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<br />Sent ..b~:P S
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<br />~u9-27-02 02:55PM
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<br />frOM 3525675688~
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<br />page 2/ 2
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<br />)=======<<<<C,M.F.-TRUSS>>>>====~~===
<br />Tu~ MdY 7 l4:20;33 20Q2
<br />T05 Family # : sgecial
<br />2 Top P~tch : 7/12
<br />Bot pitch : 10/12
<br />==8 ld(J,/1/190B),v1. 1 ======="" === ===::; =:= = ="" "'''''======;;=:== = == == === === ===== '" ==:= ==;;; ==="'=== ===;::=
<br />FORCES' GRAVITY LOADS R~ACTIONS - SIZE
<br />'5-16; 4761 2-16-'3232 5-13: 2319 8"0~-294 1=-1733 8.00
<br />16-1= 2360 2"5; 2442 5-12~-2389 9=-1733 8.00
<br />3-15= 2659 6-12; 792
<br />3-14:-191n h-"~ ~R
<br />4-14= 684 7-"=-598
<br />4-13=-949 7-10= 531
<br />
<br />=<<<<ACES-32 Ver. 1.1>>>>=======[ 028776
<br />Customer : SANDY-DEV,-LANUING~-APAR~,
<br />Project #: 4593B Truss,ID
<br />Span : 41-4 Quant~ty
<br />
<br />, -2=-2824
<br />2-3='6867
<br />3-4=-3172
<br />4-5--2292
<br />5.6='1733
<br />6-7,,-1849
<br />
<br />7-8;-2404
<br />8-9=-2546
<br />
<br />9.10= 2165
<br />10'11~ 1784
<br />11-12= 1363
<br />'2-13~ 2577
<br />13'14: 2740
<br />14- 15; 4547
<br />
<br />PROVIDE FOR 805 LBS UPLIFT AT JOINT 1 (0,46)
<br />PROVID! POR 80~ L8S UPLIFf AT JOINT 9 (O,4~)
<br />PROVIDE FOR 723 LBS HORIZ, REACTION AT JOINT 1
<br />PLATE OFFSETS (X;lEfT,Y=ToP): [j3=3.5,2], [j5;4,1.5], [j12=3,4,5l ,[j16=3,4.5],
<br />
<br />1-,4 ~-:-,?._.518 ,19-7
<br />3-7 2-1 4-11
<br />
<br />16-7-428-8 27-4-13
<br />F I I
<br />6-9-4 4-9-12 6-8-13
<br />
<br />34-1.-10
<br />I
<br />6-8-13
<br />
<br />41-4
<br />7-2-6
<br />
<br />1-4
<br />I I
<br />
<br />3)(6 SPL.
<br />
<br />3)(6 SPL.
<br />
<br /> 5K7
<br /> 4X8
<br /> 2
<br />4X6
<br />1-
<br />. 15 14 :1.3
<br /> 1. t;1 )(8 3)(4 6X6 :1.2
<br /> (18 GA) 6)(6
<br /> 6X6
<br />
<br />
<br />4)c4
<br />6
<br />
<br />Sandy Development Co,. Inc.
<br />. 12303 U,S, 301
<br />Dade City, Fl 33525
<br />
<br />
<br />11
<br />3X4
<br />
<br />110
<br />3X4
<br />
<br />
<br />.~-~ 4-8
<br />-8 10-7
<br />I I I
<br />-8 5-11
<br />L, HL PK:23-11-2
<br />LEFT HEIGHT:O-4-5
<br />
<br />3)(6 SPL.
<br />
<br />10-7-4
<br />16-7-4 24-8-8
<br />I I I
<br />6-9-4 6-1-4
<br />INTERNAL RISE:1-8
<br />SPAN;4l 4 RISE:12-S
<br />
<br />33-9-7
<br />8-9-15
<br />
<br />41.-4
<br />8-6-9
<br />R, HL TO PK :23-11-2
<br />RIGHT HEIGHT:O-4-S
<br />
<br />~~====;=======;~==~====WM~=~~====~;===~===========~~~:==__;===~~====~_==========
<br />
<br />LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
<br />L D TOP 7-B=O,950 TOP CHORD:2X4 No.2 19 SP
<br />TOP, 20 10 BOTT 14-15~O,791 BOT CHORD:2X4 No.1 19 SP
<br />BOTT U 10 LL.DEFL,@13=O,31 ~ Lj240 WEBS ;2X4 No.3 19 8P
<br />~===~===-==~========~===================~=================-===~~~====~=~=~~=====
<br />STR,INC,: LUMB = 1.25 PLATE = 1.25 SPACING: 24.0 in. 0, c.
<br />REPETITIVE STRESSES USED NO. OF MEMBERS = 1
<br />NnTF: PRovrDE FOR 0,41 IN. HORIZONTAL DISPLACEMENT AT ONE SEARING
<br />
<br />WEB 3-14; 4,13; 5-13; 6-12; 7-11; 7'10 BRACED at 1/2 POINTS AS SHOWN ABOVE
<br />WEB 5-12; 6-11 BRACED at 1/3 POINTS AS SHOWN ABOVE
<br />ote:Use lx4 or 2x3 Cant.Bracing conn,w/Z-8d ~ils,or T-brace of same size and grade as web conn, to narrow face w/lOd nails 6 in. o,c
<br />TRUSS HAS BSEN CHFr.~FD FOR 100 M.P,H, WIND LOAD. WALL HEIGHT 10 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 P9F,TOTAl D,L.(5~5) (sac),
<br />DEFL~eTrON(IN.) L.L~ O,31.D,L=O,31,T.l~O,62
<br />PLATES ARE MITEK M20-249,200 M1S-196,'52 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEl(EXC!~T AS SHOWN)
<br />PLAT~ MUST BE INSTALLED ON EA, FACE OF JOINT,SYMM~TRICALLY{EXCEPT AS SHOUN)DES]GN CONFORMS WINDS DESIGN SPECS, SSBC,ANSI/TPI-95
<br />TH]S DESIGN IS FOR TRUSS FABRICATION ONLY,FOR PERMANENT AND TEMPORARY BRACJNG(WHICH IS ALW~YS REQD)CONSULT BLDG ARCH]TECT ~ ENGINEER.
<br />
<br />~
<br />
<br />MAY 1 0 2002
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