HomeMy WebLinkAbout05050050.19ROOF CURB�w /� CHANNEL
DECK--\ Tai" /
WHERE C6 CROSSES
JOIST OR BEAM
S \-�F"
PROVIDE STIFFENER L2x2xY4
EA SIDE OF JOIST TO BOTTOM
CHORD PANEL PT
SECTION A IV'
(JOISTS ONLY) 6' -0" MAX 0p
1 11
TYP.
TYP.
,Q ® Qj
C6111?
dD
GCORO\S.�c,
.� JOIST —�
CL
OPNG.
CL
MAY BE OS SEE PLAN MAY BE SEE PLAN
WELDED SHOP >7_; -12 WELDED pia 2 -12
I I
DECK ANGLE OR DECK ANGLE OR
- -- BENT PL CONT BENT PL CONT
HEADED STUDS (MIN THICKNESS = Y4 ")
0 36" OC
BEAM (MIN THICKNESS = 41s ") BEAM
CENTERLINE OF CENTERLINE OF �N�NG srl of PERIMETER ANGLE FOR
JOIST OR BEAM JOIST OR BEAM F cIV CONRETE SLAB (BEAM)
C600.5 - - - - L3 "x3 "xY4" 'I G NOTE: die 2 -12 SEE PLAN METAL I
1. MECH. CONTRACTOR SHALL PROVIDE FABRICATOR WITH
EXTEND CHANNELS TO NEXT SIZES AND LOCATIONS.
i 2. REFER TO ARCH DRAWINGS FOR LOCATION OF OPENINGS.
i JOIST IF REQ'D, DO NOT L
% 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12"
CANTILEVER MORE THAN �— DECK ANGLE OR
SQUARE, INCLUDING ROOF DRAIN PANS.
- -- BENT PL CONT
L3x3xY4 FRAME 4. PROVIDE CHANNEL FRAME FOR UNITS GREATER THAN 250lbs
AT DUCT OPNGS i FOR OPENINGS (MIN THICKNESS = Y4 )
MECHANICAL UNIT TYPICAL ROOF OPENING FRAMING /"-q� JOIST
_Lx i
JOIST PANEL POINT L------ - - - - -- - ------- - - - - -J SCALE: NTS
VARY w/ TYPE OF JST - - C600.5 - - - -
SEE PLAN FOR SIZE MECHANICAL CURB MUST BE
(JOISTS ONLY) FRAME PLAN SIDE NAN SPANNING TO
CHANNEL FRAMED ROOF OPENING r14
SCALE: NTS
JOIST
SECTION
SCALE: Y4"
DECK COVER PLATE
CRIPPLE- -
STUDS
16D AS SHOWN
® ® (2) 16D TOENAILS, EACH SIDE, EACH END
WOOD LINTEL
OPTIONS 16D NAILS 0 12" OC
ROUGH OPENING �-
KING STUDS
TRIMMER STUDS UNDER UNTEL
9
I
I
ROOF DECK
HSS 2Yix2YlxMl;
BEAM
RUN KING STUDS PAST LINTEL AS SHOWN
(2) 16D 0 12" OC - STAGGEERED BOTH SIDES
EXT WALL OPENINGS
SCALE: -Y4" = 1' -0"
2x4
NAIL DRIVEN
FROM THIS S
NAIL DRIVEN
FROM OTHER
NOTE:
ALL NAILS ARE 12d
TYPICAL BUILT —UP COLUMN TYPICAL BUILT —UP BEAM
TDWD -008
TYPICAL BUILT -UP MEMBERS
SCALE: NOT TO SCALE
12d NAILS
0 12" OC
6' -0" MIN. LAP
16d NAILS 0 6" O.C.
7---DOUBLE PLATES
WOOD -
STUDS
TDWD -006
TYP. DOUBLE TOP PLATE SPLICE
SCALE: ;Y4" = 1' -0"
TDW
12d NAILS
0 12" OC
PERIMETER ANGLE FOR
ROOF DECK (BEAM)
PLAN
DECK ANGLE OR
BENT PL CONT
(MIN THICKNESS = Y4")
PERIMETER ANGLE FOR PERIMETER ANGLE FOR
ROOF DECK (JOIST) ROOF DECK (JOIST)
TYPICAL PERIMETER ANGLE CONNECTION
SCALE: Y4" = 1' -0"
I�
TYPICAL AT TOP OF COLUMN
:>)
Y4
TYR
A I I
I
I
I I I
WT5x9.5 w/ (4) Y4"
A325SC BOLTS
o I I o
I I
I
(4) BOLTS
L (TYPICAL)
TOP AND BOTTOM
A
TYP. Y4
TYPICAL AT MIDDLE OF COLUMN
TYPICAL TUBE COLUMN MOMENT CONNECTION
r11 SCALE: �4"
S403 1 117—
I I
I Y4 "0 BOLT
COLUMN (4 TOTAL)
[BEAM
Y4" BRG STIFFENER
WEB) EEEEEEEEEASIDE OF 4'4 "0 BOLT
(4 TOTAL)
COLUMN CENTERLINE 25� 4" MIN
4'4 "0 BOLTS Ys" MAX
(TYP)
BEAM I BEAM
° I I
N" THICK
�
CAP PLATE (TYP) it l I it
I li I
TYP Y4 I
I I I �il l
pia MIN I
I 3 H" SHEAR TAB I
1 1 COLUMN
COLUMN
CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN)
TYPICAL STEEL BEAM CONNECTIONS/e-7
SCALE: -Y4" = 1' -0"
BEAM
.J
RET T&B TYP
L3x2xhx1' -0" (LLV) EA SIDE FOR 'LH' SEAT
L1 Y4x1 -Y4xY4x1' -0" EA SIDE FOR 'K' SEAT
GIRDER OR JOIST GIRDER
TYP M6 3 (SEE PLAN)
BEAM EXTENSION IF IDENTIFIED IN
SPECIFIC SECTIONS (NOTE 2)
BEAM 5" FOR 'LH' SEAT
TYP 2&" FOR 'K' SEAT
Mill 2 NOTES:
1. COPE BEAM TO GIRDER FLANGE.
u 2. TOP FLANGE AND SEAT ANGLES MAY
ALT: Y" A325 BOLTS TO BE EXTENDED AS CANTILEVER, SEE
SUPPORTING BEAM OR SPECIFIC SECTIONS.
GIRDER (SEE NOTE 3). `JL' 3. ANGLE SEAT MAY BE BOLTED TO
GIRDER, SEE SPECIFIC SECTIONS.
SECTION A
TYP JOIST SEAT ON BEAM END
SCALE: Y4" = 1' -0"
3' -0"
36/4 PATTERN
ALL SUPPORTS
NOTES:
1. ALL WELDS SHALL BE Ufa "O PUDDLE WELDS
2. USE (1) #10 TEK SCREW SIDELAP FASTENER PER SPAN.
TYPICAL METAL ROOF DECK FASTENER PATTERN
SCALE: �4" = 1' -0"
JOISTS TO BEAM CONNECTION DETAIL
SCALE: ZY4" = 1' -0"
ROOF TOP LOAD
2x4 BLOCKING
OVER JOISTS
JOIST
METAL DECK
(2) L2x2x4ie" FIELD WELD
TO JOIST CHORDS FROM
LOAD TO PANEL POINT
CHANGING LOAD
CONCENTRATED LOAD OVER 250 LBS.
TYPICAL JOIST REINFORCING
SCALE: Y4" = 1' -0"
0
An
a y� "
U-1
STL JOIST m
J\ (TYP) cc C-)
BEARING a
STIFFENER (TYP)
BENT PL 3 "x2 "x;ie" I
(4" LONG) TYP
1" (TYP) I
STL COLUMN I I
A. JOIST AT COLUMN
ROOF DECK
(TYP)
;01ST
TYP
STL BEAM
TYP
EXTENDED
BOTT CHORD (TYP)
TYP
CL BEARING AND
YP CL BEAM
RO
STLI.
(TYP)
)IST
z
0
(TYP) B. DOUBLE BEARING C. SINGLE BEARING
NOTES:
1 * SEE SA SPECS FOR JOIST TO BEAM WELD AND BOLTS SIZES REQUIRED
2 BOTTOM CHORDS CONNECTED TO COLUMN/BEAM AFTER ALL DEAD
LOADING IS IN PLACE
SLOPED JOIST BEARING ON STEEL
SCALE: NOT TO SCALE
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
\ \LO1NEY Mc
RE�C '•.tJ'i'
No.
MoCOMAS
ST C. M —ex* M. taBeW exams NA.
R Wt C�TAX
IM Sift= Cmw4 MM
110M ftwO
m�- Leo -OM "wxwoa"m.gen M7-582--OM .m
Developer:
P E D C 0 R
DEVELOPMENT CO.
Project:
UJ
0 N�t
m■
C)d
z CU
70
O w
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■- -i E
W s-
- U �
RRRRRRRR■ � U
C�
Issue Date Drawn By Checked By
02/28/05 nih JPJi
Revisions:
MEI Project Number:
24187
Sheet Title:
SECTIONS
BEAM AND DETAILS
Sheet Number:
z 6
S 1()Qj
ROUGH OPENING
LINTEL SIZE
LINTEL SIZE
TRIMMER (T) AND
SILL SIZE
KING STUDS (KS)
0 WINDOWS
o
UP TO 3' -0"
(2) - 2x6
(3) - 2x6
(1) T (1)KS
(1) - 2x6
O z 3'
-0" TO 5' -0"
(2) - 2x6
(3) - 2x6
(1) T (2)KS
(1) - 2x6
a
5-0" TO 7' -0"
(3) - 2x6
(3) - 2x8
(2) T (3)KS
(1) - 2x6
W m
7' -0" TO W -0"
(3) - 2x6
(3) - 2x8
(2) T (3)KS
(2) - 24
EXT WALL OPENINGS
SCALE: -Y4" = 1' -0"
2x4
NAIL DRIVEN
FROM THIS S
NAIL DRIVEN
FROM OTHER
NOTE:
ALL NAILS ARE 12d
TYPICAL BUILT —UP COLUMN TYPICAL BUILT —UP BEAM
TDWD -008
TYPICAL BUILT -UP MEMBERS
SCALE: NOT TO SCALE
12d NAILS
0 12" OC
6' -0" MIN. LAP
16d NAILS 0 6" O.C.
7---DOUBLE PLATES
WOOD -
STUDS
TDWD -006
TYP. DOUBLE TOP PLATE SPLICE
SCALE: ;Y4" = 1' -0"
TDW
12d NAILS
0 12" OC
PERIMETER ANGLE FOR
ROOF DECK (BEAM)
PLAN
DECK ANGLE OR
BENT PL CONT
(MIN THICKNESS = Y4")
PERIMETER ANGLE FOR PERIMETER ANGLE FOR
ROOF DECK (JOIST) ROOF DECK (JOIST)
TYPICAL PERIMETER ANGLE CONNECTION
SCALE: Y4" = 1' -0"
I�
TYPICAL AT TOP OF COLUMN
:>)
Y4
TYR
A I I
I
I
I I I
WT5x9.5 w/ (4) Y4"
A325SC BOLTS
o I I o
I I
I
(4) BOLTS
L (TYPICAL)
TOP AND BOTTOM
A
TYP. Y4
TYPICAL AT MIDDLE OF COLUMN
TYPICAL TUBE COLUMN MOMENT CONNECTION
r11 SCALE: �4"
S403 1 117—
I I
I Y4 "0 BOLT
COLUMN (4 TOTAL)
[BEAM
Y4" BRG STIFFENER
WEB) EEEEEEEEEASIDE OF 4'4 "0 BOLT
(4 TOTAL)
COLUMN CENTERLINE 25� 4" MIN
4'4 "0 BOLTS Ys" MAX
(TYP)
BEAM I BEAM
° I I
N" THICK
�
CAP PLATE (TYP) it l I it
I li I
TYP Y4 I
I I I �il l
pia MIN I
I 3 H" SHEAR TAB I
1 1 COLUMN
COLUMN
CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN)
TYPICAL STEEL BEAM CONNECTIONS/e-7
SCALE: -Y4" = 1' -0"
BEAM
.J
RET T&B TYP
L3x2xhx1' -0" (LLV) EA SIDE FOR 'LH' SEAT
L1 Y4x1 -Y4xY4x1' -0" EA SIDE FOR 'K' SEAT
GIRDER OR JOIST GIRDER
TYP M6 3 (SEE PLAN)
BEAM EXTENSION IF IDENTIFIED IN
SPECIFIC SECTIONS (NOTE 2)
BEAM 5" FOR 'LH' SEAT
TYP 2&" FOR 'K' SEAT
Mill 2 NOTES:
1. COPE BEAM TO GIRDER FLANGE.
u 2. TOP FLANGE AND SEAT ANGLES MAY
ALT: Y" A325 BOLTS TO BE EXTENDED AS CANTILEVER, SEE
SUPPORTING BEAM OR SPECIFIC SECTIONS.
GIRDER (SEE NOTE 3). `JL' 3. ANGLE SEAT MAY BE BOLTED TO
GIRDER, SEE SPECIFIC SECTIONS.
SECTION A
TYP JOIST SEAT ON BEAM END
SCALE: Y4" = 1' -0"
3' -0"
36/4 PATTERN
ALL SUPPORTS
NOTES:
1. ALL WELDS SHALL BE Ufa "O PUDDLE WELDS
2. USE (1) #10 TEK SCREW SIDELAP FASTENER PER SPAN.
TYPICAL METAL ROOF DECK FASTENER PATTERN
SCALE: �4" = 1' -0"
JOISTS TO BEAM CONNECTION DETAIL
SCALE: ZY4" = 1' -0"
ROOF TOP LOAD
2x4 BLOCKING
OVER JOISTS
JOIST
METAL DECK
(2) L2x2x4ie" FIELD WELD
TO JOIST CHORDS FROM
LOAD TO PANEL POINT
CHANGING LOAD
CONCENTRATED LOAD OVER 250 LBS.
TYPICAL JOIST REINFORCING
SCALE: Y4" = 1' -0"
0
An
a y� "
U-1
STL JOIST m
J\ (TYP) cc C-)
BEARING a
STIFFENER (TYP)
BENT PL 3 "x2 "x;ie" I
(4" LONG) TYP
1" (TYP) I
STL COLUMN I I
A. JOIST AT COLUMN
ROOF DECK
(TYP)
;01ST
TYP
STL BEAM
TYP
EXTENDED
BOTT CHORD (TYP)
TYP
CL BEARING AND
YP CL BEAM
RO
STLI.
(TYP)
)IST
z
0
(TYP) B. DOUBLE BEARING C. SINGLE BEARING
NOTES:
1 * SEE SA SPECS FOR JOIST TO BEAM WELD AND BOLTS SIZES REQUIRED
2 BOTTOM CHORDS CONNECTED TO COLUMN/BEAM AFTER ALL DEAD
LOADING IS IN PLACE
SLOPED JOIST BEARING ON STEEL
SCALE: NOT TO SCALE
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
\ \LO1NEY Mc
RE�C '•.tJ'i'
No.
MoCOMAS
ST C. M —ex* M. taBeW exams NA.
R Wt C�TAX
IM Sift= Cmw4 MM
110M ftwO
m�- Leo -OM "wxwoa"m.gen M7-582--OM .m
Developer:
P E D C 0 R
DEVELOPMENT CO.
Project:
UJ
0 N�t
m■
C)d
z CU
70
O w
z
■- -i E
W s-
- U �
RRRRRRRR■ � U
C�
Issue Date Drawn By Checked By
02/28/05 nih JPJi
Revisions:
MEI Project Number:
24187
Sheet Title:
SECTIONS
BEAM AND DETAILS
Sheet Number:
z 6
S 1()Qj