HomeMy WebLinkAboutPLANS Restaurant 112 W Elkhorn Ave 201-0-8-027-23-19
APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
12/18/2018
REVIEWED BY ______________________
CONSTRUCTION TYPE _______________
OCCUPANCY CLASSIFICATION ________
SPRINKLERED ______________________
08/02/2019
Matt Rood P.E.
STRUCTURAL REVIEW ONLY
7-17-
19
7-17-
19
7-17-
19
Sheet Number
A7
Joseph E Calvin
Date
Sheet Title
Building Sections, Wall
Sections, and Deck
Framing
July 17, 2019
of 10
Ha
b
e
r
B
u
i
l
d
i
n
g
R
e
p
a
i
r
s
a
n
d
Re
m
o
d
e
l
11
2
W
e
s
t
E
l
k
h
o
r
n
A
v
e
Es
t
e
s
P
a
r
k
,
C
O
8
0
5
1
7
Pr
o
j
e
c
t
:
1
8
1
5
–
H
a
b
e
r
B
u
i
l
d
i
n
g
R
e
p
a
i
r
s
a
n
d
R
e
m
o
d
e
l
F
i
l
e
:
"
1
8
1
5
C
D
"
M
o
d
i
fi
e
d
:
F
r
i
,
J
u
l
2
6
,
1
9
P
r
i
n
t
:
F
r
i
,
J
u
l
2
6
,
1
9
D
r
a
w
n
b
y
:
J
P
B
C
h
e
c
k
e
d
b
y
:
J
E
C
7 / 17 / 19
4
A7
4
A7
5
A7
5
A7
5
A7
5
A7
4
A7
4
A7
7
A7
7
A7
6
A7
6
A7
6
A7
6
A7
7
A7
7
A7
4x10 beam bi-passes 4x4 column at this location
secure together with (2) 3/4" thru-bolts
(2
)
2
x
1
0
2x
8
j
o
i
s
t
s
at
1
6
"
o
c
4x44x44x4
4x4
4x4 4x44x44x46X6(3)
2
x
4
(3)
2
x
4
(3)
2
x
4
(3) 2
x
4
(3) 2
x
4(3) 2x43'-8"
East-West Building Section7Scale: 1/8" = 1'-0"
0 2 4 8 12 16
West-East Building Section6Scale: 1/8" = 1'-0"
0 2 4 8 12 16
North-South Building Section5Scale: 1/8" = 1'-0"
0 2 4 8 12 16
South-North Building Section4Scale: 1/8" = 1'-0"
0 2 4 8 12 16 North Wall Section3Scale: 3/4" = 1'-0"
E
F
E
F
E
F
E
F
100.1
200.1
B
105.1
103.1
103.1
104.1
Existing Business
Blake's Trading
Existing Business
Blake's Trading
Future Apartments200
Future Apartments200
Future Apartments200
Future Apartments200
110'-6" +/-
Upper Level Existing Floor
111'-8" +/-
Upper Level New Floor
100'-0"
Lower Level Floor
110'-6" +/-
Upper Level Existing Floor
111'-8" +/-
Upper Level New Floor
100'-0"
Lower Level Floor
110'-6" +/-
Upper Level Existing Floor
111'-8" +/-
Upper Level New Floor
100'-0"
Lower Level Floor
110'-6" +/-
Upper Level Existing Floor
111'-8" +/-
Upper Level New Floor
100'-0"
Lower Level Floor
Roof top equipment
is not shown on
this section.
Note
Roof top equipment
is not shown on
this section.
Note
Roof top equipment
is not shown on
this section.
Note
Roof top equipment
is not shown on
this section.
Note
East Wall Section2Scale: 3/4" = 1'-0"
Temporary Landing at Upper Level1Not to Scale
111'-8" +/-
Upper Level
New Floor
110'-6" +/-
Upper Level
Existing Floor
100'-0"
Lower Level Floor
3'
-
7
"
M
a
x
E
F
100.1
OCC46
2'-9" +/-3'-8"
2'-9" +/-
3'
-
9
"
5'
-
9
"
9'
-
6
"
2'
-
0
"
2'
-
0
"
7'
-
6
"
3'
-
9
"
3'
-
9
"
10'-5" +/-
10'-5" +/-
4'-8"
10'-1" +/-
9'
-
6
"
6"
10
'
-
0
"
5'
-
9
"
6"
6'
-
3
"
10'-5" +/-3'-8"
9'
-
6
"
5'
-
9
"
3'
-
9
"
2'
-
0
"
7'
-
6
"
6"
6"
2'-4"2'-4"12'-10"4'-8"2'-10" +/-10'-0" +/-
CLCL
CL
4x46x6
4x4
4'-8"12'-10"
All piers 18" dia 4'-0" deep with
(4) #4 verticals and (3) #3 ties
and Simpson OCB44 post base
2x10 ledger
2x
1
0
j
o
i
s
t
s
at
1
6
"
o
c
(3) 2x10
(3) 2x10
(2
)
2
x
1
0
(3
)
2
x
1
0
(2
)
2
x
1
0
(2) 2x10 joists
at 16" oc
(2
)
2
x
1
0
(2
)
2
x
1
0
(4) 2x12 stringers notched
for treads and risers
with (2) additional 2x12 stringer
not notched (full depth) and
sistered to each side of stair run
(4) 2x12 stringers notched
for treads and risers
with (2) additional 2x12 stringer
not notched (full depth) and
sistered to each side of stair runVerify opening in framing dimensions
and required curb heights with
Mechanical Contractor
1'
-
5
"
2x10
4x10
2x10 joist
HUC
410
(4) LSCZ
OCC46
HUC
410
OCC46
2x10
2x10
OCC46
(4) LUC26Z
(4) LUC26Z
(2
)
2
x
1
0
Upper Level Deck Framing10Scale: 1/4" = 1'-0"north
0 1 2 4 Lower Level Deck Framing9Scale: 1/4" = 1'-0"north
0 1 2 4
Deck Foundation Plan8Scale: 1/4" = 1'-0"north
0 1 2 4
100'-0"
Lower Level Floor
110'-6" +/-
Upper Level
Existing Floor
111'-8" +/-
Upper Level
New Floor
New header above door:
(2) 1¾" x 9½" LVL over
6'-0" door opening with
(2) 2x6 T and (2) 2x6 K
each end
New insulated aluminum
storefront doors
New EIFS coating with 6" trim
around doors and windows
Existing soffit
New 2x6 blocking and
connections for awnings
New 2x6 blocking and
connections for awnings
New aluminum clad
wood windows
New EIFS coating with 6" trim
around doors and windows
Existing concrete sidewalk
Existing concrete foundation
Existing concrete foundation
Existing concrete floor and fill Existing concrete floor and fill
4x4 post from deck up 7'-0" for
exterior light fixture -- notch post
and secure with (2) 3/4" thru bolts
both directions thru rims and beams
1/2" Expansion joint
New 4" thick concrete slab with
thickened edges over crushed
rock backfill
New epoxy floor
1-hour Ceiling Assembly
Re: Sheet A2
1-hour Ceiling Assembly
Re: Sheet A2
East Exterior Wall Assembly
Re: Sheet A2
New epoxy floor
1/2" Expansion joint
New 4" thick concrete slab with
thickened edges over crushed
rock backfill
New raised floor
Re: Structural
New raised floor
Re: Structural
Existing roof and parapet
New EIFS coating with 6" trim
around doors and windows
New 2x6 blocking and
connections for awnings
2x10 joists
at 16" oc
All material to be
treated SP #1
Framing Note
1
1 July 17, 2019
3
3 July 25, 2019
These details are the only parts of this sheet that
were reviewed and approved under the structural
review.