attachment 13 baghouse wall depictions · 2018. 12. 4. · baghouse building baghouse building...
TRANSCRIPT
Attachment 13
Baghouse Wall Depictions
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BAGHOUSE BUILDING
BA
GH
OU
SE
H
AL
LW
AY
BAGHOUSE BUILDING COLUMNS
BAGHOUSE BUILDING
BAGHOUSE BUILDING COLUMNS
BAGHOUSE BUILDING
BAGHOUSE BUILDING COLUMNS
CONTAINMENT IS ADDED TO
BAGHOUSE HALLWAY SCAFFOLD
SEGMENT
BAGHOUSE HALLWAY
SCAFFOLD IS BUTTRESSED
NOTE: NOT ALL BRACING SHOWN FOR CLARITY
BAGHOUSE BUILDING
BA
GH
OU
SE
H
AL
LW
AY
BAGHOUSE BUILDING COLUMNS
CONTAINMENT IS ADDED TO
BAGHOUSE HALLWAY SCAFFOLD
AG
H
1A
1B
1C
Attachment 13 - Baghouse Wall Depictions
16'-7
1 4"
16'-7
1 4"
16'-7
1 4"
16'-7
5 16"
17'-1
5 16"
17'-1
5 16"
17'-1
5 16"
18'-7
"
10"
4 E
QUAL
SPA
CES
@ 4
'-7 3
4"
6 E
QUAL
SPA
CES
@ 5
'-8 7
16"
12"
11EQ
UAL
SPA
CES
@ 5
'-6 7
16"
20'-0" 15'-0" 25'-0" 20'-0" 20'-0" 15'-0" 25'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-2" 19'-10" 20'-0"
11"
5'-3"8'-6" 16'-2"
10'-6316"
11'-7
34"
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP
W8X15 TYP W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
W8X18
4'-7
34"
W8X188'X8'
OPENINGSEE DETAIL 2
8'X8'OPENING
SEE DETAIL 2
8'X8'OPENING
SEE DETAIL 2
C8X11.5 TYP@ UNSUPPORTD
COLUMNS
C8X11.5TYP
C8X11.5TYPWALL GIRT LINEC6X8.2 TYP
WALL GIRT LINEC8X11.5
WALL GIRT LINEC8X11.5
WALL GIRT LINEC8X11.5
35'-7916"
14'-5
"
8'-5
78"7'X7'
OPENINGSEE DETAIL 4
11"
11" 11"
11"
12'-9"
15'-434"
W8X15 TYP
W8X15 TYP
9'-2"
4'X4' OPENINGSEE DETAIL 3
14'-1
1"
4'-0"8'-0"7'-0"5'-0"1'-0"1'-0"1'-0"1'-0"7'-0"5'-0"1'-03
16"
WALL GIRT LINEC6X8.2
30'-0"
4'-5
"
3'-4
"6'-2
"
W8X18
W8X18
NOTE: GIRTS TO BE C6X8.2 FOR SPANS UP TO 24', @ 8' O.C.MAX GIRTS TO BE C8X11.5 FOR SPANS 24' TO 32'', @ 8' O.C.MAX GIRTS TO BE C8X18.75 FOR SPANS MORE THAN 32', @ 8' O.C.MA
NOTE: PURLINS TO BE W8X15 FOR SPANS UP TO 24' PURLINS TO BE W8X18 FOR SPANS OVER 24'
1'-9
34"
5'-2
11 1
6"
4'-0
11 1
6"
4'-0
11 1
6"
MK. DATE
PROJECT NUMBER
241-1
PERMITS
REQUIRED
DWN. BY:
BLDG.
WATER
CHK. BY:
APPR. BY:
REVISION
BY CHK'D. DATE
AIR
PERMIT APPLICATIONS INFORMATION
DRAWING RECORD INFORMATION
DATE:
DATE:
DATE:
SUBMITTED BY: DATE: PERMITS RECEIVED I.D.NUMBER
APPR'D. BY:
SCALE:
STATUS:
DATE: INITIALS
TITLE:
DRAWING NUMBER
S.6.0
Huntington Beach, Ca
DEPT/AREA
Advanced Constructors Corp.
---
FAC. NO.
--- ----
DRAWING TYPE
0
01-15-11
STEEL ROOF PLAN-PURLINS:Randy Brown II
REV NO.
1:225
C8X11.5
C8X11.5
W8X1
5
W8X1
5
C8X11.5
W8X15
8'-8"
8-8
"
C8X11.5
C8X11.5W8X15
W8X15
W8X15
C8X11.5
C8X1
1.5
W8X1
5
W8X1
5
4'-8"
4'-2
"
C8X11.5
W8X15
W8X15
W8X15
W8X1
5
8'-0"
7'-5
"
1'-2
38"
71'-0
1 2"
16'-9
"
31'-9
1 2"
EL. 239'-9 78"EL. 240'-6 12"
36'-1
0116"
40'-2
1 16"
41'-5
11 1
6"
WALL LINE 'N' WALL LINE 'O'
W12X26W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 W12X26
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W12X2
6
W14X1
59
W14X1
59
W14X1
09
W12X26
W14X5
3
EL. 223'-9 12"
EL. 208'-9"
W18X40W24X55
25'-3" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
2'-258"
33'-912" 18'-878"
54'-3
1 2"
EL.169'-6"
7'-9
1 16"
7'-8
38"
NOTE: SEE BRACE DETAILS ON S.13.4NOTE: ELEVATIONS ARE TO T.O. BEAM AND B.O. BASE PLATESNOTE: GIRTS TO BE C6X8.2 FOR SPANS UP TO 24', @ 8' O.C.MAX
GIRTS TO BE C8X11.5 FOR SPANS 24' TO 32'', @ 8' O.C.MAX GIRTS TO BE C8X18.75 FOR SPANS MORE THAN 32', @ 8' O.C.MAX
NOTE: 58" SAG RODS ON ALL GIRTS @ 8' MAX O.C.
7'-3
1 2"
8'-0
"
6'-7
1 16"
TYP GIRTSEE NOTE:
58" SAGRODS
TYP SEENOTE:
MK. DATE
PROJECT NUMBER
241-1
PERMITS
REQUIRED
DWN. BY:
BLDG.
WATER
CHK. BY:
APPR. BY:
REVISION
BY CHK'D. DATE
AIR
PERMIT APPLICATIONS INFORMATION
DRAWING RECORD INFORMATION
DATE:
DATE:
DATE:
SUBMITTED BY: DATE: PERMITS RECEIVED I.D.NUMBER
APPR'D. BY:
SCALE:
STATUS:
DATE: INITIALS
TITLE:
DRAWING NUMBER
S.10.0
Huntington Beach, Ca
DEPT/AREA
Advanced Constructors Corp.
---
FAC. NO.
--- ----
DRAWING TYPE
0
01-15-11
WEST STEEL ELEV VIEW:Randy Brown II
REV NO.
1
16
"=1'
1
S.13.5
TYP CONN ONALL RMPS BULIDINGCOLUMNS
TYP CONN ON ALLCORRIDOR BUILDING
COLUMNS
2
S.13.5
3
S.4.1
3
S.13.5
3
S.13.5