HomeMy WebLinkAbout1254.97.90
II
0
N'
HIM
O
I
O
N
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DOWNSPOUTS (TYP )J
(2) SPACES PEAK SPACER
MAXIMUM (2) MEMBER SCREWS
AT EACH END
AT EACH PURLIN
AND /OR EAVE STRUT (TYP)
PURLIN STRAP DETAIL WITH 6 OR MORE PURLINS PER SIDE
AT STANDING SEAM ROOF (GABLE)
1 2 3 4 5 6 7 g g
150' -0 OUT /OUT OF STEEL (BLDG B) y 120' -0 OUT /OUT OF STEEL (BLDG A)
30' -0 30• -0
30' - 0
30' -0 30' -0
3'
30' - 0
30'-0
30' - 0
30' -0
PURLINS Z02401 (TYP U N) I PURLINS ZD2402 (TYP U.N.) I PURLINS Z02403 (TYP U N) I PURUNS ZD2201 (TYP U N) I PURLINS ZD2202 (T)'P U N.) I I I PURLINS ZC2301 (TYP U N) I PURLINS ZC2401 (TYP U N) I PURLINS ZC2401 (TYP U N) I PURLINS ZC2301 (TYP U N )
O O d n i n
V(D�
vZD24 ZD24 v ZD24 ZD22 ZD2 L '"" J `'�b•�o 1 40• -0 j 40' -0
•m
S L ,,-, A"
ROOF PANEL
ROOF FRAMING PLAN
PURLINS CONTINUOUS
ZC23 ZC24 ZC24 ZC23
-TER
IN
• CUSTOMER TO FURNISH LOCATIONS.
_• FIELD LOCATED.
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NO OTHER CODE F CUiI `MIENTS
ARE INC,I_UDED
REFERENCE: STEVE WEAVER PROJECT
DESIGN INFORMATION
SHEETING AND TRIM
WALKDOORS AND WINDOWS
FRAMED OPENINGS
REV
I DATE
DESCRIPTION
BY
CHKD.
�--� WHIRLWIND STEEL BUILDINGS
W H I' LW I N D
�-_� 8214 HANSEN HOUSTON, TEXAS 77075 -1089
(713) 946 -7140
BUILDING CODE: 1993 INDIANA
WIND LOAD: 75.0 MPH
SEISMIC HAZARD EXPOSURE: 1
124 GA ROOF - SUPER SEAM LOW FIXED (GALVALUUE)
MK.
OTY
FINISH
DESCRIPTION
MK.
QTY.
WIDTH
HEIGHT
OPENING FOR:
A
1 10.20.97
APPROVAL
BN
DEAD LOAD: METAL BLDG ONLY
WIND IMPORTANCE: 1.00
PEAK VEL -REL ACCEL (Av):<0.05
26 GA WALLS - SUPER SPAN
••
6
WHITE
3070(G) WALKDOOR
A
6
10' -0
13' -11'2
OHD BY OTHERS
COLLATERAL LOAD: 5.0 PSF
WIND EXPOSURE: B
PEAK ACCELERATION (Aa): <0.05
26 GA TRIM -
••
ONE
WHITE
3070(M) WALKDOOR
B
1
12' -0
13' -11'2
OHD BY OTHERS
DESCRIPTION ROOF FRAMING PLAN
SPRINKLER LOAD 0.0 PSF
WIND COND.: ENCLOSED
SEISMIC PERFORMANCE CAT:
INCLUDE GUTTER & DOWNSPOUTS
•
5
5' -4
7' -2
G1J�SS DOOR BY OTHERS
ROOF LIVE LOAD 20.0 PSF
SOIL PROFILE. 2.0
a
ONE
3' -4
7' -2
CLASS DOOR BY OTHERS
SIZE VARIES
FRAME LVE LOAD: 20.0 PSF
ROOF SNOW LOAD: 20.0 PSF
DIRECTION: LATERAL
STRUCTURAL SYSTEM: ORDINARY MOMENT
LONGITUDINAL
BRACED FRAME
MK
OTY
SKYLIGHTS - WHITE
NO SKYUGHT
CUSTOMER 81 WIRTH CORPORATION 1:12 ROOF SLOPE
SNOW IMPORTANCE: N/A
RESPONSE MODIFICATION (R): 0.0
0.0
MK
OTY
VENTILATORS
LOCATION CARMEL. INDIANA JOBSITE CARMEL. INDIANA
SNOW EXPOSURE: N/A DEFLECTION AMPLIFICATION (Cd): 0.0 1 0.0
SNOW THERMAL: N/A ANALYSIS: EOUIVALENT LATERAL FORCE PROCEDURE
NO VENTILATORS
DRAWN BY
BN
CHECKED eY
DATE
10/20/97
ENGINEERING
�_
CAD NO
970950
JOB No,
970950
DWC NO.
E -ONE
ISSUE
4