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HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
• UNlE55 NOTED OTHERWISE
ALL HANGERS ARE USP 'HU526'.
� $,_Sn ELEV.
ROOF 1MS5 Oma QCIERIA
T,CLL 20 p.sf.
RaOfl 1RU59 OmGN CWIFAM
LCLL 40 p.sf.
LCD.L 7 p.s(.
T.C.O.L 10 PitB.C.D.L
10 p.sf.
B.GO.L 5 p.sf.
TOTAL 55 p.sf.
TOTAL 37 P•sf.
OURAlION FACTOR 1.25
DURATION FACTOR 1.00
M11D1 STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
WRlD SPEED 160 m.p.h.
2" FOR PLUMBING IF NESSARY
fiUIIDWC EXPOSURE C
FLOOR TRUSS SPACING
BUILDING TIDE nrsn
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
tz
{ 6 �
4-3 16
HE
1' 01,
— BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
00 NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE.
THIS OFFICE MUST BE NOTIFIED W17HIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES
NO BACKCHARGES WILL BE HONORED.
WARNING
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nacrla eRAmrc Twa 6 ALTR1Ts rawoen TO PAsxsxr raT=Rmc Axe
pa,oTowe ouRNa ET¢elaN; Ara RTINAUDvr mMma Iwa wr 13E raanAep
w �EaDc APwuTUA+s ss: 'e—c Aoao rPuss3 oowunTART Axo
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muses suu � P4rN1ID w A srtwaT AIl1 Rune Posner, xo
d ArPum emEcnY ro roP Am/a BOTrw saxes Txcr suu az 7nA®
AS SPEOnm a mE el(>l IItm af9a. ma593 9W1 BE HANaLID Mm
rswsanAmE cs¢ lawxc mErna TO Rexrr oANA¢ a PpSONAL NJJiY.
NOTE
IT IS THE RESPONSIBIUN OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS