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4
A to
COL
b M DIA ROOF PANEL AND GUTTER
SLTS (TYP) NOT SHOWN FOR CLARITY
1
N1
TS 7 X b OR BENT PLAT
CONNECTION SLEEVE --
SECTION 11
SCALE: s -i' -o• 3s
tCOL -TSBX6
zI-- F- -- TYP
TS B x 6-\ I 'Ir MAX
44 41,
r I
TSB % 6-- 1 1/2•
2 1/2'
SECTION g
SCALE: 1 1/2• =1• -D' 1115
D
DETAIL 0�/S7�(TYP)
2 FIBERGLASS SANDWICH
FRONT EDGE OF GUTTER ROOF PANEL - -
SHALL BE FLUSH WIN - CONTINUOUS BUT)
FACE OF FRAME- - -- - - TAPE ALL AROIRH[
1 16• DIA WEEP HOLE 1e1 2 µ10.E
6 FROM ALL CORNERS (TYP)
.} v
I i
� � 114 x J /4• SS HE% HEAD
r � SELF i PNG SCREWS WITH
Md.OED NEOPRENE WASHER
DOWIVSPGUT BONDED TO DISHED SS
AT LEG WASHER AT 1• -0. O.C., T1'P
e X 6 STRUCTURAL TUBING- - / -
INTERMEDIATE JOINT OF
1 EDGE GUTTER/ROOF/FRAME
ROOF/FRAME _ I
SECTION 13 SECTIOTYNPIC 14
SCALE: 11/2'.1' -O• S4 SCALE: 11/2' =1' -0• S<
V
8 /6• DIA
sS bOLT—
P17
TS b X b OR BENT PLATE
CONNECTION SLEEVE
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— �.
t \
i TSaX6
I — TS0x6
SECTION 12
SCALE: 3• -1' -0• Sb
END
COL ROOF PANEL NOT
�• SHOWN FOR CLARITY
- T1P
TS6x /� r - r-
-TS6X6
TSaX6- 2 T�2•
U A L F
GUTTER NOT
SHOWN FOR
SS�DETAIL G- - -- - -7 ,'- 1/2• CAP PLATE
WITH 2• DIA HOLE
AT CENTER
1/6' R \ aTRUCTtURAL -ROOF PANEL NOT
STRuo SHOWN FOR CLARITY
TUNING
STRUCTURAL
TUBING
j I 1/2• DU WEEP HOLE
BEAM NOT I 2 PER LEG
SHOWN FOR I -
CLARITY 14 T
1 - -1/2• DIA
4 WEEP HOLE
Ir 2 PER LEG
NOTE �I
• TO BE VMMO WITH GUTTER/
ROOF MANUFACTURER
DETAIL E SECTION P15 SCALE: 3'.1' -0' S4 SCALE: 3• -1' -0'
U H
53 ear
.— T9 fri
SECTION _
SCALE: 3•.i, -o• S7
b
6 x B STRUCTURAL TUBINO- 1r 11;
1.9' DD PVC DOWNSPOUT
SEE ELEYAnON --
CUT OUT
- -- — -- '
•
1/2' OIA WEEP HOLES-
3/4' STEEL BASE PLATE
— --
TS 6%6 COI.
A�DR BOLTS_
T '•.\ I
TTT
1
3 4 DUI SS
I
- - -b
% 1 1//2 CUTOUT
AT GUTTER SIDE
3/4' STEEL PLATE BASE
TYP
3 SIDES �/4
+
J
i
16
Sy u
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t.
- -
1• EPDXY GROUT
f
I 2• I ,6S• _ 6.2•
3
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3/4• DIA SS ANCHOR BOLT
MIiFI LEVEIJNG NUTS (TYP)
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SECTION
SCALE: 3• -1' -0• S3
S7
SECTION 10 DETAIL KF r
SCALE: 11/2' -1• -0• 55 SCALE r -r-o• S4 NOTE
5 13/16'
PROVIDE NEOPRENE DOWNSPOUT HOLE DRILLED TO MATCH
/14 X 2 3/4' SS SPACEX /SUPPORT 9• ABOVE
FIBERGLASS SANDWICH 1/2' I 5 6/18• X HEAD SCREW TOP BATTEN #14 SS SCREW BOTTOM OF COLUMN (TYP) ID OF PVC DOWNSPOUT
ROOF PANEL — .- • 12' O.C. (TYP) WITH SEAL - -1/16• PVC CLUED TO
\ END BATTEN • 1 I DOWNSPOUT AND EPOZED 2
(TYP) WITH E 7 �I y �' TO CUTTER
N 1.90• DO PVC
�r f DOWNSPOUT (TYP)
BOTTOM BATTEN OOMNSPOUT
�I END BATTEN BY
�' • WITH SEAL AND MANUFACTURER DETAIL I•t
RO SS SCREW �I .�, 010 SS SCREWS
124' O.C. • 24. O.C. SCALE: 1 1/2'•1' -0' S4
TACK WELD AT 3' O.C. TO FRAME
MN KENO RADIUS
(TYP ALL CORNERS)
RIVET AT e' OC (TYP) NOTE: FINISH NOTES — STRUCTURAL TUBING
STRUCTURAL MEMBERS NOT SHOWN
FOR CLARITY I. ALL SEAMS ARE TO BE CONCEALED OR CW" w
END JOINT OF FLUSH AND SANDED SMOOTH. `•
ROOF/FRAME TYPICAL TYPICAL TYPICAL 2• ALL EXPOSED SURFACES ARE TO BE FINISHED SMOOTH. }
(TYPICAL) EDGE INTERMEDIATE END 3. ALL WELDS ARE TO BE GROUND FLUSH AND SMOOTH,
SECTION 118 OTTER JOINT JOINT FINISH RADIUS TO MATCH STRUCTURAL TUBE. -I 1
SCALE: 1 1/Y =11-0• S4 DETAIL G 4. ALL STRUCTURAL STEEL HANK GALVAN2ID,
SEE SPECIFICATION FOR PAINnNG 1HEOUtitf]HENTS
SCALE 2'.1' -0•
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