HomeMy WebLinkAboutPLANS STRUCTURAL Pavillion 250 Steamer Pkwy 2017-02-141 4
12" THICK PIT SLAB,
REINFORCE W/ #6 @ 12" EACH WAY,
TOP & BOTTOM. SEE ARCH'L DWGS
FOR SUMP SIZE AND LOCATION
F24F72
F24
F4.0
( 87'-5" )
STAIR NOTE:
SEE ARCHITECTURAL DRAWINGS
FOR STAIR SIZE & CONFIGURATION
9
S-301
10
S-301
ELEVATOR PIT NOTE:
CONTRACTOR SHALL COORDINATE EXACT SIZE,
CONFIGURATION, AND DEPTH WITH ELEVATOR
MANUFACTURER. ALSO COORDINATE SUMP SIZE
& CONFIGURATION WITH SUPPLIER.
F24
F2
4
F24 F24
STAIR NOTE:
SEE ARCHITECTURAL DRAWINGS
FOR STAIR SIZE & CONFIGURATION,
TYPICAL
( 90'-4" )
F24
F24
F24
F24F24
F4.0
F4.0
F2
4
( 90'-4" )
( 90'-4" )
( 90'-4" )
( 90'-4" )
12" THICK AREAWAY MAT SLABS
REINFORCE W/ #6 @ 12"
EACH WAY, TOP & BOTTOM
P24B
10
S-302
S-301
5
TYP
11
S-301SIM
12" THICK MAT SLAB.
REINFORCE W/ #6 @ 12"
EACH WAY, TOP & BOTTOM
ROCK
( 83'-9" )
( 83'-9" )
12
2 3
5
6
7
8
9
10
11
WP
WP
4 5 .0 0 °
30.00°
7.50°
15.00°
7 .5 0 °
7 .5 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5.
00°
5.0 0 °
7.50°
H'
E'
A
C
E
F.1
GFDB
B.1
C.1
W10x33
B.9 D.2
BPA
F5.0
( 90'-4" )
W10x33
W12x72
W10x33
W12x72
W10x33
BPA
F5.0
( 90'-4" )
BPA
F5.0
( 90'-4" )
BPE
F9.0
( 90'-4" )
BPA
F5.0
( 90'-4" )
BPE
F9.0
( 90'-4" )
BPA
F5.0
( 87'-1" )
W10x33
BPA
F5.0
( 87'-1" )
W10x33
BPA
F5.0
( 87'-1" )
W10x33
BPA
F4.0
( 87'-1" )
W10x33
BPAF4.0
( 87'-1" )
W10x33
W10x33
BPA
F5.0
( 90'-4" )
P24B
P24B
F4.0
( 90'-4" )
F24
F4.0
( 90'-4" )
P24B
P24B
F24
F24
P24B
( 90'-4" )
F4.0 P24B ( 90'-4" )
F4.0
P24B ( 90'-4" )
F4.0
W10x33
BPA
F5.0
( 90'-4" )
F4.0
( 90'-4" )
( 90'-4" )
F4.0
P24B
F24
F24
F24
F5.0
( 90'-4" )
P24B
F5.0
( 90'-4" )
P24B
F5.0
( 90'-4" )
P24B
( 90'-4" )
F4.0
P24B
( 90'-4" )
F4.0
P24B
F4.0
( 90'-4" )
P24B
F5.0
( 90'-4" )P24B
F24
( 91'-6" )
( 90'-4" )
FS
B
1
P24B
P24B
F4.0
( 90'-4" )
F4.0
( 90'-4" )
P24B
J'
S-306
1
E.5
W10x33
BPA
F4.0
( 87'-5" )
BPA
F4.0
( 87'-1" )
W10x33
BPA
F4.0
( 87'-1" )
W10x33
G.5'
1
S-301TYP
3
S-301
11
S-301 TYP
3
S-301
9
S-301 SIM
( 90'-4" )
F4.0
P24B
( 90'-4" )
F4.0
C44
BPH
F108
5
S-302
11
S-301 SIM
11
S-301 TYP
9
S-302
1
1
1
STOP FOOTING & DOWEL
WALL TO ROCK PER
SIM, FIELD VERIFY
ROCK
1
5/S-300
1
G'
8" WALL W/ #5 @
12" EA WAY1
1
1
1
1
1 1
1
1
1
4 '-0 "
( 87'-5" )
3
S-310
( 87'-5" )
1
1
S-310
1
S-310
2
S-310
2
S-310
1
( 87'-5" )
11
S-301 SIM
( 87'-5" )
FS
FS
DOWEL KNEE WALL TO
SIDE OF FOOTING STEP
NORTH
• USGS ELEVATION 7603' = 100'-0 DRAWING ELEVATION.
• TOP OF FLOOR SLAB ELEVATION = 91'-0 UNLESS NOTED THUS:
• TOP OF PERIMETER/EXTERIOR FOOTING ELEVATION = 90'-4, UNLESS NOTED THUS: (XXX'-X)
• SEE SHEETS S-100 AND S-200D AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS, GENERAL NOTES,
SYMBOL KEY AND ABBREVIATION KEY
• BASEMENT WALL AND SLAB ON GRADE DESIGN ASSUMES NO HYDROSTATIC PRESSURE.
SEE ARCHITECTURAL & CIVIL DRAWINGS FOR PERIMETER DRAIN ROUTING & WATERPROOFING
INTERIOR SLAB ON GRADE:
4" THICK CONCRETE SLAB ON PREPARED SUBGRADE PER
GEOTECHNICAL REPORT AND ARCHITECTURAL DWGS; REINFORCE SLAB
W/ 6x6 - W4/W4, PLACED AT SLAB MID-DEPTH; PROVIDE SAWCUT OR
FORMED CONTROL JOINTS, PER 2/S-301 @ 12'-0± IN EACH DIRECTION.
ADD (1)-#4 x 2'-8 DIAGONAL BARS AT MID-DEPTH OF SLAB AT ALL RE-
ENTRANT CORNERS.
0 2'4'8'16'
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The Information shown on this
document represents copyrighted
intellectual property. Reproduction
and/or distribution is not permitted
without the prior consent of
Lodestone Design Group.
ISSUE DATE
DRAWING TITLE:
DATE:
DRAWN
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JSS SDC
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JVA #17444.3
Permit 11/20/15
Permit Comments 03/11/16
Construction Set 03/31/16
Coord Set 002 12/12/16
Conformance Set 01/23/17
S-200
BASEMENT
FOUNDATION PLAN
01/23/17
1/8" = 1'-0"
BASEMENT FOUNDATION PLAN
REVISION SCHEDULE
1 Basement Slab 02/19/16
RFI #44 01/13/17
S
43003
CO L OR A D O L ICEN
S
E
D
P
R
O
FE
SSIONA L E N G I N EERSTEVEN
RETNEP
RACDEREK
03/02/16
1 4
1 6 4 .9 7 °
1
0
5.0
2°
1 0 4 .9 7 °
1 6 8 .7 7 °
86.21°
2 '-0 "
1 1 '-6 "
2 '-0 "
1'
-
0
"
1'-0"1'-0"
17
'
-
1
0
"
1'
-
0
"
11
'
-
6
1
/
8
"
6'
-
2
1
/
4
"
1'
-
0
"
69
'
-
9
1
/
4
"
11"
1'
-
0
"
1'-0"1'-0"
1 0 1.1 5 °
1'
-
0
"
90.00°
9 3 .7 5 °
8"
8
"
1 '-0 "1
'-
0
"
1'-0"
1'-0"
1'-0"
1'-0"
1
'-
0
"
1'-0"
1
'
-
0
"
1
'
-
0
"
11
'
-
2
3
/
4
"
12
2 3
5
6
7
8
9
10
11
H'
E'
A
C
E
F.1
GFDB
B.1
C.1
B.9 D.2
3'-5 3/8"
12
'
-
1
0
"
127'-6"
111'-9"
97'-9"95'-1"
83'-9"
7 1'-9"
125'-0"
114'-3"
92'-6"
89'-9"
81'-0"
65'-0"
9 0 .0 0 °
9
0
.
0
0
°
4 5 .0 0 °
30.00°
7.50°
15.00°
7 .5 0 °
7 .5 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5.
00°
5.0 0 °
7.50°
WP
WP
J'
2'-0"
5
'
-
4
"
1
'
-
0
"
1 5 3 .8 0 °
55
'
-
9
3
/
4
"
34'-6 1/2"
1 6 1 .2 0 °
1'-1 3/8"
1'-4 3/8"
10'-9 3/4"11'-2 1/4"14'-7 3/8"
1'-11 1/2"
1 6 8 .8 5 °
168.85°
E.5
106'-2"
G.5'
1 6 1 .2 0 °
9 0 .0 0 °
9
0
.
0
0
°
9
0
.
0
0
°
1 6 8.7 2 °
6'-10 1/2"
108.81°
90.00°
3 5 '-3 7 /8 "
21'-5 1/8"
9'-8"
24'-2 3/8"
5"
21'-3 7/8"
22'-0 5/8"
2'-3 3/4"
40'-9 1/8"
6'-0"
9
0
.
0
0
°
3'-7"
1 5 5 .6 9 °
9 5 .72°
174.21°
1 7 0.7 4 °
1 6 4 .9 6 °1 6 5 .0 0 °
32'-3 1/4"
8'-1 1/8"
7'-7"
2'-0"
1'-0"
15'-7 1/2"
8'-0 3/8"
9'-0"
7'-3 1/2"
12'-4"
HOISTWAY
10'-8" CLR
1'-0"
9
0
.
0
0
°
1 3 '-6 "
1
'-
0
"
1'-0"
2.53°
2.47°
1 0 5 .0 0 °
1 0 4 .9 7 °
45'-6 3/8"
8 9 .9 3 °
9
0
.
0
0
°
12'-6 3/4"
17'-3"
15'-7 1/2"
1'-0"
HOISTWAY
7'-4" CLR
8"
7 5/8"
G'
5/8"
1
8 "3 "1
6"
1
2
3
'-
6
3
/
8
"
1
8
'-
6
"
20'-9 3/8"
38'-3 3/4" (VERIFY)
COORDINATE ALL STAIR WALL DIMENSIONS
WITH ARCHITECT DRAWINGS
3
21'-9 3/4" (VERIFY)
(VERIFY)
15'-10"
(VERIFY)
5'-11 3/4"
(VERIFY)
5'-0 5/8"
3
3
5
'
-
0
"
4
NORTH
PLEASE VERIFY ALL DIMENSIONS BETWEEN STRUCTURAL AND
ARCHITECTURAL PLANS. IF ANY DISCREPANCIES OCCUR, PLEASE
CONTACT ARCHITECT AND STRUCTURAL ENGINEER.0 2'4'8'16'
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The Information shown on this
document represents copyrighted
intellectual property. Reproduction
and/or distribution is not permitted
without the prior consent of
Lodestone Design Group.
ISSUE DATE
DRAWING TITLE:
DATE:
DRAWN
Es
t
e
s
P
a
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k
,
C
O
L
O
R
A
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8
0
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CHECKED:
JSS SDC
GR
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JVA #17444.3
Permit 11/20/15
Permit Comments 03/11/16
Construction Set 03/31/16
Coord Set 002 12/12/16
Conformance Set 01/23/17
S-200D
FOUNDATION
DIMENSION PLAN
01/23/17
1/8" = 1'-0"
FOUNDATION DIMENSION PLAN
REVISION SCHEDULE
1 Basement Slab 02/19/16
3 Exterior Stair 08/11/16
4 Conformance Set 01/23/17
S
43003
CO L OR A D O L ICEN
S
E
D
P
R
O
FE
SSIONA L E N G I N EERSTEVEN
RETNEP
RACDEREK
03/02/16
1 4
F24
( 97'-6" )
S-305
1
S-305
6
98'-0
POND ELEVATION
S W 2
TW= 104'-0"TW= 103'-0"
TW= 102'-0"
TW= 101'-0"
WALL
8" CONC
TW= 100'-0"
C45
F4.0
( 97'-6" )
F4.0
( 97'-6" )
P24B
P24B
TW= 99'-6"
12
4 5 .0 0 °
2 3
5
6
7
8
9
10
11
WP
WP
30.00°
7.50°
15.00°
7 .5 0 °
7 .5 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5.
00°
5.0 0 °
7.50°
H'
E'
A
C
E
F.1
GFDB
B.1
C.1
W12X87
W12x72
W12x72
W10X54
W10X49
W10X77
W10x33
W10x33
W12X87
W12X87
W12X87
W12X87
W12X87
W12X87
W12X87
W12X87
W12X87
B.9 D.2
W12X87
W10X77
13
W
1
8
X
4
0
<
2
0
>
W
1
8
X
4
0
<
2
0
>
W
1
8
X
4
0
<
2
0
>
W
1
8
X
4
0
<
2
0
>
W
1
2
X
2
2
<
8
>
W
12X2
2 <8>
W
18X40 <20>
W
18X40 <20>
W 1 2 X 2 2 <8 >
W 1 2 X 2 2 <8 >
W 1 2 X 2 2 <1 0 >
W 1 2 X 2 2 <1 0 >
W 1 2 X 2 2 <1 0 >
W 1 8 X 3 5 <2 4 >
W 1 8 X 3 5 <2 0 >
W 1 6 X 2 6 <1 4 >
W 1 4 X 2 2 <1 4 >
W 1 4 X 2 2 <1 4 >
W 1 6 X 2 6 <1 4 >
W 1 8 X 3 5 <2 0 >
W 1 8 X 3 5 <2 4 >
W 1 8 X 3 5 <2 4 >
W 14X22 <12>W 14X22 <12>W 12X22 <12>W 12X22 <10>W 12X22 <8>W 12X22 <8>
W14X
2
2
<
1
4
>
W1
4X22
<
1
4>
W 1 8 X 3 5 <2 4 >
W18X40 <16>
W18X40 <14>
[SL]
W18X40 <14>
[SL]
W
1
8
X
4
0
<
1
6
>
W
1
8
X
4
0
<
1
4
>
[
S
L
]
W
1
8
X
4
0
<
1
4
>
[
S
L
]
M F 2
MF3
M F 7
MF1
MF6
B
1
W10x33
W10x33
1 3 '-6 "
M F 5
1
1
3
3
W16X26 <16>
W16X26 <20>
W18X40 c = 3/4" <24>
W 1 4 X 2 2 <1 4 >
W 1 2 X 2 2 <1 2 >
W 1 2 X 2 2 <8 >
W 1 2 X 2 2 <1 2 >
W16X26 <20>
W12X22 <4>
W14X22 <16>
W12X22 <8>
W12X22 <8>
W12X22 <12>
W12X22 <12>
W14X22 <14>
W18X40 c = 3/4" <24>
W16X26 <20>
W16X26 <20>
W1
2
X
2
2
<
8
>
EP
1
EP2
EP2
EP2
EP2
EP2
EP1
EP1
EP1
EP1
EP3 EP3
W
1
8
X
4
0
<
1
6
>
W 1 2 X 2 2 <8 >
E
P
1
W
1
2
X
2
2
BPD
BPF
99'-4"
BPF
99'-4"
6
S-302
[ 99'-6" ]
[ 99'-6" ]
[ 100'-4" ]
[ 101'-10" ]
[ 99'-6" ][ 9 9 '-6 " ]
[ 100'-4" ]
[ 100'-4" ][ 1 0 0 '-4 " ]
6
S-302
[ 101'-1" ]
[ 101'-1" ]
[ 1 0 1 '-1 " ]
[ 101'-10" ]
[ 103'-6" ][
1
0
3
'
-
6
"
]
[ 102'-7" ]
[ 101'-10" ]
[ 101'-10" ]
[ 102'-7" ]
[ 1 0 1 '-1 0 " ]
[ 1 0 2 '-7 " ]
[
1
0
1
'
-
1
0
"
]
[
1
0
1
'
-
1
0
"
]
[
1
0
0
'
-
4
"
]
[
9
9
'
-
6
"
]
TW= 99'-6"
TW= 101'-1"
TW= 99'-6"
TW= 99'-6"
BPD
BPB
BPA
11C
S-301
11C
S-301
11C
S-301
TW= 104'-0"
103'-4"
TW= 104'-0"
105'-4"
TW= 106'-0"
101'-0"
TW= 105'-0"
11C
S-301
11C
S-301
B2
[ 103'-6" ]
[ 103'-6" ]
[
1
0
3
'
-
6
"
]
3
3
11B
S-301
11A
S-301
BPC
97'-0"
TW= 99'-6"
BPC
BPA
BPA
BPE
BPE
BPE
BPE
BPE
BPE
BPG
BPG
BPG
BPA
100'-0"
100'-0"
BPH
1
S-302
TW= 101'-0"
EP1
EP2
11C
S-301
11A
S-301
1
S-303TYPDECK11C
S-301
STEP TW
STEP TW
2
S-303 TYP
XTW= 100'-0"
STEP TW
TW= 101'-0"
97'-0"
97'-0"
STEP TW
STEP TW
TW= 102'-0"
TW= 104'-0"TW= 103'-0"
4
S-303
11A
S-301
11A
S-301
3
S-302
TW= 104'-8"
FS
( 92'-4" )
( 94'-4" )
( 96'-4" )
( 97'-6" )
FS
FSTW= 104'-8"2
S-302
7
S-301
TW=112'-8"
TW=112'-8"
TW=112'-8"
( 97'-6" )
( 97'-6" )
11
S-301 SIM
F24
F24
F24
F24
5
COORDINATE
W/ ARCH
11
S-301
SLAB ON GRADE
COORD DEPRESSION
W/ ARCH
7
S-301
6
S-302
97'-0"
97'-0"
TW= 99'-6"
TW= 99'-6"
TW= 99'-6"
TOP OF PILASTER
= 97'-0
11A
S-301
COORD W/ ARCH FOR T.O.
WALL ELEVATIONS AND
RAILING INFORMATION
ROCK
FOOTING STEPS & WALL MAY
VARY DUE TO ROCK.
MINIMUM WALL THICKNESS = 8"
( 97'-6" )
( 95'-6" )
( 93'-6" )
( 91'-6" )
( 90'-4" )
FS
FS
FS
FS
TW= 99'-6"
S-305
2
S-305
3
S-305
4
J'
S-305
5
S-306
1
8
S-302
8
S-302
S-306
2
M F 4
[
9
9
'
-
6
"
]
W
1
2
X
2
6
<
1
6
>
[
S
L
]
W
1
8
X
4
0
<
1
6
>
[
L
O
W
]
[
9
9
'
-
6
]
W
1
8
X
4
0
<
1
6
>
[
S
L
]
W
1
8
X
4
0
<
1
6
>
[
L
O
W
]
[
9
9
'
-
6
]
S-305
8
E.5
F4.0
( 97'-6" )
F4.0
( 97'-6" )
P24B
P24B
W10x33
W10x33
BPA
100'-0"
100'-0"
G.5'
2
3
'-
6
3
/
8
"
BPA
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
F24
SIM
2
EP1
EP2
EP1
EP1
97'-0"
97'-0"
97'-0"
11C
S-301
BPA
97'-0"
S-305
8
S-305
4 S-305
7
EQ
EQ
EQ
EQ
EQ
EQ
W12X22 <8>
W12X22 <8>
6'-3"
5'-5"
5'-5"
10'-6"
W14X22 <12>
W14X22 <8>
W14X22 <12>
W12X22 <8>
W12X22 <8>
EP1
EP1
EP1
EP1
EP1
EP2
EP2
EP2
W14X22 <10>
EP1
6'-4"
6'-3"
19'-0"
1'-4"
(99'-4)
S-305
4
7'
-
9
"
5'
-
3
"
5'
-
4
"
9'-6"8'-10"
TW= 103'-6"
W1
4
X
2
2
<
8
>
[
10
3
'
-
6
"
]
W14X22 <12>[ 103'-6" ]
EP2
99'-6"
101'-10"
103'-4"
6'-4"
5
S-302
TW= 99'-6"
SIM
SIM
SIMTW= 103'-6"
STEP TW
11
S-301
11C
S-301 SIM
11A
S-301SIM
8
S-302
9
S-302
9
S-302
G'
SIM 1
1
1
1
1
W
T
3
X
1
2
.
5
W
T
3
X
1
2
.
5
W
T3X12.5
1
1
1
5
S-303
1
2
2
2
8" WALL ABV 104'-8"
2
STEP TW
2
STEP TW
STEP TW
2
2
2
TW= 99'-6"
TW= 107'-10 1/2"
TW= 103'-6"
TW= 117'-6"
TW= 101'-6"
( 111'-6" )
3'-2"
3'-2"
3'-2"
3'-2"
3'-2"15'-10"
( 103'-6" )
( 105'-6" )
( 107'-6" )
( 109'-6" )
FS
FS
FS
FS
FS
SITE WALL, SEE CIVIL
(SITE WALL MAY BE DOWELD TO
STRUCTURAL WALL)
5
S-310
4
S-310
3
TW= 99'-6"
STOP FOOTING & DOWEL WALL
TO ROCK PER SIM,
AT CORNER, FIELD VERIFY
5/S-300
8" CONC WALL AS REQ FOR
SILL 8" MIN ABV STAIR W/ #5
@ 12" EW DOWELED
4
4
NORTH
• USGS ELEVATION 7603' = 100'-0 DRAWING ELEVATION.
• TOP OF FLOOR SLAB ELEVATION = 100'-0 UNLESS NOTED THUS:
• TOP OF PERIMETER STEM WALL ELEVATION NOTED THUS: TW XXX'-XX
• ALL PILASTERS ARE TYPE P24B, SEE SCHEDULE SHEET S-301
• TOP OF PILASTER ELEVATION 97'-0 UNLESS NOTED THUS: (XXX'-XX)
• PROVIDE BLOCKOUTS AT STEM WALL AROUND PILASTERS AS REQUIRED FOR COLUMN BASE PLATES
• TOP OF STEEL BEAM ELEVATION = [99'-6], UNLESS NOTED THUS: [XXX'-X]
• SEE SHEET S-100 AND S-200D AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS, GENERAL NOTES,
SYMBOL KEY AND ABBREVIATION KEY
0 2'4'8'16'
TYPICAL COMPOSITE FLOOR CONSTRUCTION:
6" UNIFORM THICKNESS SLAB ON 3" DEEP x 20 GAGE STEEL DECK
(VULCRAFT TYPE 3VL) WITH GALVANIZED FINISH; STEEL DECK SHALL BE
CONTINUOUS OVER TWO OR MORE SUPPORTS; REINFORCE WITH #4 @
16" EACH WAY SUPPORTED ON CHAIRS 1" CLEAR FROM TOP OF SLAB.
TOP OF FINISH FLOOR SLAB ELEVATION = 100'-0. SCREED TO LEVEL.
CONTRACTOR SHALL COORDINATE LIGHT GAGE POUR STOPS AS
REQUIRED. CONTRACTOR SHALL COORD. CURING REQUIREMENTS
W/FLOORING MATERIALS.
<XX> INDICATES NUMBER OF 3/4"Ø x 4 1/2" LONG HEADED ANCHOR
STUDS (HAS) UNIFORMLY SPACED ALONG CENTERLINE OF MEMBER
SHOWN; WHERE NOT NOTED ON PLAN, INSTALL HEADED ANCHOR
STUDS @ 24" OVER THE FULL LENGTH OF THE MEMBER, TYPICAL.
INTERIOR SLAB ON GRADE:
4" THICK CONCRETE SLAB ON PREPARED SUBGRADE PER
GEOTECHNICAL REPORT AND ARCHITECTURAL DWGS; REINFORCE SLAB
W/ 6x6 - W4/W4, PLACED AT SLAB MID-DEPTH; PROVIDE SAWCUT OR
FORMED CONTROL JOINTS, PER 2/S-301 @ 12'-0± IN EACH DIRECTION.
ADD (1)-#4 x 2'-8 DIAGONAL BARS AT MID-DEPTH OF SLAB AT ALL RE-
ENTRANT CORNERS.
TOP OF STEEL FOR ALL COMPOSITE BEAMS, THIS SHEET SHALL BE
[99'-6]
ELEVATOR NOTE:
CONTRACTOR SHALL COORDINATE EXACT SIZE &
CONFIGURATION WITH ELEVATOR MANUFACTURER.
SEE 10/S-307 FOR STUD PACKS. COORDINATE WITH ELEVATOR
RAILS.
EXTERIOR SLAB ON GRADE:
6" THICK CONCRETE SLAB ON PREPARED SUBGRADE PER
GEOTECHNICAL REPORT AND ARCHITECTURAL DWGS; REINFORCE SLAB
#4 @ 12" EA WAY, PLACED AT SLAB MID-DEPTH; PROVIDE SAWCUT OR
FORMED CONTROL JOINTS, PER 2/S-301 @ 12'-0± IN EACH DIRECTION.
ADD (1)-#4 x 2'-8 DIAGONAL BARS AT MID-DEPTH OF SLAB AT ALL RE-
ENTRANT CORNERS.
BR
A
C
E
D
/
F
R
A
M
E
B
A
Y
S
Y
M
B
O
L
S
INDICATES BRACED BAY ELEVATION
INDICATES CONFIGURATION OF INVERTED
CHEVRON-TYPE BRACED BAY WITH HSS
DIAGONAL BRACES
INDICATES CONFIGURATION OF SINGLE
DIAGONAL BRACED BAY WITH
HSS DIAGONAL BRACE
INDICATES RIGID (MOMENT) FRAME
ELEVATION W/ FULL PENETRATION WELDED
BEAM FLANGE TO COLUMN CONNECTIONS
INDICATES BRACED BAY OR FRAMED BAY
COLUMN BASE
X
SX
B INDICATES BRACED BAY MARK
MF
INDICATES MOMENT FRAME WITH FULL
PENETRATION WELDED BEAM FLANGE TO
COLUMN CONNECTIONS
X
SX
1
KEYNOTE
INDICATES TYPICAL FRAMED OPENING IN SLAB. REFERENCE MEP DRAWINGS
FOR EXACT LOCATIONS AND CONFIGURATIONS.
FRAME W12 INTO W18 AT ELEVATION 99'-6. EXTEND WEB AS REQUIRED
TO GET 3 BOLT CONNECTION.
LIGHT GAGE OR FORMED POUR STOP BY CONTRACTOR
2
3
Pa
v
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S
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a
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S
T
O
N
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D
E
S
I
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N
18
5
5
S
U
M
N
E
R
S
T
.
LO
N
G
M
O
N
T
,
C
O
PH
O
N
E
:
3
0
3
−81
9
−
FA
X
:
3
0
3
−26
1
−
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.
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The Information shown on this
document represents copyrighted
intellectual property. Reproduction
and/or distribution is not permitted
without the prior consent of
Lodestone Design Group.
ISSUE DATE
DRAWING TITLE:
DATE:
DRAWN
Es
t
e
s
P
a
r
k
,
C
O
L
O
R
A
D
O
8
0
5
1
7
25
0
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a
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CHECKED:
JSS SDC
GR
O
U
P
OD
E
S
T
O
N
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L
DE
S
I
G
N
JVA #17444.3
Permit 11/20/15
Permit Comments 03/11/16
Construction Set 03/31/16
Coord Set 002 12/12/16
Conformance Set 01/23/17
S-201
1ST FLOOR
FOUNDATION/FRAMING
PLAN
01/23/17
1/8" = 1'-0"
1ST FLOOR FOUNDATION/FRAMING PLAN
REVISION SCHEDULE
1 Basement Slab 02/19/16
2 Construction Set 03/31/16
3 Exterior Stair 08/11/16
4 Conformance Set 01/23/17
S
43003
CO L OR A D O L ICEN
S
E
D
P
R
O
FE
SSIONA L E N G I N EERSTEVEN
RETNEP
RACDEREK
03/02/16
1 4
HEADERS:
TYPICAL = (3) 2x8 AT EXT AND (2) 2x8 INT
UNLESS NOTED ON PLAN:
H1 = (2) 1-3/4"x7-1/4" LVL
H2 = (3) 1-3/4"x7-1/4" LVL
H3 = (3) 1-3/4"x9-1/4" LVL
TRIM & KING STUDS:
TYPICAL = (2) KING STUDS (2K) AND (1) TRIM STUD (1T)
UNLESS NOTED ON PLAN
STUD PACKS:
"X" NUMBER OF BUILT-UP 2x6 STUDS IN
COLUMN BELOW
CONTACT EOR IF HEADERS NOT CURRENTLY
INDICATED ON PLAN ARE REQUIRED.
12
2 3
5
6
7
8
9
10
11
4 5 .0 0 °
30.00°
7.50°
15.00°
7 .5 0 °
7 .5 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5.
00°
5.0 0 °
7.50°
H'
E'
A
C
E
F.1
GFDB
B.1
C.1
B.9 D.2
W8X28
W8X28
W8X28
W8X28
W8X28
W8X28
W12X26
M F 2
MF3
M F 7
MF1
MF6
B2
B
1
M F 5
1
S-308
1
S-308
1
S-308
2
S-308
3
S-308
4
S-308
9 0 .0 0 °
9 3 .6 9 °
9 0 .0 0 °
1
S-308
9 1/2" TJI 210 @
16"
13
S-308
5
S-308
6
S-308
6
S-308SIM
WELDED BEAM HANGER EA
END, TYP, SEE 5/S-307
9 1/2" T
JI 2
1
0
@
1
6"
1
4
"
L
V
L
@
1
6
"
7
S-308
W 1 2 X 2 6
[ 1 1 3 '-0 1 /4 " ]
W 3 6 X 1 3 5 [ 1 1 3 '-0 1 /4 " ]
W3
6
X
1
35
[ 11
3
'
-
0
1
/
4
"
]
W 12X26
[ 113'-0 1/4" ]
W18X50[ 113'-0 1/4" ]
W18X50[ 113'-0 1/4" ]
W16X36[ 113'-0 1/4" ]
W21X57[ 112'-7 3/4" ]
W
36X1
35 (c
=3/4")
[ 113'-0 1/4" ]
W
3
6
X
1
3
5 (c=
3/4")[ 1
13'-0 1/4" ]
W
3
6
X
1
3
5 (c
=
3/4
")[ 1
1
3'-0 1/4" ]
W
3
6
X
1
3
5
(
c
=
3
/
4
")
[
1
1
3'-
0
1
/
4
" ]
W
3
6
X
1
3
5
(
c
=
3
/
4
"
)
[
1
1
3
'-
0
1
/
4
" ]
W
3
6
X
1
3
5
(
c
=
3
/
4
"
)
[
1
1
3
'
-
0
1
/
4
"
]
W
3
6
X
1
3
5
(
c
=
3
/
4
"
)
[
1
1
3
'
-
0
1
/
4
"
]
W 2 4 X 1 0 3 [ 1 1 3 '-0 1 /4 " ]
W2
4
X
1
03
[ 11
3
'
-
0
1
/
4
"
]
W 1 4 X 2 6 [ 1 1 3 '-9 3 /4 " ]
W 1 6 X 3 1
[ 1 1 3 '-0 1 /4 " ]
W 1 6 X 3 1
[ 1 1 3 '-0 1 /4 " ]
W 1 6 X 3 1
[ 1 1 3 '-0 1 /4 " ]
W1
6
X
3
1
[ 11
3
'
-
0
1
/
4
"
]
W1
6
X
3
1
[ 11
3
'
-
0
1
/
4
"
]
W1
6
X
3
1
[ 11
3
'
-
0
1
/
4
"
]
W 1 4 X 2 6 [ 1 1 3 '-9 3 /4 " ]
W24X68[ 114'-7 1/4" ]
W12X26
[ 113'-0 1/4" ]
W12X26
[ 113'-0 1/4" ]
W12X26
[ 113'-0 1/4" ]
W12X26[ 113'-0 1/4" ]
W
1
2
X
2
6
[
1
1
3
'
-
0
1
/
4
"
]
W
1
2
X
2
6
[
1
1
3'-
0
1
/
4
" ]
W
12X2
6
[ 113'-0 1/4" ]
W12X26[ 113'-0 1/4" ]
(2 ) 1 4 " L V L
(2) 1
4
"
L
V
L
W 1 2 X 5 0 [ 1 1 5 '-0 1 /2 " ]
W
1
2
X
3
5
[
1
1
5
'-
0
1
/
2
"
]
W
1
2
X
3
5
[
1
1
5
'-
0
1
/
2
"
]
W 14X26
[ 113'-0 1/4" ]
(2) 14" LVL
(2 ) 1 4 " L V L
8
S-308
14
"
T
J
I
2
1
0
@
1
6
"
14" LVL @ 16"
14" TJI 210 @ 16"
14" TJI 210 @ 16"
9
S-308
J'
9 1 /2 " T J I 2 1 0 @ 1 6 "
9 1
/
2
"
T
J
I
2
1
0
@
1
6
"
(2) 9 1/2" TJI 2
10 @ 16"
(2 ) 9 1 /2 " T J I 2 1 0 @ 1 6 "
(2 ) 9 1 /2 " L V L
(
2
)
9
1
/
2
"
L
V
L
(2 ) 9 1 /2 " L V L
(3 ) 9 1 /2 " L V L
(3 ) 9 1 /2 " L V L
(3 ) 9 1 /2 " L V L
(
2
)
9
1
/
2
"
L
V
L
(
2
)
9
1
/
2
"
L
V
L
(
3
)
1
4
"
L
V
L
(2 ) 1 4 " L V L
SW3
SW3
[ 113'-0 1/4" ]
SW4
SW5
SW4
SW6
W
1
2
X
2
6
[
1
1
3
'
-
0
1
/
4
"
]
SPLICE DBL TOP PL W/
MSTC28 STRAP EA SIDE TYP
THIS LINE, SEE 8/S-307
SW
2
a
SW
2
a
HD1
HD1
HD1
HD1
HD2
HD2
HD2
HD2
HD2
HD3
HD3
HD7
HD7
(2) 2x PT STUDS AT SW
EDGE W/ AB TO CONC
WALL PER SW SCH
HD3
W
1
2
X
2
6
[
1
1
3
'
-
0
1
/
4
"
]
W
1
2
X
2
6
[
1
1
3
'
-
0
1
/
4
"
]
W
1
2
X
2
6
[
1
1
3
'
-
0
1
/
4
"
]
W
1
2
X
2
6
[
1
1
3
'
-
0
1
/
4
"
]
W 1 2 X 2 6
[ 1 1 5 '-0 1 /2 " ]
W
1
2
X
3
5
[
1
1
5
'-
0
1
/
2
"
]
W
1
2
X
2
2
[
1
1
5
'-
0
1
/
2
"
]
(3
)
1
4
"
L
V
L
(2) 14" LVL
(3) 14" LVL
1
S-307 TYP
E.5
G.5'
9 1 /2 " T J I 2 1 0 @ 1 6 "
SHADING INDICATES SHEATHING
EDGES BLOCKED W/ 2x4 FLAT &
EDGE NAILED BETWEEN JOISTS
113'-2 1/2"
113'-2 1/2"
X
S-303
13
H3
H 3
H 3
H 3
H1
H1
3
2x4 @ 8"
2x4 @ 8"
TYP
11D
S-301
CONT BLOCKING AT
1/3 POINTS, TYP
CONT BLOCKING AT
1/3 POINTS, TYP
M F 4
12
S-308
12
S-308
2T
3K3
3
3
3
3
3
3
3
2
7
S-308
2
S-307
3
S-307
G'
1'-0"
1'-0 "
2 '-0 "
2 '-0 "
C44 STUB
C44 STUB
C44 STUB
2
3
'-
6
3
/
8
"
1
115'-1 1/4"
14
S-308
1T
3K
1T
3K 1T
3K
1T
3K
(8) 2x4
2x4 @ 8"
2x4 @ 8"
3
(4) 2x4
(4) 2x4
2x4 @ 8"
2
2
2
4
NORTH
• USGS ELEVATION 7603' = 100'-0" DRAWING ELEVATION.
• TOP OF FLOOR SHEATHING = 114'-0", UNO ON PLAN THUS:
• TOP OF PLATE HEIGHT =112'-9 1/4", UNO ON PLAN THUS: TO PLATE = ELEV
• TOP OF STEEL BEAM ELEVATION = 113'-0 1/4", UNO ON PLAN THUS: [XXX'-X"]
• ALL BEAMS ARE FLUSH, UNO ON PLAN
• ALL HEADERS ARE DROPPED, UNO ON PLAN
• SEE SHEET S-100 AND S-200D AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS, GENERAL NOTES, SYMBOL
KEY AND ABBREVIATION KEY
TYPICAL FLOOR & BALCONY SHEATHING:
3/4" STURD-I-FLOOR, APA RATED 24" O.C. TONGUE & GROOVE
SHEATHING GLUED AND NAILED WITH 8d NAILS (0.113"Ø x 2 3/8") @ 6"
ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE FRAMING
MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING MEMBERS AND
STAGGER PANEL JOINTS. HDxHOLDOWNS:
HOLDOWNS ARE INDICATED ON PLAN THUS:
HOLDOWNS INDICATED ARE LOCATED AT THE
BOTTOM OF THE WALL. SEE HOLDOWN SCHEDULE ON SHEET S-300
STUD WALLS (SHOWN BELOW):
• ALL EXTERIOR WALLS ARE SHEAR WALLS, TYP UNO.
• ALL INTERIOR WALLS HATCHED THUS: ARE
2x4 @ 16" BEARING WALLS, TYP UNO.
• WALLS < 3'-0" ARE NOT CONSIDERED PART OF THE MFWRS
• SEE SHEARWALL SCHEDULE ON SHEET S-300
SW2
0 2'4'8'16'
ELEVATOR NOTE:
CONTRACTOR SHALL COORDINATE EXACT SIZE &
CONFIGURATION WITH ELEVATOR MANUFACTURER.
SEE 10/S-307 FOR STUD PACKS. COORDINATE WITH ELEVATOR
RAILS.
BR
A
C
E
D
/
F
R
A
M
E
B
A
Y
S
Y
M
B
O
L
S
INDICATES BRACED BAY ELEVATION
INDICATES CONFIGURATION OF INVERTED
CHEVRON-TYPE BRACED BAY WITH HSS
DIAGONAL BRACES
INDICATES CONFIGURATION OF SINGLE
DIAGONAL BRACED BAY WITH
HSS DIAGONAL BRACE
INDICATES RIGID (MOMENT) FRAME
ELEVATION W/ FULL PENETRATION WELDED
BEAM FLANGE TO COLUMN CONNECTIONS
INDICATES BRACED BAY OR FRAMED BAY
COLUMN BASE
X
SX
B INDICATES BRACED BAY MARK
MF
INDICATES MOMENT FRAME WITH FULL
PENETRATION WELDED BEAM FLANGE TO
COLUMN CONNECTIONS
X
SX
Pa
v
i
l
i
o
n
Th
e
S
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a
n
l
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H
o
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LO
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S
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N
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D
E
S
I
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N
18
5
5
S
U
M
N
E
R
S
T
.
LO
N
G
M
O
N
T
,
C
O
PH
O
N
E
:
3
0
3
−81
9
−
FA
X
:
3
0
3
−26
1
−
ma
i
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@
l
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s
t
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n
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d
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s
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n
.
c
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.
L
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s
t
o
n
e
D
e
s
i
g
n
.
c
o
The Information shown on this
document represents copyrighted
intellectual property. Reproduction
and/or distribution is not permitted
without the prior consent of
Lodestone Design Group.
ISSUE DATE
DRAWING TITLE:
DATE:
DRAWN
Es
t
e
s
P
a
r
k
,
C
O
L
O
R
A
D
O
8
0
5
1
7
25
0
S
t
e
a
m
e
r
P
a
r
k
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JVA #17444.3
Permit 11/20/15
Permit Comments 03/11/16
Construction Set 03/31/16
Coord Set 002 12/12/16
Conformance Set 01/23/17
S-202
2ND FLOOR FRAMING
PLAN
01/23/17
1/8" = 1'-0"
2ND FLOOR FRAMING PLAN
EP3
REVISION SCHEDULE
1 Basement Slab 02/19/16
2 Construction Set 03/31/16
4 Conformance Set 01/23/17
S
43003
CO L OR A D O L ICEN
S
E
D
P
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SSIONA L E N G I N EERSTEVEN
RETNEP
RACDEREK
03/02/16
1 4
S-203
1
CROSSHATCH INDICATES 3" MAX THICK
CONC PAD AT MECH UNIT
6
S-309
7
S-309
7
S-309
3
S-309
3
S-309
4
S-309
2
S-309
2
S-309
4
S-309
6
S-309
12
2 3
5
6
7
8
9
10
11
4 5 .0 0 °
30.00°
7.50°
15.00°
7 .5 0 °
7 .5 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5 .0 0 °
5.
00°
5.0 0 °
7.50°
H'
E'
A
C
E
F.1
GFDB
B.1
C.1
B.9 D.2
M F 2
MF3
M F 7
MF1
MF6
B2
B
1
W12X26
[ 121'-4" ]
W12X26
[ 121'-4" ]
W12X26
[ 121'-4" ]
W12X26
[ 121'-4" ]
W24X68 [ 123'-9" ]
W 1 8 X 3 5 [ 1 2 3 '-9 " ]
W 1 6 X 3 1 [ 1 2 3 '-9 " ]
W 1 6 X 3 1 [ 1 2 3 '-9 " ]
W 1 6 X 3 1 [ 1 2 3 '-9 " ]
W1
6
X
3
1
[ 12
3
'
-
9
"
]
W1
6
X
3
1
[ 12
3
'
-
9
"
]
W1
6
X
3
1
[ 12
3
'
-
9
"
]
W18X50 [ 123'-9" ]
W18X50[ 123'-9" ]
W 12X26
[ 123'-9" ]
W18
X
4
6
[ 12
3
'
-
9
"
]
W 1 8 X 4 6 [ 1 2 3 '-9 " ]
W 1 2 X 2 6
[ 1 2 3 '-9 " ]
W24X94 [ 121'-4" ]
W12X26[ 123'-9" ]
W 12X26 [ 123'-9" ]
W
1
4
X
2
6
[
1
2
1
'
-
4
"
]PRE-FABRICATED 2-PLY WOOD SCISSOR TRUSSES @ 24" MAXPRE-FABRICATED WOOD
VAULT TRUSSES @ 24"
MAX
PRE-FABRICATED WOOD MANSARD
VAULT TRUSSES @ 24" MAX
5
S-309
3
S-309
SIM
2x8 @ 16"
(3) 14" LVL
(3) 14" LVL
14" TJI 210 @ 16"
14" TJI 210 @ 16"
(2) 14" LVL
7
S-309
(2) 14" LVL
SIM
8
S-309
8
S-309
9
S-309
CU-1
1,335 # MAX
CU-3
2,165 # MAXCU-2
1,935 # MAX
RTU-1
2,040 # MAX
J'
14" LVL @ 16"
14" LVL @ 16"
(2) 14" LVL
(2) 14" LVL
SW1
SW5
HD1
HD1
HD1
HD1
HD1
HD1
SW2a
SW2a
SW1
SW3
SW3
SW2
HD5
HD5
HD5
HD5
HD5
HD6
HD6
HD1
HD1
HD4
HD4
HD5
HD5
GIRDER TRUSS
W18X35[ 123'-9" ]W 1 8 X 3 5 [ 1 2 3 '-9 " ]
W
1
4
X
2
6
[
1
2
3
'
-
9
"
]
W
1
4
X
2
6
[
1
2
3
'
-
9
"
]
W
1
4
X
2
6
[
1
2
3
'
-
9
"
]
G
IR
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R T
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G
IR
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R T
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S
GI
RDER
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G I R D E R T R U S S
G
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GIR
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R T
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10
S-309
S
W
5
SW5
E.5
E.5
G.5'
TYP AT (6) WEST
DORMERS
GI
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S
SHADING INDICATES
OVERBUILD W/ 2x6 @ 24"
CMSTC16 x 12'-0" O/ SHTG W/ (2) 16d
SINKER @ 3" STAGGERED (FILL 1/2
HOLES), TYP AT (3) COLS THIS LINE
CMSTC16 x 10'-0" O/ SHTG W/ (2) 16d
SINKER @ 3" STAGGERED (FILL 1/2
HOLES), TYP AT (2) COLS THIS LINE
CMSTC16 x 12'-0" O/ SHTG W/ (2) 16d
SINKER @ 3" STAGGERED (FILL 1/2
HOLES), TYP AT (2) COLS THIS LINE
HEADERS:
TYPICAL = (3) 2x8 AT EXT AND (2) 2x8 INT
UNLESS NOTED ON PLAN:
H1 = (2) 1-3/4"x7-1/4" LVL
H2 = (3) 1-3/4"x7-1/4" LVL
H3 = (3) 1-3/4"x9-1/4" LVL
TRIM & KING STUDS:
TYPICAL = (2) KING STUDS (2K) AND (1) TRIM STUD (1T)
UNLESS NOTED ON PLAN
STUD PACKS:
"X" NUMBER OF BUILT-UP 2x6 STUDS IN
COLUMN BELOW
CONTACT EOR IF HEADERS NOT CURRENTLY
INDICATED ON PLAN ARE REQUIRED.
X
H2
H1
H1
H
1
SHADING INDICATES PREFABRICATED
OVERBUILD MANSARD TRUSSES @ 24"
OPTIONAL FUTURE
CUPOLA, MFR TO DESIGN
TRUSSES FOR 3,000#
MAX
(2) 14" LVL
(2) 14" LVL
3
2
2
3
2
2
2T
2K
2T
2K
G'
(4) 2x4
(4) 2x4
2
GIR
D
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S
S
G
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S
S
GIRDER TRUSS
S C I S S O R @ 2 4 "
SC
I
S
S
O
R
@
2
4
"
2
2
W8X15 HOIST
13
S-309
C10X25 [BOT STL = 118'-0" ]
EQ 10'-0"EQ
C8X11.5 HANGERC8X11.5 HANGER
2'-0"2'-0"2'-0"2'-0"
6
S-303
7
S-303
L3x3 KICKER (4 LOC), SEE 4/S-309
4
NORTH
• USGS ELEVATION 7603' = 100'-0" DRAWING ELEVATION.
• TOP OF STUD WALL PLATE HEIGHT =120'-8" AT SOUTH & 123'-0 5/8" AT NORTHEAST, UNO ON
PLAN THUS: TO PLATE = ELEV
• ALL BEAMS ARE FLUSH, UNO ON PLAN
• ALL HEADERS ARE DROPPED, UNO ON PLAN
• SEE SHEET S-100 AND S-200D AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL
DIMENSIONS, GENERAL NOTES, SYMBOL KEY AND ABBREVIATION KEY
TYPICAL ROOF SHEATHING (PITCH LESS THAN 1:12):
ROOFING AND EPDM OVER TAPERED INSULATION OVER
19/32" APA 40/20 RATED SHEATHING FASTENED WITH 8d NAILS (0.113"Ø
x 2 3/8") @ 6" ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE
FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING
MEMBERS AND STAGGER PANEL JOINTS.
TYPICAL ROOF SHEATHING (PITCH GREATER THAN 1:12):
15/32" APA 32/16 RATED SHEATHING FASTENED WITH 8d NAILS (0.113"Ø x 2
3/8") @ 6" ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE
FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING
MEMBERS AND STAGGER PANEL JOINTS.
STUD WALLS (SHOWN BELOW):
• ALL EXTERIOR WALLS ARE SHEAR WALLS, TYP UNO.
• ALL INTERIOR WALLS HATCHED THUS: ARE
2x4 @ 16" BEARING WALLS, TYP UNO.
• WALLS < 3'-0" ARE NOT CONSIDERED PART OF THE MFWRS
• SEE SHEARWALL SCHEDULE ON SHEET S-300
SW2 HDxHOLDOWNS:
HOLDOWNS ARE INDICATED ON PLAN THUS:
HOLDOWNS INDICATED ARE LOCATED AT THE
BOTTOM OF THE WALL. SEE HOLDOWN SCHEDULE ON SHEET S-300
0 2'4'8'16'
ELEVATOR NOTE:
CONTRACTOR SHALL COORDINATE EXACT SIZE &
CONFIGURATION WITH ELEVATOR MANUFACTURER.
SEE 10/S-307 FOR STUD PACKS. COORDINATE WITH ELEVATOR
RAILS.
MECH ROOF SHEATHING:
ROOFING AND EPDM OVER TAPERED INSULATION OVER
3/4" STURD-I-FLOOR, APA RATED 24" O.C. TONGUE & GROOVE
SHEATHING GLUED AND NAILED WITH 8d NAILS (0.113"Ø x 2 3/8") @ 6"
ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE FRAMING
MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING MEMBERS AND
STAGGER PANEL JOINTS.
BR
A
C
E
D
/
F
R
A
M
E
B
A
Y
S
Y
M
B
O
L
S
INDICATES BRACED BAY ELEVATION
INDICATES CONFIGURATION OF INVERTED
CHEVRON-TYPE BRACED BAY WITH HSS
DIAGONAL BRACES
INDICATES CONFIGURATION OF SINGLE
DIAGONAL BRACED BAY WITH
HSS DIAGONAL BRACE
INDICATES RIGID (MOMENT) FRAME
ELEVATION W/ FULL PENETRATION WELDED
BEAM FLANGE TO COLUMN CONNECTIONS
INDICATES BRACED BAY OR FRAMED BAY
COLUMN BASE
X
SX
B INDICATES BRACED BAY MARK
MF
INDICATES MOMENT FRAME WITH FULL
PENETRATION WELDED BEAM FLANGE TO
COLUMN CONNECTIONS
X
SX
1'2'4'0 8'NORTH
4
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G
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S
G I R D E R T R U S S
(2) 2x8
(2) 2x8
(
2
)
2
x
8
12
S-309
12
S-309
2 x 6 @ 2 4 "
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:
3
0
3
−81
9
−
FA
X
:
3
0
3
−26
1
−
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The Information shown on this
document represents copyrighted
intellectual property. Reproduction
and/or distribution is not permitted
without the prior consent of
Lodestone Design Group.
ISSUE DATE
DRAWING TITLE:
DATE:
DRAWN
Es
t
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s
P
a
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k
,
C
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8
0
5
1
7
25
0
S
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P
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w
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CHECKED:
JSS SDC
GR
O
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P
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S
T
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L
DE
S
I
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N
JVA #17444.3
Permit 11/20/15
Permit Comments 03/11/16
Construction Set 03/31/16
Coord Set 002 12/12/16
Conformance Set 01/23/17
S-203
ROOF FRAMING PLAN
01/23/17
1/8" = 1'-0"
ROOF FRAMING PLAN
1/4" = 1'-0"
ENLARGED DORMER FRAMING PLAN
REVISION SCHEDULE
2 Construction Set 03/31/16
4 Conformance Set 01/23/17
S
43003
CO L OR A D O L ICEN
S
E
D
P
R
O
FE
SSIONA L E N G I N EERSTEVEN
RETNEP
RACDEREK
03/02/16
SEE PLAN
WF BEAM, SEE PLAN
1"
C
L
R
(
M
I
N
)
6"
S
L
A
B
TH
I
C
K
N
E
S
S
AS NOTED ON PLAN,
ANCHOR STUDS (HAS)
3/4"Ø x 0'-4 1/2" HEADED
CENTERED ON BEAM FLANGE
3" COMPOSITE STEEL
DECK, SEE PLAN
TYPICAL COMPOSITE FLOOR BEAM
REINFORCEMENT, SEE PLAN
TYPICAL COMPOSITE SLAB NOTES:
1. SCREED CONCRETE TO LEVEL. PONDED CONCRETE IS INCLUDED IN THE SYSTEM
DEAD LOAD AND HAS BEEN CONSIDERED IN DESIGN.
2. SLAB IS DESIGNED TO BE PLACED WITHOUT CONTROL JOINTS. CONTACT EOR PRIOR
TO PLACING SLAB IF CONTROL/CONSTRUCTION JOINTS ARE BEING CONSIDERED.
3. COORDINATE SLOPE AND CURVATURE OF AMPHITHEATER SLAB W/ ARCH.
4. COORDINATE SLAB CURING WITH FLOORING MATERIALS AND ADHESIVES.
TYPICAL COMPOSITE FLOOR GIRDER
WF BEAM, SEE PLAN
WF GIRDER, SEE PLAN
SEE PLAN
GRID
3" COMPOSITE STEEL
DECK, SEE PLAN
3/4"Øx0'-4 1/2" HEADED ANCHOR
STUDS, AS NOTED ON PLAN
1"
C
L
M
I
N
SPLIT DECK AT GIRDER CL
FOR H.A.S. PLACEMENT
REINFORCEMENT, SEE PLAN
6"
CONCRETE FLOOR
ASSEMBLY
PERPENDICULAR CROSS
L4x4x1/4 (AS REQD)
TYPICAL MISCELLANEOUS FLOOR OPENING BLOCKOUT
BEAM BEYOND
SEE PLAN
BLOCKOUT FOR EVENTUAL
OPENING. SEE STRUCT, ARCH,
& MECH DWG FOR SIZE AND
LOCATIONS
DECK CONTINUOUS OVER
OPENING BLOCKOUT. CUT
OUT WHEN EQUIPMENT
IS INSTALLED
3/16
TYP
L4x4x1/4 BETWEEN BEAMS.
STRIP VERTICAL LEGS AND
BEAR HORIZONTAL LEG ON
BEAM TOP FLANGE
TOP OF BASE PLATE
WORK POINT AT
AND CL COLUMN
CL COLUMN & PILASTERALL GUSSET PL's AND
WELDS ARE TYPICAL
UNLESS OTHERWISE NOTED
EXTEND BASEPLATE TO END OF
GUSSET PLATE WHERE GUSSET
WOULD OVERHANG TYPICAL BASE
PLATE. SEE PLAN FOR MARK &
SCHEDULE FOR SIZE & THICKNESS
OF TYPICAL BASEPLATE
MATCH WIDTH
OF HSS BRACE,
SEE ELEVATIONS
2x GUSSET PL
THICKNESS, MIN
BRACED BAY COLUMN
ANCHOR BOLTS NOTED
AS ' ' ON PLAN; SEE
PLAN AND
HSS BRACE; SLOT TUBE
ENDS AT GUSSET PL'S
COLUMN, SEE
PLAN AND SCHEDULE
2x GUSSET PL
THICKNESS, MIN
NO HSS BRACE OR GUSSET PL AT SIMILAR
TYPICAL HSS BRACE AND COLUMN CONNECTION
SEE DETAILS FOR REINFORCEMENT REQUIREMENTS
AT SUPPORTING
FOUNDATION ELEMENTS
1/4
COLUMN TO
BASE PL
1/4 6
HSS BRACE
TO EACH SIDE
OF GUSSET
3/16
GUSSET PL TO FACE OF
COLUMN AND BASE PL1/2" TYP6"V
A
R
I
E
S
30.00°TYP
3/8" GUSSET PL CENTERED
ON COLUMN / BRACE
11
1
1
CL COLUMN
& PEDESTAL
WORK POINT AT
TOP OF BASE PLATE
AND CL OF COLUMN
BASE PLATE EXTENSION PER
NO HSS BRACE OR GUSSET PL AT SIMILAR
TYPICAL HSS BRACE AND COLUMN ON PEDESTAL
SEE PLAN
10"
TYPICAL AT PEDESTAL SUPPORTING BRACED BAY
COLUMNS NOTED ' ' ON PLAN:
(4) #5 x 10" DOWELS (ONE EACH CORNER)
PROJECTING FROM BOTTOM OF
FOOTING (3" CLR) TO TOP OF
PILASTER (1" CLR); #4 CLOSED
TIES: 3 AT TOP @ 3", SPACED @
12" BELOW
BRACED BAY COLUMN
ANCHOR BOLTS NOTED
AS ' ' ON PLAN; SEE
PLAN AND .
FOOTING, SEE PLAN AND
SCHEDULE
TYPICAL HSS BRACE, GUSSET
PL, AND WELDS PER
HSS COLUMN, SEE PLAN
AND SCHEDULE
V
A
R
I
E
S
EQUAL EQUAL
3"
C
L
R
8/S-303
8/S-303
WORK POINT AT MID-DEPTH
OF BRACED BAY BEAM AND
COLUMN CL
TYPICAL DIAGONAL BRACE TO COLUMN-BEAM CONNECTION
WHERE EXTERIOR STUDS
ARE ATTACHED TO BRACE,
FASTEN PLATE TO BRACE
0.157"Ø DRIVE PINS @ 8"
2x GUSSET PL
THICKNESS, MIN
SEE PLAN
WF BRACED BAY
BEAM, SEE PLAN
2x GUSSET PL
THICKNESS, MIN
TYPICAL HSS BRACE, GUSSET
PL, AND WELDS PER
HSS COLUMN, SEE
PLAN AND SCHEDULE
V
A
R
I
E
S1/2"1/2"3
0
.
0
0
°
T
Y
P
8/S-303
#5 @ 12" EACH WAY
WALL REINF
#4 @12"
2'-8
2'
-8
SLAB ON DECK,
SEE PLAN5/8" @12"
L3x3 x1/4 CONT
W/ 1/2"Ø x 4" HAS @ 24"
SEE PLAN
A
DOOR FRAME &
ATTACH BY MFR
3/16
PL TO C10
C8 HANGER (2 LOC),
SEE PLAN
STIFF PL3/8x4 W/ (2) 3/4"Ø
A325 BOLTS
SEE PLAN
GIRT, SEE PLAN
W24 FRAME BEAM, SEE
PLAN & ELEVATION
STIFF PL1/2 EA SIDE
ALIGNED W/ HANGER
WEB, TYP 2 LOC
DOOR BY MFR
1/4
EA STIFF PL
CJP
KICKER BEYOND,
SEE PLAN
A
3/16
L6x4x3/8 x 0'-8 (LLH),
LOCATE AT TOP OF GIRT IF
REQ FOR DOOR FRAME
ASSEMBLY, COORD W/ MFR
(2) 3/4"Ø A325 BOLTS IN
SHORT-SLOTTED HOLES
(SLOTS PARALLEL TO
GRID A)
GIRT, SEE PLAN
W24 FRAME BEAM & CONN,
SEE PLAN & ELEVATION
MID-SPAN OF BRACED BAY BEAM
WORK POINT AT MID-DEPTH AND
WF BRACED BAY
BEAM, SEE PLAN
3/8" PL FITTED WEB STIFFENERS,
EACH SIDE OVER EACH HSS BRACE CL
AND BOTTOM FLANGE INTERSECTION
SEE PLAN
2x GUSSET PL
THICKNESS, MIN
1/2" GUSSET PL CENTERED
ON BOTTOM FLANGE OF BEAM
TYPICAL GUSSET PL TO BEAM AT CHEVRON BRACE
TYPICAL HSS BRACE, AND
WELDS PER
MID-SPAN OF BRACED BAY BEAM
WORK POINT AT MID-DEPTH AND
WF BRACED BAY
BEAM, SEE PLAN
2x GUSSET PL
THICKNESS, MIN
V
A
R
I
E
S
30°
1/2" TYP
1/4
GUSSET PL
TO BEAM
FLANGE, TYP
8/S-303
1
1
WORK POINT AT MID-DEPTH
OF BRACED BAY BEAM AND
COLUMN CL
SEE PLAN
CL COLUMN
GUSSET PLATE,
SEE
2x GUSSET PL
THICKNESS, MIN
WF BRACED BAY
BEAM, SEE PLAN
TYPICAL HSS BRACE TO BEAM AND COLUMN
HSS COLUMN, SEE
PLAN AND SCHEDULE
TYPICAL HSS BRACE, GUSSET
PL, AND WELDS PER
2x GUSSET PL
THICKNESS, MIN
3/16
GUSSET PL
TO HSS COL &
BEAM FLANGE
V
A
R
I
E
S1/2"1/2"8/S-303
8/S-303
1
1
3
/
4
"
T
Y
P
2 1/2" TYP
PL3/4x6 1/2x9 W/ (4)
3/4"Ø A325 BOLTS
1
3
/
4
"
T
Y
P
2 1/2" TYP PL3/4x6 1/2x9 W/ (4)
3/4"Ø A325 BOLTS
W8 COLUMN AT W16 BEAM
W8 COLUMN AT W36 BEAM
3/16
TYP
3/8" STIFFENER PL CENTERED
UNDER W8 COLUMN
ADDL #4 x 5'-0" @
16" OVER WT WT, SEE PLAN, FIELD WELD FLANGE
TOP & BOT TO FACE OF COL EACH END
SEE PLAN
GRID
3" COMPOSITE STEEL
DECK, SEE PLAN
1"
C
L
M
I
N
SPLIT DECK AT ANGLE
DIRECTION CHANGE
REINFORCEMENT, SEE PLAN
6"
1
Pa
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:
3
0
3
−81
9
−
FA
X
:
3
0
3
−26
1
−
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c
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The Information shown on this
document represents copyrighted
intellectual property. Reproduction
and/or distribution is not permitted
without the prior consent of
Lodestone Design Group.
ISSUE DATE
DRAWING TITLE:
DATE:
DRAWN
Es
t
e
s
P
a
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k
,
C
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8
0
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CHECKED:
JSS SDC
GR
O
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P
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S
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JVA #17444.3
Permit 11/20/15
Permit Comments 03/11/16
Construction Set 03/31/16
Coord Set 002 12/12/16
Conformance Set 01/23/17
S-303
FLOOR DETAILS
01/23/17
0 6"1'2'3'
3/4"
3/4" = 1'-0"S-303
TYP. COMPOSITE BEAM DETAIL1
S-303
TYP. COMPOSITE GIRDER DETAIL2
S-303
TYP. FLOOR OPNG DETAIL3
S-303
DETAIL8
S-303
DETAIL9
S-303
DETAIL10
S-303
DETAIL4
S-303
DETAIL6
S-303
DETAIL7
S-303
DETAIL11
S-303
DETAIL12
S-303
DETAIL13
S-303
DETAIL5
REVISION SCHEDULE
1 Basement Slab 02/19/16
4 Conformance Set 01/23/17
4
S
43003
CO L OR A D O L ICEN
S
E
D
P
R
O
FE
SSIONA L E N G I N EERSTEVEN
RETNEP
RACDEREK
03/02/16
1ST FLOOR PLAN - (100'-0")
100'-0"
S-306
18
S-306
18
OH
W24X94[ 121'-4" ]
W1
2
X
8
7
W1
2
X
8
7
C10X25
C8
X
1
1
.
5
H
A
N
G
E
R
C8
X
1
1
.
5
H
A
N
G
E
R
4
W18X46
W36X135
[ 123'-9" ]
[ 113'-0 1/4" ]
W1
2
X
8
7
2ND FLOOR PLAN - 114'-0"
114'-0"
ROOF PLATE- 124'-0"
124'-0"
1ST FLOOR PLAN - (100'-0")
100'-0"
W18X46
W36X135[ 113'-0 1/4" ]
[ 123'-9" ]
W1
2
X
8
7
W1
2
X
8
7
S-306
18
S-306
18
OH
S-306
18 S-306
19
S-306
18SIM, OHSIMSIM 2ND FLOOR PLAN - 114'-0"
114'-0"
ROOF PLATE- 124'-0"
124'-0"
1ST FLOOR PLAN - (100'-0")
100'-0"
BB.9D.2
W18X50 W18X50
W18X50 W18X50
W1
2
X
8
7
W1
2
X
8
7
W1
2
X
8
7
[ 123'-9" ]
[ 113'-0 1/4" ][ 113'-0 1/4" ]
[ 123'-9" ]
S-309
11
S-309
11
S-306
9
S-306
9OH
S-306
8
S-306
13
S-306
12
S-306
12SIM
W16X31 W16X31 W16X31
W36X135 (c=3/4")W16X31W16X31
W8
X
2
8
W8
X
2
8
W8
X
2
8
W8
X
2
8
S-306
4C TYP
[ 123'-9" ][ 123'-9" ][ 123'-9" ]
[ 113'-0 1/4" ][ 113'-0 1/4" ][ 113'-0 1/4" ]
2ND FLOOR PLAN - 114'-0"
114'-0"
1ST FLOOR PLAN - (100'-0")
100'-0"
W12X50
W1
0
x
3
3
W1
0
x
3
3
[ 115'-0 1/2" ]
S-306
3 S-306
3OH
2ND FLOOR PLAN - 114'-0"
114'-0"
ROOF PLATE- 124'-0"
124'-0"
1ST FLOOR PLAN - (100'-0")
100'-0"
S-309
11
S-306
9
OHS-306
8
S-306
14
S-306
15 S-306
15
OH
EB.1 C.1
W12X26 W12X26
W12X26 W12X26
W1
2
x
7
2
W1
2
x
7
2
W1
0
X
5
4
[ 113'-0 1/4" ][ 113'-0 1/4" ]
[ 121'-4" ][ 121'-4" ]
S-309
11
S-309
11
S-306
9
2ND FLOOR PLAN - 114'-0"
114'-0"
1ST FLOOR PLAN - (100'-0")
100'-0"
W24X103
W1
2
X
8
7
S-306
4A
OHS-306
4B
[ 113'-0 1/4" ]
W1
2
X
8
7
W1
2
X
8
7
S-306
4A
W24X103 [ 113'-0 1/4" ]
2ND FLOOR PLAN - 114'-0"
114'-0"
ROOF PLATE- 124'-0"
124'-0"
W16X31 W16X31 W16X31
W16X31W16X31
W8
X
2
8
W8
X
2
8
[ 123'-9" ][ 123'-9" ][ 123'-9" ]
[ 113'-0 1/4" ][ 113'-0 1/4" ]
W1
0
x
3
3
W16X31
Pa
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9
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1
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.
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The Information shown on this
document represents copyrighted
intellectual property. Reproduction
and/or distribution is not permitted
without the prior consent of
Lodestone Design Group.
ISSUE DATE
DRAWING TITLE:
DATE:
DRAWN
Es
t
e
s
P
a
r
k
,
C
O
L
O
R
A
D
O
8
0
5
1
7
25
0
S
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CHECKED:
JSS SDC
GR
O
U
P
OD
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S
T
O
N
E
L
DE
S
I
G
N
JVA #17444.3
Permit 11/20/15
Permit Comments 03/11/16
Construction Set 03/31/16
Coord Set 002 12/12/16
Conformance Set 01/23/17
S-305
MOMENT FRAMES
01/23/17
1'2'4'0 8'
1/4"
1/4" = 1'-0"S-305
MOMENT FRAME MF1 ALONG GRID A1
1'2'4'0 8'
1/4"
1/4" = 1'-0"S-305
MOMENT FRAME MF2 ALONG GRID B2
1'2'4'0 8'
1/4"
1/4" = 1'-0"S-305
MOMENT FRAME MF3 ALONG GRID 123
1'2'4'0 8'
1/4"
1/4" = 1'-0"S-305
MOMENT FRAME MF4 ON GRID LINE F4
1'2'4'0 8'
1/4"
1/4" = 1'-0"S-305
MOMENT FRAME MF5 ALONG GRID J5
1'2'4'0 8'
1/4"
1/4" = 1'-0"S-305
MOMENT FRAME MF6 ALONG GRID 16
1'2'4'0 8'
1/4"
1/4" = 1'-0"S-305
MOMENT FRAME M7 ON GRID G8
REVISION SCHEDULE
4 Conformance Set 01/23/17
S
43003
CO L OR A D O L ICEN
S
E
D
P
R
O
FE
SSIONA L E N G I N EERSTEVEN
RETNEP
RACDEREK
03/02/16
TYPICAL TRUSS BLOCKING AT HEEL
FULL HT TRUSS
BLOCKING EVERY OTHER BAY
ROOF SHEATHING,
SEE PLAN
PARTIAL HT 2x
BLOCKING EVERY OTHER BAY
PANEL EDGE
NAILING @ 3", UNO
OPTION 1
OPTION 2
ROOF TRUSS
FULL HT TRUSS
BLOCKING W/ V-NOTCH
PANEL EDGE
NAILING @ 4", UNO
2/
3
R
D
S
HE
E
L
H
T
MI
N
1/2 HEEL HT MIN
EQ
1/3 L
MAX EQ
L
RIDGE/HIP/VALLEY BEAM,
SEE PLAN
ROOF RAFTERS, SEE PLAN
JOIST HANGERS, TYP
SEE ARCH
12
EXTERIOR WALL AT MANSARD VAULT ROOF TRUSS
WALL SHEATHING, SEE SHEAR
WALL SCHEDULE
2x SHAPED BLKG
2x WOOD STUD WALL, SEE
PLAN AND SCH
PREFABRICATED SCISSOR
TRUSS, SEE PLAN
H8 EA TRUSS,
H8 EA SIDE AT 2-PLY
TRUSSES & HIP TRUSSES
A35 @ 24"
1
S-309PANEL EDGE NAILING
ROOF SHEATHING, SEE PLAN
PANEL EDGE NAILING, SEE
SHEAR WALL SCHEDULE
FASCIA,
SEE ARCH
SEE ARCH
2x DBL TOP PL,
SPLICE PER 8/S-307
SEE ARCH
12
EXTERIOR BEAM AT SCISSOR ROOF TRUSS
STEEL BEAM, SEE PLAN, W/
1/2" Ø BOLTS @ 12" W/ STD
WASHERS, STAGGER SIDES
2x BLKG W/ (2) 12d SINKER
TOE NAILS EA END THRU
UPPER 3" OF BLK ONLY
RBC EA BLK W/ BEND LINE AT
TRUSS BRG TO ALLOW BLK
ROTATION (DO NOT TOE NAIL
BLKG TO PL)
PREFABRICATED 2-PLY SCISSOR
TRUSS, SEE PLAN
TC26 EA SIDE EA 2-PLY TRUSS (2 TC
CONN @ 24" MAX) W/ 10d x 1 1/2" AT CL
OF SLOTS W/ 1/16" GAP BETWEEN HEAD
& CLIP (REMOVE SEAT TABS):
1
S-309
PANEL EDGE NAILING
ROOF SHTG, SEE PLAN
DBL 2x6 PL
SEE ARCH
FASCIA,
SEE ARCH
PANEL EDGE NAILING, SEE
PLAN
2x BLKG
ROOF SHTG, SEE PLAN
H2.5A EA 2x
PREFABRICATED
TRUSS, SEE PLAN
GABLE END AT ROOF TRUSS
SEE PLAN
GRID
SEE ARCH
6'-0" MAX
2'-0" MIN
2x6 OUTLOOKER @ 24"
FACE MOUNT
HANGER, SEE 9/S-300
2x BLKG @ 16"
FASCIA,
SEE ARCH
2x FURRED WALL, TYP, SEE
ARCH
PANEL EDGE NAILING, PER
SHEAR WALL SCH
2x6 @ 24"
SHTG TO MATCH EXT
SHEAR WALL, SEE PLAN
2x6 CONT RIM, TYP
STEEL BEAM, SEE PLAN, W/
1/2" Ø BOLTS @ 24" W/ STD
WASHERS, STAGGER SIDES
DBL 2x6 PL
2x BLKG W/ A35 PER
SHEAR WALL SCH
FOR SHTG
SPLICE, SEE 1/S-308
WALL SHTG, SEE
SHEAR WALL SCH
SEE ARCH
12
EXTERIOR BEAM AT VAULT ROOF TRUSS
STEEL BEAM, SEE PLAN, W/
1/2" Ø BOLTS @ 12" W/ STD
WASHERS, STAGGER SIDES
2x SHAPED BLKG
RBC EA BLK
VAULT TRUSS, SEE
PLAN, W/
H16 EA TRUSS (H16-2 AT 2-PLY) W/
(12) 10dx1 1/2" MIN TO WEB FILLER
1
S-309
PANEL EDGE NAILING
ROOF SHTG, SEE PLAN
DBL 2x PL TO MATCH
FLANGE WIDTH
SEE ARCH
FASCIA,
SEE ARCH
2x8 MIN WEB FILLER W/ 1/2"Ø
BOLTS @ 48" W/ STD WASHERS
AT FACE
12"
MAX HEEL
GIRT, SEE PLAN
HANGER BEYOND,
SEE PLAN
L3x3x1/4 x 9'-0" KICKER (4 LOC),
SEE PLAN, COPE AND BEND LEG
EA END FOR CONN
3/4"Ø A325 BOLT TO FLANGE
4
5
°
M
A
X
(3) 5/8"Ø CARRIAGE
BOLTS TO DBL 2x BLKG
2 1 /2 "2 1 /2 "2 1 /2 "
DBL 2x10 BLKG W/ (2) 16d
THRU TRUSS EA PLY & (2)
A35 EA END TO TRUSS
4
SEE ARCH
12
INTERIOR BEAM AT VAULT ROOF TRUSS
STEEL BEAM, SEE PLAN, W/
1/2" Ø BOLTS @ 12" W/ STD
WASHERS, STAGGER SIDES
ALIGN TRUSSES & FACE
NAIL W/ (4) 12d SINKER
A35 EA BLK
PREFABRICATED VAULT TRUSS,
TYP, SEE PLAN
1
S-309
PANEL EDGE
NAILING, TYP
ROOF SHTG, TYP,
SEE PLAN
DBL 2x PL TO MATCH
FLANGE WIDTH
2x SHAPED BLKG
SHTG TO MATCH
ROOF, SEE PLAN2x6 BLKG
16d @ 6"
OVER-FRAMING, SEE PLAN
(NOT SHOWN FOR CLARITY)
H8 EA SIDE EA TRUSS (4
CONN @ 24" MAX) W/ 10d
x 1 1/2"
WALL SHTG, SEE
SHEAR WALL SCH, LAP
TO RIM W/O BREAK
WITHIN 24'
2x SOLE PL W/ 16d
@ 6"oc
1 1/4" LSL CONT RIM W/
16d TOENAILS @ 6"
TYPICAL SHEAR WALL AT EXTERIOR AT MECH ROOF
JOIST PERPENDICULAR TO WALL
I-JOIST OR LVL FRAMING,
SEE PLAN
MECH ROOF SHTG,
SEE PLAN
2x DBL TOP PL,
SPLICE PER 8/S-307
SEE PLAN
PANEL EDGE NAILING
PER SHEAR WALL SCH
PANEL EDGE NAILING,
TYP, SEE PLAN
SEE ARCH
12
2x SHAPED BLKG W/
10d TOENAILS @ 6"oc
PREFABRICATED
OVER-FRAME
TRUSS, SEE PLAN
H8 EA TRUSS,
H8 EA SIDE 2-PLY
TRUSSES & HIP
TRUSSES
ROOF SHTG, SEE
PLAN
FASCIA,
SEE ARCH
SEE ARCH
1 1/4" LSL BLKG
2x4 SOLE PL W/
16d @ 6"oc
2x SHAPED
BLKG
SHTG TO
MATCH ROOF
LTS16 EA TRUSS
W/ (5) 10d x 1 1/2"
MIN EA END
SLOT SHTG FOR
STRAP
H3 EA JOIST, AT LVL
BEAMS, SEE 9/S-307
1 1/4" LSL CONT RIM W/
16d TOENAILS @ 6"
TYPICAL SHEAR WALL AT EXTERIOR AT MECH ROOF
JOIST PARALLEL TO WALL
I-JOIST OR LVL
FRAMING, SEE PLAN
SEE PLAN
SEE ARCH
12
SEE ARCH
BEAM, SEE PLAN
FOR INFO NOT
NOTED, SEE 7/S-309
I-JOIST OR LVL
BLKG @ 24"
WALL SHTG, SEE
SHEAR WALL SCH
TYPICAL SHEAR WALL AT INTERIOR AT MECH ROOF
JOIST PERPENDICULAR TO WALL
LVL FRAMING, SEE PLAN,
LAP 12" MIN O/ BRG WALL
MECH ROOF SHTG,
SEE PLAN
2x DBL TOP PL,
SPLICE PER 8/S-307
SEE PLAN
PANEL EDGE NAILING
PER SHEAR WALL SCH
8d @ 3"
(3) 16d COM FACE NAIL
1 1/4" LSL BLKG W/
A35 @ 16"
PANEL EDGE
NAILING, SEE
PLAN
2x BLKG W/ A35
PER SHEAR
WALL SCH
ROOF SHTG,
SEE PLAN
H2.5A EA 2x
PREFABRICATED
TRUSS, SEE PLAN
INTERIOR BEAM AT ROOF TRUSS
SEE PLAN
GRID
6'-0" MAX
2'-0" MIN
2x6 @ 24"
2x BLKG @ 24"
2x FURRED WALL, TYP, SEE
ARCHWALL SHTG, SEE
SHEAR WALL SCH
STEEL BEAM, SEE PLAN, W/
1/2" Ø BOLTS @ 24" W/ STD
WASHERS, STAGGER SIDES
2x6 SOLE PL & 2x BEAM PL
ALIGNED W/ FACE OF
SHEAR WALL
6'-0" MAX
2'-0" MIN
PANEL EDGE NAILING PER
SHEAR WALL SCH
GRID
COL, SEE PLAN
DBL 2x12 PL BTWN
STUD WALLS
CAP PL 1/2" x COL DEPTH +
1/2" x COL WIDTH + 1/2"
(4) 3/4"Ø BOLTS THRU DBL 2x
PL & ANGLE @ 4" SP
DBL TOP PL BEYOND
STRAP, SEE PLAN
DBL 2x OUTLOOKER
OR BLKG
L4x4x1/4 x 12" EA SIDE DBL 2x W/
(2) 3/4"ø BOLTS @ 6" SP
7 "
2
"
MECH ROOF SHTG,
SEE PLAN
2x DBL TOP PL, TYP
SEE PLAN
LSL RIM
POST PER PLAN, TYP
3 3/4" CLR
ELEV ROOF SHTG
ELEV ROOF JSTS,
SEE PLAN
HOIST BEAM, SEE PLAN, W/
(2) 1/2"Ø x 4" LAG SCREWS
EA END TO PL
12
'
-6"
C
L
R
,
S
E
E
E
L
E
V
S
H
O
P
D
W
G
S
DBL 2x BRG PL BTWN KIND
STUDS
EL AS REQ FOR
HOIST BM CLR
Pa
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9
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:
3
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1
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L
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s
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D
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s
i
g
n
.
c
o
The Information shown on this
document represents copyrighted
intellectual property. Reproduction
and/or distribution is not permitted
without the prior consent of
Lodestone Design Group.
ISSUE DATE
DRAWING TITLE:
DATE:
DRAWN
Es
t
e
s
P
a
r
k
,
C
O
L
O
R
A
D
O
8
0
5
1
7
25
0
S
t
e
a
m
e
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P
a
r
k
w
a
y
CHECKED:
JSS SDC
GR
O
U
P
OD
E
S
T
O
N
E
L
DE
S
I
G
N
JVA #17444.3
Permit 11/20/15
Permit Comments 03/11/16
Construction Set 03/31/16
Coord Set 002 12/12/16
Conformance Set 01/23/17
S-309
WOOD ROOF
SECTIONS
01/23/17
0 6"1'2'3'
3/4"
3/4" = 1'-0"S-309
ELEVATION - TRUSS BLOCKING1
S-309
SECTION - RIDGE/HIP/VALLEY12
S-309
TRUSS BEARING3
S-309
TRUSS BEARING2
S-309
TRUSS BEARING6
S-309
TRUSS BEARING4
S-309
TRUSS BEARING5
S-309
ROOF JOIST BEARING7
S-309
ROOF JOIST BEARING8
S-309
ROOF JOIST BEARING9
S-309
TRUSS BEARING10
S-309
FRAME DETAIL11
S-309
ROOF AT ELEVATOR HOIST13
2
REVISION SCHEDULE
2 Construction Set 03/31/16
4 Conformance Set 01/23/17
S
43003
CO L OR A D O L ICEN
S
E
D
P
R
O
FE
SSIONA L E N G I N EERSTEVEN
RETNEP
RACDEREK
03/02/16
87'-9"
APPROVED
87'-9"
3'-4"
87'-9"
SIM
#5 @ 12" VERT
& DOWELS,
EARTH FACE
SIM
#5 @ 12" VERT
& DOWELS,
EARTH FACE
Pa
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18
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5
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S
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.
LO
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,
C
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:
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3
−81
9
−
FA
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:
3
0
3
−26
1
−
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L
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s
t
o
n
e
D
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s
i
g
n
.
c
o
The Information shown on this
document represents copyrighted
intellectual property. Reproduction
and/or distribution is not permitted
without the prior consent of
Lodestone Design Group.
ISSUE DATE
DRAWING TITLE:
DATE:
DRAWN
Es
t
e
s
P
a
r
k
,
C
O
L
O
R
A
D
O
8
0
5
1
7
25
0
S
t
e
a
m
e
r
P
a
r
k
w
a
y
CHECKED:
JSS SDC
GR
O
U
P
OD
E
S
T
O
N
E
L
DE
S
I
G
N
JVA #17444.3
Permit 11/20/15
Permit Comments 03/11/16
Construction Set 03/31/16
Coord Set 002 12/12/16
Conformance Set 01/23/17
S-310
LOWERED BASEMENT
SECTIONS
01/23/17
0 6"1'2'3'
3/4"
3/4" = 1'-0"S-310
KNEE WALL AT BASEMENT WALL FOOTING1
S-310
KNEE WALL AT BASEMENT PILASTER FOOTING2
S-310
KNEE WALL AT SLAB STEP3
1
0 6"1'2'3'
3/4"
3/4" = 1'-0"S-310
EXTERIOR STAIR DETAIL4
0 6"1'2'3'
3/4"
3/4" = 1'-0"S-310
EXTERIOR STAIR DETAIL5
3 3
REVISION SCHEDULE
1 Basement Slab 02/19/16
3 Exterior Stair 08/11/16
S
43003
CO L OR A D O L ICEN
S
E
D
P
R
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FE
SSIONA L E N G I N EERSTEVEN
RETNEP
RACDEREK
03/02/16