A"SINGLE VERT.SINGLE HORIZ.
2
1
E
Q
.
E
Q
.
EQ.EQ.
3
3
SPACING - SEE GENREAL
NOTES AND/OR SCHEDULE
2
1
/
2
"
M
A
X
2
1
/
2
"
M
A
X
2 1/2"
M
A
X
2 1/2" MAX21EQ.EQ.
K
E
Y
N
O
T
E
S
:
1
.
S
A
W
-
C
U
T
J
O
I
N
T
1
"
D
E
E
P
F
U
L
L
H
E
I
G
H
T
O
F
W
A
L
L
.
F
I
L
L
J
O
I
N
T
W
I
T
H
M
O
R
T
A
R
O
R
C
A
U
L
K
2
.
R
U
N
H
O
R
I
Z
.
W
A
L
L
R
E
I
N
F
.
C
O
N
T
I
N
U
O
U
S
T
H
R
U
J
O
I
N
T
.
D
O
N
O
T
C
U
T
A
N
Y
R
E
I
N
F
.
3
.
T
Y
P
.
V
E
R
T
I
C
A
L
W
A
L
L
R
E
I
N
F
.
I
N
C
E
L
L
E
A
C
H
S
I
D
E
O
F
C
O
N
T
R
O
L
J
O
I
N
T
N
O
T
E
S
:
A
.
P
R
O
V
I
D
E
V
E
R
T
I
C
A
L
C
O
N
T
R
O
L
J
O
I
N
T
S
A
T
2
0
'
O
.
C
.
(
M
A
X
I
M
U
M
)
U
.
N
.
O
.
O
N
T
H
E
D
R
A
W
I
N
G
S
.
N
O
C
O
N
T
R
O
L
J
O
I
N
T
S
W
I
L
L
B
E
A
L
L
O
W
E
D
I
N
M
A
S
O
N
R
Y
B
E
A
M
S
,
C
O
L
U
M
N
S
,
O
R
J
A
M
B
S
U
.
N
.
O
.
B
.
I
F
C
O
N
T
R
O
L
J
O
I
N
T
I
S
S
P
E
C
I
F
I
E
D
I
N
M
A
S
O
N
R
Y
B
E
A
M
/
L
I
N
T
E
L
T
H
E
N
,
C
O
N
T
R
O
L
J
O
I
N
T
S
S
H
A
L
L
B
E
L
O
C
A
T
E
D
A
T
M
I
D
S
P
A
N
&
S
H
A
L
L
H
A
V
E
M
O
R
T
A
R
T
O
F
I
L
L
C
O
M
P
L
E
T
E
H
E
A
D
J
O
I
N
T
.
D
O
N
O
T
C
U
T
R
E
I
N
F
.
A
T
B
O
N
D
B
E
A
M
S
O
R
D
E
S
I
G
N
A
T
E
D
M
A
S
O
N
R
Y
B
E
A
M
S
/
L
I
N
T
E
L
S
.
C
.
A
L
L
C
E
L
L
S
A
R
E
S
H
O
W
N
A
S
F
U
L
L
Y
G
R
O
U
T
E
D
.
T
H
I
S
R
E
P
R
E
S
E
N
T
S
B
O
N
D
B
E
A
M
C
E
L
L
S
.
3
S
4
.
0
V
E
R
T
I
C
A
L
M
A
S
O
N
R
Y
W
A
L
L
C
O
N
T
R
O
L
J
O
I
N
T
-
P
L
A
N
V
I
E
W
3
1
2
7
S
4
.
0
T
Y
P
.
M
A
S
O
N
R
Y
W
A
L
L
E
L
E
V
A
T
I
O
N
F
L
O
O
R
L
I
N
E
(
2
)
#
4
B
A
R
S
(
A
T
6
"
W
A
L
L
S
P
L
A
C
E
B
A
R
S
I
N
S
E
P
A
R
A
T
E
C
E
L
L
S
,
O
N
E
O
N
T
O
P
O
F
T
H
E
O
T
H
E
R
)
P
A
R
A
P
E
T
R
O
O
F
L
I
N
E
(
2
)
#
4
B
A
R
S
T
O
P
O
F
W
A
L
L
P
A
R
A
P
E
T
SEE
SCHEDULE
2
4
"
T
Y
P
.
S
E
E
M
A
S
O
N
R
Y
P
I
E
R
S
C
H
E
D
U
L
E
F
O
R
P
I
E
R
S
L
I
N
T
E
L
B
E
A
M
S
-
G
R
O
U
T
S
O
L
I
D
M
I
N
.
2
4
"
P
A
S
T
O
P
E
N
I
N
G
S
E
E
S
C
H
E
D
U
L
E
S
F
O
R
S
I
Z
E
W
H
E
R
E
F
U
L
L
E
X
T
E
N
S
I
O
N
I
S
N
O
T
P
O
S
S
I
B
L
E
,
T
E
R
M
I
N
A
T
E
B
A
R
S
W
I
T
H
S
T
A
N
D
A
R
D
H
O
O
K
A
R
O
U
N
D
V
E
R
T
.
B
A
R
.
T
E
R
M
I
N
A
T
E
A
L
L
H
O
R
I
Z
.
S
T
E
E
L
W
I
T
H
S
T
A
N
D
A
R
D
H
O
O
K
A
R
O
U
N
D
V
E
R
T
.
B
A
R
SEE SHEET S1.0 (GSN)
FOR LAP LENGTHS
(
2
)
#
5
@
D
E
C
K
B
E
A
R
I
N
G
(
A
T
6
"
W
A
L
L
S
P
L
A
C
E
B
A
R
S
I
N
S
E
P
A
R
A
T
E
C
E
L
L
S
,
O
N
E
O
N
T
O
P
O
F
T
H
E
O
T
H
E
R
)
W
H
E
R
E
P
A
R
A
P
E
T
S
D
O
N
O
T
E
X
T
E
N
D
A
B
O
V
E
R
O
O
F
L
I
N
E
F
O
R
S
T
D
.
L
A
P
L
E
N
G
T
H
P
R
O
V
I
D
E
S
T
D
.
H
O
O
K
N
O
T
E
:
T
E
R
M
I
N
A
T
E
A
L
L
H
O
R
I
Z
.
S
T
E
E
L
W
I
T
H
S
T
A
N
D
A
R
D
1
8
0
°
H
O
O
K
S
(
9
0
°
A
R
E
P
E
R
M
I
T
T
E
D
F
O
R
H
O
R
I
Z
.
S
T
E
E
L
W
H
E
N
T
E
R
M
I
N
A
T
I
N
G
I
N
A
M
A
S
O
N
R
Y
P
I
E
R
W
I
T
H
T
I
E
S
)
2'-0"2'-0"KEYNOTES:1.EXTERIOR SLAB, SEE ARCH2.(2) #5 CONT. BOTTOM3.#4 DOWELS AT 24" O.C.4.CONCRETE SLAB ON GRADE,SEE PLAN5.CONCRETE FOUNDATION WALL,SEE PLAN6.(2) #5 EXTEND 2'-0" PAST EDGE OFOPENING, EACH SIDE7.FOOTING, SEE PLAN AND SCHEDULEFOR SIZE AND REINF.8.#4x4'-0" LONG DOWELS AT 24" O.C.8S4.0 DETAIL 7 2 34165 89S4.0 DETAIL
2
'
-
0
"
1'-6"
FROST DEPTHSEE 'GSN'6"MIN.
1
2
3
4
5
6
7
8
K
E
Y
N
O
T
E
S
:
1
.
M
A
S
O
N
R
Y
W
A
L
L
,
S
E
E
P
L
A
N
2
.
D
O
W
E
L
S
T
O
M
A
T
C
H
V
E
R
T
.
R
E
I
N
F
.
I
N
M
A
S
O
N
R
Y
W
A
L
L
3
.
L
A
D
D
E
R
-
T
Y
P
E
J
O
I
N
T
R
E
I
N
F
O
R
C
I
N
G
,
M
A
S
O
N
R
Y
W
A
L
L
S
C
H
E
D
U
L
E
4
.
C
O
N
C
R
E
T
E
S
L
A
B
,
S
E
E
P
L
A
N
5
.
#
4
D
O
W
E
L
S
A
T
2
4
"
O
.
C
.
6
.
C
O
N
C
R
E
T
E
W
A
L
L
,
S
E
E
P
L
A
N
7
.
(
2
)
#
5
x
C
O
N
T
.
T
O
P
&
B
O
T
T
O
M
.
8
.
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
F
O
R
S
I
Z
E
A
N
D
R
E
I
N
F
.
1
0
S
4
.
0
D
E
T
A
I
L
K
E
Y
N
O
T
E
S
:
1
.
M
A
S
O
N
R
Y
W
A
L
L
,
S
E
E
P
L
A
N
2
.
D
O
W
E
L
S
T
O
M
A
T
C
H
V
E
R
T
.
R
E
I
N
F
.
I
N
M
A
S
O
N
R
Y
W
A
L
L
3
.
L
A
D
D
E
R
-
T
Y
P
E
J
O
I
N
T
R
E
I
N
F
O
R
C
I
N
G
,
M
A
S
O
N
R
Y
W
A
L
L
S
C
H
E
D
U
L
E
4
.
C
O
N
C
R
E
T
E
S
L
A
B
,
S
E
E
P
L
A
N
5
.
P
E
M
B
F
O
U
N
D
A
T
I
O
N
,
B
Y
O
T
H
E
R
S
6
.
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
F
O
R
S
I
Z
E
A
N
D
R
E
I
N
F
.
1
2
3
4
5
6
1
1
S
4
.
0
D
E
T
A
I
L
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
E
Q
'
D
P
A
N
E
L
E
D
G
E
F
A
S
T
E
N
E
R
S
4
.
1
4
G
A
S
I
L
L
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
A
N
D
A
N
C
H
O
R
S
,
S
E
E
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
C
O
N
C
R
E
T
E
S
L
A
B
,
S
E
E
P
L
A
N
6
.
P
E
M
B
F
O
U
N
D
A
T
I
O
N
S
,
B
Y
O
T
H
E
R
S
7
.
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
F
O
R
S
I
Z
E
A
N
D
R
E
I
N
F
.
1
2
3
4
5
6
7
12S4.0 STUD SHEAR WALL DETAIL13S4.0 STUD NON-SHEAR
W
A
L
L
D
E
T
A
I
L
KEYNOTES:1.WALL STUDS, SEE PLAN2.WALL SHEATHING, SEE PLAN ANDSCHEDULES3.REQ'D PANEL EDGE FASTENERS4.14 GA SILL TRACK (XXXT125-68, MATCHSTUD DEPTH) AND ANCHORS, SEE PLANAND SCHEDULE5.CONCRETE SLAB, SEE PLAN6.FOOTING, SEE PLAN AND SCHEDULEFOR SIZE AND REINF.VARIES, SEE SCHEDULE123456
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
F
I
N
I
S
H
E
S
,
S
E
E
A
R
C
H
.
(
E
N
S
U
R
E
D
R
Y
W
A
L
L
F
I
N
I
S
H
E
S
A
R
E
F
U
L
L
H
E
I
G
H
T
O
F
S
T
U
D
A
T
A
L
L
L
O
A
D
B
E
A
R
I
N
G
W
A
L
L
S
)
3
.
1
4
G
A
S
I
L
L
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
W
I
T
H
H
I
L
T
I
K
W
I
K
B
O
L
T
T
Z
5
/
8
"
Ø
A
T
4
8
"
O
.
C
.
,
4
"
E
M
B
E
D
.
4
.
C
O
N
C
R
E
T
E
S
L
A
B
,
S
E
E
P
L
A
N
5
.
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
F
O
R
S
I
Z
E
A
N
D
R
E
I
N
F
.
V
A
R
I
E
S
,
S
E
E
S
C
H
E
D
U
L
E
1
2
3
4
5
1
4
S
4
.
0
D
E
T
A
I
L
1
5
S
4
.
0
D
E
T
A
I
L
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
(
S
H
E
A
R
W
A
L
L
T
Y
P
E
"
A
"
A
L
O
N
G
G
R
I
D
8
)
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
E
Q
'
D
P
A
N
E
L
E
D
G
E
F
A
S
T
E
N
E
R
S
4
.
1
4
G
A
S
I
L
L
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
A
N
D
A
N
C
H
O
R
S
,
S
E
E
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
P
E
M
B
F
O
U
N
D
A
T
I
O
N
S
,
B
Y
O
T
H
E
R
S
1
2
3
4
5
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
(
S
H
E
A
R
W
A
L
L
T
Y
P
E
"
A
"
A
L
O
N
G
G
R
I
D
8
)
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
E
Q
'
D
P
A
N
E
L
E
D
G
E
F
A
S
T
E
N
E
R
S
4
.
1
4
G
A
S
I
L
L
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
A
N
D
A
N
C
H
O
R
S
,
S
E
E
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
P
E
M
B
F
O
U
N
D
A
T
I
O
N
S
,
B
Y
O
T
H
E
R
S
6
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
,
S
E
C
U
R
E
T
O
B
A
C
K
W
A
L
L
S
T
U
D
S
W
I
T
H
#
8
S
C
R
E
W
S
A
T
1
8
"
O
.
C
1
2
3
4
5
6
F
R
A
M
I
N
G
D
E
T
A
I
L
S
S
4
.
0
W
C
A
P
R
O
J
E
C
T
N
O
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
R
V
D
E
A
L
E
R
S
H
I
P
R
E
X
B
U
R
G
,
I
D
c
o
n
s
u
l
t
a
n
t
s
2
1
1
7
2
W
C
A
J
C
I
S
S
U
E
D
A
T
E
:
R
E
V
.
-
8
/
1
9
/
2
0
2
1
D
A
T
E
-
D
E
S
C
.
-
a
r
c
h
i
t
e
c
t
u
r
e
p
l
a
n
n
i
n
g
i
n
t
e
r
i
o
r
s
c
l
a
r
i
t
y
d
e
s
i
g
n
g
r
o
u
p
5
5
2
5
s
o
u
t
h
9
0
0
e
a
s
t
,
s
t
e
3
4
0
m
u
r
r
a
y
,
u
t
a
h
8
4
1
1
7
t
.
3
8
5
.
2
4
7
.
8
5
7
0
S
H
E
E
T
T
I
T
L
E
4
4
2
N
o
r
t
h
M
a
i
n
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
B
o
u
n
t
i
f
u
l
,
U
t
a
h
8
4
0
1
0
(
8
0
1
)
2
9
8
-
1
1
1
8
,
O
f
f
i
c
e
2
9
8
-
1
1
2
2
F
a
x
E
n
g
i
n
e
e
r
i
n
g
i
n
c
.
S
t
r
u
c
t
u
r
a
l
e
-
m
a
i
l
:
w
c
a
@
w
c
a
e
n
g
.
c
o
m
8
/
1
9
/
2
0
2
1
1S4.1 DETAIL KEYNOTES:1.WALL STUDS, TYP S-1, SEE PLAN2.WALL SHEATHING, SEE PLAN ANDSCHEDULES3.14 GA SILL TRACK (XXXT125-68, MATCHSTUD DEPTH) AND ANCHORS, SEE PLANAND SHEAR WALL SCHEDULE4.CONCRETE SLAB, SEE ARCH5.CONCRETE PIER, SEE PLAN6.FOOTING, SEE PLAN AND SCHEDULEFOR SIZE AND REINF.7.STEEL COLUMN, SEE PLAN8.10x3/4x10" BASE PLATE WITH (4) 3/4"ØANCHOR RODS ON 1-1/2" NON SHRINKGROUT WITH LEVELING NUTS. EXTENDANCHOR RODS 12" INTO PIER 1/4123456 782S4.1 DETAIL
3
S
4
.
1
D
E
T
A
I
L
1/42@18 1/42@18TYP.
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
(
S
H
E
A
R
W
A
L
L
T
Y
P
E
"
A
"
A
L
O
N
G
G
R
I
D
8
)
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
E
Q
'
D
P
A
N
E
L
E
D
G
E
F
A
S
T
E
N
E
R
S
4
.
1
4
G
A
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
A
N
D
A
N
C
H
O
R
S
,
S
E
E
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
P
E
M
B
W
I
N
D
G
I
R
T
,
B
Y
O
T
H
E
R
S
6
.
3
/
1
6
"
C
O
N
T
.
B
E
N
T
P
L
A
T
E
,
W
E
L
D
E
D
T
O
G
I
R
T
11
2
3
3
4
56 6
2
S
4
.
1
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
(
S
H
E
A
R
W
A
L
L
T
Y
P
E
"
A
"
A
L
O
N
G
G
R
I
D
8
)
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
P
E
M
B
W
I
N
D
G
I
R
T
,
B
Y
O
T
H
E
R
S
4
.
3
/
1
6
"
C
O
N
T
.
B
E
N
T
P
L
A
T
E
,
W
E
L
D
E
D
T
O
G
I
R
T
5
.
B
O
X
E
D
H
E
A
D
E
R
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
6
.
P
L
A
C
E
D
B
L
S
T
U
D
I
N
O
U
T
E
R
W
A
L
L
S
T
U
D
S
(
B
E
A
R
I
N
G
S
T
U
D
S
F
O
R
R
O
O
F
A
B
V
)
7
.
P
L
A
C
E
S
G
L
S
T
U
D
I
N
I
N
N
E
R
W
A
L
L
8
.
S
E
C
U
R
E
S
T
U
D
S
T
O
T
R
A
C
K
W
I
T
H
#
8
S
C
R
E
W
S
A
T
1
8
"
O
.
C
.
9
.
C
U
S
T
O
M
W
I
D
T
H
T
R
A
C
K
,
M
A
T
C
H
H
E
A
D
E
R
T
H
I
C
K
N
E
S
S
1
0
.
S
E
C
U
R
E
T
O
B
A
C
K
W
A
L
L
S
T
U
D
S
W
I
T
H
#
8
S
C
R
E
W
S
A
T
1
8
"
O
.
C
.
1
1
2
2
3
4
4
5
6
7
9
8
8
8
9
4
S
4
.
1
D
E
T
A
I
L
5S4.1 DETAIL
K
E
Y
N
O
T
E
S
:
1
.
M
A
S
O
N
R
Y
W
A
L
L
,
S
E
E
P
L
A
N
2
.
(
2
)
#
4
C
O
N
T
.
T
O
P
O
F
W
A
L
L
3
.
2
x
8
S
I
L
L
P
L
A
T
E
W
I
T
H
1
/
2
"
Ø
A
N
C
H
O
R
R
O
D
S
A
T
3
2
"
O
.
C
.
4
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
5
.
R
I
M
T
R
A
C
K
,
M
A
T
C
H
J
O
I
S
T
T
H
I
C
K
N
E
S
S
A
N
D
H
E
I
G
H
T
6
.
S
E
C
U
R
E
R
I
M
T
R
A
C
K
T
O
S
I
L
L
P
L
A
T
E
W
I
T
H
#
8
S
C
R
E
W
S
A
T
1
2
"
O
.
C
.
7
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
8
.
J
O
I
S
T
B
L
O
C
K
I
N
G
,
S
E
C
U
R
E
T
O
S
I
L
L
P
L
A
T
E
W
I
T
H
(
2
)
#
8
S
C
R
E
W
S
9
.
#
8
S
C
R
E
W
S
A
T
4
"
O
.
C
.
1
2
3
4
5
6
7
8
9
KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #4 CONT. TOP OF WALL3.2x8 SILL PLATE WITH 1/2"Ø ANCHORRODS AT 32" O.C.4.STUD JOIST, SEE PLAN. SECURE TOSILL PLATE WITH (2) #8 SCREWS5.RIM TRACK, MATCH JOIST THICKNESSAND HEIGHT6.SECURE RIM TRACK TO SILL PLATEWITH #8 SCREWS AT 12" O.C.7.ROOF SHEATHING, SEE PLAN ANDSCHEDULE1234 56 76S4.1 DETAIL
7
S
4
.
1
D
E
T
A
I
L
8
S
4
.
1
D
E
T
A
I
L
9S4.1 DETAIL10S4.1 DETAIL
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
E
Q
'
D
P
A
N
E
L
E
D
G
E
F
A
S
T
E
N
E
R
S
4
.
1
6
d
S
I
N
K
E
R
S
A
T
6
"
O
.
C
.
5
.
1
4
G
A
T
O
P
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
A
N
D
A
N
C
H
O
R
S
,
S
E
E
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
7
.
R
E
Q
'
D
P
A
N
E
L
B
O
U
N
D
A
R
Y
F
A
S
T
E
N
E
R
S
,
S
E
E
P
L
A
N
&
S
C
H
E
D
.
8
.
F
L
O
O
R
T
R
U
S
S
,
S
E
E
P
L
A
N
9
.
D
O
U
B
L
E
T
O
P
P
L
A
T
E
,
S
E
C
U
R
E
T
O
T
O
P
T
R
A
C
K
W
I
T
H
1
/
2
"
Ø
T
H
R
U
B
O
L
T
S
A
T
2
4
"
O
.
C
.
1
0
.
C
O
N
T
.
R
I
B
B
O
N
B
O
A
R
D
,
S
E
C
U
R
E
T
O
E
A
C
H
F
L
O
O
R
J
O
I
S
T
W
I
T
H
(
2
)
1
6
d
S
I
N
K
E
R
S
1
2 3 44
5
6
7
8
9
10
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
E
Q
'
D
P
A
N
E
L
E
D
G
E
F
A
S
T
E
N
E
R
S
4
.
1
4
G
A
T
O
P
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
A
N
D
A
N
C
H
O
R
S
,
S
E
E
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
6
.
R
E
Q
'
D
P
A
N
E
L
B
O
U
N
D
A
R
Y
F
A
S
T
E
N
E
R
S
,
S
E
E
P
L
A
N
&
S
C
H
E
D
.
7
.
F
L
O
O
R
T
R
U
S
S
,
S
E
E
P
L
A
N
1
2
3
4
5
6
7
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
1
4
G
A
T
O
P
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
A
N
D
A
N
C
H
O
R
S
,
S
E
E
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
3
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
F
L
O
O
R
T
R
U
S
S
,
S
E
E
P
L
A
N
5
.
D
O
U
B
L
E
T
O
P
P
L
A
T
E
,
S
E
C
U
R
E
T
O
T
O
P
T
R
A
C
K
W
I
T
H
1
/
2
"
Ø
T
H
R
U
B
O
L
T
S
A
T
2
4
"
O
.
C
.
6
.
C
O
N
T
.
R
I
B
B
O
N
B
O
A
R
D
,
S
E
C
U
R
E
T
O
E
A
C
H
F
L
O
O
R
J
O
I
S
T
W
I
T
H
(
2
)
1
6
d
S
I
N
K
E
R
S
1
2
3
4
4
5
6
1
1
S
4
.
1
D
E
T
A
I
L
1
2
S
4
.
1
D
E
T
A
I
L
KEYNOTES:1.WALL STUDS, SEE PLAN2.WALL SHEATHING, SEE PLAN ANDSCHEDULES3.REQ'D PANEL EDGE FASTENERS4.14 GA TOP TRACK (XXXT125-68, MATCHSTUD DEPTH) AND ANCHORS, SEE PLANAND SHEAR WALL SCHEDULE5.FLOOR SHEATHING, SEE PLAN6.REQ'D PANEL BOUNDARY FASTENERS,SEE PLAN & SCHED.7.STUD JOIST, SEE PLAN. SECURE JOISTTO TOP TRACK WITH (2) #8 SCREWS8.RIM TRACK, MATCH JOIST THICKNESSAND HEIGHT9.SECURE RIM TRACK TO TOP TRACKWITH #8 SCREWS AT 12" O.C.1 2 3 34 57689
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
1
4
G
A
T
O
P
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
A
N
D
A
N
C
H
O
R
S
,
S
E
E
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
3
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
.
S
E
C
U
R
E
J
O
I
S
T
T
O
T
O
P
T
R
A
C
K
W
I
T
H
(
2
)
#
8
S
C
R
E
W
S
5
.
S
T
U
D
B
L
O
C
K
I
N
G
,
M
A
T
C
H
J
O
I
S
T
T
H
I
C
K
N
E
S
S
A
N
D
H
E
I
G
H
T
6
.
S
E
C
U
R
E
B
L
O
C
K
I
N
G
T
O
T
O
P
T
R
A
C
K
W
I
T
H
#
8
S
C
R
E
W
S
A
T
1
2
"
O
.
C
.
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
E
Q
'
D
P
A
N
E
L
E
D
G
E
F
A
S
T
E
N
E
R
S
4
.
1
4
G
A
T
O
P
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
A
N
D
A
N
C
H
O
R
S
,
S
E
E
P
L
A
N
A
N
D
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
6
.
R
E
Q
'
D
P
A
N
E
L
B
O
U
N
D
A
R
Y
F
A
S
T
E
N
E
R
S
,
S
E
E
P
L
A
N
&
S
C
H
E
D
.
7
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
.
S
E
C
U
R
E
J
O
I
S
T
T
O
T
O
P
T
R
A
C
K
W
I
T
H
(
2
)
#
8
S
C
R
E
W
S
8
.
R
I
M
T
R
A
C
K
,
M
A
T
C
H
J
O
I
S
T
T
H
I
C
K
N
E
S
S
A
N
D
H
E
I
G
H
T
9
.
S
E
C
U
R
E
R
I
M
T
R
A
C
K
T
O
T
O
P
T
R
A
C
K
W
I
T
H
#
8
S
C
R
E
W
S
A
T
1
2
"
O
.
C
.
1
0
.
J
O
I
S
T
B
L
O
C
K
I
N
G
,
S
E
C
U
R
E
T
O
S
I
L
L
P
L
A
T
E
W
I
T
H
(
2
)
#
8
S
C
R
E
W
S
1
1
.
#
8
S
C
R
E
W
S
A
T
4
"
O
.
C
.
1
2
34
5
6
1
2
3
3
4
5
7
6
8
9
1
0
1
1
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
6
"
1
8
G
A
B
L
O
C
K
I
N
G
3
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
5
.
B
O
X
E
D
H
E
A
D
E
R
,
S
E
E
P
L
A
N
6
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
C
O
O
R
D
.
W
I
T
H
A
R
C
H
7
.
S
E
C
U
R
E
S
H
E
A
T
I
N
G
T
O
B
L
O
C
K
I
N
G
W
I
T
H
#
8
S
C
R
E
W
S
A
T
6
"
O
.
C
.
1
2
4
3
5
6
7
13S4.1 DETAIL14S4.1 DETAIL
1
5
S
4
.
1
D
E
T
A
I
L
1
6
S
4
.
1
D
E
T
A
I
L
1/4 KEYNOTES:1.WOOD BEAM, SEE PLAN2.HSS COLUMN, SEE PLAN3.WRAP COLUMN IN WOOD, COORD. WITHARCH.4.SIMPSON CCO COLUMN CAP ORFABRICATED EQUALNOTES:A.ROOF FRAMING NOT SHOWN 12341/4
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
B
E
A
M
,
S
E
E
P
L
A
N
2
.
H
S
S
C
O
L
U
M
N
,
S
E
E
P
L
A
N
3
.
W
R
A
P
C
O
L
U
M
N
I
N
W
O
O
D
,
C
O
O
R
D
.
W
I
T
H
A
R
C
H
.
4
.
S
I
M
P
S
O
N
E
C
C
L
L
C
O
L
U
M
N
C
A
P
/
B
E
A
M
H
A
N
G
E
R
O
R
F
A
B
R
I
C
A
T
E
D
E
Q
U
A
L
N
O
T
E
S
:
A
.
R
O
O
F
F
R
A
M
I
N
G
N
O
T
S
H
O
W
N
1
1
2
3 4
4
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
B
E
A
M
,
S
E
E
P
L
A
N
2
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
3
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
S
T
U
D
B
L
O
C
K
I
N
G
,
M
A
T
C
H
J
O
I
S
T
5
.
S
E
C
U
R
E
B
L
O
C
K
I
N
G
T
O
B
E
A
M
W
I
T
H
#
8
W
O
O
D
S
C
R
E
W
S
A
T
1
2
"
O
.
C
.
6
.
2
X
B
E
V
E
L
E
D
P
L
A
T
E
7
.
S
E
C
U
R
E
E
A
C
H
J
O
I
S
T
T
O
B
E
A
M
,
T
H
R
O
U
G
H
B
E
V
E
L
E
D
P
L
A
T
E
,
W
I
T
H
(
3
)
#
1
0
W
O
O
D
S
C
R
E
W
S
,
6
"
L
O
N
G
M
I
N
.
1
2
3
4
5
6
7
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
B
E
A
M
,
S
E
E
P
L
A
N
2
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
3
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
S
T
U
D
B
L
O
C
K
I
N
G
,
M
A
T
C
H
J
O
I
S
T
5
.
S
I
M
P
S
O
N
L
G
U
B
E
A
M
H
A
N
G
E
R
O
R
F
A
B
R
I
C
A
T
E
D
E
Q
U
A
L
COORD. WITH PLAN
1
1
1
2
2
3
3
5
4
1
0
F
R
A
M
I
N
G
D
E
T
A
I
L
S
S
4
.
1
W
C
A
P
R
O
J
E
C
T
N
O
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
R
V
D
E
A
L
E
R
S
H
I
P
R
E
X
B
U
R
G
,
I
D
c
o
n
s
u
l
t
a
n
t
s
2
1
1
7
2
W
C
A
J
C
I
S
S
U
E
D
A
T
E
:
R
E
V
.
-
8
/
1
9
/
2
0
2
1
D
A
T
E
-
D
E
S
C
.
-
a
r
c
h
i
t
e
c
t
u
r
e
p
l
a
n
n
i
n
g
i
n
t
e
r
i
o
r
s
c
l
a
r
i
t
y
d
e
s
i
g
n
g
r
o
u
p
5
5
2
5
s
o
u
t
h
9
0
0
e
a
s
t
,
s
t
e
3
4
0
m
u
r
r
a
y
,
u
t
a
h
8
4
1
1
7
t
.
3
8
5
.
2
4
7
.
8
5
7
0
S
H
E
E
T
T
I
T
L
E
4
4
2
N
o
r
t
h
M
a
i
n
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
B
o
u
n
t
i
f
u
l
,
U
t
a
h
8
4
0
1
0
(
8
0
1
)
2
9
8
-
1
1
1
8
,
O
f
f
i
c
e
2
9
8
-
1
1
2
2
F
a
x
E
n
g
i
n
e
e
r
i
n
g
i
n
c
.
S
t
r
u
c
t
u
r
a
l
e
-
m
a
i
l
:
w
c
a
@
w
c
a
e
n
g
.
c
o
m
8
/
1
9
/
2
0
2
1
1S4.2 DETAIL2S4.2 DETAIL
3
S
4
.
2
D
E
T
A
I
L
4
S
4
.
2
D
E
T
A
I
L
5S4.2 DETAIL
6
S
4
.
2
D
E
T
A
I
L
KEYNOTES:1.WALL STUDS, SEE PLAN2.WALL SHEATHING (SHEAR WALL TYPE"A" ALONG GRID 8), SEE PLAN ANDSCHEDULES3.14 GA TRACK (XXXT125-68, MATCH STUDDEPTH) ABOVE AND BELOW WOODBEAM TO FORM BEAM POCKET4.(4) WALL STUD TRIMMERS BELOW BEAM5.WOOD BEAM, SEE PLAN6.(4) #10 WOOD SCREWS, TRACK TOBEAM, TOP AND BOTTOM7.SECURE TO BACK WALL STUDS WITH #8SCREWS AT 18" O.C.1 122334566
K
E
Y
N
O
T
E
S
:
1
.
H
S
S
T
R
U
S
S
M
E
M
B
E
R
,
S
E
E
P
L
A
N
A
N
D
D
E
T
A
I
L
4
/
S
4
.
2
2
.
W
R
A
P
T
R
U
S
S
I
N
W
O
O
D
,
C
O
O
R
D
.
W
I
T
H
A
R
C
H
3
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
4
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
5
.
S
T
U
D
B
L
O
C
K
I
N
G
,
M
A
T
C
H
J
O
I
S
T
6
.
S
E
C
U
R
E
B
L
O
C
K
I
N
G
T
O
B
E
A
M
W
I
T
H
#
8
W
O
O
D
S
C
R
E
W
S
A
T
1
2
"
O
.
C
.
7
.
S
E
C
U
R
E
E
A
C
H
J
O
I
S
T
T
O
B
E
A
M
W
I
T
H
(
3
)
#
1
0
W
O
O
D
S
C
R
E
W
S
,
6
"
L
O
N
G
M
I
N
.
1
2
3
4
56
7
7
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
R
E
Q
'
D
P
A
N
E
L
B
O
U
N
D
A
R
Y
F
A
S
T
E
N
E
R
S
,
S
E
E
P
L
A
N
&
S
C
H
E
D
.
5
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
6
.
1
4
G
A
L
E
D
G
E
R
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
7
.
S
E
C
U
R
E
T
R
A
C
K
T
O
E
A
C
H
W
A
L
L
S
T
U
D
W
I
T
H
(
3
)
#
8
S
C
R
E
W
S
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
R
E
Q
'
D
P
A
N
E
L
B
O
U
N
D
A
R
Y
F
A
S
T
E
N
E
R
S
,
S
E
E
P
L
A
N
&
S
C
H
E
D
.
5
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
6
.
1
4
G
A
L
E
D
G
E
R
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
7
.
S
E
C
U
R
E
T
R
A
C
K
T
O
E
A
C
H
W
A
L
L
S
T
U
D
W
I
T
H
(
3
)
#
8
S
C
R
E
W
S
8
.
S
E
C
U
R
E
T
O
B
A
C
K
W
A
L
L
S
T
U
D
S
W
I
T
H
#
8
S
C
R
E
W
S
A
T
1
8
"
O
.
C
.
1
2
3
4
5
6
7
2
3
4
5
6
7
1
1
2
8
K
E
Y
N
O
T
E
S
:
1
.
W
A
L
L
S
T
U
D
S
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
A
N
D
S
C
H
E
D
U
L
E
S
3
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
S
T
U
D
J
O
I
S
T
,
S
E
E
P
L
A
N
5
.
1
4
G
A
T
R
A
C
K
(
X
X
X
T
1
2
5
-
6
8
,
M
A
T
C
H
S
T
U
D
D
E
P
T
H
)
6
.
L
A
P
J
O
I
S
T
W
I
T
H
W
A
L
L
S
T
U
D
S
A
N
D
S
E
C
U
R
E
W
I
T
H
(
3
)
#
8
S
C
R
E
W
S
7
.
S
E
C
U
R
E
T
R
A
C
K
T
O
P
E
M
B
W
I
T
H
#
8
S
C
R
E
W
S
A
T
1
2
"
O
.
C
.
S
T
A
G
G
E
R
8
.
P
E
M
B
B
E
A
M
,
B
Y
O
T
H
E
R
S
9
.
S
E
C
U
R
E
T
O
B
A
C
K
W
A
L
L
S
T
U
D
S
W
I
T
H
#
8
S
C
R
E
W
S
A
T
1
8
"
O
.
C
.
1
0
.
L
3
X
3
X
1
4
G
A
C
O
N
T
.
,
S
E
C
U
R
E
T
O
S
T
U
D
S
A
N
D
J
O
I
S
T
W
I
T
H
(
2
)
#
8
S
C
R
E
W
S
E
A
C
H
L
E
G
1
1
.
S
I
M
P
S
O
N
H
3
,
E
A
C
H
J
O
I
S
T
2
4
"
M
A
X
.
1
1
2
2
3
4
5
5
5
6
7
8
9
1
0
1
1
1/4TYP.
K
E
Y
N
O
T
E
S
:
1
.
H
S
S
C
O
L
U
M
N
,
S
E
E
P
L
A
N
2
.
H
S
S
6
x
6
x
5
/
1
6
3
.
H
S
S
4
x
4
x
1
/
4
4
.
W
R
A
P
H
S
S
T
R
U
S
S
W
I
T
H
W
O
O
D
,
C
O
O
R
D
.
W
I
T
H
A
R
C
H
.
5
.
P
R
O
V
I
D
E
3
/
1
6
E
N
D
P
L
A
T
E
S
W
H
E
R
E
R
E
Q
'
D
.
1
2
2
2
3
3
3
45KEYNOTES:1.EXTEND STRAP CONT. 18" ONTO HEADER2.WINDOW OPENING, SEE ARCH3.DOUBLE KING STUDS, TYP., SEE STEELSTUD BEAM SCHEDULE4.SHEATHING NOT SHOWN FOR CLARITY(STRAPPING MAY BE PLACED ON EITHERSIDE OF WALL)5.STRAP BLOCKING, TYP., SEE SHEARWALL SCHEDULE. WHERE CANOPYFRAMING OCCURS, PLACE STRAPPINGON THE INSIDE OF THE WALL6.SIMPSON CONT. STRAP, SEE PLAN,EXTENDING 18" ONTO WALL STUDFRAMING7.STRAPPING REQUIRED ABOVE ANDBELOW WINDOWS 1234566S4.2 DETAIL STRAPPING AT STEEL STUD HEADERS 7
F
R
A
M
I
N
G
D
E
T
A
I
L
S
S
4
.
2
W
C
A
P
R
O
J
E
C
T
N
O
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
R
V
D
E
A
L
E
R
S
H
I
P
R
E
X
B
U
R
G
,
I
D
c
o
n
s
u
l
t
a
n
t
s
2
1
1
7
2
W
C
A
J
C
I
S
S
U
E
D
A
T
E
:
R
E
V
.
-
8
/
1
9
/
2
0
2
1
D
A
T
E
-
D
E
S
C
.
-
a
r
c
h
i
t
e
c
t
u
r
e
p
l
a
n
n
i
n
g
i
n
t
e
r
i
o
r
s
c
l
a
r
i
t
y
d
e
s
i
g
n
g
r
o
u
p
5
5
2
5
s
o
u
t
h
9
0
0
e
a
s
t
,
s
t
e
3
4
0
m
u
r
r
a
y
,
u
t
a
h
8
4
1
1
7
t
.
3
8
5
.
2
4
7
.
8
5
7
0
S
H
E
E
T
T
I
T
L
E
4
4
2
N
o
r
t
h
M
a
i
n
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
B
o
u
n
t
i
f
u
l
,
U
t
a
h
8
4
0
1
0
(
8
0
1
)
2
9
8
-
1
1
1
8
,
O
f
f
i
c
e
2
9
8
-
1
1
2
2
F
a
x
E
n
g
i
n
e
e
r
i
n
g
i
n
c
.
S
t
r
u
c
t
u
r
a
l
e
-
m
a
i
l
:
w
c
a
@
w
c
a
e
n
g
.
c
o
m
8
/
1
9
/
2
0
2
1