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S15 - GIRTS & SAGRODSS14 - GRATING AND DECKINGS13 - STAIR TOWER WALL RAILS12 - STAIR TOWER HANDRAILS11 - STAIR TOWERS10 - EMBEDS AND ANCHORSS9 - HANDRAIL AT MEZZANINES8 - ROD BRACINGS7 - CANOPY SECTIONSS6 - HIP ROOF FRAMING, SECTIONS AND GRATING STAIRS5 - COLUMN SCHEDULES4 - ELEVATION LINE 1.9 AND MEZZANINES3 - ELEVATION LINE 3, TRUSS AND BRACE LINE DS2 - ROOF FRAMNING PLANS1 - SECOND FLOOR FRAMING PLANCOVER
- ISOMETRIC -BASIC TRAINING CLASS
S1
27-6
3
2
1
27-6
7-613
-96-3
10-0 15-0
25-0 25-0 25-0 20-0A B C D EA.3
20-0
20-0
15-0
7-67-6
1.9
2.1
6-313
-97-6
SECOND FLOORElevation: 114-6 (U.N.)
3-0
3-0
11-68-6
2-0W18x3
5
W12x2
2
W14x4
3
W16x3
6
W8x48
W8x48
W8x48
W8x48
W10x49
W10x49
W10x49
W10x49
W10x49
W10x49
W8x48
W18x40 W18x40
W18x40 W18x40
W18x35
W18x35W18x35
W18x35
W14x4
3
W16x2
6
W16x26
W16x26
W16x26
W12x2
2(28
.6K)
(28.6K
)(28
.6K)
(28.6K
)
HSS4x4x
1 / 4
HSS5x5x
3 / 8
HSS4x4x
1 / 4
W10x2
6W1
0x26
W10x2
6W1
0x26
W10x2
6W1
0x26
W10x2
6W1
0x26
W10x2
6
W10x2
6W1
0x26
W10x2
6W14x26
W14x26
W14x26
W14x26
W18x3
5
W21x4
4W2
1x44
2-L6x4x 3/8
WT8x13
(-3)
AS7
S7B
S6A
W16x3
6
W12x3
5
W8x31
W8x31
S2
27-6
20-0
1
A
15-0
1.9
20-0
2.1
ED
27-6
25-0B C
25-0
3
25-0
2
W8x31
W8x31
W8x48
W10x49
W8x48
W8x48
W10x49
W10x49
W10x49
W10x49
W10x49
W8x48
W8x48
W21x4
4W2
1x44
24K4
24K4 24K4
W16x26 W16x26W16x26
W18x35
W18x35W8x21
W16x2
6W1
6x26 W1
6x26
W16x2
6
W18x4
0W1
8x40
HSS5x5x
3 / 8
HSS4x4x
1 / 4
(Web Normal)
(Web Normal)
(Web Normal)
(Web Normal)
(Web
Norm
al)
(Web
Norm
al)
(Web
Norm
al)
(Web
Norm
al)
(+91 /
2)(+
91 /2)
(+91 /
2)(+
91 /2)
(+91 /
2)(+
91 /2)
(+91/2)(+91/2)(+91/2)
W12x26
W12x26
W12x26
W12x26
C10x1
5.3
C10x1
5.3
C10x1
5.3
C10x1
5.3
W12x2
6
W12x2
6
W12x2
6
W12x2
6
HSS4x4x 1/4
5-0 5-0 5-0 5-0(-2-0)
(-2-0)
W14x22
W14x22
10-0 10-05-0
10-0 10-05-0
6-07-6
6-07-6
ROOF FRAMING PLANElevation: 126-0 (U.N.)
TRUSSS3
20-0
S3
A A.3 B C D
10-0 15-0 25-0 25-06-0
9
25-0
4-2 4-2 4-2 4-2 4-2 4-2
4-0 3-54
3
2-L3x3x 1/4
2-L3x3x 1/4
2-L3x3x 1/4
2-L3x3
x1 /4
2-L3x3
x1 /4
2-L3x3
x1 /4
2-L3x3
x1 /4
2-L3x3
x1 /4
2-L3x3x
1 / 4
2-L3x3x
1 / 4
2-L3x3x
1 / 4
24K4 24K4 W18x35
9
6-0
WT4x9 WT7x11
(STEM DOWN)
Elevation: 126-0
Elevation: 114-6
Elevation: 99-2
ROOF FRAMING
SECOND FLOOR
ANCHOR PLAN
Elevation: 126-0ROOF FRAMING
ELEVATION GRID 3
TRUSS
BRACE LINE D
W8x21
W6x15
3 2.1
20-0
W18x40
PIPE 5 STD
PIPE 5 STD
W10x4
9 W8x31
W8x3115-4
11-6
9
7
W14x43
W10x4
9
W10x4
9
W8x48
W8x48
W18x35W18x40W18x40
2-L6x4x3 / 8
2-L6x4x3 / 8
2-L6x4x 3/8W8x3
1
W8x31
HSS6x4
x1 / 4
HSS6x4x 1/4
12-612-6
CB
S4
D E D E
1.9
2.1
20-015
-03 Joist Extension
W14x30W8x31
3-03-0
3-03-0
3-0W14x30W8x31
W12x2
6
W12x2
6
10K1
10K1
10K1
10K1(-2
1 / 2)
(-21 / 2
)
HSS4x4x
1 / 4
(Above)
HSS4x4x
1 / 4
(Above)
PIPE 6 STD
PIPE 6 STD
Joist Extension
6-0
3-0 2-6
4-013
-9
STAIR
MEZZANINEElevation: 107-8 (U.N.) ELEVATION GRID 1.9
ROOF FRAMINGElevation: 126-0
SECOND FLOORElevation: 114-6
MEZZANINEElevation: 107-8
ANCHOR PLANElevation: 99-2
20-0
2-6
2-0
2-6W14x30
W8x31
W8x31
W12x35
W12x26
W12x26
W12x26
W12x26W14x22
W12x26
W12x26
PIPE 6
STD
HSS4
x4x1 / 4
21 /2
S5
D1, D3B1, B3
A1, A2, A3C1, C2, C3
B2 D1.9, D2.1 D2 E1.9, E2.1 E1.9, E2.1 E1COLUMNSSLOPING
ROOFELEV. VARIES
ELEV. 114-6SECOND FLOOR
LANDINGELEV. 107-8
BOTTOM OFBASE PL 99-2
BASE PL (WxLxT)
BASE PL TYPE
CAP PLATE
REMARKS
W10
x49
(W8x
48 -
B3)
W8x
48
W8x
31
BOLTED SPLICEELEV. 110-0
16 x 16 x 11/2 10 x 10 x 1 10 x 10 x 1 AS REQUIRED 10 x 10 x 3/4 AS REQUIRED 10 x 10 x 11/4 TYPE D
HSS5
x5x3
/ 8
PIPE
6 ST
D
HSS4
x4x1
/ 4
HSS4
x4x1
/ 4
PIPE
5 ST
D
A B B A C D
5 x 5 x 1/4 5 x 5 x 1/4AS REQUIRED AS REQUIRED AS REQUIRED
11/211/2
11 /2
11 /2
W
L
TYP. BASE PLATE(PARALLEL TO FLANGE)
(PARA
LLEL T
O WEB
)
A (1" DIA ANCHOR BOLT)
B TYP. BASE PLATE(3/4" DIA ANCHOR BOLT)
(PARA
LLEL T
O FLA
NGE)
W
(PARALLEL TO WEB)L2
2
6 33
6
336
68
101-4
810
1-4
B.P. AT GRIDLINE (E,1)11/4" THICK PLATE
(1" DIA ANCHOR BOLT)C
1-141/2
3/4" THICK PLATE(3/4" DIA ANCHOR BOLT)C B.P. AT SLOPING COLUMNS
S6
GRATED STAIR HIP ROOFElevation: 107-8 (U.N.)
SECTION
18" C/CSHEAR STUD1/2" DIA.
PL 1/4"1-0
6
A
EL: 107-91/4
13-912-10
(14 TREADS @ 11")
EL: 100-0
7-91 / 4
(15 RI
SERS
@ 63
/ 16")
4-0
11 /4
1 1/2
WP
WP
D E20-0
4-9 4-9 4-9 4-91-0
W12x22
W10x12
W10x12
W10x12
W10x12
W10x1
2 W10x1
2
W10x1
2 W10x1
2
4-94-9
1-04-9
4-9
20-0
W12x2
2
W12x14
1.91
(TOS 11
4-6)
W8x31
HSS4x4x
1 / 4
11
S7
2-0 2-0
W14x26
A
SECOND FLOORElevation: 114-6
ANCHOR PLANElevation: 99-2
ROLLED CANOPY SECTION A
PIPE 5 STD
W14x26
W14x26
SECOND FLOORElevation: 114-6
Elevation: 99-2ANCHOR PLAN
Elevation: 107-8MEZZANINE
PIPE 5
STD
PIPE 5
STD
ROLLED CANOPY ELAVATION B
W10x2616-6 Rolling Radius
ROLLED CANOPY PLAN
A
12-0
1
1.9
5 SPA @ 2-25/8 = 11 11/827/8
W10x2
6
W10x2
6
W10x2
6
W10x2
6
W10x2
6
W10x2
6W2
1x44
W14x26
W14x26
13-9
8
S8
RB11/2RB11/2
3 2 1
SECOND FLOORElevation: 114-6
ROOF FRAMING PLAN
101 / 2
101 / 2
4-04-0TB11/2X6
CV31/2
27-6 27-6
Elevation: 126-0
BRACE LINE A
S9
2.1
8
3-6
13 /4
11 /411/4 5
21 /2
21/2
1-9
1-6
4-2 MAX SPACING
1-6
11 /4
LEFT END T.O.S.
RIGHT END T.O.S.
GRAB BAR FS
RIGHT RETURN W.P.
TYPICAL BASE PLATE
PIPE 11/2 STD U.N.
ON GAGE LINE
4
63
TYP 1/2 RBTYPICAL GRAB BAR
STAIR HANDRAIL
D E
MEZZANINEElevation: 107-8
15-0
1-9 4-2 MAX SPACING 1-9
1-93-6
6
PL1/4x4TOE PLATE FS
PIPE 11/2 STD U.N.
L6x4x3/8SECTION A:A
AA
P-END POST
T.O.S.LEFT END
T.O.S.RIGHT END
CLIP ANGLE CONNECTION
2.1
20-0
GUARDRAIL ON
S10
1-0
3 / 4
11 /2
TO BE
ND3
66
3
6
5" LENGTH
INSIDE WALL
1-6
STD EMBED PLATE
6 REQ'D1/2 RND BAR
45.00°
11/4 3 11/44
1/2 STUD TYP.
L4x4x3/8
STD BEARING ANGLE 31-0
3
Ø FROM BASE PLATE SCHEDULETYP. ANCHOR ROD
S11
1
7-8(13
RISE
RS)
7-8(13
RISE
RS)
12-31/4
12-31/4115/16(NS/FS RETURN)
6-0(NS RETURN)
5-011/16(FS RETURN)
1-115/16(FS RETURN)
1-0(NS RETURN)
115/16
1 1/2NOSING
W.P.
1/2 SETBACK ON RETURN LEGTHSWELDED CLIP ANGLE CONNECTIONS
COPE RETURNS AS NEEDEDC12x20.7 STRINGERS
W.P.
W.P.
W.P.
W/ FLOOR CLIPBOLT TO FLOOR Elevation: 99-2
Elevation: 114-6
Elevation: 106-10
STAIR TOWER
(-7-8)(+
7-8)
W14x22
C12x20.7
8-0(BEWTEEN EXT. STRINGERS)
9-4
18-31
/ 4
1-105-01-018
-0
7-2
14-29
/ 16
8
STAI
R
BOTH ENDSSTD EMBED PLATE
STAI
R
A
STAIR TOWER
1
ELEVATION 106-10 U.N.
25-0 WALL HEIGHTBOTTOM OF WALL 99-2
S12
1
AB PLANElevation: 99-2
SECOND FLOORElevation: 114-6
1-9
4-2 MAX SPACING
1-9
1-0RETURN 1-9
3-6
115/16RETURN
P-END
LOWER RAILCONNECT TO END SPLICE
PIPE 11/2 STD U.N.INTERIOR STRINGERS
RETURN TO POSTGRAB BAR
STAIR TOWER HANDAILS
1
1-9
4-2 MAX SPACING
1-91-115/16
RETURN
1-93-6
P-END
UPPER RAILCONNECT TOEND SPLICE
RETURN TO POSTGRAB BAR4
63
TYP 1/2 RBTYPICAL GRAB BAR
S13
1
4-0
7-0
2-0
3-0
6" SETBACKRETURN TO WALL 5 EQ. SPACES
WALL BRACKET
PIPE 11/2 STD U.N.
CNTR ON RETURNWALL BRACKET
RETURN TO WALL
WEST WALL RAIL
1
1-6 SETBACKRETURN TO WALL
3-0
EAST WALL RAIL
CNTR ON RETURNWALL BRACKET
4 EQ. SPACESWALL BRACKET
RETURN TO WALL
PIPE 11/2 STD U.N.
S14
D E
3-03-0
3-03-0
3-0
3-0 3-0
4-0
3-57/8
RETURNCNTR ON
FIT/CUT GRATING AS NEEDED11/2x3/16 19-W-4
20-0
MEZZ GRATING LAYOUT
10K1
10K1
10K1
10K1
A
1 1-44-4
4-44-4
18-0
3-02
21 /2
3-0x18-01.5B DECKING 18GA
TYP BEARING ANGLE
JOIST TO CONCRETE
STAIR TOWER ROOF
S15
A B C D
5-05-0
5-05-0
4-32-7
12-612-61-0 1-0
1-0 1-0
L3x3x1/4FLOOR CLIP TYP
B
B
C
C
ON GRID 3
GIRTS C10x15.3 TYP
A A
1/2 SAGROD TYP
2
2 13/45
BENT SAGRODSECTION C:C
5
B & TPLATE WASHER
BEARING
SECTION B:BSTRAIGHT SAGROD
1-3
3
A
SECTION A:A
25-0 25-0 25-0
GIRTS & SAGRODS
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