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NOTE. ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER e
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(UNLESS NOTED OTHERWISE) E m - o- c v
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* NOTE: ALL CEILING DROPS BELOW BEAM ARE -9 d
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BY BUILDER (UNLESS NOTED OTHERWISE) _
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN o E o a Lei
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OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. '_ 79
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REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS _ .' a
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FOR GRAVITY AND UPLIFT LOADS. m •`
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FOR BRACING & ERECTION DETAILS REFER E = y
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TO BCSI-03 AND/OR ENGINEER OF RECORD e
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REPRESENTS THE LEFT SIDE OF 9-
EACH TRUSS DRAWING
( NOTE: REFER TO USP CONNECTOR CATALOG
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* NOTE: UPLIFT CONNECTIONS FOR ALL COMMON
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TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 o a _
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STRAP (BY OTHERS) UNLESS NOTED OTHERWISE
(EXCLUDES VALLEY AND PIGGYBACK TRUSSES) n'I
LOADING ROOF FLOOR WIND LOAD
LIVE LOAD 20 0 ASCE 7-10 __
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00 _d M E
~ c=� DEAD LOAD 28 0 170 MPH EXP C
rn t•- c" o E 9 `o 06
LIVE LOAD 10* 0 CATEGORY 11 0 = a
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m y -DEAD LOAD 7 0 ENCLOSED m o
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HATCH LEGEND TOTAL LOAD 55 0 FBC-2017 ` o a s
3 0 �_
-- -- - -- z DURATION FACTOR 1.25 1.00 TPI - 2014 o z E
REVI DATE BY REMARKS Ern = C rn _
9'_4" A F F ___ _- E N NF.
a • • 1 05/16/18 JC 2017 BUILDING CODE UPDATE w • a. � E � F.
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It is understood that above -
conditions have been reviewed APPROVED
moo "
& are acceptable for the
fabrication at trusses, APPROVED AS NOTED _ .Q.9
1 %
elevations, pitches, overhangs, REVISE AND RESUBMIT e
6 fascias,ceiling = 9 E; NE d
elevations/pitches, bearing REJECTED rn s "
conditions & all detail pertaining
to this truss placement plan. No e _ _ 9 M s
back charges will be accepted '-
DATE E
without previous written E o = d d
approval from an A-1 Roof
Trusses representative. REVIEWED BY = ¢ e d 9
E m a M w o E
PLAN DATE ARCH: 08/24/15 STRUCT: 08/24/15 a "_
43/161I
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