HomeMy WebLinkAbout39764 MEADOWOOD LOOP Job Truss Truss Type Qty Ply
' 6998 A2 SCISSOR 8 1 A J's CONSTRUCTION
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11-6-0 23-0-0
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11-6-0 11-6-0
4x5-
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3x4 s 3x4�
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5x8-
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3x7= 2•00�TZ 3x7=
, 11-6-0 , 23-0-0 ,
11-6-0 11-6-0
2-0-0 23-0-0 2-0-0
LOADING(ps� SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.30 7/6 906 M20(20ga) 258/216
TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(fL) 0.55 7/6 490
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.29 5 Na
BCDL 10.0 Code SSBC Min Length/LL defl=360 Weight:101 (Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-7 on center puriin spacing.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD 1-8:4-9-9,7-8:4-9-9,6-7:4-10-11,5-6:410-11.
WEBS 2 X 4 SYP No.3
REACTIC�NS (Ibs/size) 1=937/0-8-0,5=937/0-8-0
Max Ho2 1=27(load case 2)
Max Uplift 1=-501(load case 2),5=-501(load case 3)
FORCES
TOP CHORD 1-2=-3324,2-3=-2427,3-4=-247.7,4-5=-3324
BOT CHORD 5-&=3169,6-7=3169,7-8=3169 1-8=3169
1AlEBS 2-8=112,2-7=-822,3-7=1235,4-7=-822,4-6=112
NOTES
1)This truss has been designed for the wind Inads generated by 100.0 m.p.h.winds at 15.0 feet above ground level,using 5.0 p.s.f.top chord dead load and 5.0
I p.s.f bottom chord dead load,30.0 miles from hurricane oceanline,an a category i enclosed building,of dimensions 45.0 by 24.0 with exposure C(SBCCl/ASCE
7-93). Lumber Increase= 1.33,Piate Increase= 1.33.No end verticals are exposed.
LOAD CASE(S) Standard
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MAR. 1 2 1996
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Job Truss Truss Type Qty Ply tj
6998 A1 FINK 1 1 A J's CONSTRUCTION � ��
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Plate Offsets(X,1�: [1:0-0-8,0-1-8] f
LOADING(ps� SPACING 2-0-0 CSI DEFL (in) (lac) Udefl PLATES GRIP �'
TCLL 20.0 Plates Increase 1.25 TC 0.00 Vert(LL) 0.00 / •"• M20(20ga) 258/216 t
TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 / "" �:
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horc(TL) 0.00 n/a '�
BCDL 10.0 Cade SSBC Min Length/LL defl=360 Weight:709(Ibs) i
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LUMBER BRACING '
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed i t
BOT CHORD 2 X 4 SYP No.2 BOT CHORD 3�:2-11-12,1-5:2-9-8,45:1-11-6. i �
, OTHERS 2 X 4 SYP No.3'Except• ; `
: A3 2 X 4 SYP No.2,A4 2 X 4 SYP No.2 i ;..
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FORCES �
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" NOTES I i�
_ 1)Gable requires continuous bottom chord bearing. ; (�
2)Gable studs spaced at 24 Inches on center. ' i
3)Gable studs exceeding 72 inches Iength to be laterally braced at midpoint.For studs exposed to wind,see MiTek"Standard Gable End Detail". !•
4)Studs ta be fastened with 2x4 M20 plates. � �
� � LOAD CASE(S) Standard II �
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