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EXISTING FASCIA
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GUTTER
SEE G/A-3 FOR
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BRACE
REQUIREMENTS
1"x 2" OPEN BACK
EXISTING HOST WALL
INTERNALLY SCREWED
•
TO BEAM W/ (2) # 10 x 2"
x 2"
•
LAG SCREWS
2" x 2" x 10ANGLE
•
W/ (2) #14 x 3/4" INTO
CONCRETE:
BEAM 8 #14 x 2" SELF
1/4" x 21/4" CONCRETE
•
TAPPING SCREW INTO
SCREW ANCHOR,
HEADER
&' FROM END & @ 24" O.C.
WOOD:
2" x 2" x BEAM DEPTH x 0.125'
- — -- ---
—
1/4" x 3" LAG SCREWS,
ALUM ANGLE W/ (4) #14 x 3/4"
W FROM END & @ 24" O.0
SMS EACH FLANGE W/
• •
INTERNAL BACKING PLATES GUTTER
i 1f
MATING ELEMENT
2" x 2" x BEAM DEPTH x 0.126'
41
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BRACE
2" 4" BRACE
ALUM ANGLE W/ (4) #14 x 3/4"
1
w I
x M x x E W/
ALUM ANGLE W/
SMS EACH FLANGE W/
I � I
( )
INTERNAL BACKING PLATES
w ;
EACH FLANGE W/
o '
INTERNAL BACKING
FZ-
PLATES
I � 1
_' MATING ELEMENT ATTACHMENT Q GUTTER CORNER DETAIL
A A SCALE: NTS
CONCRETE:
2" x 8" SMB
(3)1/4" x 21/4" CONCRETE
SCREW ANCHOR,
6" FROM END & @ 24" O.C.
1 1/2" x 21/8" x 1 1/2" x 0.062
WOOD:
6063-T6 ALUM RECEIVING
CHANNEL W/ (6) #14 x 3/4"
(3)SCREWS,
FROM END g @ 24" O.0
SMS EACH FLANGE
G-3 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
A-4 SCALE: NTS
1/6" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY • • (4) #14 x 3/4" SMS
• • INTO DJ
CORNER PO
° + .
21/4•MINCONC
(2)#10X11/2'SI
SLAB FOOTING 5 ' ° ° • ANEMBEDMENT
THRU SCREW BOSSI
SEE PLAN
'4
s a
SLAB / FOOTING
v. '•
SEE PLAN
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(1) 3/8" DW CONCRETE (4) #14 x 3/4"
SCREW ANCHORS 2" x 2" DJ INTO F
(21/4" CONC. EMBED)
1" x 2" BASE PLATE °
ANCHORED TO CONC W/1/4"
CONCRETESCREWANCHOR v °
(MIN. 1 1/4" EMBED) e • a' ' '
W MAX EACH SIDE OF POST • .,
AND 24" O.C. MAX .`6"' ' •' ;�' • .a • • '
FRONT VIEW
DJ-1 DOOR JAMB TO CONCRETE DETAIL
A-4 SCALE:NTS
va' 4
SIDE VIEW
Q
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o
F- O•
o
Nit.'
4 �' ``
•
//��O�
•, o,S; •
,.••�, �•
1" x 2" O.B. FASTENED TO CORNER
POST W/ #12 x 1 112" SMS AT W FROM
TOP & BOTTOM RAILS. TYPICALLY @
24" O.C.
118" x 2" x 2" EXTRUDED ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 x 2"
SMS INTO POST & (1) 3l8" DIA.
CONCRETE SCREW ANCHOR INTO
CONCRETE
21/4" MIN CONC
POST W/ 1"x 2" @
3/8" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
1"x2"BASE PLATE
;
ANCHORED TO CONC W/ 114"
_
as • ;
CONCRETE SCREW ANCHOR
8a•
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
• . ° • s '
AND 24" O.C. MAX
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
A-4
SCALE: NTS
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DATE DRAWN
10/03/17
REVISION
SHEET NO:
A-4