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AK400 A100 AK510 AK511 AK106 AK200 A_201 AK203 AK202 A_204 A_205 AK209 A_212 A_401 AK509 !
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AK219
1 (2 3 4 5 6 7
150' -0 OUT /OUT OF STEEL
LAP S LAP R LAP R LAP R LAP S
SIDE FRAMING ELEVATION
COLUMN LINE A
GIRTS CONTINUOUS
ZB26 ZB26 ZB26 ZB26 ZB26 ZB26
4 4 Q
4 3 2 1
150' -0 OUT /OUT OF STEEL
LIM
RAKE ANGLE 8
1 RA1503 —
1 RA2003
0
1
co
AS
on
AD
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t
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D C
70' -0 OUT /OUT OF STEEL
17' -6 17' -6 17' -6
ZB2603 Z82604 Z82605
17' -6
ZB2603
0
25' -0 25' -0 25' -0 25' -0 25' -0 25' -0 RAKE ANGLE 8 PK 1 RA1503
8 GIRTS ZB2606 (TYP U.N.) GIRTS Z82607 (TYP U.N.) GIRTS Z82608 fTYP U.N.) GIRTS ZB2608 f31YP U.N.) GIRTS Z82607 (TYP U.N.) GIRTS ZB2606 U.N.) 8 1 RA2003
rt»�n� co^.�n. co•i�n rn��n �. - -�
LAP 5 LAJ' K L' LAP 0 LAP 0
a6' -6 12' -0 6' -6
SIDE FRAMING ELEVATION
COLUMN LINE E
GIRTS CONTINUOUS
ZB26 ZB26 ZB26 ZB26 ZB26 ZB26
REFERENCE
25' -0 25' -0 25' -0 25' -0 25' -0 25' -0
282604
8
GIRTS ZB2606 (TYP U.N.)
/- E82W
GIRTS Z82607 (nP U.N.)
/- EB2401
GIRTS ZB2608 (TYP U.N.)
/- E8240
GIRTS Z82608 (TYP U.N.)
Z E8240
GIRTS ZB2607 (TYP U.N.)
/- EB240
GIRTS ZB2606 (TYP U.N.)
l- EB2401
8
BOLTS IF (1) AK400 IS REQUIRED.
LAP S LAP R LAP R LAP R LAP S
SIDE FRAMING ELEVATION
COLUMN LINE A
GIRTS CONTINUOUS
ZB26 ZB26 ZB26 ZB26 ZB26 ZB26
4 4 Q
4 3 2 1
150' -0 OUT /OUT OF STEEL
LIM
RAKE ANGLE 8
1 RA1503 —
1 RA2003
0
1
co
AS
on
AD
I
�e
n
t
i.
D C
70' -0 OUT /OUT OF STEEL
17' -6 17' -6 17' -6
ZB2603 Z82604 Z82605
17' -6
ZB2603
0
25' -0 25' -0 25' -0 25' -0 25' -0 25' -0 RAKE ANGLE 8 PK 1 RA1503
8 GIRTS ZB2606 (TYP U.N.) GIRTS Z82607 (TYP U.N.) GIRTS Z82608 fTYP U.N.) GIRTS ZB2608 f31YP U.N.) GIRTS Z82607 (TYP U.N.) GIRTS ZB2606 U.N.) 8 1 RA2003
rt»�n� co^.�n. co•i�n rn��n �. - -�
LAP 5 LAJ' K L' LAP 0 LAP 0
a6' -6 12' -0 6' -6
SIDE FRAMING ELEVATION
COLUMN LINE E
GIRTS CONTINUOUS
ZB26 ZB26 ZB26 ZB26 ZB26 ZB26
REFERENCE
NOTES
282604
ZB2605
1.
CABLES. RODS AND ANGLES ARE MARKED BY THEIR LENGTH
11.
USE (2) 5/6' X 1-112- A -325
-"� —BONE
IN FEET AND INCHES.
BOLTS IF (1) AK400 IS REQUIRED.
2.
FIELD CUT OR LAP ANGLES AS REQUIRED TO FIT.
12.
FIELD SLOT GIRTS FOR BRACE RODS OR CABLES.
3.
ENDWALL GIRTS AND EAVE STRUTS DO NOT LAP.
13.
FIELD BOLT AK400 CLIPS TO F.O. JAMBS WITH
4.
OUTSIDE FLANGES OF GIRTS TURN UP UNLESS NOTED.
�
(2) 112- X 1-1/4- A -325 BOLTS.
5.
FIELD LOCATE WINDOWS AND WALK DOORS.
14.
FIELD CUT SHEETS FOR ALL OPENINGS.
6.
FIELD CUT AND SELF TAP GIRTS AT WALK DOORS.
15.
FLANGE BRACES ARE MARKED BY THEIR LENGTH
7.
GIRT CLIPS ARE AK200 UNLESS NOTED.
IN FEET. INCHES. do EIGHTHS.
8.
USE 112- DIAMETER BUTTON HEAD BOLTS AT FACE
OF FRAMED OPENING.
9.
SEE DWG. CD -1 FOR ENDWALL DETAILS.
10.
FIELD BOLT BASE CLIPS TO ENDWALL COLUMNS do
CORNER COLUMNS USE (2) 5/8" X 1 -3/4" A -325
BOLTS IF (2) AK400'S ARE REQUIRED.
0Ico
LAP A LAP A LAP A
END FRAMING ELEVATION
COLUMN LINE 1
GIRTS SIMPLE SPAN FLUSH
ZB26 ZB26 ZB26 ZB26
8 RAKE ANGLE
1 RA1503
1 RA2003
X8100
A8201
A820
A B C D E
70' -0 OUT /OUT OF STEEL
�81a
n
1
X820
a0
1
ABZo
M
1
f\
17' -6 17' -6 17' -6 17' -6 IP
ZB2603
282604
ZB2605
ZB2603
ONC�
-"� —BONE
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I
�
�
r
LAP A
END FRAMING ELEVATION
COLUMN LINE 7
GIRTS SIMPLE SPAN FLUSH
Z826 Z826 ZB26 ZB26
REFERENCE: WAREHOUSE
LAP A LAP A
.r 1
t1 Jzp�q
,TLEL DE5!GN ONLY
PIER v . DrE
REV DATE DESCRIPTION BY CHKD. WHIRLWIND STEEL BUILDINGS
0 j •'t0.q'j FOR CONST. EC WHIRLWIND 8234 HANSEN HOUSTON. TEXAS 77075 -1089
713 946 -7140
DESCRIPTION ELEVATION FRAMING PLAN
SIZE 70' X 150' X 18' E.H. WELDED RIGID FRAME
CUSTOMER B.J. WIRTH CORP. 1:12 ROOF SLOPE
LOCATION CARMEL. HAMILTON. IN JOBSITE CARMEL, HAMILTON. IN
DRAWN ITY CNECxCD By DATE ENGINEERING CAD N0. ,108 N0. DwC. N0.
EC M,,l 11/20/971 tq rlr 1 1 971064 E -2
8 RAKE ANGLE
1 RA1503
i RA2003
8100
8201
8201
tSSUE
0