id:d5jikdj7bodewdtygexcgayvekq-wl ...mignatti.com/quickpay/plans/mchpl/515 capri/truss/515 c-sit...
TRANSCRIPT
Job
515 C-SIT RM-FLAT
Truss
T1
Truss Type
COMMON TRUSS
Qty
6
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:00:40 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-wL?TGWOr4vDl7BHh0Np4kbEsxvJXZhXtqiu0ZLyuow5
Scale: 1/8"=1'Camber = 1/4 in
T2 T2
B1
W4
W3
W2 W1
W2
W3
W5W9
W6
W9
W7
W8
T1 T3
B1B2
1664#/-117# 210#/-165#2569#/-118#
1
2
3
4
5
6
7
8
9 10
1817 16
1514 13
12 11
3x6
5x6
3x6
3x8 MT20H3x4
4x4
3x4
3x8
3x4
4x4
4x4
4x6
5x6 3x4
4x6
4x4 3x6
9-9-09-9-0
19-6-09-9-0
29-3-09-9-0
32-4-03-1-0
38-10-06-6-0
39-0-00-2-0
0-3-80-3-8
6-11-86-8-0
13-0-06-0-8
19-6-06-6-0
26-0-06-6-0
38-8-812-8-8
39-0-00-3-8
39-11-0
0-11-0
1-0
-0
10-9
-0
1-0
-0
6.00 12
Plate Offsets (X,Y): [1:0-4-2,Edge], [8:0-1-12,0-1-8], [9:0-1-8,0-2-0], [13:0-1-12,0-1-12], [18:0-3-0,0-2-12]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.730.930.73
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.35-0.550.08
(loc)15-1715-17
11
l/defl>999>698
n/a
L/d360240n/a
PLATESMT20MT20H
Weight: 233 lb FT = 20%
GRIP244/190187/143
LUMBERTOP CHORD 2x4 SP No.1 *Except*
T1,T3: 2x4 SP No.2BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 *Except*
W9: 2x6 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 4-15, 6-13, 2-18
REACTIONS (lb/size) 18=1453/0-3-8 (min. 0-1-15), 11=47/0-3-0 (min. 0-1-8), 12=2254/0-3-8 (min. 0-3-0)Max Horz18=-176(LC 7)Max Uplift18=-117(LC 9), 11=-165(LC 14), 12=-118(LC 10)Max Grav18=1664(LC 2), 11=210(LC 15), 12=2569(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-512/250, 2-3=-2412/769, 3-4=-2215/799, 4-19=-1521/588, 5-19=-1396/619, 5-20=-1396/620, 6-20=-1521/588, 6-7=-492/311,
7-8=-691/281, 8-9=-129/675, 1-18=-434/239BOT CHORD 17-18=-514/2212, 17-21=-295/1827, 16-21=-295/1827, 15-16=-295/1827, 14-15=-72/1032, 14-22=-72/1032, 13-22=-72/1032,
12-13=-497/274, 11-12=-102/313WEBS 2-17=-286/292, 4-17=-126/590, 4-15=-889/433, 5-15=-278/767, 6-15=0/472, 6-13=-1242/388, 8-13=-320/1745, 2-18=-2186/560,
8-12=-2439/717, 9-12=-798/379
NOTES (12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.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 20.0psf 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.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=117, 11=165, 12=118.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T1A
Truss Type
COMMON TRUSS
Qty
5
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:00:43 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-LwhbuXRkNqbK_f0GiVNnMEsLJ7Lfm_RJWg7gAgyuow2
Scale: 1/8"=1'Camber = 3/8 in
T2 T2
B1
W4
W3
W2 W1 W2
W3
W5W9
W6
W9
W7
W8
T1 T3
B1B2
2105#/-133# 2105#/-133#
1
2
3
4
5
6
7
8
9
1716 15
1413 12
11 10
3x6
5x6
3x6
3x8 MT20H3x4
4x6
3x4
3x8
3x4
3x4
3x4
4x6
5x6 3x6
4x6
4x6 3x8 MT20H
9-9-09-9-0
19-6-09-9-0
29-3-09-9-0
39-0-09-9-0
0-3-80-3-8
6-11-86-8-0
13-0-06-0-8
19-6-06-6-0
26-0-06-6-0
38-8-812-8-8
39-0-00-3-8
1-0
-0
10-9
-0
1-0
-0
6.00 12
Plate Offsets (X,Y): [1:0-3-14,0-0-4], [9:0-2-12,0-1-12], [11:0-3-0,0-1-12], [17:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.850.900.98
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.44-0.720.15
(loc)14-1612-14
10
l/defl>999>644
n/a
L/d360240n/a
PLATESMT20MT20H
Weight: 232 lb FT = 20%
GRIP244/190187/143
LUMBERTOP CHORD 2x4 SP No.1 *Except*
T1: 2x4 SP No.2BOT CHORD 2x4 SP No.1 *Except*
B2: 2x4 SP M 31WEBS 2x4 SP No.2 *Except*
W9: 2x6 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing.WEBS 1 Row at midpt 4-14, 6-14, 2-17
REACTIONS (lb/size) 17=1839/0-3-8 (min. 0-2-8), 10=1839/0-3-8 (min. 0-2-8)Max Horz17=165(LC 8)Max Uplift17=-133(LC 9), 10=-133(LC 10)Max Grav17=2105(LC 2), 10=2105(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-556/262, 2-3=-3250/1008, 3-4=-3052/1037, 4-18=-2431/846, 5-18=-2307/877, 5-19=-2307/877,
6-19=-2431/846, 6-7=-3054/1043, 7-8=-3253/1013, 8-9=-3368/989, 1-17=-457/245, 9-10=-2019/645BOT CHORD 16-17=-765/2917, 16-20=-567/2607, 15-20=-567/2607, 14-15=-567/2607, 13-14=-571/2609,
13-21=-571/2609, 12-21=-571/2609, 11-12=-750/2911, 10-11=-120/379WEBS 2-16=-235/269, 4-16=-106/537, 4-14=-855/420, 5-14=-507/1580, 6-14=-857/425, 6-12=-112/537,
2-17=-2970/785, 8-11=-330/128, 9-11=-635/2550
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=133, 10=133.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T1AC
Truss Type
Special Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:00:46 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-lVNkXZTcglzur6krNewU_sUtOKN8zLNmDeLKn?yuow?
Scale: 1/8"=1'Camber = 5/16 in
T2 T2
B1 B2
B3
W11 W7
W6 W2 W1
W5
W8
W9
W13W12
W14W10
T3
B4
W4W3
1523#/-157# 3136#/-150# 80#/-658#
1 2
3
45
6
7
89
10
11
19
18
17
16
1514
13 12
3x6
5x6
3x6
4x4 3x8 MT20H
3x4
5x6
5x6
4x4
4x8
5x8
3x6
5x8
2x4
5x6
3x4
4x6
3x4
5-9-105-9-10
11-7-45-9-10
19-6-07-10-12
22-11-03-5-0
32-2-49-3-4
38-10-06-7-12
39-0-00-2-0
-0-11-00-11-0
0-3-8
0-3-8
5-9-105-6-2
11-7-45-9-10
19-6-07-10-12
22-11-03-5-0
27-6-104-7-10
32-2-44-7-10
38-8-86-6-4
39-0-00-3-8
1-0
-0
10-9
-0
1-0
-0 2-9
-15
6.00 12
3.00 12
Plate Offsets (X,Y): [2:0-2-12,0-2-8], [5:0-1-4,0-1-12], [11:0-1-12,0-2-0], [13:0-4-0,0-2-12], [15:0-3-0,0-2-8], [17:0-2-8,0-3-4]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.740.920.96
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.26-0.610.29
(loc)17
16-1712
l/defl>999>629
n/a
L/d360240n/a
PLATESMT20MT20H
Weight: 243 lb FT = 20%
GRIP244/190187/143
LUMBERTOP CHORD 2x4 SP M 31 *Except*
T1: 2x4 SP No.2, T3: 2x4 SP No.1BOT CHORD 2x4 SP No.2 *Except*
B4: 2x4 SP M 31WEBS 2x4 SP No.2 *Except*
W13,W14: 2x6 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 5-16, 8-13, 11-13, 7-15
REACTIONS (lb/size) 19=1311/0-3-8 (min. 0-1-12), 13=2729/0-3-8 (min. 0-2-10), 12=-507/0-3-0 (min. 0-1-8)Max Horz19=176(LC 8)Max Uplift19=-157(LC 9), 13=-150(LC 9), 12=-658(LC 14)Max Grav19=1523(LC 2), 13=3136(LC 2), 12=80(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3398/1019, 3-4=-3195/973, 4-5=-3008/978, 5-20=-1232/509, 6-20=-1079/538, 6-7=-1130/576,
7-21=-874/480, 8-21=-966/468, 8-9=-231/1523, 9-10=-254/1374, 10-11=-453/1591, 2-19=-1550/604, 11-12=-136/670
BOT CHORD 18-19=-203/397, 17-18=-817/3043, 16-17=-637/2887, 15-16=-12/810, 14-15=-11/328, 14-22=-11/328, 13-22=-11/328
WEBS 3-18=-278/171, 5-17=-294/1586, 5-16=-2235/750, 6-16=-236/504, 8-15=-136/946, 8-13=-2636/748, 10-13=-522/366, 2-18=-624/2574, 11-13=-1414/595, 7-15=-788/176, 7-16=-19/556
NOTES (13)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.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 20.0psf 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.9) Bearing at joint(s) 19 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 100 lb uplift at joint(s) except (jt=lb) 19=157, 13=150, 12=658.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T1AGE
Truss Type
GABLE
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:00:53 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-2rIN?yZ?0vrvABnBHcY7mLGEW8yr6hfoqEYCV5yuovu
Scale: 1/8"=1'
W2
T2
T3
T4
W1
B1
ST9ST9ST8ST7
ST6ST5
ST4ST3
ST2ST1
ST9 ST10ST11
ST12ST13
ST14ST15
ST16ST17
B1B2
O2O2O1 O2 O3
12
3 4
5
6
7
8
9
1011 12 13 14 15 16
17
18
19
20
2122
2324
47 46 45 44 43 42 41 40 3938
37 36 3534
33 32 31 30 29 28 27 26 25
5x6 WB
5x6
3x6
3x6
5x6
3x6
39-0-039-0-0
0-3-80-3-8
15-8-815-5-0
23-5-87-9-0
38-8-815-3-0
39-0-00-3-8
0-1
1-0
8-9
-4
1-0
-0
8-9
-4
6.00 12
Plate Offsets (X,Y): [3:0-2-4,0-3-4], [11:0-3-0,0-2-0], [15:0-3-0,0-2-0]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
1-11-41.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.100.080.23
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.01
(loc)- -
25
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 271 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 11-15.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS T-Brace: 2x4 HF Std - 13-36, 12-37, 10-39, 14-35, 15-33
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.
REACTIONS All bearings 39-0-0.(lb) - Max Horz47=154(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 47, 25, 36, 37, 40, 41, 42, 43, 44, 45, 35, 32, 31, 30, 29, 28, 27 except 46=-164(LC 9), 26=-148(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 47, 25, 39, 46, 33, 26 except 36=252(LC 17), 37=260(LC 17), 40=264(LC 18), 41=251(LC 18), 42=253(LC 18), 43=253(LC 18), 44=254(LC 18), 45=251(LC 18), 35=265(LC 17), 32=271(LC 18), 31=250(LC 18), 30=254(LC 18), 29=253(LC 18), 28=253(LC 18), 27=255(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 8-9=-56/304, 9-10=-61/368, 10-11=-51/332, 11-49=-10/355, 12-49=-10/355, 12-13=-10/355,
13-14=-10/355, 14-50=-10/355, 15-50=-10/355, 15-16=-63/372, 16-17=-55/311
NOTES (18)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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 asapplicable, or consult qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-0
5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding.7) All plates are 2x4 MT20 unless otherwise indicated.8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc.11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.12) * 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.13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 47, 25, 36, 37, 40, 41, 42, 43, 44, 45, 35,
32, 31, 30, 29, 28, 27 except (jt=lb) 46=164, 26=148.14) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 16) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.17) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.18) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T1C
Truss Type
SPECIAL TRUSS
Qty
3
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:00:57 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-wcXuqKcW47MKfo4yWSd3wBRmcm7j2J6NksWQesyuovq
Scale: 1/8"=1'Camber = 5/16 in
T2 T2
B1 B2
B3
W11 W7
W6 W2 W1
W5
W8
W9
W13W12
W14W10
T3
B4
W4W3
1523#/-157# 3136#/-150# 80#/-658#
1 2
3
45
6
7
89
10
11
19
18
17
16
1514
13 12
3x6
5x6
3x6
4x4 3x8 MT20H
3x4
5x6
5x6
4x4
4x8
5x8
3x6
5x8
2x4
5x6
3x4
4x6
3x4
5-9-105-9-10
11-7-45-9-10
19-6-07-10-12
22-11-03-5-0
32-2-49-3-4
38-10-06-7-12
39-0-00-2-0
-0-11-00-11-0
0-3-8
0-3-8
5-9-105-6-2
11-7-45-9-10
19-6-07-10-12
22-11-03-5-0
27-6-104-7-10
32-2-44-7-10
38-8-86-6-4
39-0-00-3-8
1-0
-0
10-9
-0
1-0
-0 2-9
-15
6.00 12
3.00 12
Plate Offsets (X,Y): [2:0-2-12,0-2-8], [5:0-1-4,0-1-12], [11:0-1-12,0-2-0], [13:0-4-0,0-2-12], [15:0-3-0,0-2-8], [17:0-2-8,0-3-4]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.740.920.96
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.26-0.610.29
(loc)17
16-1712
l/defl>999>629
n/a
L/d360240n/a
PLATESMT20MT20H
Weight: 243 lb FT = 20%
GRIP244/190187/143
LUMBERTOP CHORD 2x4 SP M 31 *Except*
T1: 2x4 SP No.2, T3: 2x4 SP No.1BOT CHORD 2x4 SP No.2 *Except*
B4: 2x4 SP M 31WEBS 2x4 SP No.2 *Except*
W13,W14: 2x6 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 5-16, 8-13, 11-13, 7-15
REACTIONS (lb/size) 19=1311/0-3-8 (min. 0-1-12), 13=2729/0-3-8 (min. 0-2-10), 12=-507/0-3-0 (min. 0-1-8)Max Horz19=176(LC 8)Max Uplift19=-157(LC 9), 13=-150(LC 9), 12=-658(LC 14)Max Grav19=1523(LC 2), 13=3136(LC 2), 12=80(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3398/1019, 3-4=-3195/973, 4-5=-3008/978, 5-20=-1232/509, 6-20=-1079/538, 6-7=-1130/576,
7-21=-874/480, 8-21=-966/468, 8-9=-231/1523, 9-10=-254/1374, 10-11=-453/1591, 2-19=-1550/604, 11-12=-136/670
BOT CHORD 18-19=-203/397, 17-18=-817/3043, 16-17=-637/2887, 15-16=-12/810, 14-15=-11/328, 14-22=-11/328, 13-22=-11/328
WEBS 3-18=-278/171, 5-17=-294/1586, 5-16=-2235/750, 6-16=-236/504, 8-15=-136/946, 8-13=-2636/748, 10-13=-522/366, 2-18=-624/2574, 11-13=-1414/595, 7-15=-788/176, 7-16=-19/556
NOTES (13)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.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 20.0psf 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.9) Bearing at joint(s) 19 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 100 lb uplift at joint(s) except (jt=lb) 19=157, 13=150, 12=658.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T2
Truss Type
Common Truss
Qty
6
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:00:59 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-t?feF0dmckc2u6EKdsfX0cW65ZuHWJCgCA?Xjkyuovo
Scale: 3/16"=1'Camber = 1/4 in
T2
T3
B1
W7
W5
W2W1
W3
W6
W4
W9
W8
T1
B2
1669#/-80#1648#/-166#
12
3
4
5
6
7
8
1312 11
10 9
3x6
4x4
2x4
3x8 MT20H3x4
4x4
3x4
3x8
3x4
5x6
4x4
5x6
9-8-09-8-0
19-6-09-10-0
29-0-09-6-0
-0-11-00-11-0
0-3-8
0-3-8
6-6-06-2-8
13-0-06-6-0
19-6-06-6-0
24-3-04-9-0
28-8-84-5-8
29-0-00-3-8
1-0
-0
10-9
-0
6-0
-0
6.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-12], [9:0-3-0,0-2-12], [13:0-3-0,0-2-12]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.740.530.61
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.26-0.450.06
(loc)10-129-10
9
l/defl>999>756
n/a
L/d360240n/a
PLATESMT20MT20H
Weight: 187 lb FT = 20%
GRIP244/190187/143
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP M 31WEBS 2x4 SP No.2 *Except*
W9: 2x6 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 5-10, 7-9, 4-13
REACTIONS (lb/size) 9=1472/0-3-8 (min. 0-1-8), 13=1434/0-3-8 (min. 0-1-8)Max Horz13=307(LC 8)Max Uplift9=-80(LC 9), 13=-166(LC 9)Max Grav9=1669(LC 2), 13=1648(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-570/275, 3-4=-371/292, 4-5=-2190/704, 5-14=-1298/522, 6-14=-1167/538, 6-7=-1258/552, 2-13=-553/345BOT CHORD 12-13=-575/2022, 12-16=-348/1633, 11-16=-348/1633, 11-17=-348/1633, 10-17=-348/1633, 10-18=-70/786, 18-19=-70/786, 9-19=-70/786WEBS 4-12=-268/286, 5-12=-104/552, 5-10=-893/446, 6-10=-249/632, 7-10=-3/569, 7-9=-1544/382, 4-13=-1909/445
NOTES (12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.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 20.0psf 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.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 13=166.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T2C
Truss Type
Special Truss
Qty
3
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:02 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-HaKnu1gfvf_dlZzvJ?DEdE8aSnqwja76u7DBK3yuovl
Scale: 3/16"=1'Camber = 5/16 in
T2
T3
B1 B2
B3
W9W7
W6W2
W1
W3
W4
W8
W5
W11
W10
T1
1544#/-166# 1541#/-80#
12
3
4
5
6
7
8
14
13
12
11
10 9
3x6
4x4
3x4
4x4 5x6
3x4
5x6
6x6
4x4
4x8
5x6
3x8
4x8
5-9-105-9-10
11-7-45-9-10
19-6-07-10-12
22-11-03-5-0
29-0-06-1-0
-0-11-00-11-0
0-3-8
0-3-8
5-9-105-6-2
11-7-45-9-10
19-6-07-10-12
22-11-03-5-0
28-8-85-9-8
29-0-00-3-8
1-0
-0
10-9
-0
6-0
-0
2-9
-15
6.00 12
3.00 12
Plate Offsets (X,Y): [5:0-1-4,0-1-12], [6:0-2-0,0-2-4], [9:0-3-0,0-2-12], [12:0-2-8,0-3-8], [14:0-1-9,0-2-0]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.860.920.98
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.24-0.560.30
(loc)12-1311-12
9
l/defl>999>616
n/a
L/d360240n/a
PLATESMT20
Weight: 196 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP No.1BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2 *Except*
W11: 2x6 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 5-11, 7-10, 7-9
REACTIONS (lb/size) 14=1331/0-3-8 (min. 0-1-12), 9=1344/0-3-8 (min. 0-1-13)Max Horz14=308(LC 8)Max Uplift14=-166(LC 9), 9=-80(LC 9)Max Grav14=1544(LC 2), 9=1541(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3454/1052, 3-4=-3269/994, 4-5=-3082/1022, 5-15=-1280/514, 6-15=-1102/533, 6-7=-1191/580, 2-14=-1573/617BOT CHORD 13-14=-337/404, 12-13=-919/3094, 11-12=-750/2957, 10-11=-78/877, 10-17=-75/840, 9-17=-75/840WEBS 3-13=-284/175, 5-12=-346/1611, 5-11=-2267/805, 6-11=-253/582, 7-11=-52/479, 7-9=-1465/335, 2-13=-651/2617
NOTES (12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 14=166.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T2GE
Truss Type
HIP TRUSS
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:07 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-eX8gxljnjCcwsLrt5YoPKIrbBoj3O1yr2Pxy?Hyuovg
Scale: 3/16"=1'
W2
T2
T3
T4
W1
B1
ST10ST9ST9ST9ST8ST7
ST6ST5
ST4ST3
ST2ST1
ST11ST12
B2
O3O2O2O2O1
12
34
5
6
7
8
9
10
11 12 13 14 15 16
17
1819
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
3x4
5x6 WB
5x6
3x6
4x4
29-0-029-0-0
-0-11-00-11-0
0-3-8
0-3-8
15-8-815-5-0
23-5-87-9-0
28-8-85-3-0
29-0-00-3-8
0-1
1-0
8-9
-4
6-0
-0
8-9
-4
6.00 12
Plate Offsets (X,Y): [4:0-1-12,0-3-4], [12:0-3-0,0-2-0], [16:0-2-0,0-2-4], [36:0-1-12,0-1-4]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.220.150.24
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.00-0.00-0.00
(loc)11
20
l/defln/rn/rn/a
L/d180120n/a
PLATESMT20
Weight: 224 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 12-16.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS T-Brace: 2x4 HF Std - 16-23, 15-24, 14-25, 13-26, 11-27
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.
REACTIONS All bearings 29-0-0.(lb) - Max Horz36=353(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 20, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34, 22, 21 except 35=-270(LC 9)Max Grav All reactions 250 lb or less at joint(s) 36, 20, 23, 27, 35, 21 except 24=277(LC 18), 25=259(LC 18), 26=268(LC 18),
28=272(LC 19), 30=260(LC 19), 31=262(LC 19), 32=261(LC 19), 33=261(LC 19), 34=263(LC 19), 22=283(LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-360/16, 3-4=-267/0, 4-37=-266/0, 5-37=-258/49
NOTES (19)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate 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 asapplicable, or consult qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-0
5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.7) Provide adequate drainage to prevent water ponding.8) All plates are 2x4 MT20 unless otherwise indicated.9) Gable requires continuous bottom chord bearing. 10) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).11) Gable studs spaced at 2-0-0 oc.12) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.13) * 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.14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34,
22, 21 except (jt=lb) 35=270.15) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.16) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 17) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.18) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.19) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T3
Truss Type
Common Truss
Qty
4
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:11 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-WJNBm6mInQ7LLy9eKOtLV80E3PvlKjiRz1v982yuovc
Scale: 3/16"=1'Camber = 5/16 in
T1
T1
B1
W1
W2W2
W4
W3W4
W3
B2
1156#/-95# 1155#/-95#
12
3
4
5
67
1110
9 8
4x4
3x8 MT20H3x8
4x4 4x4
3x4
4x4 4x4
3x4
10-0-010-0-0
20-0-010-0-0
-0-11-00-11-0
0-3-8
0-3-8
5-0-04-8-8
10-0-05-0-0
15-0-05-0-0
19-8-84-8-8
20-0-00-3-8
20-11-0
0-11-0
1-4
-4
9-8
-4
1-4
-4
10.00 12
Plate Offsets (X,Y): [8:0-1-12,0-2-0], [11:0-1-12,0-2-0]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.420.930.70
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.18-0.470.03
(loc)9-119-11
8
l/defl>999>507
n/a
L/d360240n/a
PLATESMT20MT20H
Weight: 129 lb FT = 20%
GRIP244/190187/143
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS (lb/size) 11=1005/0-3-8 (min. 0-1-8), 8=1004/0-3-8 (min. 0-1-8)Max Horz11=-298(LC 7)Max Uplift11=-95(LC 9), 8=-95(LC 10)Max Grav11=1156(LC 2), 8=1155(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-366/235, 3-12=-928/322, 4-12=-788/342, 4-13=-788/342, 5-13=-928/322, 5-6=-364/235, 2-11=-426/279, 6-8=-425/279BOT CHORD 10-11=-144/759, 10-14=-144/759, 9-14=-144/759, 9-15=-29/758, 15-16=-29/758, 8-16=-29/758WEBS 4-9=-250/630, 5-9=-251/272, 3-9=-251/272, 3-11=-832/93, 5-8=-833/93
NOTES (12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.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 20.0psf 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.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T3A
Truss Type
Common Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:14 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-xt3JP8pA4LVwCPtD0WQ26mel3cwPX33tf?7plNyuovZ
Scale: 3/16"=1'Camber = 5/16 in
T1
T2
B1
W1
W2W2
W4
W3W4
W3
B2
1069#/-50# 1157#/-95#
1
2
3
4
56
109
8 7
3x4
4x4
3x8 MT20H3x8
4x4 4x4
4x4 4x4
3x4
10-0-010-0-0
20-0-010-0-0
0-3-80-3-8
5-0-04-8-8
10-0-05-0-0
15-0-05-0-0
19-8-84-8-8
20-0-00-3-8
20-11-0
0-11-0
1-4
-4
9-8
-4
1-4
-4
10.00 12
Plate Offsets (X,Y): [7:0-1-12,0-2-0], [10:0-1-12,0-2-0]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.430.940.72
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.18-0.470.03
(loc)8-107-8
7
l/defl>999>506
n/a
L/d360240n/a
PLATESMT20MT20H
Weight: 127 lb FT = 20%
GRIP244/190187/143
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS (lb/size) 10=933/0-3-8 (min. 0-1-8), 7=1006/0-3-8 (min. 0-1-8)Max Horz10=-318(LC 7)Max Uplift10=-50(LC 9), 7=-95(LC 10)Max Grav10=1069(LC 2), 7=1157(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-340/167, 2-11=-933/322, 3-11=-790/343, 3-12=-790/341, 4-12=-931/323, 4-5=-364/235, 1-10=-316/164, 5-7=-425/279BOT CHORD 9-10=-144/768, 9-13=-144/768, 8-13=-144/768, 8-14=-29/761, 14-15=-29/761, 7-15=-29/761WEBS 3-8=-251/638, 4-8=-251/273, 2-8=-261/274, 2-10=-863/163, 4-7=-837/93
NOTES (12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.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 20.0psf 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.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T3B
Truss Type
Common Truss
Qty
5
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:16 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-tGB4qqqRczleRj1c7xTWCBj5YQct?zVA6JcwpFyuovX
Scale: 3/16"=1'Camber = 5/16 in
T1
T1
B1
W1
W2W2
W4
W3
W4
W3
B2
1071#/-49# 1070#/-49#
1
2
3
4
5
98
7 6
3x4
4x4
3x4
3x8 MT20H3x8
4x4 4x4
4x4 4x4
10-0-010-0-0
20-0-010-0-0
0-3-80-3-8
5-0-04-8-8
10-0-05-0-0
15-0-05-0-0
19-8-84-8-8
20-0-00-3-8
1-4
-4
9-8
-4
1-4
-4
10.00 12
Plate Offsets (X,Y): [6:0-1-12,0-2-0], [9:0-1-12,0-2-0]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.430.940.73
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.18-0.470.03
(loc)7-97-9
6
l/defl>999>506
n/a
L/d360240n/a
PLATESMT20MT20H
Weight: 125 lb FT = 20%
GRIP244/190187/143
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS (lb/size) 9=935/0-3-8 (min. 0-1-8), 6=934/0-3-8 (min. 0-1-8)Max Horz9=-300(LC 7)Max Uplift9=-49(LC 9), 6=-49(LC 10)Max Grav9=1071(LC 2), 6=1070(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-340/167, 2-10=-936/323, 3-10=-793/342, 3-11=-793/342, 4-11=-936/323, 4-5=-339/167, 1-9=-316/164, 5-6=-315/164BOT CHORD 8-9=-163/770, 8-12=-163/770, 7-12=-163/770, 7-13=-93/770, 13-14=-93/770, 6-14=-93/770WEBS 3-7=-253/645, 4-7=-261/275, 2-7=-261/275, 2-9=-867/162, 4-6=-868/162
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T3GE
Truss Type
GABLE
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:20 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-l1QafBtxfBF4wKLNMnXSM1uqq1A2xurm1xa8y0yuovT
Scale: 1/4"=1'
W2
T1
T2
T1
W2
B1
ST4ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2W1
1
2
3
4
5
6 7 8 9 10
11
12
13
14
15
26 25 24 23 22 21 20 19 18 17 16
3x4
4x6 4x6
5x6 3x4
20-0-020-0-0
-0-11-00-11-0
0-3-8
0-3-8
7-8-27-4-10
12-3-144-7-13
19-8-87-4-10
20-0-00-3-8
20-11-0
0-11-0
1-4
-4
7-9
-0
1-4
-4
7-9
-0
10.00 12
Plate Offsets (X,Y): [2:0-1-8,0-1-8], [6:0-4-4,0-2-0], [10:0-4-4,0-2-0], [24:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
1-11-41.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.160.090.26
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.00-0.010.00
(loc)151516
l/defln/rn/rn/a
L/d180120n/a
PLATESMT20
Weight: 145 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 6-10.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 20-0-0.(lb) - Max Horz26=298(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 16, 22, 23, 20, 19 except 26=-289(LC 7), 21=-103(LC 7), 24=-131(LC 9), 25=-214(LC 8),18=-119(LC 10), 17=-167(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 22, 25, 20, 17 except 26=287(LC 8), 16=273(LC 19), 21=302(LC 18), 23=282(LC 19), 24=283(LC 19), 19=281(LC 19), 18=286(LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-26=-273/294, 2-3=-253/275, 4-27=-172/261, 4-5=-114/287, 5-6=-81/340, 6-7=-7/290, 7-28=-7/290,
8-28=-7/290, 8-29=-7/290, 9-29=-7/290, 9-10=-7/290, 10-11=-81/333, 11-12=-77/254, 14-16=-254/110BOT CHORD 25-26=-269/286WEBS 8-21=-263/126, 2-25=-238/282
NOTES (18)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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 asapplicable, or consult qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-0
5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.7) Provide adequate drainage to prevent water ponding.8) All plates are 2x4 MT20 unless otherwise indicated.9) Gable requires continuous bottom chord bearing. 10) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).11) Gable studs spaced at 2-0-0 oc.12) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.13) * 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.14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 22, 23, 20, 19 except (jt=lb) 26=289,
21=103, 24=131, 25=214, 18=119, 17=167.15) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.16) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 17) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.18) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T5
Truss Type
Common Truss
Qty
5
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:23 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-Ac6jIDwqy6deno3y1v59_gWE3E238FrCjvpoZLyuovQ
Scale: 1/4"=1'Camber = 1/8 in
T1T1
B1
W1
W2
W1
W2
W4
W3
W4
W3
B2
1261#/-123# 1261#/-123#
12
3
4
5
67
1211 10 9
8
4x4
3x6 3x4
4x4
3x4
4x4
4x4
5x6 5x6
4x4
7-6-117-6-11
15-1-57-6-11
22-8-07-6-11
-0-11-00-11-0
0-3-8
0-3-8
5-8-05-4-8
11-4-05-8-0
17-0-05-8-0
22-4-85-4-8
22-8-00-3-8
23-7-0
0-11-0
1-0
-0
6-8
-0
1-0
-0
6.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-12], [6:0-2-0,0-1-12], [8:0-3-0,0-2-12], [12:0-3-0,0-2-12]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.610.710.31
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.19-0.290.06
(loc)9-119-11
8
l/defl>999>911
n/a
L/d360240n/a
PLATESMT20
Weight: 127 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 3-12, 5-8
REACTIONS (lb/size) 12=1092/0-3-8 (min. 0-1-8), 8=1091/0-3-8 (min. 0-1-8)Max Horz12=100(LC 8)Max Uplift12=-123(LC 9), 8=-123(LC 10)Max Grav12=1261(LC 2), 8=1261(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-391/224, 3-13=-1602/560, 4-13=-1492/588, 4-14=-1492/588, 5-14=-1602/560, 5-6=-391/224, 2-12=-432/287, 6-8=-432/287BOT CHORD 11-12=-329/1465, 11-15=-111/1065, 10-15=-111/1065, 10-16=-111/1065, 9-16=-111/1065, 8-9=-329/1465WEBS 4-9=-165/572, 5-9=-311/273, 4-11=-165/572, 3-11=-311/273, 3-12=-1426/348, 5-8=-1426/348
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=123, 8=123.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
T5GE
Truss Type
COMMON TRUSS
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:27 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-2OLE7azK0L84FPNjGl958Wg20sa945moeWn?i6yuovM
Scale: 1/4"=1'
W1
T1T1
W1
B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
B2
12
3
4
5
6
7
8
9
10
11
12
13
1415
29 28 27 26 25 24 23 22 21 20 19 18 17 16
4x4
3x6
22-8-022-8-0
-0-11-00-11-0
0-3-8
0-3-8
11-4-011-0-8
22-4-811-0-8
22-8-00-3-8
23-7-0
0-11-01-0
-0
6-8
-0
1-0
-0
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
1-11-41.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.100.060.12
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.00-0.010.00
(loc)151516
l/defln/rn/rn/a
L/d180120n/a
PLATESMT20
Weight: 132 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 22-8-0.(lb) - Max Horz29=-115(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 29, 16, 23, 24, 26, 27, 21, 20, 19, 18 except 28=-119(LC 9), 17=-104(LC 10)Max Grav All reactions 250 lb or less at joint(s) 29, 16, 22, 23, 24, 26, 27, 28, 21, 20, 19, 18, 17
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 7-8=-40/290, 8-9=-40/290
NOTES (16)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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 asapplicable, or consult qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live
loads.7) All plates are 2x4 MT20 unless otherwise indicated.8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc.11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.12) * 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.13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 16, 23, 24, 26, 27, 21, 20, 19, 18
except (jt=lb) 28=119, 17=104.14) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 16) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V1
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:29 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-_mT_YG_aYyOoVjX6OACZDxmPdfGdY0555qG6n?yuovK
Scale: 1"=1'
T1 T1
B1
113#/-6# 113#/-6#
1
2
3
2x4
3x4
2x4
0-0-50-0-5
3-0-123-0-7
0-3-80-3-8
1-6-61-2-14
2-9-41-2-14
3-0-120-3-8
0-0
-4
1-3
-5
0-0
-4
10.00 12
Plate Offsets (X,Y): [2:0-2-0,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.030.060.00
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 9 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=97/3-0-3 (min. 0-1-8), 3=97/3-0-3 (min. 0-1-8)Max Horz1=-29(LC 7)Max Uplift1=-6(LC 9), 3=-6(LC 10)Max Grav1=113(LC 2), 3=113(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber
DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V1A
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:31 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-x9blzy0r4aeWk1hUVbE1JMrjWTx80wJOZ8lDruyuovI
Scale: 3/4"=1'
T1 T1
B1
ST1
1
2
3
4
2x4
4x4
2x4 2x4
0-0-50-0-5
5-5-95-5-4
0-3-80-3-8
2-8-122-5-4
5-2-12-5-4
5-5-90-3-8
0-0
-4
2-3
-5
0-0
-4
10.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.130.060.02
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 20 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=115/5-4-15 (min. 0-1-8), 3=115/5-4-15 (min. 0-1-8), 4=171/5-4-15 (min. 0-1-8)Max Horz1=-59(LC 7)Max Uplift1=-19(LC 10), 3=-24(LC 10)Max Grav1=135(LC 2), 3=135(LC 2), 4=195(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber
DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V1B
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:33 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-tXiVOe25cBuEzKqtd?GVOnw03GcVUqWg0SEKwmyuovG
Scale: 1/2"=1'
T1 T1
B1
ST1
1
2
3
42x4
4x4
2x4 2x4
0-0-50-0-5
7-10-67-10-1
0-3-80-3-8
3-11-33-7-11
7-6-143-7-11
7-10-60-3-8
0-0
-4
3-3
-5
0-0
-4
10.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.320.130.04
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 29 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=174/7-9-12 (min. 0-1-8), 3=174/7-9-12 (min. 0-1-8), 4=260/7-9-12 (min. 0-1-8)Max Horz1=-89(LC 7)Max Uplift1=-29(LC 10), 3=-36(LC 10)Max Grav1=205(LC 2), 3=205(LC 2), 4=296(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber
DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V1C
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:35 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-pwqFpJ3L7o8xDe_FkQJzTC?Ld4FSyjOzUmjQ_fyuovE
Scale: 3/8"=1'
T1 T1
B1
ST1
1
2
3
43x4
4x4
3x4
2x4
0-0-50-0-5
10-3-310-2-14
0-3-80-3-8
5-1-94-10-1
9-11-114-10-1
10-3-30-3-8
0-0
-4
4-3
-5
0-0
-4
10.00 12
Plate Offsets (X,Y): [1:0-3-8,Edge], [2:0-2-0,0-2-4], [3:0-0-6,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.380.290.08
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 39 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=208/10-2-9 (min. 0-1-8), 3=208/10-2-9 (min. 0-1-8), 4=399/10-2-9 (min. 0-1-8)Max Horz1=-120(LC 7)Max Uplift1=-23(LC 10), 3=-32(LC 10), 4=-9(LC 9)Max Grav1=244(LC 2), 3=244(LC 2), 4=458(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-279/92
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V1GE
Truss Type
GABLE
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:38 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-EVWORL5EQjWW45jqQZsh5qdw8HKt95YPAkx5b_yuovB
Scale: 1/2"=1'
T1
T2
T1
B1
ST2ST2
ST1
ST2
ST1
1
2
3 4 5 6 7
8
9
14 13 12 11 103x4
4x6 4x6
3x4
12-7-112-7-1
0-3-80-3-8
4-0-13-8-9
8-7-04-6-14
12-3-93-8-9
12-7-10-3-80-0
-4
3-4
-1
0-0
-4
3-4
-1
10.00 12
Plate Offsets (X,Y): [3:0-4-4,0-2-0], [7:0-4-4,0-2-0]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
1-11-41.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.100.050.05
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 9
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 56 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 3-7.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 12-7-1.(lb) - Max Horz1=-112(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 11 except 14=-129(LC 9), 10=-129(LC 10)Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 11 except 12=307(LC 17), 14=309(LC 18), 10=309(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 5-12=-267/108, 2-14=-252/143, 8-10=-252/142
NOTES (16)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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 asapplicable, or consult qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-0
5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding.7) All plates are 2x4 MT20 unless otherwise indicated.8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc.10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.11) * 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.12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 13, 11 except (jt=lb) 14=129,
10=129.13) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.14) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 15) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.16) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V3
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:40 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-Aud8s17UyLmEJPtDX_u9AFjHN5?Cd?pid2QBgsyuov9
Scale: 1"=1'
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-50-0-5
4-0-33-11-14
0-3-80-3-8
2-0-11-8-9
3-8-111-8-9
4-0-30-3-8
0-0
-4
1-8
-1
0-0
-4
10.00 12
Plate Offsets (X,Y): [2:0-2-0,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.060.120.00
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 12 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=138/3-11-9 (min. 0-1-8), 3=138/3-11-9 (min. 0-1-8)Max Horz1=-41(LC 7)Max Uplift1=-9(LC 9), 3=-9(LC 10)Max Grav1=160(LC 2), 3=160(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber
DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V3A
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:42 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-6GlvHj8kUy1yZj0bfOxdFgobwvhP5v_?5MvIklyuov7
Scale: 1/2"=1'
T1 T1
B1
ST1
1
2
3
42x4
4x4
2x4 2x4
0-0-50-0-5
6-4-16-3-12
0-3-80-3-8
3-2-02-10-8
6-0-92-10-8
6-4-10-3-8
0-0
-4
2-7
-11
0-0
-4
10.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
1-11-41.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.180.080.02
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 23 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=132/6-3-7 (min. 0-1-8), 3=132/6-3-7 (min. 0-1-8), 4=197/6-3-7 (min. 0-1-8)Max Horz1=-68(LC 7)Max Uplift1=-22(LC 10), 3=-28(LC 10)Max Grav1=156(LC 2), 3=156(LC 2), 4=225(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber
DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V5
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:44 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-2ftfiOA?0ZHgo0A_mpz5K5txjiIYZooIYgOPpdyuov5
Scale: 3/4"=1'
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-80-0-8
6-5-126-5-4
0-3-80-3-8
3-2-142-11-6
6-2-42-11-6
6-5-120-3-8
0-0
-4
1-7
-7
0-0
-4
6.00 12
Plate Offsets (X,Y): [2:0-2-0,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.160.350.00
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 18 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=225/6-4-12 (min. 0-1-8), 3=225/6-4-12 (min. 0-1-8)Max Horz1=18(LC 8)Max Uplift1=-18(LC 9), 3=-18(LC 10)Max Grav1=261(LC 2), 3=261(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-270/183, 2-3=-270/183
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber
DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V5A
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:48 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-xQ6AXmDV3on5HeUl?f21Vx2agJi5Vc3uTIMcyPyuov1
Scale: 1/2"=1'
T1 T1
B1
ST1
1
2
3
43x4
4x4
3x4 2x4
0-0-80-0-8
10-5-1210-5-4
0-3-80-3-8
5-2-144-11-6
10-2-44-11-6
10-5-120-3-8
0-0
-4
2-7
-7
0-0
-4
6.00 12
Plate Offsets (X,Y): [2:0-2-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.360.250.05
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 34 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=177/10-4-12 (min. 0-1-8), 3=177/10-4-12 (min. 0-1-8), 4=440/10-4-12 (min. 0-1-8)Max Horz1=-32(LC 7)Max Uplift1=-26(LC 9), 3=-31(LC 10), 4=-14(LC 9)Max Grav1=212(LC 13), 3=212(LC 14), 4=508(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-338/185
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V5B
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:50 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-tpEwySFmbP1pWye8744VaM7x57PczWPAwbrj0Hyuov?
Scale: 1/2"=1'
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 63x4
4x4
3x4 2x4 2x4
2x4
2x4
2x4
0-0-80-0-8
14-5-1214-5-4
0-3-80-3-8
7-2-146-11-6
14-2-46-11-6
14-5-120-3-8
0-0
-4
3-7
-7
0-0
-4
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.230.120.06
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 51 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 14-4-12.(lb) - Max Horz1=-46(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=351(LC 2), 8=399(LC 13), 6=399(LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-7=-269/83, 2-8=-323/237, 4-6=-323/237
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber
DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V5C
Truss Type
Valley Truss
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:53 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-HOw3bTHeuKPONPMjoCdCC?lQdKQAAspddZ4Nccyuouy
Scale: 3/8"=1'
T1 T1
B1
ST2
ST1 ST1
B2
1
2
3
4
5
9 8 7 63x4
4x4
3x4
3x6 2x4 2x4
2x4
2x4
2x4
0-0-80-0-8
18-5-1218-5-4
0-3-80-3-8
9-2-148-11-6
18-2-48-11-6
18-5-120-3-8
0-0
-4
4-7
-7
0-0
-4
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.340.190.08
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 68 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 18-4-12.(lb) - Max Horz1=-60(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-108(LC 9), 6=-108(LC 10)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=292(LC 2), 9=525(LC 13), 6=525(LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-9=-402/276, 4-6=-402/276
NOTES (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber
DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=108, 6=108.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V31
Truss Type
VALLEY TRUSS
Qty
2
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:55 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-Em1p?9JuQyf6cjW5vdggHQqrV889enXw4tZUhVyuouw
Scale: 1.5"=1'
T1
W1
B1
84#/-7# 84#/-11#
1
2
3
2x4
2x4
2x4
2-1-72-1-7
2-4-150-3-8
0-0
-4
1-2
-11
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.060.030.00
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 8 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=73/2-4-15 (min. 0-1-8), 3=73/2-4-15 (min. 0-1-8)Max Horz1=34(LC 8)Max Uplift1=-7(LC 9), 3=-11(LC 9)Max Grav1=84(LC 2), 3=84(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (10)1) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially
Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 3.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V31B
Truss Type
VALLEY TRUSS
Qty
2
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:56 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-izbBDVJWBFnzEt5ITLBvpdNspYQxNEm3JXI2Dxyuouv
Scale: 3/4"=1'
T1
W1
B1
1
2
3
2x4
2x4
2x4
5-5-75-5-7
5-8-150-3-8
0-0
-4
2-1
0-1
2
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.670.310.00
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 21 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=216/5-8-15 (min. 0-1-8), 3=216/5-8-15 (min. 0-1-8)Max Horz1=102(LC 8)Max Uplift1=-22(LC 9), 3=-34(LC 9)Max Grav1=251(LC 2), 3=251(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (10)1) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially
Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 3.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
Job
515 C-SIT RM-FLAT
Truss
V31G
Truss Type
GABLE
Qty
1
Ply
1
Mignatti.HPoint.515-Capri C-Sitt.Flat
Job Reference (optional)7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Jul 24 17:01:58 2013 Page 1 ProBuild Northeast, Berlin NJ 08009, Mikhail Gorfinkel
ID:d5jIKDJ7boDEWdTygEXcgAyvEKq-eLjyeBLnjt2hTAFgblDNv2SLCL9fr8lMmrn8Hpyuout
Scale: 1/2"=1'
T1W1
B1
ST3
ST2
ST1
1
2
3
4
5
9 8 7 6
8-8-38-8-3
8-11-110-3-8
0-0
-4
4-5
-14
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
30.010.00.0 *
10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
1-11-41.151.15YES
IRC2009/TPI2007
CSITCBCWB(Matrix)
0.100.040.03
DEFLVert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc)- -
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 42 lb FT = 20%
GRIP244/190
LUMBERTOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2OTHERS 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 8-11-3.(lb) - Max Horz1=200(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-268/49
NOTES (13)1) Wind: ASCE 7-05; 115mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate 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 asapplicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: LumberDOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated.6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 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 100 lb uplift at joint(s) 6, 7, 8, 9.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard