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<br />* G.C. VERIFY ROOF PITCH
<br />
<br />ROOF PITCH VARIES PER SUBDIVISIONS
<br />(5/12 OR 5.9/12)
<br />IT IS THE CONTRACTORS RESPONSIBILITY
<br />TO VERIFY ROOF SLOPE REQUIREMENTS
<br />WITH TRUSS MANUFACTURER.
<br />
<br />[I]
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<br />Serving Florida Builders Since 1970
<br />
<br />3125 Reynolds Rd., P.O, Box 1606
<br />Eaton Park, Florida 33840
<br />863-665-1309/1-800-940-8787
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<br />
<br />UPLIFT VALUES & CONNECTORS
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<br />< 14901BS. @
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<br />till
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<br />8 SIMPSON ~ SIMPSON
<br />
<br />STANDARD ROOF HANGERS ARE SIMPSON HUS26
<br />STANDARD FLOOR HANGERS ARE SIMPSON HHUS46
<br />UNLESS SHOWN OTHERWISE
<br />
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<br />APPROVED TRUSS ANCHOR BY BUILDER
<br />S.Q. CUT OVERHANG
<br />HEEL HEIGHT = 2x4 STD.
<br />BOTTOM = 2x4 MIN.
<br />TOP = 2x4 MIN.
<br />
<br />T03B
<br />
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<br />
<br />T03B
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<br />
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<br />
<br />12
<br />
<br />MARK
<br />o
<br />
<br />SIMPSON STRONG TIE
<br />CAPACITY
<br />SYP SPF
<br />
<br />1810 9 - 10d x 11/2"
<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
<br />2775 2570 5/8" DIA. BOLTS T02 3435 2954 2 - 5/8" DIA. BOLTS
<br />3705 3130 3/4" DIA. BOLTS T05 4180 3594 2 - 3/4" DIA. BOLTS
<br />4405 3680 7/8" DIA. BOLTS T06 6655 5779 3-3/4"DIA.BOLTS
<br />1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8 - 10d
<br />1550/3325 ** 1550/2540 ** 20 - 16d x 31/2" THD26 1875/3040 1580/2365
<br />3220/5970 * * 2705/4510 * * 30 - 16d x 3 1/2" 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
<br />3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPOXY
<br />2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30. 10d
<br />6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED.
<br />2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS
<br />
<br />24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2"
<br />
<br />10 - 10d SPT22 715 8 - 10d
<br />12 - 10d SPT24 895 10 - 10d
<br />12-10d X 11/2"
<br />
<br />USP MANUFACTURING, INC.
<br />CON~ECTOR CAPACITY
<br />SYP SPF
<br />HTA16 1500 1500
<br />HTA16 1500 1500
<br />RT7 585 585
<br />RT3 550 475
<br />HTA2~18 1200 1120
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<br />FASTENERS
<br />
<br />FASTENERS
<br />
<br />13 - 10d x 11/2"
<br />13 - 10d x 11/2"
<br />10 - 8d X 1 1/2"
<br />8 - 8d X 11/2"
<br />10 - 10d X 11/2"
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<br />
<br />SHEET NO.
<br />
<br />6
<br />
<br />TRUSS END DETAIL
<br />
<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
<br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE
<br />THE PLATE OFF OF THE TRUSS.
<br />ALL EPOXY ANCHORS TO BE SIMPSON "SET" U.N,O.
<br />
<br />1245
<br />535
<br />605
<br />520
<br />
<br />OF
<br />
<br />25
<br />
<br />NOT TO SCALE
<br />
<br />[I]
<br />
<br />LAST PLOT DATE
<br />May 09, 2005
<br />
<br />TRUSS PLAN IV
<br />
|