HomeMy WebLinkAboutS404 121103.pdfSLOTTED TRACK FOR DEFLECTION
CFS FRAMING
1" GAP
BEAM
DECK
T/STL
+(SEE PLAN)
FASTENER @ 16" OC,
FULL HEIGHT OF WALL
(TYP)
CFS STUD (TYP)
CORNER FRAMING WALL INTERSECTION FRAMING
CFS STUD (TYP)
FASTENER @ 16" OC,
FULL HEIGHT OF WALL
(TYP)
BUC @ EACH
DLT JOINT
DLT TERMINATION DLT #10 SELF TAPPING SCREWS EACH SIDE
CFS
STUD
S
ATTACH BUC TOGETHER USING (2) #10
SELF-TAPPING SCREWS @ 12" OC1" GAP (MAX)
VERTICAL FACE ATTACHMENTS
PLAN VIEW
TYPICAL CFS
STUD
CFS CLIP w/ (2) #10-16 SCREWS TO
STUD, ATTACH TO VERTICAL FACE OF
STEEL w/ (2) 1/4" TEK OR (2) D.177Ø PAFs
(MIN)
CONT ANGLE OR VERTICAL
FACE OF GIRT, CHANNEL TUB,
ETC. 3" MIN VERTICAL FACE
PLAN VIEW
TOP FLANGE SURFACE ATTACHMENTS
STEEL BEAM, CHANNEL,
TUBE, ETC, SEE PLAN
TYPICAL STUD EXTENDED CFS CLIP w/ (3) #10-16
SCREWS TO STUD. ATTACH TO STL w/
(2) 1/4" TEK OR (20) 0.177"Ø PAFs (MIN)
3 " M I N
TYPICAL CFS
STUD
STEEL BEAM, CHANNEL,
TUBE, ETC, SEE PLAN
CFS CLIP FASTENED TO
STRUCTURE w/ (2) #10 TEK OR (2)
0.177"Ø PAFs (MIN)
D
SEE ARCH DRAWINGS FOR
ADDITIONAL PARAPET INFO
T/PARAPET
+(SEE ARCH)
BEAM
JOIST
DECK
SHEATHING
L3x3x1/4xCONT
EXT FINISH - SEE ARCH
SHEATHING
SHEATHING
CFS FRAMING - SEE ARCH
CFS CLIP
T/STL +20' - 6"
SEE ARCH
PLAN
SEE
S403
8
E
BEAM
STOREFRONT - SEE ARCH
T/STL +14' - 2 1/2"
AWNING - SEE ARCH
6"
L
HSS COLUMN
HSS COLUMN
SEAT PLATE
(HSS WIDTH - 1")
ELEVATION
SECTION A
A
STIFFENER
PLATE
PLATE
THICKNESS
HSS
WALL
1/4"3/8"
5/16"1/2"
3/8"1/2"
1/2"3/4"
5/8"3/4"
NOTE:
1. Seat plate thickness to
match.6"
3/4"x(HSS WIDTH - 1")
BACKING PLATE
3/4"x(HSS WIDTH - 1")
BACKING PLATE
6"
JOIST GIRDER SEAT PLATE CAPACITY
WELD
W
HSS
WALL
LENGTH - L HSS8, HSS10, HSS12 (ASD CAPACITIES)
6"15k
8"21k
10"27k
12"33k
NOTE:
1. Seat plate thickness to match.
2. Verify joist girder width is compatible with seat plate width.
3. Provide backing plate if indicated reaction exceeds capacity table.
1/4"
1/4"
5/16"
5/16"
5/16"
3/8"
5/16"
1/2"
5/16"
5/8"
14"40k
LENGTH - L HSS10, HSS12 (ASD CAPACITIES)
18"
20"
16"
LENGTH - L HSS12 (ASD CAPACITIES)
22"
24"
47k
56k
66k
76k
89k
19k
34k
42k
51k
62k
74k
88k
103k
120k
139k
19k
34k
50k
62k
75k
89k
105k
123k
144k
166k
19k
34k
51k
70k
91k
114k
137k
161k
185k
209k
19k
34k
51k
70k
91k
114k
137k
161k
185k
-
5/16
IF BACKING
PL REQ'D
W
W
W
W
W
3/4" STABILIZER PLATE
COLUMN
BOLT GIRDER TO CAP PLATE JOIST
BOLT JOIST TO ANGLE @ COL
DO NOT WELD
3/4" STABILIZER PLATE
JOIST GIRDER JOIST GIRDER DECK
JOIST
JOIST
JOIST GIRDER
BOTTOM CHORD (BCB)
BRACING AS REQ'D BY
GIRDER MANUFACTURER
WELD
(TYP)
1/82
DECK
JOIST
BEAM
1/82
JOIST
DE
1' - 4 3/4"
T/STL +14' - 2 1/2"
COLUMN
BEAM
(2) 3/4" A325 BOLTS
PL 3/8"x
19"
5"x 0'-11"
1717 East 116th Street, Suite 200
Carmel, Indiana 46032
Structural Engineers
317-580-0402
www.mccomaseng.com McCOMAS
ENGINEERING
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S404S404S404S404
SCALE:S404 1 1/2" = 1'-0"
1TYP CFS TOP SLIP CONNECTION
SCALE:S404 3" = 1'-0"
2INTERSECTION PLAN DETAILS
SCALE:S404 3/4" = 1'-0"
3TYP TOP PLATE SPLICE
SCALE:S404 3/4" = 1'-0"
5TYP CFS SLIDE CLIPSSCALE:S404 3/4" = 1'-0"
10SECTION
SCALE: NTS S404
7JOIST GIRDER BRG CAPACITY
SCALE:S404 3/4" = 1'-0"
6JST GIRDER TO COLUMN DETAIL SCALE:S404 3/4" = 1'-0"
4JSTS TO JST GIRDER CONN DETAIL
SCALE:S404 3/4" = 1'-0"
8JSTS TO BEAM CONN DETAIL
SCALE:S404 1" = 1'-0"
9SECTION