HomeMy WebLinkAbout1254.97.10_f
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Q 4 4 4 Q 4 4
30'- 0
GIRTS ZB2603 (TYP U.N.)
GIRTS Z52604 (TYP U.N)
150' -0 OUT /OUT OF STEEL (BLDG 'Er
301-0
GIRTS 282605 (TYP U N )
30' -0
GIRTS ZB2604 (TYP U.N.)
30,_0 30'-0
GIRTS ZB2603 (TYP U.N.) 8 GIRTS ZB2501 (TYP U.N.)
rnn.n•
8 9 10
120' -0 OUT /OUT OF STEEL (BLDG. A")
30'-0 30'-0 30'- 0
GIRTS 262401 (TYP U N.) GIRTS ZB2401 (TYP U.N.) GIRTS ZB2501 (TYP U N) 8
SIDE FRAMING ELEVATION
COLUMN LINE B
GIRTS SIMPLE SPAN FLUSH
ZB26 ZB26 Z626 Z626 7B26
10
r— —
30'-0
8 GIRTS Z132501 (TYF U.N.)
- F
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8
120' -0 OUT /OUT OF STEEL
• •
GIRTS ZB2401 (TYP U.N.)
rnn•r•
SUB JA
STRUT HEADER
• •
SIDE FRAMING ELEVATION
COLUMN LINE A
GIRTS SIMPLE SPAN FLUSH
ZB25 ZB24 Z624 ZB25
GIRTS ZB2401 (TYP U.N.)
0 0
1 �
N
TYPICAL SECTION ® FRAME OPENING
EAVE STRUT
- -SCREW
STRAP
Z' X 26 GA
TYPICAL SIDEWALL STRAP
NOTE:
CUSTOMER PLEASE FURNISH ALL WALKDOOR
AND GLASS DOOR LOCATIONS.
150' -0 OUT /OUT OF STEEL (BLDG. A
30' -0 30' -0 30' -0 30' -0 30' -0 30' -0
GIRTS 282501 (TYP U.N.) 1 1� GJRTS 282603 (TYP U N.) GIRTS Z82604 (TYP U.N.) GIRTS ZB2605 (1YP U-N) GIRTS ZB2604 (TYP U.N.) Mcrc 7015 nt rrvo I I .I
SIDE FRAMING ELEVATION
COLUMN LINE F
GIRTS SIMPLE SPAN FLUSH
Z625 ZB24 Z624 Z825 ZB26 ZB26 Z626 ZB26 ZB26
REFERENCE NOTES
1. CABLES, RODS AND ANGLES ARE MARKED BY THEIR LENGTH
IN FEET AND INCHES.
2. FIELD CUT OR LAP ANGLES AS REOUIRED TO FIT.
3. ENDWALL GIRTS AND EAVE STRUTS DO NOT LAP.
4. OUTSIDE FLANGES OF GIRTS TURN UP UNLESS NOTED.
5. FIELD LOCATE WINDOWS AND WALK DOORS.
6. FIELD CUT AND SELF TAP GIRTS AT WALK DOORS.
7. GIRT CLIPS ARE AK200 UNLESS NOTED.
8. USE 1/2- DLAMETER 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.
11. USE (2) 5/8' X 1-1/2" A -325
BOLTS IF (1) AK400 IS REQUIRED.
12. FIELD SLOT GIRTS FOR BRACE RODS OR CABLES.
13. FIELD BOLT AK400 CLIPS TO F.O. JAMBS WITH
(2) 1/2" X 1-1/4' A -325 BOLTS.
14. FIELD CUT SHEETS FOR ALL OPENINGS.
15. FLANGE BRACES ARE MARKED BY THEIR LENGTH
IN FEET, INCHES, do EIGHTHS.
vv .) ul%r rc Ur K LAP S
REFERENCE: STEVE WEAVER PROJECT
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STEEL DESIGN ®'ICY
NO OTHER CODE REQUIREMEM
ARE INCLUDED
REV
I DATE
DESCRIPTION
BY
CHKD.
WHIRLWIND STEEL BUILDINGS
WHIRLWIND
8234 HANSEN HOUSTON. TEXAS 77075 -1089
(713) 946 -7140
A
10.20.97
APPROVAL
BN
DESCRIPTION ELEVATION FRAMING PLAN
SIZE VARIES
CUSTOMER B.J. WIRTH CORPORATION 1:12 ROOF SLOPE
LOCATION CARMEL. INDIANA JOBSITE CARMEL. INDIANA
DRAWN BY
BN
CHECKED BY
DATE
10/20/97-__:?
ENGINEERING
CAD NO,
970950
JOB NO.
970950
DWC. NO.
E -2
ISSUE
_A,