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P NOTES. EXISTING ')'TEEL JOIST
1. THIS DETAIL APPLIES TO TOP OR BOTTOM CHORD SUPPORTED CONCENTRATED LOADS THAT
OCCUR MORE THAN 4" FROM PANEL POINT,
2. FIELD WELD CONNECTIONS FOR NEW WEB MEMBERS IN ACCORDANCE WITH SJI SPECIFICATIONS.
3. SIMILAR DETAIL SHALL BE USED FOR BOTTOM CHORD SUPPORTED CONCENTRATED LOADS.
ANGLES SHALL EXTEND TO TOP CHORD PANEL POINT.
4. PROVIDE C6x8.2 BELOW CURB WHERE MECHANICAL UNIT WEIGHT IS GREATER I -HAN 2500 LBS.
TYPICAL JOIST AND DECK REINFORCEMENT A
NO SCALE
22" MIN.>-
4
TOP CHORD OF
JOIST SUPPORTING
STEEL ROOF DECK
4" MIN.
1 Z" MAX.
L5x5x s
ANGLE FRAME —
SECTION Z
6' -8" MAXIMUM SPAN
3q" MIN.
12" MAX.
2'/2 " MIN. i
4
I
TOP CHORD OF
JOIST SUPPORTING ANGLE FRAME
STEEL ROOF DECK
ROOF FRAME E
FOR USE WHEN UNIT WEIGHT EXCEEDS 2500 POUNDS
SECTION Z
OPENING
3
16
�Z� �►
— - C _
6' -8" MAXIMUM SPAN
JOISTS SUPPORTING
STEEL ROOF DECK-
L3/'2 x 32 x 3/$
(TYPICAL)
OPENING
PROVIDE ANGLE FRAME AS
SHOWN FOR OPENINGS 12"
SQUARE OR LARGER.
VERIFY SIZE AND LOCATION
OF OPENINGS WITH THE
MECHANICAL CONTRACTOR.
I
I
TYPICAL ROOF FRAME B
NO SCALE
Q
w�
Q s' C)�
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CO of I
,n :2 ,� CD n
X J (J7
a
cwn c
a
PROVIDE CROSS BRACING
AT EACH CORNER OF ROOF
TOP UNITS
SEE PLUMBING DRAWINGS FOR
L3x3x4" FRAME LOCATION AND SIZE OF ROOF
TO SUPPORT DRAIN TO AND OVERFLOW DRAIN
I D0� I
TYPICAL ROOF DRAIN SUPPORT
NO SCALE
40' -0" 40' -0"
I
I I� ' I�
JOIST BRG. 4" x 4" PLATE
SEE PLAN 3
i6 JOIST BRG.
SEE PLAN JOIST BRG.
------------------------ - - - - -- ------------------------- - - - - -- - - -- SEE PLAN
------------------
---------------------- - - - - -- - -- - - - - - -- III _ - - - - - - - - - - - -
------ - - - - -- I
III ------------------
I I I I - - --
I
I I
1'/," DIA. ROD 1 4" DIA. ROD I t
I - AN AND TURNBUCKLE
D TURNBUCKLE
III COLUMN
PER PLAN I \
I I
I I
COLUMN ���� / 26k i �+\�� 26k i I COLUMN
i PER PLAN 2`° �� �T� III L �� �TJ I I PER PLAN
I I III I I
FINISH[:D FLOOR PER PLAN
I I
TYPICAL BRACED BAY ELEVATION
3 16 - , - 1' -0„
40' -0"
4" x 4" PLATE
-JOIST BRG.
SEE PLAN
1110** INI
STEEL
PROVIDL LLVLL JVlll MUL
12 ", 20 GAGE WIDE
RIBrrrri nnnr nrnii
AT PAN
POINTS
OF JOIS
SECTION X
SECTION Y
WHERE C6
CROSSES JOIST
MECHANICAL UNIT
I i
I fn
C6x8.2
C OMISIN
IN
cn n cn
0 0 0
I I I
MECHANICAL UNIT CURB MUST
BE CAPABLE OF SPANNING TO
C6 CHANNELS (OR PROVIDE
ADDITIONAL CHANNELS TO DO SO)
JOIST PANEL POINTS VARY WITH TYPE
OF JOIST - SEE PLAN FOR SIZE
TYPICAL ROOF PLAN
TYPICAL SUPPORT FOR ROOFTOP MECHANICAL UNIT
FOR USE WHEN UNIT WEIGHT EXCEEDS 2500 POUNDS
— I I
III
JOIST BRG.
SEE PLAN
40' -0"
Y
,I
TYPICAL BRACED BAY ELEVATION
1/16" - . - 1' -0„
1 D vAi
uke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: (317) 808 -6000
Fax: (317) 808 -6797
v y
Z Q) CO
JOISTS SUPPORTING 1
y C
1
STI =EL ROOF DECK
PC
MW
c Q
Q
OPENING I
I)
L31 3' II III o
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IIII)
x x
2 2 8 II III
z
III II
luu
I
(TYPICAL)
upl�l
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o
_
III II
_
_ _ -____
� II III
�
316
III II
I I illll
¢ ��
Z I
II it
\ II III
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OPENING n u I
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=D L I
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/ I II III
n
x r7 vn
I
II III
Q �-
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II III
U) -<
II III
=�
I IILII
I III II
i
_
II III o
PROVIDE ANGLE FRAME AS II III
z
SHOWN FOR OPENINGS 12" II ° `N
II
a
I
SQUARE OR LARGER. II
I
VERIFY SIZE AND LOCATION
W
OF OPENINGS WITH THE
PROVIDE CROSS BRACING
uQ
QO
MECHANICAL CONTRACTOR.
AT EACH CORNER OF ROOF
TOP UNITS
ROOF FRAME E
FOR USE WHEN UNIT WEIGHT EXCEEDS 2500 POUNDS
SECTION Z
OPENING
3
16
�Z� �►
— - C _
6' -8" MAXIMUM SPAN
JOISTS SUPPORTING
STEEL ROOF DECK-
L3/'2 x 32 x 3/$
(TYPICAL)
OPENING
PROVIDE ANGLE FRAME AS
SHOWN FOR OPENINGS 12"
SQUARE OR LARGER.
VERIFY SIZE AND LOCATION
OF OPENINGS WITH THE
MECHANICAL CONTRACTOR.
I
I
TYPICAL ROOF FRAME B
NO SCALE
Q
w�
Q s' C)�
a
O �x W c)
CO of I
,n :2 ,� CD n
X J (J7
a
cwn c
a
PROVIDE CROSS BRACING
AT EACH CORNER OF ROOF
TOP UNITS
SEE PLUMBING DRAWINGS FOR
L3x3x4" FRAME LOCATION AND SIZE OF ROOF
TO SUPPORT DRAIN TO AND OVERFLOW DRAIN
I D0� I
TYPICAL ROOF DRAIN SUPPORT
NO SCALE
40' -0" 40' -0"
I
I I� ' I�
JOIST BRG. 4" x 4" PLATE
SEE PLAN 3
i6 JOIST BRG.
SEE PLAN JOIST BRG.
------------------------ - - - - -- ------------------------- - - - - -- - - -- SEE PLAN
------------------
---------------------- - - - - -- - -- - - - - - -- III _ - - - - - - - - - - - -
------ - - - - -- I
III ------------------
I I I I - - --
I
I I
1'/," DIA. ROD 1 4" DIA. ROD I t
I - AN AND TURNBUCKLE
D TURNBUCKLE
III COLUMN
PER PLAN I \
I I
I I
COLUMN ���� / 26k i �+\�� 26k i I COLUMN
i PER PLAN 2`° �� �T� III L �� �TJ I I PER PLAN
I I III I I
FINISH[:D FLOOR PER PLAN
I I
TYPICAL BRACED BAY ELEVATION
3 16 - , - 1' -0„
40' -0"
4" x 4" PLATE
-JOIST BRG.
SEE PLAN
1110** INI
STEEL
PROVIDL LLVLL JVlll MUL
12 ", 20 GAGE WIDE
RIBrrrri nnnr nrnii
AT PAN
POINTS
OF JOIS
SECTION X
SECTION Y
WHERE C6
CROSSES JOIST
MECHANICAL UNIT
I i
I fn
C6x8.2
C OMISIN
IN
cn n cn
0 0 0
I I I
MECHANICAL UNIT CURB MUST
BE CAPABLE OF SPANNING TO
C6 CHANNELS (OR PROVIDE
ADDITIONAL CHANNELS TO DO SO)
JOIST PANEL POINTS VARY WITH TYPE
OF JOIST - SEE PLAN FOR SIZE
TYPICAL ROOF PLAN
TYPICAL SUPPORT FOR ROOFTOP MECHANICAL UNIT
FOR USE WHEN UNIT WEIGHT EXCEEDS 2500 POUNDS
— I I
III
JOIST BRG.
SEE PLAN
40' -0"
Y
,I
TYPICAL BRACED BAY ELEVATION
1/16" - . - 1' -0„
1 D vAi
uke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: (317) 808 -6000
Fax: (317) 808 -6797
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Certified By:
GEORGE
STE` S
� /!ANo. �9�`
3 € AR19400116 z
STATE OF ;
99OHITEG
Drawing Number:
S2ml
C I Sheets
Duke Job Number:
0000
A/E Job Number:
05020