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<br />Mid-State TrussCom pany
<br />
<br />TM
<br />
<br />Serving Florida Builders Since 1910
<br />
<br />3125 Reynolds Rd., P.O. Box 1606
<br />Eaton Park, Florida 33840
<br />863-665-1309/ 1-800-940-8787
<br />
<br />~ 8' 0" BRG. WALL
<br />
<br />10' 0" BRG. WALL
<br />
<br />f BEAM BY BUIDER
<br />I NON BEARING WALL
<br />
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<br />~
<br />
<br />VAULTED CLGS
<br />
<br />10' 0" FLAT CEILING
<br />
<br />CJ
<br />
<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 />7
<br />
<br />:~
<br />
<br />8' 0" FLAT CEILING
<br />
<br />UPLIFT VALUES & CONNECTORS
<br />
<br />HANGER SCHEDULE
<br />
<br />6 SIMPSON HGUS210-2 6 SIMPSON
<br />
<br />6 SIMPSON ~ SIMPSON
<br />
<br />STANDARD ROOF HANGERS ARE SIMPSON HUS26
<br />STANDARD FLOOR HANGERS ARE SIMPSON HHUS46
<br />UNLESS SHOWN OTHERWISE
<br />
<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 />12
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<br />5.9
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<br />TRUSS END DETAIL
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<br />HETA16
<br />HETA20
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<br />H10
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<br />HTT22
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<br />HUS26
<br />HUS28
<br />MTS12
<br />MTS16
<br />MTS20
<br />MGT
<br />LGT2
<br />HGT-2
<br />
<br />UPLIFT CONN.
<br />< 14901BS. @
<br />< 14901BS. @
<br />< 11741BS. SEE 5E.1/S-7
<br />
<br />< 4501BS. @
<br />
<br />I SEE SHEET S-7 FOR NOTES I
<br />
<br />UPLIFT CONNECTION CROSS-REFERENCE
<br />
<br />SIMPSON STRONG TIE
<br />CAPACITY
<br />SYP SPF
<br />1810 9 - 10d x 1 1/2"
<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 TD2 3435 2954 2 - 5/8" DIA. BOLTS
<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
<br />1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8 - 10d
<br />550/3325 ** 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 1 1/2" 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 WI 5" EMBED WI 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" 1
<br />
<br />FASTENERS
<br />
<br />USP MANUFACTURING, INC.
<br />CON~ECTOR CAPACITY
<br />SYP SPF
<br />HTA16 1500 1500
<br />HTA16 1500 1500
<br />RTl 585 585
<br />RT3 550 475
<br />HTA20-18 1200 1120
<br />
<br />FASTENERS
<br />
<br />13 - 10d x 11/2"
<br />13 - 10d x 11/2"
<br />10 - 8d X 11/2"
<br />8-8dX11/2"
<br />10 - 10d X 11/2"
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<br />1245
<br />535
<br />605
<br />520
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<br />"X" HTS 20 1450
<br />SP1 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.
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<br />SHEET NO.
<br />
<br />6
<br />
<br />OF
<br />
<br />22
<br />
<br />LAST PLOT DATE
<br />May 09, 2005
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<br />TRUSS PLAN IV
<br />
|