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<br />
<br />M id-State TrussCom pany
<br />
<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
<br />
<br />~ 8' A" BRG. WALL
<br />I I BEAM BY BUIDER
<br />I I NON BEARING WALL
<br />
<br />t~ ~ ~ VAULTED CLGS
<br />
<br />
<br />~ 10' A" FLAT CEILING
<br />~
<br />
<br />D 8' 0" FLAT CEILING
<br />
<br />~ANGER 5Ct-iEDULE
<br />
<br />~ SIMPSON HGUS210-2 6 SIMPSON
<br />
<br />8 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
<br />
<br />5.9
<br />
<br />------
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<br />~ 0
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<br />TRU66 END DETAIL
<br />
<br />r--------r-
<br />r--------
<br />
<br />----
<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 />~
<br />
<br />UPLIFT v ALUE5 4 CONNECTOR5
<br />
<br />ZONE
<br />[!] MWFRS
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<br />H D2A *
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<br />HD6A *
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<br />MTS12
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<br />
<br />UPLIFT CONN.
<br />< 14901BS. @
<br />< 14901BS. @
<br />< 11741B5. SEE 5E.1/S-7
<br />
<br />< 45018S. @
<br />
<br />I SEE SHEET S-7 FOR NOTES I
<br />
<br />UPLIt- CONNECTION CROSS-REFERENCE
<br />
<br />SIMPSON STRONG TIE USP MANUFACTURING, INC.
<br />
<br />CAPACITY FASTENERS CONI\ECTOR CAPACITY
<br />SYP SPF SYP SPF
<br />
<br />1810 9 - 10d x 11/2" HTA16 1500 1500
<br />1810 9 - 10d x 11/2" HTA16 1500 1500
<br />600 535 10-8d RT7 585 585
<br />455 320 8. 8d RT3 550 475
<br />1450 7 - 10d x 11/2" HTA20-18 1200 1120
<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 />1550/3325 ** 1550/2540 ** 20 -16d x 31/2" THD26 1875/3040 1580/2365
<br />13220/5970 ** 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 />FASTENERS
<br />
<br />13 - 10d x 11/2"
<br />13-10d x 11/2"
<br />10 - 8d X 11/2"
<br />8 - 8d X 1 1/2"
<br />10 - 10d X 1 1/2"
<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.
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<br />~
<br />/@
<br />/
<br />
<br />SHEET NO,
<br />
<br />0..
<br />0::
<br />o
<br />o
<br />w
<br />~
<br />o
<br />I
<br />(/')
<br />:::)
<br />'""
<br />o
<br />o
<br />~
<br />@
<br />
<br />6
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 01, 2005
<br />
<br />TRUSS LAYOUT I
<br />
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