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r G MOMENT CONNECT IONS N se
_: -� � I GALOFF OFFICE i L_D IN _- _- __ -- -- - - - -__ _ _ __ -_ -__ N
CONNECTIONS DENOTED 8't' - ---� ON THE —` Q O
1. ALL RIGID �- N
FRAMING PLANS SHALL BE RIGID WELDED MOMENT
CONNECTIONS USING EiOXX ELECTRODES. ALL FIELD Z Q Co
WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. CI � Q dT
SUBMIT COPIES OF CERTIFICATIONS PRIOR TO ERECTION. .(� ,•,J ] Q I
Z I
2. WELD BOTTOM CHoRDB OF SP JOIST GIRDERS AFTER CASTING m Q
OF CONCRETE SLABS. DO NOT WELD BOTTOM CHORDS OF STANDARD W Z 6 �
JOIST GIRDERS UNLESS CALLED TO BE RIGIDL'r' CONNECTED U Z Z
LL W c i
3. SP JOIST GIRDERS SHALL BE DESIGNED B�' THE JOIST SUPPL IER .� O T
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FOR THE MOMENTS LISTED ON THE FRAMING PLANS. SUPPLIER 7C) 00
SHALL COORDINATE ALL BEARING DEPTHS, BOLT GAGES, C11 D-.
CLEARANCES, ETC. WITH STRUCTURAL STEEL FABRICATOR Q Q
DURING PREPARATION OF THE SHOP DRAWINGS. V Z Q
k4. JOIST SUPPLIER SHALL DESIGN AND PROVIDE BRACES FOR W �,,, 0
BOTTOM CHORDS OF JOIST GIRDERS IF REQUIRED. 6 Z
5. PROVIDE CAP iE 1 x COLUMN LUIDTH AND DEPTH FOR ALL
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COLUMNS RECEIVING WELDED CONNECTIONS.
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FRAMING
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SECTIONS
IS4006
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r G MOMENT CONNECT IONS N se
_: -� � I GALOFF OFFICE i L_D IN _- _- __ -- -- - - - -__ _ _ __ -_ -__ N
CONNECTIONS DENOTED 8't' - ---� ON THE —` Q O
1. ALL RIGID �- N
FRAMING PLANS SHALL BE RIGID WELDED MOMENT
CONNECTIONS USING EiOXX ELECTRODES. ALL FIELD Z Q Co
WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. CI � Q dT
SUBMIT COPIES OF CERTIFICATIONS PRIOR TO ERECTION. .(� ,•,J ] Q I
Z I
2. WELD BOTTOM CHoRDB OF SP JOIST GIRDERS AFTER CASTING m Q
OF CONCRETE SLABS. DO NOT WELD BOTTOM CHORDS OF STANDARD W Z 6 �
JOIST GIRDERS UNLESS CALLED TO BE RIGIDL'r' CONNECTED U Z Z
LL W c i
3. SP JOIST GIRDERS SHALL BE DESIGNED B�' THE JOIST SUPPL IER .� O T
J !
FOR THE MOMENTS LISTED ON THE FRAMING PLANS. SUPPLIER 7C) 00
SHALL COORDINATE ALL BEARING DEPTHS, BOLT GAGES, C11 D-.
CLEARANCES, ETC. WITH STRUCTURAL STEEL FABRICATOR Q Q
DURING PREPARATION OF THE SHOP DRAWINGS. V Z Q
k4. JOIST SUPPLIER SHALL DESIGN AND PROVIDE BRACES FOR W �,,, 0
BOTTOM CHORDS OF JOIST GIRDERS IF REQUIRED. 6 Z
5. PROVIDE CAP iE 1 x COLUMN LUIDTH AND DEPTH FOR ALL
i
COLUMNS RECEIVING WELDED CONNECTIONS.
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JOIST GIRDER a P JO1S ; GIRDER w o
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FRAMING
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SECTIONS
IS4006