13-474-018O=1564
G--1564
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REINFORCEMENT TUE CORNER
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ROOF��\�l� ���K�|Ny� ���T|�l PLAN
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VERTICAL SEAM STEEL
OVER/ MOISTURE BARRIER (BY
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SEE TABLE ATTACHED
PLYWOOD DECKIlt
UWWS NOT TO DM I' M %ANT ALL AM
METAL LATH & STLK)CO ON %"PLYWOOD SOFFIT
X 12 CONC. 8GAW ~0-1^ HY 4 f 5 & #3 TI[
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1-ALL DESIGN CONFORMS TO 2007 /200, 0C /IRC 2009 /202 AND NDS 2085 /2012
2- �fe* THICK STRUCTURAL STEEL SHALL CONFORM TOASTM A36, YIELD STRBNGH 36 000 PSI.
LOAD VALUES SHOWN ARE BASED UN STEEL STRESS WITHOUT 33%INCREASE.
3-ALL WELDING SHALL BE N|M|NUM V WITH E70 ELECTRODES AND SHALL CUNFROM TO LATEST AISC
/AWS CODES.
4-ALL -Y4* DIAMETER BOLTS THROUGH WOOD SHALL BE PER ANSI /ASW[ STANDARD B18.2.1.
5-THE LATERAL LOADS SHALL NOT [XEB] THE TRUSS CHORD CAPACITY
6-LATERAL LOADS COMBINED WITH UPUFT0ADS. SHALL 8ATIFYTHE FOLLOWING EQUATION:
(ACTUAL UPLIFT/ALLOWABLE UPLIR)f(ACTU4l U L8J)+(ACTUALL2/AULOYA8LE C)«=1.0
7-ALL POWER FASTERNES WEDGE BOLTS ANCHORS SHALL BE PER POWER FASTENERS CATALADQ.
MINIMUM ANCHOR EMBEDMENT SHALL BE O^' W|N|NUN NORMAL WEIGHT CONCRTE 8HNl BE 2000 P8.
ANCHOR DIAMETER IS %"' BOLT VALUES ARE WITHOUT 33% INCREASE.
8-UPLIFT AND LATBRNLVALUES SHOWN ARE REDUCED FOR BOLT SPACING AND EDGE DISTANCE PER
POWER FASTENERS CATALOG.
9-UPLIFT VALUE ARE ALSO CONTROLLED BY COMPRESSION PERPENDICULAR TO GRAIN OF 565 P8 FOR
SOUTHERN PINE PER NDS-2005 FOR OTHERS SPECIES, CONTACT ENGINEER FOR VAUJES.
10-PR08DE PLYWOOD SHIMS TO CLOSE THE GAP BETWEEN TRUSS CHORDS TO OBTAIN FULL BEARING
AND PREVENT AND BENDING OFTHRU BOLTS.
11-AL8`R0BUCTS ARE PAINTED ROYAL BLUE FOR EASY IDENTIFICATION.
DETA&EJ-IT WEDGE ANCHOR
IL U 0. ' MODEL NUMBER CCAT587 O
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