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ALUMINUM MEMBERS DIMENSI
HOLLOW SECTIONS
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1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
ST.LUCIECOUNTY
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TH PLANS AND ALL PROPOSED
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SIDE VIEW
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INTERNAL OR EXTERNAL
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2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 X 7 SMB: 2" x 7" x 0.057" x 0.120"
CONTRACTOR OF RECORD
(2) 3/8" DLA. CONCRETE
SCREW ANCHORS I UPRIGHT
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2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
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2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
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2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
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SEE PLAN : a " ° • `
#10 x 3" WOOD SCREWS, 6
A a a ANCHOR EMBEDMENT
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SECTION GIRT
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DATE DRAWN
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11 /20/17
AND 24" D.C. MAX s"' ;' ;; •°
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REVISION
FRONT VIEW
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FRONT VIEW
C'l1X2 TO
HOST STRUCTURE DETAIL
CP' CORNER POST TO CONCRETE DETAIL
rDY DOOR JAMB TO CONCRETE DETAIL
SHEET NO:
A-2 SCALE: NTS
I(;-2 SCALE: NTS
A_2 SCALENTS ON.
A-2
#12x4718'SMSW/
1 112'DIA. NEOPRENE
FACED WASHER @ &'D.C.
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RECEIVING CHANNEL T.
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NO ANGLE REQUIRED
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CHANNEL W/#14x 314'SMS
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UNLESS SPLICED OR
CORNER -ATTACH
W/ 1 112" DIA. NEO-WASHER
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W1 (4) #10 x R'LG x 3" PB
PROF
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UPRIGHT
2" x 3" x 0.059'
TOP RAIL W/
(4)#10X4,sms—
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INTO POST 4
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SMS INTO SMS INTO
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TYPE MASONRY
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(2) INTO TOP RAIL (2) INTO TOP RAIL
ANCHOR @ 1Z'
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CONNECTION AT CORNER CONNECTION AT SPLICE
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-'�2 X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHT
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SCALE: NTS
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FLASHING - INSTALL
UNDER EXISTING DRIP EDGE
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Lu
RECEIVER CHANNEL
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TOP AND BOTTOM
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W/ 11/2" DIA NEOPRENE
WASHER @ TOP SCREW ONLY
CONCRETE:
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(2)1M'x3"QUICKSET
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W/ (4) #14 x 34'SMS EACH IN TO
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SIDE INTO BEAM
DRAWN BY
MC
3" COMPOSITE PANEL (2) 1/4'DLA- x 3"
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FIL rep11
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DATE DRAWN
/20/17
REVISION
rS--2BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
S-3 COMPOSITE PANEL TO FASCIA DETAIL
SHEET NO:
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-A-3 SCALE: NTS
A-3
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