616 TIMBER BRIDGE LN - TRUSSES (2) To6 I Truss —Truss Type Qt1' Pty
7103 T15 HALF HIP SUPPORTED 1 1
Job Reference(optional)
Guiding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 302015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27.08:38:333015 Page 2
ID:yc?mdtwzXKngCphrm5?OyazEeSX-o?cge104zUgEkseJULY5?Oowl?g2_SuKgOUpBgzCMoq
NOTES-
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 1,35 lb uplift at joint 33,11 lb uplift at joint 20,40 lb uplift at joint
34,23 lb uplift at joint 35,72 lb uplift at joint 36,54 lb uplift at joint 32,42 lb uplift at joint 31,47 lb uplift at joint 29,44 lb uplift at joint 28,45 lb uplift at joint 27,45 lb uplift at
joint 26,45 lb uplift at joint 25,45 lb uplift at joint 24,44 lb uplift at joint 23,48 lb uplift at joint 22 and 23 lb uplift at joint 21.
11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job ,Truss Truss Type Qty Ply
I A0030052
7103 T16 I-(ALF HIP i 7 1
I Job Reference(optional)
10-1-2 ID:yc?mdt zXKngCphnn5?QyazEeSX-GBA2s51jkny5M0CV223KXbLuRPg8j16J�2015 Page 1 p
Sulking Component Supply,Green Cove Swings.FL Run:7.620 s r 30 2015 Print 7 620 s Apr 30 2015 MiTek Industries,Inc. Wed May 27 08:38:34 gg
�I�1j7zCMOp
3-4-15 6-9-8 10-1-8 12-10-9 15-10-3 18-9-14 21-11-4
3-4-15 i 3-4-9 ( 3-4-0 2-9-1 2-11-10 2-11-10 3-1-6
Scale=1:37.7
3.00 I 12
3 x 4 I I
3
3x5 r x10= 3x4 2x4 II 3x4 3x6 3x8
2 23 5 246 7 8 9
201r —T2_ — •
1 _ ��M �_ M
gm► 16 15 14 13 12 11 1U
4x6- 4 x 5= 3 x 4 I I 7x14 MT20HS= 3x8= 3x6= 3x8= 2x4
Special
0-5-8(0-1-8)3�r 8 I 0-5-8(0-1-8)
1126#/-252# 992#/-251#
10-1-2 10-1-2
3-4-15 6-9-8 10-1-8 12-10-9 15-10-3 18-9-14 21-11-4
3-4-15 3-4-9 3-4-0 2-9-1 2-11-10 2-11.10 I 3-1-6
Plate Offsets(X,Y)-- [1:0-3-2,0-8-4),[1:0-0-0,0-1-11],[4:0-4-4,0-3-4],[7:0-1-12,0-1-8],[8:0-2-0,0-1-8],[9:0-2-12,0-1-8],[11:0-2-12,0-1-8],[12:0-2-0,0-1-8],[13:0-1-8,0-1-8]
LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.53 13-14 >491 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.93 13-14 >281 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress lncr NO WB 0.70 Horz(TL) 0.12 10 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.32 13-14 >826 240 Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except" TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except
T2:2x4 SP SS end verticals.
BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-6-4 oc bracing.
WEBS 2x4 SP No.3*Except* q _ -
P MiTek recommends that Stabilizers and required cross bracing
W4,W8:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
WEDGE Installation guide.
Left:2x4 SP No.3
REACTIONS. (lb/size) 10=992/0-5-8 (min.0-1-8),1=1126/0-5-8 (min.0-1-8)
Max Horz 1=75(LC 12)
Max Upliftl0=-251(LC 9),1=-252(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-20=-2970/764,20-21=-2941/767,2-21=-2938/767,2-3=-518/115,4-15=0/91,3-4=-52/35,4-22=-5792/1496,
22-23=-5792/1496,5-23=-5792/1496,5-24=-5329/1331,6-24=-5329/1331,6-7=-5329/1331,7-8=-4240/1040,
8-9=-2453/613,9-10=-942/251
BOT CHORD 1-16=-809/2839,15-16=-1365/5030,14-15=-1482/5456,13-14=-1500/5804,12-13=-1040/4240,11-12=-613/2453,
10-11=-27/105
WEBS 2-16=-129/632,2-4=-2347/651,4-16=-2301/583,4-14=-230/516,5-14=-139/105,5-13=-565/222,6-13=-163/77,
7-13=-323/1154,7-12=-586/172,8-12=-464/1893,8-11=-810/235,9-11=-621/2489
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 21-9-8 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 251 lb uplift at joint 10 and 252 lb uplift at
joint 1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)397 lb down and 117 lb up at 7-0-4
on top chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-3=-67,4-9=-67,10-17=-13
Continued on page 2
Job Truss
T16
Hruss Type Qty Ply Aoo3oos2
7103 ALF HIP 7 1
Job Reference(optional)__
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:34,2015 Page 2
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LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:22=-375
Tti - 'Truss Type Qty Pry
, A0030053
7103 'T17 ------Hip Girder 1 1 Job Reference(optional)
Buiding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s AApprr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:348015 Paappe�1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-GBA2s51jkny5M0CV223KX�vn jIBT29DNj7zCMap
12-1-2 4-5-12 8-8-0 11-9-12 13-1-12 14-5-12 17-7-8 22-7-8
TTT
4-5-12 4-2-4 3-1-12 l 1-4-0 1 1-4-0 + 3-1-12 5-0-0
4x5= Scale=1:472
NAILED 2x4 9 38 2x4 NAILED
4x10 4x5=--
7 'i Ir! 11 I 4x5--
I T3` - � IL.o. T3 4x10 LED
4 3 'LED r��. 28
6.00112 .. ?!i I ∎Ylt iZ'aimmielis_ X%.
t6, ' = 2x4 11 1
3x4 / 6
NAILED 3 / 4
4x10
2 ` s
1 ZtI /I' N
all ill. 111 AM
� ----- I • - --_.. I Ii--------__.:S'.ul∎dIl♦Ili.
27 2820 29 30 19 31 18 17 32 33 16 34 35 3615
NAILED NAILED _-NAILED NAILED NAILED NAILED
2x4 3x4 3x8 MT2OHS 3x5 = 5x6 II
7x10 t�utFp
0-3-8(0-2-4) NAILED NAILED NAILED 3x8-- NAILED WI-R-2-7)
192W11163ft 2053 fh.1328#
4-5-12 8-8-0 13-1-12 17-7-8 22-7-8
4-5-12 4-2-4 4-5-12 4-5-12 5-0-0
Plate Offsets(X,Y)-- [4:0-7-0,0-2-01[5.0-3-11,0-2-41[12:0-0-13,0-2-4],[13:0-7-0,0-2-01(15:Edge 0-3-8],[16:0-2-0,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.20 19-20 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0,28 19-20 >970 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.70 Horz(TL) 0.07 15 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:153 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except
T1:2x4 SP SS end verticals.
BOT CHORD 2x4 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing.
B2:2x4 SP No.2 JOINTS 1 Brace at Jt(s):8
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x6 SP No.2 1-6-15 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1928/0-3-8 (min.0-2-4),15=2053/0-5-8 (min.0-2-7)
Max Horz 1=127(LC 7)
Max Uplift 1=-1163(LC 8),15=-1398(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-728/374,2-25=-2951/1830,3-25=-2867/1795,3-4=-2551/1727,4-5=-2146/1540,5-6=-1614/1194,6-8=-1614/1194,
8-10=-1614/1194,10-12=-1614/1194,12-13=-2146/1540,13-26=-1793/1312,14-26=-1903/1301,14-15=-1757/1183,
5-37=-626/422,7-37=-594/418,7-9=-583/449,9-38=-547/446,11-38=-593/452,11-39=-594/416,12-39=-624/421
BOT CHORD 1-27=-1589/2489,27-28=-1589/2489,20-28=-1589/2489,20-29=-1589/2489,29-30=-1589/2489,19-30=-1589/2489,
19-31=-1506/2284,18-31=-1506/2284,17-18=-1506/2284,17-32=-1104/1640,32-33=-1104/1640,16-33=-1104/1640,
16-34=-46/66,34-35=-46/66,35-36=-46/66,15-36=-46/66
WEBS 3-20=-90/324,3-19=-288/117,4-19=-504/745,4-17=-248/100,8-17=-121/227,13-17=-500/781,13-16=-206/93,
14-16=-1188/1769,8-9=-261/332,6-7=-93/78,10-11=-90/75
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1163 lb uplift at joint 1 and 1398 lb uplift at
joint 15.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-60,4-5=-60,12-13=-60,13-14=-60,15-21=-20,5-9=-60,9-12=-60
Continued on page 2
I
Job Truss Truss Type .Qty - .Ply A0030053I
7103 117 I Hip Girder 1 1 Job Reference(optional)
-
Building Component Supply,Green Cove Springs,FL Run:7 620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Mirek Industries,Inc.Wed Ma y 27 08:38:34 2015 Page 2
I D:yc?mdtwzX Knq C ph rm5?QyazEe SX-G BA2s51 t kn y5 MOC V223 KXb L yn Po Hj I BT 2g D N17zC Mq p
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:18=-201(B)7=-31(B)25=-128(B)26=47(B)27=-91(B)28=-154(B)29=-214(B)30=-169(B)31=-201(B)32=-201(B)33=-201(B)34=-172(B)35=-219(B)36=-159(B)
37=-31(B)38=-31(B)39=-31(B)
Job Truss Truss Type •Qty Ply
A0030054
7103 T18 Half Hip Girder 1 1
Job Reference(optional)
Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Wed May 27 08:38:36 2015 Page 2
ID:yc?mdtwzXKngCphrrn5?QyazEeSX-CaloHm3zGPCpbKMu9T5od0QHvC WkBbMmly_Tn?zCM0n
NOTES-
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-13=-60,28-31=-20,26-27=-20,23-25=-20,20-22=-20,17-19=-20,14-15=-20
Concentrated Loads(lb)
Vert:2=-33(B)6=84(B)13=-121(B)8=84(B)30=-29(B)24=-42(B)7=84(B)23=-42(B)32=-33(B)33=-33(B)34=-33(B)35=97(B)36=84(B)38=84(B)39=97(B)40=97(B)
41=55(B)42=55(B)43=55(B)44=55(B)45=55(B)46=55(B)47=97(B)48=-110(B)49=-179(B)50=-29(B)51=-29(B)52=-29(B)53=-31(B)54=-42(B)55=-42(B)
56=-42(B)57=-31(B)58=-31(B)59=-51(B)60=-51(B)61=-51(B)62=-51(B)63=-51(B)64=-51(B)65=-31(B)
jTruss TrussType Qty Ply A0030058
7103
Buddn Component T20 Half tip 1 1
Job Reference(optional)
Budding ponent Supply,Green een Cove Spdrtps,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Wed May 27 08-38:38 2015 Pa e 1
I D:yc?mdtwzXKngC phrm5?QyazEeSX-8ZQZh S4 DoOTXre WGHu8GiRVawecii9C33z1 BasuzC Mol
10-1-2
5-58 10-7-8 13.11-0 12-111.5.0 20-7-0 , 24-9-0 27-4-4 29-11-8 37-0.8 42-1-8 45-1-0
558 5-2-0 I 33.8 } 2-6-0 - 4-2-0 4-2-0 2-7-4 . 2-7-4 7-5-0 4-9-0 2-11-8
Scale=1:79.5
5x8=
6.00 FIT 4x5 - 4x5- 3x6-= 3x8= 3x6
4 34 5 6 35 7 36 8 9 10 11 3712 3x5 13 4x5-14
T3-_-_.._. T4 - . .. _ 3 .
3x5 _ _ - -\ � i
3x6 r •l \T7 :7
2 32 ` 1 W14 W W:Z/1.4 N
`J 4x5. •• `b �5
41 1 e'-' - �a 13 W13 _ :wow
a � + �L- 26 23 22 21 3x5= 16 15
15,
t - °1 - 5x8 5x8 - 3x8 5x8
31 30 29 ((28
1101204# 3x5 3x8 5144#//---7415# 032#1273#
70.7-2 12-1-2 12-1-2
16-5-0
5-5-8 10-7-8 13-11-013-11$ , 2430 27-4-4 29-11-8 3748 _ 42-1-8 , 45-1-0
-Plate Offsets(X,Y)-- [4:0-6-0,0-2-8],[20:0-2-12,0-2-8],[24:0-2-12,0-2-8],[25:0-2-12,0-2-12],[27:0-2-8,0-2-8]
2a-4 y-so= 4-9-0 2-11-8
ssa sz•o 3-3-8 a z s=a
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.18 24-25 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.49 24-25 >764 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.06 15 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) i Weight:348 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B2,B4,B8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing
W6,W10:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
, Installation guide. -
REACTIONS. (lb/size) 15=1027/0-5-8 (min.0-1-8),31=42/0-5-8 (min.0-1-8),27=2514/0-5-8 (min.0-2-15)
Max Horz 31=302(LC 12)
Max Uplift15=-273(LC 12),31=-204(LC 22),27=-741(LC 12)
Max Grav15=1032(LC 22),31=110(LC 9),27=2514(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-117/321,2-32=-104/330,32-33=-99/341,3-33=-98/348,3-4=-188/630,4-34=-343/1136,5-34=-343/1136,
5-6=-187/631,6-35=-186/623,35-36=-186/623,7-36=-186/623,7-8=-901/282,8-9=-901/282,9-10=-893/281,
10-11=-1252/401,11-37=-1271/408,12-37=-1271/408,12-13=-1271/408,13-14=-1132/357,15-17=-993/342,
14-17=-960/354,1-31=-86/249
BOT CHORD 30-31=-330/174,29-30=-287/47,28-29=-31/9,27-28=0/37,5-27=-1249/453,26-27=-213/0,25-26=-5/27,6-25=-192/131,
24-25=-115/267,23-24=0/44,9-24=-215/130,22-23=-141/0,21-22=-65/53,20-21=0/45,11-20=-346/205,19-20=-357/1132
18-19=-10/33,17-18=-40/56,16-18=0/33,15-16=-23/30
WEBS 3-30=-28/292,3-29=-539/342,4-29=-242/761,27-29=-602/122,4-27=-1400/555,25-27=-1045/396,5-25=-366/1179,
7-25=-1368/473,7-24=-263/1007,13-20=-62/169,13-19=-602/332,14-19=-423/1340,1-30=-335/190,10-22=-475/163,
22-24=-247/1038,10-24=-207/68,20-22=-254/956,10-20=-215/654
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=6ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-14,Interior(1)4-7-14 to 10-7-8,Exterior(2)10-7-8 to
17-0-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 273 lb uplift at joint 15,204 lb uplift at joint
31 and 741 lb uplift at joint 27.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A0030058
7103 T22 Roof Special 1 1
;Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed May 27 08:38:392015 Page 1
19-9-6 ID:yc?mdtwzXKngCphrm5?QyazEeSX-c9zxvo5rZKbOSn5TgbtVEf2n 2§,g)_7CQyx8OKzCMpk
1-0-T -4 4-4-8 5-1-0 10-7-4 16-5-0 20-5-0 21-5-12 24-6-12 30-0-10 32-7-0 35-6-8
0-10-4 4-4-8 0-8-8 5-6-4 5-9-12 4-0-0 1-0-12 3-1-0 5-5-14 2-6-6 2-11-8
5x6 Scale=1:67.1
6.00112 3x4 3x6 6x6
2 3 30 4 31 5 6 32 7
29 .. = r _ 5x8=
/ j !8 3x4= 10
4x5
1 /� 33 \
r\ ry .3
E
VA I Y
'
V 0 w11 12 118&113 -
a
-- gg o% B6 >� �] 4
. 1 1 /
4 B3 m W7=- ,8 14_,- g7 1
17 18
ti; 22 21 37 20 15 12 3x4 I 9
9 rI4 3523 5x8-- 36 4x5 3x4= 3x6 - N
4x5 3x6-- 4x10- 4x5--
c 3x4-_
2726 25
0-7-0(0-1-8) 0-58349-2-0) 0-5-8(0-1-8)
75#/-50# 1690#/-455# 1236/4-325#
17-9-6 19-9-6 19-9-6
-0-9-14 4-4-8 4-6-0 10-7-4 16-5-0 20-5-0 21-5-12 24-6-12 32-7-0 I 35.6-8 I
0-9-14 4-4-8 0-0-8 6-2-4 5-9-12 4-0-0 1-0-12 3-1-0 8-0-4 2-11-8
Plate Offsets(X,Y)- [3:0-3-0,0-2-0],[7:0-4-12,Edge],[11:0-2-8,0-1-8],[13:0-3-4,0-2-0],[18:0-2-8,0-0-8],[19:0-2-8,0-2-8],[24:0-3-4,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.29 14-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.75 14-16 >502 180
BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(TL) 0.12 11 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:301 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except
BOT CHORD 2x4 SP No.2'Except* end verticals.
B1:2x6 SP No.2,82,85:2x4 SP No.3,B4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 10-11,5-21
W13:2x4 SP No.2 T-Brace: 2x4 SP No.3-4-22,9-13,1-25,3-24,7-19
OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer '
Installation guide._
REACTIONS. (lb/size) 11=1224/0-5-8 (min.0-1-8),27=43/0-7-0 (min.0-1-8),24=1610/0-5-8 (min.0-2-0)
Max Horz 27=54(LC 11)
Max Uplift/1=-325(LC 12),27=-50(LC 24),24=-455(LC 12)
Max Grav11=1236(LC 18),27=75(LC 11),24=1690(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-28=-37/106,28-29=-31/155,2-29=-23/165,2-3=-9/99,3-30=-756/340,4-30=-756/340,4-31=-1225/502,5-31=-1225/502,
5-6=-1220/499,6-32=-1220/499,7-32=-1220/499,7-8=-1485/546,8-33=-1561/505,9-33=-1561/505,9-10=-58/0,
11-13=-1177/435,10-13=-135/74,1-26=-77/152
BOT CHORD 26-27=-69/53,25-26=-70/54,24-25=-88/214,2-24=-275/220,24-34=-35/65,34-35=-35/65,23-35=-35/65,22-23=-35/65,
21-22=-57/347,21-36=-58/309,20-36=-58/309,18-20=0/80,19-37=-383/1039,18-37=-383/1039,17-18=-441/1304,
16-17=-512/1570,15-16=-353/956,15-38=-353/956,14-38=-353/956,13-14=-325/1059,12-14=-15/10,11-12=-127/0
WEBS 3-22=-399/1227,4-22=-938/418,7-17=-129/592,8-17=-566/149,8-16=-407/265,9-16=-224/890,9-13=-1350/530,
1-25=-222/142,19-21=0/204,5-19=-344/212,3-24=-1168/367,7-19=-190/54,19-22=-200/478,4-19=-252/748
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCOL=5.0psf;h=25ft;B=45ft;L=36ft;eave=5ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-6,Interior(1)3-8-6 to 5-1-0,Exterior(2)5-1-0 to 24-6-12,
Interior(1)24-6-12 to 35-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 11,50 lb uplift at joint 27
and 455 lb uplift at joint 24.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
rTob rruss Truss Type Qty Ply
A0030059
7103 T23 Roof Special
1
i Job Reference(optional) 2015 Buidnp Component Supply,Green Cove Springs,FL Run:7.620 s
mdt✓AZ r 2015 Print:7.620 s
hrmS ayazEeSX 2015 Welt Industries,Inc,Wed 8:3839 8OKz Page k 2
LOAD CASE(S) Standard
I
-- — --- Py
Job Truss Truss Type ,Dty a
A0030060
17103 T24 I Roof Special 1 1
Rune z62 Job Reference(optional)
Guidry Component Supply,Green Cove Springs,FL 0 s Apr 30 2015 Pnnt.7.620 s Apr 30 2015 J686 Industries,Inc Wed May 27 0838:40 ghw Page 1
12-1-220_1_8 ID:yC?mdtwz)C KngCphnnS?QyazEeSX-5LXJ686TKdjE4xgfOJAknsa_3gtd71[IYJy�cghwmzCNbj
12-1-2 4-6-8 8-9-8 13-1-10 -f 17-2-4 -. 22-108 _ __ 28-3-4 _. - 32-3-8 I 35-3-0 I
4-6-8 4-3-0 3 4-4-2 4-0-10 2-11-4 2-9-0 5.4-12 4-0-4 2-11-8
6.00 FI2 25 28 8 7 rki Scale=1:63.1
24 / — 29
23 2 T1. \ 6
2x4 II
1 / / 5x8= 4x5=
j )1 VW12 l'
/ \, \ /7 .:6 12 B,
B I■i g2. 15 14 13 2x4 I TM 9
22 30 31 21 32 20 33 1%x8 I 18 =
10 Z11
3x8= 3x6 3 0-5-4(0-2-1) 2x4 II 2x4 I 0-5$(0.118)
1763#/-425# 5` */-151#
USP JUS24
12-1-2 12-1-2 12-1-2
8-9.8 { 17-2-4 17-4-1420-1-8 22-10-8 28-3-4 32-3-8__- , 35-3-0
8-9-8 8-4-12 0-2-10 2-8-10 2-9-0 5-4-12 4-0-4 2-11-8
Plate Offsets(X,Y)-- [3:0-3-0,0-2-0],[5:0-3-0,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.20 21-22 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.42 21-22 >487 180
BCLL 0.0 • Rep Stress lncr YES WB 0.55 Horz(TL) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:263 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-19
OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-2-21,3-21,4-19,6-17,2-22
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,bin o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer '
Installation guide.
REACTIONS. (lb/size) 9=562/0-5-8 (min.0-1-8),19=1702/0-5-4 (min.0-2-1),22=533/Mechanical
Max Horz 22=-131(LC 10)
Max Uplift9=-151(LC 12),19=-425(LC 12),22=-158(LC 12)
Max Grav9=565(LC 22),19=1763(LC 18),22=630(LC 23)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-23=-74/60,2-23=-15/71,2-24=-350/210,3-24=-295/227,3-25=-263/234,25-26=-263/234,26-27=-263/234,
4-27=-263/234,4-28=0/258,5-28=0/258,5-29=0/355,6-29=0/260,6-7=-263/115,7-8=-574/163,9-11=-526/189,
8-11=-496/199,1-22=-124/114
BOT CHORD 22-30=-67/321,30-31=-67/321,21-31=-67/321,21-32=-77/115,20-32=-77/115,20-33=-77/115,19-33=-77/115,
18-19=-250/113,16-18=-72/6,16-17=-157/409,16-34=-43/176,15-34=-43/176,14-15=-169/580,13-14=-18/51,
12-13=-18/51,11-12=-48/75,10-12=0/35,9-10=-24/29
WEBS 2-21=-54/120,3-21=-139/70,4-21=-81/516,4-19=-770/263,17-19=-900/382,5-17=-393/165,6-17=-682/280,
7-15=-492/158,7-14=-163/152,8-14=-166/599,2-22=-471/182,6-15=-26/384
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-1,Interior(,)3-8-1 to 8-9-8,Exterior(2)8-9-8 to 20-8-9,
Interior(1)20-8-9 to 28-3-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 9,425 lb uplift at joint 19
and 158 lb uplift at joint 22.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job _Truss Truss Type Oty 'Ply
A00300611
7103 T25 Roof Special
Component 1Supply,Green Cove Springs,FL 1 Run:7.620 s Apr 30 2 mt:7.620 Reference
Ap r3nce(optional) e 1
pedal ZJ 1
2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc Wed May 27 08:38:40 2075 Page 1
D:yc?mdtwzXK gCph ?QyazEeSX-5LXJ686TKdjE4xgfOJAknsa2?gzK7Tq¢11itr ghwmzCMOj
5-8-8 10-9-8 15-2-4 , 17-4-142;.-- 22-9-9 } 28-0-8 32-6-0 . 35-3-0
5-6-8 5-3-0 3 4-4-12 2-2-10 ' 5-4-11 5-2-15 4-5-8 2-9-0
6.00 12 ,IF -27 28 29 -4 5 Scale=1:63.0
3x4 26
2 3x4
25 6
4x5% \ 3.00 12
C,I 03
N
N ♦ AO 754
5X8_ N 0,11 : + C 8 9
\ \ z. .\ r.
i W1 - 13 W1C. 5
. =H1 __ - as :v - - :17 16 15 1 135- 91
v O
636#2172# 31 2132 33 ® 3x4= 14 �'
24 23 22 2tbx8 II 19 _ 11 x512 10
3x4 3x6 0 50 1-15) 045-8(0.1.8)
3x8 - 1650#/-409# 3x4= 608#/-154#
U8P JUS24 12-1-2 12-1-2
5-6-8 10-9-8 17-4-14 20-1-8 22-9-9 28-0-8 32-3-8 35-3-0
. I
5-6-8 5-3-0 6-7-6 2-8-10 2-8-1_i- _ 5-2-15 �- 4-3-0 2-11-8
Plate Offsets(X,Y)-- [3:0-3-0,0-2-0],[4:0-3-0,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 20-22 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.14 13-15 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.59 Horz(TL) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:279 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:20-22,19-20,17-19.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-20
T-Brace: 2x4 SP No.3-2-23,2-22,3-22,4-20,6-18
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3••)
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=607/0-5-8 (min.0-1-8),24=587/Mechanical,20=1603/0-5-4 (min.0-1-15)
Max Horz 24=-169(LC 10)
Max Uplift10=-154(LC 12),24=-172(LC 12),20=-409(LC 12)
Max Gray 10=608(LC 22),24=636(LC 21),20=1650(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-25=-398/168,2-25=-277/182,2-26=-320/233,3-26=-239/255,3-27=-212/269,27-28=-212/269,28-29=-212/269,
4-29=-212/269,4-5=0/204,5-30=0/251,6-30=0/133,6-7=-342/147,7-8=-685/184,8-9=-41/0,10-12=-571/187,9-12=-67/36
1-24=-588/264
BOT CHORD 23-24=-152/176,23-31=-33/410,22-31=-33/410,21-22=-95/121,21-32=-95/121,32-33=-95/121,20-33=-95/121,
19-20=-185/120,17-19=-52/10,17-18=-136/411,17-34=-28/251,16-34=-28/251,15-16=-154/633,14-15=-150/478,
13-14=-150/478,12-13=-148/463,11-13=0/33,10-11=-1/16
WEBS 2-23=-189/148,2-22=-243/130,3-22=-191/101,4-22=-154/598,4-20=-786/169,18-20=-785/415,5-18=-260/221,
7-16=-474/157,7-15=0/166,8-15=-2/194,1-23=-124/419,8-12=-658/229,6-16=-26/394,6-18=-672/247
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-1,Interior(1)3-8-1 to 10-9-8,Exterior(2)10-9-8 to
18-8-9,Interior(1)18-8-9 to 35-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 10,172 lb uplift at joint
24 and 409 lb uplift at joint 20.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
alga argr Wire!permanent and stability bracing for truss system(not part of this component design)is always required.
Job Truss Tniss—Tr Oty Ply
A0030061
7103 725 Roof Spatial 1 1
Job Reference(optional)
Bulding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print.7.620 s Apr 30 2015 MiTek Industries,Inc Wed May 27 08:38:40 2015 Page 2
ID:yc?mdtwiXKngCphrm57OyazEeSX5LXJ686TKdjE4xg fOJAknsa2?gzK7TOMRcghwmzCMmj
LOAD CASE(S) Standard
Job (Truss russType •Qty Ply
7103 T26 HALF HIP GIRDER 1 A0030062
Buidny Component Supply.Green Cove Springs,FL Run:7.620 s tr 30 3 Job Reference A 30 5 MiTek IL
-- 1
Apr 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Me 27 08:38:41.2015 Page 1
yc?md KngCphnn5?QyazEe )_72Y5hKU665xr5i5Fry0hzK47HkDIQszhVfFQETDzCMoi
4-2-0 7-10.8 12-6-0 17-1-8 1
0S8 3-8-8 3.8.8 4-7-8 4-7-8 1-7-4
2x4 Scale=1:70.4
6.00 12 5
3x4
4
3.00 12
4x5
3x4 113::
1) 5x12 2
"} 1 .0000000,M 4x10=
5x12
:WM!:
4x6= u .� 4x6_ q
• -784 B2- I _`2. 1398#
14 13 11 10 9 8
3x4 4x5 -- 6x8 4x10-- 8x10
4x5= 3x4
THDH28-3
12.1-2 184422
0-5-8 4-2-0 7-10-8 12-6-0 17-1-8 18-3-4
05.8 3-8-8 3-8-8 4-7-8 --- 4-7-8_- ---1-7-11-{
0.5.8
_Plate Offsets(X,Y)-- [1:0-4-4,0-2-12],[6:0-7-8,0-1.4],[7:0-4-8,0-2-12],[8:0-2-4,0-1-8],[9:0-4-0,0-6-4],[14:0-2-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) -0.01 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(TL) -0.03 9-10 >999 180
BCLL 0.0 * Rep Stress lncr NO WB 0.39 Horz(TL) -0.03 16 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:622 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.3`Except` end verticals.
B2,B3:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3*Except*
W9,W10:2x6 SP No.2
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 15=964/0-5-8 (min.0-1-8),16=6072/0-5-4 (min.0-1-8)
Max Horz 15=586(LC 8)
Max Upliftl5=-78(LC 4),16=-1396(LC 8)
Max Gray 15=964(LC 1),16=7040(LC 2)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-599/26,2-3=-815/39,3-4=-863/139,4-5=-202/133,6-9=-570/448,5-6=-104/133,6-7=-1665/329
BOT CHORD 8-16=-211/1198,7-16=-5842/1209,14-15=-67/61,1-15=-931/35,13-14=-409/139,12-13=-406/558,11-12=-406/558,
10-11=-389/769,9-10=-304/1782,8-9=-24/85
WEBS 1-13=-28/883,2-13=-599/127,2-11=-3/393,3-11=-311/94,3-10=-240/181,4-10=-97/1038,4-6=-1184/237,6-10=-1293/412
,7-9=-1125/5809
NOTES-
1)Special connection required to distribute bottom chord loads equally between all plies.
2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 oc.
Bottom chords connected as follows:2x4-2 rows staggered at 0-4-0 oc,2x8-3 rows staggered at 0-5-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-6-0 oc.
3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
4)Unbalanced roof live loads have been considered for this design.
5)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9)Bearing at joint(s)15,16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 15 and 1396 lb uplift at
joint 16.
11)Load case(s)1,2,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job Truss 'TTUss Type Qty Ply
A0030046
7103 T10 Roof Special 1 1
Job Reference{optional)
Bulking Component SuppN Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc Wed May 27 08:38:31,2015 Page t
ID:yc?mdtwzXKngCphrm5?QyazEeSX-rdUvD3?gRsaWVZUwMwWdwzjUfBsgWQK9rfozCMos
10-1-2 7.48 9-10-5 14-9-0
I 7-4-8 i 2-5-13 4-10-11
Scale=1:25.1
4x5=
3
4.00 12 2x4 II
deb T2
4 4x5=
13 13
In r4 't5 -El-
m
12 T1
T
3x4 W1
w4
ii N
1 f
BP
73x4= 584§/-176#
3x4
0-53 a1-8) USP JUS24
5840/-148#
10-1-2 10-1-2
7-4-8 14-9-0
7-4-8 7-4-8
Plate O ffsets(X,Y)- [1:0-2-8,0-2-61_ ,
DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56
LOADING(psi) SPACING- 2-0-0 CSI.
Vert(LL) -0.07 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 I BC 0.55 Vert(TL) -0.17 6-7 >999 180
BCLL 0.0 • Rep Stress Ina YES WB 0.51 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) ! Weight:65 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing.
SLIDER Left 2x4 SP No.3 1-6-0
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=584/0-5-8 (min.0-1-8),6=584/Mechanical
Max Horz 1=67(LC 12)
Max Uplift 1=-148(LC 12),6=-176(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-434/0,2-12=-932/314,12-13=-874/317,3-13=-872/328,3-4=-888/347,4-14=-52/12,14-15=-52/12,5-15=-52/12,
5-6=-149/112
BOT CHORD 1-7=-339/829,6-7=-386/927
WEBS 3-7=-15/325,4-7=-190/132,4-6=-954/410
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-8,Exterior(2)7-4-8 to 9-10-5
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 1 and 176 lb uplift at joint
6.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Truss
T11
Truss Type Qty ply
1 Job
A0030047
7103 Roof Special 1 1
Job Reference(optional)
Buidrtp Component Supply,Green Cove Springs,FL Run:7.620$Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 2�7 08:38:3 2015 Page 1
10-1-2 ID:yc?mdtwzXKngCphnn5?QyazEeSX-Kp2IRPOSCAiN7j36wd1 sSAFf3bC4Fp5B¢ IIFC}eEzCMor
I 7-4-8 — 8-4-5 14-9-0
7-4-8 ' 0-11-13 6-4-11
Scale=1:25.1
4x5=
3 4 4x5= 3x4
4.00 12
Pill T2 5
rib
T3
r 14 _t5 -- -i
13
II mr
rr 12 T1
3x4 .--
2 W1 it-
N
1
.-.
B
O/ 73x4= 584 /-195#
3x6 I I 3x4
0-5-8(0-1-8)
584#/-145# USP JUS24
10-1-2
10-1-2
7-4-8 14-9-0
7-4-8 7-4-8
Plate Offsets(X,Y)-- [1:0-2-8,0-2-6]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.17 6-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:67 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing.
SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=584/0-5-8 (min.0-1-8),6=584/Mechanical
Max Horz 1=88(LC 12)
Max Uplift 1=-145(LC 12),6=-195(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-438/0,2-12=-935/304,12-13=-879/308,3-13=-875/317,3-4=-879/355,4-14=-58/22,14-15=-58/22,5-15=-58/22,
5-6=-187/137
BOT CHORD 1-7=-350/834,6-7=-368/884
WEBS 3-7=-90/386,4-7=-251/174,4-6=-893/375
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-8,Exterior(2)7-4-8 to 8-4-5
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 lb uplift at joint 1 and 195 lb uplift at joint
6.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
J Truss — Truss Type -- - Qty Ply I
A0030048
7103 1112 - Monoprtch Supported Gable 1 1
I Job Reference(optional) -
Building Component Supply,Green Cove Springs,FL Run:7 620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:32 2015 Page 1
10-1-2 ID:yc?mdtw zXKngCphrm5?QyazEeSX-Kp2IRP0SCAiN7j36wd1 sSAFITbJOF?aBbMkGeEzCMor
2-9-8 -
-
2-9-8
Scale=1:8.8
2
4.00 12 2x4 i I
T1
1 011111111
'! B1
3
20-1-2 2x4
2-9-8(0-1-8) 2-9-8(0-1-8)
10810-21# - 10810-34#_•
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC201O/TPI2007 (Matrix) Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. - --
REACTIONS. (lb/size) 1=106/2-9-8 (min.0-1-8),3=106/2-9-8 (min.0-1-8)
Max Horz 1=37(LC 12)
Max Uplift 1=-21(LC 12),3=-34(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-59/21,2-3=-79/158
BOT CHORD 1-3=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)Gable requires continuous bottom chord bearing.
4)Gable studs spaced at 1-4-0 oc.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 34 lb uplift at joint 3.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job (Truss ;Truss Type Qty Ply
A0030049
7103 713 Monopitch Girder 1 1
Job Reference(optional)
Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Wed My 27 0&38:32,2015 Page 1
101 2 ID:yc?mdtwzXKngCphrms?QyazEeSX-Kp2IRPOSCAiN7j36wd1sSAFe, Z rUBbMkGeEzCMor
4-9-15 — 9-30
4-9-15 4-5-1
Scale=1:18.2
2x4 I
3
3.00 12
3x8
2
-...,,1 ,,..,_,,,, ,,,..r..._
kts _
1
a MIL I : n 8111 I 1 I s:
9 5 JUS24 10 4
-im 3x8 II JUS24 3x5 JUS24 192511/84
JUS24
5x6- 3x6=524
JUS24
0-501.1215)
1630W-47217 4-9-15 9-3-0 1
4-9-15 4-5-1
Plate Offsets(X,Y)– [1:0-3-6,Edge],[1:0-0-0,0-2-11],[5:0-3-0,0-1-8]
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.08 5-8 >999 240 MT20 244/190
TCDL 10.0 1 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.19 5-8 >572 180
BCLL 0.0 • Rep Stress Incr NO WB 0.65 Horz(TL) 0.04 4 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:41 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins, except
BOT CHORD 2x4 SP SS end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-2-4
WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
Left:2x4 SP No.3 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=1925/Mechanical,1=1630/0-5-8 (min.0-1-15)
Max Horz 1=102(LC 4)
Max Uplift4=-643(LC 4),1=-472(LC 4)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-2989/870,2-3=-102/14,34=-101/73
BOT CHORD 1-9=-914/2895,5-9=-914/2895,5-10=-914/2895,4-10=-914/2895
WEBS 2-5=-349/1380,2-4=-2997/945
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide metal plate or equivalent at bearing(s)4 to support reaction shown.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 643 lb uplift at joint 4 and 472 lb uplift at joint
1.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-1-0 oc max.starting at 1-0-4 from the left
end to 9-1-4 to connect truss(es)T07(1 ply 2x4 SP),TO8(1 ply 2x4 SP),T09(1 ply 2x4 SP),T10(1 ply 2x4 SP),T11(1 ply 2x4 SP)to
front face of bottom chord.
9)Fill all nail holes where hanger is in contact with lumber.
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,4-6=-20
Continued on page 2
[Job - —Truss Truss Type — -- -Qty Ply
A0030049
7103 T13 Monoprth Girder 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries.Inc.Wed May 27 08:38:3212015 Page 2
ID:yc?mdtwzXKngCphrm5?QyazEeSX-Kp2lRP0SCAiNT36wd 1 sSAFe6b8ZFrtJBbTIIkGeEzCMor
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:5=-564(F)4=-564(F)8=-570(F)9=-564(F)10=-564(F)
Jp --T, russ Truss Type Ply - A0030050
7103 1114 13 1 IIJob Reference(optional)
Bulking Component Supply,Green Cove Springs,FL RID:yc?mdtwzXKngCphrmt?QyazEeSX-Kp21RPOSCAd Industries. FgnBG3 8:38:322015 Paget
10-1-2 4-5-15 9-3-0- — I
I 45-15 F 4-9-1
Scale=1:18.0
2x4 II
3
3.00 lir
9
2x4=
2
a T1
8 W2
N
1
i
Q 4
c5 B1
4
3x8 I I 364#1-13011
4x5 -- 3x4 10-1-2
o-4-1Qt�r-2-8) USP JUS24
9-3-0
364#698# -- 9.2-10
Plate Offsets(X,Y)— [1.0-0-0,0-1-15]_[1:0-3-6,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.12 4-7 >940 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.29 4-7 >372 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:40 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=364/Mechanical,1=364/0-4-12 (min.0-1-8)
Max Horz 1=102(LC 8)
Max Uplift4=-130(LC 8),1=-98(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-680/256,2-8=-645/262,2-9=-81/0,3-9=-52/0,3-4=-121/140
BOT CHORD 1-4=-327/659
WEBS 2-4=-642/332
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 lb uplift at joint 4 and 98 lb uplift at joint
1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Qty .P1)
rte, T15 Truss Type Job Reference(optional) 9 g_--
7103 T15 HALF HIP SUPPORTED Run:7.620 s Apr 30 2015 hm157Q0 s Apr 30 2015 Milek UgEk es,Inc Wed May 08 K3320 5 Page 1
Budding Component Supply,Green Cove Springs,FL
10-1-2 21-11-4
I 6-9-8 6-9-8 15-1-12
Scale=1:36.2
3.00 I 12
4 5 3x4
• 7 8 9 10 11 12 14 15 16 17 1819
37.. 3 • T3•
-` ■ y� ■ 4 ST4 T4 ST4 S o
Y Q 2 ^ • 39 1 T4 ST4 ST4 '
1 f C B1 ■ 1. ' i B32..
T4 ST4 ST4 S
v �i■ ■ I
d •• • •• •
3x4 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2120
3x4
10-1-2
6-9-8 21-11-4
• 6-9-8 15-1-12
Plate Offsets(X,Y)-- [13:0-1-13,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 20 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:84 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3 6-0-0 oc bracing:1-36,35-36,34-35,33-34.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=125/21-11-4 (min.0-3-1),33=141/21-11-4 (min.0-3-1),20=-3/21-11-4 (min.0-3-1),34=175/21-11-4 (min.
0-3-1),35=97/21-11-4 (min.0-3-1),36=313/21-11-4 (min.0-3-1),32=180/21-11-4 (min.0-3-1),31=155/21-11-4
(min.0-3-1),29=161/21-11-4 (min.0-3-1),28=160/21-11-4 (min.0-3-1),27=160/21-11-4 (min.0-3-1),
26=160/21-11-4 (min.0-3-1),25=160/21-11-4 (min.0-3-1),24=160/21-11-4 (min.0-3-1),23=158/21-11-4 (min.
0-3-1),22=168/21-11-4 (min.0-3-1),21=116/21-11-4 (min.0-3-1)
Max Horz 1=89(LC 12)
Max Uplift 1=-11(LC 8),33=-35(LC 8),20=-11(LC 12),34=-40(LC 8),35=-23(LC 8),36=-72(LC 8),32=-54(LC 8),31=-42(LC
8),29=-47(LC 9),28=-44(LC 9),27=-45(LC 9),26=-45(LC 9),25=-45(LC 9),24=-45(LC 9),23=-44(LC 9),
22=-48(LC 9),21=-23(LC 9)
Max Gray 1=126(LC 21),33=141(LC 1),20=1(LC 10),34=175(LC 1),35=98(LC 21),36=313(LC 1),32=180(LC 1),
31=155(LC 22),29=161(LC 1),28=160(LC 22),27=160(LC 1),26=160(LC 22),25=160(LC 1),24=160(LC 22),
23=158(LC 1),22=168(LC 22),21=118(LC 22)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-122/52,2-37=-85/27,37-38=-84/29,3-38=-82/33,3-4=-61/31,4-5=-28/23,6-33=-116173,5-6=-49/47,6-7=-3/6,
7-8=-3/6,8-9=-3/6,9-10=-3/6,10-39=-3/6,11-39=-3/6,11-12=-3/6,12-13=-3/6,13-14=-3/6,14-15=-3/6,15-16=-3/6,
16-17=-3/6,17-18=-3/6,18-19=-3/6,19-20=-3/6
BOT CHORD 1-36=-13/6,35-36=-13/6,34-35=-13/6,33-34=-13/6,32-33=-6/3,31-32=-6/3,30-31=-6/3,29-30=-6/3,28-29=-6/3,
27-28=-6/3,26-27=-6/3,25-26=-6/3,24-25=-6/3,23-24=-6/3,22-23=-6/3,21-22=-6/3,20-21=-6/3
WEBS 4-34=-146/123,3-35=-87/85,2-36=-249/204,7-32=-151/69,8-31=-129/56,9-29=-134/60,10-28=-133/58,11-27=-133/58,
12-26=-133/58,14-25=-133/58,15-24=-134/58,16-23=-132/57,17-22=-141/61,18-21=-94/39
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-2-11 to 3-2-11,Exterior(2)3-2-11 to 21-9-8 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Provide adequate drainage to prevent water ponding.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 1-4-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
CoPfTr SSUI abat4m chord and any other members.
Job Truss Truss Type Qty Ply A0030033
7103 HJ01A JACK-OPEN GIRDER 1 1 Job Reference(optional)
Buiding Component Supply.Green Cove Springs,FL 12=P2 Run:7.820 a Apr 3114 Print 7.820 s 4r302015 ee Industries,Inc.Wed MWy Y20�82b�115 1
ID:yc7mdtwz); ptrm5MyazEeSX-R2 blyy9xCxe5lLhn K54G �v
1-9.11
I
1-9-11
4.24 12 Scale:1'=1'
T2
2x4 11 IV
li
1 T1
47#/-00#
CS
0 1.8)
W1
B1
32#/-29#
12)1-2 312-1-2
2x4 I I
13-7-9
1-9-11
I-- 1-9-5
1
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 3-4 >999 180 '
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=66/0-4-3 (min.0-1-8),2=47/Mechanical,3=19/Mechanical
Max Horz4=56(LC 12)
Max Uplift4=-26(LC 8),2=-40(LC 12),3=-29(LC 12)
Max Grav4=66(LC 1),2=47(LC 1),3=32(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-52/61,1-2=-43/16
BOT CHORD 3-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;porch left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 4,40 lb uplift at joint 2 and
29 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type •Qty ,Ply
A0030034
7103 HJO2 Jack-Open Girder I 1
Job Reference(optional)
Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 201 i t 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:28 2015 Page 1
10-1-2 ID:yc?mdtwzXK9 115?QyazEeSX-R2pnb1 yy9xCxe5LLhnywlK5_0_wJBabgkm2VTzCMov
3-7-13
3-7-13
4.24 12 NAIL Scale=1:23.4
2
138#/-6#
-
3x4 Ti 74#/-72#
0-7-9(0-1-8).
61 I;fl,
►t
55#/-32#
10-1-2 3x4 II NWEG
13-11-8
3-7-13
3-7-7
Plate Offsets(X,Y)-- [4:0-2-0,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.03 3-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.03 3-4 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.15 2 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:15 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=138/0-7-0 (min.0-1-8),2=67/Mechanical,3=28/Mechanical
Max Horz4=136(LC 8)
Max Uplift4=-6(LC 4),2=-72(LC 8),3=-32(LC 8)
Max Grav4=138(LC 1),2=74(LC 25),3=55(LC 19)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-107/30,1-2=-40/26
BOT CHORD 3-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 4,72 lb uplift at joint 2 and
32 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,3-4=-20
Concentrated Loads(Ib)
Vert:2=33(F)3=11(F)
Toff Truss _- Truss Type Qty Ply A0030035
7103 HJO2A I Jack-Open Girder 3 1
__ Refere nce joptional)
Build Component Su
Building po Supply,Green Cove Springs.FL Run:7.620 s A 30 2015 Pri s Apr 30 2015 NYTek Industries,Inc.Wed May 27 08:3828 2015 Page 1
20-7-0 2-6-3 ID:yc?mdtwzXKngCph ippyazEeSX-R2pnb1yy9xCxe5ILhnywtK54ryZJBabgkm2VTzCMpv
2-6-3
Scale=1:11.5
4.24 12 3
5x6 -
2
1 65#/-36#
0-7ris1-8)
B1
4
39/HS#
4x10 II 20-7-0
20-7-0 22-0-7
I 2-6-3 - I
2-6-3
Plate Offsets(X,Y)-- [1:0-3-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 7 >999 180
BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x8 SP No.2 1-8-11 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Ins_ta_llation guide.
REACTIONS. (lb/size) 1=98/0-7-0 (min.0-1-8),3=65/Mechanical,4=34/Mechanical
Max Horz 1=36(LC 12)
Max Upliftl=-11(LC 12),3=-36(LC 12),4=-5(LC 12)
Max Grav1=98(LC 1),3=65(LC 1),4=39(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-92/80,2-3=-31/19
BOT CHORD 1-4=-64/42
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)Gable studs spaced at 1-4-0 oc.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 1,36 lb uplift at joint 3 and
5 lb uplift at joint 4.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss _ Truss Type Qty Ply
A0030036
7103 HJO3 Jack-Open Girder 2 1 I Job Reference(optional)
Building Component Supply,Green Cove Springs.FL 20-7-0 - Run:7,620 s Apr 30 2015 Print:7 620(i}7,0 30 2015 MiTek Industries.Inc.Wed May 27 08:38:28 2015 Page 1
ID:yc?mdtwzXKngCphrm579 eSX-R2pnb1yy9xCxe5lLhnywlKS??_urJBabgkm2VTzCMpv
3-7-4
3-7-4
Scale=1:13.9
2 1
4.24 12
j
136#/-61#
T1
24 3(0-1-8) --
0/1 r-
- , N
er
MI
r. f--.r
J B1I ._
K. 85#/-42#
Ill20-7
"cif 22-8-7
- 37-4 I
3-8-14
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 3-4 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.03 3-4 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 i Horz(TL) -0.03 2 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) I Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=136/0-4-3 (min.0-1-8),2=95/Mechanical,3=41/Mechanical
Max Horz4=75(LC 12)
Max Uplift4=-61(LC 12),2=-65(LC 12),3=-42(LC 12)
Max Grav4=136(LC 1),2=95(LC 1),3=65(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-109/144,1-2=-82/27
BOT CHORD 3-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;porch left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 4,65 lb uplift at joint 2 and
42 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job - I MSS 'Truss Type 'QV _Ply ) 1
�7103 T01 COMMON SUPPORTED Run:7.620 5 Apr 30 2015 Print:7 6 ORef r ence(ttion Industries,Inc. Wed Ma 27 08:38:29 20 50 Pale 1
Bu/ding Component Supply,Green Cove Springs,FL yy gy
10.1 2 ID:yc?mdtwzXKngCphnnS?QyazEeSX-vEN9oNzawFKoGFKYFVT9gYdG6OJM2e?kvOWclvzCMou
1-- 3-3-12 6 7 8• 3312 3-3-12
• 4x5= Scale=1:18.4
4
6.00(12
' ' 5
3
• 8
2 7
- 1 ST3 '
c , , ST2 ST2 ' 1
• •ill c.,
• ST1
•
N N
I B1 .
14 13 12 11 10 9 8
10-1-2
6-7-8 1
6-7-8
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 8 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:35 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
j Installation guide.
REACTIONS. (lb/size) 14=11/6-7-8 (min.0-1-8),8=11/6-7-8 (min.0-1-8),11=95/6-7-8 (min.0-1-8),12=116/6-7-8 (min.0-1-8),13=80/6-7-8 (min.0-1-8),10=116/6-7-8 (min.
0-1-8),9=80/6-7-8 (min.0-1-8)
Max Horz 14=-83(LC 10)
Max Uplift14=-73(LC 10),8=-62(LC 11),12=-42(LC 12),13=-59(LC 9),10=-42(LC 12),9=-53(LC 8)
Max Grav14=84(LC 11),8=73(LC 10),11=95(LC 1),12=117(LC 21),13=134(LC 17),10=117(LC 22),9=127(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-14=-43/31,1-2=-44/31,2-3=-32/80,3-4=-47/167,4-5=-47/167,5-6=-28/80,6-7=-38/25,7-8=-37/25
BOTCHORD 13-14=-46/58,12-13=-46/58,11-12=-46/58,10-11=-46/58,9-10=-46/58,8-9=-46/58
WEBS 4-11=-69/0,3-12=-89/181,2-13=-79/162,5-10=-89/181,6-9=-77/158
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left and right exposed;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
7)Gable studs spaced at 1-4-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 14,62 lb uplift at joint 8,
42 lb uplift at joint 12,59 lb uplift at joint 13,42 lb uplift at joint 10 and 53 lb uplift at joint 9.
11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Type Job Truss TrussT Qty 'Ply
A0030038
7103 T02 Common 2 1
Job Reference(optional)
Building Component Supply.Green Cove Springs.Fl Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc. Wed May 27 08:38.29 2015 Page 1
1012 ID:yc?mdtwzXKngCphrm5?QyazEeSX-vEN; tjzrFKoGFKYFVT9gYdDMOI_2etkvQWc1vzCMop
3
_ 312 - 6-7-8
3-3-12 ' 3-3-12
4x5= Scale=1:21.2
6.00 •2 2
3x4
3x4�
1
�, ,e,
y rr
11111 111111111111■ mown• =1 •
// 5 iv.// x_ 4-
6 3
4036(0-1-8) 26t5-6(0-1-8)
10-1-2 10-1-2
253#/-156# 3-3-12 6-7-8 253#/-156#
I- i
3-3-12 33-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-5 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:38 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=253/0-3-8 (min.0-1-8),4=253/0-5-8 (min.0-1-8)
Max Horz 6=-100(LC 10)
Max Uplift6=-156(LC 12),4=-156(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-194/304,2-3=-194/304,1-6=-229/336,3-4=-229/336
BOT CHORD 5-6=-93/94,4-5=-33/36
WEBS 2-5=-82/55,1-5=-251/156,3-5=-251/156
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 6 and 156 lb uplift at joint
4.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
JOB Truss I Truss Type - Qty Ply - I - ---
7103 IT03 Roof Special 2 1 A0030039
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL
Run:7 620 s Apr 30 2015 Print:7.620 5 Apr 30 2015 MiTek Industries,Inc. Wed Mey 27 08:38292015 Page t
10-1-2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-vEN9�1&17irFKoGFKYFVT9gYdDPOIB2dMkvOWc1 vzCMqu
f 3-3-12 5-9-6 6-7-8
3-3-12 2-5-10 0-10-2
4x5= Scale=1:21.2
6.00 12 2
2x4 II
T2 4x5=
3x4 T1 3 4
1 MI T3 —
W3 -
W1 W6
Bi-I
6 K
7 3x8 -- 5
0.1-8) 0-5 1-8)
253#/-148/1 /-1
3-3-12 6-7-8 253#/-16655
#
I 3-3-12 3-3-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 1 Vert(TL) -0.01 5-6 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:40 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
' be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=253/0-5-8 (min.0-1-8),7=253/0-3-8 (min.0-1-8)
Max Horz 7=-81(LC 10)
Max Uplift5=-165(LC 12),7=-148(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-194/286,2-3=-186/299,3-4=0/0,4-5=-21/24,1-7=-229/320
BOT CHORD 6-7=-100/57,5-6=-118/84
WEBS 2-6=-95/61,3-6=-146/78,3-5=-224/317,1-6=-233/156
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-9-6,Interior(1)5-9-6 to 6-5-12 zone;end vertical left
exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 lb uplift at joint 5 and 148 lb uplift at joint
7.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Truss Truss Type
Qty 'Ply
7103 T04 Roof Special 2 1 A0030040
Budding Component Supply,Green Cove S -- ---- Job Reference(optional)_
Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:30,2015 Paget
10-1-2 ID:yc?mdtwzXKngCphrmS?QyazEeSX-W Oj_CgZSftPvkpC?ONIAP6odgn56u72F9aMzCM,ot
3-3-12 45-6 6-7-8
3-3-12 1-1-10 2-2-2
4x5- Scale=1:21.2
6.00 riT 2
4x5-- 2x4 I
3 5
T3
T1
3x4 3x4 —
1 4
W3
4 N
W1 r
81'
7 K
8 3x8 6
23e(0-1-8) 205-8(0-1-8)
10-1-2 10-1-2
253#1-139# 253#/-174#
3-3-12 6-7-8
3-3-12 3-3-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 6-7 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Horz(TL) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:42 lb FT=20%
LUMBER-
BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
. Installation guide.
REACTIONS. (lb/size) 6=253/0-5-8 (min.0-1-8),8=253/0-3-8 (min.0-1-8)
Max Horz 8=87(LC 12)
Max Uplift6=-174(LC 12),8=-139(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-213/269,2-3=-157/284,3-4=-173/288,3-5=-9/8,4-6=-224/286,4-5=-71/51,1-8=-224/285
BOT CHORD 7-8=-171/80,6-7=-28/24
WEBS 2-7=-79/55,4-7=-257/145,1-7=-170/140
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-4-15,Interior(1)4-4-15 to 6-5-12 zone;end vertical left
exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 6 and 139 lb uplift at joint
8.
7)"Semi-rigid pitch breaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss jTrussType Qty -Ply
A0030041
1,7103 ,705 ,Half Hip 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 302015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc Wed May 27 08:38:302015 Page 1
10-1-2 3-0-10 ID:yc?mdtwzXKngC$rm5?QyazEeSX-NQj�CgZSftPvkpC?ONIAOKodUn3?u72F9aMzCMpt
I I-
310 3-6-14
Scale=1:20.2
4x5= 3x4 --
6.00 FIT 2 7 3
VA T2
Imi
mi
3x4
1
01111.111%04004ir_
r; i
•
5
'MI
g 3x8= ,
4
Xq L
2x(20-1-8) 2V45-8(0-1-8)
10-1- 10-1-2
253#/-132# 3-0-10 6-7-8 253#/-197#
3-0-10 3-6-14
i
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-5 >999 180
BCLL 0.0 • Rep Stress lncr YES WB 0.13 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 i Code FBC2010/TPI2007 (Matrix-M) Weight:40 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installatio_n guide.
REACTIONS. (lb/size) 4=253/0-5-8 (min.0-1-8),6=253/0-3-8 (min.0-1-8)
Max Horz6=105(LC 12)
Max Uplift4=-197(LC 9),6=-132(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-199/270,2-7=-143/287,3-7=-143/287,3-4=-227/364,1-6=-230/298
BOT CHORD 5-6=-146/73,4-5=0/0
WEBS 2-5=-122/95,3-5=-380/190,1-5=-215/164
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;porch left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 lb uplift at joint 4 and 132 lb uplift at joint
6.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A0030042
7103 TO6 Common 5 1
Job Reference(optional)
Bulling Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Wed May 27 08:38:302z015 Page 1
10-1-2 ID:yc?mdtwzXKngCphrrn5?QyazEeSX-NQxXOLCgZSftPvkpC?ONIAlPoXDn41u72F9aMzC t
7-4-8 14-9-0
748
Scale=1:23.6
I 4x5=
3
4.00 I 12 '
18 17
m 15 T1 T1 18
m 3x4 W1 43x4
2
1
site,
S
o IN BIDU e
li
3x6 I' 2x4 11
0-5-8(0-1-8) 365-8(0-1-8)
5907/-155#
590#/-155#
10-1-2 10.1-2
7-4-8
748 I 7
Plate Offsets(X,Y)-- [1:0-2-8,0-2-6],[5:0-3-10,0-2-61____
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.09 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.16 6-9 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:54 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 --
MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=590/0-5-8 (min.0-1-8),5=590/0-5-8 (min.0-1-8)
Max Horz 1=-37(LC 10)
Max Uplift 1=-155(LC 12),5=-155(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-457/0,2-15=-964/355,15-16=-908/358,3-16=-904/369,3-17=-904/369,17-18=-908/358,4-18=-964/355,4-5=-457/0
BOT CHORD 1-6=-293/861,5-6=-293/861
WEBS 3-6=0/301
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=41t;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-8,Exterior(2)7-4-8 to 10-4-8
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 1 and 155 lb uplift at joint
5.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss fuss Type Qty rly A0030043
7103 T07 Common 1 1 Job Reference(optional)
Baring Component Supply,Green Cove Springs,FL Run:7.620 s 30 2015 Print 7.620 is Apr 30 2015 MWTek Industries,Inc.Wed Msy 27 08:38300015 P 1
101-2
ID:yt:?rtM z)(Kn gCphm157QyezEeSX-NQxXOLCaSflPvkpC TONWPoXDn41u72F9a
7-4-8 I 14-9-0
7-4-8 7-4-8
Scale=1:23.7
4x5=
3
4.0011i .'
16 17
15 T1 T1 18
3x4
2 W1 43x4
1 ' - 5
6
590N/-155#
4x5 I 2 x 4 I I 4 x 5 I I
0-5-8(0-1-8)
590x1-155* USP JUS24
10-1-2 10-1-2
7-4-8 14-9-0
7-4-8 7-4-8
Plate Offsets(X,Y)-- [1:0-2-0,0-0-14],[5 0-3-2,0-0-14]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.09 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.16 6-9 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:54 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 - - Stabilizers s -
MiTek recommends that and required cross bracing
SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=590/0-5-8 (min.0-1-8),5=590/Mechanical
Max Harz 1=-37(LC 10)
Max Uplift 1=-155(LC 12),5=-155(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-457/0,2-15=-964/355,15-16=-908/358,3-16=-904/369,3-17=-904/369,17-18=-908/358,4-18=-964/355,4-5=-457/0
BOT CHORD 1-6=-293/861,5-6=-293/861
WEBS 3-6=0/301
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-8,Exterior(2)7-4-8 to 10-4-8
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 1 and 155 lb uplift at joint
5.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job MISS
Truss Type Qty Ply -
7103 108 Roof Specie! 1 11 A0030044
Buidrp Component Supply,Green Cove Springs,FL Job Reference(optional)
Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Wed May 27 08:38:31.2015 Pagel'
10-1-2 748 ID:yc?mdtwzX ngCphnn57QyazEeSX-dUvD37gRsaVWZUwMwWdwzjTRBs_WI?
VI( gozCMos
I _ - _- 12-10-5 14-9-0
7-4-8 5-5-13 1-10-11 4
Scale=1:25.1
4x5=
. 3
4.00 RI
Ale
13 14
T2
M 12 T1 4x5— 2x4 II
3x4 4
:4 2 W1 5
1 T3 •
y �u I�
B,� i
T.
1 74x5=
5841/-155#
3x6 II 3x4 -
05-8(0-1-8)
584#/-152# USP JUS24
10-1-2
10-1-2
7-4-8 14-9-0 l
• 7-4-8
7-0-8
Plate Offsets(X,Y)-- (1:0-2-8,0-2-61
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.07 7-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 ■ BC 0.54 Vert(TL) -0.16 6-7 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.19 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:63 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing.
SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS.
(lb/size) 1=584/0-5-8 (min.0-1-8),6=584/Mechanical
Max Horz 1=36(LC 11)
Max Uplift 1=-152(LC 12),6=-155(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-437/0,2-12=-938/333,12-13=-882/336,3-13=-878/347,3-14=-881/338,4-14=-929/329,4-5=-87/0,5-6=-33/23
BOT CHORD 1-7=-303/836,6-7=-375/884
WEBS 3-7=0/304,4-7=-158/127,4-6=-983/472
NOTES-
1)Unbalanced roof live loads have been Considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-8,Exterior(2)7-4-8 to 10-4-8,
Interior(1)12-10-5 to 14-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 1 and 155 lb uplift at joint
6.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qt 'Ply Y
A0030031
7103 FG04 ROOF TRUSS ID: 7mdtwzXK
- - i 3 Job Reference(optional)
Buiidng Component Supply,Green Cove Springs,FL Run:7.620 5
Apr 30 2015 Print 7.620 5 Apr 30 2015 MiTek Industries,Inc. Wed May 27 08:38:27 2015 Page 2
NOTES- Y� ngCphnn5?QyazEeSX-zrFPOiyK0e450xA974Rh17YjuaQyaXYRR41Vz1zCMow
14)Fill all nail holes where hanger is in contact with lumber.
15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)150 lb down and 42 lb up at 18-11-0 on top chord,and 1 lb down at
0-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:1-10=-190,11-19=-20
Concentrated Loads(lb)
Vert:19=-1(F)17=-371(F)16=-371(F)9=-150 22=-371(F)23=-118(F)24=-371(F)25=-371(F)26=-371(F)27=-118(F)28=-371(F)29=-371(F)30=-371(F)31=-118(F)
2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plt)
Vert:1-10=-170,11-19=-20
Concentrated Loads(Ib)
Vert:19=-1(F)17=-306(F)16=-306(F)9=-125 22=-306(F)23=-97(F)24=-306(F)25=-306(F)26=-306(F)27=-97(F)28=-306(F)29=-306(F)30=-306(F)31=-97(F)
12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90
Uniform Loads(plf)
Vert:1-10=-110,11-19=-20
Concentrated Loads(Ib)
Vert:19=-1(F)17=-110(F)16=-110(F)9=-50 22=-110(F)23=-33(F)24=-110(F)25=-110(F)26=-110(F)27=-33(F)28=-110(F)29=-110(F)30=-110(F)31=-33(F)
7103 HJO1 IJadc-OpenGirder 1 1 A0030032
o Truss Truss Type Qty Ply
1 2 1 Job Reference(optional)
12
Buidi g Component Supply,Green Cove swings.FL Run.7 620 s Apr�2%15 Print:7.620$Apr 30 2015 MiTek Industries,Inc Wed May 2708:38:28 2015 Page 1
ID:yc?mdt> 1gCphrm5?QyazEeSX-R2pnb1yygxCxe5ILhnywIK54T_ycJBabgkm2VTzCMpv
1-6-14
1-6-14
4.24 Hi2 Scale=1:11.6
2 ,
2x411 1!
1
T1
4118.378
'o>
0-43(0-1 :) 4
W1
B1 O
288/-288
1241-2 312-1-2
2x4 I I
13-6-9
1-6-14
1-6-8
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 4 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-14 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=57/0-4-3 (min.0-1-8),2=41/Mechanical,3=16/Mechanical
Max Horz4=53(LC 12)
Max Uplift4=-22(LC 8),2=-37(LC 12),3=-28(LC 12)
Max Grav4=57(LC 1),2=41(LC 1),3=28(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-44/50,1-2=-37/15
BOT CHORD 3-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;porch left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 4,37 lb uplift at joint 2 and
28 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
•
Job ?Truss Truss Type
,Qty Ply -
7103 T09 A0030045
Roof Special 1 1
Job Reference o tional
Guiding Component Supply,Green Cove Springs,Fl. Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 201(5 MiTek Industries,Inc.Wed May 27 08:36:31 015 Page 1
10-1-2
7-4-8
ID:yc?mdtwzXKngCphrmS?QyazEeSX-rdUvD3?gRsaWVZUwMwWdwzjUyvgsulNUrrt ?igozCMos
11-4-5
7-4-8
3-11-13 14-9-0 _
3-4-11
Scale=1:25.1
4x5
3
4.00 I 12 PM
13 T2 14 4x5- 2x4 ■
4 5
el 12 Ti
,h 3x4 '— T3 B
p W1
1
W4
'7 milillOtS1
CPI i
I.
B
M73x4=
584 /-156#
3x8 I! 3x4
0-5-8(0-1-8)
Ssaa/_/son USP JUS24
10-1-2
10-1-2
7.4-8 14-9-0
7-4-8 7-4.8
Plate Offsets(X,Y)- 11:0-2-8,0-2-61_
-
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud T PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.07 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.17 6-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010ITPI2007 1 (Matrix-M) Weight:64 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing.
SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=584/0-5-8 (min.0-1-8),6=584/Mechanical
Max Horz 1=50(LC 8)
Max Uplift 1=-150(LC 12),6=-156(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-434/0,2-12=-933/327,12-13=-876/330,3-13=-873/341,3-14=-838/344,4-14=-906/335,4-15=-62/0,5-15=-62/0,
5-6=-101/79
BOT CHORD 1-7=-322/831,6-7=-401/941
WEBS 3-7=0/315,4-7=-191/133,4-6=-992/452
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-8,Exterior(2)7-4-8 to 10-4-8,
Interior(1)11-4-5 to 14-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 1 and 156 lb uplift at joint
6.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job 'Truss Truss Type •Qty Ply
A0030054
7103 9 Component Green Cove Springs,FL Half Hi Girder Run:7.620 1 1 1
P
I Job Reference(optional)
Buddin Com onent Supply, - s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Ma.; 08:38:36 2315 Page 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-CaloHm3zGPCpbKMu9T5od0QHvC9t)A_ElfviiJ Tn?zCMoo
10-1-2 6.7_ 10-3-8 13-11-0 12-116-5-0 20.7-0 24-9-0 . 27-4-4 29-11-8 37-4-8 42-1.8 45-1-0
6-7-8 3-8-0 3-7-8 2-6-0 -4-2-0 4-2-0 2-7-4 2-7-4 7-5-0 4-9.0 2-11-8
Scale=1:79.8
NAILED NAILED NAILED NAILED NAILED NAILED
NAILED NAILED NAILED NAILED NAILED NAILED 3x6 NAILED
NAILED NAILED NAILED
6.00 12 5 ' 4x10-- 1 4x5,- 4x1 31-- q A 4i5 - ,3x8 ' NArED A NAAED kx5 NAILED* 4x8
2 3 3 NA ED 4134 5 35 636 7 37 838 9 39 10 41 42 1 2 44 46 46 7 13
ert .1 '- NAILED ,:f:- a, T3 , :, :c,, -: h-
y ••
4x5 T1 WS W7 B4 W9 W 0 W9 gq W11 W11 B4 W1 0 W1; 3
82 •• N
N • 1 W3 W4 W3 ' A 1, % T57- o
_}�g q, W1 4 r,. �. o N
m 0 ; f--3 2,r, -�66 ,I 1 -r_ `-•v.• i .°P °
N ° 54 55 24 56 ° 59 60 61 6218 63 64 65 6� IQ 0
26 22 21 20 15
6 -
r _ _ �___ ' _'I 6x8-- 4x10 5x8 57 58 5x8 NAILED 3x5-- NAILED 3x5 IN
31 48 49 30 50 29 51 52 28 NAILED NAILED NAILED 4x10 NAILED NAILED NAILED
0-5-8(0-1-8NAILED 0-5-8(0�) NAILED NAILED NAILED 0-5-8(0-1-9)
48611-76# NAILED 3x8 3x5-- 3300#/_1302#
NAILED NAILED 1325#/-600#
NAILED
NAILED NAILED
NAILED
10-1-2 12-1-2 12-1-2
16.5.0
6-7-8 10.3.8 1311-0 13-14 20.7-0 I 24&0 I 27.44 29-11-8 37.48 { 42-1-8 45-1-0
6-7-8 3-8-0 3-7-8 0-0-8 2-5-8 42.0 4-2-0 2.7.4 2-7-4 _-------- 7-5-0 ---_-- -- - 4-9-0 ' 2-11-8 •
Plate Offsets(X,Y)- [1:Edge,0-1-12],[2:0-3-0,0-2-01[14:0-2-12,0-1-8],[18:0-2-0,0-1-81[19:0-2-12,0-2-121[23:0-5-8,0-2-81[25:0-5-8,0-4-0],[27:0-2-8,0-2-121[30:0-2-0,0-1-8],
[31:0-2-0,0-0-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in pc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.19 18-19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.46 18-19 >805 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 14 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:306 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
B2,B4,B8:2x4 SP No.3,B7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS T-Brace: 2x4 SP No.3-12-19,13-18
W5:2x6 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
OTHERS 2x4 SP No.3 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 14=984/0-5-8 (min.0-1-9),31=378/0-5-8 (min.0-1-8),27=2374/0-5-8 (min.0-3-14)
Max Horz 31=220(LC 8)
Max Upliftl4=-600(LC 8),31=-76(LC 32),27=-1302(LC 8)
Max Gray 14=1325(LC 36),31=486(LC 21),27=3300(LC 36)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-335/381,2-32=-216/302,3-32=-216/302,3-33=-1001/2350,33-34=-1001/2350,4-34=-1001/2350,4-35=-654/1590,
5-35=-654/1590,5-36=-361/178,6-36=-361/178,6-37=-361/178,7-37=-361/178,7-38=-361/178,8-38=-361/178,
8-39=-1587/719,9-39=-1587/719,9-40=-2344/1020,10-40=-2344/1020,10-11=-2344/1020,11-41=-2402/1045,
41-42=-2402/1045,42-43=-2402/1045,43-44=-2402/1045,12-44=-2402/1045,12-45=-2196/908,45-46=-2196/908,
46-47=-2196/908,13-47=-2196/908,14-16=-1276/616,13-16=-1208/633,1-31=-365/229
BOT CHORD 31-48=-224/165,48-49=-224/165,30-49=-224/165,30-50=-866/424,29-50=-866/424,29-51=-27/14,51-52=-27/14,
28-52=-27/14,27-28=0/123,4-27=-1129/557,27-53=-118/35,26-53=-118/35,25-26=-1/54,5-25=-1679/855,
25-54=-1575/650,54-55=-1579/649,24-55=-1582/648,24-56=-728/1606,23-56=-728/1607,22-23=0/57,8-23=-192/715,
22-57=-78/133,21-57=-78/133,21-58=-99/96,20-58=-99/96,19-20=0/75,11-19=-329/265,19-59=-908/2196,
59-60=-908/2196,60-61=-908/2196,61-62=-908/2196,18-62=-908/2196,18-63=-35/82,63-64=-35/82,17-64=-35/82,
17-65=-85/130,16-65=-85/130,15-17=-3/21,15-66=-48/50,14-66=-48/50
WEBS 2-30=-443/249,3-30=-563/1195,3-29=-117/512,27-29=-967/474,3-27=-2292/889,25-27=-2363/1023,4-25=-554/1213,
5-24=-1037/2431,7-24=-281/274,8-24=-1564/690,21-23=-699/1618,9-23=-172/56,12-19=-150/224,12-18=-564/438,
13-18=-952/2303,1-30=-404/371,9-21=-802/431,19-21=-675/1652,9-19=-449/1088
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=6ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed:Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 600 lb uplift at joint 14,76 lb uplift at joint 31
CoRK1 Rnllwift2at joint 27.
Job Truss _ 'Truss Type .. -- Qty -Ply -- -
A0030055
7103 719 Half Hip 1 1
Job Reference(optional) J
Building Component Supply,Green Cove Springs,FL Run:7820 s Apr 30 2015 Print:7820 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:37 2015 Page 1
ID:yc?mdtwzXKngCphm157 0yazEeSX-gmsBU63b1iLgDUx4jAd19EzTKc keS1KSzCMar�1
10-1-2 4.5.8 ! 8.7.8 } 1311-0 12-11x-5-0 ! 20.7-0 24-9-0 27-4-0 29-11 37-4-8 42-1-8 45-1-0 --
458 4-2-0 53.8 2-60 4-2-0 4-2-0 2 7-4 . 2 7-0 75-0 4-9-0 ' 2-11.8
Scale=1:77.8
5x8=
4x5= 5x6 - 3x8 3x6 -
6.00 12
3 30 4 531 6 32 T3 7 8 g 10 33 T4 11 455 12
3x5 I I
or :\\ ;7 W10 B4 W11/ ` ••7 8 �.W13 a
29 ` .�
,// - / ,1 69 , N
^ 4 ' 4.0.00.%-___B_34-B3- B5 ql� 71 x8 17 ter B 15 q ^
< 2� W12 W14 aq
0 0
I Q
N q 24 21 20 19 5x8 13 14
B1 ' -----9`jic8 5x8- 3x5 IN
_ - 4x10--
28 27 26
0-5$(0.1-$) 0-5-8(0-3-1) 0-5-8(0-1-8)
111 2# 3x8 2583#/-746# 1009#/-265#
10-1-2 12-1-2 12-1-2
16-5-0
8.7.8 - 13-11-0 13-11-8 , 24-9-0 27-4-4 29-11-8 37-4-8 42-1-8 45-1-0
8-7-8 - 5-3-8 0-0-8 2.5-8 ' 8-4-0 -. ' 2-7-4 ' 2-7-4 ' 7-5-0 • 4-9-0 2-11-8 -
Plate Offsets(X,Y)- [3:0-6-0,0-2-8],[6.0-3-0,0-3-0],[18:0-2-12,0-2-8],[22:0-2-12,0-2-81[23:0-2-12,0-2-12],[25:0-2-8,0-2-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.19 22-23 >999 240 MT20 244/190
TCDL 10.0 I Lumber DOL 1.25 BC 0.67 Vert(TL) -0.50 22-23 >749 180
BCLL 0.0 * Rep Stress Ina YES WB 0.81 Horz(TL) 0.06 13 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:322 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B2,B4,B8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 1
W5,W9:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=1006/0-5-8 (min.0-1-8),25=2583/0-5-8 (min.0-3-1),28=-6/0-5-8 (min.0-1-8)
Max Horz 28=261(LC 12)
Max Upliftl3=-265(LC 12),25=-746(LC 12),28=-232(LC 22)
Max Gray 13=1009(LC 22),25=2583(LC 1),28=111(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-29=-128/100,2-29=-106/111,2-3=-145/550,3-30=-457/1479,4-30=-457/1479,4-31=-302/921,5-31=-302/921,
5-32=-300/910,6-32=-300/910,6-7=-1004/299,7-8=-991/298,8-9=-1460/457,9-10=-1460/457,10-33=-1488/467,
11-33=-1488/467,11-12=-1354/422,13-15=-969/331,12-15=-935/344,1-28=-149/103
BOT CHORD 27-28=-292/12,26-27=-32/9,25-26=0/50,4-25=-1253/473,24-25=-227/0,23-24=-4/27,5-23=-155/97,22-23=-84/200,
21-22=0/46,7-22=-212/129,20-21=-122/0,19-20=-70/75,18-19=0/47,10-18=-345/204,17-18=-422/1354,16-17=-13/45,
15-16=-42/78,14-16=0/32,13-14=-33/29
WEBS 2-27=-382/328,3-27=-171/587,25-27=-462/90,3-25=-1509/574,23-25=-1385/510,4-23=-324/1118,6-23=-1537/537,
6-22=-303/1136,20-22=-271/1137,8-22=-208/76,11-18=-52/154,11-17=-578/321,12-17=-469/1504,2-28=-174/479,
8-20=-531/177,18-20=-275/1053,8-18=-243/739
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=6ft;Cat.II;
Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-4-4,Interior(1)4-4-4 to 8-7-8,Exterior(2)8-7-8 to 15-0-0
zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 265 lb uplift at joint 13,746 lb uplift at joint
25 and 232 lb uplift at joint 28.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
f Job 'Truss 'Truss Type Qfy Ply T
7103 T23 I Roof Special 1 1 A0030059
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed May 27 08:38:39 2015 Page 1
,I p.yc7mdtwzXKngCphrm57QyazEeSX-c9zxvo5r2KbOSn5TgbfVEf2pcOVNO?mp •80KzC k
12-1-2 6-9-8 12-1-3 17-4-14 12-199-2-420-1-8 26-3-4 30-9-2 32-3-8 35-3-0
6-9-8 5-3-11 5-3-11 i 1-9-60-114 6-1-12 4-5-14 1-6-6 2-11-8
Scale=1:62.7
5x8=
3x4— 5x6-
6.00 RT
2 25 3 26 27 4 5
r.. -- r i!
4
23 / 26
4x5% fii 2��/ \ \
5x8=
6 3x4= 8
J N .; VV3 • CI'
t• :4 i
21 29 20 19 30 18 8x831 32 16 33 3x8_ 13 10 11 9
3x6- 36= _4x5-5-8—
4x10- 0-5-4(0-2-2) (0-1-8)
3x4 1826#/-455# 559#/-134#
USP JUS24
12-1-2 12-1-2 12-1-2
6-9-8 12-1-3 17-4-14_ 20-1-8 26-3-4 32-3-8 35-3-0
6-9-8 5-3-11 5-3-11 2-8-10 6-1-12 6-0-4 2-11-8
Plate Offsets(X,Y)-- [2:0-6-0,0-2-8],[5:0-3-0,0-2-0],[15:0-2-8,0-2-8]
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.35 14-15 >614 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.63 14-15 >336 180
BCLL 0.0 " Rep Stress Ina YES WB 0.68 Horz(TL) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:272 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18
OTHERS 2x4 SP No.3 2-2-0 oc bracing:14-15.
WEBS 1 Row at midpt 4-17
T-Brace: 2x4 SP No.3-2-20,2-18,3-15,5-15
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=555/0-5-8 (min.0-1-8),21=530/Mechanical,17=1763/0-5-4 (min.0-2-2)
Max Horz 21=-91(LC 10)
Max Uplift9=-134(LC 9),21=-126(LC 12),17=-455(LC 12)
Max Grav9=559(LC 22),21=601(LC 23),17=1826(LC 16)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-23=-386/138,23-24=-299/139,2-24=-291/155,2-25=-175/152,3-25=-175/152,3-26=-101297,26-27=-10/297,
4-27=-101297,4-5=-11/299,5-28=-544/205,6-28=-623/189,6-7=454/82,7-8=-30/0,9-11=-520/172,8-11=-114/66,
1-21=-530/224
BOT CHORD 21-29=-85/106,20-29=-85/106,19-20=-59/297,19-30=-59/297,18-30=-59/297,17-18=-344/136,17-31=0/0,16-31=0/0,
15-32=-165/101,32-33=-165/101,14-33=-165/101,13-14=-111/361,12-13=-111/361,11-12=-116/357,10-12=0/29,
9-10=0/40
WEBS 2-20=-681143,2-18=-312/113,3-18=-39/311,15-18=-133/465,15-17=-1681/662,4-15=-238/121,6-14=-582/294,
1-20=-38/317,3-15=-702/274,7-14=0/203,7-11=-503/168,5-15=-795/374,5-14=-292/967
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-1,Interior(1)3-8-1 to 6-9-8,Exterior(2)6-9-8 to 22-8-9,
Interior(1)22-8-9 to 26-3-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 9,126 lb uplift at joint 21
and 455 lb uplift at joint 17.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
6Maieir1 psl J tignal permanent and stability bracing for truss system(not part of this component design)is always required.
Job _ 'Truss Truss Type _ Oty Ply I '
A0030057
7103 1T21 Half Hip 1 1
Building Component Supply, pangs,FL p Run:7 620 S Apr K 7 620 s Apr 30 MiTek In
� ' Ap2015 Print: 6�s Apr 30 2 �r
Bud ' Com neat Su I,Green Cove S 015 MTek Industries,Inc.Wed Maya2�708:38:3812015 Page 1
1 zQZhS4Do0TXreWGHu8GiRY AfUy3zlBasuzCMol
X1%-4 5-1-0 6-4-8,& 8-10 13-0-8 17-2-8 19-9-12 22-5-0 4Cpt29-10-0 azEeSX 8 34-7-0 37-6-8
0-10-4 5-1-0 1-3-8 2-6-0 4-2-0 4-2-0 2-7-4 2-7-4 7-5-0 ' 4-9-0 ' 2-11-8 i
Scale=1:69.7
4x5=
6.00 12 6x6 --
4x5- 3x6= 3x8= 3x6- 3x4 4x5-_.
31 2 3 4 32 5 6 33 7 8 9 10 34 11 12
4X5
-.> ..
V- \ 1:: \w 41/7\
2 N cm
0 4 W15 4 161
W12
� W7 � � � 1 � d,
II� 5x8= 35 36 x8= 37 18 17 q
25 22 21 20 •. 13 1
1
o L . 61 '� :`� 5x8= 4x10= 3x6= 3x4= r
3x5=
30 29 28 27
0-7-0(0-1-8) 4Q{08(0-2-6) 0-5-8(0-1-8)
112#/-231# 1996#/-568# 1258#/-320#
16.9.6 61g1-6 18.98
-0-9.14 5-1-0 _- 6-4-81 8-10-8 17.2-8 ---19-9-12 22-5-0 29.108 I 34-7-0 I 376.8 1
0.9.14 5-1-0 1-3-8 2.5-8 8-4-0 2.7-4 2.7.4 7-5-0 4-9-0 2-11-8
0-0-8
Plate Offsets(X,Y)-- [2_0-4-12,Edge],[19:0-2-12,0-2-8],[23:0-2-12,0-2-12],[24:0-2-12,0-2-121[26:0-2-12,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.19 23-24 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.51 23-24 >731 180
BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.07 13 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:336 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B1:2x6 SP No.2,B2,B4,B9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No.3`Except* 1 Row at midpt 3-26
W8:2x6 SP No.2 WEBS 1 Row at midpt 12-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=1161/0-5-8 (min.0-1-8),30=-121/0-7-0 (min.0-1-8),26=1996/0-5-8 (min.0-2-6)
Max Horz 30=102(LC 12)
Max Uplift13=-320(LC 9),30=-231(LC 22),26=-568(LC 12)
Max Grav13=1258(LC 17),30=112(LC 12),26=1996(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-31=-96/260,2-31=-79/326,2-3=-54/369,3-4=-102/93,4-32=-112/95,32-33=-112/95,5-33=-112/95,5-6=-1185/411,
6-7=-1185/411,7-8=-1177/410,8-9=-1375/469,9-34=-1390/474,10.34=-1390/474,10-11=-1390/474,11-12=-1114/367,
13-15=-1168/396,12-15=-1095/409,1-29=-115/365
BOT CHORD 29-30=-143/50,28-29=-149/55,27-28=-58/9,26-27=-71/95,3-26=-1214/369,25-26=-195/0,24-25=-10/21,4-24=-204/150,
24-35=-309/744,35-36=-309/744,23-36=-309/744,22-23=0/43,7-23=-213/129,21-22=-154/0,20-21=-68/57,19-20=0/44,
9-19=-345/204,19-37=-367/1114,18-37=-367/1114,17-18=-8/29,16-17=-8/29,15-16=-64/44,14-16=0/54,13-14=-18/85
WEBS 2-28=-45/544,26-28=-374/40,2-26=-924/292,24-26=-291/114,3-24=-398/1220,5-24=-1123/379,5-23=-181/784,
21-23=-338/1274,8-23=-25/38,11-19=-140/358,11-18=-736/388,12-18=-466/1414,1-28=-389/240,8-21=-579/211,
19-21=-348/1159,8-19=-177/549
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=38ft;eave=5ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-13,Interior(1)3-10-13 to 5-1-0,Exterior(2)5-1-0 to
10-4-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 320 lb uplift at joint 13,231 lb uplift at joint
30 and 568 lb uplift at joint 26.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
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Job
'Truss -Truss Type Qty. -Ply A0030074
j.7103 738 Hall Hip Girder 1 1
Job Ire(optional)
-------- -- - - --- - - 015 MiTek Industries,Inc. Wed May 27 08:38:45 5015 Page 1
- -- n Cove ---- - Run:7 620 s Apr 30 2015 Print:7.620
Building Component Supply,Green Cove Springs,FL ID:yc?mdtw[XKngCphrrn5?Qyg -RJLC9rAc8ALXBYcBsmvUwl_Srk8otF5atOSc zCMoe
20.7-0 3-1-8- _
I 2-0.0-2-0-0 I 1-1-8
Special A --1 Scale:1"=1'
3 4 f
8.00 i 12 4x5
T2
5x8
2
1
Ok 3211/-23/
1 WI
H1-
- 'I
B1 r 1 'C
11 8 5
til NAILED
2x4 11
NAILED 87#1-68#
4x10 I 22-2-8
0-526(9--(1-0) 20-7-0
11511028 3-14
200 1 1-14
Plate Offsets(X,Y)- (1:0-3-8,Edgej --
-I-
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 6-9 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a n/a Weight:16 lb FT=20%
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=115/0-5-8 (min.0-1-8),4=32/Mechanical,5=76/Mechanical
Max Horz 1=42(LC 25)
Max Uplift 1=-32(LC 8),4=-23(LC 4),5=-68(LC 7)
Max Grav1=115(LC 1),4=32(LC 1),5=87(LC 18)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-139/98,2-3=-23/24,3-4=0/0
BOT CHORD 1-11=-31/29,6-11=-11/9,5-6=0/0
WEBS 3-6=-105/119
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 1,23 lb uplift at joint 4 and
68 lb uplift at joint 5.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)137 lb down and 142 lb up at 2-0-0
on top chord. The design/selection of such connection device(s)is the responsibility of others.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-4=-60,5-7=-20
Concentrated Loads(Ib)
Vert:3=28(F)11=-7(F)
Job ties Truss Type —
-�, Ply •
7103 T39 Jadc-0pen Girder 1 1 A00300751
Building Component Supply'Green Cove Springs'FL Run:7.620 5 r 30 2015 Print:7.620 Reference(optional)
Apr Apr 30 Wok Industries,Inc.Wed May 27 08:38:45 2015 Page 1
20-7-0 ID:yc?mdl wzXKngCphrr o5 NyazEeSX-RJLC9rAc8ALXBiYcBsmvOwlyfreKoto5atOSc zCMoe
3-1-8 - ----
3-1-8
Scale=1:14.8
. 3
6.00 12 2x4 II
•
5x6
Nz I
N
1
Alit! ■
II
THD26 4
401#/-132#
0-5.8(0.118)" 2x4
20-7-0 20-7-0
619#/-142# USP JUS24
3-1-8
3-1-8
Plate Offsets(X,Y)- [1:0-5-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.03 4-7 >999 180
BCLL 0.0 * Rep Stress Ina NO WB 0.00 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except
BOT CHORD 2x6 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x8 SP No.2 1-5-1
MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection,in accordance with Stabilizer
REACTIONS. (lb/size) 1=619/0-5-8 (min.0-1-8),4=401/Mechanical Installation guide.
Max Horz 1=59(LC 21)
Max Uplift 1=-142(LC 8),4=-132(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-69/41,2-3=-31/31,3-4=-93/47
BOT CHORD 1-4=-112/302
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Enc.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 lb uplift at joint 1 and 132 lb uplift at joint
4.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-2-4 from the left end to connect truss(es)T37(1
ply 2x4 SP)to back face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-6=-60,2-6=60,2-3=-60,4-5=-20
Concentrated Loads(Ib)
Vert:7=-768(B)
■
Job Truss
nlTssType Qty Ply A00300761
T40 Roof Spedal Girder 1 1
7103 'Job Reference(optional)
Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 2708:38:46 20015_Page 1
suidnoComponentSupDb.Groan ° ID:yc?mdtwzXKngCphrm5?QyazEeSX-vVuaNBAEvTTOos7pIZH807gytEuiX6gEp.XZZ4pRzCMod
20-7-0 3-1-8 8-5-0 13-8-8 20-2-8 4x5 22-2-8 29-10-0
I 3-1-8 I 5-3-8 I 5-3-8 6-fi-0 2-0-0
6- Scale=1:50.4
`� 2x4
7
NAILED 3
8.00 12 4x10= I I 6x8 iimilti,........lr..= \T4
3 D • ED 4 5x8
5x8 i -�III-Ih-III. - $
PrIWAIdlA
N
i lop 20 ift
III
6611 �•
• �� 28 14 29 30 31 32 12 71 10
13
NAILED 2x4 NAILED JUS24 2x4 II 3x12 M18SHS= 4x10—_ 4x12 II
4x10 0512 II 9)
o-5-84-N1-14 7#/-5 NAILED NAILED 1347#/391#
1597#/-579#
20-7-0
20-7-0 29-10-0
3-1-8 8-5-0 1-3-8 _i_ 20-20 I 22-2-8 I 7-74 I
3-1-8 5-3-8 5-3 8 6-6-0 2-0-0
Plate Offsets(X,Y)— [1 0-3--8,Edge] [3:0-7-12,0-2-01[5:0-5-4,0-3-0] [9 0-7_-1,Edge],[13:0-3-12,0-1-12]
LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.44 12-13 >819 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.96 12-13 >372 180 M18SHS 244/190
BCLL 0.0 • Rep Stress Ina NO WB 0.91 Horz(TL) 0.15 9 n/a n/a Weight:153 lb FT=20%
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1`Except* TOP CHORD Structural wood sheathing directly applied.
T1:2x4 SP No.2,T4:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing.
BOT CHORD 2x4 SP No.1`Except* WEBS T-Brace: 2x6 SP No.2-5-10
B1:2x4 SP SS Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
WEBS 2x4 SP No.3'Except' nails,bin o.c.,with 3in minimum end distance.
W2:2x4 SP No.2 Brace must cover 90%of web length.
SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1597/0-5-8 (min.0-1-14),9=1347/0-5-8 (min.0-1-9)
Max Horz 1=-121(LC 23)
Max Uplift 1=-579(LC 8),9=-391(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-10321406,2-3=-2403/877,3-23=-4691/1627,23-24=-4691/1627,24-25=-4691/1627,25-26=-4691/1627,
4-26=-4691/1627,4-27=-4691/1627,5-27=-4691/1627,5-6=-2032/641,6-7=-1945/681,7-8=-2111/669,8-9=-852/0
BOT CHORD 13-32=-1629/5242,
2-32=1629 5242,11-12=-1631/5229, 0 9-10=-488/1792
'=71112040,
WEBS 3-14=-78/61,3-13=-920/2869,4-13=-395/275,5-13=-862/460,5-12=0/277,5-10=-3675/1265,6-10=-440/1408,
7-10=-232/192
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wi :ASC -10;Vult=l 0mph eongustVas ph;T aaf;BCDL= .0psf;h=25ft;B=45ft;L=30ft;eave=oft;Cat.II;
n , 3-scd )Lumber DOL plate grip
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 579 lb uplift at joint 1 and 391 lb uplift at joint
9.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 9-11-0 from the left end to connect truss(es)T39(1
ply 2x6 SP)to back face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
12)Warning:Additional permanent and stability bracing the face truss
is system ts are(not part of front c m or ent d design)is always required.
13)In the LOAD CASE(S)section,loads applied
LOAD CASE(S) Standard
Continued on page 2
Job - - 'Truss -Truss Type -Qty ,Ply -7-
7103 T40 pedal Girder _-- ___. Run:7.6201s Apr 30 2015 Print 7.620 s Apr e ce 5 Mion Ind - -_J
Roof S A0030076,
Budding Component Supply,Green Cove Springs.FL
!Job RApr 3020 O GOnaI usNas Inc.ine.Wed May 27 08 38 46 2015 P 2
ID:yc?mdhvz XKngCphrm57 QyazEeSX-vVuaNBAEvTT0os7pIZH807gytEuiX6gEpX7?8QzC d
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Veil:1-3=-60,3-5=-60,5-6=-60,6-9=-60,15-19=-20
Concentrated Loads(lb)
Vert:23=-22(B)25=-22(B)26=-22(B)28=-67(B)29=-15(B)30=-15(B)31=-15(B)32=-381(B)
Job Truss Truss T Ply Type Qty PI i
40030077
7103 T41 Roof Special 1 1
Buiding Job Reference(optional I
Component SuPPh,Green Cove Sprin0e,FL Run:7 620 s Apr 30 2015 Print:7 620 s Apr 30 2015 MiTek Industries,Inc.Wed May 2706:38:46 2075 Page 1
20-7-0 :yc?mdtwzXKngCphrm5?QyazEeSX-vVuaNBAEvTTOos7pIZH807gy6EvmX5xFa38QzCMod
5-1-8 10-5-0 15-8-8 ID 20-2-8 22-2-8 29-10-0
5-1-8 5-3-8 5-3-8 - 4-6-0 _- 2-0-0 7-7-8 --
Scale=1:50.6
4x5 -
6
Iii 2x4//
4x5= 7
6.00 12 3x4= 4x5= 27
3
r" — 1, \T4.
5x6 22 23 28 5x6
2 � . 8 440 'Ct
1 , 70i0 111, 9
.. ii d
=' 12 11
13 10 :
3x4= 3x4
3x8 MT2OHS- 3 x 8= 4x10 I I
0-5-841P-8)I
0-5-8(0-1-8)
1193#/-313#
1193#/-313#
20-7-0 20-7-0
5-1-8 12-8-0 } 20-2-8 I 29-10-0
5-1-8 7-6-8 7$8 9-7-8
Plate Offsets(X,Y)-- [1:0-3-0,0-1-12],[9 0-7-1,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.18 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.49 12-13 >733 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(TL) 0.12 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:152 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing.
B1:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer
SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0 Installation guide.
REACTIONS. (lb/size) 1=1193/0-5-8 (min.0-1-8),9=1193/0-5-8 (min.0-1-8)
Max Horz1=121(LC 11)
Max Uplift1=-313(LC 12),9=-313(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-717/182,2-22=-1860/634,22-23=-1843/641,3-23=-1819/650,3-24=-1615/621,4-24=-1615/621,4-25=-2734/941,
5-25=-2734/941,5-26=-1690/603,6-26=-1631/616,6-7=-1662/666,7-27=-1683/653,27-28=-1724/638,8-28=-1821/625,
8-9=-809/0
BOT CHORD 1-13=-509/1586,12-13=-837/2577,11-12=-899/2786,10-11=-899/2786,9-10=-456/1542
WEBS 3-13=-136/642,4-13=-1132/392,4-12=0/345,5-12=-87/96,5-10=-1624/637,6-10=-459/1261,7-10=-277/205
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-1-8,Exterior(2)5-1-8 to 8-1-8,
Interior(1)15-8-8 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 1 and 313 lb uplift at joint
9.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job truss Truss Type Oty Ply
7103 T42 Roof Solids! 1 1 A0030078
Bating Component Supply.Green Cove SpMpe FL I Job Reference(optional)
Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Wed May 27 0638:46 2015 Page 1
20-7-0 7-1-8 ID:yc?mdtwzX KngCphrrn5 MyazEeSX-vVuaNBAEv7TOos7pIZH807gywEw8XCg 8OzCMod
I 7-1-8 I 12.5-0 17-8-8 - 20-2-8 22-2-8 29-10-0 2U 70
53-8 `5-3-8 2-6-0- 2-0-0 ' 7-7-8-
Scale=1:50.5
4x5 -
6x8 6
2x4 I 4x5 - 2x4/1
6.00 12 3 4 T3' 7
In 1111
2'
23 1 F22
2 t 8 us
1 v
o - _HWt
w, 9
13
MI d
12 71 10
34
4
0-5-841 8) 2x4 3x8= 3x8= 4x10
1193#I-313# 0-5-8(0-1-8)
1193#/-313#
20-7-0
20-7-0
7-1-8
•
12-5-0 20-2-8 29-10-0
7-1-8 5 3 8 I 7-9-8 I
9-7-8 I
Plate Offsets(X,Y)- [1:Edge,0-0-0],13:0-4-12,Edgej,[9:0-7-1,Edge]
LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.14 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.41 10-12 >874 180
BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(TL) 0.11 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:157 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied.
T1:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-4-10 oc bracing.
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1193/0-5-8 (min.0-1-8),9=1193/0-5-8 (min.0-1-8)
Max Horz 1=-121(LC 10)
Max Uplift1=-313(LC 12),9=-313(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-694/38,2-22=-1836/621,22-23=-1764/633,3-23=-1740/646,3-24=-2125/797,4-24=-2125/797,4-25=-2125/797,
5-25=-2125/797,5-6=-1659/639,6-7=-1665/669,7-26=-1685/656,26-27=-1726/641,8-27=-1823/628,8-9=-794/2
BOT CHORD 1-13=-486/1554,12-13=-484/1557,11-12=-633/2049,10-11=-633/2049,9-10=-461/1544
WEBS 3-13=0/186,3-12=-223/725,4-12=-368/214,5-12=-64/201,5-10=-1154/505,6-10=-531/1333,7-10=-280/217
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-1-8,Exterior(2)7-1-8 to 10-1-8,
Interior(1)17-8-8 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 1 and 313 lb uplift at joint
9.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
•
Truss Type 'Qty Ply I A0030079
iJob Truss �Hip 1
7103 IT43 'Job Reference(optional)_
Run:7.6200 S�X 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 0838:472015 paps 1
Budding Component Supply,Green Cove Springs,FL yo gCphrmS?QyazEeSX-NiSzaXBsgnbFQOi?IHoNZKNBXeGLGk? gszCMOC
20-7-0 7-1-8 9-1$ 14-11-0 20-8-8 — 2-8- 29-10-0 I
I 5-9-8 5.9-8 7-1-8
7-1-8 2-0-0 Scale=1:49.7
6x6' 2x4 I 6x6-
4 24 25 5 26 27 6
T2---- — _ f 2x4//
6.0012 2x4\\ ;� +.i 7
3 • 0
23 / N
29 6 5x8 22 8
2 �44 1 9
1
1
1
�� 12 11 10
3x4 4x10 II
3x4 3x4=
3x4 0-5-8(0-1$)
gg 3x8 -- 0-5-8(-1-8)
0-5-46:11°-81
53#4-313
1193#1-313#
20-7-0
207-0 X8-8 29-10-0
9-1-8 14-98 0 1 5-9.8 I 9-1-8
Plate Offsets(X,Y)— [1:0-3-8,Edge],[4:0-4-12,Edge],[6:0-4-12,Edge],[9:0-7-1,Edge]- -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.11 11-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.29 13-16 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.21 Horz(TL) 0.10 9 n/a n/a 20%
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Veight:161 lb FT=20
- - --
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0 I be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1193/0-5-8 (min.0-1-8),9=119310-5-8 (min.0-1-8)
Max Horz 1=115(LC 11)
Max Uplift1=-313(LC 12),9=-313(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 5-25 1-2=-798/24,764/742,5-26=-1764/742,2-22=-1828/663, 26-27=-1764/742,22-23=-1736/678, 6-27=-1764/742,6-7=-1674/692,7-28 61 33/688,28-29=-1736/678,
8-29=-1828/663,8-9=-798/24
BOT CHORD 1-13=-520/1550,12-13=-425/1481,11-12=-425/1481,10-11=-414/1481,9-10=-509/1550
WEBS 3-13=-194/208,4-13=-1031324,4-11=-169/465,5-11=-397/250,6-11=-169/465,6-10=-103/324,7-10=-194/208
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=oft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 24-11-7,
Interior(1)24-11-7 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 1 and 313 lb uplift at joint
9.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss -Truss Type Qty -Ply
7103 144 Hip 1 1 A0030060
gepgyM Supply,Green Cove SPEW Job Reference(optional)
Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Mey 27 08:38:47.2015 Page 1
20-7-0 5-8-8 I 11-1-8 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-NiSzaXBsgnbFQOi?IHoNZKN60eEMGk?g gszCMoc
5-8-8 5-5-0 I .. _ _.. __ 24-1-8-.. ___ 29-10-0
7-7-0
5-5-0 5-8-8
{
Scale=1:49.4
4x10=
4x5=
4 24 25 26 27 5
6.00 12 r a
N3x4 23 - 28 3x4
3 6
N N
5x8 i 22 1NJ 1Y3 / 29 5x6
2 7
1 I 1 WI W2 WI
8
M B2 a 1d
lk
13 12 71 10 9
6x8 I 2x4 3x4= 3x4
0-5-8(0-1-8) = 2x4 6x8 II
1193#/-313#
0-5-8(0-1-8)
20-7-0 1193#/-313#
20-7-0
5-8-8 11-1-8 18-8-8
5-8-8 5-5-0 7-7-0 5-5-0 2�� {
Plate Offsets(X,Y)-- [1:Edge,0-0-0],[4:0-7-0,0-2-0],[8:Edge,0-0-0] -
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.11 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.32 10-12 >999 180
BCLL 0.0 * Rep Stress Ina YES WB 0.21 Horz(TL) 0.11 8 n/a n/a
BCDL 10.0 1
1 Code FBC2010/TPI2007 I (Matrix-M) Weight 164 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-4-10
OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131'x3")
SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1193/0-5-8 (min.0-1-8),8=1193/0-5-8 (min.0-1-8)
Max Horz 1=140(LC 11)
Max Uplift/=-313(LC 12),8=-313(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-717/181,2-22=-1853/641,3-22=-1812/660,3-23=-1593/615,4-23=-1546/634,4-24=-1388/635,24-25=-1388/635,
25-26=-1388/635,26-27=-1388/635,5-27=-1388/635,5-28=-1547/634,6-28=-1593/615,6-29=-1812/660,7-29=-1853/641,
7-8=-717/181
BOT CHORD 1-13=-519/1594,12-13=-519/1594,11-12=-382/1388,10-11=-382/1388,9-10=-508/1582,8-9=-508/1582
WEBS 3-13=0/136,3-12=-260/162,4-12=-25/375,4-10=-135/136,5-10=-34/375,6-10=-261/162,6-9=0/135
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-1-8,Exterior(2)11-1-8 to
22-11-7,Interior(1)22-11-7 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 1 and 313 lb uplift at joint
8.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job trussTnissn Type - - -Qty -Pr
Y
7103 T45 Hip 1 1 A0030081
Job Reference(optional)
Buidng Component Suppy,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s 30 2015 MiTek Industries,Inc. Wed May 27 08:38:48 4015 P 1
Apr age
20-7-0 ID:yc?mdtvraKngCphrm5?QyazEeSX-suOLotCVR5j62AHBs Jc6Yw112c076wXGRp9.I CMob
I 6-8-8 l 13-1-8 16-8-8 23-1-8 29-10-0
6-8-8 6-5-0 I 3-7-0 6-5-0 6-8-8-
4x5= Scale=1:49.4
4x5 --
4 5
-1.
12
23 24
3x4
3x4
a 3 8
i OA
ry W3 W3
22
5x8 25
2 5x8
1 � r wi W I 7
AI 8
1 I fi-E, 0 ED a ti!
13 12 11 10 9
3
4x12 '' 2x4 H 3x5= 3x4= 2x4 4x12 I
0-5-8(0-1-8) 3x4=
0-5-4(0-1-8)
1193#/-313#
20-7-0
1193#/-313#
20--7-0
6-8-8 I 13-1-8 I 16-8-8 23-1-8 29-9-12 29-10-0
6-8-8 -- 6-5-0 3-7-0 6-5-0 I 6-8-4 0-0-4
Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[8:0-7-1,Edge)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.26 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.49 9-10 >727 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.12 8 n/a n/a
BCDL 10.0 Code FBC201 O/TP12007 (Matrix-M) Weight 159 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer
Installation guide. 1
REACTIONS. (lb/size) 1=1193/0-5-8 (min.0-1-8),8=1193/0-5-4 (min.0-1-8)
Max Horz 1=165(LC 11)
Max Uplift 1=-313(LC 12),8=-313(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-710/142,2-22=-1866/621,3-22=-1825/644,3-23=-1474/584,4-23=-1386/603,4-5=-1245/589,5-24=-1386/603,
6-24=-1474/584,6-25=-1825/644,7-25=-1866/621,7-8=-710/142
BOT CHORD 1-13=-498/1629,12-13=-498/1629,11-12=-295/1245,10-11=-295/1245,9-10=-487/1594,8-9=-487/1594
WEBS 3-13=0/215,3-12=-495/238,4-12=-93/361,5-10=-93/361,6-10=-495/238,6-9=0/215
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=oft;Cat.II;
Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-1-8,Exterior(2)13-1-8 to 16-8-8,
Interior(1)20-11-7 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 1 and 313 lb uplift at joint
8.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job (Truss
Truss Type ply A00300821
17103 IT46 Common 3 1 Job Reference(option*-
Buidi g Component Suppy,Green Cove SPdnos,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc,Wed May 27 08.38:48 2015 Pa b
ID:yc?mdtwzXKngCphm15?QyazEeSX-suOLotCVR5j62AHBs Jc6Yw112ZE?A2XGrc6rz Ao
20-7-0 7-74 14-11-0 22-2-12 29.10-0
1 3 7
-
Scale:1/4'=1'
8.00 12 5
3x8% 23g
22
4 ��
2x4//
2x4\\ 7
3 �.
1-
\. 24 5x6
5x8� 21 `\\ 8
2 9
1 4
�% •� B1 = r mi = :y •J ld
d 12 25 11 28 10
3x4= 3x8 MT20HS= 3x4= 4x12
4x12 I I 0-54(0-1-8)
0-'x8(0.1 8) 1113#
11931k:313#21 29-10-0
2&9-12 ad.4
10-0-8 8 I 10-04
10-aa
Plate Offsets(X,Y)_[1_0-7-1,Edge],[9:0-7-1,Edge]
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.45 10-12 >798 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.80 10-12 >450 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.11 9 n/a n/a Weight:148 lb FT=20%
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
T1:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing
B2:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer
WEBS 2x4 SP No.3 Installation guide.
SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0
REACTIONS. (lb/size) 1=1193/0-5-8 (min.0-1-8),9=1193/0-5-4 (min.0-1-8)
Max Horz 1=187(LC 11)
Max Uplift1=-313(LC 12),9=-313(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension _
TOP CHORD 6-23=82569/611,6-7=53/58607,7124=6764/6098-24=053/582,8-9=822/23 5-22 -1552/626,
-9 5822/23 5 22 -1552/626,5-23=-15531626,
BOT CHORD 1-12=-425/1666,12-25=-201/1136,11-25=-201/1136,11-26=-201/1136,10-26=-201/1136,9-10=-425/1580
WEBS 5-10=-166/682,7-10=-384/280,5-12=-167/678,3-12=-383/280
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:
CAEncl.,GCpi=0l18;MWFRS(directional)al)to daC-C1Exterior(2)0-0-0 o 3-0-0,,IInnterio(1)3-0-0 to 14-1-0,Exterior(2)14 11-0 to II;
17-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 1 and 313 lb uplift at joint
9.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
To6--- ----- ---Truss
-Truss T
YPe --
Qty 'Ply_ - ------
7103 j T49 Common Girder 1 I A0030083
(
Buldinp ComponentSupply,Green Cove Springs,FL J 1 2 Job Reference(optional)
Run:7.620 s
Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed May 27 08:38:492015 P e 1
20701 8-2-12 ID:yc?mdtwzXKngCphm15?QyazEeSX-K4aj?DD7COrzfKsOQigrelSciSzQkbQh 4 MfllzCMoa
1411-0 28-3-8 29 1 r a -0
654 6-84 - —1--
6-8-4 68.4 1-6-8 -
5
8.00 12 w` _ Scale=1:50.6
3x4
3X4
4 8
ix �� �i 3x4...0 i i i i 7
i
3x4
2 3x4
8
B1 I, 2 WEI r'-
15 14 13 12 11 10
3x6 I 6x8=
0-5-8(0- -8)4x11 4x5= 4x10= 4x5= 3x8 I
1352#/-365# SQ14(0 2-7)
THD24113#/-1259#
20-7.0
20-7-0
1.6E 8-2-12 14-11-0 2310-0
Plate Offsets 1-6-8 6-8-4 6-8-4 I 218--4 I -8-4 _z331z
68J 684 1540
s(X,Y)-- [1:Edge,0-0-5],[9:0-7 4,Edge],[10:0-6-4 0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.06 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.13 10-11 >999 180
BCLL 0.0 ' 1 Rep Stress Incr NO WB 0.41 Horz(TL) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight 423 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins.
BOT CHORD 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1352/0-5-8 (min.0-1-8),9=4113/0-5-4 (min.0-2-7)
Max Horz 1=-187(LC 6)
Max Uplift1=-365(LC 8),9=-1259(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-1780/463,2-3=-2219/631,3-4=-1711/540,4-5=-1612/567,5-6=-1612/568,6-7=-1712/541,7-8=-2792/817,
8-9=-4883/1467
BOT CHORD 1-15=-440/1625,14-15=-440/1625,13-14=-455/1910,12-13=-455/1910,11-12=-623/2429,10-11=-1316/4331,
9-10=-1316/4331
WEBS 5-12=-311/1085,7-12=-1222/451,7-11=-135f728,8-11=-2020/845,8-10=-734/1417,3-12=-599/253,3-14=0/259,
2-14=-20/289,2-15=-515/284
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 8-10 2x4-1 row at 0-4-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 365 lb uplift at joint 1 and 1259 lb uplift at
joint 9.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Use USP THD28(With 16d nails into Girder&NASD nails into Truss)or equivalent at 28-3-8 from the left end to connect truss(es)T53
(1 ply 2x6 SP)to front face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Continued on page 2
Job
Truss Truss Type IUty 'Ply I AO030083
Common Gilder 1
��03 149 Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7ID 15 Cphn6S?Qyaar30 X1 K4aj?DD7COrzfl(sCWed May 27 08:38:492015 Pap
aS�Qkb8hVVMfl1zC""2
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-5=-60,5-9=-60,16-19=-20
Concentrated Loads(lb)
Vert:10=3079(F)
■
Job rNSS truss Type - I J
Qty .Ply --- -- -- _ --- --- A0030084j
Common 2 1
7103 T50 'Job Reference(optional)
Run:7 620 s Apr 30 2015 Print:7.620 s Apr 30 2015 M Tek Industries,Inc.Wed May 27 08:38:49'2015 Page I
&rl3rtp Component Supply,Green Cove Springs,FL ID:yc?mdtwzXKngCphrm5?OyazEeSX-K4aj?DD7COrdksOQigreISTOSwnka2h\ CMoa
21-5-2 --- 28-2-12
207-0 7-74 7-31-0 6-9-10
I 7-7-4 I 7312 6-6.2
6.00 ITI 5
Scale=1:46.8 3x6. 17 , 18
4
0 4x5
2x4\\ 8
3 '",,
19
.`•4 3x4 II
16 7
5x8 ,
1 2y '' c
Y al
81 Y n I B2 11230/-2964 11 10 9 8
3x4= 3x5= 3x4= 3x5=
4x10
0-5-8(0-1-8) USRtfl4D26
11�1/1�3#
9-6-1
18-8-11 28-2-12
I 9-2-9 I 9.8-1
Plate Offsets(X,Y)— [1:0-7-1,Edge]
LOADING(psf) SPACING- 2-0-0 CS,. I DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.35 9-11 >950 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.88 1 Vert(TL) -0.59 9-11 >569 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.07 8 n/a n/a Weight:150 lb FT=20%
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-8
SLIDER Left 2x8 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1123/0-5-8 (min.0-1-8),8=1123/Mechanical
Max Horz 1=174(LC 11)
Max Uplift1=-293(LC 12),8=-296(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-772/17,2-16=-1719/538,3-16=-1574/565,3-4=-1571/591,4-17=-1467/595,5-17=-1454/610,5-18=-1279/539,
6-18=-1377/512,6-19=-150/147,7-19=-219/130,7-8=-238/186
BOT CHORD 1-11=-424/1539,10-11=-196/1007,10-20=-19611007,9-20=-196/1007,8-9=-349/1229
WEBS 3-11=-388/285,5-11=-203/685,5-9=-97/494,6-9=-220/221,6-8=-13641406
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-11-0,Exterior(2)14-11-0 to
17-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 293 lb uplift at joint 1 and 296 lb uplift at joint
8.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
"Job Truss Truss Type Qty Ply -
7103 151 Hip 1 1 A0030085
Job Reference(optional)
Budding Component Supply,Green Cove Springs, Apr FL - Run:7 620 s 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed May 27 08:38:492015 Page 1
20-7-0 ID:yc?mdtwzXKngCphrrn5?QyazEeSX-K4aj?DD7COrzfKsOQigreIST5Sv6ka gVfllzCMae
7-1-8 I 13-11-8 15-10-8 21-5-2 28-2-12
7-1-8 6-10.0 1-11-0 5-6-10
6-9-10 -
4 r 5x6= Scale:1/4"=1'
4 „ 5x6
6.00,12
17 18
4x5
2x4 \ 6
3S a
���
19 d
\ .
5x6%
2 16 44 7 3x4 II
1 icy 1 2 1
. li
61
4 11 2010 21 9 1123#/-296#
3x4= 3x8 MT20HS= 3x4= 8
4x12 4x5=
0-5-8(0-1-8)
1123#/-293# USP THD26
20-7-0
9-6-1
20-7-0
9-6-1 i 19-2 91 1 28-2-12 H
( ) [ g ] [ ] [ ] [8:0-2-8,0-2-81
9-6-1
Plate Offsets X,Y-- 1:0-3-8,Ed e, 4.03-0,0-2-0, 5:0�-0,0-2-8, - - - --
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.40 9-11 >852 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.64 9-11 >530 180 MT20HS 187/143
BCLL 0.0 • Rep Stress Incr YES WB 0.49 Horz(TL) 0.07 8 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:147 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-8
SLIDER Left 2x8 SP No.2 2-0-0
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1123/0-5-8 (min.0-1-8),8=1123/Mechanical
Max Horz 1=163(LC 11)
Max Uplift 1=-293(LC 12),8=-296(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-779/67,2-16=-1726/580,3-16=-1655/605,3-17=-1557/599,4-17=-1468/618,4-5=-1033/529,5-18=-1311/570,
6-18=-1380/547,6-19=-155/152,7-19=-226/135,7-8=-247/193
BOT CHORD 1-11=-489/1569,11-20=-253/1072,10-20=-253/1072,10-21=-253/1072,9-21=-253/1072,8-9=-384/1223
WEBS 3-11=-387/295,4-11=-169/623,5-9=-95/475,6-9=-213/220,6-8=-1367/448
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II;
Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-11-8,Exterior(2)13-11-8 to
15-10-8,Interior(1)20-1-7 to 28-1-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)”This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 293 lb uplift at joint 1 and 296 lb uplift at joint
8.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type - .01Y Ply A0030086'
17103 152 Hip 1
Run:7.820 s Apr 30 Job Reference(optional)
BuIc 1g Component Supply,Green Cove Springs,FL 2015 Print:7.620 s r 30 2015 MiTek Industries.Inc.Wed May 27 08:38:50 2015 Pa 1
20.7 0 y Cphrm5?QyazEeSX oG85DZDlz¢gHURa_PL4Bz?hlsGjT1 bgg9RiBzCMOZ
6-1-8 11-11-8 17-10-8 21-5-2 28-2-12___
ID: c.m nq
�—
6-1-8 5-10-0 5-11-0 3.6-10 6-9-10
Scale:1/4"=1'
4x5-
4x5
4 19 20 21 22 5
6.00 12 4x5
8 23
3x4 18 3
/Ipt. 24 N c.� 3x411 °8 5x8 17 •• 7
lik
11 1;1
2
ii� a m _ :y I^I
10 25 269 1123#/-296#
12 11 8
2x4 3x8= 3x4 3x4= 4x5 -
0-5-8(0-1-8 8) USP THD26
1122-0934 20-7-0
6-1-8 11-11-8 I 18-8-11 1 28-2-12
' 6-t-8 5-10-0 6-9-3 9.6-1
Plate Offsets(X,Y)– [1:0-3-8,Edge],[5:0-2-8,0-1-8] [8:0-2-4,0-2-8] _
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.76 Vert(LL) -0.22 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.57 8-9 >590 180
BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(TL) 0.07 8 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) i Weight:162 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing.
SLIDER Left 2x8 SP No.2 2-0-0 WEBS 1 Row at midpt 5-11,6-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1123/0-5-8 (min.0-1-8),8=1123/Mechanical
Max Horz 1=138(LC 11)
Max Uplift 1=-293(LC 12),8=-296(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-669/158,2-17=-1735/593,3-17=-1694/613,3-18=-1409/555,4-18=-1334/574,4-19=-1197/582,19-20=-1197/582,
20-21=-1197/582,21-22=-1197/582,5-22=-1197/582,5-6=-1357/580,6-23=-140/156,23-24=-1701154,7-24=-248/140,
7-8=-261/196
BOT CHORD 1-12=-511/1480,11-12=-511/1480,11-25=-30211128,10-25=-302/1128,10-26=-302/1128,9-26=-302/1128,
8-9=-409/1207
WEBS 3-12=0/186,3-11=-359/192,4-11=-34/317,5-11=-78/201,5-9=-67/335,6-9=-124/189,6-8=-1311/471
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-11-8,Exterior(2)11-11-8 to
22-1-7,Interior(1)22-1-7 to 28-1-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 293 lb uplift at joint 1 and 296 lb uplift at joint
8.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
7103 !Truss
T53
Buiding Component Supply,Green Cove SO Das.FL Truss Type
Flat Girder Qty Ply
1 1
Job Reference(optional) A003001
Run:7.620s Apr 30 2015 Pdnt 7.620 s Apr 30 2015 MiTek Imustries.Inc.Wed may 27 08:38:50 2015 Page 2
ID:yoTmdtwzXKnqCphrm5?OyazEeSX-oG85DZDIzizgHURa_PL4Bz?gNsJTTyvvq295DHBzCMoZ
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:11=-1103(B)12=-1103(B)13=-1103(13)14=-1103(B)
1
Job Truss Truss Type Qty Ply
A0030088
7103 154 Roof Special Girder 1
I 2 Job Reference(optional)
&rildi g Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed May 27 08:38:51 0015 Page 1
20 7-0 ID:yc?mdtwzXKngCphrm5?QyazEeSX-GTiTQvENk05hvd0mX7tJjAYgFd kyprmpezCMoY
5-14 9-11-8 14-11-0 19-10-8 24-1-6 _ 284-4 30-10-6 33-8-0 i
I 5-1-8 I 4-10-0 I 4-11-8 { 4-11-8 4-2-14 4-2-14 2-6-2 2-9-10
Scale=1:59.1
6x6 2x4 II 6x6
8.0012 4 24 5 6
Ipt
3x41"- 3x5
7
ii 7x14 MT20HS
4x5% �� 2x4 0_:33
2 ��. 8 x12 10 u1
t�
1 ri►=!��` VV9 WIO
. I _ = "MI - ti]
19 18 17 16 15 14 13 12 11
2x4 II 3X4= 4x8 3x8= 3x4 6x8 - 4x10 - 8x10 5x10 MT2OHS-
0-5-8 -8) 0-5-8(0-2-5)
1829#/-509# THD28 39321/-1192#
20-7-0 20-7-0
5-1-8 9-11-8 14-11-0 19-10-8 -_ -._ 24-1-6 28-4-4 33-8-0
5-1-8 4-10-0 I 4-11-8 4-11-8 4-2-14 4-2-14 5-3-12
Plate Offsets(X,Y)- [4:0-4-12,Edge),[6.0-4-12,Edge],[7:0-1-12,0-1-8),[8:0-5-12,0-2-12],[12:0-3-8,0-64],[13:0-3-8,0-2-0]
LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.27 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.62 12-13 >654 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(TL) 0.09 11 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:457 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except
BOT CHORD 2x6 SP No.2*Except* end verticals.
B3:2x8 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3`Except*
W9:2x4 SP No.2
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=1829/0-5-8 (min.0-1-8),11=3932/0-5-8 (min.0-2-5)
Max Horz 1=121(LC 7)
Max Uplift 1=-509(LC 8),11=-1192(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-1988/487,2-3=-2988/862,3-4=-2971/907,4-24=-3355/1072,5-24=-3355/1072,5-6=-3355/1072,6-7=4169/1281,
7-8=-7154/2148,8-9=-13921/4228,9-10=-364/110,10-11=-114/54
BOT CHORD 1-19=-728/2601,18-19=-728/2601,17-18=-675/2617,16-17=-675/2617,15-16=-1016/3718,14-15=-1884/6394,
13-14=-1885/6398,12-13=-4185/13784,11-12=-2265/7346
WEBS 3-19=-217/125,3-18=-210/193,4-18=-52/269,4-16=-334/1194,5-16=-331/170,6-16=-620/333,6-15=-578/2009,
7-15=-3447/1116,7-13=-897/3093,8-13=-7684/2392,8-12=-1147/363,9-12=-2156/7223,9-11=-7670/2368
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-4-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 12-8 2x4-1 row at 0-5-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 509 lb uplift at joint 1 and 1192 lb uplift at
joint 11.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
11)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 28-3-8 from the left end to connect truss(es)T53
(1 ply 2x6 SP)to back face of bottom chord.
12)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
Continued on page 2
1 Job Truss -- IT ss type - Qty 'Ply
A0030087
7103 753 I Flat Girder 1 1 1 Job Reference(Optional)
Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industies,Inc.Wed Ma 27 08:38:504015 Page 1
nld
20-7-0 ID:yc? tw2XKngCphrm5?QyazEeSX-oG85DZDIzzgHURa PL4Bz?gNsJ'I c95DHBzCMorZ
2-5-10 _ 4-9-8-______ 7-1.8 . 9-7-0
I 2-5-10 -- 2-3-14 2-3-14 2-5-10
i
Scale=1:18.0
Spedel Special
1 4x10= Special 2 3x5-- S 2x4 I I 3x5= 4x10=
Special 3 Special 4 Special 5
E ---
v. W1 W2 W1 --------------- 0,........ ............2 W1 W2 W1 W2 W1
N.
'r
11 9 12 8 13 7 14 g
3099#/-987# THD267x10= THD26 7x10— THD26 7x10-- 3099#/-987#
10 THD26
8x14 M18SHS 8x14 M18SHS I
USP THD28 USP THD28
20-7-0 20-7-0
2-5-10 4-9-8 7-1-6 9-7-0
2-5-10 I 2-3-14 f 2-3-14 } 2-5-10
Plate Offsets(X,Y)— [2:0-2-4,0-1-8],[4:0-2-4,0-1-8],[6:Edge,0-3-8],[7:0-3-8,0-4-4],[8:0-5 0,0-4-4],[9:0-3-8,0-4-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.11 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.24 8 >465 180 M18SHS 244/190
BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:57 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-15 oc purlins, except
BOT CHORD 2x6 SP SS end verticals.
WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing.
W2:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing •
be installed during truss erection,in accordance with Stabilizer
Installation guide. - -
REACTIONS. (lb/size) 10=3099/Mechanical,6=3099/Mechanical
Max Uplift10=-987(LC 4),6=-987(LC 4)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-2696/882,1-2=-4646/1461,2-3=-6059/1901,3-4=-6059/1901,4-5=-4646/1461,55=-2696/882
BOT CHORD 10-11=-63/189,9-11=-63/189,9-12=-1461/4646,8-12=-1461/4646,8-13=-1461/4646,7-13=-1461/4646,7-14=-63/189,
6-14=-63/189
WEBS 1-9=-1596/5091,2-9=-1151/453,2-8=-503/1613,3-8=-378/200,4-8=-503/1613,4-7=-1151/453,5-7=-1596/5091
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Enc.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide metal plate or equivalent at bearing(s)10,6 to support reaction shown.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 987 lb uplift at joint 10 and 987 lb uplift at
joint 6.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-12 from the
left end to 7-9-4 to connect truss(es)T52(1 ply 2x4 SP),T51(1 ply 2x4 SP),T50(1 ply 2x4 SP)to back face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
12)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 9-5-4 sufficient to connect
truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of
others.
13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-5=-172(F=-112),6-10=-20
Continued on page 2