HomeMy WebLinkAbout1254.97.34 4 4
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0
D
DOWNSPOUTS (TYP.)—'�
030' -0 O.0
L�
150' -0 CUT/OUT OF STEEL
Q 4 4
(2) SPACES PEAK SPACER
MAXIMUM (2) MEMBER SCREWS
AT EACH END
I 25' -0 25' -0 25' -0 25' -0 25' -0 25' -0
SHEETING AND TRIM
24 GA ROOF — SUPER SEAM LOW FIXED — GALVALUME
PURLINS Z82501 (TYP U.N.) PURLINS 282601 (TYP U.N.) PURLINS Z82602 (TYP U.N) PURLINS ZB2602 (TYP U.N.) PURLINS ZB2601 (TYP U.N.) PURLINS 282501 (TYP U N )
FRAMED OPENINGS
MK. OTY. WIDTH HEIGHT OPENING FOR:
O O p PORTAL FRAME p
DATE
I •'L0 -91
I I I
I
I
I
)EAD LOAD: METAL BLDG ONLY WIND IMPORTANCE: 1.00 PEAK VEL -REL ACCEL (Av):<0.05
I I I
• 4 WHITE 3070 (M) WALK DOOR
A 1 12' -0 15' -114 OHO BY OTHERS
\-�� 8234 WWSEN HOUSTON. TEXAS 77075 -1089
713 946 -7140
'OLLATERAL LOAD: 3.0 PSF
;PRINKLER LOAD: 0.0 PSF
WIND EXPOSURE: B
WIND COND.: ENCLOSED
PEAK ACCELERATION (Aa): <0.05
SEISMIC PERFORMANCE CAT:
26 GA TRIM - 20YR ASH GRAY
INCLUDE GUTTER do DOWNSPOUTS
w
I
SIZE 70' X 150' X 18' E. H. WELDED RIGID FRAME
CUSTOMER B.J. WIRTH CORP. 1:12 ROOF SLOPE
1OOF LIVE LOAD: 20.0 PSF
SOIL PROFILE: 2.0
I I I
I
I I I
14- CW3LE
I
I
i vl ►BLE
I I I
QTY
SKYLIGHTS — WHITE
NO SKYLIGHT
I I I
I
I
I
i�
I
I I I
I I I
I
I
(
\ I
I I I
LOCATION CARMEL. HAMILTON, IN JOBSITE CARMEL, HAMILTON, IN
'NOW IMPORTANCE: N/A
RESPONSE MODIFICATION (R): 0.0
0.0
MK
OTY
VENTILATORS
;NOW EXPOSURE: N/A
DEFLECTION AMPLIFICATION (Cd): 0.0
0.0
NO VENTILATORS
I
D"ww er CHCCXED BY DATE ENGINEERING CAD NO Jw N0. M. NO. ISSUE
EC Ii/ 20/97 MMG 971064 E -ONE 0
SNOW THERMAL: N/A
ANALYSIS: EOUIVALENT LATERAL FORCE PROCEDURE
w
1i 8LE
�— i 6BLE
°
to
1
I I I
I I I
;- CABLE
I
I
I
I
1i Ci BLE-
I I I
I I I
I I I
i TBLE
I
I
�— i GABLE
,o
1
O LAP U O LAP T ❑ 1 AP T n T A D T / I I An / I n
`ROOF STRAPS (TYP.)
ROOF FRAMING PLAN
PURLINS CONTINUOUS
ZB25 ZB26 ZB26 ZB26 ZB26 ZB25
• a FIELD LOCATED
`— PORTAL FRAME
AT EACH PURLIN
AND /OR EAVE STRUT (TYP)
PURLIN STRAP DETAIL WITH 6 OR MORE PURLINS PER SIDE
AT STANDING SEAM ROOF (GABLE)
ue
ue
rol
uo
REFERENCE: WAREHOUSE
l al9
'-7 EL D!e,lG N ONLY
I°aEQUII EMENNT
"IX';LGDED
DESIGN INFORMATION
WILDING CODE: 1993 INDIANA WIND LOAD: 75.0 MPH SEISMIC HAZARD EXPOSURE: 1
SHEETING AND TRIM
24 GA ROOF — SUPER SEAM LOW FIXED — GALVALUME
WALKDOORS AND WINDOWS
MK. QTY. FINISH DESCRIPTION
FRAMED OPENINGS
MK. OTY. WIDTH HEIGHT OPENING FOR:
REV
0
DATE
I •'L0 -91
DESCRIPTION
FOR CONST.
BY
EC
CHKD.
��� WHIRLWIND STEEL BUILDINGS
WHIRLWIND
)EAD LOAD: METAL BLDG ONLY WIND IMPORTANCE: 1.00 PEAK VEL -REL ACCEL (Av):<0.05
26 GA WALLS - MONARCH - 20YR ASH GRAY
• 4 WHITE 3070 (M) WALK DOOR
A 1 12' -0 15' -114 OHO BY OTHERS
\-�� 8234 WWSEN HOUSTON. TEXAS 77075 -1089
713 946 -7140
'OLLATERAL LOAD: 3.0 PSF
;PRINKLER LOAD: 0.0 PSF
WIND EXPOSURE: B
WIND COND.: ENCLOSED
PEAK ACCELERATION (Aa): <0.05
SEISMIC PERFORMANCE CAT:
26 GA TRIM - 20YR ASH GRAY
INCLUDE GUTTER do DOWNSPOUTS
DESCRIPTION ROOF FRAMING PLAN
SIZE 70' X 150' X 18' E. H. WELDED RIGID FRAME
CUSTOMER B.J. WIRTH CORP. 1:12 ROOF SLOPE
1OOF LIVE LOAD: 20.0 PSF
SOIL PROFILE: 2.0
'RAME LIVE LOAD: 20.0 PSF
1!OOF SNOW LOAD: 20.0 PSF
DIRECTION: LATERAL
STRUCTURAL SYSTEM: ORDINARY MOMENT
LONGITUDINAL
BRACED FRAME
MK
QTY
SKYLIGHTS — WHITE
NO SKYLIGHT
LOCATION CARMEL. HAMILTON, IN JOBSITE CARMEL, HAMILTON, IN
'NOW IMPORTANCE: N/A
RESPONSE MODIFICATION (R): 0.0
0.0
MK
OTY
VENTILATORS
;NOW EXPOSURE: N/A
DEFLECTION AMPLIFICATION (Cd): 0.0
0.0
NO VENTILATORS
D"ww er CHCCXED BY DATE ENGINEERING CAD NO Jw N0. M. NO. ISSUE
EC Ii/ 20/97 MMG 971064 E -ONE 0
SNOW THERMAL: N/A
ANALYSIS: EOUIVALENT LATERAL FORCE PROCEDURE