Team 5
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
ENGINEERING BUILDING EXPANSION
No.
Description
Date
SHEET INDEX
CIVIL
C101
C102
C103
C201
C202
C203
C301
ARCHITECTURAL
SITE REMOVAL PLAN
SITE LAYOUT PLAN
SITE LAYOUT DETAILS
SITE UTILITY RELOCATIONS
SANITARY SEWER AND PROFILE
STORM SEWER PLAN AND PROFILE
RAIN GARDEN PROFILE
A100
A101
A102
A103
A201
A202
A203
A204
SITE PLAN
FIRST FLOOR PLAN
MEZZANINE FLOOR PLAN
ROOF PLAN
NORTH ELEVATION
SOUTH ELEVATION
EAST ELEVATION
WEST ELEVATION
STRUCTURAL
S001
S101
S102
S103
S201
S202
S301
S401
S402
S501
S502
DESIGN LOADS AND GENERAL NOTES
FOUNDATION PLAN
MEZZANINE FRAMING PLAN
ROOF FRAMING PLAN
FOUNDATION DETAILS
FOUNDATION BASE PLATE DETAILS
FRAMING DETAILS
TRUSS PROFILES
TRUSS PROFILES
ROOF FRAMING DETAILS
ROOF FRAMING DETAILS
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
TITLE SHEET
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
TS
Scale
Team 5
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
No.
Description
Date
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
SITE PLAN
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
SITE PLAN
1
1/16" = 1'-0"
Checked By
A100
Scale
1/16" = 1'-0"
2
2
A201
A202
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
15' - 8"
50' - 0"
15' - 0"
5' - 0"
10' - 0"
10.5
Team 5
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
6' - 4"
20' - 0"
30' - 0"
10' - 0"
32' - 0"
10
9
90' - 0"
55' - 0"
24' - 0"
4' - 8"
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
6' - 0"
20' - 0"
SENIOR DESIGN
AREA
CHEMISTRY LAB
18' - 8"
8
15' - 0"
15' - 0"
15' - 0"
STORAGE WELDING
UP
10' - 0"
20' - 0"
STORAGE
METAL SHOP
10' - 0"
190' - 0"
20' - 0"
22' - 0"
6' - 4"
7
6
6' - 0"
19' - 0"
20' - 0"
2
A203
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
5
No.
15' - 0"
20' - 0"
10' - 0" 5' - 0"
2
A204
Description
Date
CLASSROOM
UP
3
20' - 0"
MEN
RESEARCH
ROOMS
RESEARCH
ROOMS
UP
20' - 0"
20' - 0"
25' - 0"
10' - 0"
SENIOR DESIGN
AREA
4
SOUND
CHAMBER
UNDERCLASSMEN PROJECT SPACE
VIBRATION
CHAMBER
WOOD
SHOP
WOMEN
3' - 7"
2
50' - 0"
3' - 7"
10' - 0"
CALVIN COLLEGE
20' - 0"
RESEARCH SPACE
ENGINEERING
BUILDING
EXPANSION
1
FIRST FLOOR
PLAN
30' - 0"
A.3
A.2
A.1
A
B
C
D
E
F
G
H
J
K
L
M
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
FIRST FLOOR PLAN
1
1" = 10'-0"
Checked By
A101
Scale
1" = 10'-0"
2
2
A201
A202
30' - 0"
10.5
Team 5
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
18' - 8"
20' - 0"
10
CLASSROOM
6' - 8"
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
20' - 0"
8
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
3' - 0"
CLASSROOM
80' - 0"
A203
25' - 0"
2
18' - 8"
20' - 0"
9
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
12' - 6"
OPEN TO BELOW
STORAGE
17' - 6"
20' - 0"
7
CLUB
OFFICE
6
20' - 0"
180' - 0"
10' - 0"
10' - 0"
MEZZANINE
DN
5
20' - 0"
DN
A204
OPEN TO BELOW
4
No.
POTENTIAL
OFFICES AND
MECHANICAL
2
OPEN TO BELOW
Description
Date
20' - 0"
DN
MECHANICAL
EXPANDED RESEARCH
AREA
20' - 0"
10' - 0"
3
OPEN TO BELOW
2' - 0"
26' - 0"
4' - 0"
26' - 0"
VIBRATION
CHAMBER
CONTROL
ROOM
2' - 0"
2
CALVIN COLLEGE
20' - 0"
OPEN TO BELOW
ENGINEERING
BUILDING
EXPANSION
1
A.3
A.2
A.1
A
B
C
D
E
F
G
H
J
K
L
MEZZANINE
FLOOR PLAN
M
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
MEZZANINE FLOOR PLAN
1
1" = 10'-0"
Checked By
A102
Scale
1" = 10'-0"
2
2
A201
A202
10.5
Team 5
10
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
9
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
2
A203
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
8
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
7
6
5
No.
Description
Date
2
A204
4
3
2
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
1
ROOF PLAN
A.3
A.2
A.1
A
B
C
D
E
F
G
H
J
K
L
M
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
ROOF FLOOR PLAN
1
1" = 10'-0"
Checked By
A103
Scale
1" = 10'-0"
10.5
10
9
2
A203
8
7
6
5
2
A204
Team 5
4
3
2
1
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
1
10.5
NORTH ELEVATION
1/8" = 1'-0"
10
9
2
A203
8
7
6
5
2
A204
4
3
2
1
No.
Description
Date
CALVIN COLLEGE
2
ENGINEERING
BUILDING
EXPANSION
NORTH SECTION
1/8" = 1'-0"
NORTH
ELEVATION
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
A201
Scale
1/8" = 1'-0"
Team 5
1
2
3
4
2
A204
5
6
7
8
2
A203
9
10
10.5
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
1
SOUTH ELEVATION
1/8" = 1'-0"
4
2
A204
5
6
7
8
2
A203
9
10
10.5
No.
Description
Date
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
2
SOUTH SECTION
1/8" = 1'-0"
SOUTH
ELEVATION
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
A202
Scale
1/8" = 1'-0"
Team 5
M
L
K
J
H
G
F
E
D
C
B
2
A
A202
A.1
2
A201
A.2
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
A.3
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
EAST ELEVATION
1" = 10'-0"
1
No.
M
L
K
J
H
G
F
E
D
C
B
A
2
A202
A.1
2
A201
A.2
Description
Date
A.3
CALVIN COLLEGE
2
ENGINEERING
BUILDING
EXPANSION
EAST SECTION
1" = 10'-0"
EAST ELEVATION
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
A203
Scale
1" = 10'-0"
Team 5
A.3
A.2
2
A201
A.1
2
A202
A
B
C
D
E
F
G
H
J
K
L
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
M
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
1
WEST ELEVATION
1" = 10'-0"
No.
2
A.3
A.2
A201
Description
Date
2
A.1
A202
A
B
C
D
E
F
G
H
J
K
L
M
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
WEST SECTION
2
1" = 10'-0"
WEST ELEVATION
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
A204
Scale
1" = 10'-0"
GENERAL NOTES
STRUCTURAL NOTES
1. ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES, REGULATIONS, ORDINANCES, AND CODES
APPLY THROUGHOUT THE PROJECT.
CONCRETE
STEEL
MASONRY
2. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 2009 MICHIGAN BUILDING CODE AND
ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
1. ALL CONCRETE HAS BEEN DESIGNED AND SHALL BE
BUILT IN ACCORDANCE TO ACI 318-05.
1. ALL STEEL HAS BEEN DESIGNED AND SHALL BE BUILT
IN ACCORDANCE WITH THE LATEST EDITION OF THE
AISC STEEL CONSTRUCTION MANUAL.
1. MASONRY SHEAR WALLS HAVE BEEN DESIGNED
ACCORDING TO ACI 2012.
3. FOUNDATION CRITERIA DESIGN PER EXISTING ENGINEERING BUILDING SOIL-BEARING CAPACITY.
2. ALL CONCRETE TO HAVE A 28-DAY COMPRESSIVE
STRENGTH OF 3000 psi.
4. THE FOLLOWING LOADS HAVE BEEN USED FOR DESIGN PURPOSES
A. BUILDING DESIGN CATEGORY
II
B. DEAD LOADS
ROOF
MEZZANINE
22 psf
100 psf
C. LIVE LOADS
ROOF
COMPUTER ROOM
HALLWAY
STAIRWAY
40 psf
100 psf
80 psf
100 psf
3. ALL REINFORCING STEEL BARS TO BE ASTM A615
GRADE 60. ALL REINFORCING TO BE PLACED IN
ACCORDANCE WITH ACI 318-05.
4. EARTH RETAINING WALLS SHALL NOT BE BACKFILLED
UNTIL CONCRETE HAS REACHED ITS 28-DAY
COMPRESSIVE STRENGTH.
2. ALL STEEL TO BE AS FOLLOWS UNLESS NOTED
OTHERWISE.
A. W-SHAPES
B. WT-SHAPES
C. HSS-TUBES
D. MISC. STEEL
ASTM A992 GRADE 50
ASTM A992 GRADE 50
ASTM A500 GRADE B
ASTM A36
3. ALL CONNECTIONS TO BE DESIGNED BY THE
FABRICATOR UNDER THE SUPERVISION OF A
PROFESSIONAL ENGINEER.
2. INTERIOR MASONRY BEARING WALLS HAVE BEEN
DESIGNED ACCORDING TO ACI 2001.
Team 5
3. ALL MASONRY TO HAVE MASONRY STRENGTH OF f'm =
2000 psi UNLESS OTHERWISE SPECIFIED.
4. ALL REINFORCING STEEL IN MASONRY WALLS SHALL BE
CENTERED IN THE WALL USING BAR POSITIONERS AT 48"
O.C.
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
5. ALL INTERIOR MASONRY WALLS SHALL USE #5 BAR AND
ALL EXTERIOR WALLS SHALL USE #6 BAR UNLESS NOTED
OTHERWISE.
4. ALL BOLTS SHALL BE TIGHTENED TO AISC SNUG TIGHT
CONDITIONS UNLESS NOTED OTHERWISE.
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
D. SNOW LOADS
GROUND SNOW LOAD [Pg]
SNOW EXPOSURE CATEGORY [Ce]
SNOW LOAD IMPORTANCE FACTOR [Is]
THERMAL FACTOR [Ct]
SLOPE ROOF FACTOR [Cs]
FLAT ROOF SNOW LOAD [Pu]
SNOW DRIFT LENGTH
SNOW DRIFT LOAD
35 psf
0.9
1.0
1.0
1.0
22.05 psf
11.55 ft
26.77 psf
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
E. WIND LOADS
BASIC WIND SPEED [V]
WIND IMPORTANCE FACTOR [Iw]
WIND EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT [CGpi]
COMPONENTS & CLADDING PRESSURE
WINDWARD
LEEWARD
WINDWARD
LEEWARD
WINDWARD
LEEWARD
WINDWARD
LEEWARD
WINDWARD
LEEWARD
[ZONE 1]
[ZONE 1]
[ZONE 2]
[ZONE 2]
[ZONE 3]
[ZONE 3]
[ZONE 4]
[ZONE 4]
[ZONE 5]
[ZONE 5]
MWFRS WIND PRESSURE
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
115 mph
1.0
B
+- 0.18
19.8 psf
19.8 psf
19.8 psf
19.8 psf
19.8 psf
19.8 psf
17.7 psf
17.7 psf
17.7 psf
17.7 psf
16.46 psf
F. SEISMIC LOADS
SEISMIC IMPORTANCE FACTOR [Ie]
MAPPED SPECTRAL RESPONSE COEFFICIENTS
SHORT PERIOD [Ss]
1 SECOND PERIOD [S1]
1.0
0.066g
0.046g
No.
SPECTRAL RESPONSE COEFFICIENTS
SHORT PERIOD [Sds]
1 SECOND PERIOD [Sd1]
RESPONSE MODIFICATION COEFFICIENT [R]
SEISMIC RESPONSE COEFFICIENT [Cs]
SITE CLASS
SEISMIC DESIGN CATEGORY
TOTAL DESIGN BASE SHEAR
ANALYSIS PROCEDURE
Description
Date
0.0704g
0.0736g
2
0.0352
D
B
17.2 kip
EQUIVALENT LATERAL FORCE PROCEDURE
5. DO NOT SCALE DRAWINGS.
6. IF THERE ARE ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND DESIGN DRAWINGS, PLEASE
NOTIFY THE ARCHITECT.
7. ALL INDICATED STRUCTURAL ELEVATIONS ARE BASED ON THE GROUND FLOOR FINISHED TOP
SURFACE ELEVATION OF 100'-0".
8. FRAMING CONDITIONS NOT SPECIFICALLY DETAILED OR INDICATED SHALL BE FRAMED SIMILAR TO
DETAILS SHOWN FOR THE RESPECTIVE MATERIAL OR CONDITION.
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
DESIGN LOADS AND
GENERAL NOTES
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
S001
Scale
T/FTG.
ELEV. = 97'-0"
T/WALL.
ELEV. = 100'-0"
W/FTG.
WIDTH = 2'-2"
10.5
Team 5
(9
7'
-0
")
T/FTG.
ELEV. = 97'-0"
T/WALL.
ELEV. = 100'-0"
W/FTG.
WIDTH = 2'-2"
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
F2
.5
(9
7'
-0
")
F5
.5
F2
.5
10
(9
7'
-0
")
T/WALL.
ELEV. = 100'-0"
T/FTG.
ELEV. = 99'-4"
5
F2
.5
(9
7'
-0
")
8
(9
7'
-0
")
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
F4
.5
(9
9'
-4
")
F4
.5
T/FTG.
ELEV. = 97'-0"
F4
.0
F5
.5
F2
.5
(9
7'
-0
")
(9
7'
-0
")
9
(9
9'
-4
")
S201
W/FTG.
WIDTH = 1'-8"
W/FTG.
WIDTH = 2'-2"
3
1
S201
S201
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
(9
7'
-0
")
F5
.0
(9
9'
-4
")
W/FTG.
WIDTH = 3'-2"
(9
7'
-0
")
W/FTG.
WIDTH = 1'-8"
F4
.0
(9
9'
-4
")
6
(9
9'
-4
")
F4
.0
F3
.5
(9
9'
-4
")
(9
9'
-4
")
F3
.5
(9
9'
-4
")
F3
.5
(9
9'
-4
")
F4
.0
F4
.0
(9
9'
-4
")
F4
.5
(9
9'
-4
")
F4
.0
(9
7'
-0
")
No.
Description
Date
(9
9'
-4
")
(9
9'
-4
")
F3
.0
F3
.0
(9
9'
-4
")
7
F4
.0
")
-4
9'
(9
(9
9'
-4
")
.0
F3
F5
.0
6" CONCRETE SLAB W/
FIBROUS REINFORCING
FIN. FLOOR ELEV. = 100'-0"
(9
9'
-4
")
F3
.5
S201
(9
9'
-4
")
2
F3
.5
4
F4
.0
(9
7'
-0
")
F4
.0
(9
7'
-0
")
F5
.5
F4
.0
(9
7'
-0
")
(9
7'
-0
")
F2
.5
(9
9'
-4
")
S201
(9
7'
-0
")
F5
.5
F4
.0
(9
7'
-0
")
(9
7'
-0
")
F2
.5
F2
.5
5
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
T/WALL
ELEV. = 100'-0"
F2
.5
6
T/FTG.
ELEV. = 97'-0"
W/FTG.
WIDTH = 1'-8"
(9
9'
-4
")
F5
.5
F2
.5
(9
7'
-0
")
(9
7'
-0
")
7
F5
.0
F4
.0
S201
T/WALL
ELEV. = 100'-0"
(9
9'
-4
")
4
T/FTG.
ELEV. = 99'-4"
F4
.0
6" CONCRETE SLAB W/
FIBROUS REINFORCING
FIN. FLOOR ELEV. = 100'-0"
F2
.5
(9
7'
-0
")
F5
.5
F2
.5
(9
7'
-0
")
(9
7'
-0
")
8
(9
9'
-4
")
S201
S201
3
6" CONCRETE SLAB W/
FIBROUS REINFORCING
FIN. FLOOR ELEV. = 100'-0"
.0
F3
")
-4
9'
(9
.0
F3
W/FTG.
WIDTH = 1'-8"
T/WALL
ELEV. = 100'-0"
T/FTG.
ELEV. = 99'-4"
")
-4
9'
(9
2
CALVIN COLLEGE
6" CONCRETE SLAB W/
FIBROUS REINFORCING
FIN. FLOOR ELEV. = 100'-0"
ENGINEERING
BUILDING
EXPANSION
1
A.3
A.2
A.1
A
B
C
D
E
F
G
H
J
K
L
FOUNDATION
PLAN
M
Project Number
2013.01
9/1/13
BLG
JPS
Date
Drawn By
FOUNDATION PLAN
1
1" = 10'-0"
Checked By
S101
Scale
1" = 10'-0"
3
S301
SS
10
BP
x0
-4
.1
88
H
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W14X22
W14X22
W14X22
W24X94
W8X10
W8X10
S301
W18X35
W8X10
1
W18X35
W8X10
W18X35
4" CONCRETE SLAB ON
1.5, 20 GA. VLR COMP. FLOOR DECK
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
4" CONCRETE SLAB ON
1.5, 20 GA. VLR COMP. FLOOR DECK
W8X10
W8X10
W10X12
W10X12
W8X10
W10X12
W10X12
H
SS
BP 10x
0.
-4
18
8
W10X22
BP
-1
H
W
10
x3
3
S
BP S9x
9x
-2
1/
8
W10X22
BP
-1
W
10
x3
3
S
BP S9x
9x
-2
1/
8
(2) HSS6.625x0.5 X BRACE
H
SS
BP 10x
0.
-4
18
8
H
SS
BP 10x
0.
-4
18
8
W8X10
W18X35
H
4
4
1/
4x
-3
4x
BP
SS
H
H
W14X22
W10X22
BP
-1
W
10
x3
3
S
BP S9x
9x
-2
1/
8
H
SS
BP 10x
0.
-4
18
8
SS
BP 10x
0.
-4
18
8
W8X10
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
4
1/
4x
-3
4x
BP
SS
H
W8X10
S301
SS
BP 10x
0.
-4
18
8
S301
W8X10
S301
H
2
W24X68
4
1/
4x
-3
4x
BP
SS
H
7
W8X10
W10X22
SS
BP 10x
0.
-4
18
8
H
W8X10
5
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
W8X10
4
1/
4x
-3
4x
BP
SS
H
8
H
SS
10
BP
x0
-4
.1
88
H
S
BP S9x
9x
-2
1/
8
(2) HSS6.625x0.5 X BRACE
H
SS
BP 10x
0.
-4
18
8
W8X10
W8X10
H
9
Team 5
W27X146
H
10
(2) HSS6.625x0.5 X BRACE
SS
10
BP
x0
-4
.1
88
(2) HSS6.625x0.5 X BRACE
10.5
W8X10
W18X46
W12X16
W10X12
W10X12
W10X12
W12X22
W10X12
W10X12
W10X12
W12X22
W10X12
W10X12
W10X12
No.
Date
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W14X22
10
x3
BP
3
-1
W14X22
W14X22
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W
W12X22
W12X19
W12X19
W12X19
W12X22
W10X12
W10X12
W10X12
W18X35
W
W12X22
3
W10X12
W18X35
10
x3
BP
3
-1
W12X22
W12X19
W12X16
W12X22
W8X10
Description
W12X22
W10X12
W14X22
W12X19
W21X44
H
S
BP S4x
4x
-3
1/
4
4
W12X22
H
H
H
H
W18X35
SS
4x
4x
1/
4
W18X35
SS
4x
4x
1/
4
W18X35
SS
4x
4x
1/
4
W8X10
W10X12
SS
4x
4x
1/
BP
4
-3
10
x3
BP
3
-1
W8X10
W10X12
16
x6
BP
7
-5
W8X10
4" CONCRETE SLAB ON
1.5, 20 GA. VLR COMP. FLOOR DECK
W10X12
16
x6
7
BP
-5
.
'-0" O.C
2@5
2
x
4
1
W
W
10
x3
3
BP
-1
W
W
W8X10
W8X10
W8X10
10
x3
BP
3
-1
W8X10
W8X10
W
S
BP S9x
9x
-2
1/
8
H
W8X10
H
H
S
S
BP S4x
BP S4x
4x
4x
-3
-3
1/
1/
4
4
SS
BP 10x
0.
-4
18
8
H
SS
BP 10x
0.
-4
18
8
H
5
W
H
SS
BP 10x
0.
-4
18
8
S
BP S9x
9x
-2
1/
8
(2) HSS6.625x0.5 X BRACE
W8X10
H
6
W14X22
W14X22
4" CONCRETE SLAB ON
1.5, 20 GA. VLR COMP. FLOOR DECK
W12X22
W14X22
W12X22
2
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
1
A.3
A.2
A.1
A
B
C
D
E
F
G
H
J
K
L
MEZZANINE
FRAMING PLAN
M
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
MEZZANINE FRAMING PLAN
1
1" = 10'-0"
Checked By
S102
Scale
1" = 10'-0"
10.5
4' - 0"
6' - 0"
CONT. BRG. BAR 1/4x6"
TRUSS PROFILE 2
10
Team 5
4' - 0"
W6X12
5
9
S501
S502
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
W16X57
TRUSS PROFILE 2
S501
8
4' - 0"
TYP.
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
TRU
SSE
S,
TRUSS PROFILE 2
S501
@1
0' - 0
" O.C
.
2
W16X57
TRUSS PROFILE 2
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
1
TRU
SS P
ROF
ILE 1
3", 20 GA. ACOUSTICAL ROOF DECK
TRUSS PROFILE 2
9
W16X57
TRUSS PROFILE 2
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
TRUSS PROFILE 2
7
6X
12
2' - 0"
2
S501
S502
S502
WT6X60
WT6X60
WT6X32.5
6
1
S502
NG
ISTI
W16X57
No.
Description
Date
W6X12
CONT. BRG. BAR 1/4x6"
W6X12
4' - 0"
X
S, E
SSE
TRU
.
" O.C
0' - 0
1
@
W12X19
CONT. BRG. BAR 1/4x6"
W12X19
9
W12X19
TRUSS PROFILE 5
W6X12
5
TRUSS PROFILE 6
C.J.
TRUSS PROFILE 2
W6X12
TRUSS PROFILE 4
W12X19
W16X57
TRUSS PROFILE 2
S502
S502
W12X19
S501
3
4
W6X12
S501
WT6X32.5
W12X19
7
TRUSS PROFILE 3
W12X19
3
W6X12
TRUSS PROFILE 2
6
W
S10x25.4 CRANE BEAM (CONT.)
W16X57
TRUSS PROFILE 2
6' - 0"
3", 20 GA. ACOUSTICAL ROOF DECK
W16X57
W16X57
W6X12
3
3", 20 GA. ACOUSTICAL ROOF DECK
3", 20 GA. ACOUSTICAL ROOF DECK
W16X57
4
3", 20 GA. ACOUSTICAL ROOF DECK
W12X19
X
S, E
SSE
TRU
NG
ISTI
W6X12
2
W6X12
W6X12
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W16X57
.
" O.C
0' - 0
1
@
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
W6X12
1
A.3
A.2
A.1
A
B
C
D
E
F
G
W6X12
3", 20 GA. ACOUSTICAL ROOF DECK
H
J
K
L
ROOF FRAMING
PLAN
M
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
ROOF FRAMING PLAN
1
1" = 10'-0"
Checked By
S103
Scale
1" = 10'-0"
#6x2'-8" @ 48" O.C.
COORD. W/ VERT. WALL REINF.
#6x2'-8" @ 48" O.C.
COORD. W/ VERT. WALL REINF.
FIN. FLOOR
ELEV = 100'-0"
FIN. FLOOR
ELEV = 100'-0"
FIN FLOOR
ELEV = 100'-0"
0' - 8"
Team 5
#5x16" @ 24" O.C.
#5x16" @ 24" O.C.
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
2 #5 CONT. T&B
2 #5 CONT. T&B
1' - 0"
2 #5 CONT.
BOND BEAM
#4 @ 9" O.C.
W/ 180 Hook
2 #5
0' - 6"
0' - 8"
3 #5
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
0' - 6"
1' - 8"
INTERIOR FOUNDATION DETAIL 1'-8"
3
1 1/2" = 1'-0"
EXTERIOR FOUNDATION DETAIL 2'-2"
2
1" = 1'-0"
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
EXTERIOR FOUNDATION DETAIL 3'-2"
1
1" = 1'-0"
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
FIN. FLOOR
ELEV = 100'-0"
BP-1
FIN. FLOOR
ELEV = 100'-0"
FIN. FLOOR
ELEV = 100'-0"
BP-1
0' - 8"
0' - 8"
0' - 8"
CONC. PIER SEE PLAN
BP-4
4 #5 E.W.
W/ 180 HOOK
1' - 0"
6 #3 E.W.
W/ 180 HOOK
No.
4' - 0"
COLUMN FOOTING DETAIL (F4.5)
1 1/2" = 1'-0"
5
Date
2' - 6"
4' - 6"
COLUMN FOOTING DETAIL (F4.0)
1 1/2" = 1'-0"
4
COLUMN FOOTING DETAIL (F2.5)
1 1/2" = 1'-0"
CALVIN COLLEGE
BP-2
0' - 8"
0' - 8"
CONC. PIER SEE PLAN
7 #5 E.W.
W/ 180 HOOK
FOUNDATION
DETAILS
5 #5 E.W.
W/ 180 HOOK
1' - 0"
0' - 3"
0' - 3"
ENGINEERING
BUILDING
EXPANSION
FIN. FLOOR
ELEV. = 100'-0"
BP-1
FIN. FLOOR
ELEV. = 100'-0"
1' - 0"
6
Description
0' - 3"
0' - 3"
0' - 3"
1' - 0"
1' - 0"
4 #5 E.W.
W/ 180 HOOK
Project Number
2013.01
9/1/13
BLG
JPS
Date
5' - 0"
5' - 6"
Drawn By
Checked By
8
COLUMN FOOTING DETAIL (F5.5)
1 1/2" = 1'-0"
7
S201
COLUMN FOOTING DETAIL (F5.0)
1 1/2" = 1'-0"
Scale
As indicated
8"
7 1/2"
7 1/2"
1 1/2"
5"
1 1/2"
6"
1 1/2"
1 1/2"
6"
6 1/2"
8"
7 1/2"
1 1/2"
3 1/2"
Team 5
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
6 1/2"
6"
8"
7 1/2"
1 1/2"
3 1/2"
1 1/2"
BASE PLATE:
PL 10"x10"x3/4"
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
1 1/2"
5"
5"
6 1/2"
1 1/2"
3 1/2"
6"
1 1/2"
3 1/2"
6 1/2"
5"
1 1/2"
1 1/2"
8"
BASE PLATE:
PL 15"x15"x1/2"
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
BASE PLATE BP-1
1
3" = 1'-0"
11"
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
11"
8"
9 1/2"
9 1/2"
8"
1 1/2"
1 1/2"
6 1/2"
6 1/2"
1 1/2"
6 1/2"
6 1/2"
No.
Description
Date
1 1/2"
9 1/2"
8"
8"
9 1/2"
1 1/2"
1 1/2"
1 1/2"
11"
BASE PLATE:
PL 16"x16"x1/4"
1 1/2"
BASE PLATE BP-3
3" = 1'-0"
11"
3
BASE PLATE BP-2
2
3" = 1'-0"
BASE PLATE:
PL 16"x16"x1/2"
5
BASE PLATE BP-5
3" = 1'-0"
BASE PLATE:
PL 22"x22"x1/2"
4
BASE PLATE BP-4
3" = 1'-0"
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
FOUNDATION BASE
PLATE DETAILS
Project Number
2013.01
9/1/13
BLG
JPS
Date
Drawn By
Checked By
S202
Scale
3" = 1'-0"
REFER TO FRAMING PLAN FOR
BEAM SIZE AND ELEVATION
LINTEL BEAM FOR
ROOF SUPPORT
6
S301
FIN. FLOOR
ELEV. = 115'-0"
0' - 5 1/4"
2" COMP. DECKING
Team 5
PL3/8x7
REFER TO FRAMING PLAN
FOR LENGTH
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
DOUBLE ANGLE CONNECTION
1/2" DIA. x 6" STUDS
2#5 CONT. BOND BEAM
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
GROUT SOLID TO
BOND BEAM
CROSS BRACE TO COLUMN DETAIL
3
1 1/2" = 1'-0"
BEAM TO WALL DETAIL
2
1 1/2" = 1'-0"
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
BEAM TO BEAM DETAIL
1
1 1/2" = 1'-0"
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
TRUSS NOT SHOWN ON
DETAIL FOR CLARITY
SLOT PL THROUGH
BOTH SIDES OF BEAMS
0' - 7"
FIN. FLOOR
ELEV. = 115'-0"
2" COMP. DECKING
3/16
3" @ 12" O.C.
0' - 6"
0' - 5 1/4"
0' - 6"
1/4" BENT PL
10"x9-1/4"
1/4 PL END CAP TYP.
No.
4
FLOOR BEAM TO COLUMN DETAIL
1 1/2" = 1'-0"
NORTH CROSS BRACE TO COLUMN
DETAIL
5
1" = 1'-0"
6
Description
Date
CROSS BRACE TO COLUMN DETAIL 2
1 1/2" = 1'-0"
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
FRAMING DETAILS
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
S301
Scale
As indicated
5' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
4' - 0"
(+1
8.9
k)
(-2
3.
8k
)
(-1
8.9
k)
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
(+4.0k) (-4.0k)
DL
3-1
/2x
3x
1/4
DL3-1/2x3x1/4
DL3-1/2x3x1/4
(-10.2k)
DL3-1/2x3x1/4
(+15.8k)
(-10.3k)
Team 5
(+
23
.8
k)
(+10.2k)
(-15.8k)
(+10.3k)
DL3-1/2x3x1/4
DL
31/2
x3
x1
/4
k)
(-1
.3
(+9.4k)
(-23.6k)
DL3-1/2x3x1/4
(+23.6k)
(-4
4.
1k
DL3-1/2x3x1/4
)
DL
31/
2x
3x
1/
4
(+
44
.1
k)
k)
.2
8
2
(+
WT6
x32.
5
D
L3
-1
/2
x3
x1
/4
k)
6.8
(-2
WT6x32.5
5' - 0"
13' - 3"
D
/4
x1
3
2x
1/
L3
/4
x1
x3
1/2
3DL
k)
.2
8
(-2
(-9.4k)
.5
x32
WT6
)
.8k
26
(+
(+
1.
3k
)
6
S501
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
WT6x32.5
8
S501
TRUSS PROFILE 1
1
3/8" = 1'-0"
1
S501
8
S502
7
S502
A.225
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
B
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
10' - 0"
5' - 0"
k)
.5
6
(+
/4
x1
3
2x
1/
L3
WT6x32.5
D
(+3.4k)
2L3-1/2x3x1/4
(-3.4k)
x32.5
WT6
5' - 0"
4' - 0"
k)
.5
-( 6
No.
Description
Date
WT6x32.5
2
S501
3
S501
A.3
TRUSS PROFILE 2
3/4" = 1'-0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
CALVIN COLLEGE
k)
0.9
(-1
(+
4.
6k
)
5' - 0"
(-10.2k)
2
A.225
ENGINEERING
BUILDING
EXPANSION
k)
3' - 3 5/8"
(-4
5.1
WT6x32.5
(+8.9k)
DL3-1/2x3x1/4
(-3
.5
k)
TRUSS PROFILES
(+4
5.1
k)
DL
3-1
/2x
3x
1/4
(-8.9k)
(-3.0k)
DL3-1/2x3x1/4
(+
3.
5k
)
D
L3
-1
/2
x3
x1
/4
(+3.0k)
DL3-1/2x3x1/4
WT6x32.5
(+10.2k)
(-4
.6
k)
(+6.8k)
DL3-1/2x3x1/4
(-19.6k)
(+19.6k)
(-3
7.6
k)
DL3-1/2x3x1/4
1/
4
DL
31/2
x3
x
(+
37
.6k
)
k)
.5
2
2
(+
)
.9k
10
(+
WT6x32.5
5' - 0"
/4
x1
3
2x
1/
L3
D
4
1/
13' - 3"
DL
31/
2x
3x
1/4
WT6
x32.
5
3x
2x
1/
3DL
k)
.5
2
(-2
(-6.8k)
.5
x32
WT6
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
8
S501
3
TRUSS PROFILE 3
3/8" = 1'-0"
A.225
3
S502
S401
B.5
Scale
As indicated
10' - 0"
10' - 0"
Team 5
0.
4k
)
D
L3
-1
/2
x3
x
1/
4
(+9.6k)
(+
30
.4
k)
WT6x32.5
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
8
S501
5
S502
A.225
10' - 0"
10' - 0"
10' - 0"
5' - 0"
(+10.4k)
D
L3
-1
/2
x3
x1
/4
6' - 8"
(-5.1k)
DL3-1/2x3x1/4
(+5.4k)
(-2
0.
8k
)
WT6x32.5
10' - 0"
WT6x32.5
13' - 4"
WT6x32.5
(+
23
.7
k)
WT6x32.5
k)
.7
(-0
(+5.4k)
(+16.9k)
DL3-1/2x3x1/4
DL3-1/2x3x1/4
(-16.9k)
3' - 4"
WT6x32.5
10' - 0"
4
1/
3x
2x
1/
3DL
WT6x32.5
k)
9.1
(-2
)
5k
2.
3
(-
/4
3x1
/2x
3-1
DL
k)
9.2
3
(+
k)
9.1
(+2
3DL
1/4
3x
x
1/2
/4
x1
3
x
/2
-1
3
L
D
DL
31/
2x
31/2
x3
/8
k)
.5
2
3
(+
.5
x32
WT6
k)
(-10.4k)
WT6
x32.
5
WT6
x32
.5
)
7k
0.
(+
(-2
3.7
k)
5
x32.
WT6
9.2
(-3
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
10' - 0"
(+5.1k)
10' - 0"
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
A
DL3-1/2x3x1/4
TRUSS PROFILE 4
1
3/8" = 1'-0"
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
6' - 0 5/8"
WT6x32.5
DL3-1/2x3x1/4
(+10.2k)
(-8
.4
k)
(+3.8k)
(-9.6k)
DL3-1/2x3x1/4
DL
31/
2x
3x
1/4
DL3-1/2x3x1/4
(-15.3k)
(+15.3k)
(-3
0.5
k)
DL3-1/2x3x1/4
1/
4
DL
31/2
x3
x
(+
30
.5k
)
)
9k
4.
(+
WT6x32.5
(-3
4
1/
k)
.3
6
1
(+
3x
2x
1/
3DL
5' - 0"
(-3.8k)
WT
6x3
2.5
k)
.3
6
(-1
/4
x1
3
x
/2
-1
3
L
D
10' - 0"
k)
.9
(-4
5
x32.
WT6
(-10.2k)
10' - 0"
(+
8.
4k
)
5' - 0"
No.
(+
20
Description
Date
.8
k)
5
S502
4.25
9
S501
5.5
A.15
3
TRUSS PROFILE 6
3/8" = 1'-0"
2
6
S502
A
TRUSS PROFILE 5
3/8" = 1'-0"
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
TRUSS PROFILES
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
S402
Scale
3/8" = 1'-0"
PL EACH SIDE OF
TRUSS @ HEEL
12
12
4
MC12x10.6 CONT.
4
4
S501
L4x3-3/8x12 W/ FIELD
WELD AFTER FINAL
ADJUSTMENTS
4' - 0"
MC12x10.6 CONT.
Team 5
L4x3-3/8x12 W/ FIELD WELD
AFTER FINAL ADJUSTMENTS
PL3/4x12x15
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
EXTEND TOP CHORD TO
FORM ROOF OVERHANG
1/2" DIA. x 6" STUDS
60SJ19 STUDS
2 #5 CONT.
BOND BEAM
EXTEND TOP CHORD TO
FORM ROOF OVERHANG
4' - 0"
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
GROUT SOLID TO
BOND BEAM
TRUSS TO COLUMN DETAIL
3
1" = 1'-0"
TRUSS TO BEAM DETAIL
2
1 1/2" = 1'-0"
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
EAVE DETAIL
1
1 1/2" = 1'-0"
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
12
4
HSS4x2x1/4 @ EACH
TRUSS LOCATION
W8x10
BASEPLATE WELDED ALL
AROUND TO TRUSS TOP
CHORD
12
4
No.
6
CLERESTORY DETAIL
1" = 1'-0"
5
EXTERIOR TRUSS TO COLUMN DETAIL
1" = 1'-0"
4
Description
Date
TRUSS TO COLUMN DETAIL 2
1 1/2" = 1'-0"
CALVIN COLLEGE
ENGINEERING
BUILDING
EXPANSION
PL3/4x12x12"
ROOF FRAMING
DETAILS
1/2 DIA. x 6" STUDS
HSS6.625x0.5 NOT SHOWN IN
DETAIL FOR CLARITY
PL3/4x22x12 SLOT THROUGH
COLUMN BOTH SIDES
2 #5 CONT. BOND BEAM
Project Number
2013.01
9/1/13
JPS
BLG
8
S501
GROUT SOLID TO
BOND BEAM
Date
Drawn By
Checked By
9
TRUSS TO WALL DETAIL
1 1/2" = 1'-0"
8
BEAM TO COLUMN DETAIL 2
1" = 1'-0"
7
S501
BEAM TO COLUMN DETAIL
1" = 1'-0"
Scale
As indicated
12
4
12
4
1/2" BENT PL
Team 5
1/2" BENT PL
12
12
4
4
Joel P. Smit
Kappa 6
3201 Burton St. SE
Grand Rapids, MI 49546
1/2" DIA x 6" STUD
Bethany L. Goodrich
3201 Burton St. SE
Grand Rapids, MI 49546
TRUSS 3 TO COLUMN DETAIL
3
1 1/2" = 1'-0"
ROOF BEAM TO BEAM DETAIL
2
1 1/2" = 1'-0"
Mitchell R. Feria
Beta 7
3201 Burton St. SE
Grand Rapids, MI 49546
ROOF BEAM TO WALL DETAIL
1
1 1/2" = 1'-0"
Kendra J. Altena
Apt. 303
3308 South Creek Dr SE
Kentwood, MI 49512
30-FOOT TRUSS NOT
SHOWN IN DETAIL FOR
CLARITY
No.
Description
Date
5
S502
6
TRUSS 5 TO TRUSS 6 DETAIL
3" = 1'-0"
5
TRUSS 4 AND 6 TO COLUMN DETAIL 2
1 1/2" = 1'-0"
4
TRUSS 4 AND 6 TO COLUMN DETAIL
3" = 1'-0"
CALVIN COLLEGE
PL W/ SHEAR
CONNECTOR WELDED
TO ROOF BEAM
ENGINEERING
BUILDING
EXPANSION
12
4
0' - 4"
0' - 4"
0' - 4"
GUSSET PL TYP. ALL JOINTS
ROOF FRAMING
DETAILS
0' - 4"
4' - 0"
0' - 4"
0' - 4"
GUSSET PL TYP.
Project Number
2013.01
9/1/13
JPS
BLG
Date
Drawn By
Checked By
9
EXTERIOR BEAM TO WALL DETAIL
1" = 1'-0"
8
CHORD TO WEB DETAIL 2
1 1/2" = 1'-0"
7
S502
CHORD TO WEB DETAIL
1 1/2" = 1'-0"
Scale
As indicated