1805 ATLANTIC BEACH DR - TRUSS >_ Building Component Supply, Inc.
BCS 4627 J.P. Hall Blvd. Suite 208
�a Green Cove Springs, FL 32043 ' °1' `
6uNOG COMPONENT SUPPLY,INC. I i N...N.0 Tel: (904) 297-9390
Re : 8007 Date: 09/14/15
Site Information: Project Customer:Toll Brothers Model Name :The Cumberland
Lot/Block: 042 Subdivision :Atlantic Beach
Elevation :Caribbean
Name Address and License #of Structural Engineer of Record, If there is one, for this building.
Name: Lou Pontigo&Assoc. -Lou Pontigo P.E. License#: 53311
Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show
Special Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 55.0 psf
Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph
This package includes 64 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Date Truss ID# Seal# I No. Date Truss ID# Seal# I No. Date Truss ID# Seal#
1 09/10/15 F01 A0054685 23 09/10/15 TO6 A0054707 45 09/02/15 128 A0054729
2 09/10/15 F02 A0054686 24 09/14/15 T07 A0054708 46 09/02/15 T29 A0054730
3 09/10/15 F03 A0054687 25 09/02/15 T08 A0054709 47 09/02/15 T30 A0054731
4 09/10/15 F04 A0054688 26 09/14/15 T081 A0054710 48 09/02/15 T31 A0054732
5 09/10/15 F05 A0054689 27 09/14/15 T09 A0054711 49 09/02/15 T32 A0054733
6 09/10/15 F06 A0054690 28 09/14/15 T11 A0054712 50 09/02/15 T33 A0054734
7 09/10/15 FG01 A0054691 29 09/01/15 T12 A0054713 51 09/14/15 T34 A0054735
8 09/10/15 FG02 A0054692 30 09/01/15 T13 A0054714 52 09/02/15 T35 A0054736
9 09/10/15 FG03 A0054693 31 09/01/15 T14 A0054715 53 09/02/15 T36 A0054737
10 09/01/15 HJO2 A0054694 32 09/01/15 T15 A0054716 54 09/02/15 T37 A0054738
11 09/01/15 J01 A0054695 33 09/01/15 T16 A0054717 55 09/02/15 T38 A0054739
12 09/02/15 J02 A0054696 34 09/01/15 T17 A0054718 56 09/02/15 T39 A0054740
13 09/01/15 J04 A0054697 35 09/14/15 T18 A0054719 57 09/02/15 T40 A0054741
14 09/01/15 J06 A0054698 36 09/14/15 T19 A0054720 58 09/02/15 T41 A0054742
15 09/10/15 PB01 A0054699 37 09/01/15 T20 A0054721 59 09/14/15 T42 A0054743
16 09/14/15 PB02 A0054700 38 09/14/15 T21 A0054722 60 09/14/15 T43 A0054744
17 09/14/15 PB03 A0054701 39 09/01/15 T22 A0054723 61 09/02/15 T44 A0054745
18 09/14/15 TO1 A0054702 40 09/01/15 123 A0054724 62 09/14/15 T50 A0054746
19 09/14/15 T02 A0054703 41 09/14/15 T24 A0054725 63 09/02/15 T51 A0054747
20 09/14/15 T03 A0054704 42 09/02/15 T25 A0054726 64 09/02/15 T52 A0054748
21 09/14/15 T04 A0054705 43 09/14/15 T26 A0054727
22 09/10/15 T05 A0054706 44 09/02/15 T27 A0054728
The truss drawing(s)referenced above have been prepared by MiTek Truss Design Engineer's Name:Julius Lee,PE
Industries,Inc.under my direct supervision based on the parameters
provided by Building Component Su Inc.in Green Cove Springs,FL. My license renewal date for the state of Florida is February 28,2017.
P Y 9 po PPY. 1,
Note:The seal on these drawings indicate acceptance of Digitally s i g n ed by Julius
professional engineering responsibility solely for the truss Lee
components shown.The suitability and use of this component 0,"■ 11■"0, e
for any particular building is the responsiblity of the building `:��J\�VS e S.':-. `' DN: c=US, st=Florida,sE.
desinger,per ANSI/TPI-1 Section 2. �=
*: 9p_�*= I=Boynton Beach, o=Julius ixE
o . Lee, cn=Julius Lee,
STATE OF .,
P • am .� ''••.L ORID ,.tJ G` email=leeengr@aol.com\.
"""'` Date: 2015.09.14 12:45:08
-04'00'
Page 1 of 1
Job Truss " Truss Type 'Qty 'Ply The Cumberland
8007 F01 FLOOR .2 1
Job ReferenceloptionA)_ J
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7420 s Apr 30 2015 MiTek Industries.Inc. Mon Sep 14 11!2:36 2015 Plige 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-o0_3zQ1aLX3Cx3D9KR3ky8sfOtziMng2DwMasC Yv
0-1-8
H 1.3-00 2-0-0 i 0-1-8
Scale=1:30.7
456=
4x8= 3x6 FP= 1.5x3=
1 2 3 4 5 6 7 9
r
��rar•�r.■ era■ r_ 1
q 11.\`_ ��i1 22 I WA W
IIIIIII WA - .../r4 0
■ 19 18 17 18 15 14 13 12 11
5x10 MT2OHS= 4x6= 3x8 MT20HS FP= 1.5x3 I 1.5x3 II 4x6
0-3-8(0-1-8) 0-3-8(0-1-8)
941#/0# 983#/0#
9-4-8
8-108 9-3-12
8-4-8 9.3.09-10-8106-0
2-0-0 7-0-0 7-1.8 8-1-8 8-4-9 9-1.8,9-7-8.10.4-8, 18-3-0 1
2-0-0 - 5-0-0 0--8.1-0-0 0-'1.8-0-3•bb 3-b 0-6-0 7-9-0
0-1-8 01-0 0-3.0 0-1-8
0-6-0 0-0-12
0-0-12
Plate Offsets(X,Y)— [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge].[8:0-1-12,Edge],[9:0-1-8,Edge],[12:0-1-12,Edge],[20:Edge,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.25 15 >874 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.39 15 >559 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 10 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:94 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except
BOT CHORD 2x4 SP No.2(flat)"Except" end verticals.
B2:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 20=941/0-3-8 (min.0-1-8),10=983/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 20-21=-1001/0,1-21=-1006/0,10-22=-977/0,9-22=-976/0,1-2=-1325/0,2-3=-2685/0,3-4=-3436/0,4-5=-3654/0,5-6=-3332/0,6-7=-3332/0,7-8=-2469/0,
8-9=-998/0
BOT CHORD 19-20=0/386,18-19=0/2153,17-18=0/3192,16-17=0/3192,15-16=0/3654,14-15=0/3654,13-14=0/3654,12-13=0/3026,11-12=0/1882,10-11=0/50
WEBS 9-11=0/1289,8-11=-1228/0,8-12=0/817,7-12=-775/0,7-13=0/503,5-13=-664/0,2-19=-1153/0,2-18=0/740,3-18=-705/0,3-16=0/446,1-19=0/1250,
5-14=-156/235,4-16=-565/65,4-15=-202/187
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job Truss Truss Type Ply The Cumberland
:8007 F02 Floor 1
L ___-__ Job Reference(optional) `
Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Mon Se 14 112:38 2015 P e 1
ID:yc7mdtwzXKngCphrm57QyazEeSX-oO_3zQ1aLX3Cx3D9KR3ky8seXtz8Mns2DwMasCydkYv
0-3-0 ,
F i I._.1_3-4 0-7-8_, -1-9-0 - 0-1.8
Scale=1:29.8
4x6= 4x6--
3x6= 1.54 II 3x6 FP 1.5x3•
1 2 3 4 5 6 7 8 9 10
■� T2 ,
11 \ ,r 23 R
81 } —• ■■ r'-B2 ,_ ..,
21' 20 19 18 17 16 15 14 13 12 11'
3x6 4x6 3x8 MT2OHS FP=- 1.5x3 44--
03-8(0-1-8) 0-3-8(0-1-8)
974##0# 9.9-12 980#/0#
8-7-8 9-34-8-4
7-4-8 8-3-08-6-0 9-14-6-0 10.60
6-7-8 7-3-0 7-9.0 8,5.4_ 9*5-4 10-4-8 18-3-0
6-7-8 0-7-8* -04 01240-4-80-24'4612 7-9-0
0.1.8 0&0)-0-120-1$0-12 0-1-8
0-1-8 0-1 4-2-4
0-1-8
Plate Offsets(X,Y)- [1:Edge,0-1-8],[2:0-1-12,Edge],[6:0-1-8,Edge],[9:0-1-12,Edge],[10:0-1-8,Edgel,[13:0-1-12,Edgel,[16:0-1-8,Edge],[19:0-1-12,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.25 16 >861 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.39 16 >549 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.61 Ho z(TL) 0.07 11 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:96 lb FT=20%F,11%E
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except
BOT CHORD 2x4 SP No.2(flat)'Except' end verticals.
B2:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)"Except"
W1:2x4 SP No.2(flat)
REACTIONS. (lb/size) 21=974/0-3-8 (min.0-1-8),11=980/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 21-22=-967/0,1-22=-860/0,11-23=-975/0,10-23=-974/0,1-2=-1038/0,2-3=-2487/0,3-4=-3335/0,4-5=-3627/0,
5-6=-3627/0,6-7=-3319/0,7-8=-3319/0,8-9=-2459/0,9-10=-996/0
BOT CHORD 20-21=0/100,19-20=0/1910,18-19=0/3038,17-18=013038,16-17=0/3604,15-16=0/3627,14-15=0/3627,13-14=0/3015,
12-13=0/1875,11-12=0/50
WEBS 10-12=0/1285,9-12=-1224/0,9-13=0/812,8-13=-773/0,8-14=0/504,6-14=-615/0,1-20=0/1275,2-20=-1213/0,2-19=0/803
,3-19=-766/0,3-17=0/413,6-15=-120/179,4-17=-435/0,4-16=-283/461,5-16=-272/129
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Tob --Truss Truss Type - - _Qty Ply The Cumberland
8007 F03 Floor 4 1
1 Job Reference(optional)____
Building omponent s
ng apply,Green Cove Springs,FL Run:7.620 5 Apr 30 2015 Print 7.620 s Apr 302015 MiTek Industries,Inc Mon Sep 14T-42:37 2:37 2015 Page 1
ID yc?mdtwzXKngCphrm5?QyazEeSX-GaXSAI2C6gB3ZDoMt8azUMOoFHIm5BMBSa570eydkYu
0-3-0
H H1 { 0-7-8. 1-3-8 0-1-8
Scale=1:37.4
4x8= 4x6=
3x6= 4x6= 1.5x3 II 3x6 FP= 4x6 = 1.5x3--
1 2 3 4 1 5 6 7 8 9 10 11 12
����� ���
III ‘114 ZNIF11 4
.... is-i . - ;-:B2 sa---■
25 24 23 22 21 20 19 18 17 16 15 14 13
3x6= 4x6= 4x6= 3x12 M18SHS FP 1.5x3 I 4x6 4x6--- 4x6
0-3-8(0-1-8) 14-3-4 0-3-8(0-1-8)
1224#/0# 14-3.0 13.7131-2 1230#/0#
$
13-6-03-11-8 15-0-8
12-8-813-0-0 13-9-8 14-11-0
11-7.8 tit() 12-10.813.8.01¢¢l�f0;i 22-9-8
11-7-8 0.1-8 0-2-0 0.1-6 0.0-8 0.1.8 7-9-0
0.11.80-1-8 0-0.80-0-4
0.6.0-1-80-3-12
0-2-0 0-4-0
0-3-0
Plate Offsets(X,Y)- [1:Edge,0-1-8],[8:0-1-8,Edge],[10:0-1-12,Edge],[12:0-1-8,Edge],[13:Edge,0-1-8],(14:0-2-,Edge],[16:0-1-12,Edge],[18:0-1-8,Edge],[24:0-2-4,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.54 18-19 >497 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.85 18-19 >318 240 M18SHS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.12 13 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:119 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP SS(flat)`Except' TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except
T2:2x4 SP No.2(flat) end verticals.
BOT CHORD 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)"Except"
W1:2x4 SP No.2(flat)
REACTIONS. (lb/size) 25=1224/0-3-8 (min.0-1-8),13=1230/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 25-26=-1216/0,1-26=-1082/0,13-27=-1223/0,12-27=-1222/0,1-2=-1334/0,2-3=-3297/0,3-4=-4665/0,4-5=-5466/0,
5-6=-5726/0,6-7=-5345/0,7-8=-5345/0,8-9=-4639/0,9-10=-4639/0,10-11=-3256/0,11-12=-1279/0
BOT CHORD 24-25=0/126,23-24=0/2464,22-23=0/4105,21-22=0/5196,20-21=0/5724,19-20=0/5724,18-19=0/5635,17-18=0/5345,
16-17=0/5345,15-16=0/4052,14-15=0/2421,13-14=0/63
WEBS 12-14=0/1653,11-14=-1588/0,11-15=0/1161,10-15=-1107/0,10-16=0/847,8-16=-1061/0,1-24=0/1642,2-24=-1572/0,
2-23=0/1159,3-23=-1123/0,3-22=0/779,4-22=-739/0,4-21=0/376,5-21=-359/0,5-19=-137/216,8-17=-20/346,
6-19=-195/312,6-18=-831/138,7-18=-78/455
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job Truss !Truss Type Oty Ply The Cumberland
8007 F04 FLOOR 4 1
Job Reference(optional)
Building Component Supply.Green Cove Spings,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 k6Tek Industries,Inc.Mon Sep 141152:37 2015 Pgge 1
ID:yc?mdtwzXKngCphrms?QyazEeSX-GaXSA12C6gB32DoMt8azUMOsxHKI5EuBSa57OeydkYu
0-1-8
H I 1-3-0 I 1-4-0 013-0
Scale=1:29.5
4x6=
1.5x3= 1.5x3 II 3x6 FP
458= 5x6=
1 2 3 4 5 6 7 8 9 10
r• r—� T2__ r_�rsr.r.
$� '`� ��` �► I 1 : :41rT
11
4x6= 3x8 MT2OHS FP- 1.5x3 ' 4x6-- 4x6= 1.5x3
0-5-8(0-1-8) 0-3-0(0-1-8)
923#/0# 929#/0#
7-10 4-6-8
7-3-837-9-08.0.0 9-4-0 8
1-6-0 2---0 2-6-0 0-1-8 8 70$420.1-8 .0-8-0. 11-10-0 +— 14-4-0 0 I 17-1-0 =0--3-0
0-8-0 0.5-0.1-0 0-1-8
0-0-8
0-6-8
Plate Offsets(X,Y)—__[1:Edge,0-1-8],[4:0-1-8,Edge],[10:0-1-8,Edge],[12:0-1-8,Edge],[15:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.20 16 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.31 16 >656 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.01 10 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:92 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat)"Except" end verticals.
B2:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 21=923/0-5-8 (min.0-1-8),10=929/0-3-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 21-22=-918/0,1-22=-917/0,10-11=0/7,1-2=-931/0,2-3=-2277/0,3-4=-3016/0,4-5=-3233/0,5-6=-3233/0,6-7=-2733/0,7-8=-2733/0,8-9=-1710/0,9-10=-1012/0
BOT CHORD 20-21=0/47,19-20=0/1750,18-19=0/2778,17-18=0/2778,16-17=0/3233,15-16=0/3233,14-15=0/3084,13-14=0/2358,12-13=0/1010,11-12=0/0
WEBS 9-12=-826/0,10-12=0/1314,9-13=0/952,1-20=0/1200,8-13=-902/0,2-20=-1140/0,8-14=0/521,2-19=0/733,6-14=-488/0,3-19=-696/0,6-15=-117/477,
3-17=0/418,5-15=-186/1,4-17=-489/28,4-16=-145/140
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
7)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job rutty TrussT Qty Ply The Cumberland
8007 row
FLOOR 2 1 j Job Reference(optional) i_
YPe b Y
Bowing Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 1411:52:37 2015 PAge 1
I D:yc7 mdtwzXKngCph rm57QyazEeSX-GaXSAI2C6q B3ZDoMt8azUMOnrH I25B7 BSa57Oeyd It
0-1-8
H I 130 1-6-0 10-7-8 0:3-0
Scale=1:37.4
4x6= 1.5x3 1
1.5x3= 4x6= 3x6 FP= 3x6= 4x6 5x6 11
1 2 4 5 67 e 9 10 11 12
e�� i } T2 - " T NM .� _ _ i 4
■IM
25 24 23 22 21 20 19 18 17 16 15 14 13
4x6= 4x6= 1.5x3 I 3x12 M18SHS FP 4x6= 4x6 - 1.5x3 H
0-5-8(0-1-8) 1.5x3 SP 0-3-0(0-1-8)
1173#/0# 1179#/0#
7-10-8
7-9-8 8-10-89-6-0
7-247-94 8.7.12 9-5-0
6-6-0 6-7-8 7 Y 8-7-8 I 94 + 18-10-8 I 21-7-8 21-11-0
6-6-0 0-tj-8 0 '0-so 9-4-8
2-9-0
0-7-00-5-8 0-0-4 0-0-8
0-0-8 0-2-120-1-0
0-1-0
Plate Offsets(X,Y)- [1:Edge,0-1-8],[4:0-1-8,Edge],[12:0-3-0,Edge),L14:0-1-8,Edge],[16:0-1-8,Edge],(20:0-1-8,Edge],[24:0-2-12,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.50 19-20 >519 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.78 19-20 >331 240 M18SHS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) -0.02 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:115 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat)"Except" TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
Ti:2x4 SP SS(flat) end verticals.
BOT CHORD 2x4 SP SS(flat)"Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
B2:2x4 SP No.1(flat) 2-2-0 oc bracing:17-19.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 25=1173/0-5-8 (min.0-1-8),12=1179/0-3-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 25-26=-1166/0,1-26=-1165/0,12-13=0/6,1-2=-1214/0,2-3=-3072/0,3-4=-4338/0,4-5=4968/0,5-6=-4968/0,6-7=-4968/0,
7-8=-5193/0,8-9=-4772/0,9-10=-3808/0,10-11=-2261/0,11-12=-1297/0
BOT CHORD 24-25=0/60,23-24=0/2296,22-23=0/3810,21-22=0/4968,20-21=0/4968,19-20=0/5191,18-19=0/5112,17-18=0/5112,
16-17=0/4418,15-16=0/3167,14-15=0/1295,13-14=0/0
WEBS 11-14=-1061/0,12-14=0/1685,11-15=0/1314,1-24=0/1569,10-15=-1260/0,2-24=-1505/0,10-16=0/891,2-23=0/1079,
9-16=-849/0,3-23=-1026/0,9-17=0/493,3-22=0/778,8-17=473/0,8-19=-34/265,7-19=-255/202,4-22=-983/0,
4-21=-36/313,7-20=-716/213,5-20=-128/390
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)The Fabrication Tolerance at joint 18=11%
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
-Job- Trims Truss Type Qty Ply the Cumberland
8007 F06 Floor 2 1
- ng Supply,Green Cove Springs,FL - D Run:7.620 s Apr 30 2015 Print:yc?mdtwzXXKnq phrrn57Qy zEeSX G 30 XSAl2C6gB3ZDoMt8az MOoVHIb5HBBSa57OeydkYu
Building Component S
0-1-8
l ._... 3-0 1-8 8 0-7-8 0.148
Scale=1:21.6
1.5x3= 1.5x3 4x6 1.5x3=
1 2 3 4 5 6 7
16 7 T1
0-
�_ ice . 9 I/P `
15. 14 13 12 11 104x6— 9 ;+/
1.5x3
0-5-8(0-1-8) 7-10-0 0-3-8(0-1-8)
700#/0# 7-9-0 700#/0#
610-4 7-8-8 8-5-8
6-6-0 6-9-12 7-3-87-7-8-11-8 9-1-0 9-8-8
5-10-8 6-070 617.8 7-2-0 7-6.8 7.'0.8- 8-8-12 9-7-0 13-1-0
5-10-8 0.1-8 0.1-8 0.3.128-3.00::1-0 0.6.00-3-4 0-6-0 3-4-8
0-6-0 0-2-4 0.1.80.1-0-0.8 0-4-4 0-1-8
0-0-8 0-1-0-1-0
0-0-8
Plate Offsets(X Y)— [4 0-1-8,Edge],[7:0-1-8,Edge],[9:0-1-12,Edge],j10:0-1-8,Edge],j14:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.1511-12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.24 11-12 >654 240
BCLL 0.0 Rep Stress Ina YES WB 0.41 Horz(TL) 0.03 8 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:69 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except
BOT CHORD 2x4 SP No.1(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 15=700/0-5-8 (min.0-1-8),8=700/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 15-16=-696/0,1-16=-695/0,8-17=-671/0,7-17=-670/0,1-2=-676/0,2-3=-1566/0,3-4=-1833/0,4-5=-1649/0,5-6=-1649/0,6-7=-643/0
BOT CHORD 14-15=0/36,13-14=0/1260,12-13=0/1859,11-12=0/1649,10-11=0/1649,9-10=0/1305,8-9=0/35
WEBS 1-14=0/870,2-14=-812/0,2-13=0/425,3-13=-409/0,7-9=0/827,6-9=-921/0,6-10=0/839,3-12=-93/132,4-12=-65/328,4-11=-255/0,5-10=-484/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
o - Truss Truss Type Qty Ply The Cumberland
8007 FG01 FLAT GIRDER 1
2.Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 302015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Mon Sep 14 11:2:39 2015 Page 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-DyfCbR3TeSRmoWyk7ZcRZnU6740uZ2gUvuaETWydkYs
I 5-10-3 11-5-10 17-3-4 22-11-4 28-6-4 34-1-4 39-11-0
5-10-3 5-7-7 5-9-10 5-8-0 5-7-0 5-7-0 5-9-12
2x4 ! Scale=1:80.0
5x6= 2x4 II 4x10= 4x10= 5x8 2x4 4x10 4x5 5x6=
1 2 3 21 22 4 5 6 23 24 7 8 9 10
� __-en II.. u. B1 , c .,
G Zit 25 19 18 26 17 27 ��(1pp6 28)) 29 30 15 14 31 13 32 33 34 35 12 36 37 gg(( 8
Si 4x10= 2x4 160101W�455ffJUS24 3x8 JUS24 4x10 JUS24 7x6 JU67Wg274k
4x10= JUS24 JUS24 4x10- JUS24 JUS24 JUS24 JUS24
JUS24
_ _5,10-3 _ 11-5-10 17-3-4 22-11-4 _ __ 28-6-4 34-1-4 39-11-0
5.10-3 ~ 5-7-7 5-9-10 - 5-8-0 5-7-0 5-7-0 5-9-12
Plate Offsets(X,Y)- [6.0-2-8,0-2-4],[10:0-3-0,0-2-0],[11:Edge,0-5-8],[13:0-4-0 0-2-0[,[15:0-4-12,0-1-8],[16:0-5-0,0-3-12]
LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.07 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.18 12-13 >999 180
BCLL 0.0 " Rep Stress Ina NO WB 0.99 Horz(TL) 0.03 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:848 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except
BOT CHORD 2x6 SP No.2 end verticals.
WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
W1,W6:2x6 SP No.2,W2,W5,W8:2x4 SP No.2 6-0-0 oc bracing:17-19,16-17.
OTHERS 2x6 SP No.2 WEBS T-Brace: 2x6 SP No.2-10-11,3-16,6-16
2x4 SP No.3-9-12
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. (lb/size) 20=2397/0-5-8 (min.0-1-10),11=6715/0-5-8 (min.0-3-15),16=16010/0-4-6 (req.0-9-7)
Max Uplift20=-258(LC 4),11=-1274(LC 5),16=-2455(LC 4)
Max Grav20=2783(LC 13),11=6715(LC 1),16=16010(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-20=-2646/279,1-2=-1068/74,2-3=-1068/74,3-21=-452/2772,21-22=-452/2772,4-22=-452/2772,4-5=-452/2772,
5-6=-452/2772,6-23=-3825/731,23-24=-3825/731,7-24=-3825/731,7-8=-3825/731,8-9=-3825/731,9-10=-3254/625,
10-11=-6238/1162
BOT CHORD 20-25=-5/42,19-25=-5/42,18-19=-211/456,18-26=-211/456,17-26=-211/456,17-27=-211/456,16-27=-211/456,
16-28=-395/2097,28-29=-395/2097,29-30=-395/2097,15-30=-395/2097,14-15=-395/2097,14-31=-395/2097,
31-32=-395/2097,13-32=-395/2097,13-33=-625/3254,33-34=-625/3254,34-35=-625/3254,12-35=-625/3254,
12-36=-13/68,36-37=-13/68,37-38=-13/68,11-38=-13/68
WEBS 1-19=-130/1942,2-19=-2723/427,3-19=-308/1915,3-17=-131/232,3-16=-4762/650,5-16=-2659/393,6-16=-9160/1594,
6-15=-436/2534,6-13=-638/3287,7-13=-2412/370,9-13=-201/1087,9-12=-3669/598,10-12=-1165/6059
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40f1;eave=5ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)WARNING:Required bearing size at joint(s)16 greater than input bearing size.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 lb uplift at joint 20,1274 lb uplift at joint
11 and 2455 lb uplift at joint 16.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 18-0-12 from the
left end to 38-0-12 to connect truss(es)TO8(1 ply 2x4 SP),T09(1 ply 2x4 SP)to back face of bottom chord.
Continued on page 2
Job Truss ;Truss Type Qty I Ply The Cumberland
8007 FG01 'FLAT GIRDER 1
y 0s Apr Q 2015 Pin: .62 s (5MiTeaIn
-- ID:nc?md
-
Building Component Supply,Green Cove Springs,FL 7.620 s Apr 30 2015 MiTek Industries Inc. Mon Sep 14 11:2:39 2015 PSggee 2
Kn C hrm5?QyazEeSX-Dyf CbR3TeSRmoWyk?ZcRZnU6740uZ2gUvuaETWydkYs
NOTES-
11)Fill all nail holes where hanger is in contact with lumber.
12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-10=-450(F=-390),11-20=-20
Concentrated Loads(lb)
Vert:12=-454(B)14=-849(B)28=-849(B)29=-849(B)30=-849(B)31=-454(B)32=-454(B)33=454(B)35=-454(B)36=-454(B)38=-454(B)
Job Truss Truss Type Oty iPly r The Cumberland
1
8007 FG02 FLAT GIRDER 1
_ 2 iJob Reference(optional)__ _
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11 52:39 2015 Pgge 1
ID:yc?mdtwzXKngCphrm5?OyazEeSX-DyfCbR3TeSRmoWyk?ZcRZnU6G4zuZ5UUvuaETWydkYs
3-10-2 ._ 7-6 8_ 10-0-14 , 13-1-0
3-10-2 3-8-6 2-6-6 3-0-2
Scale=1:23.1
2x4 II 2x4 I 4x10
1 4x10= 2 3x5= 3 4 5
- Ti
1 _._ -
MIMI 1;
MI I
. _ 1 I I 1 1 B1 1 1 I I -__--_ 11 n
11 9 12 8 13 7 4x10= 14
� 5 NAILED 4x10NAILED NAILED 3x5=NAILED NAILED 5iHTIW40)
3952#/-12551E NAILED 3992#/-1326#
3-10-2 7-6 8 10-0-14 13-1-0
I-
3-10-2 3-8-6 2.6-6 3-0-2
Plate Offsets(X,Y) [2:0-2-4,0-1-8],[6:Edge,0-3-8] [7:0-3-8,0-2-0],[8:0-2-4,0-1-8],[9:0-3-8,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.28 8-9 >554 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.57 8-9 >268 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr NO WB 0.81 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:137 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except
BOT CHORD 2x6 SP SS end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing.
W2,W3:2x4 SP No.1
REACTIONS. (lb/size) 10=3952/0-5-8 (min.0-2-5),6=3992/0-3-8 (min.0-2-6)
Max Upliftl0=-1255(LC 4),6=-1326(LC 4)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-3549/1101,1-2=-10721/3536,2-3=-10591/3500,3-4=-10591/3500,4-5=-10591/3500,5-6=-4079/1290
BOT CHORD 10-11=-283/899,9-11=-283/899,9-12=-3536/10721,8-12=-3536/10721,8-13=-3500/10591,7-13=-3500/10591,7-14=-161/501,6-14=-161/501
WEBS 1-9=-3360/10146,2-9=-2257/557,2-8=-135/37,3-8=-1359/331,4-7=-1869/485,5-7=-3521/10640
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
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.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1255 lb uplift at joint 10 and 1326 lb uplift at
joint 6.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-5=-560,6-10=-20
Concentrated Loads(Ib)
Vert:9=-88(F)7=-88(F)11=-88(F)12=-88(F)13=-88(F)14=-88(F)
rJoti Truss Truss Type I Qty Ply The Cumberland
18007 FG03 FLAT GIRDER I
I : 3 Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:72
0 s Apr 30 2015 Print:7.620 s Apr 302015 MiTek Industries,Inc.Mon Sep 1411:2:40 2015 Page 1
ID: c?mdtwzXKngCphrm5?QyazEeSX-h9Daon45PladQgXxZG7g6_OHtUKSIVKd8YKn?zydkYr
2-8-9 5-3-5_ 7-10-2 10-10-15 13-3-11 15-8-7 18-3-0
2-8-9 2-6-12 2-6-13 3-0-13 2-4-12 2-4-12 2-6-9
Scale=1:30.7
5x6= 2x4 I I 4x5-- -
x5 4x5 4x5 3x8 2x4 II 7x14 MT20HS 3x4
1 2 3 18 4 5 6 19 7 8 9
on
II
II
■
- M=.111111111.1 i ) nn nn nn nn nn
17 20 16 21 15 22 14 23 24 13 25 12 28 11 27 10.
3x5 7x10 - 7x14 MT2OHS- 2x4 2x4 NAILED x = NAILED 4x10
0.313) Special Special NAILED NAILED NAILED NAILED 0-5-8(0-2-2)
4601#/-2231# 5352#I.1709#
2$9 5.3.5 _ 7-10.2 10-10-15 13-3-11 15-8-7 18-3-0
2-8-9 2-6-12 2-6-13 3-0-13 2-4-12 2-4-12 2-6-9 I
Plate Offsets(X,Y)-- [1:0-3-0,0-2-0],[120-4-0,0-2-4],[17:0-2-12,0-1-8] —_
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.45 13-14 >480 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.90 13-14 >239 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(TL) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:251 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except
T2:2x4 SP No.2 end verticals.
BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing.
WEBS 2x4 SP No.3*Except*
W2:2x4 SP No.2
REACTIONS. (lb/size) 17=4601/0-3-8 (min.0-1-13),10=5352/0-5-8 (min.0-2-2)
Max Upliftl7=-2231(LC 4),10=-1709(LC 5)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-4688/1847,1-2=-10111/4178,2-3=-10111/4178,3-18=-17739/6751,4-18=-17739/6751,4-5=-21715/7455,
5-6=-17599/5817,6-19=-17599/5817,7-19=-17599/5817,7-8=-17599/5817,8-9=-443/139,9-10=-720/188
BOT CHORD 17-20=-174/457,16-20=-174/457,16-21=-6664/17510,15-21=-6664/17510,15-22=-7455/21715,14-22=-7455/21715,
14-23=-7455/21715,23-24=-7455/21715,13-24=-7455/21715,13-25=-7455/21715,12-25=-7455/21715,
12-26=-3489/10632,11-26=-3489/10632,11-27=-3489/10632,10-27=-3489/10632
WEBS 1-16=-4320/10418,2-16=-1463/309,3-16=-7988/2684,3-15=-660/1650,4-15=-4328/870,4-14=-137/129,5-13=-264/179,
5-12=-4488/1892,7-12=-1212/255,8-12=-2539/7598,8-11=-222/11,8-10=-11106/3652
NOTES-
1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-7-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-16 2x4-1 row at 0-5-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
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.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2231 lb uplift at joint 17 and 1709 lb uplift at
joint 10.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)531 lb up at 0-1-12,and 531 lb up
at 2-4-12,and 531 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Job 'Truss 'Truss Type 'Qty ;Ply 'The Cumberland
8007 FG03 FLAT GIRDER 1 0
n9 Supply.Green Cove S r n s.FL Run:7.620 I 3 Job Reference(optional)
Building Component S p g 0 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:40 2015 Page 2
ID:yc?mdtwzXKngCphrm5?QyazEeSX-h9Daon45PladQgXxZG7g6 01itUKSIVKdBYKn?zydkYr
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-9=-560,10-17=-20
Concentrated Loads(lb)
Vert:17=286(F)20=286(F)21=286(F)22=-66(F)23=-66(F)24=-66(F)25=-66(F)26=-66(F)27=-66(F)
Job Truss — Truss Type Qty Ply 'The Cumberland
8007 HJO2 Jack-Open 2 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:41 2015 Pilige 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-9Lny075jA3iU 1 g676_fvfCZeQusL1 BenMC3LXPydkYq
2-5-7
f -2-5-7
Scale=1:12.6
4.95[12 2
2x4 11
T1
90#/0# 631/-28#
- r?
1 1 1-8)) -- in N
� ` n
81
3 111
43#/0#
2 x 4 I I
2-5-7
2-5-1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 3-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 3-4 >999 180
BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) -0.01 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=90/0-4-3 (min.0-1-8),2=63/Mechanical,3=26/Mechanical
Max Horz4=27(LC 12)
Max Uplift2=-28(LC 12)
Max Grav4=90(LC 1),2=63(LC 1),3=43(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-71/65,1-2=-48/19
BOT CHORD 3-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 2.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
!Job Truss Irus§Type Qty Ply The Cumberland
■8007 J01 Jack-Open 4 1
Springs,FL Run:7.620 s Apr 30 Job Reference(optional)
Building Component Supply,Green Cove 14 11:42:41 2015 ID:yc mdtwzXKngCphrm57QyazE SX9Lny075jA3U1g676_fvfCZpfjut31BenMC3LXPydkYq
2-0-0
2-0-0
Scale=1:13.4
2 -
7.00 f 12
2x4 74#/O# Tt 54#/30#
1
• 0-3.8(0-1-8)
N N
1
I1- t
B1
36#/O#
4 2x4 11 3
2-0-0
2-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-4 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=74/0-3-8 (min.0-1-8),2=52/Mechanical,3=22/Mechanical
Max Horz 4=31(LC 12)
Max Uplift2=-30(LC 12)
Max Grav4=74(LC 1),2=54(LC 17),3=36(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-58/12,1-2=-33/30
BOT CHORD 3-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 2.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
I Hiss Truss Type — qty Ply I The Cumberland
8007 .102 HALF HIP GIRDER 12 1
Springs, Run:7.620 s Apr 30 Job Reference(optional).
Building Component Supply,Green Cove S 2015 Print:7.620 s Apr 30 2015 MiTek Inustries,Inc. Mon Sep 14 11:52:42 2015 Page 1
I D:yc?mdtwzXKnq Cph nn5?QyazEeSX-dXLLDT6LwNq Lf_gJghA8BP61g I6ymeZwbspu3ryd kYp
2-0-0 6-0-0
2-0-0 4-0-0
Scale=1:16.4
Special
4x5 NAAED
7.00 12 2 7 3
2x4 I1 T 140#/-62#
1
4 _ A
B1 [-I [I
'/ 8 5 9 4
2x4 NAILED
x4 I
98#/-7#
6 2x4 NAILED
NAILED
0-3-8(0-1-8)
209#/-42# 2.0.0 6-0-0
i
2-0.0 4-0.0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.07 4-5 >929 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.16 4-5 >440 180
BCLL 0.0 • Rep Stress Incr NO WB 0.02 Horz(TL) 0.15 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:22 lb FT=20%
•
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=137/Mechanical,6=209/0-3-8 (min.0-1-8),4=81/Mechanical
Max Horz 6=32(LC 8)
Max Uplift3=-62(LC 5),6=-42(LC 5),4=-7(LC 5)
Max Grav3=140(LC 18),6=209(LC 1),4=98(LC 3)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-53/28,2-7=0/0,3-7=0/0,1-6=-106/19
BOT CHORD 6-8=-5/6,5-8=-5/6,5-9=0/0,4-9=0/0
WEBS 2-5=-79/71
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 3,42 lb uplift at joint 6 and
7 Ib uplift at joint 4.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)105 lb down and 121 lb up at 2-0-0
on top chord. The design/selection of such connection device(s)is the responsibility of others.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Vert:2=29(B)5=-2(B)7=8(B)8=2(B)9=-2(B)
Toff Truss -" Truss Type Qty Ply The Cumberland
,8007 J04 HALF HIP '2 1
----.
--------_- - --- Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 t Tek Industries,Inc. Mon Sep 14 11:52:42 2015 Pie 1
ID:yc?mdtwzXKnq C ph rm5?QyazEeSX-dXL LDT6LwNq Lf_gJghA8BP6mi l72meOwbspu 3ry dkYp
4.0-0 6-0-0
4.0-0 2-0-0
Scale=1:21.3
4x5
2 3 i
T2
7.00 12
7 . .
111#/-29#
2x4 II W2
1
• 81 •
/ 5
121#/-24#
6 2x4 4
2A(o-1 4)
232W-4#
4-0-0 6-0-0
l
4-0-0 2-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.08 5-6 >849 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.18 5-6 >391 180
BCLL 0.0 • Rep Stress lncr YES WB 0.03 Horz(TL) 0.16 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=111/Mechanical,6=232/0-3-8 (min.0-1-8),4=121/Mechanical
Max Horz 6=66(LC 12)
Max Uplift3=-29(LC 9),6=-4(LC 12),4=-24(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-68/31,2-7=-40/42,2-3=0/0,1-6=-150/45
BOT CHORD 5-6=-5/4,4-5=0/0
WEBS 2-5=-87/110
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to
5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 3,4 lb uplift at joint 6 and
24 lb uplift at joint 4.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
[Truss ;Truss Type 'City 'Ply The Cumberland
8007 jJ06 lJack-Open 5 1
( Job Referencej tional) _J
Building Component Suppy,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s A 30 2015 MTek Industries,Inc. Mon Sep 1411:52:42 2015 Paangg 1
I D:yc?mdtwzXKngCph rm5?QyazEeSX-dXLLDT6LwNgLf_g Jg hA8BP6jG 17pmeuwbspu3rydkYp
6-0-0
6-0-0
2 Scale=1:25.7
232#/0# i
7.00 12 162#1-77#
0-3-8(0-1-8)
6
T1
O
I I
2-'7- / N '4
3x411 4 1
a
61
111#/0#
4 3
3x4=
6-0-0
I 6-0-0 H
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 3-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.16 3-4 >443 180
BCLL 0.0 • 1 Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 2 n/a n/a
BCDL 10.0 1 Code FBC2014/TP12007 (Matrix-M) Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing l
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=232/0-3-8 (min.0-1-8),2=160/Mechanical,3=72/Mechanical
Max Horz 4=97(LC 12)
Max Uplift2=-77(LC 12)
Max Grav4=232(LC 1),2=162(LC 17),3=111(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-188/60,1-5=-95/47,5-6=-77/62,2-6=-76/84
BOT CHORD 3-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 2.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss 'Truss Type 'Qty Ply The Cumberland
8007 P801 PIGGYBACK 15 1
Job Reference(optional)
Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 302015 Print:7.620 s Apr 30 20151vfTek Industries.Inc. Mon Sep 14 11:52:42 2015 P 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-dXLLOT6LwNgLf�JghA8BP6lyl9Cmeuwbspu3rydkYp
2x4 II Scale=1:15.1
3
•
5.00'12
6 m
r. Tt a
N W1
2
1 81
0 0 -- O
•••••••••••••••• • •••• •• • • ••••••••.••••••••••••••••• 2x4=
5 d
4
2x4
- 6-2-13
6-2-13
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 r Lumber DOL 1.25 BC 0.31 Vert(TL) 0.03 1 n/r 120
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a
BCOL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=0/4-9-11 (min.0-1-8),2=245/4-9-11 (min.0-1-8),4=195/4-9-11 (min.0-1-8)
Max Horz 2=72(LC 12)
Max Uplift2=-36(LC 12),4=-33(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/15,2-6=-50/22,3-6=-43/45,4-5=0/0,3-4=-145/84
BOT CHORD 2-4=-0/0
NOTES-
1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-14 to 3-4-14,Interior(1)3-4-14 to 6-1-1 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 2 and 33 lb uplift at joint 4.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
LOAD CASE(S) Standard
Job Truss I runs Type _ ;Oty 'Ply The Cumberland
8007 PB02 PIGGYBACK 2 1
,Job Reference(optional) __
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 302015 Print:7.620 s Apr 30 2015 Mitek Industries,Inc.Mon Sep 14 11:52:42 2015 P9ge 1
ID:yc?mdtwzXKngCphrm570yazEeSX-dXLLDT6LwNgLf gJghA8BP6gPID1mePwbspu3rydkYp
2 x 4 I I Scale=1:13.8
4
2x4 II
5.00112 3
8
•
T1
W1
2 I i
1 i Y I Bt
4 'l G
•o •'•'•:00'•'•'•'•'•':0::••••••:'•'•'4.0.:.'�:•••••'•'•'•'•'•'•'.'•'•''•'•'•'0:4,''•:00:•'•'•:44.'•'•'.'•'•'•'••. 7
6 5
2x4 2x4
6-2-13
6-2-13
LOADING(psf) ( SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Ind YES WB 0.03 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W1:2x4 SP No.3
MiTek recommends that Stabilizers and nd required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=-21/5-3-2 (min.0-2-2),7=0/5-3-2 (min.0-2-2),2=191/5-3-2 (min.0-2-2),5=8/5-3-2 (min.0-2-2),6=204/5-3-2 (min.0-2-2)
Max Horz 1=57(LC 12)
Max Uplift 1=-21(LC 1),2=-45(LC 12),5=-4(LC 12),6=-29(LC 12)
Max Grav1=37(LC 12),2=191(LC 1),5=8(LC 1),6=204(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-114/60,2-8=-55/25,3-8=-45/36,3-4=-24/2,5-7=0/0,4-5=-9/4
BOT CHORD 2-6=0/0,5-6=0/0
WEBS 3-6=-146/106
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-15 to 4-3-15,Interior(1)4-3-15 to 6-1-1 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Bearing at joint(s)1,7,2,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1,45 lb uplift at joint 2,4
lb uplift at joint 5 and 29 lb uplift at joint 6.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
LOAD CASE(S) Standard
Job Truss ITruss Type Qty 'Ply The Cumberland
8007 PB03 (Piggyback 4 1
Job Reference(optional)
Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Mon Sep 14 11:52:43 2015 Pk*1
lD:yc?mdtwzXKngCphrm5?QyazEeSX-5kvjRp7zhgyCHBFVEPhNkdeOhhZeV5s4q WYRclydkYo
Scale=1:9.3
3 4
2x4 11 -
5.00 12 .
.....41 / !1 N
9
_
2
a. 1 = W1
61 .
I .O
5'.
0
2x4- 2x4
(0-1-8) (0-1-8) (0.1-8)
3-3-5
•
18810# 141#43018 - __ 3.3-5 70#/-15#
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 3 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 3 n/r 120
BCLL 0.0 • Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=2/3-1-9 (min.0-1-8),2=141/3-1-9 (min.0-1-8),6=70/3-1-9 (min.0-1-8)
Max Horz 1=34(LC 12)
Max Uplift2=-30(LC 12),6=-15(LC 12)
Max Grav1=18(LC 12),2=141(LC 1),6=70(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-76/35,2-3=-33114,3-4=-2/0
BOT CHORD 2-5=0/0
WEBS 5-6=-70/52,3-5=-51/61
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Bearing at joint(s)1,2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 2 and 15 lb uplift at joint 6.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
LOAD CASE(S) Standard
Job Truss 'Truss Type - Qty Ply The Cumberland
8007 TO1 ;GABLE 1 1
Building Component Supply. - ID:7.6 9 s Apr 30 201 Print:7.620 s Apr 2 15 MiTek Industries,
g po eery,Green Cove Springs,FL Run:Z6 Apr 7.620 s Apr 30 2015 MiTek I Inc.Mon Sep 1411:2:442015 PA 7
q p ?QyazEeSX-ZwS5e97bS_43uHgio6CcGgBBG5vxEXyD3Al?8kydkYn
21-10-8 27-7-13 32-11-8_
21-10-8 5-9-5 5-3-11
4x5 Scale=1:71.7
21 22 23 24 535 26 55
• 5.00 12 C6T3 9 C
1819
16 17
15 ••
14 12
5x6 13j
9 10 12 S j 6 18 tiY1
11 9620421621h1 d 9
8 7
7 ..----
- r 1`
4 5 6 0 1 2 3 4
ST2 ,1 6
1 �T1 ST3 ST4 5
-x}:1-�.> - - } -._,.;•� .-. _ ., .: '�4x10 34 33 32 31 30 29 28 27•
3x4 52 51 50 49 48 47 45 44 43 42 41 40 39 38 37 36 35
(0-2-2) (0-2•ZP-2•2:A-2-a' -2•ZP•2-2ZA-2.462•SP-2-7A-2-2P-2-ZP-2-23n-2-Z0-2-XA-2-ZA-M-2) (0 1600 1 ap 1 9A 1 aP 1 6D1 1800 1 Q4 1 8)
149#/0#175#/-83#/-1312/4 M2/affiMl/11112/1 HiHkNat97k1432#4111#/11122/1032/11122/-0&►Atl 128k/118MN41Bl#/a1111*!f/11 4222/1.00/-04#/-8#
21-10-8 32-11-8
21-10-8 11-1-0
Plate Offsets(X,Y)- [10:0-3-0,0-3-0],[22:0-2-8,0-2-4,[35_0-5-0,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 1 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 1-52 >999 180
BCLL 0.0 • Rep Stress lncr YES WB 0.09 Horz(TL) 0.00 27 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:350 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2"Except* end verticals.
B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 10-0-0 oc bracing:35-36,30-31,29-30,28-29,27-28.
OTHERS 2x4 SP No.3 1 Row at midpt 17-35
WEBS 1 Row at midpt 26-27,25-28,24-29,23-30,22-31,21-32,
20-33,19-34,18-35,16-37,15-38
with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace
spacing of 20-0-0 oc.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 27=41/11-1-0 (min.0-1-8),1=68/22-0-0 (min.0-2-2),36=3/22-0-0 (min.0-2-2),36=3/22-0-0 (min.0-2-2),
35=116/22-0-0 (min.0-2-2),35=116/22-0-0 (min.0-2-2),35=116/22-0-0 (min.0-2-2),28=105/11-1-0 (min.0-1-8)
,29=109/11-1-0 (min.0-1-8),30=109/11-1-0 (min.0-1-8),31=101/11-1-0 (min.0-1-8),32=111/11-1-0 (min.
0-1-8),33=104/11-1-0 (min.0-1-8),34=118/11-1-0 (min.0-1-8),37=83/22-0-0 (min.0-2-2),38=109/22-0-0 (min.
0-2-2),39=107/22-0-0 (min.0-2-2),40=107/22-0-0 (min.0-2-2),41=107/22-0-0 (min.0-2-2),42=106/22-0-0
(min.0-2-2),43=107/22-0-0 (min.0-2-2),44=107/22-0-0 (min.0-2-2),45=107/22-0-0 (min.0-2-2),47=107/22-0-0
(min.0-2-2),48=107/22-0-0 (min.0-2-2),49=106/22-0-0 (min.0-2-2),50=112/22-0-0 (min.0-2-2),51=82/22-0-0
(min.0-2-2),52=175/22-0-0 (min.0-2-2)
Max Horz 1=335(LC 12)
Max Uplift27=-8(LC 9),35=-27(LC 12),28=-14(LC 9),29=-19(LC 9),30=-18(LC 9),31=-13(LC 12),32=-19(LC 12),
33=-19(LC 12),34=-21(LC 12),37=-10(LC 12),38=-18(LC 12),39=-19(LC 12),40=-18(LC 12),41=-18(LC 12),
42=-18(LC 12),43=-18(LC 12),44=-19(LC 12),45=-18(LC 12),47=-18(LC 12),48=-18(LC 12),49=-18(LC 12),
50=-19(LC 12),51=-14(LC 12),52=-54(LC 12)
Max Grav27=41(LC 1),1=149(LC 12),36=11(LC 3),36=3(LC 1),35=116(LC 1),35=116(LC 1),35=116(LC 1),28=105(LC
1),29=109(LC 1),30=109(LC 1),31=101(LC 1),32=111(LC 1),33=104(LC 1),34=118(LC 1),37=83(LC 1),
38=109(LC 1),39=107(LC 1),40=107(LC 1),41=107(LC 1),42=106(LC 1),43=107(LC 1),44=107(LC 1),
45=107(LC 1),47=107(LC 1),48=107(LC 1),49=106(LC 1),50=112(LC 1),51=82(LC 1),52=175(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-407/197,2-3=-365/169,3-4=-349/164,4-5=-330/155,5-6=-312/146,6-7=-294/137,7-8=-276/128,8-9=-257/119,
9-10=-239/110,10-11=-221/101,11-12=-203/92,12-13=-184/83,13-14=-166/74,14-15=-148/65,15-16=-130/56,
16-17=-116/48,17-18=-100/39,18-53=-94/32,19-53=-92/38,19-20=-67/28,20-21=-42/19,21-22=-17/15,22-23=-0/0,
23-54=-0/0,24-54=-0/0,24-25=-0/0,25-55=-0/0,26-55=-0/0,26-27=-31/16
BOT CHORD 1-52=-4/0,51-52=-4/0,50-51=-4/0,49-50=-4/0,48-49=-4/0,47-48=-4/0,46-47=-4/0,45-46=-4/0,44-45=-4/0,43-44=4/0,
42-43=-4/0,41-42=-4/0,40-41=-4/0,39-40=-4/0,38-39=-4/0,37-38=-4/0,36-37=-4/0,35-36=0/0,17-35=-45/33,34-35=-0/0
,33-34=-0/0,32-33=-0/0,31-32=-0/0,30-31=-0/0,29-30=-0/0,28-29=-0/0,27-28=-0/0
WEBS 25-28=-77/38,24-29=-83/41,23-30=-82/41,22-31=-75/39,21-32=-84/56,20-33=-81/53,19-34=-81/58,18-35=-54/8,
16-37=-58/24,15-38=-82/34,14-39=-81/34,13-40=-80/34,12-41=-80/34,11-42=-79/34,10-43=-80/34,9-44=-81/35,
8-45=-80/34,7-47=-80/34,6-48=-80/34,5-49=-79/34,4-50=-83/35,3-51=-64/34,2-52=-126/109
Continued on page 2
Job Truss Truss Type Qty 'Ply 'The Cumberland
8007 T01 GABLE 1 1 ge
Job Building Component Suppy,Green Cove Springs,FL Run:D:yc?mdtwzXKngCphrm5?QyazEeSX Reference Industries, 8kydkYn
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS
(directional)and C-C Exterior(2)0-1-12 to 3-7-8,Interior(1)3-7-8 to 27-7-13,Exterior(2)27-7-13 to 32-3-12 zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult
qualified building designer as per ANSI/TPI 1.
3)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
4)Provide adequate drainage to prevent water ponding.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
9)Bearing at joint(s)35 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 8 lb uplift at joint 27,27 lb uplift at joint 35,14 lb uplift at joint 28,19 lb uplift at joint
29,18 lb uplift at joint 30,13 lb uplift at joint 31,19 lb uplift at joint 32,19 lb uplift at joint 33,21 lb uplift at joint 34,10 lb uplift at joint 37,18 lb uplift at joint 38,19 lb uplift at
joint 39,18 lb uplift at joint 40,18 lb uplift at joint 41,18 lb uplift at joint 42,18 lb uplift at joint 43,19 lb uplift at joint 44,18 lb uplift at joint 45,18 lb uplift at joint 47,18 lb uplift
at joint 48,18 lb uplift at joint 49,19 lb uplift at joint 50,14 lb uplift at joint 51 and 54 lb uplift at joint 52.
11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
[Job Truss Truss Type Qty Ply 'The Cumberland
I 1
18007 1702 PIGGYBACK BASE 6 1
I I Job Reference(optional) ,
Building Component Supply.Green Cove Springs,FL Run:7.620 S Apr 30 2015 Print:7.620 s Apr 30 20151476k Industries.Inc. Mon Sep 14 11:52:44 2015 Page 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-ZwS5e97bS_43uHgio6CcGgB095oIELAD3Al?8kydkYn
7-5-13 14-6-3_ 21-10 8_____ 26-8-11 32-11-8
-
7-5-13 7-2-5 7-2-5 4-10-3 6-2-13
4x10 Scale=1:73.0
2x4 II
5.0012 6 20 21 7
/--=i- .
2x4 I /517 .
3x4 72
3x6
W7 •
3 4/ 4
- � 6 .-
3x4 / W5
2
s �\
��- .16 . W3 :1,-11.... i�.
•'A1 1 c•1.128# 19
18 19
15 14 13 12 116x8 2x4 I 3x4
0-5-0Q-1-8) 2x4 II 3x6= 3x8= 0-3-0Q-2-8)
587C26# 2120V:169# JUS24 OR BETTER
7-5-13 14-8-3 21-10-8 22-3-8 26.8-11 32-11-8
7-5-13 I 7-2-5 } 7-2-5 0-5-0 4-5-3- 6-2-13
Plate Offsets(X,Y)- [6:0-6-0,_0-1-12],[10:0-2-8,0-2-12],[12:0-1-8,0-1-8]
LOADING(psf) SPACING- 2-0-0 � CSI. DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.0714-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.1914-15 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) -0.01 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:230 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except
BOT CHORD 2x4 SP No.2"Except" end verticals.
B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No.3 1 Row at midpt 5-10
WEBS 1 Row at midpt 7-8,4-10,6-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=-94/Mechanical,15=587/0-5-8 (min.0-1-8),10=2120/0-3-8 (min.0-2-8)
Max Horz 15=320(LC 12)
Max Uplift8=-128(LC 9),15=-28(LC 12),10=-169(LC 12)
Max Grav8=193(LC 24),15=587(LC 1),10=2120(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-16=-824/58,2-16=-741/75,2-3=-157/0,3-4=-41/12,4-5=-81/801,5-17=0/664,6-17=0/781,7-8=-177/80,1-15=-501/118,
6-20=-7/2,20-21=-7/2,7-21=-7/2
BOT CHORD 14-15=-354/684,13-14=-354/684,12-13=-354/684,11-12=-8/34,10-11=0/124,5-10=-370/194,10-18=-179/0,9-18=-179/0,
9-19=-177/0,8-19=-177/0
WEBS 2-14=0/285,2-12=-688/179,4-12=0/532,10-12=-204/121,4-10=-940/158,6-10=-1160/0,6-9=0/351,6-8=0/370
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-5-5,Interior(1)3-5-5 to 26-8-11,Exterior(2)26-8-11 to
31-4-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift at joint 8,28 lb uplift at joint 15
and 169 lb uplift at joint 10.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
o -Truss [Truss Type — Qty y
PI The Cumberland
8007 To3 Building Component S Green Cove S FL AAonop tch Run:7.62 4 1
[Job Reference(optional) r
ng pon Supply. pings, 0 s Apr 302015 Print:7.620 s Apr 30 2015 biTek Industries.Inc. Mon Sep 14 11:52:45 2015 Page 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-160TsV8EDICwWRPuLpjrp2kEOV3jzOYMHq 1 YgAydkYm
____--
7-5-13_.___ 14-8-3 21-10-8 25-9-8 30-0-0
75-13 I 7-2-5 7-2-5 3-11-0 4.3.43_9
Scale=1:71.4
5.00 12 3x4 3x6 2x4
8 9 10
T4_- --. •
2x4 1 23 '
3x6 7
6 - —'
3x4
•
, 3x6 0 �i'
334 ,W4
4x5 —
2 22 Ti
1 ;HW1 ig! - B4- __- to q
N-----
B1 — — —-1".11111111: 24 25 12 11 R--
17 16 15 6x8- 3x4
0- 0-1, ) 2x4 I, 3x6 3x8 0-3'$'210) 0-3.8(0-1-8)
7 1677 161# 119#/-91#
7-5-13 14-8-3 21-10-8 _ 22-3-8 30-0-0
7-5-13 7-2-5 1 7-2-5 0.5-0 7-8-8
PlateOffsets_(X,Y)- [1:0.4-13,0-3-2],[9:0-3-0,0-2-4],[13:0-2-8,0-2-12],[15:0-1-8,0-1-8]
•
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.23 12-13 >414 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.44 12-13 >216 180 '
BCLL 0.0 • Rep Stress Ind YES WB 0.84 Horz(TL) 0.03 13 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:206 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No.3 1 Row at midpt 7-13
SLIDER Left 2x6 SP No.2 1-6-0 WEBS 1 Row at midpt 10-12,5-13,8-13
with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace
spacing of 20-0-0 oc.
I MiTek recommends that Stabilizers and required cross bracing
' be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=-33/0-3-8 (min.0-1-8),1=738/0-5-8 (min.0-1-8),13=1677/0-3-8 (min.0-2-0)
Max Horz 1=322(LC 12)
Max Upliftl2=-91(LC 9),1=-23(LC 12),13=-161(LC 12)
Max Gray 12=119(LC 24),1=738(LC 1),13=1677(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-576/0,2-22=-1150/52,3-22=-1082/69,3-4=-504/0,4-5=-493/0,5-6=-97/328,6-7=-81/404,7-23=-16/285,8-23=-1/371,
8-9=-57/15,10-12=-104/48,9-10=-11/0
BOT CHORD 1-17=-425/999,16-17=-343/999,15-16=-343/999,14-15=-126/0,13-14=0/124,7-13=-344/150,13-24=-78/0,24-25=-78/0,
12-25=-78/0,11-12=0/0
WEBS 3-17=0/278,3-15=-681/178,5-15=0/486,13-15=-169/471,5-13=-885/165,8-13=-621/9,8-12=0/240
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30f1;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 26-8-11,Exterior(2)26-8-11 to
29-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 12,23 lb uplift at joint 1
and 161 lb uplift at joint 13.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
rJob Truss !Truss Type 'fly Ply 'The Cumberland
18007 1704 1Rggyback Base 3 I 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.6i08 Aqpprr 302015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 14 11:52:45 2015 Page 1
ID:yc?mdtwzXKngCphrrm5?QyazEeSX-160TsV8EDICwWRPuLpjrp2kB9V4TzoYMHq 1 YgAydkYm
3-2-12 9-8-9 16.2-7 23-11-12 25-4-11 31-7-8
I T
3-2-12 5-5.13 6-5-13 7-9-5 1-4-15 6-2-13
3x6 Scale=1:67.0
4x10 2x4
6 7 19 20 8
5.00 12 t1a —
18
2x4 11 ��
5 .
3x4 \ ii
3 4.• '5 W5 �
2x4 II
W4
2
V�3
1 j/ 1f
c C-- B By B2
214 13 12 11 21F 22 o# 9#JUS24 OR BETTER
0-5-a1u-1-8) 2x4 II 3i6= 0-3402-11) 5x6
3x4 793#/-66# 3x8= 2301#/-122#
3-0-0 3-2-12 9-8-9 16-2-7 23-11-12 31-7-8
~3-0-0 0-2 112 6-5-13 6-5-13 7-9-5 • 7-7-12
Plate Offsets(X,Y)— [1:0-3-0,0-1-8],[7:0-3-0,0-2-4],[9:0-3-0,0-3-0],[11:0-2-0,0-1-8],[12:0-2-11,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.12 11-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.30 11-13 >826 180
BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(TL) -0.01 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:191 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 8-9
2 Rows at 1/3 pts 6-10
with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace
spacing of 20-0-0 oc.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=-509/Mechanical,14=793/0-5-8 (min.0-1-8),10=2235/0-3-8 (min.0-2-11)
Max Horz 14=305(LC 12)
Max Uplift9=-509(LC 1),14=-66(LC 12),10=-122(LC 12)
Max Gray 14=793(LC 1),10=2301(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-474/1071,2-3=-608/49,3-4=-166/10,4-5=-95/33,5-18=-194/120,6-18=-84/135,6-7=-111/35,7-19=-10/2,
19-20=-10/2,8-20=-10/2,8-9=-197/86
BOT CHORD 1-14=-1423/481,13-14=-297/481,12-13=-297/481,11-12=-297/481,11-21=-557/0,10-21=-557/0,10-22=-557/0,
9-22=-557/0
WEBS 2-14=-503/166,3-13=0/218,3-11=-460/113,5-11=-437/188,6-11=-225/1058,6-10=-2062/289,6-9=0/944
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-12,Interior(1)3-2-12 to 25-4-11,Exterior(2)25-4-11 to
29-10-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 509 lb uplift at joint 9,66 lb uplift at joint 14
and 122 lb uplift at joint 10.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job floss iTruss Type Qty Ply The Cumberland
8007 705 Piggyback Base 6 1
Job Reference((optional) k
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:45 2015 Page 1
ID:yc7mdtwzXKngCphrm5?QyazEeSX-160TsV8EDICwWRPuLpjrp2kCSV5DzpsMHq 1 YgAydkYm
I 8-5.2 __- ____ 16-2-7 __ 23-11-12 25-4-11 31-7-8
8-5-2 7-9-5 7-9-5 1-4-15 6-2-13
3x6 Scale=1:67.0
4x10 2x4 II
5 6 18 19 7
5.00112 t:. 73
17 �
3x4
4 T2
3x6
2 x 4 1 1 3
2 �t 4 \
•
T1 I
16 /
/%
1 W1
o _.''-. .... -. --- - :, _ .. _ — - :• ` -- -- -- 10ere�-sar�US24 OR BETTER
12 20 11 70 21 91 22 8
0- 143) 3x4= 3x6 = 0-3-41-2-5) 3x4
'-'43# 3x4_- 1947#/-198#
8-5-2 16-2-7 23-11-12 31-7-8
8-5-2 + 7-9-5 I 7-9-5 7-7-12
Plate Offsets(X,Y)—LO-3-0,0-2-4J,j10:0-1-12,0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.11 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.27 10-12 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.82 Horz(TL) 0.03 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:193 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-8,5-9
with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace
spacing of 20-0-0 oc.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=-70/Mechanical,1=863/0-5-8 (min.0-1-8),9=1725/0-3-8 (min.0-2-5)
Max Horz 1=305(LC 12)
Max Uplift8=-94(LC 3),1=-43(LC 12),9=-198(LC 12)
Max Grav8=109(LC 22),1=863(LC 1),9=1947(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-16=-1582/357,2-16=-1337/59,2-3=-1428/143,3-4=-1337/169,4-17=-653/91,5-17=-519/106,5-6=-111/35,6-18=-10/2,
18-19=-10/2,7-19=-10/2,7-8=-198/86
BOT CHORD 1-12=-655/1876,12-20=-171/544,11-20=-171/544,10-11=-171/544,10-21=-239/0,9-21=-239/0,9-22=-239/0,8-22=-239/0
WEBS 2-12=-476/208,4-12=-204/975,4-10=-793/269,5-10=-243/1278,5-9=-1558/365,5-8=0/414
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft;eave=oft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-15,Interior(1)3-1-15 to 25-4-11,Exterior(2)25-4-11 to
29-10-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 8,43 lb uplift at joint 1 and
198 lb uplift at joint 9.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
[Job Truss 'Truss Type Qty Ply The Cumberland
8007 706 ,GABLE 1 1
Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Sep 14 11.52:46 2015 Pagg 1
ID yc?mdtwzXKngCphrm5?QyazEeSX-WJar3g9s_bKn8b_4vXE4MFGWGva2iRPWWUn6CcydkYI
26-3-12 31-7-8
26-3-12 5-3-12
4x5= Scale:3/16•=1'
5.0012 20 21 22 23 24 25
44 j
}T4 ,
18 •
17
16 jT3`
3x6 15
1314
12 ,
11 ost
10
9 7 8 r 9 19 19`
8 5 8
3x6 5 6 ��� 18 I 1 S 2 3 4
0
4
3 T$
,STtis ST3 9T4
1 T1 T2
L
3x4
47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26
5x6
31-7-8
31-7-8
Plate Offsets(X,Y)- [12:0-2-4,Edge],[21:0-2-8,0-2-4),(38:0-3-0,0-3-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 26 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:308 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 25-26,24-27,23-28,22-29,21-30,20-31,
19-32,18-33,17-34
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 26=41/31-7-8 (min.0-2-14),1=91/31-7-8 (min.0-2-14),27=105/31-7-8 (min.0-2-14),28=109/31-7-8 (min.
0-2-14),29=109/31-7-8 (min.0-2-14),30=101/31-7-8 (min.0-2-14),31=110/31-7-8 (min.0-2-14),32=107/31-7-8
(min.0-2-14),33=107/31-7-8 (min.0-2-14),34=107/31-7-8 (min.0-2-14),35=107/31-7-8 (min.0-2-14),
36=107/31-7-8 (min.0-2-14),37=106/31-7-8 (min.0-2-14),38=107/31-7-8 (min.0-2-14),39=107/31-7-8 (min.
0-2-14),40=106/31-7-8 (min.0-2-14),41=107/31-7-8 (min.0-2-14),42=107/31-7-8 (min.0-2-14),43=107/31-7-8
(min.0-2-14),44=104/31-7-8 (min.0-2-14),45=118/31-7-8 (min.0-2-14),46=55/31-7-8 (min.0-2-14),
47=227/31-7-8 (min.0-2-14)
Max Horz 1=306(LC 12)
Max Uplift26=-9(LC 9),27=-15(LC 9),28=-20(LC 9),29=-19(LC 9),30=-13(LC 12),31=-20(LC 12),32=-19(LC 12),
33=-18(LC 12),34=-18(LC 12),35=-18(LC 12),36=-19(LC 12),37=-18(LC 12),38=-19(LC 12),39=-18(LC 12),
40=-19(LC 12),41=-18(LC 12),42=-18(LC 12),43=-18(LC 12),44=-18(LC 12),45=-20(LC 12),46=-10(LC 12),
47=-39(LC 12)
Max Grav26=41(LC 1),1=112(LC 12),27=105(LC 1),28=109(LC 1),29=109(LC 1),30=101(LC 1),31=110(LC 1),
32=107(LC 1),33=107(LC 1),34=107(LC 1),35=107(LC 1),36=107(LC 1),37=106(LC 1),38=107(LC 1),
39=107(LC 1),40=106(LC 1),41=107(LC 1),42=107(LC 1),43=107(LC 1),44=104(LC 1),45=118(LC 1),
46=55(LC 1),47=227(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-5071175,2-3=456/136,3-4=-453/146,4-5=-438/145,5-6=-411/134,6-7=-385/126,7-8=-359/117,8-9=-334/108,
9-10=-308/99,10-11=-282/90,11-12=-257/76,12-13=-252/81,13-14=-231/72,14-15=-206/63,15-16=-180/55,
16-17=-154/46,17-18=-129/37,18-48=-102/23,19-48=-98/28,19-20=-65/19,20-21=-22/15,21-22=-0/0,22-23=-0/0,
23-24=-0/0,24-25=-0/0,25-26=-31/16
BOT CHORD 1-47=-1/1,46-47=-1/1,45-46=-1/1,44-45=-1/1,43-44=-1/1,42-43=-1/1,41-42=-1/1,40-41=-1/1,39-40=-1/1,38-39=-1/1,
37-38=-0/0,36-37=-0/0,35-36=-0/0,34-35=-0/0,33-34=-0/0,32-33=-0/0,31-32=-0/0,30-31=-0/0,29-30=-0/0,28-29=-0/0,
27-28=-0/0,26-27=-0/0
WEBS 24-27=-77/37,23-28=-83/40,22-29=-82/41,21-30=-75/62,20-31=-83/97,19-32=-80/84,18-33=-80/56,17-34=-80/53,
16-35=-80/53,15-36=-80/54,14-37=-80/53,13-38=-80/54,11-39=-80/53,10-40=-80/54,9-41=-80/53,8-42=-80/53,
7-43=-80/54,6-44=-79/53,5-45=-87/60,4-46=-46/33,2-47=-162/179
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=32ft;eave=2ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-10-2 to 4-0-1,Exterior(2)4-0-1 to 26-3-12,Corner(3)26-3-12 to
29-5-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed Lfor wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Cor AtdscEt paleiz as applicable,or consult qualified building designer as per ANSI/TPI 1.
Job -Truss 'Truss Type Qty Ply 'The Cumberland
8007 T06 GABLE 1 1 'Job Reference(optional) I ,-_
Building Component Supply,Green Cove Springs,FL Run:7.620 s 30 2015 Print 7.620 s Apr 30 2015 A6Tek Industries.Inc. Mon Sep 1411:52:46 2015 Page 2
ID:yc9 mdtwzXKngCphrm57 QyazEeSX-WJar3g9s_bKn8b_4vXE4MFGWGva2iRPW WUn6CcydkYl
NOTES-
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 26,15 lb uplift at joint 27,20 lb uplift at joint 28,19 lb uplift at joint
29,13 lb uplift at joint 30,20 lb uplift at joint 31,19 lb uplift at joint 32,18 lb uplift at joint 33,18 lb uplift at joint 34,18 lb uplift at joint 35,19 lb uplift at joint 36,18 lb uplift at joint
37,19 lb uplift at joint 38,18 lb uplift at joint 39,19 lb uplift at joint 40,18 lb uplift at joint 41,18 lb uplift at joint 42,18 lb uplift at joint 43,18 lb uplift at joint 44,20 lb uplift at joint
45,10 lb uplift at joint 46 and 39 lb uplift at joint 47.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Tob bins -- 'Truss Type Qty 'Ply The Cumberland
8007 T07 MONOPITCH SUPPORTED 2 1 I
!Job Reference(optional/__
Building Component Supply.Green Cove
ng Springs,FL Run:7.620 s Apr 302015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 1411:52:47 2015 P e 1
ID:yc9mdtwzMngCphrrn57QyazEeSX_VBEGAAUIvSellZHTEUuTphiJwnRukt8W83ydkYk
21-11.8
21-11-8
5.00 12 17 18 Scale=1:49.1
X16__
15 1
14
13 tir
3x6 12
11
910
=
8 mow , C
rn
7 9 4 5
6 1 ST 2 3
5 S S 0
4
3
N
I I-
3x4 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19
5x6
21-11-8
21-11-8
Plate Offsets(X,Y)- [9:0-2-8,Edge],[28:0-3-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Verl(TL) n/a - Na 999
BCLL 0.0 • Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 19 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:183 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 18-19,17-20,16-21
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 19=40/21-11-8 (min.0-2-1),1=60/21-11-8 (min.0-2-1),20=106/21-11-8 (min.0-2-1),21=109/21-11-8 (min.
0-2-1),22=107/21-11-8 (min.0-2-1),23=107/21-11-8 (min.0-2-1),24=107/21-11-8 (min.0-2-1),25=107/21-11-8
(min.0-2-1),26=107/21-11-8 (min.0-2-1),27=106/21-11-8 (min.0-2-1),28=106/21-11-8 (min.0-2-1),
29=107/21-11-8 (min.0-2-1),30=107/21-11-8 (min.0-2-1),31=106/21-11-8 (min.0-2-1),32=110/21-11-8 (min.
0-2-1),33=92/21-11-8 (min.0-2-1),34=151/21-11-8 (min.0-2-1)
Max Horz 1=265(LC 12)
Max Uplift19=-9(LC 12),20=-16(LC 12),21=-20(LC 12),22=-18(LC 12),23=-18(LC 12),24=-18(LC 12),25=-18(LC 12),
26=-19(LC 12),27=-18(LC 12),28=-19(LC 12),29=-18(LC 12),30=-19(LC 12),31=-18(LC 12),32=-19(LC 12),
33=-16(LC 12),34=-48(LC 12)
Max Gray 19=40(LC 1),1=120(LC 12),20=106(LC 1),21=109(LC 1),22=107(LC 1),23=107(LC 1),24=107(LC 1),
25=107(LC 1),26=107(LC 1),27=106(LC 1),28=106(LC 1),29=107(LC 1),30=107(LC 1),31=106(LC 1),
32=110(LC 1),33=92(LC 1),34=151(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-455/154,2-3=-403/131,3-4=-379/124,4-5=-353/115,5-6=-328/106,6-7=-302/97,7-8=-276/88,8-9=-251/75,
9-10=-246/80,10-11=-226/71,11-12=-200/62,12-13=-174/53,13-14=-148/44,14-15=-123/35,15-35=-96/21,16-35=-92/26
,16-17=-58/17,17-18=-18/9,18-19=-31/36
BOT CHORD 1-34=-1/1,33-34=-1/1,32-33=-1/1,31-32=-1/1,30-31=-1/1,29-30=-1/1,28-29=-1/1,27-28=-0/0,26-27=-0/0,25-26=-0/0,
24-25=-0/0,23-24=-0/0,22-23=-0/0,21-22=-0/0,20-21=-0/0,19-20=-0/0
WEBS 17-20=-78/91,16-21=-82/86,15-22=-80/56,14-23=-80/53,13-24=-80/53,12-25=-80/53,11-26=-80/54,10-27=-80/53,
8-28=-80/54,7-29=-80/53,6-30=-80/54,5-31=-80/53,4-32=-82/54,3-33=-71/63,2-34=-109/160
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-3-8,Exterior(2)3-3-8 to 21-9-12 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1.
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 oc.
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.
Continued on page 2
Job Truss Truss Type _- Qty --Ply 1I The Cumbenand
- -
8007 T07 MONOPITCH SUPPORTED 2 1 '
Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Mon Sep 14 11:52:47 2015 Page 2
I D:yc7mdtwzXK ngCphrm57 QyazEeSX-_V8EGAAUIvSellZHTEIJuTph iJwnRulfl8W Il3ydkYk
NOTES-
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 19,16 lb uplift at joint 20,20 lb uplift at joint 21,18 lb uplift at joint
22,18 lb uplift at joint 23,18 lb uplift at joint 24,18 lb uplift at joint 25,19 lb uplift at joint 26,18 lb uplift at joint 27,19 lb uplift at joint 28,18 lb uplift at joint 29,19 lb uplift at joint
30,18 lb uplift at joint 31,19 lb uplift at joint 32,16 lb uplift at joint 33 and 48 lb uplift at joint 34.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job iTruss 'Truss Type Oty 'Ply The Cumberland
8007 11.08 JACK-CLOSED 4 1 j
Job Reference(optional) t
Building Component supply,Green Cove Spines,FL Run.7.620 s Apr 30 2015 Pnnt.7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 14 11:52:47 2015 Page 1
I D:yc?mdtwzXKnq Cphrm5?QyazEeSX_V8 EGAAUIvSelIZHTE IJuTpW gJjgRlafl8 W fl3yd kYk
7-5-0 14-6-8 21-11-8 _-
7-5-p _____4 .
7-5-0
3x4– Scale=1:53.2
5 6
5.00 12
14 ��
2x4 II T2
4 --
3x6 .!l
3 —
• 3x4 s i i 5 fil .
2 j
T1
13
W3_
W1 THD26 OR BETTER
at -
905#/-158#
12 11 10 9 15 87
4x10 1 2x4 3x6 3x8= 3x4 I
0-5-8(0-1-8)
8581/-33#
7-5-0 14-6-8 -+_ 21-11-8 •
7-5-0 7-1-8 7-5-0
Plate Offsets(X,Y)- 15:0-1-12,0-1-8],[8:0-2-0,0-0-12],[9:0-1-8,0-1-8],[12:0-3-8,Edgel -- -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.15 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.40 9-11 >642 180
BCLL 0.0 • Rep Stress lncr YES WB 0.68 Horz(TL) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:125 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W1:2x6 SP No.2 WEBS 1 Row at midpt 5-8
with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace
spacing of 20-0-0 oc.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=858/0-5-8 (min.0-1-8),8=869/Mechanical
Max Horz 12=261(LC 12)
Max Upliftl2=-33(LC 12),8=-158(LC 12)
Max Gray 12=858(LC 1),8=905(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-12=-741/118,1-13=-1384/64,2-13=-1290/80,2-3=-823/0,3-4=-675/23,4-14=-843/110,5-14=-748/125,5-6=-2/0,
5-8=-803/264
BOT CHORD 11-12=-294/1191,10-11=-294/1191,9-10=-294/1191,9-15=-5/15,8-15=-5/15,7-8=0/0
WEBS 2-11=0/244,2-9=-559/169,4-9=-480/216,5-9=-251/1130
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 21-11-8 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 12 and 158 lb uplift at joint
8.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
'Job — Truss Truss Type _ Qty Ply The Cumberland
I
Building Component Supply.Green Cove Springs,Ft. Jack-Closed Run:7.6 0 s Apr 30 2015 Print:7.620
XKngCphm20 s r 30 2015 k5Tek Industries,
AAUie9enc. Mon Sep 14 11:52:47 2015 Page k
5-11-8 11-11-8
I 5-11-8 6-0-0
3x4 Scale=1:53.2
3 4
5.00 12 I
2x4 i, 10 i/
3x4 "--
1 '
. j
4
j
t12',
.\\ JUS24 OR BETTER
ilf
$)0 11
520#/-140#
'P 3 2x45
x8
5-11-8 11-11-8
i— 5-11-8 6.0-0 .
LOADING CSI. I DEFL in (loc) I/defl Ud PLATES GRIP
(psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.05 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.09 6-7 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.53 Horz(TL) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:94 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-6
with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace
spacing of 20-0-0 oc.
MiTek recommends that Stabilizers and required cross bracing
I be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=462/0-3-8 (min.0-1-8),6=473/Mechanical
Max Horz 8=141(LC 12)
Max Uplift6=-140(LC 12)
Max Grav8=462(LC 1),6=520(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-411/28,1-9=-302/0,2-9=-232/0,2-10=-324/79,3-10=-246/96,3-4=-2/0,3-6=-417/265
BOT CHORD 7-8=-184/94,7-11=-3/8,6-11=-318,5-6=0/0
WEBS 1-7=0/272,2-7=407/216,3-7=-228/427
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-4 to 3-2-4,Interior(1)3-2-4 to 12-0-0 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 6.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty /Ply - 'The Cumberland
8007 T11 COMAON SUPPORTED GAB 1 1
Job Reference(optional) 1- 4_
Building Component Supply.Green Cove Springs.FL Run:7.820 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:48 2015 Page 1
ID:yc?mdtwzMngCphrm57QyazEeSX-ShicU WA6WDaVNv8T1 yHYRgMsciGBAMvpzoGCHVydkYj
7-7.0 15-2-0 •
7.7.0 I 7-7-0
4x5= Scale:3/8•=1'
7
P14 \ 8
7.00 W
4 10
02 4 31
T 11
3
T
2-I 111. ST112 13
1 r A� HW1', N.lit . __ I! ■_ ti - ;61 .:x_ _. tRIT
. : co
3x5 " 24 23 22 21 20 19 18 17 16 15 14 3x5 1
4x5 4x5
15-2-0
1-
15-2-0
Plate Offsets(X,Y)-1_1:0-3-9,0-1-8],[13:0-3-9,0-1-8],[14:0-0-0,0-2-0],[24:0-1-8,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (10c) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 13 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.3 0-9-4,Right 2x4 SP No.3 0-9-4 be installed during truss erection,in accordance with Stabilizer
Installation-guide.
REACTIONS. (lb/size) 1=36/15-2-0 (min.0-1-8),13=36/15-2-0 (min.0-1-8),19=88/15-2-0 (min.0-1-8),20=110/15-2-0 (min.0-1-8),
21=107/15-2-0 (min.0-1-8),22=106/15-2-0 (min.0-1-8),23=109/15-2-0 (min.0-1-8),24=95/15-2-0 (min.0-1-8),
18=110/15-2-0 (min.0-1-8),17=107/15-2-0 (min.0-1-8),16=106/15-2-0 (min.0-1-8),15=109/15-2-0 (min.0-1-8)
,14=95/15-2-0 (min.0-1-8)
Max Horz 1=96(LC 11)
Max Uplift1=-37(LC 10),13=-9(LC 11),20=-19(LC 12),21=-28(LC 12),22=-24(LC 12),23=-26(LC 12),24=-41(LC 12),
18=-19(LC 12),17=-28(LC 12),16=-24(LC 12),15=-26(LC 12),14=-41(LC 12)
Max Grav1=71(LC 18),13=50(LC 17),19=89(LC 17),20=112(LC 17),21=107(LC 21),22=107(LC 17),23=110(LC 17),
24=114(LC 17),18=111(LC 22),17=108(LC 18),16=107(LC 18),15=109(LC 18),14=105(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-90/84,2-3=-70/61,3-4=-64/51,4-5=-57/49,5-6=-80/85,6-7=-105/114,7-8=-105/114,8-9=-80/85,9-10=-51/49,
10-11=-38/17,11-12=-44/27,12-13=-73/59
BOT CHORD 1-24=-49/66,23-24=-49/66,22-23=-49/66,21-22=-49/66,20-21=-49/66,19-20=-49/66,18-19=-49/66,17-18=-49/66,
16-17=-49/66,15-16=49/66,14-15=-49/66,13-14=-49/66
WEBS 7-19=-69/28,6-20=-85/46,5-21=-84/57,4-22=-81/52,3-23=-84/55,2-24=-88/68,8-18=-84/46,9-17=-84/57,10-16=-81/52,
11-15=-84/55,12-14=-88/68
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-0-0-0 to 3-0-0,Exterior(2)3-0-0 to 7-7-0,Comer(3)7-7-0 to 10-7-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 1,9 lb uplift at joint 13,19
lb uplift at joint 20,28 lb uplift at joint 21,24 lb uplift at joint 22,26 lb uplift at joint 23,41 lb uplift at joint 24,19 lb uplift at joint 18,28 lb
uplift at joint 17,24 lb uplift at joint 16,26 lb uplift at joint 15 and 41 lb uplift at joint 14.
10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1.
11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss inns Type 1 ty Pty Jibe Cumberland
8007 112 Roof al 1
IJob Reference(optional)
Building Component Supply,Green Cove Wogs,FL Run:7.620 s 4r 30 2015 Print 7.620 s A 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:48 2015 Page 1
ID:yc lmdtwzXKngCphrm57QyazEeSX-ShicU WA6WDaVNv8T1 yHYRgMh_i9wALTpzoGCHVydkYj
14-3-3 15.2-0
0-10 -131 6-8-3 6-8-3 0-10-13
4x5 Scale=1:33.9
4
•
7.0012 /% \\
- - •\ 12
11
T2
/
4x10= / 4x10=
1 i i 5 7
Mill ,
1 B1
13 14
10 8
3x4 I 2x4 I' 3x4 'I
0-1-12(0-1-8) 0-3-12(0-1-8)
603#/-66# 7-7-0 I 15-2-0 603#/-66#
7-7-0 7-7-0
Plate Offsets(X,Y)– [1:0-4-12,0-2-0],[7:0-4-12,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. 1, DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.07 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.17 8-9 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:61 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W2:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=595/0-1-12 (min.0-1-8),8=595/0-3-12 (min.0-1-8)
Max Horz 10=-77(LC 10)
Max UpIift10=-66(LC 12),8=-66(LC 12)
Max Gray 10=603(LC 17),8=603(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 3-10=-529/143,1-3=-6/102,1-2=-157/579,2-3=-1253/250,2-11=-694/114,4-11=-600/133,4-12=-600/133,5-12=-694/114,
5-6=-1253/248,5-7=-157/579,6-8=-529/136,6-7=-8/102
BOT CHORD 10-13=-46/534,9-13=-46/534,9-14=-46/534,8-14=-46/534
WEBS 4-9=0/321
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 0-11-5,Interior(1)0-11-5 to 7-7-0,Exterior(2)7-7-0 to
10-7-0,Interior(1)14-2-11 to 15-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 10 and 66 lb uplift at joint
8.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job -Truss 'Truss Type .Qty Ply The Cumberland
;8007 -- ITt3 g Roof Special ID:yc7m0tsApr30Cphrm57Q.620sAr30 (optional) ,ep1411:Rp82015Pag 1
•
L g uppy,Green Cove Sprin s,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Induslnes,Inc. R4on Sep 14 17:52:48 2015 Pa e 1
Building Component S
2-3-15 7-7-0 12-10-1 15-2-0
2-3-15 5-3-1 5-3-1 2-3-15
4x5 Scale=1:33.9
4
-{ '
7.00 12
1
12
1
3x5" 2x4 II
2x4 II 4x5=0000Ir T2 4x5 3x5"'
1 5 7
■
do
•B1 imi
13 14 ZZ
10 8
3x4 I 2x4 I 3x4 11
0-1-12(0-1-8) 0-3-12(0-1-8)
597#/-664 2-3-15 _ _ _ 7-7-0 12-10-1 15-2-0 597*'
2-3-15 —1 5-3-1 I 5-3-1 I 2315
Plate_Offsets(X,Y)- 13:0-2-4,0-1-8],[6:0-2-4,0-1-8] _-
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.07 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.17 8-9 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.12 Horz(TL) 0.02 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:68 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W2:2x4 SP No.3 _--- _ ---'
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=595/0-1-12 (min.0-1-8),8=595/0-3-12 (min.0-1-8)
Max Horz 10=-61(LC 10)
Max Upliftl0=-66(LC 12),8=-66(LC 12)
Max Gray 10=597(LC 17),8=597(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 3-10=-529/155,1-3=-72/45,1-2=-49/221,2-3=-894/154,2-11=-661/106,4-11=-605/125,4-12=-605/123,5-12=-661/105,
5-6=-894/149,5-7=-491221,6-8=-529/137,6-7=-72/38
BOT CHORD 10-13=-63/532,9-13=-63/532,9-14=-63/532,8-14=-63/532
WEBS 4-9=0/326
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-4-7,Interior(1)2-4-7 to 7-7-0,Exterior(2)7-7-0 to 10-7-0,
Interior(1)12-9-9 to 15-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 10 and 66 lb uplift at joint
8.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job 'Truss 7Truss Type Qty Ply The Cumberland
. I Job Reference 8007 T14 Springs,9 Roof Spedal 1.620?Apr 2015 Pant: M hsBkHWis.Inc. on Sep 1411:5 iyCS015 Page 1
Building Component Supply,Green Cove S n s,FL Run:7.620 s Apr 30 2015 Prinl:7.620 s Apr 30 2075 A6Tek Industries.Inc. Mon Sep 1411:52:49 2015 Pa 1
3-9-2 7-7-0 11-4-14 15.2-0
3-9-2 3-9-14 3-9-14 3-9-2
4x5 Scale=1:33.9
4
1_'.I
7.00 12
3x5 .- 2 x 4 1 1
2x4 II 4x5— 13 - 14 4x5 - 3x5
1 5 7
T1 El T2 .. Ti ■
[3j— — 11;i2 - 15
'%--- W
, l N• 3 /,-
:-'1-
• an •-
i
16 9 17
10 8
3x4 2x4 f 3x4 i
0-1-12(0-1-8) 0-3-12(0-1-8)
597#/-66# 3-9-2 7-7-0 11-4-14 15-2-0 597#/-66#
3-9-2 3-9-14 3-9.14 3-9-2
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.07 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.17 8-9 >999 180
BCLL 0.0 * Rep Stress Ind YES WB 0.12 Horz(TL) 0.02 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:75 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W2:2x4 SP No.3
MiTek recommends cross that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. - -
REACTIONS. (lb/size) 10=595/0-1-12 (min.0-1-8),8=595/0-3-12 (min.0-1-8)
Max Horz 10=-44(LC 10)
Max Upliftl0=-66(LC 12),8=-66(LC 12)
Max Gray 10=597(LC 18),8=597(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 3-10=-523/159,1-3=-128/68,1-11=-17/113,11-12=-17/113,2-12=-17/113,2-3=-767/129,2-13=-612/94,4-13=-602/111,
4-14=-602/108,5-14=-612/91,5-6=-767/123,5-15=-19/113,7-15=-19/113,6-8=-523/137,6-7=-128/58
BOT CHORD 10-16=-74/527,9-16=-74/527,9-17=-74/527,8-17=-74/527
WEBS 4-9=0/325
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-7-0,Exterior(2)7-7-0 to
10-7-0,Interior(1)11-4-7 to 15-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 10 and 66 lb uplift at joint
8.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
18007 1115 — Roof Special — 1 1 Job Reference(optional) ,
/Job fruss Truss T ,Qty Ply The Cumberland
Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print.7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sepia 11:52:49 2015 Page 1
ID:yc7mdtwzXKngCphrm5?QyazEeSX-wuG hsBkHWiM?3jfafonzuusg6VEvojyCS?mpxydkYi
5-2-4 : --- 7-7-0 9-11-12 ; 15-2-0
5-2-4 2-4-12 2-4-12 5-2-4
4x5 Scale=1:33.9
4
3x5 2x4
2x4 H 7.00 12 4x5 4x5 3x5
1 2 5 7
ifi 11 12 13
T2 T2
1
W2 I '9
j' 1
6
■ B1
0 14 9 15
10 8
3x4 2x4 354 I
0-1-12(0-1-8) 0-3-12(0-1-8)
599N-81# 7-7-0 15-2-0 599#/-81 1�
7-7-0 7-7-0
Plate Offsets(X,Y)- (8:0-2-0,0-0-01,[10:0-2-0,0-0-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.07 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.18 8-9 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:81 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W2:2x4 SP No.3 required -i_-_ -
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=595/0-1-12 (min.0-1-8),8=595/0-3-12 (min.0-1-8)
Max Horz 10=27(LC 11)
Max Upliftl0=-81(LC 8),8=-81(LC 9)
Max Gray 10=599(LC 18),8=599(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 3-10=-516/157,1-3=-165/83,1-11=-4/62,11-12=-4/62,2-12=-4/62,2-3=-694/112,2-4=-575/89,4-5=-575/86,5.6=-694/108,
5-13=-6/62,7-13=-6162,6-8=-516/134,6-7=-165/74
BOT CHORD 10-14=-78/517,9-14=-78/517,9-15=-78/517,8-15=-78/517
WEBS 4-9=0/321
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-7-0,Exterior(2)7-7-0 to
9-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 lb uplift at joint 10 and 81 lb uplift at joint
8.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job — Truss Truss Type - IQty Ply The Cumberland i
8007 T16 HIP GIRDER 1 1
Job Reference(optional)
g
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Mon Sep 1411:52:49 2015 Page 1
I D:yc7 mdtwzXKnq Cph rm5?QyazEeSX-wu G_hsBkH W i M?3jfafonzuu sE6Qfvj kyCS?mpxydkYi
1-7-4 6-0-0 , 9-11-0 13-10-0 15-10-0 19-10-0
1-7-4 4-4-12 3-11-0 3-11-0 2-0-0 4-0-0
Scale=1:34.6
NAILED NAILED NAILED
4x5
NAI ED 3x' - NAI ED 4x5
- 14 , 4 17 '
7.002 , . )i ::i III 1.
r 2x4
/ `� 6
3x4. �� T1
NI.' 2 WS W5 8x1211 °
2x4 I I I■ 7
1,,,..- \.
i 1
4 f�l _ 1 L r,. Q
• III -I1 u'_ 1 nII IL i` Ir iil II rl
13 a(18 19 11 10 20 21 9 22 23
2x4 I I 72 NAILED 3x8 r- 3x6 NAILED NAILED 3x8 NAILED NAILED 6
2 x 4 2 x 4 1 1 NAILED
0-5-8(04MAD NAILED NAILED 0-3-8(0-1-8)
1488#/-319# 1270#/-273#
1-7-4 6-0-0 13-10-0 19-10-0
1-711 I 4-4-12 7-10-0 6-0.0_
Plate Offsets(X,Y)-- (2:0-1-12,0-1-8],[7:Edge,0-5-8],[11:0-2-8,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.16 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.48 9-11 >453 180
BCLL 0.0 • Rep Stress Incr NO WB 0.44 Horz(TL) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:106 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except
T2:2x4 SP No.2 end verticals.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing
W7:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=1488/0-5-8 (min.0-1-12),8=1270/0-3-8 (min.0-1-8)
Max Horz 12=-68(LC 6)
Max Upliftl2=-319(LC 8),8=-273(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-50/64,2-3=-1392/269,3-14=-1149/258,14-15=-1149/258,4-15=-1149/258,4-16=-1321/299,16-17=-1321/299,
5-17=-1321/299,5-6=-1469/322,6-7=-1558/313,1-13=-33/45,7-8=-1044/211
BOT CHORD 12-13=-38/48,12-18=-98/91,18-19=-98/91,11-19=-98/91,10-11=-291/1450,10-20=-291/1450,20-21=-291/1450,
9-21=-291/1450,9-22=-220/1195,22-23=-220/1195,8-23=-220/1195
WEBS 2-12=-1262/214,2-11=-140/1159,3-11=0/371,4-11=-485/196,4-9=-241/142,5-9=-15/323,6-9=-81/273
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)The Fabrication Tolerance at joint 7=0%
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 319 lb uplift at joint 12 and 273 lb uplift at
joint 8.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-5=-60,5-7=-60,8-13=-20
Concentrated Loads(Ib)
Vert:3=-100(F)5=-100(F)10=-52(F)11=-52(F)4=-100(F)9=-52(F)15=-100(F)16=-100(F)18=-121(F)19=-101(F)20=-52(F)
21=-52(F)22=-101(F)23=-121(F)
Job Truss iTruss Type 'Qty 'Ply The Cumbedand
8007 T17 Valley 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL - Run:7.620 s Apr 302015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Mon Sep 14 11:52:50 2015 Page 1
ID:yc?mdtwzXKngCphrms?QyazEeSX-04gMvCCM2gqDcCIs8NJO W5R0sWgVeEe6R6IJLOydkYh
8.1-1 11-11-1 20-0-1
8-1-1 3-10-0 8-1-1
Scale:3/8"=1'
4x5 4x5
2 3
T2
7.00 R2
0
T1 T1 10
8 9 $T/ $T1 11
4
1
B1 B2
Qp .❖.•.•.O•.❖.❖.❖.❖.❖.❖.❖.•:.•:.❖.❖.•.❖.❖.❖.•.❖.•.❖.❖.•.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•.❖.❖.::❖.❖.❖.•.❖.❖.❖.❖.•:.❖.• eee..❖.•.••O❖.❖.❖.❖ .o
3x4 7 6 5 354
5x6 2x4
0-0-7 20-0-1
0-0-7 - 19-11-10
Plate Offsets(X,Y)-- [7:0-3-0,0-0-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:74 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=292/19-11-3 (min.0-1-13),4=292/19-11-3 (min.0-1-13),5=465/19-11-3 (min.0-1-13),6=465/19-11-3 (min.0-1-13)
Max Horz 1=-88(LC 10)
Max Uplift 1=-46(LC 12),4=-46(LC 12),5=-38(LC 12),6=-43(LC 9)
Max Grav1=292(LC 1),4=292(LC 1),5=517(LC 18),6=532(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-159/47,8-9=-82/49,2-9=-75/90,2-3=-112/110,3-10=-58/68,10-11=-61/47,4-11=-159/45
BOT CHORD 1-7=-14/58,6-7=-14/58,5-6=-22/47,4-5=-14/55
WEBS 3-5=-359/135,2-6=-359/136
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 8-1-1,Exterior(2)8-1-1 to 11-11-1,
Interior(1)16-1-15 to 19-5-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 1,46 lb uplift at joint 4,38
lb uplift at joint 5 and 43 lb uplift at joint 6.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss irt. ype iQty 'Ply The Cumberland
8007 718 Valley 1 1
Job Reference(optional) ,
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Welt Industries.Inc. Mon Sep 1411:52:50 2015 Page 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-O4gMvCCM2gq DcCIs8NJOW5R92WwfeFg6R6IJLOydkYh
4-7-13 8-7-13 12-7-13 17-3-10
4-7-13 4-0-0 4-0-0 4-7-13
4x5 Scale=1:34.3
3
j..
7.00 12
i'-' 12
2x4 11 / 2x4
2 T1 .- 4
10 j T �U 13
W1
1 i
5
4 B1 82 V
0
O. 0
3x4 9 8 7 6 3x4
2x4 I 3x6 2x4 2x4
0 Q 7 4-7-13 12-7-13 17-3-10
7 4-7 6
8-0-0 4-7-13
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:67 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=143/17-2-13 (min.0-1-8),5=143/17-2-13 (min.0-1-8),7=243/17-2-13 (min.0-1-8),9=384/17-2-13 (min.0-1-8),6=384/17-2-13 (min.0-1-8)
Max Horz 1=-94(LC 10)
Max Uplift1=-4(LC 12),5=-4(LC 12),9=-92(LC 12),6=-92(LC 12)
Max Gray 1=143(LC 1),5=143(LC 1),7=243(LC 1),9=388(LC 21),6=388(LC 22)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-103/52,2-10=-50/83,2-11=-117/79,3-11=-94/97,3-12=-94/97,4-12=-117/79,4-13=-14/56,5-13=-75/16
BOT CHORD 1-9=-32/47,8-9=-32/47,7-8=-32/47,6-7=-32/47,5-6=-32/47
WEBS 3-7=-174/0,2-9=-289/154,4-6=-289/154
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 8-7-13,Exterior(2)8-7-13 to
11-7-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 1,4 lb uplift at joint 5,92 lb
uplift at joint 9 and 92 lb uplift at joint 6.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
JoTi •Truss ;Truss Type Qty Ply The Cumberland
8007 T19 'Valley 1 1
I Job Reference(optional) • •
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Wok Industries,Inc. Mon Sep 14 11:52:50 2015 Page 1
ID:yc7 mdtwzXKngCphrm57QyazEeSX-O4gMvCCM2gqDcCIs8NJO W5RA4 Wx1 eGw6R6lJLOydkYh
I 3-2-11_ __ —_ 7-2-11 11-2-11 14-5-6__
3-2-11 4-0-0 4-0-0 3-2-11
4x5 Scale=1:27.0
3
7.00 r12
//
� 11
2x4 , 2x4 II
• 9 T1 I , Ti 12 4
2 / -Ti
H. \\
W1 5
1
q FIB1 / V
04!.❖.❖.•.•.!.•..•.❖.❖.•."•::•••••••••• ....••••••••••••••••......•••••..::............•.•.•.•.•..•••••••••.•.•.•.•.•.•.•.•••••.•••••.•••.•••.•.•••.•.•••.•.•••.••••••••••■•••••••••••• 'o
3x4 8 7 6 3x4
2x4 II 2x4 2x4
0 0 7 3-2-11 11-2-11 14-5-6
0 0 7 3 2rt I 8 0.0 3-2-11
LOADING(psf) SPACING- 2-0-0 I CSI. I DEFL in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 1 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014ITPI2007 (Matrix) Weight:54 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=86/14-4-8 (min.0-1-8),5=86/14-4-8 (min.0-1-8),7=272/14-4-8 (min.0-1-8),8=312/14-4-8 (min.0-1-8),6=312/14-4-8 (min.0-1-8)
Max Horz 1=-78(LC 10)
Max Uplift8=-77(LC 12),6=-77(LC 12)
Max Grav1=90(LC 18),5=86(LC 1),7=272(LC 1),8=319(LC 21),6=319(LC 22)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-84/62,2-9=-102/61,9-10=-97/63,3-10=-78/81,3-11=-78/81,11-12=-97/63,4-12=-100/61,4-5=-61/36
BOT CHORD 1-8=-19/43,7-8=-19/43,6-7=-19/43,5-6=-19/43 •
WEBS 3-7=-190/22,2-8=-244/138,4-6=-244/138
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 7-2-11,Exterior(2)7-2-11 to
10-2-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 8 and 77 lb uplift at joint 6.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type 1 Qty Ply •The Cumberland
8007 720 Valley 1 1
1 Job Reference(optional) '
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Mon Sep 14 11:52:50 2015 Page 1
I D:yc?mdtwzXKnq Cph rm5?QyazEeSX-O4q MvCCM 2qq DcC I s8NJ0 W 5R7sW uZeFo6R61JLOydkYh
I 5-9-9-- 11-7-1
5-9-9 5-9-9
4x5 Scale=1:21.7
2
7.00 12
I 7
6 I
.i �Trt �. T7 g
I 5 ST1
\\
/
\. 3
1 // — �\
.B1 q
3x4 2x4 4 3x4
O-Q-7 11-7-1
007 11.6-10
LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 j TC 0.37 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1. Vert(TL) n/a n/a 999
Horz(TL) 0.00 3 n/a n/a
BCLL 0.0 • Rep Stress InInd YE25 BC 0.27
S 1 WB 0.07
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=199/11-6-3 (min.0-1-8),3=199/11-6-3 (min.0-1-8),4=443/11-6-3 (min.0-1-8)
Max Horz 1=61(LC 11)
Max Uplift 1=-35(LC 12),3=-35(LC 12),4=-24(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-5=-126/42,5-6=-67/43,2-6=-54/57,2-7=-54/57,7-8=-60/43,3-8=-125/42
BOT CHORD 1-4=-5/53,3-4=-5/53
il WEBS
2-4=-288/103
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 5-9-9,Exterior(2)5-9-9 to 8-9-9
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 1,35 lb uplift at joint 3 and
24 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job ;Truss Truss Type Qty Ply The Cumberland I
8007 T21 Valley 1 1
Job Reference(optional) 1 ,
Building ComponentSuppy,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:51 2015 Page 1
ID:yc7 mdtwzXKngCphrm57QyazEeSX-sGOk6YD.p8y4EMs2i4gF2J_JKwFnNjWFglUsugydkYg
4-4-6 8-8-13
4-4-6 4-4-6
Scale=1:17.3
4x5=
2
7.00 I 12 6 JO--,....'''''. 7
T1 �' T1„
/i W7 8
5 / 3
q 1 p' 4„,.-1,-,,,
Q B1 r\"
/
•o
4
2x4 2x4 2x4
0 / 4-4-6 8-8 13
0-0-7 4-3-15 4-4-6
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:29 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=160/8-7-15 (min.0-1-8),3=160/8-7-15 (min.0-1-8),4=292/8-7-15 (min.0-1-8)
Max Horz 1=-45(LC 10)
Max Uplift 1=-33(LC 12),3=-33(LC 12),4=-1(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-5=-82/28,5-6=-44/34,2-6=-31142,2-7=-31/42,7-8=-42/34,3-8=-79/28
BOT CHORD 1-4=-5/35,3-4=-5/35
WEBS 2-4=-197/78
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 4-4-6,Exterior(2)4-4-6 to 7-4-6
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 1,33 lb uplift at joint 3 and
1 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Truss - Truss Type Qty -Ply- The Cumbedand
8007 T22 Valley !1 1
Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 1411:52:51 2015 Page 1
I D:yc?mdtwzXKngCphrm5?QyazEe SX-sGOk6YD_p8y4 EMs2i4gF2J_MtwDW Nj7FglUsugydkYg
2-11-4 5-10-8
2-11-4 2-11-4
3x6 Scale=1:12.7
2
7.00 12
T1
3
B1
2x4 2x4
5-10-1 5-10-8
5-10-1 0-0-7
Plate Offsets(X,Y)- 12:0-3-0,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a - n/a 999
BOLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=192/5-9-10 (min.0-1-8),3=192/5-9-10 (min.0-1-8)
Max Horz 1=-28(LC 10)
Max Upliftl=-21(LC 12),3=-21(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-172/82,2-3=-172/82
BOT CHORD 1-3=-37/123
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 21 lb uplift at joint 3.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
7
j Jt — Truss - 'Truss Type Qty Ply The Cumberland
I
6007 123 Valley 1 1
;Job Reference(optional) 0 ,
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:51 2015 Page 1
I D:yc?mdtwzXKngC ph rm5?QyazEeSX-sGOk6YD_p8y4 EMs2i4gF2J_N7wHPNj 7FglUsugyd kYg
1-6-2 3-0-3
1-6-2 1-6-2
3x6 Scale=1:6.9
2
7.00'12
3
Ti Ti
1
q ,,\ B1 O . • .. •• • . ... . . •. ... 9
.•.❖.❖:.:•.❖.❖.❖••.•.❖.•.❖::::.❖.❖.❖.❖.•.•.❖.❖.❖.•.•.•.••❖.❖.••...❖.❖.❖.❖.❖.••❖.❖•❖.❖.•:.❖.❖.•. 0
.•.❖.•.❖�❖.•.❖.•.❖.•.•.❖.•.❖.❖.❖.❖.❖.•.:❖.•.••❖.❖.•.•.•.•.•.❖.❖.❖.❖.•.••❖.•:.❖.❖.•.•�•.•.❖.❖.❖.•.•••.❖.❖.•.
.❖.❖.•.❖,•.❖.•,❖.❖.•.:❖.❖.❖.❖•❖.❖.❖.❖.•.❖.❖.❖.❖.❖.❖.•.❖.❖.❖.••❖.•.❖.❖.❖.❖.•.❖.•.•.❖.•.•••.•.❖.❖.
................................................................................
2x4 2x4
010.7 -- 2-11-6(0-1-8) 3-0-3 2-11-6(0-1-8) .
0-0-7 2-11-13
Plate OffsetX,Y)— j2:0-3-0,Edge] #�
LOADING(psf) SPACING- 2ir-0-" CSI. DEFL. in (loc) I/deft 7069# PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 1 Code FBC2014/TPI2007 (Matrix) Weight:8 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=77/2-11-6 (min.0-1-8),3=77/2-11-6 (min.0-1-8)
Max Horz 1=-11(LC 10)
Max Uplift1=-9(LC 12),3=-9(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-69/33,2-3=-69/33
BOT CHORD 1-3=-15/50
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 9 lb uplift at joint 3.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
[Job — Truss Truss Type Qty Ply The Cumberland
L60W T2a Valley 1 1 Job Reference(optional) • I j
Building Component Supply,Green Cove Springs.FL Run.7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 t Tek Industries.Inc. Non Se 14 11:52:51 2015 Page 1
ID:yc7mdtwzXK ngCph rm5?QyazEeSX-sGOk6YD_p8y4EMs2i4q F2J_NawHWNjkF9lUsugydkY9
3-8-4 --. 5-0-4 6-4-4 7-5-13 7-8-4 9-0-4 10-4-4 11-8.4 14-11-9 i
3-8-4 1-4-0 1-4-0 1-1-9 0-2-7 1-4-0 1-4-0 1-4-0 3-3-6
455 Scale:1f2"=1'
5
/ 6 lar--7.00 12 4 _
/ \ 7 18
17 4.i T1
c} 2 / LJ 8
W3 ,'
A 2, �2 IUI
1 W1 9
Y 1.� B1i� _ _l - C' q
o ••:iii.••00•.•J.w...•••O••O••000.00.00•••••.••O••••••••O••••O•J•:•••O.O•OOJ••••O••••••••O•••••J.::•O•••••O•••••••.v•••••❖•O•••:i•�.•00.0•J••••O••••:••::•::•••• o
3x4 16 15 14 13 12 11 10 3x4
0.11.6 ,- ____ 3-8-4 I 5-0-4 I _ 6-4-4 I 7-8-4 9-0-4 10-4-4 11-8-4 14-11-9
0-11-6 2-8-14 1-4-0 1.4.0 1-4-0 1-4-0 1-4-0 1-4-0 3-3-6
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:63 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
II BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=78/13-5-12 (min.0-1-8),9=78/13-5-12 (min.0-1-8),12=116/13-5-12 (min.0-1-8),11=79/13-5-12 (min.0-1-8),10=181/13-5-12 (min.0-1-8),
13=87/13-5-12 (min.0-1-8),16=181/13-5-12 (min.0-1-8),15=79/13-5-12 (min.0-1-8),14=116/13-5-12 (min.0-1-8)
Max Horz 1=73(LC 11)
Max Upliftl2=-23(LC 12),11=-21(LC 12),10=-42(LC 12),16=-42(LC 12),15=-21(LC 12),14=-23(LC 12)
Max Grav1=81(LC 18),9=78(LC 1),12=118(LC 22),11=80(LC 18),10=182(LC 18),13=87(LC 1),16=182(LC 17),15=79(LC 17),14=118(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
81-2=5-64/61,2-17=-58/24,3-17=-41/36,3-4=-53/55,4-5=-82/82,5-6=-82/83,6-7=-53/56,7-18=-22/30,8-18=-38/24,
-9=-43/39
BOT CHORD 1-16=-35/45,15-16=-35/45,14-15=-35/45,13-14=-35/45,12-13=-35/45,11-12=-35/45,10-11=-35/45,9-10=-35/45
WEBS
6-12=-88/53,7-11=-66/45,8-10=-133/86,5-13=-62/9,2-16=-133/85,3-15=-66/46,4-14=-89/53
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-5-6 to 4-5-6,Interior(1)4-5-6 to 7-8-4,Exterior(2)7-8-4 to 10-8-4
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are 2x4 MT20 unless otherwise indicated.
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 12,21 lb uplift at joint 11,
42 lb uplift at joint 10,42 lb uplift at joint 16,21 lb uplift at joint 15 and 23 lb uplift at joint 14.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job fntss Truss The Cumberland
8007 T25 Valley yPe 1 Ply
1 Job Reference(optional)_
Budding Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:52 2015 Page 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-KTx6KuEdaR4wsWREGoLUbW WSiKZb69AOuPEQQGydkYf
6-0-10 12-1.5
I —. 6 0-10 —_ — -f 6-0-10
4x5--, Scale=1:22.7
2
7.00 FIT i �, �.
6 7
5 / T1 6
•
/ T
\\
3
1 - - -- • \
, v B1- `f
o ••• _....•• • ••• ••❖ ••••••❖❖• • • • •••••••. •••❖.•❖.❖.•••❖.•. .❖.•• ••• • .•❖••❖•••❖.❖•❖•❖.••❖.❖.••❖•❖•❖.❖.❖.❖.••❖•❖.❖•❖.❖.❖.•❖•❖• o
3x4,; 2x4 4 3x4
I 12-0-14 12,1-5
12-0-14 0-0-7
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:41 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 Stabilizers -
MiTek recommends that and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=209/12-0-7 (min.0-1-8),3=209/12-0-7 (min.0-1-8),4=464/12-0-7 (min.0-1-8)
Max Horz 1=-64(LC 10)
Max Uplift 1=-36(LC 12),3=-36(LC 12),4=-25(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-5=-132/44,5-6=-68/44,2-6=-58/59,2-7=-58/59,7-8=-63/44,3-8=-131/44
BOT CHORD 1-4=-5/55,3-4=-5/55
WEBS 2-4=-302/106
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 6-0-10,Exterior(2)6-0-10 to 9-0-10
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
1 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 1,36 lb uplift at joint 3 and
1 25 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
t
Truss y ype •Qty Ply The Cumberland
8007 126 Valley 1 1 Job Reference(optional) ' .•NSS NSS PI
Building Component Supply. en Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Sep 14 11:52.52 2015 Page 1
I D:yc?mdtwzXKngC ph rm5?QyazEeSX-KTx6KuEdaR4wsW REGoLU bVWVVIKbj6AfOu PEQQG�Yf
4-7-8 9-3-0
4-7-8 i 4-7-8
Scale=1:18.1
4x5=
2
7.00 12 r�\ 7
8 \
/ W1 .
�_ 8
5 / �.
1
■ •:..••..00..O.000OOOOOOOOommwi���ywowe0000.0.0.00..O.i•i.O.00.0.00.....O.O..•..0.•.....t 0om....0:0��w....000000. o
4
2x4 2x4 2x4
0-0-7 4-7-8 9-3-0
0-0-7 4-7-1 4-7-8
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:31 lb FT=20%
- —
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=155/9-2-2 (min.0-1-8),3=155/9-2-2 (min.0-1-8),4=344/9-2-2 (min.0-1-8)
Max Horz 1=-48(LC 10)
Max Uplift1=-27(LC 12),3=-27(LC 12),4=-18(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-5=-98/31,5-6=-52/35,2-6=-36/46,2-7=-36/46,7-8=-47/35,3-8=-97/31
BOT CHORD 1-4=-4/41,3-4=-4/41
WEBS 2-4=-224/87
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 4-7-8,Exterior(2)4-7-8 to 7-7-8
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 1,27 lb uplift at joint 3 and
18 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
z
Job Truss -1Tnrss Type I Qty Ply The Cumberland
8007 727 Valley 11 7
Job Reference(optional)
Baking Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc. Mon Sep 14 11:52:52 2015 Page 1
ID:yc7mdtwzXKngCphrm5?QyazEeSX-KTx6KuEdaR4w5WREGoLUbW WXFKYd6AMOuPEQQGydkYf
3-2.6 6-4-11
3-2-6 3-2-6
3x6 Scale=1:13.4
2
7.00 12
T1
3
1 . .
B1 '✓ V
d ••❖•••❖....••••••❖•••••❖••••••.••••❖.••••••••••••❖.••❖•..•...❖.❖.❖•••••❖•••••••❖.••••••❖.❖•••••❖•••••••••••❖.••❖.❖•••••••••••••••• o
2x4 2x4
0-0-7 6-4-11
0-0-7 6-0-5
Plate Offsets(X,Y)-- [2:0-3-O,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=212/6-3-14 (min.0-1-8),3=212/6-3-14 (min.0-1-8)
Max Horz 1=-31(LC 10)
Max Uplift 1=-23(LC 12),3=-23(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-190/89,2-3=-190/89
BOT CHORD 1-3=-40/136
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 23 lb uplift at joint 3.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job buss I'Truss Type ,Qty ;Ply The Cumberland
8007 T28 Valley 1 1
Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 1411:52:52 2015 Page 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-KTx6KuEd8R4w5WREGoLUbW WYkKcD6AMOuPEQQGydkYf
1-9-3 —— 3.6-7
1-9-3 1-9-3
3x6 Scale=1:7.6
2
7.00'12
T1 - Ti 3
1
\ ;
B1
••.•••••••••••••••••••••••••••••.•••••.•••••••••••••••••••••••••••••••••••.••••••••••• :o
0
Oi�O O�O�O�i�OO.�OOO��OOO�O���D OO O OOOO O�i�•�•�O.OHO•••••••••••••••••••••••••••�•�•�•�•�•�•�•�•�•�•�•�••�i�•
•••••••�i•�����i����������������������������••••••••••••••••�.•••••••••.••••••••••••••••••••••••••••�•••••••••.•-••••••�•••••••••••••a�a.....•••v�•�•�•.•�•�•�•�•••••�•
2x4 2x4
(0-1-8) (0-1-8)3.6.0 3-6-7
3.6-0 0-0-7
Plate Offsets(X,Y)– (2 0 3-0 Edge]
98#1.11# 98W-11# –
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - n/a 999
BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=98/3-5-9 (min.0-1-8),3=98/3-5-9 (min.0-1-8)
Max Horz 1=-14(LC 10)
Max Uplift 1=-11(LC 12),3=-11(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-88/42,2-3=-88/42
BOT CHORD 1-3=-19/63
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 11 lb uplift at joint 3.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job 'Truss 'Truss Type Oty Ply The Cumberland
`8007 T29 Valley 1 1 !I Job Reference(optional)_
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:53 2015 Page 1
ID:yc?mdtwzXKngCph rm5?QyazEeSX-of VVXEEFLICnTg0QpVsj8 k3hrjwOrbBY73zzyjydkYe
4-0-0 — —I— 8-0-0.
4 0 0 4-0-0
7.00112 2 Scale=1:37.6
8 9•
2x4 ! 7 Ti Ti 10 2x4
1 3
T
W1
•
81
6 11 5 124
2x4 2x4 2x4
8-0-0
8-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) nla - n/a 999
BCLL 0.0 * Rep Stress lncr YES WB 0.16 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:44 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=147/8-0-0 (min.0-1-8),4=147/8-0-0 (min.0-1-8),5=322/8-0-0 (min.0-1-8)
Max Horz 6=-45(LC 10)
Max Uplift6=-38(LC 12),4=-38(LC 12)
Max Grav6=174(LC 18),4=174(LC 17),5=417(LC 19)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-121/82,1-7=-73/50,7-8=-52/55,2-8=-40/65,2-9=-40/65,9-10=-52/55,3-10=-73/50,3-4=-121/82
BOT CHORD 6-11=-18/28,5-11=-18/28,5-12=-18/28,4-12=-18/28
WEBS 2-5=-233/67
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 6 and 38 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type •Qty `Ply The Cumberland
8007 T30 Valley 1
f-___ Job Reference(oPt_iona)_ '
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek IndusVies,Inc.Mon Sep 1411:52:53 2015 Page 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-oNVXEEFLICnTg0QpVsj8k3hujxRresY73zzyjydkYe
4-0-0 00
4-0-0 4-0-0
Scale=1:34.5
4x5-
7.00 12 2
8 ''S, 9
iTt.. Ti 10 2x4
2x4 I I 7 .= 3
1,,,--'
i � T
W WA
I
6 5 42x4
2x4 II 2x4 II
8-0-0 I
' 8-0-0
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 ! TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:41 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=151/8-0-0 (min.0-1-8),4=151/8-0-0 (min.0-1-8),5=314/8-0-0 (min.0-1-8)
Max Horz 6=-45(LC 10)
Max Uplift6=-39(LC 12),4=-39(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-124/84,1-7=-76/53,7-8=-57/57,2-8=-46/68,2-9=-46/68,9-10=-57/57,3-10=-76/53,3-4=-124/84
BOT CHORD 5-6=-16/30,4-5=-16/30
WEBS 2-5=-226/63
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 6 and 39 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job (Truss ;Truss Type •Qty Ply The Cumberland
8037 ildi Component Supply,Green Cove Springs,FL Valle Run:7.620 s Apr 30 1
9
y 2015 q p Job Reference(optional)
Building p 7.620 s Apr 30 2015 MiTek Industries.Inc.Mon Sep 74 71:52:53 2015 Page 1
ID: 7mdtwzXKn C hrm57QyazEeSX-ofVVXEEFLICnTgOQpVsj8k3hxjxSrcPY73zzyjydkYe
4.0-0 8-0-0
4-0-0 4-0-0
4x5 Scale=1:27.9
2
• 7.00 FIT
8 L 9
T1 T1
10 2x4
2x4 II 7 - 3
T'
W1 W1
•
(Ni
r LB1
•
6 5 4
2x4 2x4 2x4
8-0-0
8-0-0
•
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Ina YES WB 0.08 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:37 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=158/8-0-0 (min.0-1-8),4=158/8-0-0 (min.0-1-8),5=301/8-0-0 (min.0-1-8)
Max Horz 6=-45(LC 10)
Max Uplift6=-41(LC 12),4=-41(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-131/87,1-7=-87/58,7-8=-68/63,2-8=-56/73,2-9=-56/73,9-10=-68/63,3-10=-87/58,3-4=-131/87
BOT CHORD 5-6=-11/37,4-5=-11/37
WEBS 2-5=-213/57
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 6 and 41 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
IJob j truss Truss Type fly Ply The Cumberland
6007 132 Valley 1 1
1 Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 l Tek Industries,Inc. Mon Sep 1411:52:53 2015 Page 1
I D:yc?mdtwzXKngCph rm5?QyazEeSX-ofV VXE EFLICnTgOQpVsj8k3hOjxRrdsY73zzyjyd kYe
4.0-0 8-0-0 4-0-0 ' 4-0-0
4x5 Scale=1:23.4
2
7.00 12 ��
8 \
T1 T1
10 2x4 II
J 7
2x4 1 3
1
a
v w1 w1
�, ri
6 5 42x4
2x4 2x4
8-0.0
8-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:33 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
. be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=172/8-0-0 (min.0-1-8),4=172/8-0-0 (min.0-1-8),5=272/8-0-0 (min.0-1-8)
Max Horz 6=-45(LC 10)
Max Uplift6=-44(LC 12),4=-44(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-145/94,1-7=-113/69,7-8=-94/74,2-8=-82/85,2-9=-82/85,9-10=-94/74,3-10=-113/69,3-4=-145/94
BOT CHORD 5-6=-21/56,4-5=-21/56
WEBS 2-5=-185/43
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 6 and 44 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
.103 Truss lruss7ype Qty Ply 'The Cumberland
08007 Valley Run:7.620 s 302015 Print:!7.620 s e Apr 30 2015 MiTek Industries.Inc. Mon Sep 14 11 52:53 2015 Pa 1
Job Rference(optional
Building Component Supply,Green en Cove Springs,FL
ID:yc?mdtwzXKngCphrmS?QyazEeSX-o1WXEEFLICnTgOQpVsj8k3fOjxlydyY73zzyly kYe
4-0-0 8-0-0
•
4-0-0 4-0-0
4x5 Scale=1:18.7
2
7.00 FIT .= . 7
s ,
T1 T1
ST1 8
5
3
1
0
O'000.0'0.00O•.:
Job 134(Truss Truss Type ------- --- -- - --Qty Ply 'The Cumberland _ -. - -- -----
6007 Valley I 1 e
'Job Reference(optional) ■ -.
Byre Component Supply,Careen Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 1411:52:54 2015 Pap 1
ID:yc?mdtwzXKngCphrrn57QyazEeSX-Hr3tkZFt63Ke5gbdNCOygxcsN71Sa3COMBXU9ydkYd
{
3-5-5
3-5-5 ; 3-5.5
Scale=1:14.2
4x5
2
7.00 Pi r-,
T1 \ 9
W1
3
1 I
�
91 \. 4
O 4
2x4 2x4 1 2x4
0-0-7 3-5-5 6-10-9
0-b-7 3-414 -_— 3-5-5
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:22 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. _ _ ,
REACTIONS. (lb/size) 1=121/6-9-11 (min.0-1-8),3=121/6-9-11 (min.0-1-8),4=221/6-9-11 (min.0-1-8)
Max Horz 1=34(LC 11)
Max Uplift1=-25(LC 12),3=-25(LC 12),4=-1(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-62/33,2-3=-60/33
BOT CHORD 1-4=-4/26,3-4=-4/26
WEBS 2-4=-149/64
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 1,25 lb uplift at joint 3 and
1 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss frussType Qty ]Ply The Cumberland
8007 135 Valley 1 I 1 Job Reference(optional) •
Builds'tg Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 14 11:52:54 2015 Page 1
I D:yc?mdtwzXKngCph rm5?QyazEe SX-H r3tkZFt63Ke5gbd NCOygxcu 371Aa3sh MjjXU9ydkYd
2-0-2 4-0-5
1 2-0-2 r— 2-0-2
3x6_ Scale=1:8.3
2
7.00 rff "
IIIIIIII
/T �\ T1
3
1 / \\
B1 \;
'1 V
c.
*:::00.00:•:OO•:•:•: OOO�OO:OHO:O•:OO�O�OOOOO�O�i 000000):•0:000.0:00•:•:•:•: 00•�00�0�0�00���00� 0 *:•:
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
2x4 2x4
3-11-14 4-0-5
3-11-14 0.0-7
Plate Offsets(X Y)– [2:0-3-0,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. : DEFL. in (Ioc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Ina YES WB 0.00 , Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-5 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=118/3-11-7 (min.0-1-8),3=118/3-11-7 (min.0-1-8)
Max Horz 1=-17(LC 10)
Max Uplift1=-13(LC 12),3=-13(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-105/51,2-3=-105/51
BOT CHORD 1-3=-23/76
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 13 lb uplift at joint 3.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type 'Qty Ply 'The Cumberland
8007 736 Val�ey '
` Reference
Component Sopp.Green Cove Sppa.FL Run:7.620 egCpK h ? azESX- rZFt63ID m K5gbdNCOygxcgQ7GYa?chMj X U9ydkYd
4-0-0 8-0-0
~
4-0-0 4-0-0
7.00[12 2 9 Scale:1/4"=1'
8,..-_,•_ --
f/ 2x4 II
2x4 II 7 i Tj T1 103
1 j
7;
"...........d.
6 5 4
2x4 2x411 2x4 II
I
8-0-0
— I
8-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:52 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=143/8-0-0 (min.0-1-8),4=143/8-0-0 (min.0-1-8),5=331/8-0-0 (min.0-1-8)
Max Horz 6=-45(LC 10)
Max Uplift6=-37(LC 12),4=-37(LC 12)
Max Grav6=186(LC 18),4=186(LC 17),5=430(LC 19)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-116/80,1-7=-68/47,7-8=-46/51,2-8=-33/62,2-9=-33/62,9-10=-46/51,3-10=-68/47,3-4=-116/80
BOT CHORD 5-6=-20/25,4-5=-20/25
WEBS 2-5=-242/72
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 6 and 37 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss -T iss Type 'Qty 'Ply The Cumberland
;Job Reference(optional) # ,
Building Component Soppy,Green Cove Springs,FL Valley - — — Run:.20 s Apr 0 2015 Print:7.620 s 3SX 15 liAi ek 63K gbdN. Mon Sep 11:52:54 2015 Page 1
4-0-0 8-0-0
4.0-0 4-0-0 - .
4x5 Scale=1:44.8
7.00112
2 9
I f ]f
8 2x4
2x4 I 7 T1 T1 103
1�
i
ST1
W
v
6 5 4
2x4 II 2x4 2x4 ,,
I 8-0-0
—i
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 1 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:49 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=144/8-0-0 (min.0-1-8),4=144/8-0-0 (min.0-1-8),5=328/8-0-0 (min.0-1-8)
Max Horz 6=45(LC 11)
Max Uplift6=-37(LC 12),4=-37(LC 12)
Max Grav6=185(LC 18),4=185(LC 17),5=425(LC 19)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-118/80,1-7=-70/48,7-8=-48/53,2-8=-36/63,2-9=-36/63,9-10=-48/53,3-10=-70/48,3-4=-118/80
BOT CHORD 5-6=-19/26,4-5=-19/26
WEBS 2-5=-239/70
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 6 and 37 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
b Truss !Truss Type Qty 'Ply The Cumberland
8007 T38 j Valley 1 1 r ,
J Job Reference(optional) '
' Buiiding Component Suppiy,Green Cove Spines,FL Run:7.620 s Apr 302015 Print:7.620 s Apr 30 20151Vt Tes Industries.Inc. Mon Sep 1411:52:54 2015 Paget
ID:yc?mdtwzXKngCphrm5?QyazEeSX-Hr3t1aFt63Ke5gbdNCOygxcsb7Gaa 1 KhMjjXU9ydkYd
4-0-0 . - 8-0-0
■ 4-0-0 4-0-0
4x5
12 Scale=1:40.2
7.00 2
8 Pli 9
-0 102x4 1
234 II 7 \ 3
1
1 •
•
W ri
_, `.181
6 5 4
2x4 2x4 2x4 I I
8-0-0 ____I
8.0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.19 1 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 1 BC 0.21 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES , WB 0.16 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 1 (Matrix) Weight:45 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=147/8-0-0 (min.0-1-8),4=147/8-0-0 (min.0-1-8),5=323/8-0-0 (min.0-1-8)
Max Horz 6=-45(LC 10)
Max Uplift6=-38(LC 12),4=-38(LC 12)
Max Grav6=184(LC 18),4=184(LC 17),5=419(LC 19)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-120/82,1-7=-72/50,7-8=-51/54,2-8=-39/65,2-9=-39/65,9-10=-51/54,3-10=-72/50,3-4=-120/82
BOT CHORD 5-6=-18/28,4-5=-18/28
WEBS 2-5=-234/68
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 6 and 38 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
._ _._..__. The Cumberland[Job 'Truss Truss Type OIY PlY 8007 IT39 Valley 1 1 •
Run:Z62 Job Reference(optional) ,
Building Component Supply,Green Cove Springs.FL 0 d Apr K qCp Print:7.620 s Apr -2015 vGVs Industries,LAp Inc.Mon 1 P1411:52:55 2015 y Paget
ID:yc?mdtwzXKngCphrm5?QyazEeSX-11 dFyvGVsMSUj_ApxwvBD981 OXdSJVGraNS41 bydkYc
4-0-0 8-0-0
4�0 4-0-0
4x5 Scale=1:33.6
7.00[12 2
8 i l 9
1— Ti 10 2x4 3
2x4 II 7 j
1
5 $T1
W1 °°
M
i
B1 •
6 11 5 12 42x4
2x4 I 2x4
I 8-0-0 _-
8-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Ina YES WB 0.12 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0
LUMBER- Code FBC2014/TPI2007 (Matrix) Weight:41 lb FT=20%
BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=151/8-0-0 (min.0-1-8),4=151/8-0-0 (min.0-1-8),5=315/8-0-0 (min.0-1-8)
Max Horz 6=-45(LC 10)
Max Uplift6=-39(LC 12),4=-39(LC 12)
Max Grav6=151(LC 1),4=151(LC 1),5=389(LC 19)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-124/84,1-7=-75/52,7-8=-56/57,2-8=-45/67,2-9=-45167,9-10=-56/57,3-10=-75/52,3-4=-124/84
BOT CHORD 6-11=-16/31,5-11=-16/31,5-12=-16/31,4-12=-16/31
WEBS 2-5=-227/64
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45f1;L=24ft;eave=oft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 6 and 39 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
(�- — Tr iss 'Truss Type Qty Ply The Cumberland
L
I °
8007 T40 Valle y 1 1 t
Job Reference(optional) _
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 1411:52:55 2015 Page 1
ID:yc?mdtwzXKngCphrm5?QyazEeSX-11 dFyvGVsMSVLApxwvBD981 RXdwJVgraNS41 bydkYc
4.0.0 8.0.0
4-0.0 4.0-0
4x5 Scale=1:28.6
• 7.00112 2
' 8 9
X71 ,-
Ti 10 2x4
2x4 II j 3
1 • i
ST1
n
W1
N
i 1
6 5 4
2x4 2x4 2x4
8-0-0
8-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:38 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=157/8-0-0 (min.0-1-8),4=157/8-0-0 (min.0-1-8),5=303/8-0-0 (min.0-1-8)
Max Horz6=-45(LC 10)
Max Uplift6=-41(LC 12),4=-41(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-129/87,1-7=-85/57,7-8=-66/62,2-8=-54/72,2-9=-54/72,9-10=-66/62,3-10=-85/57,3-4=-129/87
BOT CHORD 5-6=-12/36,4-5=-12/36
WEBS 2-5=-216/58
NOTES-
1)Unbalanced roof live loads have been considered for this design.
11 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45f1;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 6 and 41 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type IQty 'Ply The Cumberland
8007 T41 Veley 1 1 r I
Job Reference(optional)
Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Mon Sep 14 11:52:55 2015 Paget
ID:yc?mdtwzXKngCphrm57QyazEeSX-11 dFyvGVsMSVj_ApxwvBD981 VXdvJW IraNS41 bydkYc
4-0-0 8-0-0
I 4-0-0 4-0.0
4x5 Scale:112•=1'
2
7.00 Fir 9
8 r��
\\
\.
T1 T1
/ ,\ 10 2x4 II
,. 2x4 7 3
1 -
W1
I F1 I 131
6 5 4 2x4
2x4 2x4
8-0-0
i
8-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:34 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=169/8-0-0 (min.0-1-8),4=169/8-0-0 (min.0-1-8),5=278/8-0-0 (min.0-1-8)
Max Horz 6=45(LC 11)
Max Uplift6=-43(LC 12),4=-43(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-142/92,1-7=-107/67,7-8=-88/72,2-8=-77/82,2-9=-77182,9-10=-88/72,3-10=-107/67,3-4=-142/92
BOT CHORD 5-6=-19/52,4-5=-19/52
WEBS 2-5=-191/46
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 6 and 43 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
1Tob— !Truss Truss Type 'Qty Ply The Cumbedand
1 .
8007 'T42 Valley RuID�c?mdM�izXK Job Reference(optional) r
1
I
Building Component Supply.Green Cove Springs,FL nqC Print:?Qy s Apr 30 I 2015
dF Av V Industries,Inc.Mon Sep 1411:52:552015 y Page 1
y� ngCphrmS?QyazEeSX-11dFyvGVsMSVj_ApxwvB098?iXdVJWSraNS4lbydkYc
4-0-0 - 8-0-0 •
.
4-00 4-0-0
4x5 Scale=1:19.3
2
7.00112 r 7
8 ,
T1 T1
N W1 8
5
3
1 .
1 cc'
t7 11-
a 131 le
4
3x5 II 2x4 3x5
4-0-0 8-0-0
4-0-0 4-0-0
Plate Offsets(X,Y)— [1:0-2-8,0-0-31,[3:0-2-8,0-0-31
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 1=172/8-0-0 (min.0-1-8),3=172/8-0-0 (min.0-1.8),4=295/8-0-0 (min.0-1-8)
Max Horz 1=-53(LC 10)
Max Uplift 1=-37(LC 12),3=-37(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-5=-97/34,5-6=-53/40,2-6=-40/49,2-7=-40/49,7-8=-51/40,3-8=-93/34
BOT CHORD 1-4=-7/42,3-4=-7/42
WEBS 2-4=-195/74
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 7-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 1 and 37 lb uplift at joint 3.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job 'Truss Truss Type Qty Ply The Cumberland
8007 T43 Valley 1 1
,Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 1411:52:55 2015 Page 1
ID:yc?mdtwzXKngCphrm57QyazEeSX-11 dFyvGVsMSVj_ApxwvBD981 mXeVJWeraNS41 bydkYc
3-7-12 7-3-8
3-7-12 3-7-12
Scale=1:14.8
4x5 -
2
\\\
7.00 12
T1 T1
a W1
3
1
-
- B1
o ���O��i OOO�OO���O�OOO�i�OO�O�i OOO�O i�OOOOO�OO�O����i�O�OO�i�OiO�OOOOOiO�O��i��DOOOOOO�OO��OOOOOOi�OOOOO����OO�OOO�O�O 0
4
2x4 2x4 2x4
0-0-7 3-7-12 7-3-8
0-0-7 3-7-5 3-7-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999
BCLL 0.0 " Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=130/7-2-10 (min.0-1-8),3=130/7-2-10 (min.0-1-8),4=237/7-2-10 (min.0-1-8)
Max Horz 1=-36(LC 10)
Max Uplift1=-27(LC 12),3=-27(LC 12),4=-1(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-67/35,2-3=-64/35
BOT CHORD 1-4=-4/28,3-4=-4/28
WEBS 2-4=-160/68
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 1,27 lb uplift at joint 3 and
1 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
-- Truss - - Truss Type Qty Ply The Cumberland
8007 T44 Valley 1 r ■ r
Valle Run:7.620 s Apr 30
ID: c7mdtwzXKn CphrmS Job Reference(optional)
Building Component Suppy,Green Cove Springs FL 2015 r Print:Qya s Apr - EBd MiTek Industries,Inc.Mon Sep 14 11:52561 Cd yge 1
y q �QyazEeSX-DEBd9FH7dgbML71?VdQQIMhEPxz72zM�1CdZlydkYb
2-2-10— — 4-5-3
F 2-2-10 2-2-10
-2-10
Scale=1:8.9
2 3x8=
7.00 riy
me ---,..„..,..„.„...
T' 'r'�..
\ \\
' 3
\
61
o :•..••••••••••••.••... .••••••.•••••..••••..•.••••...••.••••... ... ...••••••..•••••••••••• 4
o •..•..•••••..•..•••.•••••••••••••••••••..•.•••••••t•.•.•••••.•.•••••••.•.•.•.•••••.•.•.•••••...••..•••.•••••••••••.•.•••••.••.•.••.•.•••••.••.•�••••••..••....••.•••.••••..••••�••:.:%••1*... o•
2x4 2x4
4-4-13 - 4-5-3
4-4-13 0-0-7
Plate Offsets(X,Y)- 12:0-3-0,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl UJd PLATES GRIP
TCLL 20.0 Plate Grip DOL t25 TC 0.04 Vert(LL) Na -
n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) Na n/a 999
BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) I Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=134/4-4-6 (min.0-1-8),3=134/4-4-6 (min.0-1-8)
Max Horz 1=20(LC 11)
Max Uplift 1=-15(LC 12),3=-15(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-120/58,2-3=-120/58
BOT CHORD 1-3=-26/86
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 15 lb uplift at joint 3.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
■
',lob `Truss Truss Type - Qty Ply i The Cumberland
8007 750 COMMON SUPPORTED GAB Run:7.620 s Apr 30 Print:1 : 2 s Apr 30 2 o ti Tek Industries,uML Inc. on Sep x?Y2zc�1015 Pa e 1
( p )
BuiMinp Component Suppy.Green Cove Springs,Fl qCp rm 7.620 ya s Apr 30 EB 9FHk d9 M Inc.Mon h x7Y2 11:52:56 2Cd y e 1
ID:yc?mdtwzXKngCphrm57QyazEeSX DEBd9 g
-0-1-10 16-2-6
I-- -
12-5-10 3-10-6
Scale=1:29.4
r-
26 10
6 --
� `T2 1127
5.00 12 25 12
5i�/
Iri
.
3 .--------If T
/
W1 n
24 / 11----59.
2
ST1
1 I • 1 --) '^- B2 - -1
B1 -± ..
•
3x4 23 22 21 20 19 18 17 16 15 14 13
5x6
-0-1-10
16.4.0
Plate Offsets(X,Y)- [22.0-3-0,0-3-0]____
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 22 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:99 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3 6-0-0 oc bracing:1-23,22-23.
I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=35/16-2-6 (min.0-1-8),1=82/16-2-6 (min.0-1-8),16=99/16-2-6 (min.0-1-8),17=110/16-2-6 (min.0-1-8),
18=106/16-2-6 (min.0-1-8),19=107/16-2-6 (min.0-1-8),20=104/16-2-6 (min.0-1-8),21=117/16-2-6 (min.0-1-8)
,22=67/16-2-6 (min.0-1-8),23=206/16-2-6 (min.0-1-8),15=113/16-2-6 (min.0-1-8),14=100/16-2-6 (min.0-1-8)
Max Horz 1=98(LC 12)
Max Uplift13=-7(LC 12),17=-17(LC 12),18=-19(LC 12),19=-18(LC 12),20=-18(LC 12),21=-19(LC 12),22=-12(LC 12),
23=-36(LC 12),15=-18(LC 12),14=-17(LC 12)
Max Grav13=35(LC 1),1=82(LC 1),16=99(LC 1),17=111(LC 21),18=107(LC 21),19=107(LC 1),20=104(LC 21),
21=117(LC 21),22=67(LC 1),23=206(LC 21),15=113(LC 22),14=101(LC 22)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 12-13=-27/31,1-2=-144/61,2-24=-96/26,3-24=-94/35,3-4=-74/34,4-5=-46/30,5-6=-32/29,6-25=-28/42,7-25=-16/44,
7-8=-24/71,8-9=-27/96,9-26=-22/95,10-26=-27/92,10-11=-17/57,11-27=0/16,12-27=-11/14
BOT CHORD 1-23=-3/2,22-23=-3/2,21-22=-1/1,20-21=-1/1,19-20=-1/1,18-19=-1/1,17-18=-1/1,16-17=-1/1,15-16=-1/1,14-15=-1/1,
13-14=-1/1
WEBS 9-16=-73/0,8-17=-84/93,7-18=-80/85,6-19=-80/55,5-20=-79/54,4-21=-85/61,3-22=-55/38,2-23=-148/163,10-15=-86/95,
11-14=-75/92
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-7-3 to 3-7-3,Exterior(2)3-7-3 to 12-5-10,Comer(3)12-5-10 to
15-5-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/IPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 13,17 lb uplift at joint 17,
19 lb uplift at joint 18,18 lb uplift at joint 19,18 lb uplift at joint 20,19 lb uplift at joint 21,12 lb uplift at joint 22,36 lb uplift at joint 23,18 lb
uplift at joint 15 and 17 lb uplift at joint 14.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Type Job russ Truss T 'Qty 'Ply The Cumberland
■8007 751 ROOF SPECIAL 15 1 Job Reference(optional) 4 f I
Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Mon Sep 1411:52:56 2015 Page 1
&,udirp Component Supply,Green Cole Springs,FL ID:yc7 mdtwzXKngCphrm57 QyazEeSX-DEBd9FH7dgbML717VdQQIMh2sxgG2u_P1 CdZlydkYb
8-10-10 12.5-10 16-4-0
I 8-10-10 3-7.0 3-10-6
4 13 Scale=1:28.5
-6x8
T2` 743x4
3x6 12 5
5.00 12 3
0.J /�T
i
2 11 \\
�
- 7 �' I1 R
3x8- 2x4 II 1
4x10=
5-3-10 12-5-10 { 16.4.0 0-5-8(011-8)
0-5.8(0-1.8)}-- 5-3-10 —I- 7-2-0 3-10-6
655V-50#
LOADIN ( sff) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Lid PLATES 6GRIP1#
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.17 7-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.54 7-10 >356 180
BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(TL) 0.14 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x8 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except
T2:2x4 SP No.2 end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=655/0-5-8 (min.0-1-8),6=642/0-5-8 (min.0-1-8)
Max Horz 1=107(LC 12)
Max Uplift 1=-50(LC 12),6=-81(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-243/0,2-11=-1792/344,2-3=-1173/255,3-12=-587/127,4-12=-565/141,4-13=-466/139,13-14=-493/132,
5-14=-535/128,5-6=-646/175
BOT CHORD 2-7=-315/1222,6-7=-9/9
WEBS 3-7=-837/233,4-7=0/331,5-7=-100/566
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-5-10,Exterior(2)12-5-10 to
15-5-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint 1 and 81 lb uplift at joint 6.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
■
Tob
Truss Truss Type i Qty 'Ply 'The Cumberland
620 s A
8007 T52 ROOF SPECIAL Run:7. pr 30 2015 Print: ' ' • `
i 4 1
Job Reference(optional)
Building Component Supply,Green Cove Springs.FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Sep 14 11:52:57 2015 Page 1
I D:yc7mdtwzXKngCph rm57QyazEeSX-hQl?NbHIOJ DyHKC2Lxf l aDAh LBwnlx82hx85UydkYa
8-10-10 12-5-10 19-7-0 .
I 8-10-10 — — 3-7-0 7-1-6
6x8 Scale=1:33.3
4
3x6 14
5.00 12 13
/- 15
3 /� �.- T2
\
�
. -----. 3x4
�.,`� 5
T1 --- �\\
W1
Irl .
,,
'___...miiiiiiillilliti
2 12 °
Illi B7 MN B2 !J lei
1:3 8 7 2x4 11
24. 5x8= 3x8 MT2OHS= 3x8=
0-5-8(0-1-8)
0-5-8(0-1-14) n,�
785#1-72# 5-3 10 19-7-0 12 5-,0 I 7-14
5-3.10 7-2-0
Plate Offsets(X,Y)–j 2:0-6-7,Edgej,[5:0-1-0,0-1-8] [7:0-2-0,0-1-81
_
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.19 7-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.63 7-11 >369 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Ina YES WB 0.36 Horz(TL) 0.18 6 n/a n/a Weight:103 lb FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x8 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
T2:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=785/0-5-8 (min.0-1-14),6=771/0-5-8 (min.0-1-8)
Max Horz 1=68(LC 12)
Max Uplift 1=-72(LC 12),6=-88(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-294/8,2-12=-2278/398,2-3=-1623/315,3-13=-1012/200,4-13=-991/215,4-14=-919/203,14-15=-931/188,
5-15=-1010/188,5-6=-720/189
BOT CHORD 2-8=-329/1584,7-8=-297/1584,6-7=-45/122
WEBS 4-7=-16/550,3-7=-884/213,5-7=-75/752
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-5-10,Exterior(2)12-5-10 to
15-5-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 1 and 88 lb uplift at joint 6.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job 'IMSS - -I Truss Type iQty :Ply The Cumberland --
8007 1081 IMONOPRCH • • a
Run.7.62b a 1 Job Reference(optional)
_--_- - s Apr 30 2015 Print:7.620 s A 30 2015 MiTek Industries.Inc. Mon Sep 14 11:52:57 2015 Page 1
—Building Component Soppy,Green Cove Springs.FL yc7nldtwzXKnaCphrm5?QyazEeSX-h017NbHI0,jDyHKC21.xfIaDEmL8znG482hxB5UydkYa
7-4-8 14-5-8 21-10-0
F 7-4-8 7-1-0 7.4.8
5
5.00 12 2x4 Scale=1:56.5
•'�)
13
3x4
4
12
3x6
3
3x4 r VV6
2 W5
T1 - • W4
1 12 W'
2
W3
W1
o — B1
11 t0 9 8 14 7 6
4x10 2x4 3x6 3x4 0-�-8j0-'(?u)
0-5-8(0(0-1$) 8
-161#
826#/-28#
7-4-8 14-5-8 21-0-0 21-10-0
7-4-8 7-1-0 6-6-8 0-10-0
Plate Offsets(X Y)-- [11:0-3-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.37 8-10 >673 180
BCLL 0.0 • 1 Rep Stress Incr YES WB 0.67 Horz(TL) 0.04 7 n/a n/a Weight:121 lb FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
— -
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W1:2x6 SP No.2 WEBS 1 Row at midpt 5-6,4-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=826/0-5-8 (min.0-1-8),7=890/0-5-8 (min.0-1-8)
Max Horz 11=258(LC 12)
Max Uplift/1=-28(LC 12),7=-161(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-12=-1319/50,2-12=-1226/67,2-3=-751/0,3-4=-604/9,4-13=-103/16,5-13=-52/47,5-6=-177/110,1-11=-713/112
BOT CHORD 10-11=-282/1132,9-10=-282/1132,8-9=-282/1132,8-14=-133/626,7-14=-133/626,6-7=-1/5
WEBS 2-10=0/251,2-8=-566/169,4-8=0/489,4-7=-882/188
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 21-8-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 11 and 161 lb uplift at joint
7.
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard