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<br />IT IS THE CONTRACTORS RESPONSIBILITY
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<br />3125 Reynolds Rd., P.O. Box 1606
<br />Eaton Park, Florida 33840
<br />863-665-1309 j 1-800-940-8787
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<br />SYP SPF
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<br />1810 9 - 10d x 11/2"
<br />600 535 10 - 8d
<br />455 320 8 - 8d
<br />1450 7 - 10d x 11/2"
<br />2235 12 - 10d x 11/2"
<br />990 850 16 - 8d x 11/2" RT16 1030 945 8-8d X 11/2"& 8-10d
<br />4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d
<br />5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d
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<br />3705 3130 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS
<br />4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA, BOLTS
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<br />1550/3325 ** 1550/2540 ** 20 - 16d x 31/2" THD26 1875/3040 1580/2365
<br />3220/5970 ** 2705/4510 ** 30 - 16d x 31/2" THD28 2330/3965 2015/3430
<br />1000 860 14 - 10d x 11/2" MTW12 1195 905 14-10d
<br />1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d
<br />1000 860 14 - 10d x 11/2" MTW20 1195 905 14-10d
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<br />
<br />USP MANUFACTURING, INC.
<br />CONr\ECTOR CAPACITY
<br />SYP SPF
<br />HTA16 1500 1500
<br />HTA16 1500 1500
<br />RT7 585 585
<br />RT3 550 475
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<br />"X" HTS 20 1450
<br />SPl 585
<br />SP2 1065
<br />HCP2 605
<br />* MINIMUM 3" MEMBER
<br />* * REACTIONS ARE FOR ROOF LOADS ONLY
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<br />ALL EPOXY ANCHORS TD BE SIMPSON "SET" U.N.D.
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<br />0:::
<br />o
<br />U
<br />W
<br />:2:
<br />o
<br />I
<br />(/?
<br />::J
<br />('f')
<br />o
<br />o
<br />N
<br />
<br />@
<br />
<br />SHEET NO.
<br />
<br />6
<br />
<br />NOT TO SCALE
<br />
<br />~
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 02, 2005
<br />
<br />TRUSS LAYOUT III
<br />
|