HomeMy WebLinkAboutMiscellaneous - Exception (290)T18 I ROOF TRUSS
LOADING (psf)
TCLL 50.0
TCDL 7.0
$CLL 5.0
BCDL 7,0
LUMBER
TOP CHORD
BOT CHORD
OTHERS
7815 1&1.14
78,b -- - 74Lts
46 -
C
•. v r
1x4 II 1x4 II 1x4 11
, 15.1.14
SPACING 2-" cal
Pla m iociwi a 1.15 TC 0.28
Lumber Increaoe 1,15 BG 0.12
Rep Stress Ina YES WS 0.27
Code BOCAIANSI25 (Matrix)
2X4SPF No.2
2 X4 SPF N0,2
2X4SPF N0.2
Fop 1314:0243 2003 Pape 1
DEFL In (Ice) Ude" PLATES
Vemu) Na Ma Hi20
Vot(TL) Na - Ma
Horz(TL) 0.00 E n1a
1 at LC LL Min Vde11 a 240 Weight: SB Ib
i
BRACING
TOP CHORD Sheathed or 84-0 ac pudlns,
BOT CHORD Rigid Calling (1iriACUy a0led 0r 10-" oc bradng,
(ItY60) A=25011&1-14, E=~25W S-1.14, (3a986hb-1.14, H-SWIS-1.14, F-SSUISI-14
Max Horz A=104W OW 3)
Max Uplift A■-430oald case 2), E=-1 Mwd cede 3), 14— 242(100 0100 4), F=249(load case 5)
MAX Gran A-250000 rase 1), E•250(kM Case 1), G■38NIcad case 1), H8580(load case S). F=580(lMd Cana 7)
FORCES pb) - First Lead Case Only
TOP CHORD A-8=32, B�C--276, 0276, D4:=-228
BOT CHORD A-Hn84. GI P*4, F-G"K, £-Fw84
WEBS 0-0=-298, B+t-4W. D-Fs436
NOTES
1) This truss has been checked for unbalanced Wding 00ndito G.
2) This rotas has been dealgneQ for ate wind blade generated by 90 mph winds at 60 ft above grwid Mvp1, using 8.0
psf top chord deed load and 8.0 pef Ina torn ohad dead load. in the gable end root aurae gpr
on an oomgwnay cetey
11, cond'�tion I andCead braking, with ex va" B ASCE 7-98 per BOCIVANWB� N end wrkft oft they are not
exposed to wind. N andWArz a" d" an axppeed to wind. If porches eId>Ii, they are not 00owd to Wnd.
The lumber IDOL Massae Is 1.33. and to pWo 9dp Massae Is 1.33
3) • This tri+d® ha8 bolo designed far A Ewa bad 0f:20.0W M the boliom chord in all areas with a datartoe greater
IMAM 34K beM een the bottom dad OW MW 00w members.
4) PrCNidA M6&&AiCW MV16 40rt (by COWS) 0f rouse t0 bsanng plats MUM of withstanding 43 tb uplM of joint A,
10 Ib uplM at )obit E. 249 ib uplift at joint H and 249 Ib uplift at joint F.
6) Non Standard bewft condition. Review required,
8) This tnMB hM INMIN dasignas UM ANSVrF4 I-1995 altena.
CASE($) Standard
V101632e
&A%=1:66.3
GRIP
1971144
February 13,2003
MITEK CANACIAL MiTek Canada, Inc. LOADING AND DIMENSIONS 1
SPECIFICATIONS (IJA A.) DATER.AP.I LJ— 92Z SPECIPIEO SY FABRICATOR,
FORM AN IN GRAIL PART OF THIS DESIGN 100 Industrial Rd.. P.O. Box 1329 SUBJECT To VERIFICATION BY
iiradfiurd (hltario. L3Z 2B7 AUTHORITIES IN JURISDICTION.
l l d t�t6090iSS 'ON/59: 8 'iS/69: 8 HN lZ £ 0 ag) WOd�