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Steel ,
54' Typ.
FAI
Steel supports w/ Ix2 Angle
54' Typ. Spacing, o.c. r
Q I -a-
Q a ° d CBS Building
d Wall A d
a a .°
Flat Roof
w/ w/ Steel
O.C. Trusses
Q
°
CBS Building °
Wall B a d
a
Flat Roof
-w/ Steel
Steel Trusses
Supports
2'-2" lk2 Angle
f : (See Detail
Vinyl "A//)
2'
End View,
Wall A
Flat Roof
w/ Steel -
Trusses
1x2 Angle (See Detail
/
Steel
,'Supports �
l
2, vinyt I
End View,
Wall B
Flat Roof
w/ Steel
Trusses
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS CONCEALED FASTENERS OR ATTACHMENTS'
REQUIRED BY FIELD INSPECTORS THAT ARE THE RESPONSIBILITY OF THE
MAY BE NECESSARY IN ORDER TO CONTlIACTOA OF RECORD
DAMPLY WITH AUMPIJ6ABLE CODES,
ST. LUCIE pU O
BUILDING D 10
REVI
REVIEWED BY
DATE
PLAN AND PERMIT
MUST KEPT ON JOB OR
NO INS CTION WILL BE MA E
WIND SPEED =130 M.P.H.
WIND EXP. CLASSIFICATION= "C"
GENERAL NOTES
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LEGEND
X = OPTIONAL
OB=OPEN BACK
KB=KNEE BRACING
WB=WINDBRACE
KP=KICKPLATE
SP=SOLE PLATE
WB=2X2 = 2X2X.0!
KB=2X2 = 2X3X.04
IXe = lX2X.044 PATIO
IX3 = IX3X.044 PATIO
2X2 = 2X2X.044 PATIO
2X2M = 2X2X.090
2X3 SMS= 2X3X.045 SELF
MATING SNAP
2X3 = 2X3X.045 PATIO
2X3 SPEC = 2X3X.070
W/6 SCREW BOSSES
3X2 = 3X2X.070 PATIO
3X3 = 3X3X.093 PATIO
3X3S = 3X3%.072 W/2
SPLINE GROVES
2X4 = 2X4X.050 SMB
OR PATIO
2X5 = 2X5X.050 SMB
2X6 = 2X6X.050 SMB
2X7 = 2X7X.055 SMB
2X8 = 2XSX.072 SMB
2X91-T = 2X9X.072 SMB
2X91-1 = 2X9X,082 SMB
2XIC = 2XIOX.092 SMB
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feel Support
xsten w/ 2 - #12 SMS Screws
Steel Support
1x2 Angle (Notched)
Attach w/ #10 SMS
Vinyl Sidin Notch angle to Screws 6" o,c,;
slide over steel supports Y2 Flat Washer on
seams;
Screws only in
I I I I I I I middle grooves
Vinyl Sidin
DETAIL "A"
ONMED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OFRE;C0 o
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH A" A.PRUIOAB6E A®DES1
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