Embed Size (px)
Citation preview
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE2 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 1 DAW / SM 06/12/2015SMREVISED BASE PLATE ELEVATIONS0 DAW / SM 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-01MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
200'-0
25'-0
200'-0
25'-0
RC1
5
5
PRIMARY FRAMING SHAKEOUT PLAN
60'-0
20'-0
25'-0
25'-0
20'-0
24'-0
A
1
EC1
1'-0
EI1C
ER
1
RC1
2
RR
1
24'-0
RC1EC1
20'-0
EI2
D
F
ER
1
1'-0
1
RR
1
2
25'-0
RC1
3
RR
2
25'-0
4
RC2
RR
2
RR
1
25'-0
RC1RC2RC1
RR
2
3
RR
2
RR
1
25'-0
4
60'-0
30'-0
25'-0
25'-025'-0
RC1
6
RR
1
7
RC2
RR
2
25'-0
RC1 RC2
RR
1
6
RR
2
7
15'-0
24'-0RC4
8
RR
1
1'-0
EC2
A
9
EI3
ER
3
B
24'-0
EC2RC4
RR
1
8
15'-0
EI4
ER
2
F
E
1'-0
9
6" X 1/423'-4 3/16(4) 1/2 X 1 1/4 A325TE
6" X 3/824'-1 1/2(4) 1/2 X 2 A325TD
6" X 3/824'-4 5/8(8) 3/4 X 2 A325TC
6" X 3/824'-1 1/2(4) 1/2 X 2 A325TB
6" X 1/423'-4 3/16(4) 1/2 X 1 1/4 A325TA
PLATE SIZECLEAR TO F.F.BOLTSSPLICE
SPLICE BOLT TABLE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE2 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 1 DAW / SM 06/12/2015SMREVISED BASE PLATE ELEVATIONS0 DAW / SM 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-02MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
60'-0
30'-0
20'-0
24'-4
11/1
6
28'-8 3/16
24'-4
11/1
6
30'-0 5/16
1'-6
25'-0
2'-6
25'-0
2'-6
B CD
80C12-1X 80C12-1X
COLUMN & BEAM CROSS SECTION AT FL. 1
30'-0
18'-7 7/8
7'-6
4'-0
1'-4 1/8
8 8 1/88" MASONRY WALL NOT BY ABC
EC
1 (W
8X18
)
A
5'-0
A
5'-0
5'-0
ER1 (W12X14)
EI1
(W
12X
14)
C
28'-8 3/16
30'-0 5/16
4@5'-02@4'-3 1/8
1'-6
FB-1 FB-1
CL-12CL-12
1/212
18'-7 7/8
7'-6
EI2
(W
12X
14)
D
4'-0
1'-4 1/8
8 1/8 8 8" MASONRY WALL NOT BY ABC
EC
1 (W
8X18
)
F
5'-0
E
5'-0
5'-0
4@5'-0
FB-1FB-1
CL-12CL-12
ER1 (W12X14)
1/212
2@4'-3 1/8
NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.
5" X 1/4 X 11'-8 11/162'-01'-314'-11 1/210GA
5" X 1/4 X 14'-10 11/161'-32'-8 15/1614'-3 3/87/325" X 1/4 X 29'-2 7/8RR1
2'-8 15/162'-1 15/169'-3 3/88GA
5" X 5/16 X 21'-8 3/162'-1 15/1610 1/1614'-11 5/810GA5" X 1/4 X 24'-3RC1
INSIDEFLANGE
ENDINGWEB
DEPTH
STARTINGWEB
DEPTH
WEBLENGTH
WEBTHICK
OUTSIDEFLANGE
ASSEMBLYNAME
MEMBER SIZE TABLE NOTE: (2) DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY.
5" X 1/221'-7(8) 3/4 X 2 A325TC
5" X 1/223'-4(8) 3/4 X 2 A325TB
5" X 1/221'-7(8) 3/4 X 2 A325TA
PLATE SIZECLEAR TO F.F.BOLTSSPLICE
SPLICE BOLT TABLE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE2 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 1 DAW / SM 06/12/2015SMREVISED BASE PLATE ELEVATIONS0 DAW / SM 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-03MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
60'-0
30'-0 30'-0
53'-1 1/16
24'-4
5/16
29'-4 5/16
24'-4
5/16
30'-0 5/16
1'-6
25'-0
2'-6
25'-0
2'-6
FRAME ID: M15P0259A.01A 06/16/15 13:44
B
RIGID FRAME CROSS SECTION AT FL. 2
7'-6
4'-0
3'-5 1/2
8 10 5/8
8" MASONRY WALLNOT BY ABC
RC
1
A
5'-0
5'-0
5'-0 A
FBL-2.10
FB-5
FB-4
29'-4 5/16
30'-0 5/16
4@5'-02@4'-3 1/8
FB-6(2)FB-7(2)FB-7
1'-6
FBL-2.10FB-4
CL-12
CL-12
RR1
1/212
7'-6
5'-0
5'-0
5'-0
8" MASONRY WALLNOT BY ABC
C
FB-4
FBL-2.10
FB-5
RC
1
F
4'-0
3'-5 1/2
10 5/8 8
4@5'-0
FB-4FBL-2.10CL-12
CL-12
RR1
1/212
2@4'-3 1/8
(2)FB-7FB-6 (2)FB-7
NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.
5" X 1/4 X 11'-8 11/162'-01'-314'-11 1/210GA
5" X 1/4 X 14'-10 11/161'-32'-8 15/1614'-3 3/87/325" X 1/4 X 29'-2 7/8RR2
2'-8 15/162'-1 15/169'-3 3/88GA
5" X 5/16 X 21'-8 3/162'-1 15/1610 1/1614'-11 5/810GA5" X 1/4 X 24'-3RC1
INSIDEFLANGE
ENDINGWEB
DEPTH
STARTINGWEB
DEPTH
WEBLENGTH
WEBTHICK
OUTSIDEFLANGE
ASSEMBLYNAME
MEMBER SIZE TABLE NOTE: (2) DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY.
5" X 1/221'-7(8) 3/4 X 2 A325TC
5" X 1/223'-4(8) 3/4 X 2 A325TB
5" X 1/221'-7(8) 3/4 X 2 A325TA
PLATE SIZECLEAR TO F.F.BOLTSSPLICE
SPLICE BOLT TABLE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE2 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 1 DAW / SM 06/12/2015SMREVISED BASE PLATE ELEVATIONS0 DAW / SM 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-04MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
60'-0
30'-0 30'-0
53'-1 1/16
24'-4
5/16
29'-4 5/16
24'-4
5/16
30'-0 5/16
1'-61'-6
25'-0
2'-6
25'-0
2'-6
FRAME ID: M15P0259A.01A 06/16/15 13:44
B
RR2RR2
RIGID FRAME CROSS SECTION AT FL. 3
7'-6
4'-0
3'-5 1/2
8 10 5/8
8" MASONRY WALLNOT BY ABC
RC
1
A
5'-0
5'-0
5'-0 A
FB-5
FB-4
FBL-2.10
29'-4 5/16
30'-0 5/16
4@5'-02@4'-3 1/8
FB-6(2)FB-7(2)FB-7
FB-4
FBL-2.10CL-12
CL-12
1/212
7'-6
8" MASONRY WALLNOT BY ABC
C
FBL-2.10
FB-5
FB-4
RC
1
F
4'-0
3'-5 1/2
10 5/8 8
5'-0
5'-0
5'-0
12
4@5'-0
FB-4FBL-2.10
CL-12
CL-12
1/2
2@4'-3 1/8
(2)FB-7(2)FB-7FB-6
NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.
2'-8 15/162'-1 15/169'-3 3/88GA
5" X 5/16 X 21'-8 3/162'-1 15/1610 1/1614'-11 5/810GA5" X 1/4 X 24'-3RC2
5" X 1/4 X 11'-8 11/162'-01'-314'-11 1/210GA
5" X 1/4 X 14'-10 11/161'-32'-8 15/1614'-3 3/87/325" X 1/4 X 29'-2 7/8RR2
INSIDEFLANGE
ENDINGWEB
DEPTH
STARTINGWEB
DEPTH
WEBLENGTH
WEBTHICK
OUTSIDEFLANGE
ASSEMBLYNAME
MEMBER SIZE TABLE NOTE: (2) DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY.
5" X 1/221'-7(8) 3/4 X 2 A325TC
5" X 1/223'-4(8) 3/4 X 2 A325TB
5" X 1/221'-7(8) 3/4 X 2 A325TA
PLATE SIZECLEAR TO F.F.BOLTSSPLICE
SPLICE BOLT TABLE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 0 DAW / DAW 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-05MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
60'-0
30'-0 30'-0
53'-1 1/16
24'-4
5/16
29'-4 5/16
24'-4
5/16
30'-0 5/16
1'-6
25'-0
2'-6
25'-0
2'-6
FRAME ID: M15P0259A.01A 06/16/15 13:44
B
RR2RR2
RIGID FRAME CROSS SECTION AT FL. 4
7'-6
4'-0
3'-5 1/2
8 10 5/8
8" MASONRY WALLNOT BY ABC
RC
2
A
5'-0
5'-0
5'-0 A
FB-5
FB-4
FBL-2.10
4@5'-02@4'-3 1/8
FB-6(2)FB-7(2)FB-7
FBL-2.10FB-4 CL-12
CL-12
1/212
7'-6
8" MASONRY WALLNOT BY ABC
C
FB-4
FB-5
FBL-2.10
RC
2
F
4'-0
3'-5 1/2
10 5/8 8
5'-0
5'-0
5'-0
29'-4 5/16
30'-0 5/16
1'-64@5'-0
FB-4FBL-2.10 CL-12
CL-12
1/212
2@4'-3 1/8
FB-6 (2)FB-7(2)FB-7
NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.
5" X 1/4 X 11'-8 11/162'-01'-314'-11 1/210GA
5" X 1/4 X 14'-10 11/161'-32'-8 15/1614'-3 3/87/325" X 1/4 X 29'-2 7/8RR1
2'-8 15/162'-1 15/169'-3 3/88GA
5" X 5/16 X 21'-8 3/162'-1 15/1610 1/1614'-11 5/810GA5" X 1/4 X 24'-3RC1
INSIDEFLANGE
ENDINGWEB
DEPTH
STARTINGWEB
DEPTH
WEBLENGTH
WEBTHICK
OUTSIDEFLANGE
ASSEMBLYNAME
MEMBER SIZE TABLE NOTE: (2) DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY.
5" X 1/221'-7(8) 3/4 X 2 A325TC
5" X 1/223'-4(8) 3/4 X 2 A325TB
5" X 1/221'-7(8) 3/4 X 2 A325TA
PLATE SIZECLEAR TO F.F.BOLTSSPLICE
SPLICE BOLT TABLE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 0 DAW / DAW 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-06MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
60'-0
30'-0 30'-0
53'-1 1/16
24'-4
5/16
24'-4
5/16
29'-4 5/16
30'-0 5/16
1'-61'-6
25'-0
2'-6
25'-0
2'-6
FRAME ID: M15P0259A.01A 06/16/15 13:44
B
RIGID FRAME CROSS SECTION AT FL. 5
7'-6
4'-0
3'-5 1/2
8 10 5/8
8" MASONRY WALLNOT BY ABC
RC
1
A
5'-0
5'-0
5'-0 A
FB-4
FBL-2.10
FB-5
29'-4 5/16
30'-0 5/16
4@5'-02@4'-3 1/8
(2)FB-7(2)FB-7 FB-6FBL-2.10FB-4
CL-12CL-12
RR1
1/212
7'-6
C
FB-4
FBL-2.10
FB-5
RC
1
F
4'-0
3'-5 1/2
10 5/8 8
8" MASONRY WALLNOT BY ABC
5'-0
5'-0
5'-0
4@5'-0
FB-4FBL-2.10
CL-12
CL-12
RR1
1/212
2@4'-3 1/8
FB-6 (2)FB-7(2)FB-7
NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.
2'-8 15/162'-1 15/169'-3 3/88GA
5" X 5/16 X 21'-8 3/162'-1 15/1610 1/1614'-11 5/810GA5" X 1/4 X 24'-3RC1
5" X 1/4 X 11'-8 11/162'-01'-314'-11 1/210GA
5" X 1/4 X 14'-10 11/161'-32'-8 15/1614'-3 3/87/325" X 1/4 X 29'-2 7/8RR1
INSIDEFLANGE
ENDINGWEB
DEPTH
STARTINGWEB
DEPTH
WEBLENGTH
WEBTHICK
OUTSIDEFLANGE
ASSEMBLYNAME
MEMBER SIZE TABLE NOTE: (2) DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY.
5" X 1/221'-7(8) 3/4 X 2 A325TC
5" X 1/223'-4(8) 3/4 X 2 A325TB
5" X 1/221'-7(8) 3/4 X 2 A325TA
PLATE SIZECLEAR TO F.F.BOLTSSPLICE
SPLICE BOLT TABLE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE2 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 1 DAW / SM 06/12/2015SMREVISED BASE PLATE ELEVATIONS0 DAW / SM 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-07MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
60'-0
30'-0 30'-0
53'-1 1/16
24'-4
5/16
29'-4 5/1629'-4 5/16
24'-4
5/16
1'-61'-6
25'-0
2'-6
25'-0
2'-6
FRAME ID: M15P0259A.01A 06/16/15 13:44
B
RIGID FRAME CROSS SECTION AT FL. 6
7'-6
4'-0
3'-5 1/2
8 10 5/8
8" MASONRY WALLNOT BY ABC
RC
1
A
5'-0
5'-0
5'-0 A
FB-4
FBL-2.10
FB-5
30'-0 5/16
4@5'-02@4'-3 1/8
(2)FB-7(2)FB-7 FB-6FB-4 FBL-2.10CL-12
CL-12
RR1
1/212
7'-6
FBL-2.10
FB-5
FB-4
RC
1
F
4'-0
3'-5 1/2
10 5/8 8
8" MASONRY WALLNOT BY ABC
5'-0
5'-0
5'-0C
30'-0 5/16
4@5'-0
FBL-2.10 FB-4
CL-12CL-12
RR1
1/212
2@4'-3 1/8
FB-6 (2)FB-7(2)FB-7
NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.
5" X 1/4 X 11'-8 11/162'-01'-314'-11 1/210GA
5" X 1/4 X 14'-10 11/161'-32'-8 15/1614'-3 3/87/325" X 1/4 X 29'-2 7/8RR2
2'-8 15/162'-1 15/169'-3 3/88GA
5" X 5/16 X 21'-8 3/162'-1 15/1610 1/1614'-11 5/810GA5" X 1/4 X 24'-3RC2
INSIDEFLANGE
ENDINGWEB
DEPTH
STARTINGWEB
DEPTH
WEBLENGTH
WEBTHICK
OUTSIDEFLANGE
ASSEMBLYNAME
MEMBER SIZE TABLE NOTE: (2) DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY.
5" X 1/221'-7(8) 3/4 X 2 A325TC
5" X 1/223'-4(8) 3/4 X 2 A325TB
5" X 1/221'-7(8) 3/4 X 2 A325TA
PLATE SIZECLEAR TO F.F.BOLTSSPLICE
SPLICE BOLT TABLE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE2 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 1 DAW / SM 06/12/2015SMREVISED BASE PLATE ELEVATIONS0 DAW / SM 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-08MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
60'-0
30'-0
53'-1 1/16
24'-4
5/16
29'-4 5/16
24'-4
5/16
30'-0 5/16
1'-6
25'-0
5'-0
2'-6
25'-0
5'-0
2'-6
FRAME ID: M15P0259A.01A 06/16/15 13:44
B
RIGID FRAME CROSS SECTION AT FL. 7
7'-6
A
4'-0
3'-5 1/2
8 10 5/8
8" MASONRY WALLNOT BY ABC
RC
2
5'-0
5'-0
A
FB-5
FB-4
FBL-2.10
4@5'-02@4'-3 1/8
(2)FB-7(2)FB-7 FB-6FBL-2.10FB-4
CL-12CL-12
RR2
1/212
30'-0
7'-6
8" MASONRY WALLNOT BY ABC
C
FBL-2.10
FB-4
FB-5
RC
2
F
4'-0
3'-5 1/2
10 5/8 8
5'-0
5'-0
29'-4 5/16
30'-0 5/16
1'-64@5'-0
FBL-2.10 FB-4
CL-12
CL-12
RR2
1/212
2@4'-3 1/8
FB-6 (2)FB-7(2)FB-7
NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.
2'-8 15/162'-1 15/169'-3 3/88GA
5" X 5/16 X 21'-8 3/162'-1 15/1610 1/1614'-11 5/810GA5" X 1/4 X 24'-3RC4
5" X 1/4 X 11'-8 11/162'-01'-314'-11 1/210GA
5" X 1/4 X 14'-10 11/161'-32'-8 15/1614'-3 3/87/325" X 1/4 X 29'-2 7/8RR1
INSIDEFLANGE
ENDINGWEB
DEPTH
STARTINGWEB
DEPTH
WEBLENGTH
WEBTHICK
OUTSIDEFLANGE
ASSEMBLYNAME
MEMBER SIZE TABLE NOTE: (2) DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY.
5" X 1/221'-7(8) 3/4 X 2 A325TC
5" X 1/223'-4(8) 3/4 X 2 A325TB
5" X 1/221'-7(8) 3/4 X 2 A325TA
PLATE SIZECLEAR TO F.F.BOLTSSPLICE
SPLICE BOLT TABLE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE2 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 1 DAW / SM 06/12/2015SMREVISED BASE PLATE ELEVATIONS0 DAW / SM 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-09MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
RIGID FRAME CROSS SECTION AT FL. 8
60'-0
30'-0 30'-0
53'-1 1/16
24'-4
5/1
6
24'-4
5/1
6
29'-4 5/16
30'-0 5/16
1'-6
25'-0
5'-0
2'-6
25'-0
5'-0
2'-6
FRAME ID: M15P0259A.01A 06/16/15 13:44
B
7'-6
8" MASONRY WALLNOT BY ABC
A
RC
4
A
4'-0
3'-5 1/2
8 10 5/8
5'-0
5'-0
4@5'-02@4'-3 1/8
(2)FB-7(2)FB-7 FB-6FB-4 FBL-2.10
CL-12CL-12
RR1
1/212
7'-6
8" MASONRY WALLNOT BY ABC
C
F
RC
4
4'-0
3'-5 1/2
10 5/8 8
5'-0
5'-0
29'-4 5/16
30'-0 5/16
1'-64@5'-0
FBL-2.10 FB-4CL-12
CL-12
RR1
1/212
2@4'-3 1/8
(2)FB-7(2)FB-7FB-6
8" X 1/423'-5 15/16(4) 1/2 X 1 1/4 A325TE
6" X 3/824'-0 7/8(4) 1/2 X 2 A325TD
8" X 1/224'-5 5/8(8) 7/8 X 3 A325TC
6" X 3/824'-0 7/8(4) 1/2 X 2 A325TB
8" X 1/423'-5 15/16(4) 1/2 X 1 1/4 A325TA
PLATE SIZECLEAR TO F.F.BOLTSSPLICE
SPLICE BOLT TABLE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE2 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION 1 DAW / SM 06/12/2015SMREVISED BASE PLATE ELEVATIONS0 DAW / SM 06/10/2015SMRELEASE FOR PERMITS
SHEET:
M15P0259A E-10MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
30'-0
60'-0
30'-0 30'-0
28'-8 3/16
1'-6
30'-0 5/16
1'-6
25'-0
2'-6
25'-0
2'-6
C
FB-2FB-2
COLUMN & BEAM CROSS SECTION AT FL. 9
13'-8 1/8
24'-4
11/1
6
22'-6
12" MASONRY WALL NOT BY ABC
AB
ER3 (W10X22)
EI3
(W
8X18
)
EC
2 (
W8X
24)
A B
1'-3 7/8
4 8 7 7/8
2@4'-3 1/84@5'-0
FB-2FB-2
CL-12CL-12
1/212
13'-8 1/8
7 7/8 8 4
24'-4
11/1
6
22'-6
12" MASONRY WALL NOT BY ABC
ED
EC
2 (W
8X24
)
ER2 (W10X22)
EI4
(W
8X18
)
FE
1'-3 7/8
28'-8 3/16
30'-0 5/16
4@5'-02@4'-3 1/8
FB-2 FB-2
CL-12 CL-12
1/212
CLIP MARK NUMBERS ARE CL-12, CL-13, OR CL-14.RF50/AAA (downhill) AND RF51/BA. LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN.THIS ROOF SYSTEM DESIGN USED ANTI-ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/ AA (uphill) OR
CLIP MARK NUMBER IS: CL-154, 5, 6LOCATED ON ALL PURLINS ON FRAME LINES:THIS ROOF SYSTEM DESIGN USED WEB CRIPPLING CLIPS INSTALLED AS SHOWN IN SECTION RF53/ BA.
BOLTS UNLESS NOTED. (2) 1/2 X 1 1/4 A325TNOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW
SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN 20 FT. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO THE METAL BUILDING SUPPLIER DOES NOT INDICATE PRESENCE OF A SHADOWINGSTRUCTURE WITHIN THIS 20 FT. ENVELOPE, AND AS SUCH, SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN.
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-11MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
1'-0
1'-0
CL-12
CL-12
CL-12
CL-12
60'-0
20'-0
20'-0
20'-0
F
A
D
C
ROOF FRAMING PLAN
200'-0
25'-0
60'-0
15'-0
200'-0
25'-0
BR5-7
BR5-6
BR5-8
BR5-7
BR5-6
25'-0
80Z16-10 (U.N.)(6) REQUIRED
80Z16-10 (U.N.)(6) REQUIRED
80Z16-13 (U.N.)(6) REQUIRED
80Z16-5 (U.N.)(6) REQUIRED
80Z13-1 (U.N.)(6) REQUIRED
2'-0 - 4'-0LAP TYP U.N.
2'-6 - 2'-6LAP TYP U.N.
3'-0 - 3'-0LAP TYP U.N.
3'-0 - 3'-0LAP TYP U.N.
24'-0 25'-0
321
CL-12
CL-12
CL-12
CL-12
BR5-2BR5-2
BR5-5
BR5-3
BR5-4
BR5-3
CLR
B05
BR5-3
BR5-2
BR5-4
BR5-3
BR5-2
BR5-5
CL-12
CL-12
CL-12
CL-12
CLR
B05
25'-0
PLANE ID: 1005, 1004
54
BR5-6
CL-12
CL-12
CL-12
CL-12
CLR
B05
CLR
B05
CL-12 BR5-8
EAVE STRUT LINE (SEE S.W.)
CL-12BR5-7
CL-12
BR5-6
BR5-8 BR5-8
CLR
B05
CL-12
BR5-7
25'-0
80Z16-16 (U.N.)(6) REQUIRED
25'-024'-01 2 3
2'-0 - 4'-0LAP TYP U.N.
2'-6 - 2'-6LAP TYP U.N.
80Z13-4 (U.N.)(6) REQUIRED
80Z16-6 (U.N.)(6) REQUIRED
25'-04 5
3'-0 - 3'-0LAP TYP U.N.
3'-0 - 3'-0LAP TYP U.N.
80Z16-10 (U.N.)(6) REQUIRED
80Z16-10 (U.N.)(6) REQUIRED
EAVE STRUT LINE (SEE S.W.)
24'-0
PART LENGTH CHART
80Z13-2 (U.N.)(6) REQUIRED
80Z15-6 (U.N.)(6) REQUIRED
80Z16-14 (U.N.)(6) REQUIRED
3'-0 - 3'-0LAP TYP U.N.
2'-6 - 2'-0LAP TYP U.N.
3'-6 - 2'-0LAP TYP U.N.
AE
-11
BR5-3
BR5-5
25'-0
BR5-8
BR5-7
BR5-6
BR5-529'-6680Z15-6
28'-22BR5-428'-10680Z13-2
25'-24BR5-329'-0680Z13-1
LENGTHQTYMARKLENGTHQTYMARK
PART LENGTH CHART
680Z16-16
680Z16-15
1280Z16-10
680Z16-6
680Z15-7
180Z13-5
680Z13-4
580Z13-3
QTYMARK
876
26'-64BR5-2
30'-0680Z16-14
30'-6680Z16-13
31'-01280Z16-10
29'-6680Z16-5
29'-12
26'-22
27'-52
25'-0
28'-02
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CLR
B05
CL-12
CL-12
CL-12
CL-12
CLR
B05
30'-6
29'-12BR5-830'-0
26'-22BR5-731'-0
27'-52BR5-629'-6
28'-02BR5-529'-6
28'-22BR5-428'-9 7/8
25'-24BR5-329'-0
26'-64BR5-228'-10
LENGTHQTYMARKLENGTH
9
1'-0
30'-0
BR5-2BR5-2
4
CL-12
CL-12BR5-3
BR5-4BR5-5
BE-11
CL-12CL-12
BR5-3 BR5-3
BR5-2BR5-2
BR5-4
CLR
B05
15'-0
A
B
E
1'-024'-025'-025'-06 7 8 9
4
4
3'-0 - 3'-0LAP TYP U.N.
2'-6 - 2'-0LAP TYP U.N.
3'-6 - 2'-0LAP TYP U.N.
F
80Z16-15 (U.N.)(6) REQUIRED
80Z15-7 (U.N.)(6) REQUIRED
80Z13-3 (U.N.)(6) REQUIRED
BUILDING.DIMENSION SHOWN IS THE PANEL TO BE "REMOVED". BEND RAW EDGE UP ALONG ENTIRE ENDWALL OFERECTION NOTE: CUT FIRST AND LAST PANEL PER DIMENSIONS SHOWN ON SHEETING PLAN. THE CUT
ALL ROOF PANEL SIDELAP TO PURLIN INTERSECTIONS REQUIRE PANEL CLIPS.ERECTION NOTE!!!
F
A
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-12MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
ROOF SHEETING PLAN
200'-4 (o/o purlin)
ROOF SHEETING @ 1004: (ALCT)S
3P24
-1 (
29'-1
1 1/
4)
ERECTION NOTE!!!!STANDING SEAM PANEL EXTENSIONS HAVE CHANGED!
AT LOW EAVE, PANELS NOW EXTEND 4" PAST THE EAVE STRUT IN LIEU OF 3".
S3P
24-1
(29
'-11
1/4)
30'-0
5/16
4
1'-0
CUT
1
5
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
PLANE ID: 1004S
3P24
-1 (
29'-1
1 1/
4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
CUT
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
1'-0 24'-4 8
(1)GE1L(1)TCB1L(1)TRECL
(2.2)TR1(0.1)FEB-10.2(1.75)GA-1(6)CL-21(1.75)RSA-1(2.2)RSF1(2.2)MEC3(2.2)FJ2X-
CUT
9
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-2
(30
'-3
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
S3P
24-1
(29
'-11
1/4)
8
8
(0.2)FEB-10.2 (1)TRCS1U-ABC CUT
200'-4
(27)RJF1 (13.6)RFE1 (2)FEB-10.2 (2)RFEC1
(o/o purlin)
ROOF SHEETING @ 1005: (ALCT)
PLANE ID: 1005
30'-0
5/1
6
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
1'-0
CUT
4
1
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-2
(30
'-3
1/4
)
1'-0 24'-4
85
(1)GE1R(1)TCB1R(1)TRECR
(2.2)TR1(0.1)FEB-10.2(1.75)GA-1(6)CL-21(1.75)RSA-1(2.2)RSF1(2.2)MEC3(2.2)FJ2X-
CUT
9
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-1
(29
'-11
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
S3P
24-2
(30
'-3
1/4
)
REQUIRED FASTENER LAYOUT DETAILS.ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!
BOLTS UNLESS NOTED. (1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DENOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-13MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
ENDWALL FRAMING ELEVATION AT LINE 1
CL46(TYP)
80C16-1
21'-0
7'-6
60'-0
20'-0 20'-0
60'-0
4'-0
26'-3
25'-0
LENGTH
1'-0 - 1'-0LAP TYP U.N.
FB-180C14-2
1 4
80Z15-3
C
80Z15-1
20'-0
14'-0
HEIGHT
FRAMED OPENING TABLE
80C13-2
8" MASONRY WALL NOT BY ABC
2EI2
EI1
EC
1
F D
14'-012'-04
3'-03'-03
7'-23'-42
14'-014'-01
WIDTHMARK
4'-0
4'-0
80Z15-5 (U.N.)(2) REQUIRED
80C13-1
180C14-1
180C13-8
180C13-4
180C13-3
180C13-2
180C13-1
QTYMARK
8'-0
TYPESILL HEIGHT
PLANE ID: 1002
80Z16-9 (U.N.)(4) REQUIRED
80C14-1
80C13-8
2'-0
1'-0 - 1'-0LAP TYP U.N.
80Z15-1
5'-0
CL-2(TYP)
80Z15-2
80Z15-2
5'-0
2'-1
02'
-23'
-9
1'-3
80C14-5
80C
14-4
80Z12-1
CL46(TYP)
FB-180
C14
-4
FB-1
80C12-1X
80C
14-3
OH80-1
80C14-7
3
80C
14-3
ER1 80C12-1X
80Z15-3
80Z15-2
80Z15-1
80Z12-2
80Z12-1
80C16-1
PART LENGTH CHART
EC
1
A
3'-0180C14-72'-10
12'-0180C14-619'-11 1/2
14'-0180C14-53'-3
10'-7480C14-43'-11 3/4
4'-4280C14-31'-11 3/4
2'-10180C14-23'-3
MARKLENGTHQTYMARK
4'-0
12'-0 4'-0
80Z15-4 (U.N.)(2) REQUIRED
80C13-3 80C13-4
4'-9 1/42
3'-0 1/44
3'-41OH80-12'-9 1/42
22'-0480Z16-921'-01
20'-3280Z15-520'-91
20'-3280Z15-43'-01
LENGTHQTYMARKLENGTHQTY
4'-0
FB-1
FB-1
FB-1
80C
14-4
80C14-6
80Z15-3
80Z12-2
ER1
80Z15-2
80Z15-2
80C
14-4
1'-3
60'-0
30'-0 30'-0
WIDTH
FRAMED OPENING TABLE
(0.5)FPEC1-10.2(0.4)VFF7
(1.25)FPEC1-10.2(0.8)VFF7
(1.25)FPEC1-10.2(0.8)VFF7
(0.5)FPEC1-10.2(0.4)VFF7
SHEETING PACKAGE: SP1021(BRSL)
PLANE ID: 1002
ENDWALL SHEETING ELEVATION AT LINE 1
12'-04
3'-03
3'-42
14'-01
MARK
26'-3
(2.2)TR1 (0.1)FEB-10.2 (1.75)GA-1 (6)CL-21 (1.75)RSA-1 (2.2)RSF1
A3P
26-3
(11
'-2
1/2)
A3P
26-1
1 (
11'-7
)
A3P
26-5
(11
'-5
1/2)
A3P
26-4
(11
'-4)
11/
2
(1.4
)FC
RA
2
A3P
26-2
(21
'-2
1/2
)
A3P
26-1
(21
'-1)
1/2
(1)GE1L(1)TCB1L(1)TRECL
1
A3P
26-1
0 (
22'-2
1/
2)
A3P
26-9
(22
'-1)
A3P
26-8
(21
'-11
1/2)
A3P
26-7
(21
'-10
)
(1)FDH2-12.6(1)FOCF80-12.6(2)FJ15B-15.2
(2)FOCF80-15.2
14'-0
(0.2)FSJ1(1)FDH2-3.6(1)FJ15B-7.4
(4)FOCF80-3.6
3'-0
(1)FDH2-4.6(1)FOHF80-4.6(2)FJ15B-7.4
(2)FOCF80-8.6
7'-2
(1)FDH2-15.2(2)FJ15B-15.2
(3)FOCF80-15.214'-0
TRIMTYPEHEIGHT
(2.2)TR1 (0.1)FEB-10.2 (1.75)GA-1 (6)CL-21 (1.75)RSA-1 (2.2)RSF1
A3P
26-3
(11
'-2
1/2)
A3P
26-4
(11
'-4)
A3P
26-5
(11
'-5
1/2)
2
3
4
A3P
26-6
(21
'-8
1/2)
A3P
26-7
(21
'-10
)
A3P
26-8
(21
'-11
1/2)
A3P
26-9
(22
'-1)
A3P
26-1
0 (
22'-2
1/
2)
(0.2)FEB-10.2(1)TRCS1U-ABC
A3P
26-1
(21
'-1)
A3P
26-2
(21
'-2
1/2
)
(1.4
)FC
RA
2
1 /2
(1)GE1R(1)TCB1R(1)TRECR
2"3/16
2"3/16
BRACED SPANDREL BEAM AT EVERY 3'0".
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-14MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
22'-6
26'-3
25'-0
ENDWALL FRAMING ELEVATION AT LINE 9
22'-6
60'-0
30'-0
PLANE ID: 1038
OPEN FOR MASONRY
15'-0
EI3
EC
2
A B
1'-3
3'-9
SPBM2 ER3
15'-0
13'-7 1/82SPBM2
LENGTHQTYMARK
PART LENGTH CHART
EC
2
EI4
FE
QTY
PART LENGTH CHART
MZC2(TYP)
MZC2(TYP)
MZB1
SPBM2ER2
MZC2(TYP)
MZC2(TYP)
SPBM2
MARK13'-7 1/82
LENGTH
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-15MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
REQUIRED FASTENER LAYOUT DETAILS.ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!
BOLTS UNLESS NOTED. (1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DENOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE
1'-0
8" MASONRY WALLNOT BY ABC
25'-0
2'-6
5'-0
5'-0
5'-0
7'-6
200'-0
25'-0
176'-0
80Z16-1 (U.N.)(4) REQUIRED
80C13-7
1E80S4-1
3'-0280C14-7
23'-111SPBM14'-4480C14-3
3'-41OH80-12'-10180C14-2
25'-0
80C13-9 80C13-780C13-7 80C13-7
24'-0 25'-0
80Z16-7 (U.N.)(4) REQUIRED
80Z14-3 (U.N.)(4) REQUIRED
1'-0 - 1'-0LAP TYP U.N.
1'-6 - 2'-6LAP TYP U.N.
321
80C14-7
1E80S5-2
CC1
1
BR5-1BR5-1
1E80S5-4
S1
80C16-1
S1
25'-0
BR5-1
80Z16-11
80Z16-7
80Z16-2
880Z16-124'-11 1/251E80S5-4
27'-6480Z14-324'-11 1/211E80S5-2
29'-6480Z14-125'-411E80S5-1
3'-0280C16-124'-11 1/211E80S4-1
LENGTHQTYMARKLENGTHQTYMARK
PART LENGTH CHART
80Z16-1 (U.N.)(4) REQUIRED
80Z16-2 (U.N.)(4) REQUIRED
1'-6 - 1'-6LAP TYP U.N.
1'-6 - 1'-6LAP TYP U.N.
80C14-3S1
SHORTENED MARKS
54
2'-10180C14-1
24'-11 3/4180C13-9
24'-11 1/2580C13-7
25'-11 3/4180C13-5
34'-84
30'-04
27'-64
27'-64
28'-0
1E80S5-4
1
80C16-1
80C14-7
S1
S1
BR5-1
1E80S5-4
PER DROPNOTE: QUANTITIES LISTED ARE(6) DROPS THIS WALLMAX SPACING: 50"-0" O.C.
FDC25
22'-6
25'-0
MZC2(TYP)
MARK
80C14-1
80C14-2
80C13-580C13-7
12" MASONRY WALLNOT BY ABC
25'-0
FDE21
FDS-14.42
PARTQTY
DOWNSPOUT SCHEDULE
80Z14-1 (U.N.)(4) REQUIRED
80Z16-11 (U.N.)(4) REQUIRED
3'-6 - 3'-6LAP TYP U.N.
1'-6 - 1'-6LAP TYP U.N.
PLANE ID: 1000
2
1
76
BR5-1
1E80S5-41E80S5-4
4
24'-0 1'-0
24'-0 4
SPBM1 (U.N.)(1) REQUIRED
7'-23'-4
8'-03'-03'-0
TYPESILL HEIGHTHEIGHTWIDTH
FRAMED OPENING TABLE
BRACED SPANDREL BEAM AT EVERY 3'0".
98
2
1E80S5-1
MZC2(TYP)
OH80-1
200'-0
(11.8)TFSET (11.8)TFEC1 (11.8)TGT1
SHEETING PACKAGE: SP1019(BRSL)
PLANE ID: 1000
SIDEWALL SHEETING ELEVATION AT LINE A
25'-0
4'-0
11/
2
1
11
/2
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
1A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
1A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
(17)FPEC1-10.2 (11.4)VFF7
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
24'-0
(1.8)TFSET (1.8)TFEC1 (1.8)TGT1 (1.5)GA-6X (2)MEC3
(0.5)FPEC1-10.2 (0.2)VFF7
9
2
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
(1)FDH2-4.6(1)FOHF80-4.6(2)FJ15B-7.4
(2)FOCF80-8.6
7'-23'-42
(0.2)FSJ1(1)FDH2-3.6(1)FJ15B-7.4
(4)FOCF80-3.6
3'-03'-01
TRIMTYPEHEIGHTWIDTHMARK
FRAMED OPENING TABLE
(1) 1/2 X 1 1/4 A325T
(1) 1/2 X 1 1/4 A325T
(2) 1/2 X 1 1/4 A325T
CC1EC1
80Z12-2
AE-15
SIDEWALL FRAMING ELEVATION AT LINE A
MA
OA
AA
E-1
4
AE-15
SECTION
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-16MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
PER DROPNOTE: QUANTITIES LISTED ARE(6) DROPS THIS WALLMAX SPACING: 50'-0" O.C.
FDC25
FDE21
FDS-14.42
PARTQTY
DOWNSPOUT SCHEDULE
REQUIRED FASTENER LAYOUT DETAILS.ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!
BOLTS UNLESS NOTED. (1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DENOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE
22'-6
1'-0
12" MASONRY WALLNOT BY ABC
25'-0
7'-6
5'-0
5'-0
5'-0
2'-6
175'-8
200'-0
25'-0
80Z16-1 (U.N.)(4) REQUIRED
80C13-7
1E80S5-4
25'-0
BRACED SPANDREL BEAM AT EVERY 3'0".
MZC2(TYP)
MZC2(TYP)
1'-0
25'-0
80C14-2
1
1E80S5-5 1E80S5-4
789
4 24'-0
24'-0
SPBM1 (U.N.)(1) REQUIRED
80C13-6
80Z14-2 (U.N.)(4) REQUIRED
3'-6 - 3'-6LAP TYP U.N.
80C14-1
80C13-7
OH80-1
PLANE ID: 1001
25'-0
80Z16-1 (U.N.)(4) REQUIRED
80Z16-12 (U.N.)(4) REQUIRED
1'-6 - 1'-6LAP TYP U.N.
6
80C13-7
1E80S5-4
1'-6 - 1'-6LAP TYP U.N.
5
80C13-7
BR5-1
BR5-1
1E80S4-1
25'-0
80Z14-2
80C14-2
80C14-1
80C13-10
80C13-7
80C13-6
1E80S5-5
1E80S5-4
1E80S5-3
27'-6480Z14-724'-11 1/211E80S4-1
MARKTYPESILL HEIGHTHEIGHTWIDTHMARK
BR5-1
7'-23'-41
25'-0
80Z16-3 (U.N.)(4) REQUIRED
FRAMED OPENING TABLE
80C13-7
1E80S5-4
1'-6 - 1'-6LAP TYP U.N.
4
80Z16-8 (U.N.)(4) REQUIRED
1'-0 - 1'-0LAP TYP U.N.
3
80C13-7
BR5-1
1E80S5-4
29'-64
2'-101
23'-111SPBM12'-101
3'-41OH80-124'-11 3/41
34'-84BR5-124'-11 1/26
30'-0480Z16-127 3/41
27'-6480Z16-825'-3 3/41
27'-6480Z16-324'-11 1/25
28'-0880Z16-124'-11 1/21
4'-0
24'-0
QTY
8" MASONRY WALLNOT BY ABC
MARKLENGTHQTY
PART LENGTH CHART
80Z14-7 (U.N.)(4) REQUIRED
2'-6 - 1'-6LAP TYP U.N.
2
80C13-10
1E80S5-3
4
1'-0
LENGTH
1
AE-15
200'-0
176'-0
(11.8)TFSET (11.8)TFEC1 (11.8)TGT1
SHEETING PACKAGE: SP1020(BRSL)
PLANE ID: 1001
SIDEWALL SHEETING ELEVATION AT LINE F
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
24'-0
24'-0
(0.5)FPEC1-10.2 (0.2)VFF7
1
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
(1.8)TFSET (1.8)TFEC1 (1.8)TGT1 (1.5)GA-6X (2)MEC3
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
25'-0
11/
2
1
MARK
(17)FPEC1-10.2 (11.4)VFF7
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
1'-0
(1)FDH2-4.6(1)FOHF80-4.6(2)FJ15B-7.4
(2)FOCF80-8.6
TRIM
7'-23'-4
TYPEHEIGHTWIDTH
FRAMED OPENING TABLE
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
A3P
26-1
2 (
21'-0
)
4'-0
11
/2
MA
OA
AA
E-1
4
SIDEWALL FRAMING ELEVATION AT LINE F
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A XED-001MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
