HomeMy WebLinkAboutMiscellaneous - Exception (257)b3A189
T18
ROOFTRUSS
LOADING
(pen
SPACING
2-"
TOLL
50.0
Plates Increase
1.15
TCDL
7.0
Lumber Irl
1.15
BOLL
5.0
Rep Stress Incr
YES
BCDL
7.0
Code BOCAIANS195
LUMBER
TOP CHORD
BOT CHORD
OTHERS
�11
s
p4yt9 _` 10-1-14
8815 64s t 6
Ae =
1X4 II
19.1-14
10.144
CSI DEFL In (IGC) Vdd1
TC 4.29 Vert(LL) nla nla
8C 0.08 Verow Ma rya
WS 0,23 Horz(TL) 0.01 G rya
(Matrix) 1st LC LL Mn tldefl = 240
BRACING
PLATES
M1120
Weigh Y61b
2 X4 SPF No,2 TOP CHORD Sheathed or 8.00 Oo pudkts.
2 X4 SPF N0.2 BOT CHORD Rigid WOOD diMdIY *POW Or 10.40 oO bracing.
2 X 4 SPF NO,2 WEBS 1 Row at mtapt D -J
(lblsm9) A=49/10.1-14, G=M19-1-14, Y-381111-1.14, IONW19-1-14, LJ64J19.1-11d, WSAO 1MAA, H■"1(l.i.i4
Max Horz Aa-248(load cases 2)
Max Uplift An-100(k)ad Case 2), Ge•57(loaid case $), Ka2550aad case 4), L-199(IOed Orae 4), k 2540md me 5). H=2oo(IW cap® S)
MaX GraV A2249(bad Cans 4), GR221(load Case 5), Ja381 OW CBM 1). K-WIQW case 6), L--464(k;ad case 1), ta-SWIoed csoe ;n,
H-484poed case 1)
FORCES (ib) - First Load Cass Orgy
TOP CHORD A-Bx13, H -C -270, C43--279, D4==-279, E -F=-270, F -G± -W
BOT CHORD A-LM8Y, K-LR82, J-Ke82, I-Ja82, H4wW. G44uW
WEBS 0,1-287, C K-489, B -L-400, E-1-469, F -H-400
NOTES
1) This t%" has been OhaCW for unb"tMd Ipad =wMmes.
2) 17" tnma 1188 teen deaipned for r* wino bade gaff 8I0d by 90 nlph Wuae at 50 R above ground Wo, using 0,0
PO top dOl dead load and a.0 psf bottom d Wx dead loud, in Ula pada and roof none on an ooalpanry ak"o y
[I.00ndMW I GWOSW bUBdrng, with expo" B ASCE 7.0 per ROCAIANS195 k end vWbCals MW M" aro na
to Wind. V cardAavin exW, they are eXpossd to wind. If pordles GOAL dwey are not exposed t2 wind,
T"*
lumber DOL RIO ssas Is 1.33, and the prate gnp mamas Is 1.33
3) • This truss has been designed for a live bad of 20,ppsf on Ute boUom dlord in all areas with a deararm groater
then 3.88 beIMPeen the bottom OWO and"other members.
4) Provide marl MICal qon MOM (bY orders) Of rotas tO bearing tUe Capable of VvIft adding 100 Ib uplift at joint A.
37 Ib upM at jok11 G, 265 b uPli t at joint K,199 b uplift at joint L. 234 b uplift at joint I and 240 b Voir st joint H.
5) Non Standard bearkg Midiflon, RmMM M"red
'"�Thla trtrae Iteoe been da9lynad tMih AN3VTP1 1-1895 CrlOerle-
LOAD CASE(S) Standard
MfTEK CANADA, INC, GENERAL ""'
® MiTek Canada, Inc.
SPECIFICATION fU.8 AR DATED IS. P L 1, 1997 ,,,
FDRM AN iNTI:GRAI. PART OF THIS. D>t,�.ICN �� � 100 Industrial Rd„ P.O. Box 132Q
11166(rd, OntariA. L3Z 2B7
6 d b�b6090i00 'ON/00:8 '1S/80:8 HN lZ £ (lad)
U1016828
Stale .1:88.9
GRIP
1971144
February 13,2003
LOADING AND DIMENSIONS
SPECIFIED BY FABRICATOR,
_ SUBJECT TO VERIFICATION DY
o�raH.X AUTHORITIES IN JURISDICTION.
Nodi
0
52.00 11 1X4 11
1X4 II
C
E
1x4 II
4z4 II
FG
Aa
L K J 1 H'4M ♦�
3x4 /i U4 II Sas = 1x4 11 1x4 II
1X4 II
19.1-14
10.144
CSI DEFL In (IGC) Vdd1
TC 4.29 Vert(LL) nla nla
8C 0.08 Verow Ma rya
WS 0,23 Horz(TL) 0.01 G rya
(Matrix) 1st LC LL Mn tldefl = 240
BRACING
PLATES
M1120
Weigh Y61b
2 X4 SPF No,2 TOP CHORD Sheathed or 8.00 Oo pudkts.
2 X4 SPF N0.2 BOT CHORD Rigid WOOD diMdIY *POW Or 10.40 oO bracing.
2 X 4 SPF NO,2 WEBS 1 Row at mtapt D -J
(lblsm9) A=49/10.1-14, G=M19-1-14, Y-381111-1.14, IONW19-1-14, LJ64J19.1-11d, WSAO 1MAA, H■"1(l.i.i4
Max Horz Aa-248(load cases 2)
Max Uplift An-100(k)ad Case 2), Ge•57(loaid case $), Ka2550aad case 4), L-199(IOed Orae 4), k 2540md me 5). H=2oo(IW cap® S)
MaX GraV A2249(bad Cans 4), GR221(load Case 5), Ja381 OW CBM 1). K-WIQW case 6), L--464(k;ad case 1), ta-SWIoed csoe ;n,
H-484poed case 1)
FORCES (ib) - First Load Cass Orgy
TOP CHORD A-Bx13, H -C -270, C43--279, D4==-279, E -F=-270, F -G± -W
BOT CHORD A-LM8Y, K-LR82, J-Ke82, I-Ja82, H4wW. G44uW
WEBS 0,1-287, C K-489, B -L-400, E-1-469, F -H-400
NOTES
1) This t%" has been OhaCW for unb"tMd Ipad =wMmes.
2) 17" tnma 1188 teen deaipned for r* wino bade gaff 8I0d by 90 nlph Wuae at 50 R above ground Wo, using 0,0
PO top dOl dead load and a.0 psf bottom d Wx dead loud, in Ula pada and roof none on an ooalpanry ak"o y
[I.00ndMW I GWOSW bUBdrng, with expo" B ASCE 7.0 per ROCAIANS195 k end vWbCals MW M" aro na
to Wind. V cardAavin exW, they are eXpossd to wind. If pordles GOAL dwey are not exposed t2 wind,
T"*
lumber DOL RIO ssas Is 1.33, and the prate gnp mamas Is 1.33
3) • This truss has been designed for a live bad of 20,ppsf on Ute boUom dlord in all areas with a deararm groater
then 3.88 beIMPeen the bottom OWO and"other members.
4) Provide marl MICal qon MOM (bY orders) Of rotas tO bearing tUe Capable of VvIft adding 100 Ib uplift at joint A.
37 Ib upM at jok11 G, 265 b uPli t at joint K,199 b uplift at joint L. 234 b uplift at joint I and 240 b Voir st joint H.
5) Non Standard bearkg Midiflon, RmMM M"red
'"�Thla trtrae Iteoe been da9lynad tMih AN3VTP1 1-1895 CrlOerle-
LOAD CASE(S) Standard
MfTEK CANADA, INC, GENERAL ""'
® MiTek Canada, Inc.
SPECIFICATION fU.8 AR DATED IS. P L 1, 1997 ,,,
FDRM AN iNTI:GRAI. PART OF THIS. D>t,�.ICN �� � 100 Industrial Rd„ P.O. Box 132Q
11166(rd, OntariA. L3Z 2B7
6 d b�b6090i00 'ON/00:8 '1S/80:8 HN lZ £ (lad)
U1016828
Stale .1:88.9
GRIP
1971144
February 13,2003
LOADING AND DIMENSIONS
SPECIFIED BY FABRICATOR,
_ SUBJECT TO VERIFICATION DY
o�raH.X AUTHORITIES IN JURISDICTION.
Nodi