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3/4' DIA STUD (2 TOTAL) F
15/16"x2' SLOTTED
G E TIGHTEN NUT FINGER TIGHT
2'-8" 10'-8" 36'-0" 2'-8' HOLES (PARALLEL TO - ''f AND BACK OFF 1 /2 TURN p
STRU BEAM MEMBER (TACK WELD NUT TO STUD)
VARIES i BEARIN AND TOP SLIDE TOP SLIDE
i BEARING PLATE BEARING PLATE
3/16 4
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129' 6"
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P BOND BEAM 4 r— EL 129'-0" —� I�, mm
TOP MASONRY 4 �,
TO I �: i Y g a�
EL 128'-0" 6' CONC CAP U m MASONRY BEARING ELEVATION
Jm
w/1 1/2' DECK u-
=3 (SEE PLAN)
s- BOTTOM TRUSS N BEARING PLATE ���j' d
TOP BOND BEAM EL 126 -1 1/2"''�'� \`
BOTTOM SLIDE WITH HEADED
�.BEARING PLATE STUDS (SEE PLAN)
EL 126'-Omi TRUSS HANGER $
FACE MOUNTED TO
8" CMU FACE OF g" CMU 8" CMU NQS 8" CMU
i MASONRY BLOCK ,` i
TRUSS CONFIGURATIONS ARE CONCEPTUAL TRUSS
MANUFACTURER TO ACHIEVE PROFILE AS SHOWN.
3 FRAMING SECTION 1 TYPICAL SLIDE BEARING (SL) X co
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TOP BOND BEAM k ' TOP BOND BEAM W
EL 126'-O' EL 126'-0*
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V
w a
LL oc
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c
TOP BOND BEAM TOP BOND BEAM O
EL 118'-0" �= EL 118'-0"
COMPOSITE GROUT ALL
GROUT ALL CONC SLAB CORES BETWEEN 1:-`_ 6° SEE PLAN
COMPOSITE
CORES BETWEEN --,,BOND BEAMS CONC SLAB
BOND BEAMS nn 3/16 � TOP SLAB 1 S
EL 116 -4 TOP SLAB
---------------- = —------------- --- EL 116'-4"
BRG PLATE TOP BEAM
(SEE PLAN) TOP BEAM EL 116'-0"
°D STEEL BEAM EL 116'-0'
(SEE PLAN)
_= 3
TOP BOND BEAM 2-L3x3x3/8 TOP BOND BEAM
EL 114'-8" ° ., - ° (1'-0" LONG) EL 114'-8" _ - STEEL BEAM STEEL BEAM
(ONE EA SIDE WEB) (SEE PLAN) (SEE PLAN)
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L6x6x1/2
I (6' LONG) %0
SEE 7-S2.2 z 0'.
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TOP BOND BEAM TOP BOND BEAM
EL 110'-0" EL 110'-0' =
co
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W
8" CMU—:i t
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4 FRAMING DETAIL 2 FRAMING DETAIL CHERRY TREE SOFTBALL COMPLEX RDWATIONS
3/4" = 1'-0" 3/4' = 1'-0" 208032.00.00